400%
200%
100%
75%
50%
25%
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
975 Pilgrim Dr - 210519203022
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. 1894-99 BP NO. 12682 OWNER: DENNIS AND GAIL MATHISEN PHONE: 612-349-6465/612-338-2409 MAILING ADDRESS: 903 NORTH 3RD STREET, SUITE 300„ MINNEAPOLIS, MN APPLICANT: GREG KAFFKA PHONE: 970-926-1743 SYSTEM LOCATION: 975 PILGRIM DR., EDWARDS, CO TAX PARCEL NO. 2105-192-03-021 LICENSED INSTALLER: ARENA EXCAVATING, STEVE JEWETT LICENSE NO. 55-99 PHONE: 970-827-4221 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 2000 GALLON CONCRETE SEPTIC TANK 2250 SQUARE FEET OF ABSORPTION AREA VIA 73 INFILTRATOR UNITS. AS PER ENGINEER'S DESIGN SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 6/8/99. ENGINEER IS RESONSIBLE FOR FINAL INSPECTION. BUILDING TEM10 CRARY CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: JL DATE: JULY 15, 1999 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 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: 2263 SQUAREFEET(VIA 73 INFILTRATOR UNTTS AS PF.R DFSTCnT INSTALLED _CONCRETE. SFPTTC TANK: 2000GALLONS IS LOCATED DEGREES AND 50 FEET FROM THE CLEANOUT ON THE NORTH SIDF OF TTTF. HOTTSF.- COMMENTS: THE ENGINEER'S FINAL CERTTFTCATTON AND AS—BTTTT T DRAWTN(' WF-RF RFf FTVFTI nN nrTDRFR 31 2000'. THIS SYSTEM IS LARGE .ENOUGH TO ACCOMMODATE A STX BEDROOM RFSTDFN('F ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: NOVEMBER 6, 2000 Sant, aytENVIRRNMENTAL HEALTH Jul-09-99 11143aM from 3250349*976 926 4851 Pa9a 3r p InCOMPIOte Applicati=a Will NOT Be ACCepted (Sate Plan MUST be attached) ISDS Permit �fi _ �(1 Q Y7 Building Permit # APPLICATION FOR IND1Vi11VJLt @SWAGS DISPOSAL SYST$M PERMIT ENVIRONMENTAL HPATA14 OFFTCF - RA.GILE` C" UN'TY EAGLE, CO $1631 328-8755/927-3823 (B1 Jebel) *ir*irirww*;Y�r#*vr�r,rst,Mgt*�I.Ic,Lei*+��,F*:tYiFsFic�*k•k**+c*�Ft4trAcirir,t,k**>ti*krr•Arsir*ic*�c,k*lFkjt**�•t+t�4 + PERMIT APPLICATION PER, $150. 00 PERCOLATXON 'TEST FEE $206 , 00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUIM TRtASURER" *�***�r******;r#***t**rr*****k*�r�+�#**a•t,�*,r�r*�:*x�e*****�,�carwk*w*arv�*•�**fir**,�****x•* FROP.BR.`.LY O ER: .t r .r D y'F v W.z''�'"" MAILING ADDRtS5! tv ^/ PHONE:�Ia��' C1ERNs, rn l APPLI CANT/ CONTACT P�� 5 I�FX0NE (_7 ` LICENSED SY'S` ZMS CONTRACTOR t �• ,{�eQ P110l q 90Q a CtOMPAWDBA: N _ ADDRESS: bLV67 .,. ��"���},k**t*tidr**t,t*,v*�iCsY�taktF*:k*ktk*�**i'k#�"�irir*kYa* PERMIT APPLICA'T'IO14 IS FOR: (V)NPW INSTALLATIOX { ) ALTERATION ( } REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal, Description-. Tax Pay: cel Number: Lot Sizes Physical. Address: < EUTLDIN TYKE: (Check appl icalaIe oa.teg'ary) lam) Residential/Single Family Number t } Residential/multi-Family* Number ( ? Commercial/induatria3* Type TYPE OF ATER SUPPLY: (Check applicable category) ( ) Well. ( ) Spring ( ) Surface ( ) P-LibIis Name Of supplier: of Bedrooms LZ -- of Bedrooms - *These systeras require design by a Registered Prcfwtsional Zng i� r SIGNATURE: LL Date-, (J tF$4t**wtkk�'9fdf]�fl�!