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Home My WebLink Aboutpitkin.eh.246734100002 (1993)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 A�67_ 31 / - 00 - � o v ASPEN*PITKIN ENVI . MENTAL HEALTH DEPAMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. q3 Q/6' TYPE OF PERMIT: ( )Initial Construction ( )Emergency use or installation ( )Use Permit as a result of Sale ISSUED TO: ( )Rapair Work. Wevious Permit 1 .) KAlteration of an existing system. revious Pormit 1 .) ( )Others DATE OF ISSUE .022!2 "Z!y /1-__7 Uj 3 owner G�-/t%N Eve -!5V Home Phone 9ZliZ53�_l Business Phone Mailing Address 0805 Sj)/n�s Cs2�ic %�� (r✓ourl>�41 ��o Mail3ing Address �! /LtiSs 0- `?4'—)-• 7776 Sewage Disposal System Work to be performed This permit valid only for premises location by the-followin LOT S[fE WATER SUPpLT�Y//�Gs%e . 11VERAOC PERCOLATION RATE. ALI This Individual Sewage Disposal Permit is granted with regard to the following uses E.?,Vl.t4fif��'�.. Ins.bor of bodrocas 4z4 Lofts Garbage Disposals j Dishwashers ! Clothes Washers CALCULATED AVERAGE DAILY WASTE LOAD GALLOPS. THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: yse of Tank or Treatment Units 5':%,S7e-1" Tank. Capacity rJOU Gallon Minimum tthod of final Disposals Absorptlop.Area Square feat Minimus ascription (including brand naw, if any) of other equipment or appurtriaeees IUOD 9<L 19/Gs7-1c- Sic %NKK SvO C,�G�sl = �H�rr�0yri7 GLj�s�s%j�� /Y10t✓/t� ether Conditions or Specificationes 3e5/ 9/d /77/11Trr,vwsTy!/ATian� coil uasi>r�z hv� /c�7Tef To 7hfs d��i.Tmai•T. STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: 1 )before Excavation ( )Upon completion of excavation and prior to placement of gravel Aprior to backfill of any component ( )Other. Specify, ,Klee fora covering distribution system of absorption field Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Permleslon is hereby granted to tl�o owner or his agent to perform the work indicated above in accordance with the Pitkin County In.liviSual Scwagc Disposal Re.lulations in effect on the date of issue. In addition to general provisions act forth on the reverse hereof, this Permit is Subject to the following additional terms and condition[ APPROVED FOR ISSUE B�((title) i�S /jyilT dii��. �L�iLs C� it>oliyr/ Grr sz/i`� r 1 7%7v'z 3hosvy� Cyi/ P.vS, clrci�✓.ita7'. /��c1�5 Q/a: Gig iTy�ir,S tirt.l`�i�t� Te Cr�Gr.s,o�:7c Tht• above individual scuale disposal system Installed by S/TNCCi -fi L �Jll�O�/�l+rii has ba•en in:,pceted for use by a representative ut the Aspen 1•lt in LnvironmrT oral Nca1[F Dryer anent. Tnc uwnur asuumas a rv:ponsibllity in case of failure or in3d quacy of this Sewage disposal