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HomeMy WebLinkAbout150 Five Ten Dr - 247902300016Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE. COUNTY Pro'ect Address 001257 TAYLOR GULCH Owner Information Daniel Barron Address PO BOX 1259 EDWARDS CO 81632- Engineer(s) Phone LKP Engineering, Inc (970)926-9088 Contractor(s) License Number Phone Primary Contractor QUINTANA CONSTRUCTION 98" V 5--C? (970)904-2478 Yes Parcel No. 247902300016 Phone: (970)926-6636 Cell: Inspections:_ For Inspections call (970) 328-8755 Inspection IVR Permitted Construction / Details: SYSTEM PERMITTED TO INSTALL A 1000 GALLON 2 COMPARTMENT TANK, 938 SQ FEET ABSORPTION CREDIT, USING 47 Q-4 INFILTRATORS IN TWO SHALLOW, SERIALLY CONNECTED TRENCHES. SPECIAL INSTRUCTIONS INSTALL THE REDESIGNED SYSTEM PER THE LKP ENGINEER DESIGN SIGNED, STAMPED, AND DATED 6/17/09, PROJECT #07102 BE SURE TO USE BOTH "A" HOLES FOR THE PIPING INTO AND OUT OF THE FRALO TANK KEEP LEACHFIELD 100 FEET MINIMUM FROM PROPOSED WELL SITE OR ANY EXISTING WELLS & KEEP THE TANK 50 FEET MINIMUM FROM WELLS. CALL THE DESIGN ENGINEER FOR AN INSPECTION BEFORE COVERING ANY PORTION OF THE SEPTIC SYSTEM CONDITIONS: Office Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3. 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 PERMI;rAND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4,03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Terri Vroman June 17, 2009 Issued by: Environmental Health Department, Eagle County, CO Date Department of Environmental Health Eagle (970) 328-8755 Fax: (970) 328-8788 El 3ebel (970) 704-2700 TOLL FREE: 800-225-6136 EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDS Permit # 009-0 7- Building Permit # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $350.00 This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $55.00. The pre -construction site visit fee is $85.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: �a��el ���F�c�� Phone: ���r �� ��3�' Mailing Address: oe' Applicant/Contact Person: Phone: �0 —� a6- 663 Licensed Systems Contractor: I �.. Co�,.��� f-ioL4License # - d 7 H,I� Cv�N ymH drjwdP -,S Company/DBA: S t &-- COV ti C ,.., u N Phone: Mailing Address: Permit Application is for: K New Installation r Alteration r Repair Location of Proposed Individual Sewage Disposal System: Legal Description: a,vi ; L b d e �� s ms A - Tax Parcel Number: �(�9�? �� �(�� Lot Size: �2 ae res Assessor's Link: www.eaalecounty.us[patie/ Physical Address: Building Type:K Residential/Single Family Number of Bedrooms: r Residential/Multi Family Number of Bedrooms: r Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: KPrivate Well r Spring r Surface If Public Name of/gUpplier : Applicant Signature : r Public Office Use Only t Amount Paid: 3Jrpo0 Receipt#: 13�11 Check#: 110 Date: 2 b July 23, 2008 11 Randy Quintana Quintana Construction PO Box 206 Minturn, CO 81645 RE: Issuance of Individual Sewage Disposal System (ISDS) Permit #2638-07, Tax Parcel #247902300016; Property Location: Mine, USMS: 3777: PCL MIAMI PERCENT:O Dear Randy, Please find enclosed ISDS permit, number #2638-07 to conduct the construction exactly as indicated on the permit. It remains valid for 120 days or for the duration of a current building permit. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications must be pre -approved by this department. Also enclosed is a final inspection completeness check list to assist you in making sure all of the detailed points of an inspection have been properly addressed before calling for your final inspection. It is important to pay close attention to the special conditions which may have been included to address site specific issues. All components of the system must be exposed for our inspection. Projects that require multiple inspections will be assessed a re -inspection fee of $55.00 payable before or at the time of inspection. It is extremely important to remember to rake all infiltrative surfaces and avoid installing systems in wet or frozen ground. Please keep this office informed regarding the progress of your installation so we can provide responsive customer service when scheduling your final inspection. The Temporary Occupancy Permit (TCO) associated with the building permit cannot be issued without the septic system being finally inspected. If you have any questions, please feel free to contact us at (970) 328-8755. Sincerely, Terri Vroman, Administrative Technician IV cc: electronic permit folder electronic chronological file hard copy permit file Enclosures: ISDS Permit #2638-07 Final Inspection Completeness Checklist t civiLiGT,Q'1'Iscii d cm, Daniel Harron 1 ;--Inspection of Septic System Installation 13.0. Box 1259 Barron Residence Edwards, CO 81632- Miami Load clataball tl7 .u:jh.es.ta.et 1257T.a-,4or Gulch counsefinan6Q.go'.coin 1 aole County. Colorado Project No. 07102- ISDS Permit €an -2 8-07 Dear Dan] el At the request of Brian 4an C ounselman and Randy QU ntarta, can .l Line 25, 2009. we visited the; construction site for the Barron Residence, \Miami Load, 1257 Tay-lcar Gulch, Eagle Cot111ty; Colorado. The purpose of our site visit was to inspect the installation of the sciatic system. They installed. the system fo.tr a three -bedroom residence in overall compliance with the septic systern design, Drawing :etc'. 0710nSI?.f3WG dated Jta.ae 17, 2009, 41nt1 as shown on the attached as -built sketch. "l'heyY installed a l 000-gallon, two compartments, `'pralo" plastic sepiic tank. One cleanout. was constructed between the septic tank and the building. `l`he cl:eanoul was can the north side cif the building under of struction. Forty-seven., rt-y-seven, - , Standard Infiltrator Chambers w re installed in. two trenches. 1"here were twenty :Five infiltrators in the first trench and twenty two infiltrators in the second. "["here was a in initam1n, Of 1.0 feet separation between the trenches. In the first and last infiltrator of each trench._ in,,q? action ports were installed. The trenches were less than ` 6 inches deep. .IIhers it, both compartments were at least 14-niches long. It' y-C7L1 have any questions - please do not hesitate to call.. Sincerely, LKP Engineering, Inc, jo/n, L iza Petrovs a, PE Enclosure r D ft73 i i{� tot 41C1 cc: ]style C ount l zlvirt�nniental Health Depat-tin;nt. e-mail: �6 e]Ti�rcata3an'cr �;a��lec()ct ty us1-1 J:�_W"1112-1,KP 2_()0 `:071620SCQ.,,vpd T7 r) T2nv lk 7 Prhi,a,�rlc 0C) Rlf;,') r_1 fo-wf o")f. %oQ52 IT.