$''k�'*tt'�'*7k#***thM'Tr9tw##t;k•**'R'kYlYl7k1:7kS1lkSYA'tY`k+ie#�'1F'**#�'#******7kklr%fi'tM* V Amo ^r PAID: ,� __ RECEIPT 1 (33S CHECK DATE, 71.b . # : T CASTil'�;k' Z00In DNI SIV110VE liNwas T99V 9ZO 016 X8d CC: CT IU 46/60/L0 z abed H11V3H Td1N3RNU i AN3 F 198V 936 016 WOJ I UJQZ: kO 66-60- f nr pan t a0aa Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com Date: July 15, 1999 EAGLE COUNTY, COLORADO TO: Arena Excavating FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1894-99: Tax Parcel # 2105-192-03-021. Property Location: 975 Pilgrim Drive Edwards,. CO., Mathisen residence. Enclosed is your ISDS Permit No. 1894-99. It is valid for 120 days. 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. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files LKP Engineering, Luiza Pettrovska r_r�i uYutir�t_r��.iYt, 11Yt� F-HUF- ul/ r /- October 3©, 2000 Mar. Matt Shoulders Summit Habitats P.O. Box 1829 Edwards, CO 81632 Dear Matt: i ., Inspection of Septic System Installation Mathiseaa Residence Lot 16, Pilgrim Downs Subdivision Filing No. 8 Eagle County, Colorado Project No. 9987 - Permit No. 1894-99 On September 9 and 13, 1999 we inspected the construction of the leachfield for the Mathxsen residence. On November 9, 1999, we inspected the installation of the septic tank. The effluent line from the septic tank to the leaehfield was not constructed at the time of our site visit. Ass -built drawing of the layout andthe dimensions of the effluent line was fated to us on October 25, 2000. They installed tlae system in overall compliance with the septic systerxr design, Drawing No. 998'7SD. June 9, 1999. The system was installed as shown tt _ ed sketch. The install 000-gallcTn two-compa.ttme nt, precast, concrete septic tan Seventy-tbure ><xfiltratar clambers were install in ive trenches. The first and the last trenches had 14 infiltrators each, while the middle three drenches had 15 infiltrators each. Horizontal distance was 9 feet or more from center to center of the trenches. Inspection ports were installed at end infiltrators of each tree. ch. If you, have any questions, please do not hesitate to call. a Ll �mgitriee�rt �"'�., PV1'40pr�� VVV c�. Utz �-29.526 Zma �1aiza Petrovska, ~ddd464RN��•P T? President Enclosure cc: Ms. Janet Kohl, Eagle County Environmental Health Division, fax. 328-0349 C.%MyPiles\roreldm\W PD4CS%9967osi.wpd P.O. Box 2837, Edwards, Colorado 81632 0 (970) 926-9088 Tel • (970) 926-9089 Fa. - --_- - .. .- •�L•.,.,,...,�� �r�i ��yiai�r�crci�vta ttrt, I-fAut Liz/ t3L LA s \ CS 79,3p_ THE EFFLUENT LINE WAS NOT INSPECTED._1 AS-PUIL T PRO �JDEO BY SUMMI T HA81 TA TS w Post -it" Fax Note 7671 Date # of To ._) 1 -, From Co./Dept. Co. Phone # Phone # Fax # q _7 q _Z- Fax # CIVIL/GEOTECHNICAL LKP Engineering, In e. �.i P.O. Box ZU37 Edwards. CO 61632 t (e70) 9Ve-60ee rox (970) Sze —seas n('T-7Gl-P!ilMM Mnkl MrZ-7CDh1 Trl•CFtf_I c rnl itirry l7tiu i ucnl -ru AE-BUILT SKETCH LOT 16, PILGRIM DOWNS Fuwa No, 8 AM N/SQN RESIDENCE EAGLE_ COUNTY, COLORADO PREPAREO FOR, - SUMMATT HABITATS 9987 SCALE PArFr 10-30-2000 ORA MNG NO.: .ram Uff I f t777 C17: LC1 J U-`j-1b-'dUdd LKN ENGINEERING, INC PAGE 01 FAX T".