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HomeMy WebLinkAboutpitkin.eh.246524201013 (2003)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. 0 0 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 03009 Parcel ID # 2465-242-01-013 Type of permit New(X (CDU)) Repair( ) Addition/Remodel to House( ) Name of Owner Steve and Sandy Swanson Street Address 140 W. Sopris Creek Road, Basalt, CO 81621 Property legal description Tract 73, Sec 24, Township 8 South Range 87 West of 6'" P.M. Size of lot 1.54 acres Water source well # of bedrooms in house Caretaker unit Detached Total square footage of the house # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit 824 # of bedrooms in caretaker unit 1 # of offices, lofts & similar sized rooms in caretaker unit 1 Designed for what # rooms (list) Bedroom Permit information Designed by Schmueser Gordon Meyer Mailing Address 118 W 6th, Suite 200, Glenwood Spun81601 Perc rate *Existing Profile hole depth Existing pth o groundwater or bedrock 'Existing Minimum Septic tank capacity 750 gallons Minimur rAbgorpton area 262sf(131w/ 50% reduc.) ommenr\�J Septic permit approved per compliance with engineer design and specifications stamped 03-14-03 and letter dated April 2, 2003. Any changes must beVppVed by this department and the design engineer prior to them being made. Minimum horizontal distan s b en components of the system and physical features shall conform to the Pitkin County ISDS regula ns. Design is based on existing soil data, if a y change in soil conditions or groundwater/bedrock is observed during excavation work mustatop, and the engineer and this department must be notified immediately. Design is for a 750 gallons septic tank . Field is sized for one bedroom since building is <700 sq ft. A 50 % reductions is used for gravellechamber units in a trench configuration- two trenches of 5 units each = 10 units total. This department does not endorse art*brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. I Permit approved by: /6 Date: Plans and specifications of the p? posed 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: Final approval: Date: 1 r 1.3 IPITKIN COW ENVIRONMENTAL HEALTH DEMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5077 Name of OWNER ciw^N Owner's Mailing Address � IQ W `50 f(l c CRV-,£V-- Business Phone: - Z yqA Home Phone: 01 Z - qZ �P E-mail Address: tM160 Primary Contact Person (all communication regarding this permit will go through this person) Name j ►Z N Company STir L V Contact Mailing Addre q3-6 IOZ X r>A,-e Z.-Z> or a. So Business Phone: - SLZ Cell Phon : Nl- Fax: r( E-mail Address: } r r v T 2 t Parcel IU # (available trom assessor's office at 920-5160 or at www.aspen.com/assessor/) Street address of property I 'A0 W Z X —6 —17 -2 1 2-0L_o i � 5 C.1k+-I-7- 1-4. 