- inn1 ono- 111wo n n 1:)--')Qz'7 T:.A... —Ar On Q 1 r-21) ro-7m o),< OnQQ Tvl roam 014 onQo -Q-- o .,,,,;i. ro* k.:orae,tat_- 3 i $ g - Yrr" nHILL Z i i . RECOR7P kr.cpi r n,u V., ,JAN 30 2 18 'gF Tills Made• thr, 1Oth day of January 19 86 bcmeen it Jac,, and Wauneta Berga Dsto: ►� 1 is v r: C:5'.mt!► BL"Lu Doo. Poo i� ii tit ncc city and c,nrut) of Eagle and St;tie tit Colorado. ofthe first part, and Marc A. Churchill i 1000 Sth. Frontage Road Vafl; CO 81657 i, itho,e Iccal ;r,ldtc„ t'. 3000 Sth. Frontage Road �I Vail, CO 21657 'I 1 of If.,: c ,+tnu% of Eagle and $tatr: of Colorado. of the %ccond part, t� j. 1\ I I \f SSf i f l I ft.:' Ow ,.ud port i es of the first part. tin and in considcranon of the sure of ten dollars & other good 8 valuable considerations Ihdi:u,. ;i r, the ,;,rl parties it the fast part to h-ind nail by the ,;ud party of the second part. Ihe. receipt '. "hereof i,',crrh% conic%% ;utd acknoMedged, have reprised, released, sold, conveyed and Quit -Claimed, !' anti In rh,.c ;it z sent, ,in rcnu,e, wil, conocr and Qurl-C'lairn unit, thcsaid part y of the ,econtt par t hi 5 tic,,, and :r,s+gn, t,uevrr. "If the right. title. interest. clatru and demand which rdthtL•r,',p.rrthave it and tnthcfutlmAingde,ettictfi-)iOKMRCH.01- LAM) :. IhrnF an.t hang r» rht• - Cout- of Eagle and it, mil A portion of the Miami Lode. U.S.M.S. No, 3777, situate in the Mitchell Mining District of Eagle County, containing two acresi more or less, contained within the following described bound: %g inning at Co-. ,to. 'I of U:S.M.S. No. 3777, thence 390481E. 21v'TEct to Cor. Nlo, 2; thence or, line 2-3, N80012'E, 438 feet; thence 9048'W, 214 feet to a point on line 4-1, 580012'W, 1062 feet from Car. No. 4; thence S80012'W, 438 feet to for. No. 1, place of beginning. Less the right of way 20 feet in width, for the public El Capitan Road as it may cross said property as of the date of this conveyance: An less tit(, area in Conflict with U.S.M.s. ilo, 1679, beinq 0.15 acres, that area lvin", a; follow". ec,inninr; a;. %)r. No. 1 U.S.M.S. 3777; thence S9048'E, 60.29 feet to a point of jnfnr-,-r_t.ior: of line 1-2 of U.S.M.S. No. 1679 Phoenix Lode at N64012'E, feet from or. !,t). 1; thence N64012't, on line 1-2 U.S.M.S. No. 7679, feet to a point of intersection of line 4-1 of U.S.M.S. No. 3777 at ,80')1 'W, 1289.15 feet from Car. No. 4; thence S80o12'W on the line 4-1 C.