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HomeMy WebLinkAbout21 Pikes Wy - 210715308001INDIVIDUAL 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. 2210-02 BP NO. 14252 OWNER: MARK GELINAS PHONE: 970-926-1023 MAILING ADDRESS: P.O. BOX 1092, EDWARDS, CO 81632 APPLICANT: BOB VANDERWALKER PHONE: 970-926-1465 SYSTEM LOCATION: 0021 PIKES WAY, EDWARDS, CO TAX PARCEL NO. 2107-153-08-001 LICENSED INSTALLER: VANDERWALKER CONSTRUCTION, BOB VANDERWALKER LICENSE NO. 62-02 PHONE: 970-904-0670 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE 2000 GALLON SEPTIC TANK, 1688 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 55 STANDARD INFILTRATOR UNITS AS PER ENGINEER'S DESIGN REVISIONS DATED 7/21/02. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER' S DESIGN IN SERIAL DISTRIBUTION IN A SHALLOW TRENCH CONFIGURATION. WITH 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, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEFZ*PfSPFrCT]gD,AND-,kPPROVED. ENVIRONMENTAL HEALTH APPR DATE: JULY 24, 2002 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: 1 705 SQUARE FEET (VIA 55 STANDARD INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED -1-An_ DEGREES AND .6 FEET 6 INCHES FROM THE CLEANOUT ON THE NORTH Sum nF TUF HnUSE COMMENTS: THE FINAL INSPECTIONS WERE DONE BY LAURA FAWCETT OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON JUNE 4, 2003 THTS SYSTEM TS T ARf F FNnTTcT4 Fnu A 6 RFTIRnnM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. 1 ENVIRONMENTAL HEALTH APPROVAL f l� DATE: . JULY 25, 2003 11 Incomplete Applications Will NOT Be Accepted (Site -Plan MUST be attached) ISDS Permit # Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823 **************************************************************************** * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL..REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" **************************************************************************** PROPERTY OWNER: MAILING ADDRESS: Z�C d1. d -47 PHONE: APPLICANT/CONTACT PERSON: PHONE: �VY.�J'l� -LICENSED SYSTEMS,, ,CONTRA``C��T��OR : L - PHONE: m"" COMPANY/DBA: L� ' Cd�J-il,�c-���ADDRESS : 9X3571 t PERMIT APPLICATION IS FOR: `< NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: _ C.,Q��i�CXNv�' Legal Description: Tax Parcel Number: 2 1 o 3 IS 30001 Physical Address: _ R C ` P/ H Lot Size :g r I - - BUILDIN,P TYPE: (Check applicable category) 7yy�� Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable cat ( ) Well ( ) Spri ( ) Surface Pub t i c Name o,2' "S'k/1 i e r APPLICANT SIGNATURE: Date: 43 AMOUT PAID: NRECEIPT $ ( .a `'� DATE: CHECK #: _ I CASHIER: LLKP...'Engineering, Inc. CIVIL/[,TECHNICAL June 20, 2003 Ms. Sienna LaRene RE.- Inspection of Septic System Installation P.U. Box 1092 Lot 1, Block 3, Cordillera Filing No. 34 Edwards, CO 81632 0021 Pikes Way Via Fax: 926-9842 Eagle County, Colorado Project No. 02114 - ISDS Permit No. 2210-02 Dear- Sienna: At the request ofBob Vanderwalker, on June 3 & 10, 2003, we visited the construction site on Lot 1, Block 3, Cordillera Filing No. 34, 0021 Pikes Way, Eagle County, Colorado. The purpose of our site visits was to observe the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 02l l4SD.DWC, dated July 21, 2002. The system was installed as shown on the attached as - built sketch. They connected the building sewer life from the north side of the building into the septic