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HomeMy WebLinkAboutpitkin.eh.264326402003 (1989)w a y3- aGy - 02, -003 ASPEN#PITKIN ENVIRONMENTAL HEALTH DEPARTMENT r INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. X 4 TYPE OF PERMIT: Initial construction ( )Emergency Use r installation ( )Use Permit as a result of sale ( )Repair Work,(Piovious Permit f .) ( )Alteration of an existing system, (Previous Permit 1 .) ( )Othor% ISSUED TO: %� DATE OF ISSUE. OwneriCi(f],�(� /��/� ��I� Home Phone Business Phone �20 / 2�Ahf Mailing Z L- e-_5 IA/A� �% '&,TC ge, 2� 1 ,Address D lP111�U--i�l-1�2�r,r�oo 2 7 lilJ�S'TV' Agent rl?o Mailing Address Phone j 25--h-7F Sewage Disposal System Work to be performed by. &PE ; tf'-'T//Mp i01N G � This permit valid onlyforpremises location by tho following legal descriptions h -t'1 "d'-10 ,,( AK ti.�i�o LOT SIZE 2s C -I �Ia�/C G S , WATER SUPPLY �/ ���5%©� , AVERAGE PERCOLATION RATE This Individual Sewage Disposal Permit is granted with regard to the following uses cSINCL-C A.141Ly &S,DEAfe£ . NU!AL%-r of: Dodreoms Lofts Garbage Disposals_ Dishwashers / Clothes Washors r. , CALCULATED AVERAGE DRILY WASTE LOAD bO 0 GALLONS. THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PER11IT: •Ty as of Tank or Treatment Units ee 1 I(� j/B��� A)K—� �T� /t Tank Capacity L � Q _Callon Hinimua 1!_thod of Final Disposals E• e- P iA/ecEO/ 4`1;0P— /0AJ R6D Abeorptiop Area � os oC) Square Fect Minimum rjeacription (including brand name, if any) of other equipment orIappurtnancess Other Condition! or SpccificatiOnstAL /ozAA. g ANi siane-i Fl J )—Flory ©F )m E , �SIGAI OF �tiMCUsEz1 r2-aRoo,0j YC, DA's E7O 921-89 C aB q/off) M us -r •r/1 i N DMAJ -FO $E' PP -0 ✓t DFJ h 5 `3hocvAj STAGES REQUIRING I14SPECTION BY THE HEALTH DEPARTTIENT: ( )Refore Excavation ( )Upon completion of excavation and prior to placement of gravel ( )Before covering distribution system of absorption field ( )Prior to backfill of any component ( )Other, Specify% Plans and specifications of the proposed sewage disposal system have been reviewed and Pro eensidered satisfactory. Pcrnlsslon is hcr.!;y q. -anted to th,e owner or his aacnr to p•�rfnrm the work indicated above in accordance with the Pitkin County lodivi;lual Sway;., Disposal Rcvulntions in effect on the date of issue. In addition to general provisinnr: Oct fort: or. _,'o eversc }:e:' -of, this P.armiC ie suh?ect to the following dditional tens and ondicions: • Aspen/Pitkin Environmental APPROVED FOR ISSUE BY (title) Health OfficerY__ - The• t:x%vc in.iividuel sc,.%a•lo dispo.nal sys:cm installed by --- Al 1!�4,1e7-1 11,411 I has brcn in:pcP:t cted for use by a representative of the Anpcn Tin-L'nvironrrintaLica t Dep•%rtmcnt. Thee o nor a.viunws a r'onn._biltty in ccse of f llyr� or= r}ld�quacy of thiu sew.