�.t1.S. No. 3777, 210.25 feet to Cor, i;o. 1, place of beginninq. ISDS PERMIT # 3 5 O % BUILDING PERMIT # SOILS EVALUATION/PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH c,rr6N ADDRESS: SUBDIVISION: LOT NO.: TYPE OF STRUCTURE: TEST HOLES PRE-SOAKED: ❑ YES ❑ NO NUMBER OF BEDROOMS: ') TIME WATER DEPTH INCHES OF FALL RATE SOIL PROFILE 0' Q ,2 2xi El ��, %- 7 5 � IO Zr E 7i 5 10 � �'j Z S 20 29 of I (� 1q, 25 'llU 22 jV 3 50 CCU ZO 20 3' c 10 2 17 - 27,50 ' 50 2® )'0 10 c 1 5' Z 27, 7S 23,2 15 r zS 9-.0 ao 0 6' der �� 7 , 262 r23 ZS L 2S 2a 2D 8' W 0 ��f So 29,j-G 2 0 0 25 20 20 2D 9' 10' TIME TO DROP LAST INCH: PERC RATE: m 6 L LA ie MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC T K SIZE: COMMENTS: WATER SUPPLY: ❑ PUBLIC [X PRIVATE WELL LOCATION: A_� 61" OTHER WATER FEATURES: � �g ENVIRONMENTAL HEALTH SPECIALIST DATE Ids 19391-07 a947MW30001& iA-a-7 rz:>l& ror, `►cR_,,scLt r)I<0t`'1 PROJECT i a 5 low aA PROJECT 1%Ge,vtLe- project descriptionAMINIMIMMMMON r A"a"" e1 date task/action follow-up start date completion date �rv> f ® Qv�Ce o r vn w .NA {p�r�C tlCct� s� t l rL w Sr1 C__" 16" 20 ,� E Gc�2C:I� a-4 ,,�r�:A -tcl b7 5 73 - o c40r ((fit c,. I ci i S `t r u c c v� l 1-, �� c L-\- (' ry rc u e, 1.1 c. c C11 e 2 I C- c i e r t o o %" 1 I t� t ✓^� t l� / r c.w.Y7 r o 0C, e C S t CJ r ow e f tg v 7 PROJECT CONTACTS name phone/fax e-mail Daonte4 16mrrm qTo-Qotb-lal¢3[p OZIT►'1Pt' uox lase E,d"XaA 0645r ue��an SdopcUSents enclosed r 0 notes ������ �rt.,«-,,.� ��-�-�...��tu�..7 �,�-�.�-e.� -� z, o c; s o S.c�.� �ka.v.. �-cs�,�,Ue�Q • o �c a-o ��,,,X �-��- a,��; .�-�-z�u�r-�..9..cc�,.� ��- NOTES 71 Plos xf-�r let 3 1®q 7/-9/0 �/ �.� S G/1 Ci �l/ V l "l �� S� Ll/✓l-"S iA `L wj nt"t ,uc:cr Llm ("tit anzeAza PERCOLATION TEST RESUL TS 00 �\ \ O �'HL'i ` Average percolation rate recommended for design A PARTr T — 20 minutes per inch. MIAMI LODE / THE PERC TEST WAS DONE BY THE EA GLE F f r ! I I \ COUNTY ENVIRONMENTAL HEAL TH DEPARTMENT ON i3777) I r DISCOVERY � JUNE 29, 2007 .M.S. r # PIT E (U. ( I t INSPEC71ON ( I I r r ' I PORT I I r o I PROFILE HOLE R�CF�VF 1.975 ACRES ( ( I rr I ` 0 to 0.5 feet Topsoil JU O QUICK 4, ( ► 0.5 to 6 feet Reddish -brown, j STANDARD j ( INFILTRATOR sl op e wash material withFq pN ?D�J CHAMBER H M ! I rn angular rock fra m en is in O FN l I 4-INCH DIAME7FR, SDR 35 f ( f ( ( ( ! g �p�RT TAL EFFLUENT LINE l ( ( f ( t ( , ! ( ( clayey —sandy matrix. iL�FNr No ground water encountered 1000-GALLONS, TWO ( ( I ( ( ( I ! ! I ( l COMPARTMENTS, ( I f r I ! ( ! r FRALO SEP71C TANK DESIGN I • ! I �, , f 1 OR EQUIVALENT ( ( I ► ( t r CALCULATIONS ! I I ! ! ( ( ! + l l Design percolation rate T 20 minutes. per ! i ► ! ! I t r r ( ( ► ( r t r in ch ! i o !► I t r / r ( I I r r Number of bedrooms = 3 I ! ( ! ! i + (� r r r if ( ► I ! r( ll r Maximum daily Flow — Qmax Qmax - 3 bdrms x 2 persons/bdrm x 75 I 1 ! ( I F I ( t ( CLEARING 1 _ s IVfIN. ( ( (( l r / 1 I 1r r gallons/person/day x 1507iq Qmax 675 9pd i ` r 4-INCH DIAMETER. ' SEP Tl C TANK { •-moo y f ! J ( SDR35, BUILDING r / / J ( / ' 1 SEWER LINE m V= 1000 gallons for a 3 bedrooms ' C ! i ` t ► t / l l i I r / N Use 1000 gallon, two compartment FRALO LEAN UT fgo, 0' MIN. REQ'D) g pequivalent, -fiber lassse tic -tank or 4 t r l i I I ! } 1 f 135 (�00' RE -OD p i / r r ll t # I ( � ABSORPTION AREA ! ! r ( ,,•' �'�� / i ! CLEARING ( o Based on Applicatio Rate: A = 675 d o.72 d s.f. 9p / 9p / 3200, , ! ! 