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Home My WebLink Aboutpitkin.eh.246314300011 (1999)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. 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 Permit # 99082 Parcel ID # 2463-143-00-011 Type of permit New( X ) Repair( ) Addition to House( ) Name of Owner William Roberts Street Address 202-Gabin-Drive, Stark Mesa Property legal description Lot 15,Sec 14,Twn 8 S, R 88W Size of lot 15.81 Total square footage of the house Water source private well # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by 3830 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit FOUR bedrooms Jerome Gamba Permit information Mailing Address PO Box 1458 Glenwood Springs CO 81602 Perc rate 26 Profile hole depth 8' Depth to groundwater or bedrock Septic tank capacity 2000 gallons Absorption area 1428 sq ft " Comments M Septic permit approved per compliance with the engineer design and specifications with engineer stamp dated 9/9/99. Any changes must be approved by this department and the design engineer pr 2f to them being made. System is design for a 2,000 concrete septic tank. Per Pitkin County regulations a 30% reduction is taken for the use of "EQUALIZER -36" Infiltrator Units in a trench configuration using an equivalency area of 24.79 sq. ft. The design shall be 6 trenches of 10 units long for a total of 60 units. There shall be 6 feet of undisturbed soil between the trenches. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This department does not endorse any brand of products. Permit approved by: 2,L4Le, Date: ✓` Plans and specifications of the pro sed 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: �'--am_ — Final inspection approval:Date: nnnnn, ASPEN/PITKIN ENVIRONMtN I At_ MtAL I N utrAK I MtN I APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM S. Galena St., Aspen Colorado 816' Phone 970-920-5070/Fax 970-920-503'6 Name of OWNER t, -:'t) -:4 M 120bP rl C/o U-)0 c Owners Mailing Address //y el4r b o 192 A- I -e— Ont o Business Phone: qQ - IL L2 Home Phone: Q7D - 7b !�, - / $r5 t5— Primary Primary Contact Person (all communication regarding this permit will go through this person) Name , t ( , M P•1to e) S Company oT �\- t- C /V Ir c- ,` Contact Mailing Address Business Phone. Ceil Phone : 7 - 1 -7 Fax 9& - Parcel ID # (available from assessors ottice at 920-5160 or at www.aspen.com/assessorO Street address of property p L e 7 ,::w h 3e �.T r� ,Fil�ng S6y d .Subdivision Size of lot: j, 4/ acres. Type of proposed structure: jrri1,a Size of bldg. envelope: j'0 X I 11�'3L -±,-• 0o- b L L Legal Description: Lot / 5 Total square feet of house�� . C) # of bedrooms in house # of offices, lofts & similar sized rooms in house 7 Caretaker Unit: Attached ( 00' Detached ( n'Tr Total area(sq. ft.) of caretaker unit IfI4- # of bedrooms in caretaker unit Air h4- # of offices lofts and similar size rooms of caretaker unit 1V/ fi- Permit is for: New Home (�/) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( �() Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISIDS 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 3330 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 required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department. Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal 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. Signature of applicant n • Y� \ Date Received by Receipt # 3 Date } 000002 an / Pitkin Environmental Health Departrr Contact Log Sheet Name: :; I lV K-U6LtV Ib I10#i ?