HomeMy WebLinkAbout15 Fiddler Creek Rd - 247902300010INDIVIDUAL 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. 1852-99 BP NO. 12473
OWNER: INNES ISOM PHONE: 970-328-2388
MAILING ADDRESS: P.O. BOX 95, EAGLE, CO 81631
APPLICANT: STEVE ISOM PHONE: 970-328-2388
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SYSTEM LOCATION: LOT #1, EVENING STAR SUBDIVISION'; FOREST SERVICE RD. 731 TAX PARCEL NO. 2479-023-00-010
LICENSED INSTALLER: EDWARDS EXCAVATING, TED JOHNSON LICENSE NO. 35-99 PHONE: 970-926-3395
DESIGN ENGINEER: PHONE NO.
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR 3 BEDROOMS
1000 GALLON 2- COMPARTMENT SEPTIC TANK 1125 SQUARE FEET OF ABSORPTION AREA VIA 37 INFILTRATOR UNITS AS REQUESTED
SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE,
AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS. AND DO NOT INSTALL IN
WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE IN-
STALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL.
ENVIRONMENTAL HEALTH APPROVAL JA DATE: AWE 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: 1209 SQUARE FEET (VIA 39 INFILTRATOR UNITS )
INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS IS LOCATED 7 50 DEGREES AND 36 FEET 7 INCHES
FROM THE CLEANOUT.
COMMENTS:
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 !� �i DATE: AUGUST 2, 1999
InQomplete'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
328-8755/927-3823 (Basalt)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER'S
PROPERTY OWNER:
56A
MAILING ADDRESS: a x ��j J L F, , Zo Q1.6-3
APPLICANT/CONTACT PERSON:
LICENSED SYSTEMS CONTRACTOR: A Y0 lz�,
PHONE: 3 a J"" Z3y�
PHONE: 6 23a g
PHONE:
COMPANY/DBA: ADDRESS:
***************************************************************************
PERMIT APPLICATION IS FOR: V) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: f L Alyr-,kyl'y
Tax Parcel Number: Z/ Z`-) -6 3 - G -D 1 Lot Size: �l>�9-�-
Physical Address:i,���l
BUILDING TYPE:. (Check applicable category)—
()'Residential/Single Family NumbLvr f Bedrooms �c
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
TYPE OF WATER SUPPLY:
Well ( )
Public Name
*These systems•require
(Check applicable category)
Spring ( ) Surface
of Supplier:
ign by a Reg*stered
SIGNATURE:
**************** ****** ****** **** ********
P ofessional Engineer
Date: CD
****************** **********
v
AMOUNT PAID: RECEIPT # : /d L 7�� DATE: _ 101`1 Ss
CHECK # : CASHIER:
Incomplete Applications Will NOT Be Accepted
-(Site Plan MUST be attached)
ISDS Permit ,# _AL-q
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE.- EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER'S
PROPERTY OWNER: �iv'N� �� O A
MAILING ADDRESS: O X L G U AIA � PHONE : 3 a r}Y' G3U
APPLICANT/CONTACT PERSON: PHowv! 3z� Q
LICENSED SYSTEMS CONTRACTOR: / Yp -q% PHONE:
COMPANY/DBA: ADDRESS:
***************************************************************************
PERMIT APPLICATION IS FOR: V ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: (� f J f�����
Tax Parcel Number: Zy 7�, -0 Z, 3 - U CJ Lot Size• i f�� 4--
Physical Address:i,��,`-iiG� 12,,44) - 1�
BUILDING TYPE:. (Check applicable category) 3
�() Residential/Single Family Numb r f Bedrooms
( j Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
TYPE OF WATER SUPPLY: (Check applicable category)
�() Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These systems require design by a R'tered P ofessional Engineer
SIGNATURE: egsDate: 3'30 9�
AMOUNT PAID: 'J O `�- RECEIPT #: (c� DATE:
CHECK #: K � BCASHIER: J
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagie-county.com
EAGLE COUNTY, COLORADO
DATE: June 15, 1999
TO: Edwards 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. 1852-99, Tax Parcel
#2479-023-00-010. Property Location: Lot #1, Evening Star Subdivision, Forest
Rd. 731, Isom residence.