tarok. The septic tank was a 2000 gallon, two compartments,. a concrete, septic tank. Fifty- five, standard, infiltrator chambers were installed with serial distribution in five trenches. The first trench (closest to the tanks) had eight infiltrators the second. had 12, the third had 14, the fourth had 16 and the last had five infiltrator chambers. horizontal distance was 9 feet or more from center to center of the trenches_ Inspection ports were installed in the first and last infiltrator of each trench. If you, have any questions, please do not hesitate to call. Sincerely, R.C. L Engineering., ,PETA m a;� O 9 2952 Luba Petrovska, P d el b President �1 cc: Ms. Laura Fawcett, Eagle County Environmental Health Division, fax.: 328-0349 C;�WP I O-LK11\02114osi mpd P.O. Box 2837, Edwards, CO 81632, (970),926-9088 Tel, (970) 926-9089 Fax TO 3OVr4 ONT JNTN33NMN3 d>i-1 FFRRF.97:RRY F, QQ .CAT PRM7 /Q71QQ �M DUNE 3 10 Z003 N� ti f b TABLE OF CONTENTS EXECUTIVE SUMMARY 2 SCOPE OF STUDY*...2 SITE DESCRIPTION 2 ia PROPOSED CONSTRUCTION ` 3 FIELD INVESTIGATION 3 "SUBSURFACE SOIL AND GROUNDWATER CONDITION ........... .. 3 FOUNDATION RECOMMENDATIONS ; 4 EXCAVATION DIFFICULTIES 4 --$LAB CONSTRUCTION 5 RETAINING WALLS 5 UNDERDRAIN SYSTEM . 6 SITE GRADING AND DRAINAGE { LAWN IRRIGATION 7 SEPTIC SYSTEM RECOMMENDATIONS 7 LIMITATION . ? FIGURES LOCATION SKETCH ..................... ...:`. :'DRAWING NO. 1 SUBSURFACE EXPLORATION LOGS............ ............. FIGURE NO'S 1&2 " PERIMETER DRAIN . ....... . ... ................. .FIGURE NO: 3 LKP Engineering, Inc. LKP Engineering, Inca LKP Engineering, Inc. LKP Engineering, Inc. LKP Engineering, Inc_ LKP Engineering, Inc_ LOCATION SKETCH rIVIf. /rPnTPCFINIrAl. GOLD DUST ! LKP Engln e erring, In C. EAGLE COUNTY, COLORADO PREPARED FOR: P.O- Box 2837 ECwcrds. CO 81632 ter (970) 926-9068 fox (970) 426-9089 AIR. SONNY JORGENSEN -- 9918 DA7F- 01-22- 99 DRAve VG r<Q: T a, BORING NO. 1 . ;. DATE DRILLED: January 13, 1999 .. ELEVATION: T BLOWS M M DESCRIPTION OF MATERIAL LABORATORY REMARKS, DEPTH FEET. PER FT. s P AND SAMPLE LOCATION TEST RESULTS 'O L L E Sandy gravel mixed with hard volcanic rock Refusal C3' No ground heater ---- s encountered ----10 - ----1s ---=- 20 LEGEND: ❑ 2-inch O.D. California Liner Sample (relatively undisturbed sample) 8l 1-3/8-inch I.D. Split Spoon Sample (disturbed sample) 24/12 Drive sample blow count. Indicates that 24 blows of a 140-pound hammer falling 30'inches were required to drive the California or the Split Spoon Sampler 12 inches. DO - Natural Dry Density (pcf) MC - Natural Moisture Content (%) -200 - Percent passing No. 200 sieve LL - Liquid Limit PI - Plasticity Index G.W - Ground Water _ PROIGCTNO_ Qcal R LKP ENGINEERING, INC. I SUBSURFACE EXPLORATION LOG FIGURE NO. 1 >7 5, BORING NO.2 DATE DRILLED: January 13, 1999 . ELEVATION: _. .,.. S S DEPTH BLOWS Y M A hi DESCRIPTION OF MATERIAL LABORATORY REMARKS - FEET PER FI. B r AND. SAMPLE LOCATION - TEST RESULTS 0 L L E - IfH* Too, Sandy Ctravel fixed with volcanic &sandstone rock -- Refusal No ground water --___ 5 encountered ----10 --- 15 - --- 20 -- 25 --- 30 ---- 35 LEGEND: 0 2-inch O.D. California Liner Sample (relatively undisturbed sample) N 1-3/8-inch I.D. Split Spoon Sample (disturbed sample) 24/12 Drive sample blow count. Lndicates that 24 blows of a 140-pound hammer falling 30 inches were required to drive the California or the Split Spoon Sampler 12 inches. DD