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HomeMy WebLinkAboutpitkin.eh.264904400004 (1999)Permit # 99056 Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Parcel ID # 2649-044-00-004 Type of permit New( x ) Repair( ) Addition to House( ) Name of Owner Rick and Kelly Borich Street Address Red Dog Rd, Carbondale, CO 81623 Property legal description Lot 4 of Sec 3 and Lot 1 of Sec 4, Township 9 South, Range 88 Size of lot 3.31 Total square footage of the house 2546 Water source private well # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit no # of bedrooms in caretaker unit Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) Permit information Designed by Tim Beck, High Country Engineering Mailing Address 923 Cooper Ave. Glenwood Springs, CO 81601 Perc rate 20 Profile hole depth 8+ ft Depth to groundwater or bedrock unknown Septic tank capacity 2000 gal Absorption area 1252sq ft Comments Septic permit approved per compliance with the engineer design and specifications dated July 23, 1999. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. ISDS sized for 4 bedrooms although only 2 bedrooms are finished. Unfinished basement only allows for 2 more bedrooms in the future. 55 Equalizer Infiltrator units will be installed (in trench). Permit approved by: Date: Z, JC Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: 1 1J Final inspection approval:t�i1`l�(i ' }2 Ci % OCA eui ►�.Q-c- Date: rpp ASPEN/[ 'CIN ENVIRONMENTAL HEALTH DE—ARTMENT APPLICATW FOR INDIVIDUAL SEWAGE D13Pt4L SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Name of OWNER Owner's Mailing Address Business Phone: lorA Home Phone: I Primary Contact Person (all communicatio�fegarding this permit will go through this person) Name Company C, Contact Mailing Address Business Phone : Cell Phone: Fax Parcel ID # (available from assessor's office pp��t� �{ - ©©- Q at 920-5160 or at www.aspon.com/assessorl CA-- _ _ _ Street address of property a� n n qty fS�son Legal Description: Lot Block Filincr Subdivision l L° n Size of lot: 0 31acres. '�,y e of proposed structure: ` Size of bldg. envelope: Tota s uare feet of house ��3 uP h �# of bedroo s i house/ ril/U s # o ices lofts & similar sized rooms in house ZZXl 4 Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home ()�) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well (X ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes. 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit: second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit r-,.uired for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have ~een obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage d�sposai system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. ,WQe- r+ • Signature of applicant Date Received by _� i Receipt # Date --7� A 167 November 9, 1999 Nancy MacKenzie Pitkin County Environmental Health 130 South Galena Aspen, CO 81601 Re: Borich ISDS — 0329 Red Dog Road, Pitkin County, CO HCE File Number 99004.19 Dear Nancy: On November 9, 1999 High Country Engineering personnel observed the construction of the ISDS located at 0329 Red Dog Road in Pitkin County. One 2000 -gallon septic tank and 54 Infiltrator "Equalizer" units had been installed in a trench absorption system, but no backfilling had taken place. The installation of the system was in conformance with the intent of the design. Enclosed is a copy of the as -constructed measurements. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Roger D. Neal, P.E. Principal Engineer RDN/djw F n / Pitkin Environmental Health Departmv Contact L: - Sheet • • 1_ • _ Person Scoken To I . Comments I • • be Taken m 1 17, MEMO x.. :.rsm,41IMmm 167M- ....:r� .. • � .... A 0 HEIPWORM-PAWLAK GEOTECHNICAL, INC. September 28, 1998 Rick Borich 0329 Red Dog Road Carbondale, Colorado 81623 5020 Road 154 Glenwood Springs, CO 81601 Fax 970 945-8454 Phone 970 945-7988 Job No. 198 559 Subject: Subsoil Study for Foundation Design, Proposed Residence, 0329 Red Dog Road, Pitkin County, Colorado Dear Mr. Borich: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in general accordance with our agreement for geotechnical engineering services to you dated August 14, 1998. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. proposed Construction: The proposed residence will probably be a two story structure with the lower level a walkout basement located on the site as shown on Fig. 1. Ground floor will probably be slab -on -grade. Cut depths are expected to range between about 3 to 10 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. An on-site septic disposal system is planned to the northwest of the residence as shown on Fig. 1. If building conditions or foundation loadings are significantly rel recommendations t ons presented in fferent from those described above, we should be notified to re-evaluate this report. Site Conditions: The site is located on an easterly facing hillside with strongly sloping grades of about 10 to 15%. Elevation difference across the proposed building area is about 8 to 10 feet, and about 30 to 35 feet across the lot. There is an existing mobile home (tr4iler) located on the site approximately as shown on Fig. 1, along with several other out -buildings. The proposed building site appears natural eg t d with grass and weeds. There are existing residences on the adjacent lots. Slubsurfiace Conditions: The subsurface conditions at the shown on Figte by 1 excavatiklg two exploratory pits at the approximate locations was looted in the proposed building area and the second pit s of the pits �was went profile d on Fig. area of the ptoposed septic disposal system t The o tgof topsoil, consipresented t of silty to very silty The subIsoils encountered, below a Fick Boric4 September',28, 1998 Page 2 sand and occasionally very sandy silt with gravelly and cobble zones. The subsoils appeared loose to medium dense and extended to the pit depths of 8 to 10 