system. Complete as -built drawing attached. DATE OF—FIVAL INSPECTI>ON ��ff�G Z� 3 BY: 2��/1.c4--`�-- TITLE �_a-� I O /0 130 South Galena Street Aspen, Colorado 81611 303/820-6070 `&160714P A,, 7- Tv 5-ee4-lg ASPEN+PITKIN ENVI MENTAL HEALTH DEPArlWNT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL• PERMIT Name of OWNER Address of OWNER Name of APPLICANT 12it9JJ xM -rRNIT TO 0Et)Pick" Up ( )Mailed tot . ( jouner ( )Applicant PHONE2�3R. � S PHONE 2.6— %S TYPE OF PERMITt ( )New Isstal)ation ( ))lfiwe 6& 1 )Emergency ase alteration Mor dss'te tailare '1x9lTION OF PROPOSED SYSTEMt egal DescriptionO� 's `� sumo, Greek N1 (ot Block riling subdivision sire of Lot awtoa pw11Lg (Iotbart Do YOU Plan any furthe=� ,'dditioos to the .residence? ( )TFS OSI"le family residence? ( )TFSY)No to. of bedroom No. of Lofts No. Of Garbage Disposals / Mo: of Automatic Dishwashers / to. of Aetanatle Clothes Washers - OTER SUPPLY( 11A Private Nall, Depth Or ( )Public, Name of System ( )spring _ - ( )Stream or Creek ' TrPES CIF INDIVIDUAL SrWACE DISPOSAL SYSTEM PROPOSrDt XIseptie Tank/Absorption Field t )Aeration Plant/Absorption Field ()(•o.postiag Toilet OIlwcimratlm Toilet Apm 1 1gecycling. Potable use ( )R0cyclin90 other ase ( ►vault Privy ( )Others The'initial site inspection swat be sriallged with the Aspen/Pitkln-Envirvamwntal Health Department (929-2020, N I0 -9t10 a.m.) before a permit can be issued. The individual sewage disposal permit must be issued before a building permit can be obtained. rrHAL INSPECTION APPROVAL M11ST BE CIV01 BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENTPRIOR TO BACKFILLING ANY PORTION OF THE SYSTEM. Application for an individual waged P al permit Ss hereby submitted. The undersigned acknowledges that the above information is true ♦M that [alae Se[o at o vi is date Che application and any subsequent Permit. Signature of Applicant DATE `//7�� (This application becomes Invalid 12 months from the above data.) NOTE: PLOT PLAN must be f' ed with this application. r,,e65 a --V "N Please locate "Mee following items by s6easured distances: 1. Property lines and dimensions. 2. Proposed and existing water wells on subject property and adjacent property. 3. Domestic water service lines. . {. 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.' She ande rel ned LereDy acknowledges receipt of this individual savage disposal permit appllcation and a peln the amour of i 1- Receipt Number �014-2-� Date Fee Received � � � % � ��. �bY �. AdminLtretive Of Clccr 3 130 Sauth Galena Street Aspen, Colorado 131611 303/920-15070 i 0 m I Ll 0 / 5 10.44 . 