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HomeMy WebLinkAbout321 Fawn Dr - 239122302002 - 0499IS - 2246-02ISEAGLE CUNTY DEPARTMENT OF ENVIRI �TAL must be osted on location oy B&kl 6th & Broadway Permit must be p call .f.or final inspection before Eagle, Colorado 81631 �-�u.g any part of installed system -= (this does not constitute �11 or 927-3823 PERMIT Na 499 a building or use permit) jwner System Location Lot 14, Red Table Acres -Filing ��2 Licensed��� Installer: * Conditional Construction approval is hereby granted fora 1,0�0— gallon x_ Septic Tank or _ Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate —1 - inches in 20 -- minutes 60_— sq• ft. 200 sq. ft. absorption area per bedroom # of bedrooms =X= sq• ft. minimum requirement IMM REQUIREMENTS• 1,000 gallon septic tank with minimum 600 sq. ft. May we Bugg#J drain field May 6, 1981 Inspector Erik Edeen Date ------ FINAL APPROVAL OF SYSTEM: ompliance with the Sewage Disposal Laws until the assembled system No system shall be deemed to be in c is approved prior to covering any part. / ade or aerated access ports above grads-�% �% Septic Tank cleanout to within 12" of final gr G / Proper materials and assembly. Adequate absorption (or dispersal) are t� r% Adequate compliance with permit requirements. Q ATOP Adequate compliance with County and State regulations/requirements. Inspector Date __?Aen��RIETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE r�fY *CONDITIONS: with all requirements of the County Individual Sewage Disposal 1973egulations, 1. All installation must comply a firemen s of he 1973 amended 25-1-614, adopted pursuant to authority grantedroved b the building is valid only for connection to structures which havefull structures not pP County Zoning an 2. This permit dwelling building requirements. Connection to or use with any office shall automatically be a violation of a requirement of the permit and cause for both and Zoning legal action and revocation of the permit. requires any person who constructs, alters, i on from het vide orsspec specifications disposal con 3.28 3. Section III, and material an or system in a manner which involves a knowing system ;n the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in J gel J, ^. r•. ;i!'i.(.'j !.,(Ylr,!I .il lil i),I i)_i.1. ���"! L i/•+ti!`u7 11lol w : Addt-eY ;,• • cif App7 Cont-ract Phone Address: Phone. Address: IS PE C_,IT FOR: Ili st:allat:ioil. () Ali_eration () Repair Ifu+_`1'10" OF P` �"Y)OST, D I '�GI.T_;IT�': County ..` -- C .- Lot Size City or To; - (if 1:Yitll-in City or Tcrm Lunits) — J ir�r,c'rr,•rt-,•--„�-r,•,-r L�.t) � � /i"i� ��( F�6�—�({I� I I.1___. Z^mm--S TYPE: ()-*Igelling \� O CGmlercial or- Institutional O transient Use () }\on-danestic Wastes () Other Tc Sys"J "• M jc,; �7 Fy' . ?_ 000 (AT 7 OBIS Ply J),4Y OR Ll? — BUILDING OR SER�'IC<v Z 1TE • c , —=Nt rrib eT- of I crs Ol is itlu;rber_ of Bedrooms ( bade Grinder C uto:rati . V,7asher. ( sT-Evasher SOURCE A� \7D TS-'Pl- OF T ,, a_>✓R _SUPPLY: s✓✓' � � Spring O Stream or Creek Give depth of all G•rells within 180 feet of system: If supplied by co_ ; ,Lenity water, give name of supplier: GRO rVD CO\DITIO.S Percent Ground Slope: Depth to bedrock: — — Depth to Ground T.1 a -er Table: Jatbl 5017., PEI'.COi:NTIO\ TEST RESULTS: Minutes per T 1 %0 00 r� (6 5 inch :gin Hole Igo . }.`l�.T•11,1 t'nC� J'Gr a_iL.::il .iAi Tr..�E:.. i\�Ci, L 9'(�' :i'•�'PE •�;Gi� llISPO r"iL ,l:' � ,.v� Or IVID�?:`:L SE c S STi C i PPP OSEED : ( Septic `lank () Aeration 1'7_ant: ---- • () Chemical Toilet () C�1-eyCaatcr () �'�lu1t Privy () Ccx:Tpn�,Lin- Toilet' () J'ecyc7_i.np;, potable use () OLher () Pit l �.-i�,�, () IncineraLi_on Toilet ( ) I.ecycli.11(c., other use •• - \UC ION)i�"li1C"f'II�C, \,d l ! 8 : 00 /!! 1 AN1) f; : i(1 /\' ''+1'}' : )V 1} l'.l J 1 t ! (• 1.11,J71()tI.l. J.'iitr�l, A Y t � .! $ ��• + } Ti qoy I �r fee o� ROUTE FORM NA Art )ATE REFERRED S� % APPLICATION NO. LOCATION l/ 'lease review the attached application and return it and this completed form :o the Environmental Health Office.. ??, NIN( ComD1ieS with: Yes -.No Reviewed By Subdivision Regulations) I' Zo in- Regulations r GC'COT %.3 Recommend Approval l/ ,omments: 311TILDING Set Backs L� Site Other Recommend Approval 'omments:. (rgrot a necessary). ryI r!i rDvJ m�i.