Loading...
HomeMy WebLinkAboutpitkin.eh.264326301008 (1989)2&43 ®a$ ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT N0. TYPE OF PERMIT: Ainitial—Construction ( )Emergency Use ( )Repair work,(Piaviou• Permit 1 .) ( )Alteration of an existing sy::tem, or installation (Previous Permit 1 ) ( )Use Permit as a result of Sale ( )Othor: ISSUED TO: DATE OF ISSUE Owner fi lil Q • �ZIAJ__ Home Phone 12-5-2-2-5'-1 Business Phone ((.5 y� 72j 7Z5La T Mailing _E?Y9L3222 Address 0�5- — Agent Mailing Address Phone Sewage Disposal System Work to be performed by 1`7 This permit valid only for premises location by the following legal) deencripptions�"� S7.4gwv� v( lw A LYP StLF. /'� , WATER SUPPLY `JT��U)i'Vo af��ek, AVERAG PERCOLATION RATE >1(0O Ml�� I,l/ %1 T11s individual Sewayc Disposni Permit is granted with regard to the following use: 1 qN_Ci,6_ Ntr..iUar of: Dodreoms Lofts_ , Carbaag(eDispossaJl}s•�_� Dishwashers Clothes Washers e CALCULATED AVERAGE DRILY WASTE LOAD J/so ✓ 6 0 GALLONS. - T:i$ NATURE OF THE SYSTEM INCLUDED UNDER THIS PE%. '-,IT: Typ.. -of Tank or Treatment Units u�1e-'AAJr— Q� Tank Capacity ���_Callon Minin,ca M, thrid of Final Disposals � i/%jlJip/ T/L�ib�� Abaorptiop Area _3.�� Square Fent :n Hinlrru Description (including branInan-.e`, Yfy�fer equipment or'appurtnaneeas FI X'TU� 'TiycxYNa LIT Oth:r C-ditions or Spccificationes BE MJS- ALL&o A&J,6,-'01N0- "� �'MArs �1AJ10 �PE��r�U� �F Mau .e o STAGES REQUIRING I_\'SPECTION BY THE HEALTH DEPARTMENT: ( )Rcfore Excavation ( )Upon completion of excavation and prior to placement of gravel K)ID,,efore ofall or distribution d,�`/��y��y:t m of absorption fi,.ld (x)Prior to backfill of any component ( )Other, Specify: �/�/iAl/_,,,® �" TAf;0AL__— Plans and specifications of the proposed sewage disposal system have been reviewed and are ecnsidcred satisfactory. Pcrnls_-;l.on i:r hcroly q.-a;acd to ti:c owner or his agent to perform the work indicated above in accordance with the Pitkin County Individual Sewa;,� Disposal Revelations in effect on the date of issue. In addition to general previsions set forth on the reverse hercoi, this P.trmit ie subject to the following additional terras and conditions: Aspen/Pitkin Environmental title Health Officer APPROVED FOR ISSUE BYE%------ �D `i Vii?/ l'Z A G `•�/ 9 �y �it�/� f.✓1 �l % tA`'Yv, (art I' crc>�?R� % o /moi �s �13�`_Q. 7,;� /� epi' ,/a� 6r©elm ice,/ ��•'i� Bi��.s uJLs ���� Tho c!xwe in,iivlduel rC'.:ago disposal system installed-- la.a�.ctrd for use by a roprescnt.�[ive cf the Ass:cn i'itr�.in Laviron:-�•nt.a itcalt Dep-rrtmr,nt. The n,.'nor TITZ.�n. a sTl rc:a>onsibiIIty in a ye oC failure•or inad� u4gwlof, ttUu :1ewa<)e disposal aystem. cumpleLa ax -built drawing attached. ALS DATE OF FINAL "'SPT: TI------ Aspen/Pitkin Environmental ' Health Officer 130 South Galena Street Aspen, Colorado 8'16'11' 303/920-8070 C c 0 w � `_ Ia f gyri) ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL•PERMIT Name o f OWNERv i /� 1-t . J i E / N� PHONE qp Address of OWNER y Name of APPLICANT �l )Atf/ /} �} J7r_//./ / PHONE 9y = L L S� PERMIT TO BE: ( )Picked Up ( )Mailed to: TYPE OF PERMIT: Spy New Installation ( )Repair ( jOwner ( )Applicant ( )Emergency Use ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEM: Legal Description sc Lot l� — Block_ Filing Subdivision S -((;?bele Size of Lot 3. 