%yc disposal system. Complete as -built drawing attachod. f A,CT1 A` 1 U`r7 DATE 01' INAL INSPEC I I a 21 —c/o Aspen/Pitkin Environmental BY: (, TITLE _ Health Officer i�C' 13 . South Galena Street Aspen, Colorado 8'169'1 303/920-5070 qC C 0 w ^x(- /Y�. c ' ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN -INDIVIDUAL SEWAGE DISPOSAL•PERMIT Name of OWNER PHONE 920-1142 Address of OWNER d 400 WEST MAIN STREET, SUITE 100- _(60X Name of APPLICANT PAUL D'AMATO PHONE 925-8578 e6.4.2, ..-,-,-rH 4CJAy 7M - As�.v, 6) orb PERMIT TO BE: KXPicked Up ( )Hailed tot TYPE OF PERMIT: " New Installation ( )Repair ( jowner ( )Applicant . ( )Emergency use ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEM: Legal Description Lot R 10 Block Filing Subdivision STARWOOD Size of Lot 2-9 acres TYPE OF STRUCTURE: 4"J L q a Family Dwelling ( )Other: Do you plan any further additions to the 2S1i residence? ( ) YES ( ) NO No, of bedrooms 4 No. f Lofts 0 No. of Garbage Disposals 1 No. of Automatic Dishwashers 1 No, of Automatic Clothes Washers 7 WATER SUPPLY: ( )Private Well, Depth or *ublie, Name of System Stalvood ( )Spring ,7777 `�M�p� ( )Stream or Creek TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: - ()Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound ( )Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other.- The Other:The initial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2020. 8:30-9:30 a.m.) tr.fore a permit can be issued The igdividual sewaoe disposal permit must be issued before a building permit can be obtained. FINAL INSPECTION APP AL T BE,GIVEN Y� HE ASPFN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION OF THE SYSTEM. `` Application for an individual sew a di. sa Permit'is hereby submitted. The undersigned acknowledges that the above information is true and that false infor do will in a idate t application and any subsequent Alcrmit. i Signature of Applicant DATE is application becomes. invalid2 moats 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 undersi ntd hereby acknowledges receipt of this individual sewage disposal permit application and a permit fee in the amount of S C , Receipt Number 15 -1 N -7 , Date Fee Received 6-30 • •d f , .by 5/22/89 � �` Administrativo Officer .J_f4vc'tL obi G:3 130 South I3alena Street Aspen, Colorado 81611 303/980-5070 V .j , , k ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT FIELD TEST DATA SHEET Legal decription: .,&/ r Name of Owner: &d,6 Address: (# & st. / p.o. box) Name of Agent: (city) (state) (zip) Water Sup�ly: Public Utility Subdivision Private Well Lot Area: 2[� Distance to Nearest Surface Water ft. Dates Observations Made: Soil Borings: >`�2�f by eFAJ, Percolation Tes s,;s by SOIL BORING TESTS I�- TEST M` MU 41![11 7Lt D[.TN TO C.OVND ."a*. [CCT TOTAL DEPTH •[[T OBSERVED [ITIMAT[O NIiN f. CN AO AC T[N Of 101E Mi TN TNIG 1tN [!• IN VIET 39 B-1 % �,, /�c�rie 12 SIL --TY LAM 9 B-2 / ��C.T �O��ll2t►vp�Ay fp TClT ♦IMC 3T > 411NVT(• `tun tduo N[[T TO LAST , _ ,tj- Ch C.... CTE. O[ SOIL ]INCC NO IN NOLO PERCOLATION TESTS TO [All Average Rate: 7 minutes/inch Plan of the site on the back Date, Signature BOB NELSON ,5'EN/PiTKIN SANITARIAN 130 S. GALENA AaPEhl, CO 81611 NOY113 WATER TClT ♦IMC 3T IN WAT[S LEVEL." t MA 411NVT(• SECOND TO N[[T TO LAST TC31 D[S�N C.... CTE. O[ SOIL ]INCC NO IN NOLO IN T[AVAL TO [All NVM DCA INC C! TNICMNC33 IN INCN[! IST CT OV[AN IGNT N MINUTE LAST ACStOD LAST VCSIOD PERIOD ON[ IN" C P-1 � .2-015 / O s %3 [ j P-2 3 r o s 2-0 3;? 