�2Q le"� g Recommend Approval ,or,�ments : e, iEz-t- i` e e J . PERCOLATIOld TEST FEE: $50 2z Cr_ /rL f'-Pa"G _7zaY— t er a air /046"g Application ' No. Permit No. Ow-ne rf-y- Legal Description: Ise Aclr__" Typo of Dwelling: No. of Bedrooms: 13 Date of Test : Diameter: i Location of Test Holes. -- Test Holes Presoaked: Yes Depth of .Holes :©�. J Type of -Soil: A�a"'4-cd An a — -60 Ac-, No: TIME WATER DEPTH INCHES OF FALL RATE 1 2 3 1 2 3, 1 2 3 1 2 3 113 / 02. 3�. �aT� V �Z /lQ / IJ /q � � l! / zo /O I o ' Li a , fZ `S 'r G _ a 1211 /�P '� % 4o � a oLa_., S7_ 62-0 .1ERCOLA`1rION RATE: o20 MPI APPROVED: DISAPPROVED: DATE: ENVIRONMENTAL HEALTH OFFICE Ry41�(, 0 COLORADO DEPARTMENT OF HEALTH ACCOMMODATIONS INSPECTION REPORT Name K��'L� /7�Y(yG��te�j Co. -ocation (,I ";� z I ::�z., 4_0 Acct. No. Category No. �" Zip ]wner Z4It/A Address AS:,)k 1917 J P-/Zip Jperator Address Zip Jnits Capacity male Females� Juv. dater, Source -Type Sewage, Type-Method5�:n`< G Food Source Swimming Pool _ ZS (� �7 i-0 j Z 1 75-6,7 an inspection of the above noted facility! on this date reveals the violations and deficiencies Listed below which you are hereby ordered to correct:, 1-7 _ 0-7 �Z4� 74p-- / , )ate Received By Inspected By Score ?$ :57 (5-75-10) Page Two The water supply to this residence is from: T( e FLed (Kto i 9 e-r ({ee&5 community water system. The, water system is inspected on a regular basis by the Colorado Department of Health and complies with c rrent drinking water standards. 49 5 l-�j a Z ,ov l A r i a e wed. �.......,.,�..,�k,..�,..�..r_�� �. �,.,�.,�.�.u�,�.-.�..�„��_�R �-.�_., _..,,._ ...._.F. p An inspection of t!11 """ urce rev aled that it a proper constr ed a d located he wat�was__ e a forwarde t a State Ce if Laborato for bacteri to ical analysi report of th' test is enclo or will.be sent to you when the resu are availa e. If you have any further questions concerning this inspection, please call or write Respectfully Submitted, Environmental Health Officer Department of Community Development /c b ENC: xc: Files � qti TELEPHON9 303/328-7311 Board of County Commissioners Ext 241 Assessor Ext 202 Clerk and Recorder Ext 217 Sheriff Eagle: Ext 211 Basalt: 927-3244 Gilman: 827-5751 Treasurer Ext 201 Administration Ext 241 Animal Shelter 949-4292 Building Inspection Ext 226 or 229 Community Development Ext 226 or 229 County Attorney Ext 263 Engineer Ext 236 Environmental Health Ext 238 EAGLE COUNTY Eagle, Colorado 81631 October 5, 1983 TO WHOM IT MAY CONCERN: 0321 Fawn Drive - E1 Jebel Re: Loan Inspection - Lot 14 - Red Table Acres Water & Sewer All water and sewage disposal system loan inspections are done under the authority of the Eagle County Building Regulations, Section 9 - Subparagraph 3A, adopted by the Eagle County Board of Commissioners, September 20, 1982. An on -site inspection of the above referenced property on October 4, 1983 revealed that the system is functioning properly with no apparent problems. The original individual sewage disposal system permit # 499 was approved in June of 1981 in accoradance with appli- cable County and State regulations concerning such installations. This department recommends that the tank be pumped after the first two years of use, then every three to four years thereafter. A copy of the latest water inspection of Red Tables and .an invoice for $25.00 (fee for loan inspections) have been mailed under separate cover. If you have any further questions concerning this matter, please contact our office. Sincerely, Extension Agent Ext 247 Library Erik W. Edeen Ext255 Environmental Health Officer EAGLE COUNTY Public Health Eagle: Ext 252 Vail: 476-5844 Personnel EWE/l f Ext 241 Purchasing xc: Darcy Bradley Ext 245 Road and Bridge Ext 257 Social Services 328-6328 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 August 21, 1987 Thatcher Mortage Company Box E-3 Aspen; CO 81612 RE: Sewage disposal inspections for property located at Lot 14, Filing #2, Red Table Acres Dear Sir: All loan inspections are completed under the authority of the Eagle County Building Resolution, `Section 3.09.03, A (7), adopted by the Eagle County. Commissioners on October 8, 1985. On August 12, 1987, this department conducted a site inspection of the .above referenced property. The inspection was requested by Jane Bleck for the purpose of evaluating the existing condition of the on -site waste- water disposal. A'review of the County records indicates that the sewage.disposal. system