Enclosed is your ISDS Permit No. 1852-99. 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.
Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need
to be completed before you call for your final inspection. Also, please note any special
conditions which may have been placed on the permit. If all items are not completed, a
reinspection fee of $42.50 must be paid before a reinspection is made.
Please call our office well in advance to allow for scheduling of final inspection. Your building
permit TCO will not be issued until final approval has been given for the ISDS Permit.
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
Enclosures: ISDS permit # 1852-99; ISDS Final Inspection Completeness Form
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
August 2, 1999
Innes Isom
P.O. Box 95
Eagle, CO 81631
EAGLE COUNTY, COLORADO
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1852-99, Tax Parcel #2479-023-00-010. Property location: 5950
Forest Service Rd. 731, Eagle County, CO.
Dear Mr. Isom:
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,
5:
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Informational Brochure
Final ISDS Permit
cc: files
ISOM & ASSOCIATES
Architecture Land Planning Project Management
March 30, 1999
Environmental Health Office
Eagle County
P.O. Box 179
Eagle, CO 81631
Re: ISDS Permit for Innes & Lisa Isom
Dear Environmental Health:
Please find attached the ISDS Permit Application and check for $150.00 to cover the ISDS
Application fee for the Innes & Lisa Isom Residence, Lot 1, Evening Star Subdivision. Please
note there was a Percolation Test performed in July of 1998
If you have any questions, please feel free to contact this office
Sincerely,
Stephen R. Isom
jhl,ICr� S et' �15Fa � S'o'�,
9827ISDS033099
P.O. Box 9 Eagle, Colorado 81631
(970) 328-2388
FAX 328-6266
Fwl
G< tech
June. K 1999
l-Iepwssrrh-Pawlak Geotechnical, Inc
1)',)0 (:ou,sty Road B 4
Glenwood Springs, Colorado 8160t
t' h ov e: 970-9 4 i.798 8
Fax: 970-94i-84 tip}
lip gviAP III) get) tedixotu
Steve Isom
c/o Isom aad Associates �
E'.O_ Box 9
Eagle, Colorado 8.1631 Job No, 199 444
Subject; Observation of Excavation, Proposed Residence, '1"aylor Hill near Camp
slate:, Eagle County, Colora(lo,
Dear SLC:Ve;
As requested, a representative of Hepworth-Pawlak Geotechnical, hic, observed the
excavat.ioll. at the subject site oil June; 8, 1.999 to evaillate the soils exposed for
founda[ion suppoil, The findings of our work. and reconumadations for the foundation
design are presenters in this report. The work was clone in accoc(la ce with our
til;rel:itlent tnr ;e_()tcClltllcal etttytilL'c'l'lllg S�rvleGS to you, datod .[tine L, 1999, Evaluation
of potential gcologic har u•ds or subsidence due to underground mine:works in the area
are beyond the scope Of ot►r work,
The residcn.e.c will be a wood frame structure above a walkcxlt lower level. C:oncretc:
spread footirll s atld fc)uadation walls core proposed for -the building support. Tfic.
(lownhill Front deck will be. supported on a rc;lw of colurtitls.
At the tirrtc of our visit to the site, the foundation excavation had been cut in two levels
from 3 to 8 feet below the adjacent ground surface. I'here was a 4 toot sLe.p down from
the main cxcavat► m level to the front daylight area. Tile Soils exposed in the bottom of
(lie excavation con,sV l d of sandy clay with gravel and scattered cobbles. Results of
Swell -consolidation Lest►ng perforitied on a saitiple of the clay taken Fronl the site,
shown oil Fig. 1, indicate low to.Inoderate (;oinpressib►lity and a mirior expansion
potential whell wetted. •Cite laboratory testing resents are summarized in Table 1. There
was a minor ailloutlt of seepage in the front tress depth treiiell, Otherwise, there was ao
groundwater and tlic soils were Taoist. The profile pit loeated �Ibotit 75 feet sauthwest
of tliC building excayaLiorl exposeEt )irnihi r sandy claock fl""a;?ment soil and no
Free water to the pit depth of 7 feet.