16 Ae7 A -L- i CO 91,6Z Legal Description: Lot ,Block ,Filing ,Subdivision Size of lot: 1.,51 acres. Type of proposed structure: Size of bldg. envelope: Total square feet of house Z III; �i i # of bedrooms in house J # of offices, lofts 8 similar sized rooms in house Z Caretaker Unit: Attached ( ) Detached ( 7�— ) Total area(sq. ft.) of caretaker unit e 2 8 of herlrnnme in r.,efn4er i,nit t. d of nffiroe Infte onrf cirri I �r c;o. rnnme of 'nit Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition YA Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that lakes 6 hours or less for the department to approve. If approval lakes longer than 6 hours, a rate of $65 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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, bulk knigs, property lines, ditches, slopes, waterlines, springs, suction or irrigation fines, 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 representativesAThe ownbr assumes full responsibility in case of failure of the system. Signature of applicant V-A- Date Received by Receipt# Date G:\eh\isds\isdsapp\isdsapp. oc IQ IbzI C1 i w U) j ? J q! y w0H Uaw Z V) FOS ywQ Q LL _ui ZNU wN- QOyn M Z Z Z Ul 2 Z Z d K SMa LL 0 OUC Z JQ MW� w M w w LL J C H Aa2 O V7 N 0 i i m 0 ° vN N N 0 _`oE m m N o N N N N N Lf) N 0 �O N Ip Y m Lo J V_ ? Q c o c C m N c a am) J E L °O 117 O O O O O O O O J d N 0 N 'a ma o m m crn m a c m° V N N O r t° LO O 1n O ° m Q a E m w CDU 1n 1n 1n in 1n 1n o 1n 1n 1n C T N N N N N N 117 N N N 's O C a Qw V , m m c OJ N Ln C T ❑ N r . 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BOX 21 55 P.O. BOX 3088 GLENWOOD SPRINGS. CO 81601 ASPEN. CO B I B 12 CRESTED BUTTE. CO 81224 9>0-945.1004 970-925-6727 970-349.5355 RX: 970-945-5948 Plc. 970.925-4157 v 970-349-5358 VIA FACSIMILE: 920-5077 Ms. Nancy McKenzie RELLE VE:o Pitkin County Environmental Health Department 0405 Castle Creek Rd., Ste. 10 APP, 2003 Aspen, CO 81611 PITKA CO(jN?Y RY1130N)',L-NTAL Hc;,_TN RE: Swanson Caretaker Dwelling Unit Septic Tank Sizing Dear Nancy: I received your message regarding the sizing of the septic tank for the Swanson property caretaker dwelling unit Individual Sewage Disposal System (ISDS). We are, by copy of this letter, notifying the Swanson's and their architect that the septic tank serving the caretaker unit will need to be a minimum of 750 gallons rather than the 500 gallon tank indicated on the planset. In returning to my copy of the Pitkin County Individual Sewage Disposal System Regulation, I do note the requirement for a minimum 750 gallon tank so I apologize for missing that. Thank you for your follow-up. It is our understanding that this revision to the information indicated in the planset issued under our Job Number 2003-129.001 will be sufficient for issuance of an ISDS permit for the Swansons. Very Truly Yours, Schmueser Gordon Meyer, Inc. Jay W. Hammond, P.E. Principal, Aspen Office JW1n 03129NM1 cc: Mr. Steve Swanson Mr. Lathrop Strang, Architect Mr. Bill Swigert, SGM, Inc. 04/02/03 WED 11:09 FAX 1 970 945 5948 6 • SCHMUESER ( GORDON [ MEYER E n G I U E E P: G J. P. E I C a; SCHMUESER GORDON MEYER. INC 118 West 6"Street, Suite 200 Glenwood Springs CO 81601 htt0: //www. Sgrn-inc.gM SCHMUESER GORDON MEYER 19 Glenwood Springs Office. (970) 945-1004 FAX: (970) 945-5948 Aspen Office: (970) 925.6727 FAX: (970) 925-4157 Crested