-ItANSM. ' ION P.O. Box EbWMOlC, CU S i ��''• FAX: 970-62el-"" To: Heather Savaiox Dater* :;' �Wy tiQ99 Fax ##: 328-7185 1�'a►ge inciudif�g this cover sheet. From: Luna Petrovska; -#E Subject: Lot 16, Fiiomr nowns COMMENTS: ICJ/l.illyyj �]'�:;LJ y!b-yob-y089 Ipter-M+ornnWn Kn neeri ng r ta. LKP ENGINEERING, INC PAGE 02 MOO DO CUbMNfT WAS BARD 1M'1H1 ]raoctr Xjn mE OF TmMWAt:.CG]'mr. imm bF T= DOCUMVNT OR THE n tA"W CWrAWW M= SY ANYonupimmommms NOTAL"MORIM IN=ZV=TAXY0Tt>1pePERM ORera TVAMMT0t4gT=DWMjWr OR THIS W0MtAnQNWNCRMHMWMjAWyWRPOs6'!'iW tl=*xTAHW!1 rM AMORM&TtON PROM t11MR440WrAW INO0429PJM TWS DOqJMWr AMD pNY DWORNA M dNTA2Nlib HrtRSati ri 'C� 13E LiR1SD Wi><I INi t 1tI'.a oriw,mATi1 amr uumm THAT PERM is lw T Al>1'ItORtti m oz � FOMPLVION INVESTZGATION FOR PROPOSED RESIDANC2 LOT 16, PILGRIM DoS+NS 1PILI.KO No. s EAatE COUNTY, GOLt'9MO PREPARED FOR AL WILLIAMS PROJECT No. 93S+98t3 SEPTEMBER 1993 Rox No. 978 w Avon, C ado 91 • 949 mw OW1631 1420 Va= Stwt ., i.aktwood, Colorado 6tf S • Phi 332.Mba — I00 I-94-y±►IH'YB ,%Ims 1211' 090 046 YYd M-LO 31U 60/TT/SO c,rfzofi»-3 ri-j:rr) yLKP ENGINEERING, INC PAGE 03 CONCLUSIONS SCOPE STTR LOCATION AND DESCRIPTrO,M SITE INVESTIGATION SUBSURFACE AM 419=0WATER COMbITIONS F.ROROSRD CONSMUCTION FOUNDATION RECOMMENDATTONS SLAB CONSTRUCTION GROUNE+WA,',tER AND DRAIN SYSTEM REINFORCING CRAWL SPADE COVER BACKFrLL .AND StMPACE DRAINAGE LAWN IRRIGATION MtSCELLANEOus TEST LOCATION SUMMARY OF TWT PITS SWELL-CONSOLZOATION TEST RESULTS PERIPHE KL 1DItAXN SYSTEM 1 2 2 2 3 4 5 6 6 6 6 7 s DRAWING NO. I 1�IGU'�tE<3 NOD. 1-3 FIGURES NO. 4 FIGURES NO. 5 2000 30 a1Cllm mans TO-" 9T8 Ol8 XVd CS :LU aU $a/TT/^s0 1 777 CJ7..:. Cl LKP ENGINEERING, INC PAGE 04 COHCLdB TORN 1. Subsoil cond#:tions are fairly uniform over the site with 1.5 to 2.0 feat of Top"il, underlain by weathered to hard SHUX Bedrock to the maxinum • depth Ox,Pla r'ed of 8 a S test rerpeestiva,ly in Test Pit No. 52 & 3. 2. The proposed tesidence should ba founded on uadistuj�bed S ,H bedrock drt conventional spread footings designed for a maximum soil bea►ritq pressure of 2,000 psf. 3. Test Pit No. .1, was excgtvated within the proposed leaoh field area and -had a soil pratle consistirig of 2 Bret of Topsoil;, underlain by 7 feet of gravally-sandy 93:LT. ThA average percolation rate was 21.o minutes per .inch. . 3 This report presents the results of .a Soils and Foundation Investigation for the proposed struct.uka to be constructed on LOt 16, P"gar"n Downs Filing No. 8, Ragle county, Colorado. The investigation ware prepared by means of test pits and laboratory testing.®f ,a pees Obtained from these pits. .The purpose of this foundation exploration was to determine the. various soil .profile components and the engineering characteristics of the foundation matorit1s , and to provide criteria for use by the design i inaera $nd arohiteots in preparing the foundation design, from a-geote4hnioal point of view. EOoj I V;L B;'�i S+II[1[[]S i ltt .gZe ULd YVA CC-LO %M.T, iii4JTTr4n ru rt 131 1--1=Ij ali: ztu 'd FLKP ENGINEERING, INC PAGE 65 2,BITS LO The site is at 3.1 Acre Lot, located near the North entrance can the Writ side of pilgrim brive, in they Pilgrija towns Subdivision, Eagle County, Coloratdo. The topogrhphy is moderate to steep. drainage is to the East, towards tha road. Vegetation consisted of Aspen trees with third Underbrush. The field inveatigatian performed on August 12, 