------
Considering the conditions exposed ill the excavation and the nature of the proposed
construction, spread Footings placed oil tllvr andlsturbed xiatural soil designed for an
allowable sail bearing pressure or2,000 psf should be adequate for support of the
propose(:l uQsiderlce. The bearing soils tend to compress or expand when loaded and
wetted and there could be sonle post -construction movernent of the foundation it the
bearing soils become wet. Footings should be a 111tilinluirl width of 16 inches for
conti.nuou . walls and 2 lest for colltnllls. Loose and disturbed soils io footing areas
should bo removed arld the bearing level extellcle(l down to the undisturbed natural soils.
'Exterior footings should be provide(1 with adequate soil cover above their bearing
etevat mis 17or frost prote(.tirm. Colttilluous f MIldit:ion walls should be reinforced top
Steve; I.Som
June 111, 1999
F alw '
and bottom to spin local anonialies such as by Wi,;UIlliRg ,all 1111sul)I)ortt cd length of at
least t2 feet. Folindation walls acting as retaining strUeLures shOUld be designed to
resist a lateral eartil pressure; based on an eCllllvalent lucid Unit weight of at least 50 pcf
for on -.Site soil as backfill. A perimeter foundation drain should be provided to prevent_
temporary buildup of hydrostatic pressure behind the basement walls and preverit
wetting; of the lower levol. Structural fill placed withirt floor slab areas carlconsist of
the on -site soils compacted to at least 95 % of standard Proctor dcnsity at a r11()isture
contetlt near optinlunt. Bac:kfill placed around the structure s4okitcl be compacted and
[tie: surf{ace graded to Prevetlt l)011CI1i1g Within gat least 10 fW of the building.
The r{Icutnniondations submitted in this letter are based oil our observation of the soils
exposed within the foundation excavation aril do not incl tide slihsurlaCC exploration to .
evaluate (lie subsurface conditions within the, loaded depth of foundation influence.
This study is Wascd on the assumption that soils hericath the Cootirlgs li,ave equal or
better support than these exposed, The risk of foundation alovettient clay be greater
Otaii in(ht;,ttcxl in this report because of pos,0*-' variations in the subsurface conditions.
In order to reveal t110 nature and extent of variations in the SUIMI[TaCe condi.lioos below
the excavation, (IrillitIg Would t)e required. It is possible the data obtained by
subsurface eXIAoratiora could change the reaomnlctidations contained in this letter.
If there are Fatly questions or if we may be of further assistance, please let tiff know.
Siticerc:ly,
HEPWORTH - PAWE ��OTEC 1-1NICAI., INC.
Steven L. Pa
SI.P/rso
attaclullo nt
7n' A PTn* ow QC_ CT kF trT Unr nct7Q_cnr_nJr • 1� 1 iinalnan �ApTmp_jijz.jnmrlau
HepworthPawlak Geotech TEL:970-945-8454
Jun 14 99 13:38 No.018 P.04
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199 4.4 1 lf-_PWORTH -- PAWLAK
GEOTECHNICAL, INc,. T7)w�l..- CONSOLIDATION TEST RESUI., F1,3
Fig. 1
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_f C, ISDS PERMIT
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT.
OWNER:
LEGAL DESCRIPTION: Lo` r�>�
Ttic.
MAILING ADDRESS: (oo
TYPE OF DWELLING: NUMBER OF BEDROOMS
TEST HOLES PRE-SOAKED: YES_ NO
TIME Wamry nrpTu
1
2
3
1
2
3
1 2
3 1[1
2
0'
Y, ..
,,
�`
301
l
c
fir .
N
�0
2071
S'
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7-
6'
(/
(
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2
7'
I r 3 1i
8 r
Io
ID
k itS
I., ,,,, ,&V S
Time to drop last inch L ,
PERC RATE: �ci r u� ., j SS �- �i� K cl Sum /
pj MINI. TIC T K SIZE:
MINIMUM LEACH FIELD SIZE:
COMMENTS
PERC TEST
ATE:
Environmep.�He, th . Of , cer
rev. 6/90ks .