Butte Office (970) 349-5355 FAX: (970) 349-5358 MISSION STATEMENT: We east to make our clients successful We do this by understanding their development and infrastructure needs. and the unique environment of the valley communities where we live.. we provide responsive, appropriate engineering, surveying and Consulting services to achieve our clients' goals while protecting the health safety, quality of life and mountain environment of our neighbors. Project: S.+teunaoti USfla Project No. Z003 -[Z . To To: FROM g COMMENT [ Onginal mailed Date. Qom{ -6z. 0-z' Fax: gzo-Sd4l- Faxr qZ-5 SOLS Fax' Gta3-qV Fax: CONFIDENTIALITY NOTICE J Original not mailed. This facsimile transmission (and/or documents accompanying 4) may contain confidential information belonging M the sender. which is protected by the engineer/client privilege. The information is intended only for the use of the individual or entity named above. If you ale not the intended recipient, you are hereby notified that any disdosure, Copying, distribution. or the taking of any action in reliance on the contents of this information is strictly prohibited. it you have received this transmission in error, please immediately notify us by telephone to arrange for return of the documents. Thank you. [a001 ,................................................................................... Total pages (including this page) L ....... rii.f.r. LP Please call if this amount of pages was not received. 0 1111111111111111*111111111111111111111111111111111111 442031 04/06/2 02:38P ADMIN DE DAVIS SILVI 1 of 3 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR FOR THE SW.ANSON CARETAKER DWELLING UNIT Determination No.J-*�)_-2000 RECITALS 1. Steve Swanson (hereafter "Applicant") has applied to the Community Development Director of Pitkin County, Colorado for approval of a detached caretaker dwelling unit. 2. The property is located at 0140 W. Sopris Creek Road and is more specifically described in Exhibit "A". 3. The Applicant proposes to deed restrict the proposed caretaker dwelling unit pursuant to Section 3-150.130 (B) of the Land Use Code. 4. The Director finds that the Swanson Caretaker Dwelling Unit complies with applicable standards of the Land Use Code Section 3-150.130 and has recommended approval of the request based on compliance with this section. THE DIRECTOR DOES HEREBY APRROVE the Swanson Caretaker Dwelling Unit subject to the following conditions: I. The unit shall contain less than 700 net livable square feet. 2. The structure must comply with setback requirements for the RS -30 zone district. 3. The kitchen shall contain at least a two burner stove with oven, standard sink, and at least a 6 -cubic foot refrigerator plus freezer. 4. One off-street parking space shall be provided for the unit. 5. Prior to certificate of occupancy, a site visit shall be conducted by the Housing Office. 