feet. Results of swell-cdnsolidation testing performed on a relatively undisturbed sample of the very sandy silt gubsoils, presented on Fig. 3, indicate low compressibility under existing low moisture condition and light loading and moderate to high compressibility when wetted and loading increased. The sample showed a moderate collapse potential when wetted under a constant light load. Results of a gradation analysis performed on a sample of the silty sapd with gravel and cobble subsoil (minus 3 inch fraction) obtained from the site are presented on Fig. 4. The laboratory testing is summarized in Table I. No free water was observed in the pits at the time of excavation and the soils were slightly moist, Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, the proposed residence can be founded on spread footings placed on the undisturbed natural soil designed for an allowable bearing pressure of 1,000 psf with a risk of settlement. The soils tend to compress after wetting and there could be some post -construction foundation settlement if the bearing soils become wetted. Precautions should be taken to prevent wetting of the bearin! soils. The settlement potential could be a few inches or more depending on the depth end extent of wetting. Methods to mitigate the potential for building settlement] and distress include a heavily reinforced mat foundation, a drilled pier ioundatiot or pre -wetting of the subsoils prior to cotnstucting the spread footings. Subsurfacb drilling and additional analysis would be needed to provide rpr,nrnrne�dations for these alternatives. ]Footings should be a minimum width of 20 inches for continuous walls and 2 feet for columns. All topsoil and disturbed soils etscountered at the foundation bearing level within th excavation should be removed and the footing thin beemoist ned and well vel extended down to the undisturbed natural soils. The footing subgrade shou compacted to help limit the settlement potential. Exterior footings should be provided with ade4uate cover above their bearing elevations for frost protection. Placement of footings �t least 42 inches below the exterior grade is typically used in this area. Continut}us foundation walls should be heavily reinforced top and bottom to span local anomalads and better withstand the effects of some differential settlement such as by assuming an unsupported length of at least 14 feet. Foundation walls bared on an retaining orne-=ds should also be designed. to resist a lateral earth pressure L I n e.rn-rce^W L401 M Rick $oric6 September �8, 1998 Page 2 equivalent fluid unit weight of at least 45 pcf for the on-site soil excluding vegetation, topsoil and; oversized rock, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loa4ed slab -on -grade construction. There is a risk of slab settlement if the subgrade *comes wetted. To reduce the effects of some differential movement, non- structural door slabs should be separated from all bearing wails and columns with expansion �oints which allow unrestrained vertical movement. Floor slab control joints should be psed to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experienc�and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less titan 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum ;standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. UnderdrEdn System: Although free water was not encountered during our exploration, it has bee* our experience in the area that local perched groundwater can develop during titles of heavy precipitation or seasonal runoff. Frozen ground during spring runoff cat also create a perched condition. We recommend below -grade construction, such as rdtaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The dra should consist of drainpipe placed in the bottom of the wall backfill ranular material. The drain surroundo above the invert level with free -draining g should bplaced at each level of excavation and at least 1 foot below lowest adjacent finish gr de and sloped ata than minimum 1 % to a suitable gravity outlet. Free -draining granular jmaterial used in the underdrain system should contain less 2 % pas g e No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches The drain gravel backfill should be at least 11/2 feet deep. An impervious membraie such as 30 mil PVC should be placed beneath the drain gravel in a trough shapeam attached to the foundation wall with mastic to help prevent wetting of the bearing ,oils. H -P GEoTECH Nick Borio Septembers 28, 1998 Page 2 Surface I*ainage: Positive surface drainage is an important aspect of the project to limit the potential for wetting below the building. The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) ld b R I 3) S) Inundation of the foundation excavations and underslab areas sb.ou e avoided during construction. Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the fust 10 feet in pavement and walkway areas. A swaie may be needed uphill to direct surface runoff around the residence. Roof downspouts and drains should discharge well beyond the limits of all backfill. Landscaping which requires regular heavy irrigation such as sod, should be located at least 10 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the foundation caused by irrigation. Percolation Testing: Percolation tests were conducted on September 16, 1998 to evaluate tie feasibility of an infiltrations disposal system at the site. one profile pit and tiVee percolation holes were dug at the approximate vtocat%d gat thewn on Pb�attocn The test �oles (nominal 12 inch diameter by 12 inch deep) ere of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed �n the percolation holes are similar to those exposed elpos ane �i'Profile e � eccaPlatiQn testwn Pig. 2 atkd consist of silty to very silty sand with gra y results, presented in Table 11, indicate average percolation rates from about 16 to 23 minutes r inch. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. __ -- u_a r:cnTFr.H I Rick Bori6h September 28, 1998 Page 2 i Limitatias; This report has been prepared for the exclusive use by our client for design pu pposes. We are not responsible for technical interpretations by others of our infformatrgn. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recomme ations, and to verify that the recommendations have been appropriately interpreted Significant design changes may require additional analysis or modifications i to the recgmrmendations presented herein. We recommend on-site observation of excavatio4s and foundation bearing strata and testing of structural fill by a represen ive of the geotechnical engineer. If you ha� any questions or if we may be of further assistance, please let us know. Sincerely,', HEPWORTH - PAWLAK. GEOTECHNICAL, INC. Stet of i• 2.216 y David A. ;Young, P.E.` ,?c��$°•a;.Q`,� Reviewed] By: �0®is�%NALE�� ��,'+tttI Steven L� Pawlak, P.E. DAY/kszn APPRO)OMATE SCALE 1' a 100' LEGEND ■ EXPLORATORY PIT PERCOLATION TEST HOLE 1 I� W PROPOSED SEPTIC ,� DISPOSAL. 1030 SITE 1040 1020 P 2N P 1A PROFILE I I O IT II 1010 fj PIS 1 � I w EXISTING I TRAILER PROPOSED fITBACK Lf RESIDENCE LINEs 1040 1020 1010�� I i p'WORTH - pAYVLAK ANDLOC�P�RCCILA�ON�ORATO N OF HOl.EI S �Fi. i ��76TECHNICAL, INC, J PIT 1 ELEV. _ 1036' WC -2.0 DD -42 -200-31 wc-3.3 0 DD -26 J +4=18 -200-34 PROFILE PIT ELEV. = 1029" SAND (SM -ML) ; silty to very silty and occasionally very sandy silt, gravelly zones with cobbles, loose to medi jm dense, slightly moist, red -brown, porous. 2" Diameter hand driven liner sompie. a Disturbed buaki sample. NOTES: 1. Exploratory pits were I excavated on September 15, 1998 with a bockhoe. a#eiy by pacing from features an the site 2. Locations of exploratory pits were measured approxirn pian provided. obtained by interpolation between contours on the site 3. Elevations of the expi�°ratory pits were pion provided. ions should be considered accurate only to the degree 4. The exploratory pit Ications and elevat implied by the method used. resent the approximate 5. 'The lines between moshown andhe tans ionsory ma pit logs grad al. boundaries between �ateriai type y be countered in the pits of the time of excavating. 6. Na free water was time. Fluctuations in wate level may occur with 7. Laboratory Testing gesuits' WC = water Content ( Z 1 DD = Dry Density (1 W ieve +4 = Percent retai� ed on °200ssieve -200 - Percent poissinq HEP QRTy-� — PAWLLOGS OF EXPLORATORY PITS Fig, 2 1988 559 GEOTECHNICAL, INC. 0 0 0 LL5 I 10 LEGEND: 0 TOPSOIL J PIT 1 ELEV. _ 1036' WC -2.0 DD -42 -200-31 wc-3.3 0 DD -26 J +4=18 -200-34 PROFILE PIT ELEV. = 1029" SAND (SM -ML) ; silty to very silty and occasionally very sandy silt, gravelly zones with cobbles, loose to medi jm dense, slightly moist, red -brown, porous. 2" Diameter hand driven liner sompie. a Disturbed buaki sample. NOTES: 1. Exploratory pits were I excavated on September 15, 1998 with a bockhoe. a#eiy by pacing from features an the site 2. Locations of exploratory pits were measured approxirn pian provided. obtained by interpolation between contours on the site 3. Elevations of the expi�°ratory pits were pion provided. ions should be considered accurate only to the degree 4. The exploratory pit Ications and elevat implied by the method used. resent the approximate 5. 'The lines between moshown andhe tans ionsory ma pit logs grad al. boundaries between �ateriai type y be countered in the pits of the time of excavating. 6. Na free water was time. Fluctuations in wate level may occur with 7. Laboratory Testing gesuits' WC = water Content ( Z 1 DD = Dry Density (1 W ieve +4 = Percent retai� ed on °200ssieve -200 - Percent poissinq HEP QRTy-� — PAWLLOGS OF EXPLORATORY PITS Fig, 2 1988 559 GEOTECHNICAL, INC. 0 1 bC 2 0 3 CL V 4 5 6 7 8 9 1 r i Moisture Content = 3.3 percent Dry Density Weight 96 pcf Sample of- Very Sandy Silt From; Pit 1 at 7 Feet i I Compression I upon wetting I I 0 I i i i � — � S a I 1.4 10 0.1 APPLIED PRESSURE — ksf FiEPVMORTH - pAWLAK SWELL-CQNSOLIDAWN TEST RESULTS 1g8 559 GEOTECHNICAL, INC. 140 Fig. 3 rn LO U) co rn 6 z m 0 Z UZ J � C) W z X uj W h 0 c" UJ _ p i� w t— Qca 40 �-- Co a Q U- CL 0 F- cc 0 W cn x Cr 3 1 >'1 6 cY) ra a GO d n 00 cv 0) J a N M 40 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE II Percolation eptember 15, 98 NATE: Percolation test acted onr Septa ber 116, 1998 bn the y HfP Geotech. Thepercolation rabackhoe pits and soaked on tes were determined by averaging tests were cbnd the last 3 readings of each test site. I i PERCOLATION TEST RESULTS JOB NO. 198 559 HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE PERCOLATION (INCHES) INTERVAL AT START OF AT END OF WATER (MIN) INTERVAL INTERVAL LEVEL RATE (INCHES) (INCHES) (INCHES) (MIN./INCH) P-1 ,65 15 16 123/4 31/4 12 314 101/2 21/4 101,12 83/4 1 314 8 314 7 112 1 114 water added 8 6 314 1 114 63/4 53/4 1 5 314 4 314 1 43/4 4 3/4 16 57 15 15 93/4 5 114 P-2 9 314 71/4 201/2 water added 7 114 5 314 1 112 5 314 4 13/4 7 114 53/4 1 112 5 314 4 314 1 4 314 33/4 1 3 314 3 3/4 16 15 13 101/2 2 112 P-3 52 101/2 8 314 1 314 83/4 7 112 1 1/4 i 71/2 6 112 1 water added 7 114 6 1 114 6 5 114 314 5 114 4 112 314 41/2 4 112 23 Percolation eptember 15, 98 NATE: Percolation test acted onr Septa ber 116, 1998 bn the y HfP Geotech. Thepercolation rabackhoe pits and soaked on tes were determined by averaging tests were cbnd the last 3 readings of each test site. I i C•� i_J °WS "°' wELL coNSTRUGTION AND TEST REPORT For orrice use only �VTJ STATE OF COLORADO, OFFICE OF THE STATE ENGINEER I. WT --IL PERMIT NUMBER L OWNER NAME(S) Mailing Addr City, St. Zip Phone ) WELL LOCATION AS DRILLED: 1/4 X1/4, Sec. Twp. Range DISTANCES FROM SF C. LINES: _AL _ ft. Prom Sec. line, anderun or toLan)_ ft. from Sec. line. OR (a an urwuw SUBDIVISION: LOT BLOCK FIUNG(UNIT) STREET ADDRESS AT WELL LOCA710N: GROUND SURFACE ELEVATION ft. DRIIWNG METHOD. /8 DATE COMPLETED '" TOTAL DEPTH 1�U ft, DEPTH COMPLETED (0�ft, GEOLOGIC LOG: 6. HO (in.) From (ft) To (ft) Depth Description of Material (Type, Size, Color, Water Location) 7. PLAIN CASING OD (in) Kind Wall §fie Fra (ft) To(ft) PERF, CASING: Screen Slot e:� 8. FILTER PACK: 9. PACKER PLACEMENT: . Material Type Size Interval Depth - 110. GROUTING RECORD: ate; ial Amount,/Deennsiity interval Piacemern rf: EMARKS:_ C DISINFECTION: T Amt, Used N-- WELL TEST DATA: Ch ck box if Test Data is submitted on Form No. GWS 39 Sup iemenia[_1tYEILIEst- TI:S�tB 'METHOD -- 1 - Static Level _ /100 _ k Datme measured A* -_.K /,Production Rate gpm. Pumping level �ft, Date/Time measured _ - Test length (hrs.)