ISDS Permit # �Z Date 7 7 qq
ISDS Final Inspection
Completeness Form
✓ Tank is gal. Tank Material
✓Tank is located JLLJeit. and;j degrees from
(permanent landmark)
Tank is located ft. and degrees from
(permanent landmark)
Tank set level. ✓ Tank lids within 8" of finished grade.
)✓ Size of field ft2 3� units lineal ft.
Technology 'w (-j 1 fvMW-s
✓ 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.
✓ !n et) and outlet is sealed with tar tape, �gasketc.
Tank has two compartments with the larger compartment closest to the
house.
✓ Measure distance and relative direction to field.
✓ Depth of field 3 ft.
r% Soil interface raked.
vl' Inspection portals at the_end of each trench.
Proper distance to setbacks.
✓ Chambers properly installed as per manufacturers specifications.
(Chambers latched, end plates properly installed, rocks removed from
trenches, etc.)
Type of pipe used for building sewer line 5P,- 3s1 leach field Syn 3S
Other
Inspection meets requirements.
Copy form to installer's file if recommendations for improvement were
suggested.
ACTION TAKEN:
Setbacks
Well Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch
Field 100 25 20 10 50 25 10 10
Tank 50 10 5 10 50 10 * 10
EAGLE -COUNTY ENV. HEALTH
P.O. BOX 179
EAGLE, CO 81631
JOB
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
PRODUCT 204-1(Single Sheets( 205-1(Padded) ®® Inc., Groton, Mass. 01471. To Order PHONE TOLL FREE 1-8*225-6380
P
1
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A
a
Tax Parcel #2479-023-00-010 p - t.oi- < <
Lot #1, Evening Star ISOM /
JOB NAME _ Forest Service Rd# 731 JOB NO.
Ao'i—rlR r e-jr ATmfu
BILL TO
DATE START D
DATE COMPLETED
DATE BILLED
_
1A d- LLI iLLL�L, J-� L fj-
3
JOB COST SUMMARY
`
TOTAL SELLING PRICE
TOTAL MATERIAL
a .- 2. q, L
TOTAL LABOR
O�S�
INSURANCE
SALES TAX
MISC. COSTS
C� r
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 277
JOB FOLDER
Printed in US.A.
EXEMPTION PLAT
EVENING STAR SUBDIVISION
LOT 11 A RESUBDIVISION OF U.S.M.S NO.
IN SECTIONS 2 & 3, TOWNSHIP 8S, RANGE 80W OF THE 61-H P.M.
COUNTY COMMISSIONER'S CERTIFICATE COUNTY OF EAGLE, STATE OF COLORADO'
THIS PLAT APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF EAGLE COUNTY, COLORADO
THIS_ _--DAY OF —__!, A.D.,19___, FOR FILING WITH THE CLERK AND RECORDER
OF EAGLE COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN
HEREON: SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY OBLIGATES EAGLE COUNTY FOR
MAINTENANCE OF ROADS DEDICATED, TO THE PUBLIC UNTIL CONSTRUCTION OF IMPROVEMENTS THEREON
SHALL HAVE BEEN COMPLETED IN ACCORDANCE WITH EAGLE COUNTY SPECIFICATIONS AND THE BOARD
OF COUNTY COMMISSIONERS OF EAGLE COUNTY HAS BY A SUBSEQUENT RESOLUTION AGREED TO
UNDERTAKE MAINTENANCE OF THE SAME. THIS APPROVAL DOES NOT GUARANTEE THAT THE SIZE, SOIL