7 "11 1 P-3 3 at it 20 41 37 31 .1 Average Rate: 7 minutes/inch Plan of the site on the back Date, Signature BOB NELSON ,5'EN/PiTKIN SANITARIAN 130 S. GALENA AaPEhl, CO 81611 ® 0' .7 ps C�g 6 -2- K -2 K q o rAy \ e cm l 1 ::;. _ _ . �� Noy! - - • . • . TAMC MAN OOL6 �t*11-045690 - - _ _ ' - _ �.' DRIB �.�• E k, �,. lq To 12 r•, q r $o YDS t)F' GRAUCk N �g -0 k RIP -RAP FLOW LINE TO DIRECT FLOW INTO EXIST, DITCH 5 3 PT Vol 70 PROVIDE END \ ` UPPER CULVERT PIPE BEGIN 49" x 33" At4CHE0 CMP oQ AT END OF NEW•3O" CMP SAME LOCATION AS tAV OF EXIST 27" STEEL CULVERT, CHANNEL TO BE SHO TCRETED 3" M/N, THICKNESS FOR 15'.t TO MAINTAIN FLOW LINE C -OUT ACCESS (`D 1 1 \\\ \\\ °\ \ \ W/STH NEW CONCRETE HEADW LLADSEE DEATN DEWG. 2 of 2 \ewc 9,") \ � \ _ _ _ EX/ST/NG 27" STEEL CULVERT \ \ \ \ \UI \ \ \ \ \ \\ TO BE REPLACED WITH 30 " CMP TQS/T3%9,4� COUPP SONG \ \ \ \ (M/N. COVER UNDER ROAD /S 12") X 33-Z_AGam\ k \\ \ 45*ELBOW DOWN PROVIDE 2 NEW 30 ; — ` PROPOSED RESIDENCE \ \ \ \ \ 450 ELBOWS \ CLEA UT ACC S ♦ \\ \ \ \ \ (SEEDETAIL \ ♦ ♦ \ \ \ \ _\ DWG 2 2) \ 41�* \ \ \\ \ \ RIP -RAP FLOW LINE ♦ CLEAN OUT \ \ \ \ \ TO DIRECT FLOWDITCH \ \\ \ \ \ ® SEE DE TAIL DWG. 2 of 2 INTO EXIST \ \ \ T. \ \ \ \ \ \ \ \ \ -� \\ \ \ moo61 \ o ,.� \, ♦ \ \ \ \ \\%i s' �'f-�Fj �F\\ ♦ \ \ \ \ \ \-\ \ \ \ \ \ \ ♦♦ X00 CURA/N DRAIN \ 0 \ \ \ ♦ \ \ \ \ \\ \ \ ♦ \ \ ( SEE SECT/ON A "-'A 20 \ \ \ \ ��♦ CLEAN-OUT ACCE \\ \ \ \\ \ \ \ \ \ ( SEE DE TAIL \ �• \ DWG. 2 of 2) I \ \ \ \ \ \ USE 4" SOLID WALL 0 \ \ -� \ ♦♦\ \ \ \ \ STD. SEWER PIPE Al FROM THIS PO/NT P �� \ \ � \" \ \ -� \♦, \ \ \ \ \ \ TO DAYLIGHT \ \ / ` \ \� \ LATERAL PIPING0`So • \ 6 / \ 1 \SEE DETAIL DWG, 2 of 2 ,olio \ \ \, ♦♦ (\\\\\ \ 4" SOLID WALL\ \ \ \ \ 1 STDG ER PIPE \ \ \ \\ ♦ \ •• FROM THI3�,P0/NT \ ♦♦ \ ® LOWER CULVERT PIPE • \ \ TO DAYL/G \ \\ \ \ \ \ 29" x l8" ARCHED CMP ♦ WITH END SECTIONS 1 \ \ \\ \ ♦ ( T YPICAL ) NOTE: FIELD VERIFY EXISTING TOPO ( 2 PLACES ) TO ASSURE THAT CURTAIN DRAINS CAN BE DAYLIGH TED ON \ PROPERTY PRIOR TO ANY CONSTRUCTIOX S1 TE PLAN NOTE. - SE WA GE OTE.SEWAGE DISPOSAL SYSTEM IS ILLUSTRATED IN SCHEMATIC ONLY, ABSORPTION BED SEPTIC TANK, PIPING ETC. MAY BE RELOCATED TO FIT THE LANDSCAPE AS LONG AS MIN. SETBACK CLEARANCES ARE MAINTAINED. SCALE: /" = 20' CONTOUR INTERVAL = 2' GENERAL NOTES 1. All materials, installation practices, setbacks, etc. shall conform to Pitkin County Individual Sewage System Regulations. 2. Sand shall be medium texture sand. (100% of the material shall pass the No. 4 sieve.) > 25% 0.25-2.00 mm < 30-35% 0.05-0.25 mm > 5-10% 0.002-0.05 mm The Engineer may require that a gradation analysis be certify that the material proposed meets this specification. 