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HomeMy WebLinkAbout04027Pc) it coaa. s GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's NameR On/ b{ 1t)FF��/( System Locationc23tj k e" ieiTh Legal Description of Assessor's Parcel Noen-P0--nn-P,l ino_c_1cC SYSTEM DESIGN Septic Tank Capacity (gallon) Permit 4027 193.36e4Noo -?'lo This does not constitute a building or use permit. j Jta Q -i � n � � ( 3 — 133 pc-IA/dressX7J4 ` 1 e(t�x-�E_. Phone 3O1 – 1-4631 Ciacit 37ct – aa4s Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation SfJT�1 System Installer J 1 wt p14uu te4.41 Septic Tank Capacity 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 114-05 *CONDITIONS: 4-upv, Inspector 4i1P (kJ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 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 I, Petty Offense ($500.00 tine — 6 months in jail or both). INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER i` tAiid key( 044 I rjsiA Cet,rke(,-rez ADDRESS I°. b, Son )1t°]7 Cctr%.,-,/w . CO W14 73 PHONE el L3 -9133 CONTRACTOR Cole s i- C -re, ADDRESS P,o• 6'" q i,snLf Ca lb 2- PHONE 37' _2 -245 - PERMIT t15 PERMIT REQUEST FOR ( 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 Cast L Size of Lot 4 ,0 3 &crts Legal Description or Address 6.1--le—tin 2 ekrot.,l�'dni v� s , o n F k e p 1; u., n/ o r }t1 Pio,( PI a t Lcf G 3Skn L WASTES TYPE: (56 DWELLIN ' C R (69 ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER—DESCRIBE BUILDING OR SERVICE TYPE: 5, n)1e - ra.•r„ l7 Number of Bedrooms 14- (X) f(X) Garbage Grinder res.c(-ev.r.-a- Number of Persons (X) Automatic Washer (<) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (X) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 1 'h- Mile Was an effort made to connect to the Community System? rio 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 (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table , 5 ff. Percent Ground Slope 0ia 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 P c2 N G 1 N a E R FINAL DISPOSAL BY: ( ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND (x) OTHER -DESCRIBE Q C R o 6-1 ti , WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? IJ d PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes (-t per inch in hole No. 1 Minutes ! 1 per inch in hole No. 3 Minutes 2 per inch in hole No. 2 Minutes per inch in hole No. _ Name, address and telephone of RPE who made soil absorption tests: H P - 5020 C2 tsy CIt,,w-nl fQ•This Co 8%60, g4S'798P Name, address and telephone of RPE responsible for design of the system: -1,„Jam- I L if e_e.-i nJ 9a,v,d Po moi( '{% ' 1 �'od./ C rbc rt-�+ Cr 816231 9C 3 -iI-6i eix Cis 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 / ' ` A& -L_ Al/4- tri - Date :l t z 3/09 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! Hto H z0c z 3 ai y cd O O 6. .0 0 -I 4 7 o 0 .0 T 0 0 o ca G] 31 s Y, a) + s10 _ v; .a 1 J l sem. b0 d \O C O y +- U td U v.. O 1. V c tadPt.- .0 �0 > 0 -- W '3 G O O 7 V -0 T U O Y t n 8 0 C w y y •� ci) V2 w N cid ti r,; d OS •U '«~+ N -a CU O J — d O r -to C N 3 c lU ,0 .4 U k U ct 0 a OD 0 O 4 03 8 J y 7\ M ' k d bo Cid—v.C- NitC f� 1 9 1 1:10U-23-2004 13:01 H -P GEOTECH GeStea, HEPWORTH -PAWLAK GEOTECHNICAL October 15, 2004 Cole West Corporation Aun: Chuck Cole PD. Box 92 Basalt, Colorado 81621 i C6 IJIf ISN': n:J 'rl np, l Pi .311c -7C-�45 Fd] 976-)4;-fl4 - P.02/0E Job No. 104 688 Subject: Observation of Backhoe Pits, Proposed Residence, Lot 1, Coffman North Exemption, County Road 100. Garfield County, Colorado. Dear Mr. Cole: As requested, a representative of Hepworth-Pawlak Geotechnical Inc. observed two backhoe pits at the subject site on October 13, 2004 to evaluate -the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously performed percolation testing at the site and presented our findings in a report dated October 8, 2004. Job No. 104 688. The proposed residence will consist of a single story post and beam with strawbale in fill construction. Ground floor will be slab -on -grade. The foundation is proposed to he a