Natural Dry Density (pcf) MC - Natural Moisture Content (%) -200 - Percent passing No. 200 sieve LL - Liquid Limit PI - Plasticity Index G.W - Ground Water np,o!r-r-rNo 001 P LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG FIGURE NO. 2 I SLOPE AWA Y FROM BUILDING. , rTCOVER BACKFILL WITH ONE FOOT, OF RELA TII/EL Y �4 IMPERVIOUS SOIL ° D ° _ a — p D Z GRANULAR FILL An D FILTER FABRIC. ,D , ' (M/RAF/ 140/V OR EOUIVALENT) FOOTING ° p p . e G PLASTIC LINER, GLUED TO THE FOUNDA TION WALL, COARSE GRAI�EL, 3/4 INCH D/A!'rf (NOT NEEDED WHEN GROUND W/TH LESS THAN 5X FINES WATER IS PRESENT) 4-INCH DIAMETER. PERFORATED PIPE SLOPED TO A SUITABLE OUTLET AT 1/4'" PER FOOT FOR FLEXIBLE AND A T 1/8" PER FOOT FOR RIGID. 'PIPE GRAVEL THICKNESS SHOULD BE A T LEAST 24 INCHES AND SHOULD INCREASE IF HEA WER SEEPAGE IS ANTICIPA TED r1V11./r,F0TF.rir^ltr-if LISP Engineering, Inc. P.O. Box 1452 Avon. CO 81620 tel (970) 827-9088 lax (970) 827-9089 PERIMETER DRAIN PRo�EI COLD DUST EACLE COUNTY, COLORADO Oj y2�_99 PREPA(tED FOR. MR. SONNY JORGENSEN F'GuRE No_: 9918 LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client: La Rene-Gelinas Location: Lot 1, Block 3, Cordillera Filing No. 34 P.O. Box 1092 0021Pikes Way Edwards, CO 81632 Eagle County, Colorado Project No.: 02114 P-1 P-2 ' P-3 TIME/DEPTH 20 ''/2" 23" 21 ''/2" 10 17 1/16" 23/16" 18 9/16" 1 15/16" 5 13/16" 1 11/16" 10 18 14/16" 1 13/16" 20 3/16" 1 10/16" 17 2/16" 1 5116" 10 10 11/16" adds water 13 6/16" add water 12 5/16" add water 10 13 4/16" 2.9/16" 15 13/16" 2 7/16" 14" 1 11/16" 10 15 5/16" 2 11/16" 18 2/16" 2 5116" 15 7/16" 1 7/16" 10 17" 111`.1116" 1914/16" 112/16" 1612/16" 15/16" 10 18 4/16" 1 4/16" 21 3/16" 1 5116" 17 15116" 1 3/16" 10 19 4/16" V IS 11/16" 12/16" 10 20 4/161, 1" Dry 19 7/16" 12/16" 10 Dry Dry PERC RATE 10 MIN/INCEI 8 MIN/INCH 13 MIN/INCH AVG PERC 11 MPI Average Percolation Hole Diameter: 12 Imches Holes Dug and Presoaked: July 17, 2002 Test Run: July 18, 2002 By: Kiril Petrovski Soil Profile: 1.5 to 2' Topsoil with rocks and roots to 8 feet Broum, clayey sand with volcanic, angular rock fragments up to 12 in diameter. Roots to 5 feet. No ground water encountered ISDS PERMIT da PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH 1" -PHSYSICAL ADDRESS: 06 � I " _ LEGAL DESCRIPTION: -T j B 1 k J 7 n 3 y MAILING ADDRESS: TYPE OF DWELLING:_ Sr, NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES NOgas�� ,�i'ji�ro �' � SOIL TIME WATER DEPTH INCHES OF FALL zfi PROFILE fly mmmmm i m M MMM MMM L4 Vq TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: aZl D s a � ��Date�L � ISDS Permit # I3ZZS Final InBFection cgwletenese Form /Tank is aQQQ gal. Tank Material Tank is located � �/�t. and 330 degrees from epse....ne 1.na..s�cJ Tank is located ft. and degrees from �� �-r. Tank set level. "- nk lids within SO of finished grade. Size of field ft2 5 its lineal ft. /Technology " Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and �V outlet of the tank: Inlet.and outlet is sealed with tair:tape,- rubber gasket etc. Tunk. lias two _.dompartments with the.,-lar-gmr-..,cpqpartment closest to house. / direr—U2,m to:,,,001.ci� 4:z— I�teahure distance and relative I)OPth of field. a �3 ft. W/A 'Soil interface raked. Inspection portals at the _end of each trench_. 