3. The Contractor and Owner shall take whatever measures are necessary to assure that (a) the septic tank and sewer lines are completely water -tight to prevent infiltration of groundwater into the system, and (b) the system is to be installed to prevent freezing of gravity sewer lines. 4. The County Engineer shall be notified when construction commences so that the system can be inspected at regular intervals to assure conformance with these plans. 5. If the last hole, based on 30 inch spacing, is equal to or greater than 15 inches from the end of the lateral, put another hole in the end cap of the pipe or close to it. 6. Stone shall be 3/4" to 2 1/2" crushed rock. 7. The area disturbed by construction shall be reseeded with native grasses to prevent erosion. 8. Use risers as needed to bring septic tank access hatch within 6" of finished grade. 9. The following preventative maintenance schedule is recommended to prolong the life of the system: (a) Pump septic tanks once a year. (b) Check plumbing fixtures on a regular basis and repair all leaks which can add substantial amounts of water to the system. 10. Cast iron pipe or pipe of equal strength or other pipe properly supported to prevent failure by settling shall extend from septic for a distance of at least five (5) feet from the inlet and outlet ends. 11. Site map supplied by Owner (supplemented by Engineer). 12. No traffic allowed on the proposed disposal field 13. It is the Contractor's responsibility to verify all locations of utilities that may affect location of facilities drawn. Verification is to be made with Owner and affected utility company. 14. Substitution of materials is acceptable (i.e., pipe, tanks, etc.), as long as verifications and acceptance with Engineer or the Environmental Health Officer is made. 15. The location and elevation of the house is shown schematic. It is paramount that verification of sewer line location and elevation be checked with building plans prior to construction. DESIC? CALCULATIONS 1. Determine flaw to field (average daily). 3 bedrooms QroQosed 2 persons per bedroom 75 gallons per person per day Total bedrecros = 5 4 = (4) (2) (7/ 5) = 600 gpd 2. Percolation rate frcm field data, using 6 MPI. Allowable loading rate = 0.95 gallons per day per S.F. (assu-ned use of a garbage grinder) 3. For a four bedroom home, septic tank capacity is 1250 gallons. 4. Calculate field size: A = 1.95 (600) - 0.055 (600) 0.95 A = 1231.58 - 33 A = 1198.58 S.F. (use 24 x 50) Effective field size = 1200 S.F. wrE\ SEWER CLEAN- OUT N T.S. HEADWALL NOTES .- ALL ALL SLAB SECTIONS TO BE 6" TH/CK. 2 .0 4 REBAR () 12" C. C. EA. WAY, ALL SLA85. J. MIN. 3000P51 CONC. REQUIRED GRADE 30 " DIA. CMP 24 " LID RADE 24" CLEAN—OUT ACCESS — = WELDED JOIN I� 11111 1��1IIIIIII�II� ���� =- 771, Ilj ��� III, i�� �I ��� �11�1�1�11 �1���III�1� 1111111 III 111i111 111i1111�11��11III 111111,��,111�I�11111I�III�IIII�II�I111,11�I,��I�111�1�1�����11IIIII��1111��1,��1,,11�IIII11 CMP CULVERT PIPE SEE PLAN FOR SIZE TYPICAL CULVERT CLEAN-OUT N. T.S. 3" IN.IN. SHOTCRETE SEE SITE PLAN ..tl 1 FLOW LINE i PLAN 6'-0" MAY