-4o I1;CO-011 Address: Zoe (ILo DYi\ E � v�af-{( Vv-�GCL -- 000003 ®�'MINK JUNE, am MINMINIANVIII.M ii1b � �' � I ' ifs��' --pp • Y • _ iprm 000003 Name: rcel ID#: 000004 Aspen / Pitkin Environmental Health Dep< =_nt Contact Log Sheet Address: ie in e5 11 u v I i''. ,' .. _ - -` - .. '� { • � 0 0 ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130SouthGalena Street; • Aspen,Coloradol3lBI 1 • 970/920-5090 BUILDING INSPECTION CHECK LIST Inspection__ Reinspection Partial Complete Permit No.'L - ❑ STEEL (Rebar) ❑ ELECTRIC ❑ PLUMBING ❑ MECHANICAL ❑ APECC ❑ BUILDING ❑ Footings ❑ Constr. Service ❑ Underground ❑ Rough ❑ Foundation Insulation ❑ R -Frame ❑ Caissons ❑ Underground ❑ Waste & Vent ❑ Flue(s) ❑ Slab Edge Insulation ❑ Roof Ventilation ❑ Wall ❑ Rough ❑ Water Pipe ❑ Gas Log ❑ Insulation ❑ Drywall ❑ Wall Cores ❑ Perm. Service ❑ Gas Pipe ❑ Combust. Air ❑ Glazing ❑ Special ❑ Struc. Slabs ❑ Final ❑ GasTag ❑ Ventilation ❑ Pool ❑ Mobile Home ❑ Pads ❑ Bonding ❑ Final ❑ Kitch. Hood ❑ Spa ❑ Final ❑ Piers ❑ Special ❑ 'Fire Sprinklers ❑ Final ❑ Final ❑ ❑ Bond Beam ❑ ❑ ❑ ❑ ❑ Accepted ❑ Accepted as Noted ❑ Rejected ❑ Reinspection Fee $ ❑ You are required to make the following corrections on the construction which is now in progress.• Contact Fire Marshal for sprinkler inspection. Instructions to DESCRIPTION: # Levels Garage: Attached Detached: Carport Entry Foyer_ Bedrooms Full Bath _ 3/n Baths 'h Baths _ Kitchen Dining Living Family/Rec Media Room_ Library Office/Study— Exercise Room_ Solarium/Greenhouse Storage Laundry Mech. Mud Room Sitting Room _ Den _ Breakfast Nook ACCESSORY UNIT: Living_ Kitchen_ Bath_ Bedroom • - Fireplace: Make: Gas Appliance: Make: �P,� 000013 Gas Contact Phone — c - Request Received Qp TIME AE Request for M T W F am pm TIME: Date Insp. Inspector HENWORTH-PAWLAK GEOTECHNICAL, INC. TABLE II PERCOLATION TEST RESULTS JOB NO. 199 554 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 58 15 refill refill 9314 5 112 4 114 14 5 112 3 314 1 3/4 7 1/4 5 1/2 1 314 5 1/2 4 1 112 4 3 1 5 1/4 4 1/2 3/4 4 112 3 1 112 3 2 1 P-2 52 15 refill refill 8 1/4 6 1/4 2 18 61/4 4314 1 V2 43/4 3 1/2 1 114 61/2 51/2 1 5 1/2 4112 1 5 112 43/4 314 43/4 4 3/4 4 3 1 P-3 66 15 refill 83/4 7 1/4 1 1/2 26 7 1/4 6 1 1/4 6 5 1/4 3/4 5 1/4 4 1/2 3/4 4 1/2 3 3/4 314 5 3/4 5 1/4 1/2 5 1/4 4 1/2 3/4 41/2 4 1/2 NOTE: Percolation holes were hand dug in bottom of backhoe pits and soaked on July 22, 1999. Percolation tests were conducted on July 23, 1999. The average percolation rates are based on the last three readings. , p 3r 3$ 000014 000015 PIT 1 PIT 2 PD'ILE PIT ELEV. = ELEV. = 26' 0 FO � d v I 5 A WC=fi.4 5 s OD-90 -200=79 0 a p wC=10.4 v 00=96 WC=7.4 SL 00=92 10 _ 10 LEGEND: NTOPSOIL; sandy silt, organic, stiff, moist, dark brown. F1SILT (ML); sandy, slightly clayey. firm, slightly moist. brown, slightly porous and calcareous. FM GRAVEL. COBBLES AND BOULDERS (GM); silty, sandy, dense, slightly moist, reddish brown. °o' L:o 61 2" Diameter hand driven liner sample. i Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on July 22, 1999 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of the exploratory pits were obtained by interpolation between contours on the site plan provided. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve HEPWORTH —PAWLAK LOGS OF EXPLORATORY PITS Fig. 2 199 554 1 GEOTECHNICAL, INC. 000015 'ONI '-lV3INHC31O30 y59 66L 'bid S11nS32J 1S31 NOIIVOI-lOSNOO-- 13MS >IydMVC3 — Hi2JOMd3H I" — 321nSS38d 0311ddV DOL OL O L L D 8 uodn uoissaidwo0 laa3 6 to Z l!d :wouj ll!S (puoS :lo aldwoS pd Z6 = /l!suaD ,(j0 luaojad V'L = lualuoo ajnlsiory DOL buillam uodn uoissaidwo0 M — 3dnSS38d 031-IddV OL 0'L laad 9 to L l!d :woJ3 ll!S LpuoS :lo aldwoS lod 96 = ApsuaO Aj(i luaojad ti'OL = lualuo0 ajnlsioyy 00001 L 4M Z I E� S Z ,y 0 V z Q U_ w z ¢ F U w W F— O�" Wo:: V W O Cc 0- 0 Q Q m J Q J Q '1 a O S } � Q O � n. LLJ 000017 O < � J O O m � cn cn ? T T C C C m o ) o j _ y U - i r 2 O _ U � O " � U Gx c f a z- 4 u Gc a 5 f f o � _ a W =r> m 6 2 0 o" 0 a U _ V < f r = (0 O N o z _ C) (D (n � z 2 - O O O z 4 u z 0 o _ a a 6 a a N 000017 PROPERTY BOUNDARY 0 - P 3lj�A�O �P 2 PROFlLE PIT r / � 1 \ BUILDING _J I� ENVELOPE �\ 20 25 PIT 1 / PIT 2/-20 / _� 25 PROPOSED �% *� / RESIDENCE �'-4 30 30 APPROXIMATE SCALE 1n=100' 199 554I HEPWORTH — PAWLAK GEOTECHNICAL, INC. 000018 DRIVEWAY LOCATION OF EXPLORATORY PITS T Fig. 1 ASPEN/PIIOENVIRONMENTAL HEALTH DEPARTM� . ISDS DESIGN REQUIREMENTS -DEPARTMENT USE ONI Name Bill Roberts House Size 3,830 (75 gpd, 100 gpd, or 130 gpd) #of Bedrooms, Similar Rooms accessible to baths in Main Residence # of Bedrooms, similar rooms w/ access to bath in ATTACHED caretaker # of Bedrooms & Similar Rooms w/ access to baths in DETTACHED caretaker Average Daily Waste Flow 600 If bedrooms X 2 people/br X 75 State Review Required? no Perc Rate 26 (T) 3 equals # of Perc Holes Required Design Flo w (Q) = # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Minimum tank capacity 1750 gallons Absorption Area (A= 0/5 X SORT) A = 1428 sq. ft. of absorption area required 92 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 6�q:Yi= fh reducfidrr- 57 infiltrator units with red �� p NEEDED FOR STANDARD ABSORPTION TRENCHES 476 1428 Total sq ft /3 =lineal ft of trench needed 476 lineal ft/assumed trench length of 60ft = # of 60ft trenches needed # trenches minus 1 = rows of 6ft wide undisturbed soil between trenches 24 8 times 3 = total width of of 60" long field needed for just the trenches 42 7 times 6' = total width of 60' long field needed just for undisturbed soil 66 width of trench +width of undisturbed soil = total width needed 66 by 60 ft is the area needed for a standard absorption field in a trench configuration with no reductions taken and ASSUMING AN AVERAGE PERCOLATION RATE OF 26 SLOWER PERCOLATING SOILS WOULD REQUIRE MORE AREA. SETBACK FROM WELL SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 132 If of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. 1/20/99 0100019 Printed on Recycled Paper G C3 () J Z. Choi JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 1139TH STREET, SUITE 214 P.O. BOX 1459 GLENWOOD SPRINGS, COLORADO 91602-1459 PHONE: (970)945-2550 FAX: (970)945-1410 Nancy McKenzie Pitkin County Environmental Health 130 South Galena Aspen, CO 81611 Monday, January 17, 2000 Re: Bill Roberts Residence I.S.D.S. 202 Cabin Drive, Stark Mesa Permit No.: 99082 Dear Nancy: 0 On April 6, 2000 Jerome Gamba & Associates, Inc performed a final inspection of the Roberts Residence Individual Septic Disposal System (I.S.D.S.) as constructed. The system as observed by Jerome Gamba & Associates, Inc., was found to be in substantial conformance to the plans and specifications signed and stamped September 9, 1999 except for the following field design revisions: 1. The septic tank is located at the approximate center of the residence, situated parallel to the house. 