CONDITIONS, SUBSURFACE GEOLOGY; GROUND WATER CONDITIONS OR FLOODING CONDITIONS OF ANY
LOT SHOWN HEREON ARE SUCH THAT A BUILDING PERMIT, SEWAGE DISPOSAL PERMIT OR ANY OTHER
REQUIRED PERMIT WILL BE ISSUED. I THIS APPROVAL IS WITH THE UNDERSTANDING THAT ALL EXPENSES
INVOLVING REQUIRED !IMPROVEMENTS FOR ALL UTILITY SERVICES PAVING GRADING, LANDSCAPING,
5950
CURBS GUTTERS, SIDEWALKS, ROAD I LIGHTING, ROAD SIGNS, FLOOD PROTECTION DEVICES, DRAINAGE EXISTING ROADS
AND ALL OTHER IMPROVEMENTS THAT MAY BE REQUIRED SHALL BE THE RESPONSIBILITY; OF THE ; HOpE MINE 31) `' 1 TO THE HOPE
SUBDIVIDER AND NOT. THE COUNTY OF EAGLE. S M S # 1g5 MINE (EASEMENT RECORDED
! '� c 1 MINE
(U. / / WITH DEED, BOOK 322, PAGE 073)
flop `N 18531)
1 SMS # / ; n
-
f
(
CHAIRMAN, BOARD OF COUNTY COMMISSIONERS
EAGLE COUNTY, COLORADO /� CORNER
_ S11'00'OC"E 6,
-)7' -
- FOUND PLASTIC CAP -
,F PLS 2183 sssE , .,ZSERVICE
_ f
EST
WITNESS MY HAND AND SEAL OF THE COUNTY OF EAGLE N8105 p0' + N69� ! sew` � i 7331i
6 SEC Fg03.
— — —' --- — — — — s %
--------------------------------T----------- , F BEARING QUARTER CORNER, FOUND 3 1 /2" -- FIVE (U S Y S
CLERK TO THE BOARD OF COUNTY COMMISSIONERS hIr- S 0 AP STAMPED S3 S2 PLS 933: � CENTERLINE �' �� CAPITAN Y
F
t 00'pOE B ALUMINUM C, 92
48 ' S �v, ' F 20' ACCESS ` rn t �•09'42 2g_
J # 5950) EASEMENT(SEE ►� I �; �,
- r TJ NOTE NO.8) 1'I .' - 2806) _
11v E ( ; �� s s. #
0,W _ cn VENING STAR M ,� -I 1 ? N08'31'43"W - rE�INE MINE U.
NER 4(5950) 58t'0 00' , , , n, E LOT t 26g, PAGE y� ' zi i ! 29.48'
COR �- 165 , Lo o ;BOOK = �+•, t 6 ACRES 2 , D4� �" i �,� °�'� �04 )
FOREST SERVICE -
\i �t ROAD #731 AREA �� �2 tk6 „X ul N l[INE (U S-it S #
! G g48) 5950i - ! N .569 (� f cNow's A
F (BK 269 ACRES
t, 3 / Z R OF fJ S. r 1 2 N8�8 E V o N
i AREA i .3 AC _ _
' (REtIlA1NDE 4.50
1 � R 2 5950%
�$ 01'W CORNO E 7)/
~? Icon r I g Oft„w-
_ ,-r- 658
3B'O - - s
65.00
CORNER 3(5950� - �• -
f ACCESS EASEMENT LINE TABLE
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Contra Engineering, Inc.
Ccnwn n Engineers + Lana Surveyors
PA. 9w 3719 - 40 E. Omw Cmo Ord.. Sl ip 1102
Aram. Cowada $1620 1
PH! MS-0125 FAX 845-9M
NUMBER
DIRECTION
DISTANCE
L1
S
62'51'08"
W
50 97'
L2
N
02'46' 18"
W
21.12'
L3
N
01'53' 10"
E
41.85'
L4
N
12' 15' 17"
E
47 54'
L5
N
07'30'43"
W
194 63'
L6
N
79'30'50"
E
I 10.01 '
t-�
r
o0_0, c,tg �°�
Z i00 0 iu0 200 300
�'�— FOUND STEEL POST _
IN STONE MOUND C Q I e I '= I U U
NOTES
L.ECEND
1. BASIS OF BEARING: THE NORTH LINE OF THE EVENING STAR MINE (U.S.M-S # 5950) BEING A as - FOUND 4" X 4" WOOD POST IN STONE MOUND
LINE CONNECTING A FOUND ORIGINAL POST IN STONE MOUND AND A SET NO 6 REBAR AND
2.5" ALUMINUM CAP STAMPED CONTRA LTD. PE-PLS 5447• AT CORNER NO. 1 U.S.M.S 5950. BEARING
NORTH 81'00'00" EAST AS SHOWN.
