The URL can be used to link to this page

Home My WebLink Aboutpitkin.eh.264320406001 (1991)t a -� ASPENoOPITKIN (G�+3-- Ao� --(-)6 -wl ENVIRONMENTAL HEALTH !DEPARTMENT J/41��P{v IN)IVIIUAL SEWAGE W GE DISPOSAL PERMIT N0. TYPE OF PERMIT: ( �)Initial Construction ( )Emergency Use ( )Repair Work,(Pievious Permit f :or installation ( )Use Permit as a result of Sala ( )Other: ISSUED TO: Owner J111CMD AT Home Mailing ,r(oPleflllrs ��>�5 /�El� Address (Q(J ,) ( )Alteration of an existing system, (Previous Permit t ) DATE OF ISSUE 7' -> ~ -/ / Phone Business Phone /,C-- Agent 2 Agent MM Phone Mailing Address Sewage Disposal System Work to be performed by «�-. ��''I & � �T This permit valid only QQfoor�r premises location by the fo lowing legal description:lel * L ,/ �� LOT SItE ��— %��1�, WATER SUPPLY - rfi T� ,�+VERAGE PERCOLATION RATE 2— igIA AC% l_`3r4cT Net S5l .-� , - This Individual Sewage Disposal Permit is /granted with regard to the following use r � L� 5 Dc L -C Ntraber oft Dodicoms ,_ Lofts C/ Garbage Di posals� Dishwashers Clothes Washers CALCULATED AVERACE DAILY WASTE LOAD 4�5v GALLONS. THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: ype of Tank or Treatment Units� �' `/��"— Tank. Capacity _Callon Minimuza cthod of Final Dis;�osals pT'jp,�/ /jlc—'41 Me Absorptica Area Square Feet Minimum escription (including brand name, if any) of other equipment or appurtnancess I /Uimm 3ther Conditions or Specificationst STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: Before j stri )riefore Excavation XUpon completion of excavation and prior to plaCement of gravel �zystem ofveri absorption field tion )Prior to backfill of any•component ( )other, Specify: _A foxy Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Pernisslon is hereby granted to the owner or his agent to perform the work indicated abovein accordance with the Pitkin County Indivi:;ual Sewa;e Disposal Revulations in effect on the date of issue. In addition to general provisions set forth on the reverse hereof, this Permit fa sutject to the following additional terns and conditions: Ar MVV Aspen/Pitkin Environmental APPROVED FOR ISSUE BY �rA (title)_ HaolRl1 Icer M ihc• atxive in:iividual »c.rago disposal syetcm installed by �IUI`-/lfl/�...L has b:,cn 1n:j;jcctcd tar use by a representative cf the Ass:cn Pit to invlronmrnta renponsibil>.ty in case of failure or inadequacy of thio sews, disporal system. DATE O1 IN kL .INSpEC1n L _ EY : � Health Dcparcuecnt. me ownuL a ,u Complete as -built dra%iny attached. A ► ,Ain Envi onmenta TITLE _ 130 South Galena Street Aspen, Colorado 81611 303/920-6070 ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT Name of OWNER �0 At (!5-1 PHONE /ods 460 Address of OWNER CP O (D t -6p tLIA.Ls Name of APPLICANT PHONE IERMtT TO BEs ( )Picked Up ••( )Mailed to: TYPE OF PERMIT: DO New Installation ( )Repair IOvner ( )Applicant �( )Emergency Use ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEM: G/ / Legal Description �(�� O L f� L �—Lt i>'% (�7� / �' I ✓i6-6, / Block Filing subdivision_ � Size of Lot i acres TYPE OF STRUCTURE: ( ,Dgle Family Dwelling ( )Others Do you plan any further additions to the residence? ( )YES ( )NO II No. of bedrooms No. of Lofts No. of Garbage Disposals No: of Automatic Dishwashers /J f No, of Automatic Clothes Washers �� L� !Y� �L✓'�� WATER SUPPLY: ( )Private Well, Depth or ( )Public, Name of System ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWArE DISPOSAL SYSTEM PROPOSED: WISepticTank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound I )Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Others The initial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2020, 8:30-9:30 a.m.) before a permit can be issued. The individual sewage disposal permit must be issued before a building permit can be obtained. FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION OF THE SYSTEM. Application for an individ"% sewage di al permit is hereby submitted. The undersigned cknowledges that the above information Is true and that false inf atLE 'date the application and any subsequent pe L. Signature of Applicant DATE Z%�C7 (This application becomes. invalid 12 months from the above date.) NOTE: PLOT PLAN must be filed with this application. Please locate the following items by measured distances: 1. Property lines and dimensions. 2. Proposed and existing water wells on subject property and adjacent property. 3. Domestic water service lines. t. Proposed and existing buildings, driveways, and other structures. S. Streams, lakes, ponds, irrigation ditches, and other water courses. 