1 `-.1_ i I A = 938 s. f. f (�r ( ( t ( Standard Infiltrator Chamber; System in a trench configuration with an allowed 50 percen t t ( tr PA T/O �l A 710N \ % ( OF NEWS WELL LOC 1 i reduction in . the absorption area is recommended. t r ( a[ r r ( 5.60 Q `� Acorrected 469 s. f t 1 , r ( ► \ o 2 aASurface area of one Quick4, Standard Infiltrator MAIN FL. =84(roo) o Chamber = 10 s. f. Use 47 Quick4, Standard, f I ( 42' (2dU1N,MUM '�\, , BASEMEN \ 4 t I ' ' W II Infiltrator Chambers in trenches as shown on - ( ( t I PROPOSED z I t�riT, 111111 I I �Wo� the plan. ( Ii i ) r ; 'l111111111 GARAGE Zj � c I 22 1(�` �a� �`� Lij- NOTES: r ! t (DECK 839r �i� \\ �,. ! ! i 1. Bends in the building sewer shall be limited to 45 degrees. \ 2. The septic tank shall be installed level. The ,UMBER OF INFILTRATQt , ! ! o 1 1 , , ! ! J i CHAMBERS PER TRENCI , 1 , t 1 tank shall have removable covers or manholes �\ i \ to within 8 inches of the fin is ed grade, for SERIAL D/S7R/8U110N I Q 1 � i � \ l (SEE DETAIL) t` ` t inspection and cleaning. l % J. Excavate three (3) feet wide 2 FEET DEEP 2211' > 12.5' BUILDING ! trenches. The horizontal distance from side wall SE 78 CK ! to side wall between the trenches sh all - be -a _ minimum o f six (6) feet. 4. The bottom and the sidewalls of the w ( ' I 2310 1 trenches shall be raked to eliminate smearing. EXISTING j 1/ I 1 rr i+ ( t PROFILE HOLE 5. Assemble and Install the In fil tra for FOUND r r STANDARD 8 I N LET I l ( _ . Q U I C K4 STAND Chambers In the trenches according to the 1 SERIAL DISTRIBUTION TRENCH DETAIL manufacturers recommendations. } tic CROSS SECTION (TYP.) o, I 6. Back fill the side wall area with native 43B.0 ' (NTS)on—site. soil.. for proper support. 1840) F OUTLET AT BEGINNING OF ROW S. # - 7. Back fill the trenches with a minimum of 12 INLET AT END OF ROW Inches of tamped soil cover. P R DRAINAGE MOUND FOR PRO E ::r�:`'':>; : 8. Avoid vehicle traffic over the system. o130Y :r' 3 ����' `' �• `�` '' ESTABLISH VEGETATIVE COVER ` GRAPHS SCALE I INLET AT :r : `,..,/ •o ` >>'. 9. All installations shall meet the rules and 10 0 5 10 20 BEGIN NING OF ROW •,.. .,-` l County Environmental 4 PVC PIPE ::, a regulations of the Eagle Co i •;;.: :NATIVE. �BACKFILL•. � I I � g y :•. : nP.: .. w.'':;; :' 12"MAx. Health Division, Chop ter 4 In di vidu al Sewage F i inch 10 i �� ::`• 8 �. 24" MAX. DIspOSQI Systems I QUICK4 STANDARD-] 10. The Septic System Installation shall be CHAMBER (TYP.) inspected by the Eagle County Environmental 36 Health Department and by _the Design Engineer N07F: TOPOGRAPHICAL SURVEY PROVIDED BY GREG ELDRIDGE, PLS. FEET MINIMUM BUILDING Fo07PRINT E-MAILED BY ANKE DESIGN FROM BRI71SH COLUMBIA, CANADA prior to backfilling' f , G I ` � I F7 m z 0 Q. W 0 Q 0 O Z ova � A �Jo LQ W �ej q Quo W r. LU J Z J ate, A h o W W � Q • 00 00 �0 00 N 0 o C� �x v E G LJ w v 00 �o00 a �� 5 N� U XN • � cn 0o j OHO JofpE7�p 9 29526 _ � ' + .• ` ;........���,: OyAt E DRAWN BY L.P. CHECKED 8Y L.P. PROJECT NO.: 07102 DA 7Z.• JUNE 17, 2009 DRAWING NO.: 07102SD. D WG SHEET 1 1