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Home My WebLink Aboutpitkin.eh.264308100011 (2005)_NO SEPTIC PERMIT REQ'D FORMDocument 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 NO SEPTIC PERMIT REQUIRED FORM Date: 1 l0 D5 Owner's Name: Project Name: nn^^ f Address of Property: 1k Kf if �Qi Building Permit number: Parcel ID# 9,69-ogI—oc)--pij Scope of Project: Remodel does not increase the bedroom/potential bedroom count �n uvt +- �� Existing septic system is sized for this project New buildings do not need a septic system (i.e. garage, shed, barn, etc.) Project is not located in the area of the existing septic system FOOD SERVICE FACILITY o w o co, _ This facility contains a retail food establishment. Environmental Health has reviewed and approved the plans. Ibc 1C37 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 v .pitkingovxonn 0 0 Pitkin County Environmental Health Department Contact Log Sheet Name: ParcelID#: Address: Date Person Spoken To Comments / Action to be Taken Initials Time Gi 1 - n WO yl 's A 0 PA n , C pilkin County 0 0 Environmental Health January 13, 2005 Bill Gaechter PO Box 285 Woody Creek, CO 81656 Re: building permit approval at 181 Rainbow Lane — septic system requirements Mr. Gaechter, As discussed during our phone conversation today, the Environmental Health Department agrees to sign off on the building permit you have applied for in order to make some internal changes to your residence, with the following conditions to be met prior to Certificate of Occupancy (CO). According to the floor plans, there will not be an increase in bedroom count. In an effort to improve our record of septic systems within the County, we are looking for more information which you may provide in the spring, prior to CO. Your current file shows no detail of the existing absorption field. This Department would like to collect the following information when weather conditions allow. • Location of existing 1000 gallon tank • Approximate location of existing absorption field • Setbacks to any wells, ponds, ditches and streams Locations and setbacks should be recorded on a site map for future reference. • Identify type of absorption field and assurance of proper functioning. • Assure T's on tank exist This can be accomplished by having the tank pumped (part of routine maintenance) and having the pumper and a representative of the Env. Health Department assess each component. Please call the Environmental Health Department this spring at a time when the approximate location of the field can be assessed. When the requested information is able to be collected and recorded, this Department can sign off on the CO; however, if the system is illegal or not functioning properly, it will have to be brought into compliance. Please do not hesitate to call if you have any questions. Sincerely, Carla Block, REHS Environmental Health 970-920-5438 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920.5077 www.pitkingovxonn 0 0 Jan 26 05 Carla Block Environmental Health Carla I just wanted to thank you for your time and helping me to better understand why your department needs additional information with this building permit then the last one and what that information is. After going over everything with and review the material you gave me I feel much more comfortable with the application. I'll call you later in the spring so we can set up time for your inspection. Again, thank you for your help and understanding. Sincerely 7 7 �� Bill GaecMer L+ 06/15/2005 16:04 June 14 05 19709274605 0 Carla Block Pitkin County Environmental health ReSeptic & Leach Field SPORT USA 11 Please see attached information regarding our septic system & leach held, 1- map showing (he distantness of the septic from the well & leach filed to the river 2- copy of B & R bill dated 5/19/05 showing they plumbed the tank, its 1000 pal, dual compartment tank, there are 2 baffles in place and we found the 2n° lid Thank you Bill Gaechter RECEIVED JUN 1 5 2005 PITKIN COUNTY ENVIRONMENTAL HEALTH PAGE 01 I013:9 M lggq PITKIN ENVIROSENTAL HEALTH DEPARTME ISDS DESIGN CALCULATIONS —FQz. y bm t vc� ) Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd,00 gpd, r 130 gpd) 100 Number of Bedrooms in Main House �� 0 p x Z� I Number of Offices, Libraries, Studies, Similar -sized Rollins in aam House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 800 tJ State Review Required? no Perc Rate —(T) 3 loo3�/� Design Flow (Q) _ # potential bedrooms X 2 people/ bedroom X gpd X 1.75 - 01J?O Q= 1400 W0 0A . 