1993, consisted of excavating, logging and sa-spl.inq 3 teat pits. The locations of the test borin' gs are shown on Drawing No. i. The test pits v*ra excavated with a Conventional hackhoe. Summaries of the test pit logs ar* detailed on pigures No, 3 -- 3. Laboratory samples were abtainsd At Selected intervals by driving a "Californian hand saMpier into Undisturbed Soil. Theee samples were returned to tear lschoratory, inspected and c2assi.fie3 in accordance with. the Unified Soil classification SYstem and the test pit 10gs were edited as necessary. To aid, in classifying the soils encrauntered, and to determine general aryl characteristics, SCIOoted IaLbora►tary testa (Zoisiture content, unit weight, sW411 consolidation) Vera performed on rapresentative soil saaap2es. Summaries Of the test results ere shown oft pigures N0. 4 a�� a Refer to the spry of test pits, Fig urelp NO. 1 _ 3. Subsurface acnditions *Xz * fairly uniform within the proposed 00 out SLYy14*WH 11 WIS 'f***: *?-A rk)-A VV--r br! in t*nr na irT ir., v r f 1 3r t»� ray: Zvi b (U-yJZb-yJijy LKP ENGINEERING, INC PAGE 06 a building envelops, tb8t pit No's 2 and i consisting of 1.5 tt 2 feet of tbpgdil over 5 to 6.5 feet of waatherad to hard SHALE Bedrock. Test Pit No. 1 was excavated within thae proposed lQaeh field area and had 3 feat of topsoil air 7 feet of gravelly -sandy We understand that no overi-ot grading has been done prior to this investigation. No groundwater was encountered in any of the test pits at the time of excavation. Indexes to c;eologi.cal Mapping, Eaglo CouDty, Colorado prepared by Charles S. Robinson & Associates, Inc., in 1.975, states the soils in this area may contain mirerala in variable amounts that produce serious detrimental effects on concrete, metal or other substances that are in contact with the soils. Type 11 cement should be used in all concrete that will be irk contact with the sail. These maps also statethat soils in this area may be subject to subsidence due to hydro --compaction in low density soils. The underlying bedrock is. Eagle Valley Evaporite, which contains water soluble Baits. Solution of these salts can produces sinkholes and general area subsidence. There were no sinkholes observed at the site at the time of the investigation. PROPOSED !ONAM No specific design data has been provid6d., but for the purpose of this analysis, it has been presumed that the proposed residence wi) l consist Qf Z flocsrs without ae basement, and that loads will be too 3XII 91*11M .LIRMS ito sze oLe iva ba de anl so/iT/so 07/13/1999 09:20 LKP ENGINEERING, INC PAGE 07 light. If the ,proposed project differs significantly frog this understauding, s review should be made after the plans are mare complete. rotmAT= ftathered and hard SKALZ Bedrock will bn enCoUntered in the foundation excavation. The proposed residence should be .founded are conventional type spread footings desi,rined for a► xmaxizum sail bearing pressure of 2,000 psf. At this pressure, settlements are anticipated to be approximately one inch. The footings Should be constructed on the undisturbed SHALE Bedrock. The footings excavations should be relatively smooth, ,free of debris, organics, lo+osa soil, frost, and