6. The Occupancy Deed Restriction and Agreement for a Caretaker Dwelling Unit shall be recorded prior to the building permit issuance. Determination No._L-�_-2000 • Page 2 APPROVED: 111111111111111111111114111111111111 iii 11111 Jill 1111 442031 04/06/2000 02:38P ADMIN DE DAVIS SILVI 2 of 3 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO GMa1 C cLw iF Date��(,lpc� Cinty Community Development Director P20-00 2465-242-01-013 am r. INDEX OF DRAWE4GS Al" SITE PLAMROOF PIAN Alit FLOOR PIAN A361 ounDING SECTIONS AMI ELEVATIONS ASM WALL SWnONSMEfA1LS SZl1 FOUNDATION PIAN S24 FLOOR FRAAUNG PIAN 8283 ROOFFRANNGPLAN ZONING ADDRES4. 0140 W. Sopm c m Road R.Wl Co. 81621 ZONING. LOT SIZE 154 eve FAX. ALLOWABLE FA, TOTAL P.A. RNCLUING PROPOSED CAU.• Exi+bog Haus 2114.5 S.F. I".$ Covered Dmka. G1 =210 S.F. Exiadog Guags ]68 SF. Pmp d C.D.U. Dk. aad (696S.F. Liv.N.) Pmpu.d Coveud ecb WdMy.Ya = 750 S.F. PROJECT' DIRECTORY CLIENT: Sle. S.ady SW.oe000 8140 W. Sopvu C: Rnd S.+d4 Cdovtlo 81621 ARCHITECT; Smog Ae-b,1 39iiib Cant' Rad 102 Ccboadae, C08161 (970)9 i 9822 STRUCTURAL ENGINEER: Biu S�sn 9451004 u IYe✓ _ I e � N f W ❑ F x O� Q Z O a U) P�it &17.03 V O 1 E:lT Q I() 0 0 AP 6. TRACT \ FOUND G.L.O. GRASS CAP S 89D1'DD_E _ 1J7094' Jay/ BOOK 286. PAGE B0BED9 I m$_ 3RD PARCEL DESCRII Ao BOOK 2Bfi, PACE 809 y IST PARCEL DESCRIBED 'Nc°v 9. 777 _ o RN K_4 7 �- — IfiW py1g Lit z FOUND REAt RAP R Aw U �o _IT.S-::.::.:.: 1L� �: aARMr VICINITY MAP QrAFW. T Mw - moo rear APS TRACT 73 A PARCEL OF LAND SITUATED IN FOUND OLD BRASSCAPTRACT 73, SEC 24, T 0 WNSHIP 8 SOUTH, RANGE 87 WEST OF THE 6th P.M., r-� PITKIN COUNTY, COLORADO 240 A PARCEL OF LAND SITUATED IN TRACT 73 OF SECTION 13. AND 24, TOWNSHIP 8 SOUTH, RANGE 87 1 NES7 OF THE 6TH PRINCIPAL MERIDIAN, MORE COMPLETELY DESCRIBED AS FOLLOWS 1 BEGINNING AT A POINT WHENCE A BRASS CAP MARKED ANGLE POINT N0. 2 TRACT 73 (INE GENERAL y + LAND OFFICE SUPPLEMENTAL PLAT OF THE SURVEYS OF ENTRIES SITUATED IN SECTIONS 13. 14, 2J I AND 24. INDEPENDENT RESURVEY TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE 61H P.M, COLORADO ACCEPTED AND SIGNED BY THE ASSISTANT COMMISKTNER OF THE GENERAL LAND OFFICE ON OCTOBER 7, 1917, SAID ANGLE POINT DEPICTS THE POINT OCCUPIED BY SAID BRASS CAP AS ANGLE POINT ND. 6, TRACT 7J) BEARS NORTH 5023'01' WEST 749.05 FEET,; THENCE NORTH 7712'00' EAST 149.61 FEET OF THE SIXTH PRINCIPAL MERIDIAN. COUNTY OF PITKIN STATE OF COLORADO: SAID PARCEL BEING THENCE SOUTH 12'48'00' EAST J29.40 FEET,; THENCE SOUTH 6626'12' WEST 142.45 FEET,; THENCE /* NORTH 00'30.00' EAST J8100 FEET TO THE POINT OF BEGINNING 240 . �. 1.6 MCRADD LAW: YQ/ M/Si AM DISCO eDEFE LWSN' Arn' IY/ 1 PROPERTY DESCRIPTION AS SURVEYED y + LS/ 1Y.m N "AMI M THAN 1FH ttARi FROM IX RAR a CERnrKAR1W WW N:R(Ov h0V Ey¢ y A PARCEL OF LAND SITUATED IN TRACT 73 OF SECTION 24, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN. COUNTY OF PITKIN STATE OF COLORADO: SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOW, WS ' - 1 COMMENCING AT A REBAR AND CAP FOUND N MACE, L.S. P484 WHENCE ANGLE PONT N0. 