0.44' 00.E 759.07 � I I / J W LI z al mw r {�u / - o r O a7 n Ln M 40 01 N n N O' Z 1 N j J ZL. 6L so 3.9 ..Z f .60 S .40'669 M.00.9C.00 N / w 0 0 0 m O Z O - I fl M - O u - - 1 0 D J W Z m J J J J J y W P P K C J N C H p N NO co O O m N$ W O I Z N 'r W N d~ : \ �55'YL 00: \ -r n2 aa: � ..........Ov 6 D J W Z m J J J J J y LD Nrcel Detail ' • Page 1 of 4 Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Tax Area Account Number 11 Parcel Number Mill Le 014 R006606 246734100002 65.745 Owner Name and Address INETEENTH STREET TRUST ALTMAN GREENFIELD & SELVAGGI 11766 WILSHIRE BLVD 91610 LOS ANGELES, CA 90025 Legal Description SECT,TWN,RNG:27-8-86 TRACT:75 DESC: PARCEL OF LAND IN TR 75 OF SEC 27 & 34-8-86 DESC BY M/B BK 312 PG 324 BK 312 PG 326 & 329 BK 334 PG 637 Location Ph sical Address: 805 SNOWMASS CREEK RD SNOWMASS Subdivision: Land Acres: 4 Land Sj Ft: 0 Section Township Range 27 8 86 Property Tax Valuation Information http://pitkinassessor.org/assessor/Parcel.asp?AccountNumbei=R006606 8/30/2005 Parcel Detail • . Page 2 of --4 Actual Value Assessed Value Land: 1,000,000 79,600 Im rovements: 2,022,7001 161,010 Total: 3,022,7001F 240,610 Sale Date: 9/1/1977 Sale Price: 256,500 Basic Building Characteristics Number of Residential 2 Buildin s: STORAGE AREA: Number of CommAnd 0 Buildings: FINISHED GARAGE: http://pitkinassessor.orglassessor/Parcel.asp?AccountNumber=R006606 8/30/2005 Residential Building Occurrence 1 Characteristics STORAGE AREA: 217 2ND FLOOR: 2,247 FINISHED GARAGE: 720 CONCRETE PATIO: 708 OPEN PORCH: 224 CARPORT: 385 FIRST FLOOR: 2,779 Total Heated Area: 5,026 Property Class: SINGLE FAM RES- IMPROVEMEN Actual Year Built: 1977 Effective Year Built: 1986 Bedrooms: F4- Baths: 4 Quality of Construction: VG 12+13ASE Exterior Wall: LOG IV + Interior Wall: I LOG INTER Floor CERAMIC TL Floor: JFWOOD Heat Type: AIR DUCTED Heating Fuel IFELECTRIC Roof Cover: CEDAR SHAK http://pitkinassessor.orglassessor/Parcel.asp?AccountNumber=R006606 8/30/2005 J Parcel Detail • ' Page 3 of 4 Roof Structure: IGABLE/MP Neighborhood:FOSS-CAP CRK-HWY 82 TO Super Nbad: SMASS CAP CRK Tax Information Tax Year Transaction Type Amount 1997 Tax Amount $8,459.96 1997 Tax Payment: Whole ($8,459.96) 1998 Tax Amount $8,450.52 1998 Tax Payment: Whole 1999 Tax Amount IF $8,090.90 1999 11 Tax Pa went: Whole($8,090.90) 2000 Tax Amount $8,316.68 2000 11 Tax Pa ment: First Half ($4,158.34) 2000 IF Tax Payment: Second Half ($4,158.34) 2001 Tax Amount $9,004.60 2001 Tax Payment: First Half IF ($4,502.30) 2001 Tax Payment: Second Half F ($4,502.30) 2002 Tax Amount $9,240.34 2002 Tax Payment: First Half ($4,620.17) 2002 IF Tax Payment: Second Half F ($4,620.17) 200371 Tax Amount $10,603.74 2003 IF Tax Payment: Whole ($10,603.74) 2004 Tax Amount $12,243.70 2004 Tax Payment: Whole ($12,243.70) Top of Page Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Pitkin County Home Page The Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. http://piddnassessor.org/assessor/Parcel.asp?AccountNumber=R006606 8/30/2005 DRAWN BY: H.E.B DESIGNED BY: H.E.B CHECKED BY: R.E.D FEET 10 0 10 FEET I I I GRAPHIC SCALE I inch = 10 ft. CONTOUR INTERVAL = 2 FEET REVIEWED DATE: _ REVIEWED DATE: _ p FOR BANNER ASSOCIATES, INC. PROPOSED ADDITION 000 GAL. PLASTIC SEPTIC TANK BRAND TO BE APPROVED BY ENGINEER 0 ; --� 500 GAL. PLASTIC PUMPING CHAMBER BRAND TO BE APPROVED BY ENGINEER 1 BUILDING ENVELOPE \ EXISTING LOG STRUCTURE TWO STORY HOUSE /,-PROOSED ROSS 3 FORDETAIL INSTALL 4" PVC MONITORING WELL 5' FROM SURFACE SEE DETAIL ON SHEET 3 OF 3. American Consulting Engineers Council SEE MOUND DIMENSIONS SHEET 3 OF 3 0 0 0 0 ADD TRANSVERSE LATERAL ABSORPTION BED BASE OF MOUND PERIMETER TOTAL MOUND AREA REQUIRED = 1577.00 SQ. FT. BANNER BANNER ASSOCIATES, INC. • CONSULTING ENGINEERS 8 SURVEYORS 2777 CROSSROADS BOULEVARD • GRAND JUNCTION, CO 81506 • (303) 243-2242 605 E. MAIN • SUITE 6 • ASPEN, CO 81611 • (303) 925-5857 REVISION I DATE 1 W% 100 EXTEND MANHOLE COVERS TO FINISHED GRADE ITYP.1 96 PROPOSED FOUNDATION 94 WALL 92 INVERT INTO 90 SEPTIC TANK STA: 0+04.63 ELEV: 92.04 BB MAINTAIN 5' FROM FOUNDATION WALL TO 1 SEPTIC TANK NOTE: I. EFFLUENT PUMP WILL INCLUDE "PIGGYBACK" CONTROL FLOAT DESIGNED TO MONITOR LEVEL IN PUMPING CHAMBER. 2. PUMPING CHAMBER WILL INCLUDE HIGHWATER ALARM FLOAT TO BE SET BELOW DISCHARGE PIPE 3. A BACK-FLOW PREVENTER SHOULD NOT BE INSTALLED SO THAT EXCESS EFFLUENT IN SUPPLY LINE CAN DRAIN BACK INTO PUMPING CHAMBER. 3. THE FLOAT LEVEL CONTROLS SHOULD BE SET ON A CYCLE TO ALLOW 130 GALLONS TO BE x+2" x 2" x PUMPED IN ANY ONE CYCLE. 4. CONSTRUCTION OF THE SYSTEM SHOULD BEGIN WITH GRUBBING EXISTING TOPSOIL FROM THE MOUND BASE AND GRADING EXISTING SLOPE TO 2% AS SHOWN. MEDIUM SAND SHOULD THEN BE SPREAD AS SHOWN. NEXT THE ABSORPTION BED AND LATERALS SHOULD BE INSTALLED. 5. THE 1000 GALLON SEPTIC TANK, PUMPING CHAMBER AND DISTRIBUTION BOX SHOULD BE INSTALLED LAST AND IN THE ABOVE ORDER. 6. SEE SHEET 3 OF 3 FOR MOUND DETAILS. 7. MEDIUM SAND REQUIREMENTS AS FOLLOWS >25% 0.25-2.0 MM <30-35%' 0.05-0.25 MM <5-10% 0.002-0.05 MM INSTALL ANCHORS ON 500 GAL. TANK IF GROUND WATER IS EXPERIENCED LES AN 4' BELOW EXISTING GRADE. 