2/ acres TYPE OF STRUCTURE: (+!)Single Family Dwelling ( )Other: Do you plan any further additions to the residence? ( )YES V)NO No. of bedrooms .3 No. of Lofts No. of Garbage Disposals / No. of Automatic Dishwashers f No. of Automatic Clothes washers WATER SUPPLY: ( )Private well, Depth or OPublic, Name of System s'70leLJ�h ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSF-Ds ()4Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound (')Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other: 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 individual sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information is true and that false in ormation will inv idate the application and any subsequent p mi'. Signature of Applicant_ . DATE 1, 1 (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. 4. Proposed and existing buildings, driveways, and other structures. 5. 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 permit application and a permit fee in the amour. of S �o I- . Receipt Number , Date Fee Received / .by �4J Administrativo Officer �14i0� 130 South Galena Street Aspen, Colorado 81611 303/980-5070 A Ov I ASPEN06PITKIN ENVIRONMENTAL HEALTH DEPARTMENT FIELD TEST DATA SHEET Legal decription: I "-� I-) 4(U M Name of Owner: 971( Address: (## & st. / p.o. box) (city) (state) (zip) Name of Agent: Water Supply: Public Utility Subdivision Private Well Lot Area: Distance to Nearest Surface Water /0-6 ft. (S U V/A L.E-) Dates Observations Made: Soil Borings: -1'i"3'9 by F�0 Percolation Tests:' �by F _ "NAW 10C 0A) 4�A CY,- SOIL BORING TESTS PERCOLATION TESTS ;•i:M%2560 A2 :fC: S'.2 YiC XL 111 SR R2 Ri Sft JR SR 102 7A SR Ai RZ A2 RC PR RC SR PR ]OC SOC }i2 NC ]aC %2 ]SL }:i iK `'C tit yri ii:::: X X. TEST NUMSCR TOTAL DEPTH ICCT DEPTH TO CAOUND W.TCA. IEET CHARACTER Or SOIL WITH TN IC AN Ui IN Ft ET o�aERVED 9.1—TED RICH TEST TIME DROP IN WATER LEVEL. INCHES MINUTES TEST —.BEP ACM DCPTN INCH C] (� B-1 .—VAL N MINUTES SECOND 10 —T 1. LAST TO TALL LAST PERIOD LAST PERIOD PERIOD ONC IN Q. i�T oP�tL it ' T 24`+� /g 1A PERCOLATION TESTS ;•i:M%2560 A2 :fC: S'.2 YiC XL 50C PR1R 50C f025R To216C7N SOC 929.E 10i f0t AR TR 10T fO2 Sdi 9.2 AQ fR 9C 7btfR 9.2 SR Sbc 1R %�'. 169E 1R �C �.4�c SS See AT flee i�k�i,�{';:: `.'v: ik iS: ::k NC 3%/. NOSIAS WATER TEST TIME DROP IN WATER LEVEL. INCHES MINUTES TEST —.BEP ACM DCPTN INCH C] CHARACTER OF SOIL THICKNESS IN INCHES SIHCC N IN HOLE IST WET OY[AHICHT .—VAL N MINUTES SECOND 10 —T 1. LAST TO TALL LAST PERIOD LAST PERIOD PERIOD ONC IN Q. i�T oP�tL it ' T 24`+� /g 1A ODw �► LA �id P-1 a5r E' 2 P-2 P-3 . tir AM P-4 S"ck �'�SR i:: 'Sec f6C 9n' 'Sj2 F:9:2 fR At SR �R 56C PX 5�i. 5292225ft A276t f2 R4 fR 1di P210t �CS� P27R 9R Ri fOt �5 yy 9C PR 5255: Sx ScC 25S6cyq 62#S�JC 22 AL Y'. Sn 56: X: 25e.C1'v2 hi `2 :2�??: :oi '::: Average Rate: minutes/inch Plan of the site on the back Date1-0-06`1Signature 141 BOB NELSON ASPEWPITKIN SANITARIAN 130 S. GALENA CO 81611 P- 2- E T>fey 01 0 Ly q.G T -G7 �tJAI ort DITC14 (.DRWiAfqr.6- //// / / R6,4 C) c u -r S Lope To SMA A V-0-0 . T)P,. TRENTAZ r,=j NOTICE_ According to Colorado law you must commence•any legal action based upon any defect in this survey within six years after you first discover such dafact. In no event may any action Eased upon any defect in this survey be commenced more than teh years from the date of the certification shown hereon. Alpine Surveys Post Office Box 1730 Aspen, Colorado 81612 303 925 2688 VICINITY MAP 1%2000' Surveyed Is, 3► • 82 Drafted lo• 30.84. 