43 Proper distance to setbacks. installed as y 00 $ 5 manufacturers specifications. Chambers properly per (Chambers latched, end plates properly installed, rocks 'removed from trenches, etc_) Type of pipe used for building sewer Line �leach field Other Inspection meets reaairemeats. C/-) r' Copy form to installer's file if recomendations for improvement were suggested. ACTION TAKM: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 50 10 5 10 50 10 * 10 ZSDS permit # 2,2/0"0 Date i3-v3 TAM Final lament on ' CosYaletenass gorm �j Tank is D 0 O gal. Tank Material Tank is located 26L,5-ft. and Lad degrees from je G.tic� J �' 1p.�re 1.aa..skJ Tank is located ft. and degrees from gpecu unt UWANLZ" e I ho �0 t% Tank set level. Tan lids within B* of finished grade. Size of field f t' units lineal f_ t. Technology Cleanout is installed in between tank and house (+ 1/100ft) . There is a "T" that goes down 14 inches in the inlet and outlet of the tank: Inlet.and outlet is sealed with tai.r•:_tapeF-rubber gasket etc. Tjjnk, -bas two compartments with the.,=l;ayeger.,o Aparetment closest to the house. 3 //S +� I sett es clist.ance artd relative dire is - to '#ie ✓ Depth of field. -3 ft. Soil interface raked. ✓Inspection portals at the ,end of each trench_. 7 roper distance to setbacks. COT Y,ec�e Chambers properly insta led as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks itemoved from - trenches, etc.) Type of pipe used for building sewer Lines tin 3S , leach field__ %other -/ Inspection meets Copy form to installer's file if recommendations for improvement mere suggested. ACTION TAKEN: i 0 `� ; a � -� � c p cuedl . C,. � e. a C7 ^� -0-c c (� t h '1" r e e S Setbacks Well -Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 5o 10 5 IQ 50 10 * 10 s ♦' C�ii dt' t y r Qe '��"�•�'- IN It 10-1 ag :'W ],,'i ^t t!ilol ;' R Yam: �_'�,, 1r! � • / "_� � � ;tom � •'� � � l..r�+a •...�:. 54 ., rM.. _ • �,1`ia:-y,. •� •t 1�;•-"'r �e. /,� � ,� �-�.• `1Ti r t. �. `.If _ _ r � _ _` % �1�;�`t's lip .� � _ ��• �. /•o - F i '�� .. M ' K ' `� • w _...,� .. : •,,ram fy ,�..^,T, �, - LO OL '74 0*46-h't- A •1 ANtOIAL - { y , Al `l. ,i 1. Ato r.4y ' ,h � , i • � i ,� . fly. 9. At 46: It 2210-02 Tax #2107-153-08-001 _ �' JOB NAME_ Lot #1, Block #3, Filing 34, GELINAS Cordillera Subdivision JOB NO, nn?T PiTrac T.1av_ FdTjgrrlc ri BILL TO Zb DATE START DATE COMPLETED DATE BILLED q4(. 1 h) c o-6--r4 ', t S S Ao .9 CL. u� /)A-tffj- t4� U4ti -Lf Qk4-kt . l U/U IZ-� 6 u.0 U Cry ? �c � ? L1i 1t tJ -� ► - % 1 a me 1 kill' I, ! t% � � - � � Y �1 , f' Cl� - v o-e- �1 ivy y� .51 L4e 01 rr� � �, 0- roo-S JOB COST SUMMARY 0Xe 41' Crn-arc s 6u�1 �' e��v � �zf srwcl� G-©Lli.s-cti TOTAL SELLING PRICE TOTAL MATERIAL c. 4s TOTAL LABOR % .uv....."-c.. �-- .S. t vvLH-Cyr r�=c., •'t-i�.�-i) -1�.1' W G INSURANCE SALES TAX - 3dv, G a MISC. COSTS -7 42).) )`z/�, -I a la TOTAL JOB COST J� v 1 r� i �� �•- SPir cc [ �� GROSS PROFIT / ti l V w Gay` LESS OVERHEAD COSTS % OF SELLING PRICE c�. .... NET PROFIT JOB FOLDER Product r a JOB FOLDER ' Prtnted In u.n. a ma 13-03- ��-=vim. /2-610----S 01) ( I c e ,-t e. ,n } o — tir ea. S C a Y V e c�� c v ti �-( ("� � v 2.�n G� �i 1� o �� T` t S E V` 5 jJ l �` e GtAj J00V c9/ a4kUell �GN�\s �X �lV2v�I pl�Q Gt t l 5 C c r rr e c fi17 j-n u,�wt 6e g ,b A -Ps Recycled Content 10% Post -Consumer iv<si cit�6 ISAS �221CJ�Q2 p`'J 2,Dao �jalt��.. Go�FI,13(1��3 ��t�Ks34 �`wf-i C7 O l c 01 (T es Wool Cc r I, (l . c- a 1 .. � G-(3-o3 t4,6% ktehC1+ z _(�Naf A ISp5 .2jkvF0-d IN��lr�iceZ cof l,/3lk 3r �tc�Ki 34 C7C� 1% 1)i ITos GAL, cue 1,CtQqu