staAding,vatQr. Any ever - excavations should be backfilled and Compacted to 100 percent Vithin 2 percent of aptizuft moisture as dot* rained by a standard proatar test (AM p-698), A represent.tative of this office should be contacted to inspect the foundation excavation to verity that the a0il conditions are, the "us as ihOSO anticipated in this report. After all of the final grading is COMPleted, the bottom of the footings should be 00vered with a minimum Of 48 inches of backfiil for frost protection. voids left by the r6moval of cobbles in the bottom of the footing excavatian should be filled with ,lean concrete or a granular soil, with a maxim= particle s.ita of 3 inch an 0a9tpacted to 100 percent of st,andar4 Proctor density (il l .b-698) within. 2 07/13/1999 09:20 970-926-9089 LKP ENGINEERING, INC PAGE 09 0 while no ground water was encountered at the time the field invast.igation was conduoted, it is paxeible► that seasonal variations will cause flactuabtions, or for a water table to be preAent in -the upper, -sails during th* ' spring months, or after a prolonged period of rain. A foundation periuster drain as detailed on Figure No.. 4 is reco mdnded to redUce the risk of surface grater 'infiltrating the footing subsoils. The foundation should be well reinforced and rigid enough to withstand diff.crantial settlements. Foundation Walls retaining earth .should be designed to resist an equivalent fluid pressure of So pcf for an "active" ease assuming a Level drained backf ill condition . CRAWL SPACE 0CMAR When moist soils are encountered in the excaavatiarx, the ground surface in crawl spat* areas should ire oov►ero4 with an impervious moisture barrier sealed against the footings. This will help to raduce humidity in the crawl space ar°sa. . The baeckf ill placed around the foundation walls must not settle after completion of- carstruction and the top one foot of the batckfill imatwriaal mast be relatively impervicus. The on -site 90a _ Do "VagmLI1 76 i#9k* 26 OLIO. 5tVA 9e I. L0 HU ae/11 /90 07/13/1999 09:20 970-926-9099 LKP ENGINEERING, INC PAGE 10 r^, i soils, exclusive of topsail and organics, are suitable for use as backfitl. Due to high cantsnt of cobbles and boulders# it will be necessary to screen out larger racks prior to using this material as backf ill,. Bsckfi,l.l should be moistened or dried to hear its optimim moisture content and compacted to at least 98 parcent of the maximum standard Proctor density. Structural baciifi.li should be compacted to 4t least 95 percent of the maximum standard Proctor density. . Surface water running toward the structure from upslops areas should be diverted around and away from the building by means of drainage awales or other similar measures. The final grade should hava a positive slope away from the foundation walls on all sides. A mini.ritUa of 12 inches in the first 10 feet ig recommended. Downspouts and Mill Cocks should discharge into splash blocks that extend beyond the liftits of the backfill.. The use of long downspout extensions in place of splash blacks is advisable. DO not install sprinkler systems next to foundation wajU, porches or patio slabs. if sprinkler -systems are; installed, the sprinkler heads should