2. THERE IS AN EXISTING FOREST SERVICE ROAD (NO. 731), FROM U.S. HIGHWAY NO. 24 TO THE
PROPERTY AND IT CONTINUES THROUGH THE EVENING STAR TO OTHER PROPERTIES.
3. THERE EXISTS AN ACCESS EASEMENT ACROSS THE EVENING STAR -TO THE HOPE MINEAND -'
IS RECORDED IN BOOK 322, PAGE 073. DIMENSIONS OR WIDTH ARE NOT RECORDED-
i
4. AREA OF PARCEL 1 IS 4.116 ACRES OR 179286 S.F.
5. DATE OF SURVEY 1-30-98.
6.THE PURPOSE OF THIS PLAT IS TO LEGALLY SUBDIVIDE AND PLAT THE EVENING STAR LODE
MINING CLAIM IN ACCORDANCE WITH EAGLE COUNTY LAND USE REGULATIONS, SECTION 2.15-03
EXEMPTION FROM SUBDIVISION REGULATIONS.
7. CORNER NO.2 OF THE EVENING STAR WAS FOUND IN PLACE 0.77' INTO THE GEORGE ALLEN MINE.
SINCE THE GEORGE ALLEN MINE IS A SENIOR CLAIM I HAVE HELD THE WEST LINE OF THE GEORGE
ALLEN. I THEN WENT THE RECORD 675' FROM THE THE EVENING STAR CORNER NO. 2 PER THE DEED
FOR PARCEL ONE OF THE EVENING STAR TO ESTABLISH THE SOUTHWEST CORNER OF PARCEL ONE.
j 8. THE ACCESS EASEMENT'S CREATED BY THIS PLAT, ARE FOR THE EXCLUSIVE USE OF THE HOPE
f MINE FOR THE PURPOSE OF INGRESS AND EGRESS. THE EASEMENTS SHALL FOLLOW THE EXISTING
ROADS ACROSS SAID PARCEL ONE OF THE EVENING STAR TO ACCESS THE HOPE MINE AS SHOWN.
ACCURACY OF THE ACTUAL ROAD'S LOCATION ARE LIMITED BY HEAVY SNOW COVER AT THE TIME C•F
THE SURVEY
SURVEYOR'S CERTIFICATE
I, GREG ELDRIDGE, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER
THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS TRUE, CORRECT AND COMPLETE PLAT GF
THE EVENING STAR LODE MINING CLAIM, A RESUBDIVISION OF U.S.M.S. NO. 5950 AS LAID OUT,
PLATTED, DEDICATED AND SHOWN HEREON. THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF
SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THAT THE LOCATION AND
DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED
UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF
LAND. IN WITNESS HE OF, I HAVE SET MY HAND AND SEAL THIS,`.' ; DAY OF
-- ----- A.D., 1998/ ,
GREG ELDRIDGE PLS #
s
. -
p .
-
Hit!
L.'
REPLACED WITH 2.5" ALUMINUM CAP AND NO. 6 REBAR
SET IN CENTER OF STONE MOUND, STAMPED PE-PLS 5447
ORIGINAL POST LEFT ALONGSIDE, MONUMENT RECORDS
FILED WITH THE STATE AND COUNTY.
