HomeMy WebLinkAbout803 Brush Creek Rd - Eagle Ranch Sales Office - 210904312001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
Eagle County Department of Environmental Health PERMIT N_ 0 0867
P.O. Box 850 - 550 Broadway
REPAIR Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE
BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM
Owner: Henry Catto Telephone: 328-1359
Address: P.O. Box 1320 Eagle, CO 81631
System Location: 803 Brush Creek Road
Licensed Installer: Randy Hill License Number:
Conditional installation approval is hereby granted for the following:
Minimum requirements: 1998 Gallon Septic Tank or Aerated Treatment unit
Absorption area of dispersal area computed as follows:
Percolation rater_ Inch in Minutes
Absorption area per bedroom Sq. Ft.
Number of Bedrooms X Sq. Ft. minimum requirement per bedroom -
equals Total Sq. Ft. minimum requirement
Special Requirements: M! owjo Sy C,y_jQr) 59C /4 TJICE- e S fr- e-s — at e u e-Ju0-e
k1R0m eea mC�,�
Date: August 26, 1988 Environmental Health Officer: Sid Fox S
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, C.R.S. 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 cause for both legal action and
revocation of the permit.
3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to
be licensed according to the regulations.
FINAL APPROVAL OF SYSTEM:
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: 7S(- SQ. FT. l X 4 2-
INSTALLED SEPTIC TANK: a" 1000 GALLONS; DEGREES; FEET
DESIGN ENGINEER OF SYSTEM:
INSTALLER OF SYSTEM: IZArj o', tj i l l PHONE:
SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR
AERATED ACCESS PORTS ABOVE GRADE: YES NO
PROPER MATERIALS AND ASSEMBLY: YES ✓1 NO
COMPLIANCE WITH PERMIT REQUIREMENTS: YES NO
COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES ✓ NO
COMMENTS:
(Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when
work is completed.)
DATE (Final Approval)[-0 ENVIRONMENTAL HEALTH OFFICER:
DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER:
RETAIN WITH RECEIPT RECORDS
Name of Applicant: HpnrV Cattn Name of Owner: Henry C.attn
Amount Paid: 1 qn nn Receipt Number: 301 Date: 8-22-RR Cashier: April
CHeck # 003
PERMIT
White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner
;s APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
sio
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY 32
P. 0. BOX 179
EAGLE, COLORADO 81631
949-5257 Vail 328-7311 Eagle 927-3823 Basalt
PERMIT APPLICATION FEE 150.00 I PERCOLATION TEST FEE $125.00
NAME OF OWNER:
MAILING ADDRESS:
NAME OF APPLICANT (If different from owner):
ADDRESS:
DESIGN ENGINEER OF SYSTEM (If applicable):
ADDRESS:
PHONE: ��io?�' ,35 c,�'
PHONE:
PHONE:
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM:
LICENSED INSTALLER: ,,''YES, ( ) NO T
ADDRESS: 6 O-Z !%C �2�¢.c,. /elj r7y CLc.,c yycr PHONE:
PERMIT APPLICATION IS FOR: EW INSTALLA ION ( ) ALTERATI
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Physical Address:
Parcel Number:
Legal Description:
t Size:
BUILDING OR SERVICE TYPE (Check applicable category):
Residential - Single Family ( ) Residential - Fourplex
( ) Residential-- Duplex ( ) Commercial (Type)
( ) Residential'- Triplex
NUMBER OF PERSONS: 3 - � NUMBER OF BEDROOMS: �L
WASTE TYPES Check a licable categories :
Commercial or Institutional (Dwelling
( ) Non -Domestic Wastes ( ) Transient Use
Garbage Disposal ( 4-�- Dishwasher
( c,1—Automatic Washer ( ) Spa Tub
( ) Other (Specify):
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
Septic Tank Composting Toilet ( ) Incineration Toilet
( ) Vault Privy ( ) Greywater ( ) Chemical Toilet
( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use
( ) Other ( ) Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES NO
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES ( ) NO
WATER CONSERVATION PLAN: ( ) YES ( ) NO
NOTE: The Environmental Health Office may reduce the required absorption area upon
approval of an adequate water conservation plan.