was permitted under Permit Number 499, inspected and approved in accordance with County Individual Sewage Disposal Regulations. A visual inspection of the ground surface indicated that the sewage disposal system was apparently functioning satisfactorily at the time of inspection. The water supply to this residence is from the Red Table Acres community water system. The Red Table Acres system is inspected on a regular basis by the Colorado Department of Health and complies with current drinking water standards. Payment of $125.00 is to be made to Eagle County at closing. If you have any further questions concerning this inspection, please call or write. Respectfully Submitted, Sidney N. Fox, Environmental Health Officer Department of Community Development SF/jb xc: Mason & Morse files Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 WATER SUPPLY SYSTEM REVIEW NOT KNOWN PUBLIC WATER SUPPLY TAP (Name)_ ":A-blo- Ace �� APPROVED WELL CONSTRUCTION AND LOCATION y r 5 UNAPPROVED WELL CONSTRUCTION OR LOCATION BECAUSE STANDARD BACTERIOLOGICAL TEST ENCLOSED ACCEPTABLE NOT ACCEPTABLE RESULT INCONCLUSIVE REASON DATE 6?- / Z -8 7 RESPECTFULLY SUBMITTED, G�-� '7'1. Environmental Health Officer �• r; .ems ''ram_,=_- u Post -it`" Fax Note 7671 Date �(�/Z !our 00, pages To Chris a From F-dWCe Co./Dept. CO Cg „ one # (} 2-1 3-7 ` O to e # LFax EFax #�0 32$_O Ras— �7o I x :s ,{^ INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2246-02 BUILDING PERMIT NO. 14879 OWNER: CHRISTOPHER J.14ALSEY PHONE: 970-963-2208 MAILING ADDRESS: 321 FAWN DRIVE CARBONDALE CO 81623 APPLICANT: SAME PHONE: SYSTEM LOCATION: 321 FAWN DRIVE, CARBONDALE CO TAX PARCEL NO. 2391-223-02-002 LICENSED INSTALLER: ZAMORA EXCAVATING, JOE ZAMORA LICENSE NO. 19-02 PHONE: 970-963-1399 DESIGN ENGINEER: MCLAUGHLIN WATER ENGINEERS LTD., DEAN DEROSIER PHONE NO. 970-925-1920 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1500 GALLON SEPTIC TANK 2697 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 87 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN AND REVISION LETTER DATED 11/1/02. SPECIAL INSTRUCTIONS: INSTALL EXACTLY AS DEPICTED IN THE ENGINEER'S DESIGN INCLUDING THE OVER EX- CAVATION AND PLACEMENT OF 6 INCHES OF SAND ON THE BOTTOM OF EACH TRENCH. THE FIRST ROW OF INFIL- TRATORS WILL HAVE A FOUR INCH PERFORATED PVC PIPE HANGING FROM THE TOP OF THE CHAMBER RUN FOR THE LENGTH OF THE TRENCH. INSTALL A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS DO NOT INSTALL IN WET WEATHER, AND BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS CALL EAGLE COUNTY ENVI- RONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTIONS PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: MARCH 13, 2003 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 2697 SQUARE FEET (VIA 87 INFILTRATOR UNITS AS PER DESIGN ) INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS LOCATED 25 FEET FROM THE NORTH SIDE OF THE HOUSE. COMMENTS: ENGINEER'S CERTIFICATION AND AS -BUILT DRAWING RECEIVED ON OCTOBER 6 2003. THE OWNER IS TO BE AWARE THAT THE EFFLUENT FILTER INSTALLED IN THE SEPTIC TANK WILL REQUIRE CLEANING INTO THE FIRST COMPARTMENT OF THE TANK AS NEEDED. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A FOUR BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BF,FO.RFrFIiV h APPROVAL QFJ%Y5TEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS ^.....- _ COMPLETED. _ ENVIRONMENTAL HEALTH APPROVAL.-V ' ATE: OCTOBER 21, 2003 4 (Site Plan MUST be attached) 4 ' ISDS Permit #% �O --D APPLICATION FOR INDIVIDUAL SEWAGIP DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER:�-. w! �p PHONE' (`i Via) L3 -� MAILING ADDRESS: ?2/ , d ve APPLICANT/CONTACT PERSON: �c�� ���-�„rP PHONE: MAILING ADDRESS: /B / P -,}.; LICENSED ISDS CONTRACTOR: 3r ' Ve-r PHONE: COMPANY/DBA:r, /�YGcs✓m. _ 1t: ADDRESS:S-V. PERMIT APPLICATION IS FOR: ( ) New Installation e"-'j Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # Legal Description: —(if known)) /� Subdivision: � %Nc �Tc, Filing: 2Block: Lot No. Tax Parcel Number: - 1 -1- 0 2 -O C 2 Lot Size:.S Street Address: 6o.x dw� le f 0 BUILDIN TYPE: (Check applicable category) ( Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (vf Public Name of supplier: ;Ze-,A &,4K ACr *These systems requ SIGNATURE: { ,� Number of Bedrooms Number of Bedrooms Type ered Professional Engineer Date: TO BE COMPLETED BY THE'COUNTY V AMOUNT PAID: _?1fi RECEIPT #:�DATE: d �' CHECK #: /�.5� CASHIER:L/kf / ISDS PERMIT #,sz ©� PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATER -PHSYSICAL ADDRESS: 041 Paw,-, ryQ- ,ReA l aQe c✓es - LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: -<f� NUMBER OF BEDRnnNre- es«, v TEST HOLES PRE-SOAKED: YES NO M WE - le (ask.- SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE nY awl= mmmmmmmmim mmmmmmmmm mmmmmmmmim mmmmmommm mmmmmmmmmm mmmmmm mm mmmmmm m mmmmmm m 0 IIm-b IU UKUN LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: JY;k 6 a� e h l4Gv o� hL,11 va4 e ev gi�VIRONMENAL-REAE4H SPECIALIST ATE y. DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com October 21, 2003 Christopher Halsey 321 Fawn Drive Carbondale, CO 81623 f.r-A\GLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2246-02, Tax Parcel #2391-223-02-002. Property location: 321 Fawn Drive, Carbondale, CO. Dear Mr. Halsey: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, A 1. kl Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, October 2003 Chrono file OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 MWEMCLAUGHLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@ro£net MEMORANDUM RECEIVED Date: January 13, 2003 FEB 0 3 2003 To: Eagle County Environmental Health; ENVIRONMENTAL From: Dean Derosier McLaughlin Water Engineers, Ltd. HEALTH DEPARTMENT RE: Halsey Residence - Septic System Design Notes - Lot 14 Red Table Acres Subdivision: 321 Fawn Court ADDITIONAL INFORMATION PER Eagle County's REQUEST of 119103 1. Additional Stamped and Signed Drawing. 2. Additional Stamped and Signed Design Memo with Percolation Tests. 3. The Excavator is still to be Joe Zamora Excavating. Zamoara was a certified ISDS installer for Eagle County in 2002. Have you sent out your 2003 renewal letter yet, so he can be certified for 2003? 4. Mr. Halsey would like to get the permit issued this winter so that he can install the system as soon as the weather and Eagle County allow it to be installed. He hopes that it is possible to approve the permit now, without a certified installer listed, so he can make arrangements for it's installation, and get financing for construction. PVeal otE y questions gdd\Halseyl\ RECEIVED FLB 0 3 2003 ENVIRONMENTAL HEALTH DEPARTMENT DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Raymond P. Merry, REHS Director DATE: March 12, 2003 TO: Zamora Excavating FROM: Eagle County Department of Environmental Health RE: Individual Sewage Disposal System Permit #2246-02 . Tax Parcel #2111-201-01-015, Lot 914, filing 2, Red Table Acres Subdivision Property Location: 0321 Fawn •Drive, ' Carbondale, CO. Halsey residence. Enclosed is your ISDS Permit #2246-02, and a copy:of the engineer's design for this system. The permit.is,.valid;for 120 days or for the duration of youurcurrent-building permit .for -this property. The enclosed copy of the permit must be posted at the -installation site. Any changes in plans or specifications invalidates the permit unless otherwise ;approved. Please note an --specuil-Tequirements that may have been added to the design by this Department. LL Systems designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling,, Please call well in advance for your final.inspection..• Your TCO will not be issued 7uriti °our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 2246-02 McLaughlin water engineers, ltd., Dean Derosier Chrono file March 2003 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 rlay 1 U Ud U 1: Ubp MOLHUUHL 1 IY K I NOUN Lta U lU-U?b- 1 U l4 :-.-,:EZLaugh1in Rinc o-n gAgfl9grpr�hg dOslr�n CO�GNIIIn� McLAUGHUN RTNCON Ltd. I I I P AA13C ASPEN, COLOR.ADO 81611 970-925-1920 970-925-1974 fax mweasnan@)rof net MEMOUM Date, May 16, 2003 To, Joe Zamora From., Dean Derosier -- McLaughlin Rincon Ltd. RE., Halsey Residence - Septic System Replacement "INSTALLATION CORRECTIONS" - Lot 14 Red Table Acres, 321 Fawn Drive Carbondale. Joe, This memorandum is written to inform you that the septic system at the Halsey Residence was not installed per my design nor the Eagle County Environmental Health Department (ECEH), Permit # 2246-02. The design and permit required that 6" of sand be place at the bottom of each row of infiltrators prior to the installation of the infiltrator Knit itself. The rows were also backfilled with out ECEH office inspections or approvals. Please