9. LATERALS SHALL BE DRILLED WITH A 5/16" HOLE SPACED ON 3 FOOT CENTERS. PROPOSED TOP OF MOUND 0+00 L 1000 GAL. PLASTIC SEPTIC TANK WITH BAFFLES SCALE: H: 1" = 10' V: 1" = 5' 0+50 SEPTIC SYSTEM PROFILE DESCRIPTION I BY I CH'D ASPEN EARTHMOVING, INC. • ., FREY RESIDENCE SEPTIC SYSTEM DESIGN PLAN, PROFILE, AND NOTES PITKIN COUNTY SCALE: I" = 10" SHEET NO: 2 102 96 94 92 90 Eil 1+50 JOB NO: DATE: 8100-01-37 4-15-93 OF 3 01 1- 2" x+2" x 2" x 2" CROSS OPS01 CAP I- 22]/20 END PSO PTION BED STA T M UND /4" SCREENED ROCK STA: 0+19.5 ELEV: 92.9 _EK. GRADE 2 k' e 2% PROXI ATE BOTTCM OF EXIST G TO SOIL ND OUN SEE UMP ETAIL ON MEDIU SAN TA: +02. 3 SHEEy 3 0 3 FILL PPRO IMAT LY LEV: 93.7 2 FEET OR 4 FEET ABOVE 500 GAL. PUMPING CHAMBER HIGH GROUND WATER. WITH EFFLUENT PUMP UNIT SEE EFFLUENT PUMP DETAIL ON SHEET 2 OF 2 0+00 L 1000 GAL. PLASTIC SEPTIC TANK WITH BAFFLES SCALE: H: 1" = 10' V: 1" = 5' 0+50 SEPTIC SYSTEM PROFILE DESCRIPTION I BY I CH'D ASPEN EARTHMOVING, INC. • ., FREY RESIDENCE SEPTIC SYSTEM DESIGN PLAN, PROFILE, AND NOTES PITKIN COUNTY SCALE: I" = 10" SHEET NO: 2 102 96 94 92 90 Eil 1+50 JOB NO: DATE: 8100-01-37 4-15-93 OF 3 01 DRAWN BY: H.E.B. DESIGNED BY: H.E.B. CHECKED BY: R.E.D. 2" PERFORATED GEO-TEXTILE FABRIC LATERALS (TYP.( 11 i f �1 CLEAN ROCK 3/4" SCREENEDf;.. I `YA r W { A. AtxR ' II �"'•� ~` 2.00' D.C. (TYP.) ` t LINEIt A " DIVERSION FOR SURFACE WATER CAP MOUND WITH TOPSOIL SEE SECTION DETAIL SQR=I.I rnn 2" P E DETAILED SCHEMATIC 0,'' MOUND SYSTEM 2-2•• 45' BENDS I - 2' X 2" X 2" X 21' CROSS I - 1-1/2" X 2" REDUCER I - 22-1/2' BEND INSTALL VERTICAL CLEAN-OUT SCHEDULE J40 20.00' / 2" PVC FROM 500 GAL. EFFLUENT PUMPING TANK N.T.S. 83.00' BGIN PERFORATED LATERALS I-P.I 2" PERFORATED LATERAL (TYP.) D 50.00'2" X 2" TEE U 1-1/2" PERFORATED LATERAL (TYP.) TOPSOIL CAP TOP SOIL GEO-TEXTILE FABRIC MEDIUM SAND FILL 1,5• ABSORPTION BED BELOW ABSORPTION 1.0' 1.01 BED (TYP.) PLOWED LAYER OF TOPSOIL PERMEABLE SOIL 1-2•' 90"- BEND 2" X 2" X 2" X 2" CROSS J 2 X 2" TEE DETAILED SCHEMATIC OF MOUND SYSTEM 1" = 5' INSTALL THE OPPOSITE WAY FOR CLEAN-OUT NEXT TO DISTRIBUTION BOX X 2" WYE 1-1/2" PVC SECTION DETAIL OF CLEAN-OUT REVIEWED DATE: _ REVIEWED DATE: _ N.T.S. FOR FOR BANNER ASSOCIATES, INC. SCREW CAP 4" PVC 13.0 0' 1-2• X 2" TEE 1-2" 90° BEND SECTION DETAIL OF MONITORING WELL N.T.S. American Consulting Engineers Council Member BANNER BANNER ASSOCIATES, INC. • CONSULTING ENGINEERS 9 SURVEYORS 2777 CROSSROADS BOULEVARD • GRAND JUNCTION, CO 81506 • (303) 243-2242 605 E. MAIN •SUITE 6 •ASPEN, CO 81611 • (303) 925-5857 EXISTING SANDY LOAM SLOP WATER TABLE MOUND SECTION DETAIL A -A N.T.S. r0 to 2% FROM SEPTIC TANK HIGH WATER ALARM FLOAT CONNECT TO ALARM ON CEDAR POST REVISION DATE I DESCRIPTION I BY I CH'Dj ASPEN EARTHMOVING, INC ELECTRIC OUTLET AND ALARM BOX PROVIDE 120/240 VOLT SERVICE AND 100 AMP MAIN DISCONNECT W/ 6 SUB BREAKERS IN WEATHERPROOF ENCLOSURE PER N.E.C.A. CODE ALARM UNIT TO BE APPROVED BY ENGINEER PROVIDE PUMP