2. An additional clean-out was added after the septic tank, situated to access the run of 4 inch pipe to the distribution box. 3. Top trenches have a 48 -inch bury depth to the top of the Infiltrator® unit. The lower trenches have a bury depth the top of the unit of 24 inches. 4. The separation between the leach trenches is approximately 20 feet. 5. Flow Equalizer units were added to pipes in Distribution box. If you have any questions or comments, please call us. Sincerely, JEROME GAMBA & ASSOCIATES, INC. 1 (ILul Chris Strouse G:\99844\FIN—LETTER.DOC 060020 Page 1 of 1 Form No. GWD-25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVI"ION OF WATER RESOURCES 818 Centennial Bldg., _ Sherman St., Denver, Colorado 80203 (303) 866-3581 WILLIAM ROBERTS P.O. BOX 1149 CARBONDALE, CO 81623 (970)963-2296 PERMIT TO USE AN EXISTING WELL MNER'S COPY 1095 WELL PERMIT NUMBER 165735 -A DIV. 5 CNTY. 49 WD 38 DES. BASIN MD Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION PITKIN COUNTY SE 1/4 SW 1/4 Section 14 Twp 8 S Ring 88 W 6th P.M. DISTANCES FROM SECTION LINES 200 Ft. from SOUTH Section Line 1500 Ft. from WEST Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 11 This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(c) for the relocation of an existing well, permit 165735. The old well must be plugged and sealed according to the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was properly plugged and sealed. 4) Approved as the only well on a residential site of ± 15.81 acres described as that portion of Lot 15 of Sec. 14, Twp. 8 South, Rng. 88 West, 6th P.M., Pitkin County, more particularly described on attached exhibit A. This property is currently vacant and a physical address has not been assigned. 5) The use of ground water from this well is limited to ordinary household purposes inside one (1) single family dwelling, and the watering of the user's noncommercial domestic animals. The water withdrawn from this well shall not be used for irrigation or other purposes. 6) The maximum pumping rate shall not exceed 15 GPM. 7) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 8) This well shall be located not more than 200 feet from the location specified on this permit. 9) Approved for the installation of a pump in, and the use of, an existing well, constructed on January 20, 1999, to a depth of 440 feet, under monitoring hole notice MH -35455, acknowledged January 11, 1999. NOTE: Expired permit 157082, was previously issued for this lot. Parcel Identification Number (PIN): 49-2463-143-00-011 Assessor Tax Schedule Number: 7836 APPROVED DMW Q00021 Receipt o. State Engineer By DATE ISSUED MAY 10 1999 EXPIRATION DATE MAY 10 29 000022 WELL CONSTRUCT- ..r AND TEST REPORT •• OROFFICE USE ONLY STATE OF COLORADO, OFFICE OF THE STATE ENGINEER ri I I WELL PERMIT NUMBER MH -35455 21 Owner Names) wiliam Robers flaiiing Address P.O. Box 114; City, St. zip: Carbondale, Co 81623 Phone (970) 9631955 APPROVAL#G wS31-51-03 3. WELL LOCATION AS DRILLEC. SE 1/4 SVV DISTANCES FROM SEC. LINES: 114 Sec. 14 Twp 08S Range 88Vy I ft. from Sec. line. and ft. from Sec. line OR SUBDIVISION: LOT BLOCK FILING(UNIT) STREET ADDRESS AT WELL LOCATION 