refer to the permit which is attached and a copy of my design notes with the area stating this requirement highlighted. McLaughlin Rincon and the Eagle County Environmental Health Department will not certify or accept the system until the system is installed as required_ The first row is the only row that was properly installed with 6" of sand at the bottom. The remaining 7 rows were installed incorrectly and will be require to be installed per my design. You are requested to install the system per the design and permit by removing the backfill from each row of trenches, removing the infiltrators, installing 6" of sand as required, and reinstalling the infiltrators and backfill. Infiltrator units, piping, splash plates, and other appurtenances damaged during this process are to be replaced. Documentation of the designed system is to be performed by taking digital photographs of each row of infiltrators as follows 1. Each row after removal of the backfill, 2. After removal of the infiltrators and after placing the sand showing the sand depth (6), 3_ Prior to the infiltrators being reinstalled showing the entire trench with sand, and 4. The infiltrators after they are reinstalled prior to backfill. This will allow each row to be documented without MR or ECEH inspecting each row at each stage of the correction process. MR and ECEH will make periodic inspections to ensure proper placement of sand, infiltrators, piping, and backfill. The digital photos shall be provided to MR, Ltd. and ECEH for review prior to acceptance of the system. Please call if you have any questions. (Dean Eagle County Environmental Health; Ray Merry; Chris Halsey - Owner --11 1 r ---- —1 11 1 —1 - —I-- — ---1 r r. n u 1-11 —11 1 1 1— r1 1 nr, r—. ^5 if w .4 Nei a� �.:���..�oi %'. ::::: ::::...i.i': :::<.. ;r t: .4 b,••<?g; ;•:::a is :3 :: S:• R? .. .`•:1 r«??is i?;; ? ` Date: October 1. 2003 McLAUGHLIN RINCON Ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rof net To: EAGLE County Environmental Health, Ray Merry From: Dean Derosier; McLaughlin Water Engineers, Ltd. RE: HALSEY Septic System - Recommendation of Final Approval 321 FAWN COURT, Carbondale, Co. ECEH Permit # 2246-02 This Final approval letter is written for the septic system and the associated permit that serves the Halsey home at 321 Fawn Court in Missouri Heights. The system was designed in 2002 and installed in the summer of 2003 and placed into service in fall of 2003. MR, ECEH, and GDD inspected the installation of the system and found it was installed according to MR's design and ECEH requirements. This letter is to serve as the acceptance letter for MR and recommendation to Eagle County for final acceptance of the system. I have attached pictures of the installation by the contractor for your reference and information. I have also attached an asbuilt drawing of the system installation. To my knowledge the system was installed according to MR and ECEH standards and the system layout was installed per the attached asbuilt design drawing, which can be used as the asbuilt for system and permit. The system consists of 1- new 1,500 _-ggallon and 9 rows of infiltrator units in a serial distribution system with 87 total units. All trenches were installed using a infiltrator gravelless chamber system. All setback limitations were meet. Please call is you have any questions. G. Dean Derosier, P. E. McLAUGHLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rof.net MEMORANDUM Date: 10/16/02 BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P.E. RE: Halsey - RESIDENCE Septic System Replacement Property Address: 321 Fawn Dr -Missouri Heights Legal Description: Lot 14 Red Table Acres Property Owner: Chris Halsey 321 Fawn Dr Carbondale, Co 81623 Percolation Information: Hole Depth: 42" to 48" Ground Water @: 100'+ SandlGravel: No Depth to Water: 150' Presoak:Yes-10115102 Fluccutations: No Amt of Water: 5 gal Slope: 0% Bedrock @ : n1a Depth to Rock: unknown Type: Basalt volcanic Fractured:?? Percolation Tests: Date and Time:10116102 2:00 pm Hole # 1 2 3 Depth 42" 48" 42" Presoak No No No Remaining Time 10min 10min 10min Interval 2hr 2hr 2hr Length Percolation 35mpi 40mpi 35mpi Rate DESIGN PERCOLATION RATE: 35-40 MINUTES PER INCH - LTAR - 0.4G/sf Soil Profile il, 1.5 to 7' Basalt volcanic boulders, slightly silty sand mix, very hard, white to greyaLb��p®�® ®®� NAME: Gef erosier. �. COMPANY: MkL%u d V Effqineers. Ltd. SIGNATUFEw.