____.i. Remarks I have read the statements made hetein and know the contents thereof, and that they are true to my knowledge, (Pursuant to Section 24-4-104 (13)(a) C.R.S., the making oft Ise statements heroin constitutes perjury in the second degree and is punishable as a class 1 misnemeanor.) ONTRACTOR llu$ Phone ,1 � --4/6Lic. No..4ci . iiiN Address ame/Thle (PK ase type 95print) Signat�, Date y STANDARD BACTERIOLOGIC ALWRTER TES p Analyst•l�/•j1�1' UN UITABLI I ASM CORIOUDATED SANITATION DISTRICT T R1 UA4ee f TEST *' E f BERYICE Cxm I ER DRiy RESULTS ASPEN, COLORADO 81611 W e - MEMBRANE FILTER (470) 925-7262 -- a -.4 DIRECT ` uj PWS ID #F Sanv* Location _ 0 t� , NAME OF (�' _ ; k_„ VERIFIED SAMPLE TAKEN: DATE TIME---e-s�x-�`1— SUPPLY _i�tl�J -- W � �� CHLORINE FECAL ASSENT PRESENT v COUNTY SAMPLER_ 1Qk_._. RESIDUAL MGIL Q ( j COMMUNITY SUPPLY ( } ROUTINE DISTRIBUTION SYSTEM SUPPLY H ( } NONUN4TY { )CHECK SAMPLE { } PROCESS WATER ADJUSTED COUNT: C�IFORMJ100ML ( ) OTHEIBLIC ( } RAW I } GROUND ( } SURFACE t ) SPECIAL PURPOSE LAURYL ULFATE BROTH Z T l PRIVATE RPOSE SAMPLE **NOTE; IF ALL MFOR#4ATKN1 IS NOT SUPPLIED, THE SAMPLE/WILL WILL BE DISCARDED 2a REMARKS: [ %671 I> la9� �I RETURN TQ ` c - d 1 i-- — $ T ., BGB ADDRESS---.Lix��� MPN M COUFORMI100ML h CITY-STATE_ RESULTS WITH ONE OR MORE COLIFORMS ` � � SEE INSTRUCTION ON BACK PAGE - PER100 ML INDICATE NON-COMPLIANCE L o SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS WITH MINIMUM DRINKING WATER STANDARDS 3FP WE ova_/ 42MU 10?28/1ft 0:5" ItlENM=1 awr.S SZLVI 1 •f '! R «.8d 0 0. M ®. PITKIN aWNTY CO RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF iP1TKTN COUNTY, COLORADO, GRANTING 1041 HAZARD REVIEW AND CONCEPTUAL SUBMISSION TO Il C '.1I ,t VI 1 y.1 Resolution- No. Aff RECITALS Rick and Kelly Borich, hereafter "Applicants",' have applied to the Pitkin County Board of County Commissioners, hereafter `Board", for 1041 Hazard Review and Conceptual Submission approval to establish a building envelope for the construction of a single-family residence. 2. The property is located at 0329 Red Dog Road, and is more specifically described in Exhibit iiAff 3. This application was reviewed by the Planning and Zoning Commission, hereafter "Commispion", at a regular meeting on August 4, 1998, and a unanimous recommendation of approval was forwarded to the Board. 4. The Board heard this application at its regularly scheduled meeting of October 14, 1998, at which time evidence and testimony were presented with respect to this application. S. The Board finds that this application proposes development in the best possible location, given the hazards identified on the property. NOW MREFORE BE IT RESOLVED by the Board that it does hereby grant approval to the Borich 1041 Hazard Review and Conceptual Submission subject to the following conditions: I. The applicants shall adhere to all material representations made in the application and public meetings 2. Prior to building permit application, the applicants shall record a 24 x 36 inch mylar 1041 Hazard Review Ste Plan. The site plan shall also be submitted in a digital format for integration into the County Geographic Information System (GIS). The face of the site plan shall include the following: A. Z?he site plan shall include a signature block for the Board of County Commissioners. B. The total acreage shalt be identified. I 3. The applicants shall implement the following measures to mitigate impacts to wildlife: A. All dogs shall be kenneled - B. °sting boundary fences may remain oil SLte, however any replacement or fixture fencing stall comply with the amended Pitkin County fencing requirements. I i C. ,any fowl shall be enclosed as to prevent disease transmission to wild turkey. D. if horses are kept, all hay shall be fenced with 8' game proof fencing at owner's expense. E. All garbage must be kept indoors or in bear-pmof containers. F. No development, including grading, landscaping, vegetation removal or disturbance, shall occur outside of the approved building envelope, except for utility and driveway extension and maintenance. a. The applicants shall comply with the following landscaping and wildfire defensible space mitigation standards: A. gush, debris, and non -ornamental vegetation shall be removed within a minimum 10 foot perimeter around the structure. B. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels a minimum of a 30 foot perimeter around a structure built on fiat ground. C. Spacing between clumps of brush and vegetation within the 30 foot perimeters shall be a mindiameter of the ps shall be two mumtime of two timesof the fuel. hof the fuel. eight measurements shall be from the edges of the crowns two tunes the height of the fuel. D. All branches ftes and brush within the 30 foot above theground d removal of ladder fuels from around trees and meter shall be pruned to a height of 10 brush. E. Tree crown separation within the 30 foot perimeter shall have a minimum of 10 feet between the edges of the crowns. This does not apply to mature stands of Aspen trees where the above recommendation for removal of ladder fuels have been compiled with. in areas of aspen regeneration, the spacing guidelines shall be followed. F. All branches which extend over the roof eaves shall be trimmed and all branches within 15 feet of the chimneys shall be removed. GE The density of fuel within a 100 foot perimeter of the structures shall be reduced where natural redaction has not already occurred. H. All deadfall within the 100 foot perimeter shall be removed. 