2-5 Minimum tank capacity 1750 gallons Absorption Area (=Q/5 X SQRT perc rate) Io5O� 5 X 3Li ztQ A .00 A= 0 sq. ft. of absorption area required ` 1 0 gravelless chamber units without reduction 1 # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? QUICK 4 9_8 A = 0 sq.ft. with 50% reductionTRENCHES 0 graveUess chamber units with reduction 9VANDARD A- 0 sq.ft. with 50% reductionTRENCHES 0 graveBess chamber units with reduction EQ 36 0 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 10 QUICK 4 9.2 0 sq ft 30% reduction BED 0 chamber units with reduc. 0 sq ft 30% reduction BED 0 chamber units with reduc. 0 EQ36 units in a BED PITKIN ENVIROSENTAL HEALTH DEPARTMEI0 ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 600 State Review Required? no Perc Rate !(T) Design Flow (Q) = # pobential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1050 Minimum tank capacity 1312.5 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 0 sq. ft. of absorption area required 0 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? QUR R 4 9_8 A = 0 sq.ft. with 50% reductionTRENCHES 0 graveBess chamber units with reduction S IANDARD A = 0 sq.ft. with 50% reductionTRENCHES 0 graveUess chamber units with reduction l: 36 0 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 104 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 54 SETBACK FROM DRY GULCH # of feet = 29 CI 75 SCR 4 9.2 0 sq ft 30% reduction BED 0 chamber units with reduc. 0 sq ft 30% reduction BED 0 chamber units with reduc. 0 EQ36 units in a BED MW 8y� POND \ SHED ❑ \ \ ` \ TIE MA PATIO \ \ � •'a�a � r �9f \ , HOUSE G \ POND \ TREES GRAVEL DRIVE m 0 N 15'45'00'E N 10 30'00'E 15. 243, 21.5 m �ECttT�� lam E 7- B 8 & R Septic, Rooter & Jetting Service 0603 Handy Drive Carbondale, co 81623 963.3814 920-2059 Customers • •. - »lei J•®�`® r�, rRiCF ��y■ L= t.ZL�INA tY J--------------------- OJicY. viyJ:\'prtlryy('INL GFMI/]Op SPPItCf O]��lY K4L>. c�prp, h 5,4a tf- toeAy cl'1"0 Sit! a is.IA'(r s 08/28/2002 10:06 19709205 B & R Septic & Rooter Service 0603 Handy Dr. Carbondale, CO 81623 (970) 963-3814 SPORT USA Bill Gaechter PfRrvuT 7k 0 512. 2001 Box 285 PauAa -TD",4(a43 08) O OOt 1 Woody Creek, CO 81656 • Invoice Bill Gaechter Box 285 Woody Creek, CO 81656 PAGE 01 Invoice Number: 130387 Invoice Date: 17 -Apr -02 P.O. Number: Job Description: 130387 �uantilyL ServiceType Amount Tax x2 Workers Warrdn (Days) i Septic Pumping $315.00 No No 0 $315.00 $0.00 0% Ta $0.00 =fir^ $315.00 Septic, Rooter Betting Service $0.00 1555 Hwy. 133 $315.00 Carbondale, CO. 81623 963.3814 920-2059 10 M 21 w 00 • Z_ LOT �'-� �[7z FOXTROT � JL� OX ll R® llgyp'+ S U lid D17 V% ll S J GIN 20151 2n14 \ CURVE DFLTA ANGLE RADIUS ARC CHORD CHORD BEARING C 1 35.15'52" 220.20' 135.53' 133.40' S 10'44'00-W LEGEND AND NOTES n SPIKE SURVEY CONTROL i) PROPERTY CORNER AS DESCRIBED ti UTI I I TY POLE a tj FRNCE UTILITY BOX TITLE INFORMATION FURNISHED BY: STEWART TITLE OF ASPEN, INC. ORDER NO. 00029798 DATED: MAY 31, 2002 100 YEAR FLOOD PLAIN FROM FLOOD INSURANCF RATE MAP, PITKIN COUNTY, COLORADO, PANEL 67 OF 325, DATED JUNE 4, 1987 PIIKIN IRON/RIVER WOOD, P U D IS MONUMENTED OVFR THIS PROPFRIY ON THE (ASI BOUNDARY VNIk HIOR ISI I: HFS NOT SHOWN LOT 2 `,IFRI i1`40 tiUH('I VII;IDN 1913 G.L.O. BRASS CAP W.C. TO SECTION CORNER 5 4 0® �` 8 9 RIGHT-OF-WAY EASEMENT OVERHEAD UTILITY LINES - 4 � N b 0 N0. 5 RE -BR �;y, r! �® 9 A? I / \L j. 9 ® .A I Nle®W LANE I \ G9'�\'\ e O \\ a C` 7s NO 4 RE -BAR � �. OVERHEAD UTILITY LINES \ 7s NO5 RBED E -BAR 41 DIY, Fo r, 00 o Qc 20 (L) � {''' ` H1`� m Cr " LOT 1 v \ YPC STERLING SUBDIVISION \ l �f GAS PIPE \` I �2 J� k R ' GAS PIPE \ / J cb GRAVEL DRIVE le co F G [..,.F `\\ --IGO YEAR F1000 PLAIN \ FI Q !Y Y \GAS FLAG `Q\ / -.