� ADDRESS�� AABC Asp �a0. 81611 970-925-1920 McLAUGHLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rof.net MEMORANDUM Date: November 1, 2002 To: Eagle County Environmental Health; From: Dean Derosier - McLaughlin Water Engineers, Ltd. RE: Halsey Residence - Septic System Replacement Design Notes - Lot 14 Red Table Acres, 321 Fawn Drive Carbondale. The following are my design notes for the replacement of the Halsey Septic System. The site is a sloped area next to the home. The existing system is over 20 years old and has seen continual use, therefore we have decided to replace the entire system and abandon the existing system. This system will be similar in design as the Mishmash system designed on Milburn Ct. The existing tank is to be pumped and filled with dirt. The piping from the existing home will need to be replaced and rerouted to the new tank and system. - 4 - Bedrooms - Approx. 2,500 Square Feet of living area - 75 gallons per day per person - Per Rates - 35 to 40 MPI By GDD = Loading rate of .40 gals/sq ft. Soils are volcanic rock similar to the rock and soils found in Missouri Heights, and were only excavated to - 7' in depth. - Ground water 100'+\- feet from surface not encountered - Public water supply system. Flow = Q = 4 bed rooms x 2 peo/br x 75 gal/day/per x 1.75(max flow) = 1050 gallons per day. Tank sizing - 4 - Bed Rooms requires 1,500 gallons of septic tanks; Q X 1.25 Install 1 NEW -1,500 gallon double -chambered septic tank. Install tank to meet site contours and allow access for cleaning, next to the existing system. See tank notes below. This is a gravity feed system using infiltrators and serial distribution. Area of Septic field required = A Percolation Rate = 35 to 40 minute per inch = Loading Rate of .40 gals per square foot A=Q/LTAR 1050/.40 = 2626 square feet = 170 infiltrators Eagle County allowance = 50% for use of infiltrators 50% reduction for infiltrators = 1312.5 sq ft or 85 infiltrators. Increase system to 87 units to allow for even length trenches. Install 1 row of 7 units for 42 feet and install 8 rows of 10 units in a serial distributed trench system of 87 total infiltrators. Contour the trenches to fit site conditions and the topo of the site. Trenches are to be 6' apart. System size = 60' long X 54' wide. Minimum depth = 12"; maximum depth = 24" to top of infiltrator. Install vents on each row of trenches. Over excavate each row of infiltrators by 6". Replace 6" of overexcavation area with 6" of sand. Install sand level with bottom of the infiltrator trench. Tank and disposal field will be installed in the general area Northeast of the home in the open area. Tees will be installed on both the influent and effluent lines of the tank, set on the inside of the tank. Set top of line from tee within 1" of the roof of the tank and extend line downward 14" below centerline of tee. Maximum cover over access to tank shall be 6" and easily accessed for maintenance. Bedding under and within 6" of the tanks will be roadbase compacted to 95%. Installation of native fill or screened rock around the tanks outside the bedding zone is acceptable. Fill tank with water prior to backfill to check for leaks and leave water in tank for placing the system in service. Septic tank will be two -chambered tanks. Install an OSI 4" diameter Biotube, or equal, inside the new 1,500-gallon tank's effluent line. The housing is to be 36" high with a cartridge length of 28", using SDR 26 PVC piping. Piping from the home to the tanks will be 4" SDR 35 PVC laid at a minimum of 1%. Insulate lines with less than 42" of cover or in uninsulated crawl spaces. Minimum depth is 3.5' for all piping. Install cleanout between house and septic tank. Use standard 2" Blue Board insulation placed 6" above the pipe and laid on a flat bedding surface. Distribution line to the field from the tank and in the serial distribution system shall be 4" Sch 40 PVC piping. All pipe bedding to consist of a minimum of 2" under and 6" over the pipe of native soils with maximum sized material of 1 ". Hang a 4" SCH 40 perforated PVC inside the first- row of infiltrators only. Remove all burrs, excess material, and other debris from drilling the perforations in the pipe. The remaining 8 rows shall have serial distribution, but will not use a perforated pipe inside the