SOURCE AND TYPE OF WATER SUPPLY: (4-T- Well ( ) Spring ( ) Creek/Stream
Give depth of all wells within 200 feet of system: N '(\
If supplied by community water, give name of supplier: A Gc C-
INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER:
GROUND CONDITIONS: Percent ground slope Le 0 c k
Depth to Bedrock (Per 8' profile hole
Depth to Groundwater table 1gPPr?0'y\. L/
SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1
Minutes per inch in Hole #2
Minutes per inch in Hole #3
FINAL DISPOSAL BY:
(� Absorption Trench, Bed or Pit ( )
( ) Above Ground Dispersal ( )
( ) Under Ground Dispersal ( )
( x ) Other MojNc,
Evapotranspiration
Sand Filter
Wastewater Pond
AMOUNT PAID:(.` RECEIPT NUMBER% DATE:
Z-- -2,
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
(Environmental Health Dept. - Rev. 4/88)
EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
October 3, 1988
Randy Hill
754 Valley Road
Gypsum, CO 81637
Dear Randy,
Upon review of the application and a_site visit, I have specified
the following for repair of the Eagle One Ranch sewage disposal
system(s):
A 1000 gallon septic tank for the main house;
A 750 gallon; septic OR 1000 gallon tank for the smaller house.
The wastewater can be piped -to a common mounded leach field
according to the attached specification.
The permit for this work will be issued shortly. Permission
is hereby granted to Randy Hill to initiate repair of this system.
SF/ar
Encl.
xc: File
Sincerely,
Sid Fox
Environmental Health Officer
TO Ile aA V
cap Ray s r� C `1 �' � J ► 11
4 ;Vv"p a-- tprpf f ► c 40
Board of County Commissioners
P.O. Box 850
Eagle, Colorado 81631
Assessor Clerk and Recorder Sheriff Treasurer
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
JOB NAME
JOB NO.— ��2 2
JOB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
PERMIT NO. 867 Z
ILI
OWNER: Henry Catto
LOCATION: 803 Brush Creek Road Eagle, CO 81631
INSTALLER: Randy Hill - Triple H Construction
SIZE OF TANK: Two 1,000 gallon tanks
DWELLING: 4 Bedroom residence
PERC RATE:
ABSORPTION AREA: 756 square feet
FINALIZED: 9/88 BY: Sid Fox
ti
717
A`*-
ra
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
Eagle County Department of Environmental Health PERMIT N® 0881
P.O. Box 850 - 550 Broadway
Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE
BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM
Owner: Henry & Jessica Catto Telephone: 328-7359
Address: P. 0. Box 1320 Eagle, CO 81631
System Location: 0803 Brush Creek Road Eagle, CO 81631
Licensed Installer: Randy Hill/Triple H Construction License Number: 020-88-I
Conditional installation approval is hereby granted for the following:
Minimum requirements: 10M Gallon Septic Tank or Aerated Treatment unit
Absorption area of dispersal area computed as follows:
Percolation rate: Inch in Minutes
Absorption area per bedroom Sq. Ft. C j
Number of Bedrooms X Sq. Ft. minimum requirement per bedroom -
equals S� Z Total Sq. Ft. minimum requirement UPT1 d13
Special Requirements:
f
k.) A mound system to be
Date: 10-4-88 Environmental Health Officer: ?�� Sid Fox
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, C.R.S. 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 cause for both legal action and
revocation of the permit.
3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to
be licensed according to the regulations.
FINAL APPROVAL OF SYSTEM:
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: 2 54— SQ. FT. / 1�q- 2—
INSTALLED SEPTIC TANK: 1600 GALLONS; _ 310 DEGREES; V-5- FEET
DESIGN ENGINEER OF SYSTEM:
INSTALLER OF SYSTEM: Wa�jpy PHONE:.
SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR
AERATED ACCESS PORTS ABOVE GRADE: YES NO
PROPER MATERIALS AND ASSEMBLY: YES NO
COMPLIANCE WITH PERMIT REQUIREMENTS: YESy NO
COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES NO
COMMENTS: PGS�N6 ( RAJ K N07- &MPf 11�D
(Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when
work is completed.)