6. Proposed and existing individual sewage systems on subject property. , SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO BE CHANGED FROM ORIGINAL PLAN. - The undersigned hereby acknowledges receipt of this individual sewage disposal perms appl cation and a rmi Lee in th amount of S C) , Receipt Number nom( :Z4 in , Date Fee Received ��--t byI ti Administrativ Officcr 130 South Galena Street Aspen, Colorado 81611 303/920-8070 t Chen@Northern, Inc. Consulting Engineers and Scientists E080 Road 154 Glenwood Springs, Colorado 81601 303 945-7458 303 945-2363 Facsimile July 17, 1991 Mike Otte 600 East Hopkins Aspen CC) 81611-2931 Subject: Observation of Excavation, Proposed Residence, Lot 18, Block 7, Filing 1, Brush Creek Village, Juniper Hill Road, Pitkin County, Colorado. Job No. 4 34 91 Dear Mr. Ot : As requested, Chen -Northern, Inc., observed the excavation at the subject site on July 5, 1991 to evaluate the soils exposed for foundation support. The findings of our work and recommendations for the foundation design are presented in this report. The work was done in accordance with our agreement for geotechnical engineering services to Mike Otte, dated July 5, 1991. The proposed residence will be two stories of wood frame construction with about 1600 square feet on the lower level and 2500 square feet on the upper level. A detached garage is proposed. At the time of our visit to the site, the excavation for the residence had been cut in multiple levels from 2 to 5 feet below the adjacent ground surface. The excavation stepped down to the north, similar to the direction of the ground surface slope. The soils exposed in the bottom of the excavation consisted of clayey sandy gravel with cobbles. The coarse material consists of angular rock fragments. Some of the upper level cut was based in topsoil. The results of a gradation analysis performed on a sample of the clayey gravel (minus 5 -inch fraction) obtained from the site are presented on Fig. 1. The soils were generally very firm and slightly moist to moist. A small area of the deeper, lower level cut had some ponded seepage and wet soil. Based on experience, the clay soils in this area can exhibit an expansion potential. Considering the conditions exposed in the excavation and the nature of the proposed construction, we recommend the proposed residence be founded with spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2000 psf. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose or disturbed soils and topsoil encountered at the foundation bearing level within the excavation should be removed and the footings extended down to adequate natural bearing material. Exterior footings should be provided with adequate 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 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of 60 pcf. A perimeter foundation drain should be A member of theHIH group of companies Mike Otte July 17, 1991 Page 2 provided to prevent tenporary buildup of hydrostatic pressure behind the walls and prevent wetting of each level of excavation. The underslab gravel of the lower level should be connected to the perimeter drain. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations suhmitted in this letter are based on our observation of the soils exposed within the foundation excavation. Since we did not conduct subsurface exploration, we have assumed the conditions observed in the excavation represent those within the depth of influence of the foundation. 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 recommendations contained in this letter. Geologic conditions which could in -pact the site are beyond the scope of this study. If there are any questions or if we may be of further assistance, please let us know. Sincerely, r 191 • '� 191 � Steven L. Pay lak, P.E. SLP/ec Rev. By: DEH Attachment y tri STe,4 '• 9 R�•� 15222 @'o w • �r. Q o Chen 'Northern, Inc. Consulting Engineers and Scientists 2 45 1 90 eo 70 Z 60 N Q u 50 r Z L-) 40 ul a 30 20 10 0 0 1 0 20 30 n I 40 ? 1� IL wrt 7 UI U A n. ul 70 a 60 30 100 152 _ COBBLES GRAVEL 39 % � i MIN 15 MIN. 160 MIN. 19 MIN d MIN I MIN 1,6- LIQUID LIMIT 24 % PLASTICITY INDEX 1 1 % SAMPLE OF clayey sand and gravel, FROM bottom of excavation, angular rock fragments lower level HYDROMETER ANALYSIS SIEVE ANALYSIS 1IME READINGS U.S. SfANDAIID SLID ES CLEAR SOUAHE OPENINGS 24 1111. 7 I IR. 45 MIN.15 MIN. 60 MIN. 19 MIN.4 MIN. i MIN. '71X1 '11X1 *50 '40 '�0 ' 1(1 '10 '6 '4 W. Y" i'6" 1" 5"fi" 0 MIN won a Not= Mae 0 1 0 20 30 n I 40 ? 1� IL wrt 7 UI U A n. ul 70 a 60 30 100 152 _ COBBLES GRAVEL 39 % � SAND 29 % SILT AND CLAY 32 % LIQUID LIMIT 24 % PLASTICITY INDEX 1 1 % SAMPLE OF clayey sand and gravel, FROM bottom of excavation, angular rock fragments lower level HYDROMETER ANALYSIS SIEVE ANALYSIS 1IME READINGS U.S. SfANDAIID SLID ES CLEAR SOUAHE OPENINGS 24 1111. 7 I IR. 45 MIN.15 MIN. 60 MIN. 19 MIN.4 MIN. i MIN. '71X1 '11X1 *50 '40 '�0 ' 1(1 '10 '6 '4 W. Y" i'6" 1" 5"fi" IW 90 60 70 0 Z 60 N ti l Q f 50 W R 40 W a � 20 10 0 0 10 20 .30 40 W Z_ Z iV Sn 1- 7. ul GOO Ili n70 0 00 90 100 .WI .002 .005 .W9 .019 .037 .1174 .149 .297 .59(1 1.19 111.38 4.76 9.52 19.1 X8.1 6.2 127 .42 20 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SANT) GRAVEI. ES CODDL FINE MEDIUM COARSE FINE COARSE GRAVEL % SAND % SILT AND CLAY % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF FROM 4 340 91 1 Chcn€.Northan,Inc. I GnADATION TEST RESULTS I r=ig. 1 1 MIN won a Not= Mae 0 10 20 .30 40 W Z_ Z iV Sn 1- 7. ul GOO Ili n70 0 00 90 100 .WI .002 .005 .W9 .019 .037 .1174 .149 .297 .59(1 1.19 111.38 4.76 9.52 19.1 X8.1 6.2 127 .42 20 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SANT) GRAVEI. ES CODDL FINE MEDIUM COARSE FINE COARSE GRAVEL % SAND % SILT AND CLAY % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF FROM 4 340 91 1 Chcn€.Northan,Inc. I GnADATION TEST RESULTS I r=ig. 1 1 !e� ys� sT�4 sOZ s� X07 a!� /Y 5�7 336 0 40M � _^^ . � | � mo