1 The applicants shall be responsible for the continued maintenance of the defensible space vegetation requirements. J, Future landscaping hall no include Gambel oak or serviceberry trees. 5. The #pplicants shall comply with the following additional wildfire mitigation standards: 111111,1111.rmi�uux IN A. Roof construction shall be Class A, non-combustible (no wood shake/shingles) material with no flat roofs. 13. Vents shall be screened with corrosive resistant wire mesh with mesh 1/4 inch maximum. C, Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris. E. All flammable materials shall be stored on a parallel contour a minimum of 15 feet away from any structure. F. Weeds and grasses within the 10 foot perimeter shall be maintained to a height not more than 6 inches. G. Firewood/wood piles shall be stacked on a.parallel contour a minimum of 15 feet away from the structure. H. Swimming pools shall be accessible to Fire Department vehicles. I. Fences shall be kept clear of brush and debris. J. Wood fences shall not connect to the structure. K. Any outbuildings or additional structures shall adhere to the same standards as structures. L. Fuel tanks shall be installed underground with an approved container. M. propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with defensible space vegetation mitigation around any above -ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire -resistive construction on the exterior side of the wails. N, Each structure shall have a minimum of one 10 pound ABC fire extinguisher. O� Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. P. The driveway shall be designed to comply with county standards. Q. All utility extension shall be buried within the driveway alignment. 6, :4 f>r ,l 'woodstove application must be filed and approved by the Environmental Health DepaXttnent prior to the issuance of a building permit. 7. prior, to the issuance of a building permit, the applicants shall obtain a septic permit from the Environmental Health Department. All sewage disposal systems must be designed by a registered I Oil 11111 1 IM "'57A MKSOWI DAVIS SILVI - g i. 'jr-jr7 professional engineer. Sewage disposal system shell be located within the approved building envelope i 8. Prior to the issuance of a septic permit, the applicants shall provide documentation of an adequate'domestic water supply on the property. Quantity and quality of said supply shall meet the apprdval of the Environmental Health Department. The well site shall be located within the approved building envelope. 9. No development is allowed within the identified utility easements on the site plan without permission from the easement owner(s). 10. Prior to Pertificate of Occupancy for the new residence, the existing trailer shall be removed. 11, For any *ee market residential structure of 5,000 gross square feet or greater, the applicants shall comply *ith Section 4.01.01(B) of the Pitkin County Road Management and Maintenance Plan, which rewires the applicants to provide construction trip*and residential trip generation studies. The applicants shall comply with this provision as it is in effect at the time of building permit issuance ko the satisfaction of the County Engineer. I NOTICE OF P LIC HEARING PUBLISHED lar THE ASPEN TII41<ES ON THE 12TH DAY OF SEPTEIV>LBER,. APPROVED AND ADOPTED ON TM 14TH DAY OF OCTOBER,1998. \M-s�.b R ti t+ T.s N*-r-fC*- /W ez 4 YA G Ac,4ru --ime� r J C -M ide.X- Z ill /99e' Ii ATTEST: BOARD OF COUNTY COMMISSIONERS OF PI'1'K1N COUNTY, COLORADO e A' . Dorothea Farris -� Deputy Clerk 830 Re corder Chair Date: ! APPROVED AS TO FORM: John El County Attorney Case #1P68-98 PID #2649-04 APPROVED AS TO CONTENT: ZLI4 Cindy Houben, Community Development Director 14 0-W PITKIN COWY CO ! i t EXHIBIT A PROPERTY DESCRIPT101i Of land situated in Lot 4 of Section 3 and Lot i of tract o A g South, Range 88 W4$t af. the Sixth Section.41 Townshipribed as follows: Principal McSidia4, desc Beginning ata int whence an iron post with a brass cap properly marked floc the ortheasttCornerrof said Section 4) (being the *&me e�s�1 minutes 24 seconds W. 596.39 feat; thence bear* M. so $sgr thence S. S. 00 dograes 15 inures �9 ascoreW. 1 441.58 feet;11 thence N. 68 01 degrees 22 Ai4tas 32 sedonds 111.90• feet; hence N. 33 degrees 00 minutes 51 seconds W, 54.11 feet; thence N. 52 degrees 06 minutes W. 101.80 feat; thence N. 82 degrees 54 minutes S1 seconds :,hence N. 07 1 degrees 39 Minutes 51 seconds. W. 109,4 22 . a 5 feet; thence N 15' degrees 13 minutes 09 seconds E. 5 fast; thence N' 18 degrees 54 minutes 04 Seconds E. 413.62 feet; thence S. 75 82 44 feat; .18 feet; thence S' 60 degrees 55 zinutbs 37 seconds E. • degrees 17 minutes 51 Seco � E. 141.86 feet; thence N. 66 degrs" 26 'inutts 51 reconPont of degrees 41 ttinutiss 09' seconds E. 31.99 feet to the b"innii . i , County of Pitki. . state of Colorado Ir��eaun�,u� I Ii�Iil ��III �illll IIIII11I111 11111 IIIII III III�i IIII IIII � aGyq - any -oo- aay � _�- - t Q 423828 10/28/1998 37A RESOLUTI DAV'S SILYI 1 of 3 R 0.00 0 0.00 N 0.00 PITKIN COUiNTY CO RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PTTKIN COUNTY, COLORADO, GRANTING 1041 HAZARD REVIEW AND CONCEPTUAL SUBNIISSION TO RICK AND KELLY BORICH Resolution- No. 98-� RECITALS Rick and Kelly Borich, hereafter "Applicants",' have applied to the Pitkin County Board of County Commissioners, hereafter "Board", for 1041 Hazard Review and Conceptual Submission approval to establish a building envelope for the construction of a single-family residence. 