AND ALARM/CONTROL ON SEPERATE BREAKERS SIZE CONDUCTORS FOR LOAD 4" x 4" x 8'-0" CEDAR POST FINISHED GRADE ['C POWER SUPPLY LINE CONNECT TO SINGLE PHASE 110 DUPLEX CIRCUIT POWER SUPPLY CONNECT TO PROPOSED ALARM 1-1/2" 900 BEND 500 GAL. SUBMERSIBLE CHAMBER PROPOSED CLEAN-OUT LOCATION 0 P \D S6�.OX 03 �ON 0 1-1/2" SCHEDULE 40 PVC OR AN APPROVED EQUAL INSTALL HIGH WATER FLOAT "PIGGY -BACK" W/ SWITCH FOR SEE INSTALLATION INSTRUCTIONS LOW WATER FLOAT PROPOSE 1/4 HORSE SUBMERSIBLE EFFLUENT PUMP AURORA HYDRAMATIC MODEL SW25 OR AN APPROVED EQUAL INSTALL 2-8" X 16" CINDER -BLOCKS FOR BASE OF EFFLUENT PUMP EFFLUENT PUMPING CHAMBER DETAIL N.T.S. FREY RESIDENCE SEPTIC SYSTEM SECTION DETAILS PITKIN COUNTY SCALE: N.T.S. SHEET NO: 3 JOB NO: 8100-01-37 DATE: 4-15-93 OF 3 6 — — _ LATERAL LINE "A_ I 46.0' L.F. C� _ z.o SLOPE_ o LATERAL LINE "B" ,T, 46.0' L.F. — _ F-rl o ' o o LATERAL LINE "C" 46.0' L.F. I�' — 0 0 2" X 2" X 2" X 2" CROSS J 2 X 2" TEE DETAILED SCHEMATIC OF MOUND SYSTEM 1" = 5' INSTALL THE OPPOSITE WAY FOR CLEAN-OUT NEXT TO DISTRIBUTION BOX X 2" WYE 1-1/2" PVC SECTION DETAIL OF CLEAN-OUT REVIEWED DATE: _ REVIEWED DATE: _ N.T.S. FOR FOR BANNER ASSOCIATES, INC. SCREW CAP 4" PVC 13.0 0' 1-2• X 2" TEE 1-2" 90° BEND SECTION DETAIL OF MONITORING WELL N.T.S. American Consulting Engineers Council Member BANNER BANNER ASSOCIATES, INC. • CONSULTING ENGINEERS 9 SURVEYORS 2777 CROSSROADS BOULEVARD • GRAND JUNCTION, CO 81506 • (303) 243-2242 605 E. MAIN •SUITE 6 •ASPEN, CO 81611 • (303) 925-5857 EXISTING SANDY LOAM SLOP WATER TABLE MOUND SECTION DETAIL A -A N.T.S. r0 to 2% FROM SEPTIC TANK HIGH WATER ALARM FLOAT CONNECT TO ALARM ON CEDAR POST REVISION DATE I DESCRIPTION I BY I CH'Dj ASPEN EARTHMOVING, INC ELECTRIC OUTLET AND ALARM BOX PROVIDE 120/240 VOLT SERVICE AND 100 AMP MAIN DISCONNECT W/ 6 SUB BREAKERS IN WEATHERPROOF ENCLOSURE PER N.E.C.A. CODE ALARM UNIT TO BE APPROVED BY ENGINEER PROVIDE PUMP AND ALARM/CONTROL ON SEPERATE BREAKERS SIZE CONDUCTORS FOR LOAD 4" x 4" x 8'-0" CEDAR POST FINISHED GRADE ['C POWER SUPPLY LINE CONNECT TO SINGLE PHASE 110 DUPLEX CIRCUIT POWER SUPPLY CONNECT TO PROPOSED ALARM 1-1/2" 900 BEND 500 GAL. SUBMERSIBLE CHAMBER PROPOSED CLEAN-OUT LOCATION 0 P \D S6�.OX 03 �ON 0 1-1/2" SCHEDULE 40 PVC OR AN APPROVED EQUAL INSTALL HIGH WATER FLOAT "PIGGY -BACK" W/ SWITCH FOR SEE INSTALLATION INSTRUCTIONS LOW WATER FLOAT PROPOSE 1/4 HORSE SUBMERSIBLE EFFLUENT PUMP AURORA HYDRAMATIC MODEL SW25 OR AN APPROVED EQUAL INSTALL 2-8" X 16" CINDER -BLOCKS FOR BASE OF EFFLUENT PUMP EFFLUENT PUMPING CHAMBER DETAIL N.T.S. FREY RESIDENCE SEPTIC SYSTEM SECTION DETAILS PITKIN COUNTY SCALE: N.T.S. SHEET NO: 3 JOB NO: 8100-01-37 DATE: 4-15-93 OF 3