41 GROUND SURFACE ELEVATION ft. DRILLING ME -HOD Air Rotary DATE COMPLETED 01/20/99 TOTAL DEPTH 440 ft. DEPTH COMPLETED 440 ft. 5. GEOLOGIC LOG Depth Type of Matenal (Sze, Color, and Type) a HOLE DIAM on) FROM r4) 9.0 0 TC.) 29 000-023 1 Dirt, rocks 6 5 y1 440 023-235 Clays, Gravels 7. PLAIN CASING . ---- 235-440 Clays, Rocks OD(in) Klnd Well Sl From lttl To (fl) 7.0 Steel V..ZZI -1 29 5.5 Steel 188 21 410 PERF CA&IJG :Screen Slot Size --- 5.5 Steel .188 410 440 8. Filter PacK 9. Packer Placement Material Type WATER LCCA TED 410 Sze : Depth REMARKS. 110 nterval: GROUTING RECORD Matbral Ammm Dwwsly Inbrvu gaumcnt cement 3 SKS 16 gal 9-29 poured 11. DISINFECTION : Type. HTH Amt. Used 2 oz. 2. 'NELL TEST DATA I I CheCK Bcx 1f Test Cata Is Submitted On Supplemental Form TESTING METHOD : Air Compressor - Static Level 200 ft. DateMme Me3sLred 01/20/1999 Production Rate 3 gpm Pumping _evel Total ft. Date(TIme Measured 01/20/1999 Test Length 2 hrs Remarks . 3 . herr real eia sremnaxs m ana nar.n erm iarnr ma cortaias naraui. zna mx mar ary iue rc m� cnmvre3e 6Fvs;:n: m Saann N+.I L )1 ]Mel CkS, me me¢nq •l leisa seumans sen:osas i:enL+vin tn? sttanJ neQne elw b oununsol9 85 6 !Imi t Igscef+ssna CONTRACTOR Shelton Crillindq Corp. Ba&alt Q0, 81621 Phone : (970 01 92 /-4.82 'Jame / Title ;Please Type or Print) Wayne Shelton / President Signature Date 03/05r99 000022 J & M PUMP COMPANY 0241 COUNTY ROAD 167 GLENWOOD SPRINGS, CO 81601 (303) 945-6159 January 25, 1999 Bill Roberts Box 1149 Carbondale, Cc 81623 RE: Well Test Attn: Bill, A four hour well test was performed on your property located south of Carbondale,. The following results were obtained: Well Depth: Water Level: Drawdown: Sustained Yeild: Well Storage: Clarity: Recovery: 440' 207' 223' 3.5 GPM @ 720 Gallons Clear 20% within 1 hour The pump in the existing well will deliver 4 GPM new well head. This pump can be used for the new house from the new well to the house is not over 30 vertical If you have any questions, please call, 945-6159. J & j ump Co. Richard A. Holub Lic. No. 1196 000023 at the top of the providing the rise feet. Thank You. DDLCIAS R. ARCHRECNPE PORIEPFICI.D ANO ARfHRECI DEPIGM w ROBERTS RESIDENCE STARK MESA CARBONDALE CO, 81623 m ��n`rci..o'•. .. Pwtlillo Anoelwtew En�loeen In, i.� bwn W M In01MM4 >� ➢ILL YKi19i li. Y.] CYCL4 11: 0liy K AiOSW c' A3.2 DDUCLIS�.I+RmR1TECTURE PORIEWIEID ARD ARCEIiLCf DC31GR • I• O R nw.nAe. MN% K IW IrTNY PomLlo ANeel�in b•leee le<. N �rN ��rmr aeal ,w. ADDDAr r.. rA•e nWmr Ic AWANIy or l 1 o e 1 11, 1 0 717E ,T COMMENCE ANY LEGAL ACTION BASED UPON ANY AFTER YOU FIRST DISCOVER SUCH DEFECT. IN • .�• • �J� J ANY DEFECT IN THIS SURVEY BE COMMENCED MORE "RTIFICATION SHOWN HEREON. ' 10 • , , 12 ., .. e o . 14 16 ' iB—� W p _p 2 1 20 22 BUILDING ENVELOPE 24 ERVNE 25' I ESMT. for �s lsee �i) 26 28 POWER POLE 000026 r M On an rn L0 N lD Q m 0 an 0 n W M G HCP Co a w a co an cn 10 MONITOR TUBE (TYP.)— BUILDING ELVELOPE -' I• I Q �. - I I I I I I I I I I I I I I I I I T,or 13 < (Sir 14) LOT l0 (:,ar. 1i) 40 0 40 80 120 GRAPHIC SCALE IN FEET 1 INCH = 40 FEET 6.00' min. 62.50' 20' Pee- lr �N 1-6.00' min. \— INFILTRATOR UNITS (60 TOTAL UNITS) 115 20 .,.