2. The property is located at 0329 Red Dog Road, and is more specifically described in Exhibit 3. This application was reviewed by the Planning and Zoning Commission, hereafter "Commission", at a regular meeting on August 4, 1998, and a unanimous recommendation of approval was forwarded to the Board. 4. The Board heard this application at its regularly scheduled meeting of October 14, 1998, at which time evidence and testimony were presented with respect to this application. 5. The Board finds that this application proposes development in the best possible location, given the hazards identified on the property. NOW THEREFORE BE IT RESOLVED by the Board that it does hereby grant approval to the Borich 1041 Hazard Review and Conceptual Submission subject to the following conditions: The applicants shall adhere to all material representations made in the application and public meetings. Prior to building permit application, the applicants shall record a 24 x 36 inch mylar 1041 Hazard Review Site Plan. The site plan shall also be submitted in a digital format for integration into the County Geographic Information System (GIS). The face of the site plan shall include the following: A. The site plan shall include a signature block for the Board of County Commissioners. B. The total acreage shall be identified. The applicants shall implement the following measures to mitigate impacts to wildlife: A. All dogs shall be kenneled. B. Existing boundary fences may remain oi: site, however any replacement or future fencing shall comply with the amended Pitkin County fencing requirements. 0 C. Any fowl shall be enclosed as to prevent disease transmission to wild turkey. D. If horses are kept, all hay shall be fenced with 8' game proof fencing at owner's expense. E. All garbage must be kept indoors or in bear -proof containers. F. No development, including grading, landscaping, vegetation removal or disturbance, shall occur outside of the approved building envelope, except for utility and driveway extension and maintenance. shall comply with the following landscaping and wildfire defensible space 4. The applicants mitigation standards: A. Brush, debris, and non -ornamental vegetation shall be removed within a minimum 10 foot perimeter around the structure. B. Vegetation shall be reduced tobreak up the vertical and oon flataground.uity of the fuels a minimum of a 3 n 0 foot perimeter around a structure built C. Spacing between clumps of brush and vegetation within the 30 foot perimeters shall be a diameter of the clums minimum of two times the height of 1 measurements shall be from tha,edges o f he crowns be of two times the height of the fuel.A of the fuel D. All branches from trees brush and and re oval of ladder fuels from around trees and foot perimeter shall be pruned to a height of 10 feet above the �' brush. E. Tree crown separation within the 30 foot perimeter shall have a minimum of 10 feet between the edges of the crowns. This does not apply to mature stands of Aspen trees where the above recommendation for removal of ladder fuels have been compiled with. In areas of aspen regeneration, the spacing' guidelines shall be followed. F. All branches which extend over the roof eaves shall be trimmed and all branches within 15 feet of the chimneys shall be removed. G. The density of fuel within a 100 foot perimeter of the structures shall be reduced where natural reduction has not already occurred. H. All deadfall within the 100 foot perimeter shall be removed. 1. The applicants shall be responsible for the continued maintenance of the defensible space vegetation requirements. J. Future landscaping shall no include Gambel oak or serviceberry trees. ply with the following additional wildfire mitigation standards: 5. The applicants shall com 1111111111111111111111111111111111111111111111111 IN 423828 10/28/1998 09:578 RESOLUTI ORVIS SILVI 2 of 5 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Q: Qy.-/rf A. Roof construction shall be Class A, non-combustible (no wood shake/shingles) material with no flat roofs. B. Vents shall be screened with corrosive resistant wire mesh with mesh 1/4 inch maximum. C. Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris. E. All flammable materials shall be stored on a parallel contour a minimum of 15 feet away from any structure. F. Weeds and grasses within the 10 foot perimeter shall be maintained to a height not more than 6 inches. G. Firewood/wood piles shall be stacked on a.parallel contour a minimum of 15 feet away from the structure. H. Swimming pools shall be accessible to Fire Department vehicles. I. Fences shall be kept clear of brush and debris. J. Wood fences shall not connect to the structure. K. Any outbuildings or additional structures shall adhere to the same standards as structures. L. Fuel tanks shall be installed underground with an approved container. M. Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with defensible space vegetation mitigation around any above -ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire -resistive construction on the exterior side of the walls. N. Each structure shall have a minimum of one 10 pound ABC fire extinguisher. O. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. P. The driveway shall be designed to comply with county standards. Q. All utility extension shall be buried within the driveway alignment. 6. A fireplace/woodstove application must be filed and approved by the Environmental Health Department prior to the issuance of a building permit. �. Prior to the issuance of a building permit, the applicants shall obtain a septic permit from the Environmental Health Department. All sewage disposal systems must be designed by a registered 111111111111 HIM MIN 11111-1111111111111111111111 IN 423828 10/28/1998 09:57A RESOLUTI DAVIS SILVI 7 _B ! n e ma n m mm u A AA a r r&eTu NAI IUTY PA R; qg professional engineer. Sewage. disposal system shall be located within the approved building envelope. Prior to the issuance of a septic permit, the applicants shall provide documentation of an adequate domestic water supply on the property. Quantity and quality of said supply shall meet the approval of the Environmental Health Department. The well site shall be located within the approved building envelope. 