infiltrators. Follow the manufacturers recommendations for installation of the serial distribution pipe in and out of each remaining rows of infiltrators, where the 4" solid Sch 40 PVC enters the row of infiltrators and stops at the first infiltrator. The serial distribution continues at the end of the row with solid 4" Sch 40 PVC to the next row. Trenches to be with in 2" of level across the entire length of each row. Each row may be stepped down to match contours and other site conditions. Install splash plates under the entry and exit piping at each end of each row of infiltrators. (Splash Plate -1' Wide and 18" Long) Adjustments to fit site contours and conditions may be made per approval of the engineer. The engineer shall finalize elevations of the tank and trenches in the field. Installation and operation shall be approved by the engineer prior to final acceptance. System must meet all PCEH and MWE standards. System must meet all Eagle County ISDS requirements and must be inspected by MWE and Eagle County prior to Final Approval. Owner is recommended to pump the septic tank at 2-year intervals. Landscaping and watering us on top of septic field shall be minimized or eliminated. a 0499 Lt 14, Red Table Acres, 2246-02 Tax #2391-223-02-002 JOB NAM[- 2, 0321 Fawn Drive, ; 1 Lot ill , Filing 2, HALSEY IAA r7rrRed Table Acres Q1-223_—n?—on9 i- n701 n--'-- "--. JOB NO. Yr1. ail OB LOCATION BILL TO DATE TA TED DATE COMPLETED DATE BILLED ?7R— 7/7I i r / f -eZ`hC' ne J q7 % i i (! G t�-� . /ti JOB COST SUMMARY U L 1r-wv',. . /� ,, TOTAL SELLING PRICE TOTAL MATERIAL //0 O A s- Q TOTAL .LABOR INSURANCE 6 e.6JZZ SALES TAX -2 J ��e 1-710 ZL MISc. 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K 3�"�b'o} (v �� �►,;�i-�4 � ti�t� �� i -_N !f.' • r �r } s-, �� tt F + 1 do-.;. tT 4: 4..p :.^ • 4 Pilo 1.4 vj �� � * �'. a•?ecay.ti ._l. � rP-� `L 4'��rt ,�p` q �1d.. .�' "" '�°fit 1 h�dd . a Oi X r iP M3 ■ 5 e' 47 000 r r Q0 r 00 N N y.�. X O Q.. d" LL- N Q •r 4 I ) � O O" •r N �- W �CY) �� r r dpi I N X O O m r (� N N P: v S.. X S. 70 m¢ "C N a W U • N I N p a. > O C')'� rs3 I o N �J ^ SL � .J c CD I 3 Lf) -I� U r � N c I f 1 L. 11 N •r r r r I J o {(1 I sh Z p Z • W LLI CD W J LL. Q N J O J J 3 f i W ¢ h¢ W J U Q LLI Z U C z '-i 3 W rZ-I u- a O HNp0- A DATE 1 ' N6. - I REVISION I BY 30 Olp 45 5E;` SERT IC F EFLD j i il;ROW OF 7 INFILTRATORS AND S ROjJS !OF ]oil INFILTRATORS FOR 4 TOT�L OF 87 UN ITS, ; SER IAL D'ISTR BUTION) ro' BI TWF=F_ I ROWS, - 54 ' WIDE AND roO LONCx � IEI AND ;LA`rOIlT TO 15E F If= -LC VER IF IE�) 3Y THE E G INEER U�'ON IN51ALLAT ION OF THE ROU 5 DOWN 1-6 MA# - CONTOU S AND SITE CQNDITIONS. I SERIAL DSTR IBUT ION NSTALl- .4 E'ERFOFRA EI FVG INS CE FIRSTROW OF INF ILTRAT�-/RS ONLY, USq SOLID IF''C E3ETWEEN R ? W' RE" 1A IN 1%; S ROWS SHALL P� IRE IN' 514 6TE), HANJF i-EC01'''11 a-K ij= Ii= INC IN ,4 INF ILTRATOF {TH IS SH� T I i fi;llFOK,4TF_ .ED INSIDE. 1USE CTURERS , AT 101�5 FOR D OUT OF SEE DET4 IL I 20 0 20 40 1 inch = 20 feet INSTALL VENT AT THE END OF EACH ROW OF INFILTRATORS ,• 65 70 i o PROF ILE I' 41 1 F'ERC CIO I INSTALL NEW 1/500 G, 50=7IC TANK, IE 70 E DETERMINED IN TI'E f THE ENCz INEER BA&EI FINAL HOME 1E ELEV�T Ic INSTALL OS I OR EPU,� 810TU5E IN EFFLUENT SEFT IC TANK S� 90 m I, V I X�9 / :LD BY Ufi=ON -2E'--� IRE HYDRANT ADDITION 1=UBL IC WATER SYSTEM EXISTING AND FUTURE GROUND BACKFILL - 3'MINUS MAX. 2 STORY ( 1 , HOUSE 1 \ r i i S❑ILD 4' SCH 40 PVC PIPING T❑ i I FIRST ROW OF INFILTRATOR TRENCHES AND BETWEEN EACH ROW OF TRENCHES, INSTALL 4' PERFORATED SCH 40 PVC INSIDE FIRST ROW OF INFILTRATORS ONLY STD. SERIAL DISTRIBUTION TO EACH OF THE 8 \ REMIANING ROWS OF THE TRENCH SYSTEM NOTES., 11 \ ,,w 1. SEE ATTACHED D13IGN TEMOS FOR MORE DETAIL ON SY,TEM IIESIGN, AND INSTALLATI❑N 2. SYSTEM MUST MELT EA E COUNTY REGULATIONS FOR IDS, S E LATEST VERSION OF REGULfIONS PRI❑R TO INSTALLATION 3. SYSTEM L❑CATIOP MAY E ADJUSTED TO MEET FIELD C❑NITION WITH ENGINEERS C�-IRIS 1—I�LSEY APPROVAL SITE - 321 FAWN DRIVE 4, EAGLE COUNTY AD MW LOT 14 RED T,45LE ARCES INSPECTI❑N REQUIRD PRI TO C,ARBONDALE, CO. 81623 FINAL ACCEPTANCE 1327=2205 5, CONTRACTOR TO ROVID ASBUILTS OF COMPLETED SYSTM TO NGINEER AND COUNTY 6, SURVEY BASE IN❑RMAT ON PR❑VIDED BY LINES IN SPACEURVE NG INFILTRATOR HEIGHT IS -12' BEDDING ZONE - FINE NATIVE MATERIAL NO LARGER THAN 1' IN DIAMETER WITHIN 6 ' OF INFILTRATOR vvv vv vvvv vvvv