VARY TO SUIT FIELD CONDITIONS ( VERIFY ANY CHANGES W/TH ENGINEER SIDE FRONT 4" CL. PVC PIPE / HEADWALL DETAIL SCALE: 1/2" = /'—O" 4 " Cl d S S /90 PFPFnP ATFn 6' t_Z-A,.I,) /6U SOLID PVC PIPE FROM SEPTIC TANK LATERAL PIPING DETAIL 6' 4" 90° ELL 6' GRADE CLASS 6 OR ALTERNATE BACKFILL COMPACTED TO 85 % MIN, 95 UNDER ROAD AREAS PER ASTM D 698 CULVERT FLOW LINE TO — MATCH EXIST DITCH FLOW LINE AS NEAR AS POSSIBLE WITH POSITIVE GRADE OVER LENGTH OF PIPE. 4, 6" M/N. NATIVE BACKFILL Z. MIN (t ROAD � �v' � 1 1 ► 1 I I ;' I' it CMP CULVERT ` _ PIPE SEE PLAN FOR SIZE � J L ' o � b CLASS 6 BEDDING MATERIALS OR ALTERNATE MATERIAL APPROVED BY ENGII✓EER. 6" MIN. DEPTH UNDER P/PE. COMPACT TO 85 % PER ASTM D 698 TYPICAL CULVERT INSTALLATION DETAIL N. T.S. 24'—O" 3=0 6=0" 61-0" 61-0" , 3=0" EXIST. GRADE MARAF/ FABRIC f SLOPE GRADE 6" ACROSS BED i — I\, soo BOTTOM OF BED LATERAL PIP/NG SEE TO BE LEVEL DETAIL THIS DWG. "/) \ � 2" CLEAN ROCK 12" OF 3/4" TO COVER OVER LATERALS 2 //2" CLEAN ROCK er 5=0" 12=0" J FINISHED GRADE SECT/ON 'A " - 'A " N. T.S. CURTAIN DRAIN 2 6" MIN., NATIVE R4CKF/LL MARAFI iABR/C 3/4" TO 2 112 " CLEAN ROCK 4 " PERFOIATED PVC PIPE SLOPES rO DAYLIGHT SEE S17'E PLAN O—RING GASK /O //2" _---- HUGGER BAND vn P/PF CULVERT JOINT CONNECTION DETAIL NTS CMP PIPE SPECIFICATIONS : i USE ARMCO CORRUGATED STEEL PIPE OR APPROVED EQUAL. 2 STANDARD WALL THICKNESS J. STANDARD LENGTHS OF 20' OR 24' PIPE SECTIONS 4. CORRUGATIONS OF 2 2/3" x I/2" 5. CONNECTIONS TO BE ARMCO H10 HUGGER TYPE WITH O—RING GASKETS OR APPROVED EQUAL. SEE NOTE 2 ' 3� SIDE FRONT 4" CL. PVC PIPE / HEADWALL DETAIL SCALE: 1/2" = /'—O" 4 " Cl d S S /90 PFPFnP ATFn 6' t_Z-A,.I,) /6U SOLID PVC PIPE FROM SEPTIC TANK LATERAL PIPING DETAIL 6' 4" 90° ELL 6' GRADE CLASS 6 OR ALTERNATE BACKFILL COMPACTED TO 85 % MIN, 95 UNDER ROAD AREAS PER ASTM D 698 CULVERT FLOW LINE TO — MATCH EXIST DITCH FLOW LINE AS NEAR AS POSSIBLE WITH POSITIVE GRADE OVER LENGTH OF PIPE. 4, 6" M/N. NATIVE BACKFILL Z. MIN (t ROAD � �v' � 1 1 ► 1 I I ;' I' it CMP CULVERT ` _ PIPE SEE PLAN FOR SIZE � J L ' o � b CLASS 6 BEDDING MATERIALS OR ALTERNATE MATERIAL APPROVED BY ENGII✓EER. 6" MIN. DEPTH UNDER P/PE. COMPACT TO 85 % PER ASTM D 698 TYPICAL CULVERT INSTALLATION DETAIL N. T.S. 24'—O" 3=0 6=0" 61-0" 61-0" , 3=0" EXIST. GRADE MARAF/ FABRIC f SLOPE GRADE 6" ACROSS BED i — I\, soo BOTTOM OF BED LATERAL PIP/NG SEE TO BE LEVEL DETAIL THIS DWG. "/) \ � 2" CLEAN ROCK 12" OF 3/4" TO COVER OVER LATERALS 2 //2" CLEAN ROCK er 5=0" 12=0" J FINISHED GRADE SECT/ON 'A " - 'A " N. T.S. CURTAIN DRAIN 2 6" MIN., NATIVE R4CKF/LL MARAFI iABR/C 3/4" TO 2 112 " CLEAN ROCK 4 " PERFOIATED PVC PIPE SLOPES rO DAYLIGHT SEE S17'E PLAN O—RING GASK /O //2" _---- HUGGER BAND vn P/PF CULVERT JOINT CONNECTION DETAIL NTS CMP PIPE SPECIFICATIONS : i USE ARMCO CORRUGATED STEEL PIPE OR APPROVED EQUAL. 2 STANDARD WALL THICKNESS J. STANDARD LENGTHS OF 20' OR 24' PIPE SECTIONS 4. CORRUGATIONS OF 2 2/3" x I/2" 5. CONNECTIONS TO BE ARMCO H10 HUGGER TYPE WITH O—RING GASKETS OR APPROVED EQUAL.