0 20 40 80 120 160 200 SCALE - If'= BASIS OF BEARING,' FOUND MONUMENTS AS SHOWN . TOPOGRAPHY FROM MAP PREPARED BY ALDRiCH AERIAL NC&PPING, DENVER ,�C%OLORADO . AUGUS CERTIFICATE T �7 TA, le(21 . SURVEYOR'S V 1E�YOR'S ,l.J1E RT I IF MCAT E 1, DANIEL F. MC KENZIE HEREBY CERTIFY THAT ON AUGUST 31 ST, 1e)82, A SURVEY WAS PERFORMED UNDER, MY DIRECTION AND SUPERVISION OF LOTS RI4. AND R5 , STARWOOD SUBDIVISION, PITIKIN COUNTY, COLORADO. ALPINE SURVEYS OCTO BER 30 -1-H, l zeLl . Title PROPERTY SURVEY 6Y : DAN i EL F. - KEN L L.S. 20151 .i i p j ifi�y ago s @ e '#'.4 : Lill v 1 1 II V'J I / iN, ry `I I i L - I I I I I Z I W v 1 1 II V'J I / iN, ry `I I i L - I I I I I I I r I � I I I I • I I • I j i I I ) I I I I I I I I I I I I r I � I I I I • I I • I j i I I ) 'PITKII`I Goal•-�� Go�U��.tx, STRYKER ARCH ITECTS 300 S. Spring Street • Aspen, Colorado 81611 •303.925.2254 I 9 'PITKII`I Goal•-�� Go�U��.tx, STRYKER ARCH ITECTS 300 S. Spring Street • Aspen, Colorado 81611 •303.925.2254 I — -- ----- ------ -__ 10, // / I 10 Z i `%.r NA 11A -t V)rt'. 0 cAli ,V SITE PLAN a i if w. UVJ- I�aW To 57A'RU 'D I o - eq TOPOGRAPHY MAP TAKEN FROM MAP PREPARED BY STRYKER ARCHITECTS, 300SS, SPR/NG STREET, ASPEN, COLORADO. SHEET LABELED STE/N HOUSE - SITE PLAN - A2. O O O h cop co � co a � PROPERTY LINE I � I I I B PSJT RA DE q /RAT/RN r -•T I I I I I I I I I I I SEE D,TAIL (6 T TALC I I I I I I I I I I PROV/ E S ALE TO DIJERT I I I I I I I I I RUN- F RO&I b E. T. EDSvv � o I I I I I I I I i I FLA CA (3) l VE T OUTI I I I I I I I I I I 4" SOL .O.T PIPES T MES LEVATI�N ` I I I SLOPE " OF 3) I I I I 1250 G L. S TICI TANK I I I I I I I I I I I I BENDS REOUIR D I I I I I I 4' ASS /6 PVC P/P I I I SLOPCLE //4" f ER FT. MN.. 1 I 0 I I I I I I I Fl OM HOUSE'I TO SEPTAL TANK I I IWI IWI I M I I I 2,5 J41 III I I I I I ~I I~I IIIW 4" RFRJED PV C OO5O/TM/1 SLEFYP. -�- � I I I I 1 I 1 'PROPOSED\\ I I I I I I I I I 1 1 I I I \RESIDENCE\ I l5 ' 8 l5 I I - � 61---- --1- I \ l I NOTE: SEP C TA K LOCATION MAY BE A UST TO ' I \ \ \ \ \ \ \ I I I I BEST FIT NSIT CONDITIONS ' f \ \ \ 1 I I I I I I io In 'CIO, 0 EVAPO- TRA NSP/RATION BEDS PLAN VIEW .; SWALE TO DIVERT RUN-OFF j AROUND E. T. BEDS EXIST/NG GRADE - O 4162 - SAME /NV. OUT ELEV. ALL 3 P/PES 3- 4 " CLASS /60 PVC PIPES TO FEED BEDS (TYPICAL DIMENSION FOR 3 BEDS) 15, 2.5' 5' -- - --I - 5' 2.5 8' I 8 J�Q V k DESIGN CRITERIA: 1. NUMBER OF BEDROOMS = 4 2 ASSUME 2 PERSONS/BEDROOM AND 75 GPCD. J. FLOW = (2) x (4) x (75) = 600 GPD 4. LOADING FOR E. T BED = 0. 135 5. 600 / 0. 135 = 4444.44 S.F. AREA 6. A 257 REDUCTION /N BED SIZE CAN BE UTILIZED FOR LOW WATER USE FIXTURES = 4444.44 x .75 = 33,33.,3.3 S F. BED AREA 7. PROVIDE 3 BEDS (15'x75) FOR A TOTAL OF 3375 S F. 8. SEPTIC TANK CAPACITY FOR A 4 BEDROOM RESIDENCE = 1250 GALLONS. 