= SET NO. 5 REBAR AND 1.5" ALUMINUM CAP STAMPED CONTRA LTD- PE-PLS 5447
= FOUND 5/8" REBAR, AND ALUMINUM CAP PLS 9337
VICINITY MAP —SCALE 1 "=2000'
E1 UL �,OL;NTY FILE NO. SE— 0�
-CERTIFICATE OF DEDICATION AND OWNERS5 Id
HI
KNOW ALL MEN BY THESE PRESENTS THAT JIM COWAN, BEING SOLE OWNER IN FEE SIMPLE,
MORTGAGEE OR LIENHOLDER OF ALL THAT REAL PROPERTY SITUATED IN EAGLE COUNTY, COLORADO
DESCRIBED AS FOLLOWS: EVENING STAR' SUBDIVISION LOT 1, A RESUBDIVSION OF THE EVENING STAR
I LODE MINE; CONTAINING 4.116 ACRES MORE OR LESS; HAVE BY THESE PRESENTS LAID OUT, PLATTED
AND SUBDIVIDED THE SAME INTO LOTS AND BLOCKS AS SHOWN ON THIS FINAL PLAT UNDER THE
NAME AND STYLE OF EVENING STAR SUBDIVISION, LOT 1, A RESUBDIVISION OF U.S.M.S. NO. 5950, A
SUBDIVISION IN THE COUNTY OF EAGLE;: AND DOES HEREBY ACCEPT THE RESPONSIBILITY FOR THE
COMPLETION OF REQUIRED IMPROVEMENTS; AND DOES HEREBY DEDICATE AND SET APART ALL OF THE
I PUBLIC ROADS AND OTHER PUBLIC IMPROVEMENTS AND PLACES AS SHOWN ON THE ACCOMPANYING
PLAT TO THE USE OF THE PUBLIC FOREVER; AND DOES HEREBY DEDICATE THOSE PORTIONS OF SAID
REAL PROPERTY WHICH ARE INDICATED AS EASEMENTS ON THE ACCOMPANYING PLAT AS EASEMENTS
FOR THE PURPOSE SHOWN HEREIN; AND DOES HEREBY GRANT THE RIGHT TO INSTALL AND MAINTAIN
NECESSARY STRUCTURES TO THE ENTITY. RESPONSIBLE FOR PROVIDING THE SERVICES FOR WHICH THE
EASEMENTS ARE ESTABLISHED.
- I
EXECUTED HIS __ _DAY OF _ I ?__, A.D , 1998
OWNER -- - - ---- ADDRESS IZ
----------------------- ----- —------------ - ---
STATE OF COLORADO)
SS
COUNTY OF EAGLE) I
THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE
ME THIS DAY OF __—_ MAy---- ----- A.D. 1998, '
BY
MY" COMMISSION EXPIRES
WITNESS MY HAND AND OFFICIAL SEAL •a
NOTA Y PUBLIC -
TITLE CERTIFICATE
E4Zr_ t-w f�Fia/�9GE _ —_ DOES HEREBY CERTIFY THAT I HAVE EXAMINED 1
T TIT E TO ALL N S N UPON-THI PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN
9_ `y•�____ri FREE AND CLEAR OF ALL LIENS, ft2fe AND
ENCUMBRANCES, EX_txEPT�AS FOLLOWS:
---------_=—��-—— --------=--------------------------------- ----
- - — - - - - - --------- - - - - - - - - — - - - - - — - - - - - - - - — - - - - - - - - - - — - - - -
- - - - - -
I
DATED THIS {-) FRAY OF Y'L�,A.D., 1998
f�ti
AGENT--- --t _ --- ------------------ -
0— 1
i
I
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER AT —_
O'CLOCK -------- ON THIS --------- ;DAY OF -1998 AND IS DULY RECORDED
IN BOOK _�-_�_—, PAGE NO. — ------
CLERK AND RECORDER — — BY. ------- - -- - -- - - -- -% - - -
DEPUTY /
CERTIFICATE OF TAXES PAID
I, THE UNDERSIGNED, DO HEREBY CERTIFY TH T E ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE
AND PAYABLE AS. OF -�' _--__--------- _ UPON ALL PARCELS OF
REAL ESTATE DESCRIBED ON THIS PLAT ARE PA1 tN FULL. —
DATED THIS _�a?�--------- DAY OF ------------. A.D., 1998
L� _
TREASURER OF EAGL COUNTY u Q(�035
�d I
I
NOTICE- According to Colorado law you
must commence any legal action based
upon any defect in this survey within three
years after you first discovered such
defect. In no event, may any action based
upon any defect in this survey be
commenced more than ten years from the
date of the certification shown hereon.
I
� i