- 4" SDR -35 SEWER PIPE 60' LOT 15 (SEC. 19) 15.81 Ac. f 2000 G TP� NOUZ �J CLE P 11pTSURF PGE \ PROPOSED 26 RESIDENCE. R�/ I DATE REVISI01,I EXIST. ACCESS ROAD MADE I CHKD I APPD BY BY BY CPQ Pao 0 g0 57 m STA CONCRETE DISTRIB BED ON 6" Cl. BASE C( TO 98% 4" SDR 35 SEWER PIPE FROM SEPTIC TANK 2% min. SLOPE ,g\ �0 S i I I I I I REVISI01,I EXIST. ACCESS ROAD MADE I CHKD I APPD BY BY BY CPQ Pao 0 g0 57 m STA CONCRETE DISTRIB BED ON 6" Cl. BASE C( TO 98% 4" SDR 35 SEWER PIPE FROM SEPTIC TANK 2% min. SLOPE STA PLUMBING DETAIL 45' ELBOWS P•) CALCULATION FOR LEACH FIELD SIZE ,4'CURRENT PROPOSED DESIGN IS 'JR A 4500 SQ FT, FOUR BEDROOM PRIMARY SINGLE FAMILY RESIDENCE. J, � ACCORDING TO THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT, TO CALCULATE SEWAGE FLOW, ASSUME TWO PERSONS PER BEDROOM USING AN AVERAGE DAILY SEWAGE FLOW wy OF 100 GALLONS PER PERSON PER DAY. j (4 BEDROOMS) x (2 PERSONS PER BEDROOM) = 8 PEOPLE 4y AVERAGE DAILY SEWAGE FLOW = (8 PEOPLE) x (100 GPD/PERSON) = 800 GPD y� DESIGN SEWAGE FLOW = (1.75) x AVERAGE DAILY FLOW — (1.75) x (800 GPD) = 1400 GPD 4k SEPTIC TANK SIZE = 2000 gallons THE ABSORPTION AREA (A) ''OK A NORMAL GRAVEL TYPE LEACH FIELD IS CALCULATED USING THE FORMULA: A --Q x (SQUARE ROOT OF 0 5 Where: O = MAXIMUM DAILY SEWAGE FLOW = 1,400 gallons per day t = PERCOLATION RATE = 26 min/in. THEREFORE: TfE TO S1/4 CORNER SEC. 14: S.32'35'261. 623.03' A = (1400) x V 26 = 1427.73 sq. It 5 According to the Colorado Department of Public Health and Environment, for the design of a leach field using EQUALIZER 36 Infiltrator units in a trench configuration, an equivalency area of 24.79 s.f. Is allowed per unit. THEREFORE: (1427.73) / (24.97 sq. ft.) = 57 "EQUALIZER 36" Infiltrator Units, for uniformity of trenches use 60 units. EXISTING STRUCTURES, UTILITY LOCATIONS Trenches shall be 6 trenches of 10 units long for a total of 60 units. AND PROPERTY BOUNDARY INFORMATION PROVIDED BY SCARROW AND WALKER, Residence is served by a community water system. INCORPORATED, Glenwood Springs, Colorado. Minimum Horizontal Distances shall conform to the Pitkin County Individual Sewage Disposal System Regulation. All components of the septic system shall be installed according to the Pitkin County lindividual Sewage Disposal System Regulation, Colorado Department of Public Health and Environment regulations, and the manufacturers specifications. See attached 0 & M Manual provided by Jerome Gambo & Associates, Inc. SITE PLAN } a 29323 Z! f SCALE: DATE: G�Iy;�� 1"=40' SEPTEMBER 09,1999 �SSfphAl.. DRAWN BY: CHKD BY: 77 BY: PFT 1 of 2 PLAN NO. JGA—SITE BILL ROBERTS Lot 15 of Sectopm 14, T. 8 S., R. 88 W PITKIN COUNTY, COLORADO 0ON911M ENON 3M k LAND 81,FMORS POST OFFICE BOX 1458 113 NINTH STREET — SUITE 214 GLENWOOD SPRINGS, COLORADO 81602 (970) 000021 ` 5 5 5 5 5 54, `I I f' STA PLUMBING DETAIL 45' ELBOWS P•) CALCULATION FOR LEACH FIELD SIZE ,4'CURRENT PROPOSED DESIGN IS 'JR A 4500 SQ FT, FOUR BEDROOM PRIMARY SINGLE FAMILY RESIDENCE. J, � ACCORDING TO THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT, TO CALCULATE SEWAGE FLOW, ASSUME TWO PERSONS PER BEDROOM USING AN AVERAGE DAILY SEWAGE FLOW wy OF 100 GALLONS PER PERSON PER DAY. j (4 BEDROOMS) x (2 PERSONS PER BEDROOM) = 8 PEOPLE 4y AVERAGE DAILY SEWAGE FLOW = (8 PEOPLE) x (100 GPD/PERSON) = 800 GPD y� DESIGN SEWAGE FLOW = (1.75) x AVERAGE DAILY FLOW — (1.75) x (800 GPD) = 1400 GPD 4k SEPTIC TANK SIZE = 2000 gallons THE ABSORPTION AREA (A) ''OK A NORMAL GRAVEL TYPE LEACH FIELD IS CALCULATED USING THE FORMULA: A --Q x (SQUARE ROOT OF 0 5 Where: O = MAXIMUM DAILY SEWAGE FLOW = 1,400 gallons per day t = PERCOLATION RATE = 26 min/in. THEREFORE: TfE TO S1/4 CORNER SEC. 14: S.32'35'261. 