5 Or SAID TRACT 73 AS SHOWN ON THE GENERAL LAND OFFICE SUPPLEMENTAL PLAT OF THE SURVEYS - OF ENTRIES SITUATED IN SECTIONS IJ, 14, 23 AND 24, INDEPENDENT RESURVEY, TOWNSIRP 8 SOUTH ]L4' RANGE NO, 87 WEST OF THE 6TH PRINCIPAL MERIDIAN, COLORADO'. ACCEPTED AND SIGNED BY THE — TZ6' ASSISTANT COMMISIONER OF THE GENERAL LAND OFFICE ON OCTOBER 7, 1917, SAID ANGLE PONT a a xl BEING A G.L.O. BRASS CAP FOUND IN PLACE MICH BEARS N. 50'07'19' W. 744.15 FEET (SATO G.L.D. j a J 1� a BRASS CAP BEING MARKED ANGLE PONT N0. 1, TRACT A): THENCE N. 7T72'0°" E. 149.51 FEET TO a a . a A RESAR AND ALUMINUM CAP FOUND IN PLACE. THENCE S 12'48•00 E. J29.40 FEET TO A REBAR AND CAP FOUND N PLACE. L.S. /2484. THENCE 56626'11' E. 141.45 FEET TO A REBAR AND CAP LS 122580' THENCE N 0070'00' E. 385.00 FEET TO THE PONT OF BEGINNING. SAO PARCEL CONTAINING 1.54 ACRES, MORE OF LESS BOOK 286. PAGE 809 1'o 2ND PARCEL DESCRIBED TRACT 1 73 ( SEC, z 4 ) 154 Ac. r' 0140 WEST SOPRIS CREEK ROAD o rPCOr' Avro WE CLERK AND RECORDER'S CERTIFICATE This Plol eos fled Iw record lo Eke office of the Cher and Recorder of Pitkin CmntY of o'clock_ Al., an the day of A.D. 19_, wd is duly receded In Book—, y i• �Wu Poge_. Recepliw Na IwSIs< 9.2' Clark wd RecorderBIC \` w whCf I / / 1.6 MCRADD LAW: YQ/ M/Si AM DISCO eDEFE LWSN' Arn' IY/ M. A WIRDEMMAKf VaCT W 146 SMRW'Y WIHN l 1{ IaIN GLS R iV W k1w Lit REGIA tr CO e t IN OMMR7 Na ANY W DAY UPON ANY wfl,f PO M TN6 $IMNI' SIE O7ktrKfA"(a WRC Rt" LS/ 1Y.m N "AMI M THAN 1FH ttARi FROM IX RAR a CERnrKAR1W WW N:R(Ov h0V Olt OF 5 Bbgfi .c / / P?PWOY. 5 Y�' NPS'PH eO,p 5t OW k E1 245 / p1N / i CREEK 611 1It E NOTES 1) BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF S 89121DO E SE7WAEN ANGLE POINTS N0, 6 AND NO 5 OF TRACT 73 AS SHOW HEREON. 2) NO PORTION OF THIS PROPERTY IS LOCATED IN SECTION 13 (SEE VICINITY MAP). J) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY 5CARROW k WALKER, INC TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. ALL INFORMATION REGARDING OWNERSHIP, EASEMENTS AND OTHER ENCUMBRANCES OF RECORD ARE ACCORDING TO THE RILE COMMITMENT REFERENCED HEREON. 4) THE SURVEY SHOW HEREON WAS PERFORMED N APPROXIMATELY THREE INCHES Or SNOW 5) EASEMENT AND RIGHTS OF WAY REFERED TO IN BOOK 242 AT PAGE 382 WERE REPLACED BY BOOK 286 AT PACE 809, IMPROVEMENT SURVEY CERTIFICATION I HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY SORROW & WALKER. INC. FOR STEPHEN S SWANSON. SAUNDRA DEIRDRE SWANSON AND CHICAGO TITLE INSURANCE CO. UNDER MY DIRECT SUPERVISION AND CHECKING AND THAI IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 1 FURTHER CERTIFY THAI THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS FMM AEBAR tr CAP DATE, MARCH 3. 1003. EXCEPT UTILITY CONNECTIONS ARE ENTIRELY WITHIN THE LI/ 2W BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJ7MRNG PREMISES EXCEPT AS INDICATED. AND THAT THERE IS NO APPARENT EVVENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. THIS IMPROVEMENT SURVEY DOCS NOT REPRESENT A TITLE SEARCH BY SCARROW AND WALKER, INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. ALL INFORMATION REGARDING OWNERSHIP, EASEMENTS AND OTHER E.VCU RECORD WAS OBTAINED FROM AND SI)&fCT TO A TITLE INSURANCE COMMITMENT I TLE OF ASPEN. INC, ORDER NO. OOOtM3C2 EMCTIVE DATE AUGYUS JB9 "�. Q 1269 BY___-____. ____ DONA,iiaNT COLORADO REGISTERED P LAND SURVEYOR 126950 gIAL LA®� FOR ANO ON BEHALF OF SCAR NC re n Ey m q� m €$Is � �a �S IS 'z G7 w 13 J U ELPWF ( L 1p, zK zlm \TJ +vr zla ed rd r -IP - ♦d I I Mill PWGVIOErOLlp19 � Pdl RwyELEXwB wn°Ap1s nwEaFOp0N0iuewa � >.r w roxEr.ra rowel 11+ Q � Llll n � M111 t. 