DATE (Final Approval) 1/ 21 0ENVIRONMENTAL HEALTH OFFICER: f!2��7�
DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER:
RETAIN WITH RECEIPT RECORDS PERMIT
Name of Applicant: Henry & Jessica Catto Name of Owner: Same
Amount Paid: $275.00 Receipt Number: 390 Date: 9-2-88 Cashier: J . Brophy
Check # 1057
White and Pink Copies Environmental Health Department Yellow Copy - Applicant / Owner
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY No. 2
P. 0. BOX 179
EAGLE, COLORADO 81631
949-5257 Vail
328-7311 Eagle
927-3823 Basalt
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00
NAME OF OWNER: d.-:We q4 Jn&/cA 6. ft
MAILING ADDRESS:
NA14E OF APPLICANT (If different from owner):
ADDRESS:
PHONE: ?26
PHONE:
DESIGN ENGINEER OF SYSTEM (If applicable):
ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: ; /��LL J7i�I A/C�✓S%,�
LICENSED INSTALLE : ( }n YES ( ) NO
ADDRESS: 7��/ 0das, 1264 &?Prom PHONE:
PERMIT APPLICATION IS FOR: ( X) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Physical Address: 0803 RUS '-r�
Parcel Number: QjD9 -05Q- 40-.00)(n Lot Size:
Legal Description: Ste- IC
BUILDING OR SERVICE TYPE (Check applicable category):
K Residential - Single Family ( ) Residential - Fourplex
( ) Residential - Duplex ( ) Commercial (Type)
( ). Residential,- Triplex
NUMBER OF PERSONS: r-LVJk NUMBER OF BEDROOMS: Two
WASTE TYPES Check apDlicable categories
( ) Commercial or Institutional ( ) Dwelling
( ) Non -Domestic Wastes (x) Transient Use
( ) Garbage Disposal (>Q) Dishwasher
( ) Automatic Washer ( ) Spa Tub
( ) Other (Specify):
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
X Septic Tank
Composting Toilet ( )
Incineration Toilet
( ) Vault Privy
( ) Greywater ( )
Chemical Toilet
( ) Pit Privy
( ) Aeration Plant ( )
Recycling, Portable
Use
( ) Other
( )
Recycling, Other Use
WILL EFFLUENT BE DISCHARGED
DIRECTLY INTO WATERS OF THE STATE:
( ) YES.
NO
IS SYSTEM DESIGNED FOR LESS
THAN 2,000 GALLONS PER DAY:
(x) YES ( )
NO
WATER CONSERVATION PLAN:
( ) YES ( )
NO
NOTE: The Environmental Health Office may reduce the required absorption area upon
approval of an adequate water conservation plan.
SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek/Stream Cco) klAm
Give depth of all wells within 200 feet of system:
If sup -plied by community war, gi ie�name of supplier: Fg6AC _ F,
INFORMATIW BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER:
GROUND CONDITIONS: Percent ground slope
SOIL
Depth to Bedrock (Per 8' profile hole)�► B
Depth to Groundwater table . , +
PERCOLATION TEST RESULTS: Minutes per inch in Hole #1
Minutes per inch in Hole #2
Minutes per inch in Hole #3
FINAL DISPOSAL BY:
( Absorption Trench, Bed or
( ) Above Ground Dispersal
( ) Under Ground Dispersal
( X) �jther Ymou"D
AMOUNT PAID:`-
RECEIPT
I
Pit ( ) Evapotranspiration
( ) Sand Filter
( ) Wastewater Pond
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
(Environmental Health Dept. - Rev. 4/88)
DATE:
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EXHIBIT A
LEGAL DESCRIPTION
Covering the Land in the State of Colorado, County of Eagle , Described as follows:
PARCEL A:
r�.
TOWNSHIP 3 SOUTH, RANGE 84 WEST:
The following described lands In said township, according to the Independent
Resurvey of Township 3 South, Range 84 West of the 6th P.M., accepted June 6,
1923 (all references to "Book", "Page", and "Document" refer to records In the
office of the Clerk and Recorder of Eagle County, Colorado):
TRACTS 37, 38, 39, 40, 42,
LOTS 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, and 18, AND SW1/4N.E1/4, In
SECTION 30.
LOTS 6, 7, 8, 9, 11, 13, 14, 16, 19, 20, 21, 22, 23 AND 24 IN SECTION 31.
TOWNSHIP 4 SOUTH, RANGE 84 WEST:
The following described lands in said township, according to the Independent
Resurvey of Township 4 South, Range 84 West of the 6th P.M., accepted June 6,
19231
TRACTS 39, 41 AND 42.
COT 17 IN SECTION 5
LOTS 10, 12, 13, 14, 15, 16, 19, 20, 21, 22, 23, 24, AND 25, AND N1/2Sh'/14, In
SECTION 6.
N1/2 NE1/4 AND SE1/4 NE1/4 OF SECTION 7.
LOT 3 IN SECTION 8.
All that Part of Lot 2 and all that part of the South half of the Northwest
quarter (S1/2PW1/4) of Section 8 lying West of the following described
division line, to -wit:
Beginning at a point on the South boundary of Tract 38, whence Corner No. 4 of
said Tract 38, bears N. 26013140" W. 1440.22 feet distant;
thence S. 540221 W 466.67 feet;
thence S. 33*171 W 320.7 feet;
thence S. 45° W 653.4 feet;
thence S. 100511 W 471.43 feet to a point on the South boundary of the SW1/4
of NW1/4 of Section 8.