9. No development is allowed within the identified utility easements on the site plan without permission from the easement owner(s). 10. Prior to Certificate of Occupancy for the new residence, the existing trailer shall be removed. 11: For any free market residential structure of 5,000 gross square feet or greater, the applicants shall comply with Section 4.01.01(B) of the Pitkin County Road Management and Maintenance Plan, which requires the applicants to provide construction trip and residential trip generation studies. The applicants shall comply with this provision as it is in effect at the time of building permit issuance to the satisfaction of the County Engineer. NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES ON THE 12TH DAY OF SEPTEMBER, 1998. APPROVED AND ADOPTED ON THE 14TH DAY OF OCTOBER, 1998. vr-s-Mb AIkOTS No-r-►�-e eV� 11'S leb is Ylic AdAw 7 -;Me -r o c7v,6e-/- ATTEST: J es A 'e.a Deputy Clerk and Recorder APPROVED AS TO FORM: John Ely,- County Attorney Case #P68-98 PID #2649-044-00-004 BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO Dorothea Farris Chair Date: 10 a� -7Y-' APPROVED AS TO CONTENT: L 7� Cindy Houben, Community Development Director 11111111111111111111111111111111111111 III 111111111 III 423828 10/28/1998 09:37A RESOLUTI DAVIS SILVI 4 of 5 R 0.00 0 0.00 N 0.00 PITKIN COUNTY CO EXHIBIT A PROPERTY DESCRIPTION Of land situated in Lot 4 of Section of3tand he S oth1 of A tract Range West Section,4, Township 9 South, Principal Meridian, described as follows: oint whence an iron post with a brass cap Beginning at a p the Northwest Corner of said Section 3 properly marked for thence n the same as the minutes 24CsecondsfWsa596.39tfeet; (being thence S. bears N. 10 degrees 11 minutes 68 S. 00 degrees 15 minutes 09 seconds W: 440.58 t; thence N. O1 degrees 22 minutes 32 seconds W. 154.11 feet; N. 33 degrees 00 minutes 51 seconds W. 1541.1 feet; thence N. 52 degrees 06 minutes 51 seconds W, 54.11 feet; thence N. 82 degrees 54 minutes 51 seconds W. 101.80 feet; thence N. 07 degrees 39 minutes 51 seconds. W. 109.46 feet; thence N. 15* degrees 13 minutes 09 seconds E. 22.45 feet; thence N. 18 04 seconds degrees 54 minutes E. 413.62 feet; thence S. 75 82.44 feet; thence S 60 degrees 55 minutes 37 seconds E. 34.18 feet; S. 66 degrees 17 minutes 51 seconds E. thence N. degrees 26 minutes 59. seconds E. E. econds131.99 feet 41-86 �to the point of degrees 41 minutes 0 . beginning - county of pitkin, State of Colorado _ I I"III "II� "�"I (III" IIT ('III'I"I III "I'I'III I" 423828 10/28/1998 09:578 RESOLUTI DAVIS SILVI 3 of 5 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Z ® a Cu LZl js aa Egg q Q f qj O` > m A h IC r� tl F i N F q ;I Li E3 c2> m d� f y; ti U C3 o JWWIff m .0j -.(.j r — — — — -- - --------------- L -------------- r-- I I I I I I r I I I z�?� I I �3WJ xL Oz 1 (r7 P w p I - I I I CD XZWti Jaya I I LO) O> ODW W� I I U� FW- WJp I I yxoK L --J ¢pU �. 94 I I ILJr--, I I° p^I I z L mm I I SWwL_,_J I i oo�W \fir I ua(n r3nl I W. I I w6.a I I ("gip I io 3 vJi .� In I to - N 2adS 2I%22 =-- i l II �aI�LIEIII I I—J� V N 2adS ?02(e I _I � I I ao ez a,/11L i Ussnai a3d33NIDN3�I I q Q —I— J W OJ ci 1 -3 W I I L a I (u Z U7 ..w - r�Z...... 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SEPTIC TANK - `ems \3�» 12" MIN. COVER 36"- MAX. COVER - - .. _ LIZE INFILTRATOR U 82' 4' E /c�'l,OB Icj '030 ERVATION EXISTING W D }CO 12„ ❑ I LLJ o \%i\i\ - --- _...-___ __-` PROFILE / o INFILTRATOR UNIT \ ��� Ct\ / -_ _ PIT EXISTING PER C TEST NATURAL GROUND 24„ AND NROUG ENED LEVEL EXISTING ���0� OLE (TYP.) - 'OQ� rn I m t U A�. a- TRENCH CROSS SECTION (TYP.) N.T.S. \ /� — — — — — — — —— — — — — — — — — — /�` :. in o o U o w E E E E E E \� E E E I E E E E E E E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �I - rn � _ REMOVABLE CAP v / I �� Rc"A o°._� 4 - 1/2.,4 HOLES 0��----------- -- — -- — -- ---- -- --- ----- — --- — — ---'-- ---------------. -----"--.-----. Z0)° WQ N QO�'. Z z x LL 4" 4 SOLID PIPE S01 `223 n W , n S00°15 09 W0 - , 0 >- 8 00 PLACE THROUGH 'KNOCK 154.11 440.58' =O'!'� OUT' IN TOP d+ OF INFILTRATOR UNIT - SOLID CAP FOR 9 - - 01 U�Z 6 SUPPORT ® BOTTOM o 4. 4 PERFORATED PIPE Cl OF TRENCH OR BED O .WRAPPED WITH FILTER - S 4.. FABRIC " rn COMBINATION AIR VENT 8c INSPECTION WELL DETAIL _` --NEIGHBOR'S WELL (i " N.T.S. st +� } '•aY,al+ I•• Y %> 1' i GENERAL NOTES r�� Y. { )Ili� l ;i'°y',�' {� tai _-'?'�'t � r 4•s ry�dg' #i r•�'�'; � s,r,i•+c?J �y� ; ���. •�, � ��+ '�:-�.,. ��, .rr,.� ,. PVC CAPACCORDANCE FINISH GRAD E l. ALL CONSTRUCTION SHALL BE IN ACCORDAN CE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN. THOUGH p 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS DINTS TO WITHIN ONE—HALF FOOT OF FINAL GRADE. .: _ - ' ;.;. i1-�-. ,5 -:' _, "; C�. iE ,.;}11 . ALL SUCH REQUIREMENTS. ARE NOT SPECIFICALLY NOTED. ON THE DRAWINGS. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR SUCH a..o.' a oa. " SPECIFIC DETAILS AS. ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND. SLOPES MEET THOSE REQUIRED.- 1. -`'"-,a k=ti "�' 3 e•.f _-�. ' >"' �'"`" ''"°" '�'` '.��� i`�T� s>.�r��'•s� t-',, ah; a ,; .7�,.. �, u,,^, ,.> ,�_,,,,"`�".", ' *2 8. PROVIDE POSITIVE DRAINAGE OF. SURFACE WATER AWAY FROM MOUND--} L ti,_ +I "' `_, - '. - -i U) 2. FLOW: 4 BEDROOMS PERSONS/BEDROOM *100 GALLONS/PERSON/DAY IS: . FILL AREA USING DRAINAGE SWALES ASNECESSARY. s , -�� " •_, ,'.. �{ ,y,a. .5,. it• jc' -g _ .s"' s+•' .. �,r 800 GPD = AVERAGE DAILY FLOW. DESIGN = 1.75* AVERAGE = 1400 GPD (Q) 9. SOILS AND PERCOLATION INFORMATION FROM ORIGINAL TEST BY HP GEOTECH PERSONNEL. ON 9/16/98,.J08 #198 559. _ -_ ..�'�Y>k' i +;z; +`: ° `�� j;` ? :' ,.. .r.