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MI.O PnN6 WOD Wl@1Y R.0 PRi Byl@JlN E%1®JLPN�W.IFIl15 V 1a.W M1Hl PwplfA@L WLWIAMgpi6 E F G +uwarAxa. wapppwwpw ulworww.MOmINIr0.R Xnu®vW s. wamwlmin MI0.MpfnwE wRM.PAIMAWS IGOQI RI.ILMIMA@6 W.pINi MCOpitro 9ElDWEwILMIV@aNSpllpl lunwMEM.ulEroEEean.na•n•za�•r.rwlmr.urwarun+wnwzn.wwrem unrw i SWANSON C.D.U. w.ew mlN.m,Xlm W.. rrp.v@am ...LWWP.w.w.�.w.P FLOOR PLAN r aW!xr. ..eve,ro..ror pwnewox O gPpW 80PWa CW�f RD BJEKim w@I ppMlLiMI: N wre MWf 11ERACE IXr1Vq WMOW Ore1W0 WI NFW E<TFAUN pOCII W/ FILL LI01(f o s Xo v 1� u 1 91.W1 WAVEf YI6ATm O,LLV.paT.p1 _y1•®Ap FAQA,TVP .tO3rTaPfYT.t l1?tSI0110R RT. 1WpBpAM suucorfww -I.oMEYf BnBFL 31VGYOMITN l.M A6 s•xon¢onTu.�snmvNo x wssv eossnvoun rsrr-iii w: rcx»vPs,wvvovru, Mr © ® © ® © O f 24 E �� DI � ❑I a set Fstvnr nw roe aP9nelb wwmw tnesma w.wswwsroae N. a A0 wo0wOnovs rf:af ss womow Auvwmuoroaefw•a d- MW r.ttaewmm_uf NORTH \1 1+F1K I w'IX.O PAOA.�YWxi / oxema: Awrfwo esvallo � � T❑ � EAST I „�.,•d SWANSON C.D.U. y..�...v...+.� ELEVATIONS r UIYNr: o T COs. 611 aw O enear 9p°"le�ua vo <OI�Ini"M: WR 10&R 0 S f0 5 Q T lJ 0 TYP.RRC T I � siu>a miam o-n,uf nmf imnarww I .wvmo wvYmws .ssamnwut WEST 1N11'Q 91.W1 WAVEf YI6ATm O,LLV.paT.p1 _y1•®Ap FAQA,TVP .tO3rTaPfYT.t l1?tSI0110R RT. 1WpBpAM suucorfww -I.oMEYf BnBFL 31VGYOMITN l.M A6 s•xon¢onTu.�snmvNo x wssv eossnvoun rsrr-iii w: rcx»vPs,wvvovru, Mr © ® © ® © O f 24 E �� DI � ❑I a set Fstvnr nw roe aP9nelb wwmw tnesma w.wswwsroae N. a A0 wo0wOnovs rf:af ss womow Auvwmuoroaefw•a d- MW r.ttaewmm_uf NORTH \1 1+F1K I w'IX.O PAOA.�YWxi / oxema: Awrfwo esvallo � � T❑ � EAST I „�.,•d SWANSON C.D.U. y..�...v...+.� ELEVATIONS r UIYNr: o T COs. 611 aw O enear 9p°"le�ua vo <OI�Ini"M: WR 10&R 0 S f0 5 Q SCALE: 1 INCH = 30 FEET PROPOSED C.D.U. NOTE: VERIFY ANY WATER LINE LOCATIONS IN THE VICINITY OF THE ABSORPTION TRENCHES. RE—ROUTE WATER LINES OR RE—LOCATE TRENCHES TO ENSURE MINIMUM 25' SEPARATION. PROPERTY BOUNDARY AND EXISTING STRUCTURE LOCATIONS FROM A SURVEY PROVIDED BY. SCARROW & WALKER INCORPORATED ENGINEERS & LAND SURVEYORS 818 Colorado Avenue Glenwood Springs, Colorado 81601 (970) 945-8664 CLIENT: STEVE SWANSON 0140 W. SOPRIS CREEK ROAD BASALT, COLORADO 81621 4" PVC CONNECTION HEADER 49 M,F F li- >EPTIC GENERAL NOTES - 1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH THE 2001 P/TKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. SEPTIC TANK DESIGN AND INSTALLATION SHALL MEET THE REQUIREMENTS OF ARTICLE 8. 2. THE LOCA TION OF THE TRENCH MA Y BE ADJUSTED IN THE FIELD TO MINUM/ZE CONFLICTS WITH EXISTING VEGETATION, PROVIDED ALL SETBACKS ARE MET. CONTRACTOR SHALL VERIFY LAYOUT ACCOMMODATES S/ TE SLOPE. ' J. PIPING IN THE ISDS SYSTEM SHALL BE STANDARD SEWER PIPE ASTM D3034 , EXCEPT AS NOTED. I 4. THE AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WITH NATIVE GRASS TO PREVENT EROSION. 5. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCHES WITHIN 6" OF FINISHED GRADE. 1='r:I_TINd ISD 154 Ac..f 0140 WEST SOPRIS CREET ROAD / 5,66.Zg'12 6. SCH40 PVC PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERL Y SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM THE SEPTIC TANK FOR A DISTANCE OF AT LEAST FIVE FEET (5) FROM THE INLET AND OUTLET ENDS. 7. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (a) SEPTIC TANK AND SEWER LINES ARE CORPLETEL Y WATER TIGHT, AND (b) THE SYSTEM IS INSTALLED TO PREVENT FREEZING OF ALL GRAVITY SEWER LINES 8. THE PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THE ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THA T SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH. 9. THE FOLLOWING PREVENTATIVE MAINTENANCE SCEDULE /S RECOMMENDED TO LIFE OF THE ISDS SYSTEM: A. PUMP THE SEPTIC TANK AT LEAST ONCE EVERY TWO YEARS. B. CHECK PLUMBING FIXTURES ON A REGULAR BASIS AND REPAIR ALL LEAKS WHICH CAN ADD SUBSTANTIAL AMOUNTS OF WATER TO THE SYSTEM. 10. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ON THE PROPOSED DISPOSAL TRENCHES. 11. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL U7ILITY LOCA 77ONS THAT MAY EFFECT THE LOCATIONS OF THE ISDS FACILITIES DRAWN. VERIFICATION IS TO BE MADE W1 7H THE OWNER AND THE AFFECTED UTILITY COMPANIES. �,, 12. SUBSTITUTION OF MATERIALS (I.E. PIPE, TANKS, ETC.) IS ACCEPTABLE PROVIDED VERIFICATION 19 AND ACCEPTANCE BY THE ENGINEER AND ENVIRONMENTAL HEALTH OFFICER /S OBTAINED. 1t 13. AN OSI BIOTUBE EFFI IIFNT_ELTER (OR EQUAL) WILL BE INSTALLED ON THE SEPTIC TANK DISCHARGE LfNE =' , LOCATE SEWER CLEANOUT AT ALL HORIZONTAL AND/OR VERTICAL CHANGES IN DIRECTION 4 " PVC 45 PVC WYE OR ELBOW IN11111k6- SID FEMALE ADAPTER AND MALE PLUG 45 PVC STREET ELBOW FLOW DES/GN CALCULATIONS: 1. 1 BEDROOM DETACHED CARETAKERao S F APPROXIMATELY -82s�P USE 2 PERSONS/BEDROOM AND 75 GPCD. 2. DETERMINE FLOW (PER PITK/N COUNTY ISDS REGS.). Q = (2)(75) (1.75) = 262.50 GPD (DESIGN) J. SEPTIC —SYZE-70 FOR 1 BEDROOM = j6!2!!50 GPD)(30HR)(10AY/24HR) = 328. 13 GALLONS _> E 500 GALLON SEPTIC TANK U U 4. SIZE TRENCH SYSTEM�y� 4" PVC PERFORATED DISTRIBUTION LINE PERCOLATION RATE FROM PRIOR TESTS TO DESIGN EXISTING ISDS AVERAGE T=22 MPI (USE 25 MPI) A = 0/5 (SORT (T)) = (52.50) (5. DO) = 262.50 S. F. USE TRENCH CONFIGURATION 509 REDUCTION FOR GRAVELLESS CHAMBERS 262.50 X 507 = 131.25 S. F. 131.25 S.F./15.5 S.F. PER CHAMBER = 8.47 CHAMBERS USE 10 CHAMBERS IN 2 ROWS OF 5 EACH CLEAN—OUT DETAIL NATIVE BACKFILL 12" UNDISTURBED SOIL 12" MIN H-10 STANDARD TRENCH SECTION N.T.S. pRELpK(Nv RY SCSCSIIMUCSSER GORDON I�%11EY R BER REVISION= Job No. 2003-129.001 Z 8 GTH STRFET, SWANS'ON Drawn by TIT C1 NOT i5GL.EisawooD SPRINGS, COLORADO 89801 FOR (970) 945- � 004 FAX (970) 945-59 4S I S D S Dote: 3/13/03 $ nPEN, COLORADO (970) 925-8727 r c�0� ��0� SCo- MUESER I GORDON i �.� c� ®S�T��, CO ��7®) ��g-���� CARETAKER D WEIIING UNIT QC: PE. OF 1 ENGINEERS A SURVEYORS E -mall: engIneer@sgm-Inc.00m File: 2003-129—BM