frost protected thickened slab. The site is relatively flat with a slight slope down to the north. The Roaring Fork River is located to the northeast of the lot. At the time of our visit to the site, two backhoe pits had been excavated just outside the building area at the location shown on Figure 1- One pit was excavated to the northwest of the residence and Pit 2 to the southeast. The soils exposed in the pits generally consisted &about 1 foot of topsoil overlying relatively dense, slightly silty sandy gravel with cobbles and small boulders to the pit depths of 61/4 feet at Pit 1 and 6 feet at Pit 2. About 1'V2 feet of sand and silt was encountered in Pit 1 between the topsoil and the gravels. Groundwater was encountered in Pit 1 at a depth of 6 feet. No free water was encountered in Pit 2. The soils were slightly moist to wet below the groundwater in Pit 1. Considering the conditions exposed in the pits and the nature of the proposed construction, spread footings placed on the undisturbed natural gravel soils designed for an allowable soil bearing pressure of 3,000 psf should be adequate for support of the proposed residence. Footings should be a minimum width of' 16 inches fitr continuous w alts and 2 feet for columns. The topsoil, sands and silts and loose disturbed soils m lbntine areas should be removed and the hearing level extended down to the undisturbed natural gravel soils. The sands and silts can be left under slab areas. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to .span Local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures (if any) should also he designed to resist a NO' -23-2034 13:02 H -P GEL1TECH Cone West Corporation Oember 13, 2004 ]'age 2 P.03/08 lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for on-site soil. excluding vegetation: topsoil or oversized rock, as backfill. Structural fill placed within floor slab areas can consist of the on-site soils compacted to at least 951/4 of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least i 0 fret of the building. As an alternative, a shallow thickened slab could be used for support of the residence. The slab should be fnvst-protected by placing 2 -inch thick rigid foam insulation (blue hoard) out a distance of 2 feet from the bottom edge of the slab. The slab should be designed for a modules of vertical slab subgrade reaction of 100 tel. '1 he recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. T c risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the reconunendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. if the client is concerned about MOBC, then a professional in this special Geld of practice should be consulted. i1' you have any questions or need further assistance, please call our office. Sincerely, H EPWORTH -- PAWLAK GEOTCHNICAL, INC. llordy 7. Adamson, Jr-, P.E Rec. by: DEH .17,'L'ksw utachmeut Figure I - Location of E,xploratoty Pits cc: Energy & Sustainable Design — Attn: Donna Reilly ain6j Laid A2101VdOldX3 JO NOIlY3O1 1N31NSa3 0tl48 — 'OM Ib'OINH031030 >IV1MVd—H1210Md3H 889 1701 f I r�Y Z ild■ • ■ l lid 1" A tNONIl08 A1d3dONd l 101 Z101 ,08 = .t 31VOS 31VYIIXOdddtl 8@/PO d H331039 d -H 20:21 t•002 -22 -FON NOU-23-22104 13:03 H -P GEOTECH GLZtech F3si•warm.P:;wLd, (.10,x., a: ¢..,. iw C;t.:n.la+.l .Spnrg', bl.1 Pmme C`:. 745.74-oS;; HEPWORTH-PAWLAK GEOTECHNICAL F1 IN Q70'415 5454 ell: I.. it}�:'C,+t�f:�q:C�irk C.; .111 October 8, 2004 Cole West Corporation Attn: Chuck Cole PC) Box 92 Basalt, Colorado 81621 P.ostoee kill No. 104 688 Subject: Percolation Testing, Proposed Residence, Coffman North Exemption, County Road 100, Garfield County, Colorado Dear Mr. Cole: As requested by you, Hepworth - Pawlak Geotechnical, Inc., performed percolation testing at the subject site. The work was done in accordance with our agreement for professional services to you, dated September 17, 2004. A profile pit and three percolation test holes were excavated at. the locations shown on Figure 1. The subsoils exposed in the Profile Pk consisted of about 'h foor of topsoil overlying relatively dense silty sandy gravel with cobbles and small boulders to the bottom pit depth of 6 feet. A silty gravelly sand layer was observed from 11/2 to 21 feet. Free water was observed in the pit at a depth of 51/2 feet and the upper soils were slightly moist to moist. Percolation test holes were hand dug in the bottom of shallow backhoe pits and soaked with water on September 19, 2004 by the client. Percolation testing was conducted on September 20, 2004. by a representative of Hepworth - Pawlak Geotechnical, Inc. The percolation test results are surtunarized on Table 1. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal sysern. A professional civil engineer should design the septic disposal system. NOV-2n-2004 13:03 H -F GEOTECH Cale West Corporation October S, 2004 Page 2 If you have any questions or need further assistance, please call our office. Sincerely. IIEPWORTH - PAWLAK GEOTECHNICAL, INC. Louis E. Eller Reviewed by: Daniel E. Hardin, P.F. LEE/djb attachments Figure 1 - Location of Percolation Test Holes Table 1 - Summary of Percolation Test Results cc: Hepworth-Pawlak Geotechnical Inc. - Attn: Andy Kosse Energy & Sustainable Design - Atm: Donna Reilly F.©6/08 MOV -23-2004 13:04 H -P GEOTECH P.07/08 APPROXIMATE SCALE 1" = 80' r 1 BUILDING 1 ENVELOPE 1 1 1 \ 1 1 1 1 1 1 1 1 1 1 LOT 2 1 AP 3 1 `t �1 P 2 • PROFILE PIT 1 r-� __J LOT 1 P 1 1 ROPE 104 688 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF PERCOLATION TEST HOLES Figure 1 NOV-23-2004 13:04 H -P GEOTECH HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS F'. 08/08 JOB N0. 104 688 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER WATER DROP IN AVERAGE DEPTH AT DEPTH AT WATER PERCOLATIOI START OF END OF LEVEL RATE INTERVAL INTERVAL (INCHES) (MIN./INCH) (INCHES) (INCHES) P1 42 15 Water added Water added Water added 8 31/2 31/2 0 8 31/2 31/2 0 9 51/4 91/2 5 1/4 2 6 6 58 15 7 21/2 0 r 7 0 7 0 40 15 9 61/2 61/2 I 5 Water added 73/4 1 6 6 I 41/2 Water added i 93/4 T- 71/4 7 114 53/4 53/4 1 41/2 41/2 1 3 41/2 3172 41/2 1 31/2 3 3/4 31/4 31/2 31/2 7 7 7 21/2 11/2 13/4 11/2 - 2 112 1 1/2 1 1/4 11/2 11 4 2 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on September 19, 2004. Percolation tests were conducted on September 20, 2004. The average percolation rates were based on the last two readings of each test. far ERLINE, 3NGINE3MNG STRUCTURAL/CIVIL IENGINE.ERIING *CONTRACTING *CERTIFIED ENERGY DESIGN ]PROIF7ESSIIONAL November 4, 2005 Garfield County Building Department (via Facsimile to 384 3470) 109 8th Street, Suite 303 Glenwood Springs, CO 81601 Re: ISDS Installation Reed/Carter-Giez 2341 CR 100 Carbondale, CO Dear Building Official: The installation of the ISDS system for the above project has been completed and has been installed in accordance with applicable county specifications. I will be sending you an as -built drawing of the system. If you have any questions, please call me at 963-9869. Sincerely, TIMBERL E ENG 'tk RING -, { David A. Powell, s o -ea, Reg. No. 25851 ' rt 2; � � ' . /yrOs— . �. +,,�C4. • ..SRP ` q EttaVt P.O.BOX 631 C r\ is ONDALE, CO. 81623 PHONE 970 963 9869 / FAX 970 963 9003 ? �BRUNE ENGINE STRUCTU;JRAL/CW.11, ]ENGIIN` EIER ft4G • CONTRACTING CIER11111k luhIID ENERGY DESIGN PROFESSIONAL November 16, 2005 Garfield County Building Department 108 8th St. 41201 Glenwood Springs. CO 81601 Re: ISDS Installation ReedfCartcr-Giez 2341 CR 100 Carbondale. CO Dear Building Official: The installation of the ISDS system for the above project has been completed and has been installed in accordance with applicable county specifications. Enclosed is a drawing of the final location of the system If you have any questions. please call me at 963-9869. Sincerely, v TIMBERLINE ENGINE.; , i C° A. phtia> FIE r o Q G CCC David A. Powell, PE f.. ?6451 �, s Reg. No. 25851 0''•. P.O. BOX 631 CA RIBONDAL]E, CO. 81623 PHONE 970 963 9869 /FAX 970 963 9003 • 0 0 0 a / stool GLE g01, i / / POSSIBLE FUTURE /OCAA ON ON I 1 BEDROOM�N o�a\� � y NlP 0 004 I �6.OX0EOGO 1 I t�9fII,EPe6°‘t '9'3° � Sco5 pdo P #tOOl I Sp 1 tiLS or 5