623.03' A = (1400) x V 26 = 1427.73 sq. It 5 According to the Colorado Department of Public Health and Environment, for the design of a leach field using EQUALIZER 36 Infiltrator units in a trench configuration, an equivalency area of 24.79 s.f. Is allowed per unit. THEREFORE: (1427.73) / (24.97 sq. ft.) = 57 "EQUALIZER 36" Infiltrator Units, for uniformity of trenches use 60 units. EXISTING STRUCTURES, UTILITY LOCATIONS Trenches shall be 6 trenches of 10 units long for a total of 60 units. AND PROPERTY BOUNDARY INFORMATION PROVIDED BY SCARROW AND WALKER, Residence is served by a community water system. INCORPORATED, Glenwood Springs, Colorado. Minimum Horizontal Distances shall conform to the Pitkin County Individual Sewage Disposal System Regulation. All components of the septic system shall be installed according to the Pitkin County lindividual Sewage Disposal System Regulation, Colorado Department of Public Health and Environment regulations, and the manufacturers specifications. See attached 0 & M Manual provided by Jerome Gambo & Associates, Inc. SITE PLAN } a 29323 Z! f SCALE: DATE: G�Iy;�� 1"=40' SEPTEMBER 09,1999 �SSfphAl.. DRAWN BY: CHKD BY: 77 BY: PFT 1 of 2 PLAN NO. JGA—SITE BILL ROBERTS Lot 15 of Sectopm 14, T. 8 S., R. 88 W PITKIN COUNTY, COLORADO 0ON911M ENON 3M k LAND 81,FMORS POST OFFICE BOX 1458 113 NINTH STREET — SUITE 214 GLENWOOD SPRINGS, COLORADO 81602 (970) 000021 4" PVC RISER W/ PLASTIC VALVE BOX COVER 4" SDR 35 SEWER PIPE FROM DISTRIBUTION BOX 2% min. SLOPE LIMITS OF EXCAVATION 4" PVC RISER W/ PLASTIC VALVE BOX COVER BOTTOM OF RISER PIPE TO BE NOTCHED. f (SEE SHEET ON FOR LOCATIONS) NATURAL GROUND 4" SDR 35 PVC PIPE FROM DISTRIBUTION BOX 24" min. COVER CROSS SECTION OF CONCRETE 2000 GAL SEFTIC TANK SCALE: 1 INCH _ 2 FEET uUUG28 E SUI I, 1 THE PRI RE: THE ` I BY. ------------------- -- DON A. BAGENT �o COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR # 26950 FOR AND ON BEHALF OF SCARROW & WALKER, INC. 3 AD Mox RO ME 8 NOTES Z 1) BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF &8927'111. BETWEEN A REBAR AND CAP P.L.S. ILLEGIABLE ON THE SOUTH LINE OF SECTION 14 AND THE SOUTH QUARTER CORNER OF SECTION 14, A STONE, BOTH FOUND IN PLACE. 2) CONTOUR INTERVAL = 2 FEET 3) ELEVATIONS ARE BASED ON AN ASSUMED ELEVATION OF 100.00 FEET AT THE SOUTH QUARTER CORNER OF SECTION 14, A STONE FOUND IN PLACE. 4) THIS SURVEY IS BASED ON RECEPTION NO. 151908 AS RECORDED IN THE PITKIN COUNTY CLERK & RECORDER'S OFFICE. PRELIffliVARY SITE PLAN ANIS TOPOCRAPIIICAL SURVEY A PARCEL OF LAND SITUATE IN LOT 15 SBCTION 14 TOTVNSIIIP 8 SOUTH RANCF' 88 X ST OF THE 6TH P f w o OD Pliny COUNTY COLORADO � w ; Q' o m RQ V Z "pU11) s. +, V Q' OD V -' S3S J6h Z 3 W 0 N 88'28'07" E ----10 ------- !—"----14 -- UNDER U00 ELEC1Ri(.LILAC 22ILXIIV6" TYWC.10PE' 4 5 \. a 15.81 Ac. f LOT 15 (SEC 14) .30 4 /ROpO 11, N 89'27'11 " w 748.16' FOUND REBAR & CAP ILLEGIABLE � X 0 3g CENTERLINE 25' ROAD ESUT. , nE TO S114 CORNER SEC. 14 S.323526 "E. 623.03' = R = 18855, 00' I. = 317.49' ROAD, OA1CH THIS SITE PLAN HAS PEEN REVIEWED AND APPROVED BY THE PITKIN COUNTY" BOARD OF COMMISSIONERS THIS ------ DAY OF ---------------------, 1996. ---------------------------- CHAIRMAN PITKIN COUNTY BOARD OF COUNTY COMMISSIONERS PROPERTY DESCRIPTION A PARCEL OF LAND SOU.ATED IN LOT 15 OF SECTION 14, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRNCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO; SAID PARCEL LYING SOEITHERLY OF THE CENTERLINE OF AN UN -NAMED GULCH, NORTHERLY OF THE SOUTHERLY LINT OF SAID SECTION 14, AND EASTERLY OF THE WESTERLY LINE OF SAID LOT 1.5, SAID -PARCEL OF LAND IS DESCRIBED AS Ft,)LLOWS: o- BEGINNING .AT A POINT')N THE SOUTHERLY LINE OF SAID SECTION 14, WHENCE THE QUARTER CORNER COMMON TO SECTIONS 14 AND 23 IN SAID TOWNSHIP AND RANGE BEARS: 5-89717'111. 