��- ENTRY 2376 \ T 1)p 0> N D ' AREA OF ,.ONFLICT Glp \ - SEE NOTE L� l P O N D /F ,\\ D I VERSION BOX ,HELD _i \ i s N 15'45 00'E 15.92 24303 y �a i PATIO °� �� \ \ N 10'39 00'E 21 .91 : •F WALL \\`, .o ' Y'\ Z s vD HOUSE eM1• C t , \' y ICjI q y Fs 'Q, TREES / \ IMPROVEMENT SURVlEY GRAVEL DRIVE LEGAL DESCRIPTION Neel GARAG \ POND \ / A TRACT OF LAND SITUATED IN LOTS 6 AND 7, SECTION 8, TOWNSHIP 9 SOUTH RANGE 85 \ �, WEST OF THE SIXTH PRINCIPAL MERIDIAN, DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT IN THE CENTER LINE OF A 20 FOOT WIDE ROAD EASEMENT WHENCE THE WITNESS CORNER FOR THE NE CORNER OF SAID SECTION 8, (A 1913 BRASS CAP MONUMENT) BEARS N 4724'40- E. 2362.01 FEET: CONC. ETHENCE S. ASEMENT, 06'19'20- E. 96.26 FEET ALONG THE CENTER LINE OF A 20 FOOT ROAD PAD THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (RADIUS 220.20 FEET ARC 135.50 FEET) )FTHE CHORD OOT ROAD EASEMENT. WHICH BEARS S. 10'44' W. 133.40 FEET ALONG THE CENTER LINE OFA 20 \ S�,Yp THENCE S. 28722' W. 99 55 FEET ALONG THE CENTER LINE OF A 20 FOOT ROAD EASEMENT- \\ THENCE S. 2822 W 258 20 FEET ALONG THE SOUTHEASTERLY EDGE OF A 30.00 FOOT \ ROAD EASEMENT: THENCE N. 54.51' W 335 20 FEET ALONG THE SOUTHWESTERLY EDGE OF A 30.00 ROAD EASEMENT: u THENCE N. 59'43- W. 324.48 FEET ALONG THE SOUTHWESTERLY EDGE OF A 30.00 FOOT o ROAD EASEMENT: THENCE S. 29.46' W. 164.94 FEET TO THE CENTER LINE OF THE ROARING FORK RIVER. o o \ T1 IRRIGATION THENCE S. 42'38' E. 434.02 FEET ALONG THE CENTER LINE OF THE ROARING FORK RIVER: 'O THENCE S. 28'42' E. 298.73 FEET ALONG THE CENTER LINE OF THE ROARING FORK RIVER: o \ THENCE S. 18'09 E. 230.50 FEET ALONG THE CENTER LINE OF THE ROARING FORK RIVER: �� \ THENCE S. 5726' E. 141 64 FFFT ALONG THE CENTER LINE OF THE ROARING FORK RIVER: R` THENCE S. 86'24' E. 417.56 FEET ALONG THE CENTER LINE OF THE ROARING FORK RIVER:— THENCE N. 00'38' W. 466.25 FEET: THENCE.N. 1.0'39' E. 21:91 .FEET: \' U THENCE N. 1545' E. 15.92 FEET: 0 THENCE N. 00'17' W. 534.28 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE .o DENVER AND RIO GRANDE RAILROAD. \\_ THENCE N. 47'03' W. 298.33 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE RAILROAD, TO IHt POINT OF BEGINNING. 100 YEAR FLOOD PLAIN TOGETHER WITH AN EASEMENT FOR RIGHT OF WAY BEING 15 FEET ON BOTH SIDES OF \\ / THE FOLLOWING DESCRIBED LINE: \ J� SHED BEGINNING AT A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE D&RGW v RR AND BEING IN THE CENTER LINE OF A 20.00 FOOT ROAD EASEMENT WHENCE THE - WITNESS CORNER TO THE NORTHEAST CORNER OF SECTION 8, TOWNSHIP 9 SOUTH \ RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN (A 1913 BRASS CAP) BEARS \ N, 47'24'40- E. 2362.01 FEET: THENCE N. 21'01'20' E. 107.81 FEET TO THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THE \ DtSRGW RR: THENCE N. 33'26'10' E. 49.60 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE COUNTY ROAD. S COUNTY OF PITKIN, STATE OF COLORADO. 'S2 �5 \ CONTAINING: 661,639 S0. FT •/- ( 15.189 ACRES) '\ F"ftwaft 10001, CERTIFICATION THE UNDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS FIELD SURVEYED DURING — L - t 2002 AND IS ACCURATE BASED ON THE FIELD EVIDENCE AS SHOWN, AND CHAT THERE ARE NO DISCREPANCIES OF RECORD BOUNDARY LINE CONFLICTS, ENCROACHMENTS, EASEMENTS OR RIGHTS OF )MAY IN FIELD EVIDENCE OR KNOWN TO ME, EXCEPT AS HEREON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND APPURTENANCES AND DOCUMENTS OF RECORD NOT SUPPLIED TO THE SURVEYOR ARE EXCEPTED. THIS SURVEY IS VOID UNLESS WET STAMPED WITH THE SEAL OF THE SURVEYOR BELOW. DATE ?. ` _ I JOHN . HOWO TH P.L.S. 25947 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ON THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION :.1 BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN i. YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE :CERTIFICATION 15 VOID IF NOT WET STAMPED WITH THE SEAL OF TK '.SURVEYOR. :I WALTHEN DITCH CAP z_ < J � z o z w wIn� w � w z 0 L 24303 Ln N t0 to v 3 0 O m M O O .A SPIKE2376 140' W.C. OLD POST PREPARED BY t0 ASPEN SURVEY ENGINEER;;, INC. 210 SOUTH GALENA STREE-• ASPEN, COLORADO 81611 PHONE/FAX (970) 925-3816 DATE JOB 7/02 0270 / J E=