4 " 90' BEND 2'- 6 (4 REQ D) 4" CLASS /60 5'-0• PVC PIPE 45. 'NYE 45F� 4" CLASS /60 SOLID �R�55 PVC MANIFOLD PIPE a.. �4" TEE (4 REO D) ��- 4 ' CLASS /60 PERFORATED PVC LATERAL, SLOPE O" / FT. ( T rP/CAL 1 TYPICAL LATERAL INS TALLAT/QN DETAIL N TS 37.33 SANDY TOPSOIL VARIES FROM 2" AT DOWNHILL TO 6" AT A/R VENT UPHIL L EDGES (TYPICAL) 33.0 OIL MIRAFI FABRIC OR 4" OF STRAW 4 " PERFORATED PVC PIPE SLOPE O"/FT. /0 MIL PVC LINER, ANY FIELD 13" CLEAN ROCK SPL/CES SHALL BE MADE WATER SECTION A -A / TIGHT ACCORD/NG TO MA NF REC- COMMENDA TIONS 8 HAVE 90% OF SCALE. /'= 4' THE BOTTOM OF BED SHEET STRENGTH SHALL BE LEVEL _ O / GENERAL NOTES: 1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH THE P/TK/N COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 2. THE ET BED SHALL BE CONSTRUCTED SO THAT THE BOTTOM /S LEVEL f0. 1'. PLACE BED /N NATURAL GROUND; NO PORTION OF THE BED SHALL BE PLACED IN FILL. J. PROVIDE ADEQUATE SURFACE WATER DIVERSION TO ASSURE THAT RUN-OFF DOES NOT ENTER THE EVAPO-TRANSPIRATION BED. 4. STONE SHALL BE 1/2" TO 2 1/2" SCREENED ROCK. 5. SAND SHALL BE 0.5 TO 1.0 MM EFFECTIVE SIZE WITH A UNIFORMITY COEFFICIENT OF 4 OR LESS. 6. THE RECOMMENDED BED SEEDING /S BLUE GRASS AT 4 TO 6 LBS/1000 SQ.FT. ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WITH NATIVE GRASSED TO PREVENT EROSION. 7. THE LOCATION OF THE BED MAY BE ADJUSTED IN THE FIELD TO BETTER FIT THE SITE, PROVIDED ALL SETBACKS ARE MET. 8. DRAIN HOLES IN 4" PERFORATED PIPE TO BE AT 30" SPACING (2 HOLES PER SPACING, 7/32" DIA. LOCATED DOWNWARD). 9. 4" PVC TEES SHOULD NOT BE GLUED TO ENABLE OBSERVATIONS OF WATER LEVEL IN SYSTEM AND TO REMOVE EXCESS SALTS ACCUMULATION OR SURPLUS WATER, IF NECESSARY. 10. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCH WITHIN 6" OF FINISHED GRADE. 11. THE LINER SHALL BE PLACED IN A MANNER WHICH WILL PREVENT INJURY TO SCUFFING, PENETRATION BY FOREIGN OBJECTS OR DISTRESS FROM ROUGH SURFACES. '?. THE 10 A1'L LAYER 50L19 P'/C '_IAER I PT 7' NO FIELD SPLICES /S SPECIFIED TO PROVIDE PROTECTION TD THE GROUNDWATER IN THE AREA. THE USE OF VISQUENE SHALL NOT BE ACCEPTED. FACTORY SPLICES ARE ACCEPTABLE. IF SPLICES MUST BE MADE, A DOUBLE LAYER OF P6'C MAY BE NECESSARY. 13. CAST IRON PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERL Y SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM TANK FOR A DISTANCE OF AT LEAST FIVE FEET (5) FROM THE INLET AND OUTLET ENDS. 14. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (o) SEPTIC TANK AND SEWER LINES ARE COMPLETELY WATER TIGHT, AND (b) THE SYSTEM IS TO BE INSTALLED TO PREVENT FREEING OF ALL PRESSURE AND GRAVITY SEWER LINES. 15. THE P/TKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THE ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH. 4' TFE, DO NOT GLUE 4" /IR VENT N SANDY TOPSOIL VARIES FROM 2" ® DOWNHILL TO 6" 0 UPHILL EDGES SAND 4" PERFORATED PVC DISTRIBUTION PIPING PIPING ROCK SEED TOPSOIL STRATA M/RAF/ FABRIC !� ROCK MOUNDED ABOVE PIPE PERFORATIONS STRA TA BED ON BOTH SIDES WITH-/ 10 MIL PVC LI, SAND OR SUITABLE ON-SITE MATERIAL APPROVED BY THE ENGINEER AIR VENT DETAIL SCALE: 7"= V-0" ASMN/FITKIN, cl 71 -2®-,4:, _ � s¢