be placed, so that the. spray from the heads, under full pressure, does not fall within five feat of foundation wa.11s, parches or patio slams. Lawn irrigatiorn must be controlled. If the future owners desire to plant next to foundation walls, ©o ON MUM 11aNlC1.S 12if 096 040 YVd SOLO MI 96/TT/90 b ter lit ly'j'y J'd: 1b J (b—ylb-JUU'J LKP ENGINEERING, INC PAGE 11 parches or patio slabaj and are willing to assume the risk of structural daimago, Ate.,, than it is advi'satb),e to plant only flowers and shrubbery (no lawn) of varieties that require. very little moisture. These flowers and shrubs should 1ba hand watered only. The recommendations provided herein are .based on experience in the area and from the an --site field exploration. The information obtained fromthe field exploration and laboratory testing reflects subsurface conditions only at the specific locations at the particular times designated. Subsurface conditions at other locations and times may differ from tha conditions at these locations. The extent of any variations between the test- pity may not appear evident =til excavation is performed. However, only minor variations are expected. if during comtruction conditions appear to be different, this office should be advised so re- evaluation of the recommendations may be made. This report has been prepared for the exclusive use of .Al Williams for the stpacific application to the proposed ,residence structure to be Located on Lot 16, Pilgrim Dawns, Filing No. Sr Eagle County, Colorado, bT0 :)NI 6XV4111M MMMS 12.1i. Sid 016 XVd Lg - Lo MU 66/T T/20 1�J1J Uj; Gel b/b-ylb-ybby LKP ENGINEERING, INC PAGE 12 The findings and reoormendations of this report have been prepared in accordance with locally accepted protessi.onal angineoring eta-ndards for similar conditions at this tins. There is no other varrahty, 4aither expressed or implied. Sincerely,, =W-HOUNTAVENGINERRING, LTD. Luiza Pletrayska.. Project 8nginear Reviewed by : ivi toVS"2panel, P.E. a flow 3MI SI.VITM 111was TOMr. M OLS YVA tr; ►n san.t. AR/TT/6n CJ lJ 1Jr' 1777 l'17: i10 'd lb-ylb-'JU b'J LKP ENGINEERING, INC PAGE 13 Lot SH Y pit 42 I{ ES r LOCATION ION Propaead Residence Ldt 16, .pilgrim Dawrte Filing No. S Eagle County, Colorado Ptepared for Al Williams aAr VOW I On .44 North �.•ZTt? --- ►OKI 91111M 1IMUS U-1V 916 OL6 Tye LC':LO MU Ba/TT/90 07/13/1999 09:20 970-926-9089 LKP ENGINEERING, INC PAGE 14 P1 r NO I SUMMARY OF TEST PITS Proposed Roni4ft' nifte Lot 16, P11grSA downs Piling iioe $ Eagle Cemnty, Colorado Preps-r d for Al Williams 'Rnjier Raj �t3509G _ nftkc ,yak 1 k , T Nf =MMilii# .T.tomnc 'Cade"670% AIR TVJ -6n' ,n On Oak i7'R /r.n N I� l:�/ lyy�1 ley: 1� 97�i-926-9089 LKP ENGINEERING, INC PAGE 15 Rr-latively ttmdl*turbed s*zpla SUMMARY OF ' CST Pf TS Proposed losidenis t LOt 16, Hisri. dowo9 Filing Ito. 9 ASIS Cbuuty. Ct lcrada Prap&reri for Al William .t t�aw�et Ka+ 935090 �t�VAL ka 2 bTO but al"'tm ltmns 0:11t aia mt ec : to M.T. AR/TT?An eir{1.s{t�7� b'i:1b 9(U-91b-9689 LKP ENGINEERING, INC PAGE 16 PIT NO, 3 SUf' WARY OF TEST PITS PrOpo"d Residence • Lot 16, pi Cjm Doane pj3. s-si No. g Eagle Cotmtyp , Colorado Prepared for Al' '312i+�a Money No.• 93309G �ii4 f ti f:�L dliilE ,f i