335.61 FEET, THENCE N.89 27'11 "W. 748.16 FEET ALONG THE SOLI THERL Y LINE OF SAID SECTION 14 TO THE SOUTHWEST CORNER OF SAID LOT 15; THENCE N.00'13'434.. 418.13 FEET ALONG THE WESTERLY LINE OF SAID LOT 15; THENCE N.01 °02'07T. 516.88 FEET ALONG THE WESTERLY LINE OF LOT 15 TO A A POINT IN THE CENTER OF SAID GULCH; THENCE N.61'1'07"E. 79.69 FEET ALONG THE CENTER OF SAID GLLCH; THENCE S.730153"E. 160.15 FEET ALONG THE CENTER OF SAID GULCH; THENCE S.3246'23"E. 65.18 FEET ALONG THE CENTER OF SAID GULCH; THENCE S.5536'?3"E. 145.41 FEET ALONG THE CENTER OF SAID GULCH; THENCE N.88°28'07"E. 193.43 FEET ALONG THE CENTER OF SAID GULCH; THENCE 5.7451'53"E, 170.00 FEET ALONG THE CENTER OF SAID GULCH, THENCE SOUTH 827.89 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID SECTION 14, THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 15.81 ACRES, MORE OR LESS SOUTH 114 COR. SECTION 14 FOUND STONE N C O /ROpO 11, N 89'27'11 " w 748.16' FOUND REBAR & CAP ILLEGIABLE � X 0 3g CENTERLINE 25' ROAD ESUT. , nE TO S114 CORNER SEC. 14 S.323526 "E. 623.03' = R = 18855, 00' I. = 317.49' ROAD, OA1CH THIS SITE PLAN HAS PEEN REVIEWED AND APPROVED BY THE PITKIN COUNTY" BOARD OF COMMISSIONERS THIS ------ DAY OF ---------------------, 1996. ---------------------------- CHAIRMAN PITKIN COUNTY BOARD OF COUNTY COMMISSIONERS PROPERTY DESCRIPTION A PARCEL OF LAND SOU.ATED IN LOT 15 OF SECTION 14, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRNCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO; SAID PARCEL LYING SOEITHERLY OF THE CENTERLINE OF AN UN -NAMED GULCH, NORTHERLY OF THE SOUTHERLY LINT OF SAID SECTION 14, AND EASTERLY OF THE WESTERLY LINE OF SAID LOT 1.5, SAID -PARCEL OF LAND IS DESCRIBED AS Ft,)LLOWS: o- BEGINNING .AT A POINT')N THE SOUTHERLY LINE OF SAID SECTION 14, WHENCE THE QUARTER CORNER COMMON TO SECTIONS 14 AND 23 IN SAID TOWNSHIP AND RANGE BEARS: 5-89717'111. 335.61 FEET, THENCE N.89 27'11 "W. 748.16 FEET ALONG THE SOLI THERL Y LINE OF SAID SECTION 14 TO THE SOUTHWEST CORNER OF SAID LOT 15; THENCE N.00'13'434.. 418.13 FEET ALONG THE WESTERLY LINE OF SAID LOT 15; THENCE N.01 °02'07T. 516.88 FEET ALONG THE WESTERLY LINE OF LOT 15 TO A A POINT IN THE CENTER OF SAID GULCH; THENCE N.61'1'07"E. 79.69 FEET ALONG THE CENTER OF SAID GLLCH; THENCE S.730153"E. 160.15 FEET ALONG THE CENTER OF SAID GULCH; THENCE S.3246'23"E. 65.18 FEET ALONG THE CENTER OF SAID GULCH; THENCE S.5536'?3"E. 145.41 FEET ALONG THE CENTER OF SAID GULCH; THENCE N.88°28'07"E. 193.43 FEET ALONG THE CENTER OF SAID GULCH; THENCE 5.7451'53"E, 170.00 FEET ALONG THE CENTER OF SAID GULCH, THENCE SOUTH 827.89 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID SECTION 14, THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 15.81 ACRES, MORE OR LESS SOUTH 114 COR. SECTION 14 FOUND STONE N C O � O U) A C Q O a co C 0 Q) L O C O .L U CO n� a 0 Co N I - C�) � U .a c CD 3 V O C O � U) A Www �fZ4Co O V A