vv v vvv 'vv vvv vv VVI ' / vv 6' SAND OVEREXCAVATE 6' AND PLACEZ 6' OF SAND UNDER INFILTRAT❑RS LAY PERFORATED PIPE ON TOP OF SAND INFILTRATOR MOUND 6' OF TOP SOIL OVER EACH ROW OF INFILTRATORS KEEP TRENCHES AS SH❑LLOW AS POSSIBLE MINIMUM DEPTH 12' MAX DEPTH 24' TO TOP OF INFILTRATOR FROM EXISTING GRADE ADD FILL AS NEEDED TO OBTAIN A MIN OF 30. OF COVER OVER UNITS 1 ROW 42' LONG 7 UNITS, PLUS 8 -60 - FOOT INFILTRATOR TRENCHES - 10 UNITS IN EACH, 87 UNITS TOTAL TRENCHES, IE -TO BE FIELD DETERMEINED MINIMUM DEPTH IS 1-FOOT TO BOTTOM OF TRENCH, 6' APART MINIMUM IE TO BE FIELD DETERMINED BY ENGINEER INSTALL SPLASH PLATE 1' WIDE x 18' LONG AT PIPE ENTRY AND EXIT TO EACH INFILTRATOR ON TRENCH FLOOR TRENCH DETAIL - NTS 0 P'== CHRIS HALSEY •` ti,s� j •- FC L SEPTIC SYSTEM •V �v'v2 • s — �'' SITE PLAN U ^. DETAILS w V) w PROJECT NUMBER A S B U I L T 2003 500750 Alcot 2420 303.4 Street, Denver, CO 980211 PH. 303.458.5550; Fax 303.48D.9766 766 DESIGN: GDD c^ a ",,.,..,. email mwe®mwewater.com M DETAIL GDD CHECK: DATE: 10/2003 DRAWINGNUMBER S S - - o o + 30 40 INSTALL VENT AT THE END OF �' EAC:H ROW OF INFILTRATORS 50 60 INSTALL NEW 1,500 GALL.rN SEPTIC TANK, IE TO BE DETERM INED IN 7HE FIE BY S PT IC E LD 70 THE ENGINEER INFER BASED U ON 1 0W F i IN ILTR TOR F (N,4L I-IOMI= L VAT (ON �4 D S ; OUJS OF 10 7E� INSTALL OS 1 OR EQUAL CONTR C;TORTO ,434N ON INF ILTR4TCRS FOR A TOT L � \ SO B IOTUBE IN EFFL,ENT O OLD SYSTEM, PUMP N � O 87 N R5. SER 1 L,4NK, SEPTS PT IC TANK REMOVE LID ,AND FILL WITH D ISTR IfEiUTIONJ roBETWEE ROWS,' WIDE ,AND SS DIRT, PLUCK ALL PIPING OT LONG ► 90 EX IST 1NC� F IELD IE ,AND LA*rO1 JT TO 15E F IELD R IF I 3Y THE ENGINEER I U ON I 61AL I AT 10 OF THE CONTRACTOR TO REP IPE S STD .:T1= RO S DON I EX IST INCH 6EWER FROM HOUSE � I T M,4 CI ! CC�NTOU S ,AND i �X IST INCH TO NEW TANK, INSTALL TEE FIELD ON LINE OUTSIDE TANK FOR S,(T� C ND IT IONS. _ SERIAL CSTR IBUT ION FUTURE ADDITION & �Vc: 6TAL PERFO ATED­—ADDITION INSIDE �IRST OW (�F EXITING AND FUTURE GROUND INF ILTR�4�RS ONLY, USA MOUND 6' OF TOP SOILOVER EACH ROW OF INFILTRATORS - OL ID fi \C:'ROW ETW N R S, IRE HYDRANT R MBA I (1`. SI-1 L fi USL IC WATER SYSTEM OT 1"tY T IERFO ATED BACKFILL — 3'FNUS MAX.I IPE I S1AL ED I SIDE USE ` STD. , NF: CTUR RS I 2 STORY OECOC) `'fMN AT IO S FOR I I-1 . , _ �,=IPIN +�- OUST , I EN ! OU I OF MATERIALNDELARGER THAN MINIMUM KEEP TRENCHES AS SHOLLOW AS POSSIBLE I MINIMUM DEPTH 12 i i' IN DIAETER WITHIN 6 ' OF MAX DEPTH 24' TO TOP OF INFILTRATOR FROM EXISTING GRADE INF ILT r4TC S. SE� DETAIL INFILTRAOR ADD FILL AS NEEDED TO OBTAIN A MIN • ���---' I OF 30 OF COVER OVER UNITS �I HIS S EE. SOILD 4' SCH 40 PVC PIPING TO p p p p p f I_ FIRST ROW OF INFILTRATOR TRENCHES 'V V V V p p p I O PRO ILE HO AND BETWEEN EACH ROW OF TRENCHES, INSTALL p p � p p p 1 ROW 42' LONG 7 UNITS, PLUS 4' PERFORATED SCH 40 PVC INSIDE FIRST ROW OF INFILTRATORS ONLY V V V V V 8 -60 - FOOT INFILTRATOR STD. SERIAL DISTRIBUTION TO EACH OF THE 8 V V V V TRENCHES - 10 UNITS IN EACH, 87 UNITS TOTAL REMIANING ROWS OF THE TRENCH SYSTEM V p V V TRENCHES. IE TO BE FIELD DETERMEINED PER HOLE p MINIMUM DEPTH IS 1-FOOT TO BOTTOM OF p TRENCH, 6' APART MINIMUM INFILTRATOR IE TO BE FIELD DETERMINED BY ENGINEER i f INFILTRATOR HEIGHT IS -12' 6' SAND OVEREXCAVATE 6' AND PLACE 6' OF SAND UNDER INFILTRATORS INSTALL SPLASH PLATE 1' WIDE x 18' LONG AT PIPE LAY PERFORATED PIPE ON TOP OF SAND ENTRY AND EXIT TO EACH INFILTRATOR ON TRENCH FLOOR NOTES: 1, SEE ATTACHED DSIGN M ❑S FOR TRENCH DETAI MORE DETAIL ON S TEM D IGN, L NTS AND INSTALLATI❑N j 2, SYSTEM MUST MET EAGL COUNTY REGULATI❑NS FOR IDS, SE LATEST VERSI❑N OF REGULITI❑NS P I❑R TO INSTALLATI❑N I 3. SYSTEM L❑CATI❑1 MAY B ADJUSTED TO MEET FIELD C❑MITI❑NS WITH ENGINEERS - CHRIS HALSEY APPROVAL SITE - 321 FAWN DRIVE 4, EAGLE COUNTY, AD MWE LOT 14 RED TABLE ,4RCI=S INSPECTI❑N REQUIRD PRI❑R TO 20 0 20 40 C4RBOND4LE, CO. 81623 FINAL ACCEPTANCE 927=220& ' 1 inch= 20 feet 5. CONTRACTOR TO R❑VIDE SBUILTS OF COMPLETED SYS=M TO E GINEER AND COUNTY j 6, SURVEY BASE INORMATIO14 PR❑VIDED BY LINES IN SPACEURVEYI . I I i i CHRIS HALSEY SEPTIC SYSTEM SITE PLAN 0 �.- AND _ W V Ld PROJECT '_NUMBER 00750 DETAILS L 5 2PH. kIcot303.4 Street. Denver, 8 80211 u _� PH. 303.458.5550; Fax 303.480.97B6 DESIGN: GOO sm:er:,rid. email mwe®mwewater.com N REV. DETAIL- GDD p DATE NO REVISION BY - CHECK: DATE: 1 1 /2002 DRAWING C NUMBER S S