�X+i. �•�, �', E' 0 W a 4 COUPLING 4° RISER SEPTIC TANK: MINIMUM TANK SIZE: 1750 GALLONS (FOR 4 BEDROOMS, TOTAL) 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. _ - - - . _" "` -'%'-• -"�•-r ' " `•-' _ `. "L pp -'x_. . �' ',`•i./' _ - v"' �'.> ., r a j ; ' "� r �. U Z Q O O O W '� � 4" 45' SWEEP BEND • 4• SEWER LINE � " 2000 GALLON TANK IS NEXT STANDARD SIZE STANDARD ABSORPTION AREA: A = Q = 1400 x0= 1252 ft 2 5 V ` 5 VV ``. lL. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH R OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS _ OR FILTERS SHOULD NOT RE INTRODUCED INTO THIS SYSTEM: yt.. i � �- 12 ` { #.�. , ii y. + 1. �- :�,• , <�" P }S?ri' `t"" � � dr �{�[ '�' .w'} �.�rty{j f�+, }n' i. �^' "- y f ` '}�\i[ Y. _c t.I '. - t1S j�,,. � "�, - ] - _. _.,. tfi :- J'. . ?`>, 4 ILI _ ' ' 1, :„ :`�''"� � •"- i:: �,,; ,.r ;``+-�; v. - .r �x� '� ,F�,•1�' r Y.„,.. _ 1{ { ,e ,. J Fy(rM1•'” - ))) m U } � DO J >- W J F- W wZ Y Z Q WO FLOW - "INFILTRATOR EQUALIZER" UNITS (IN TRENCH) _. 24.79 SQ. FT. EACH "INFILTRATOR EQUALIZER" UNITS ARE 2' X 8' NOMINAL DIMENSIONS 12. SITE PLAN FROM 1041 HAZARD REVIEW DRAWING FROM LINES IN SPACE, JOB # 98028, DATED 4/23/98. - - ii c a t` k'4^4. {� °'• • = ,moi,,„ "•..;°:.mow:.°., f{d ., " a1 +`` .' .. r V WOy� 0) m (� J Q 0 ., " „ - 4 x 4 x 4 1252 SQ. FT. / 24.79 SQ. FT. / UNIT =. 50.5 UNITS.� 51 UNITS MIN. REQUIRED (55.. UNITS. SHOWN). �t-( -.: _ r orf .•r �t• .< } PVC WYE 0 Q 3. CLEAN OUTS ARE. REQUIRED AT ALL BENDS AND AT LEAST EVERY. 100 FEET ALONG THE HOUSE SEWER. # ,!? .i =. ;, moi. , �{' i „..Y � .• — � 'f. 1' 3 ';� Z .CLEAN OUT -. ASSEMBLY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL COMPONENTS OF THIS SYSTEM PRIOR TO THE ABSORPTION AREA WATER. _ a � %� � L" ..," ._ 'r'm`-, i -, },C � r .. 4+ �" ji:•"� 'd yam. ., - � � r { t - TIGHT TO PREVENT INFILTRATION. - '.� {� PROJECT N0: SEWER CLEAN OUT DETAIL 5. TOPSOIL COVER MAY BE. VARIED (WITH 1 FOOT MINIMUM) TO ALLOW. LANDSCAPING. - 99004.19 N.T.S. VICINITY MAP S 3 & 4, T9 S, R 88 W; 6TH PM NOT TO SCALE - SHEET 1 OF 4. EYuY _.-..e• ... .v^ ..... _- .. ... .: ... > .a i .> ..-1. .. >. _ m } a ~ 0] N07°13'09"E -------- ----——————————————— \ ————— � E --- ------------ � — E GRAPHIC SCALE w N O I� \_ \ E 30 �5 0 15 30 60 120 o 4 I E �— 54'04„ Ul \ \ E IN FEET ) o 1 inch = 30 ft. N O w w 1040 \ I PROPOSED \ \ I RESIDENCE \ I C.O. 2000 GALLON tee\ SEPTIC TANK �V18\54 r LIZEf 3� E 82.1 INFILTR ATE R UMTS04' X_x�( v W ERVATIONEXISTING OIBI WELL (TYP-) .,.:/WELL .__ I �Q NNr �QZ I Ci5' EXISTING XISTINE 10 UNITS INSTALLED I IN FINAL DS AREA/ L0°P. TRAILER TRENCH m � 0)m rn1-1 —T —/ — ------t� / -- --- —— -------- --- ---------- .. <W -- E E E E E E— -- E E E E E 'E E E E E E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z m I 'A V Cb Q7 70 cm Z sN dp I V zo- - -- ------------ ---- --------------------------- --- - W� n _ 1 _ ZWFru- S01°22' ar S00°15'09"W 9 O WaW� -8 . - �; co 154.11' 440.58' :3 v) _ _ m ®--m—NEIGHBOR'S WELL �i GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH 6. T�LL RISERS AS NECESSARY TO BRING ALL ACCESS W17F{If�\.ONE—HALF FOOT OF FINAL GRADE.' POINTS TO ii • }E.I _ i1: a r3 �`" -tip, •�.x (`� .� �,, 11 r — ?. cit �'�:.a ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG' AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. _ _. _. _.. _.._ _-- -_.._ - - _.. _.-- ._ _. _ .... -. ___ �ti �N( 4I.`.: : cu 'S W - 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY U FROM MOUND t Yl ii., 1 - I .""'.,s:_�'t.. �•Z" -., ti h,.l .. +' .. i(%" 1 / r 2. FLOW: 4 BEDROOMS *2 PERSONS BEDROOM / *100 GALLONS/PERSON/DAY IS: FILL AREA USING DRAINAGE SWALES AS NECESSARY. -•-•r�( r _.,, tt ".'fir j /a i .J1'i r rx ,;r _ �-m, �( I i .�` n `�' ,�i�r �'`.=,�1*t � �"y` F, ' f �t` � 3 � '* -�� rte.'. K ; � �+(;' 7.1 f ���;l } 800 GPD = AVERAGE DAILY FLOW. DESIGN = 1.75* AVERAGE — 1400 GPD (Q) 9. SOILS AND PERCOLATION INFORMATION FROM ORIGINAL TEST BY HP GEOTECH��»a'g.a� PERSONNEL ON 9/16/98, JOB {/198 559. �>�'� r'; �-. 'l; �;,•--f ':''+ :.1 -'""'..,I 1-,,� x, } O J O W Q e iF }.a�f h ."' 1I1' ,. K ?�r .�+1 ff,. l- rPx_ y = a U CO SEPTIC TANK: MINIMUM TANK SIZE: 1750 GALLONS (FOR 4 BEDROOMS, TOTAL) 10. THIS DRAWING DOES NOT CONSTITUTE AN ISIDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS.t 'f ' , ' a `r1 4 �'�' .' 7 is I+ < , $ i h !: . / , d ._' '.. �.. !" U_O Z 0 W W � O O �-- 2000 GALLON TANK IS NEXT STANDARD SIZE ,.7 �l 5 4 a r`i ., e�kk , (� ik lr^'+ {� • - Y 4 �. �f' ( fr ; ,' iTf• > ;,r. i 1 f p is Q (f� CO U co Q J - STANDARD ABSORPTION AREA: 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES OR ONLY. BACKWASH WATER SOFTENERS I k ,y `�., 'r W W m A = Q r = 1400 �0 = 1252 ftz OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS THIS SYSTEM. 4 '� ��s �j J- - $'t �� - %j H 1 5 V ` 5 V ` OR FILTERS SHOULD NOT BE INTRODUCED INTO FROM IN SPACE,1�I+x ,13 r ii} r �i i� I t+ Y O = Q REVIEW DRAWING 12. SITE PLAN FROM 1041 HAZARD RE E D LINES cc W "INFILTRATOR EQUALIZER" UNITS (IN TRENCH) 24.79 SQ. FT. EACH JOB # 98028, DATED 4/23/98. e 1 t y7.Fiy.�,rj ' .,} '!x. ,---•-'.-<- Y Z O co H m "INFILTRATOR EQUALIZER" UNITS ARE 2' X 8' NOMINAL DIMENSIONS J 1252 SQ. FT. / 24.79 SQ. FT. / UNIT = 50.5 UNITS 51 UNITS MIN. REQUIRED (55 UNITS SHOWN). r r13 �rS tilt .. •,,, �r, iC,+ I ' ` 1 f w',.� r•'.f y xt, , t., 1 ti -v._ t 44 t .. AT ALL BENDS AND AT LEAST EVERY 100IS "i"� i r. � r1lf 3 s,��`�, �,s; `� _,,,' j' Z 3. CLEAN OUTS ARE REOUIRED _•-`.'t ,� .�„_,ar Ir FEET ALONG THE HOUSE SEWER. f 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL COMPONENTS OF THIS SYSTEM PRIOR TO THE ABSORPTION AREA WATER 1 r st, ,I+�x -+„ '�' { -� a�`f'Y*F�•`• �,: TIGHT TO PREVENT INFILTRATION. �� `r'fi"^`r �` ' %t.,� �` ' 5.n �.... A ^.- `.,i" v. l.• rn t� t '�_'- I ! '4 1 r J PROJECT NO. 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW 99004.19 LANDSCAPING. VICINITY MAP S 3 & 4, T9 S, R 88 W, 6TH PM SHEET 1 NOT TO SCALE OF 1