TOWNSHIP 3 SOUTH, RANGE 85 WEST:
The following described lands In said township, according to the Independent
Resurvey of Township 3 South, Range 85 West of the 6th P.M., accepted June 6,
1923:
TRACTS 38 AND 39.
LOTS 1, 6, 7, 8, 9, 10, 11 AND 12, AND SW1/4, In SECTION 24,
LOTS 5 AND 6 AND W1/2, OF SECTION 25.
SECTIONS 26, 34 AND 35.
SECTIONS 27.
SEi/4SW1/4, Si/2SE1/4, AND SE1/4NE1/4 OF SECTION 22.
E1/2SE1/4, SW1/4, AND SW1/4 W 1/4 OF SECTION 23.
SE1/4SE1/4 OF SECTION 33.
EXHIBIT A
CONTINUATION PAGE 2
TOWNSHIP 4 SOUTH, RANGE 85 WEST: '
The following described lands In said Tcwnsh!
Resurvey of Township 4 South, Range 85 f according to the Independent
1923:West of the 6th P.M-, accepted June 6,
LOTS 50 6, 7, 8 AND 9 AND S1/2 NV1/4 AND SW1/4 NE1/4, IN SECTION I.
LOTS 5, 6, 7 AND 8 AND S1/2WI/4, IN SECTION 2.
LOTS 5, 6, 7 AND 8 AND S/12N1/2, IN SECTION 3.
LOT 5 AND SEI/4NE1/4 IN SECTION 4.
EXCEPTING FROM THE, ABOVE DESCRIBED TRACTS OF LAND THE FOLLOWING:
All that portion of 'Lots 8 and 9, In Section 24, Township 3 South, Range 85
West, as set forth in the Deed recorded in Book 114 at Page 279.
and
W1/2N41/4 of Section 27, Township 3 South, Range 85 West.
PARCEL 8:
TOWNSHIP 5 SOUTH, RANGE 84 WEST
The following described lands In Township 5 South, Range 84 West of. the 6th
P.M., according to the Independent Resurvey of Township 5 South, Range 84 West
of the 6th P.N,., accepted June 6, 1923 (al I references to "Book", "Page", and
"Document" refer to records in the Office of the Clerk and Recorder of Eagle
County, Colorado).
Tracts 37, 42; 48, 530 540 56, 57, 71, 43, 44, 55, 58, 59, and 60.
Tract 38: That portion of Tract 38 described as the S112SE114 of Section `4 In
the original survey of said Township, dated April 24, 1882.
Tract 45: That portion of Tract 45 in Sections 4 and 5 described by the Deed
recorded at Book 211 at Page 248.
Tract 47: Those portions of Tract 47 In Section 5 described as the NE1/4Sn11/4
and SW1/4NE1/4 of Section 5 in the original Survey of said Township, dated April
24, 1882.
Tract 49: That portion of Tract 49 included within lands described by the Deed
recorded at Book 211, Page 248, as the "Ei/2 of SW1/4" of Section 5.
Tract 70: Those portions of Tract 70 In Sections 9, 10, 15 and 16 referred to
as N1/2NE1/4, S1/2NE1/4, E1/2 WI/4, SE1/4, and E1/21/4 of Section 16 in the
original Survey of said Township datSW
ad April 24, 1882.
SE1/4WI/4, NE1/4SW1/4, AND W1/2SW1/4 of Section 21.
LOTS 1, 2, 3 AND 4, AND SWi/4NE1/4 AND NW1/4SE1/4, IN SECTION 28.
EXCEPTING FROM THE ABOVE DESCRIBED TRACTS OF LAND THE FOLLCWING:
That portion of Tract 43 In Section 5, Township 5 South, Range 84 hIest, as
set forth in Deeds recorded In Book 126 at Page 275; Book 87 at Face 310;
Book 127 at Page 107; and The Mayer Addition according to the plat flied
as document no. 88599.
and
That portion of Tract 44 lying within Section 4, Township 5 South, Range
84 West.
and
That portion of Tract 45 in Sections 4 and 5, Township 5 South, Range 84
West, as set forth in Deeds recorded In Book 87 at Page 310 Book 127 at
Page 107; Book 82 at Page 566; and The Mayer Addition aC-c;rding to the
Plat f I I ad as document no. 88599.
EXHIBIT A
CONTINUATION PAGE 3 ;;�•
and
That portion of Tract 47, In Section 5, Township 5 South, Range 84 West,
as set forth in Deeds recorded In Book 135 at Page 85; Book 82 at Page
566, and The Mayer Addition according to the Plat filed as document no.
88599.
and
That portion of Tract 55, in Section 9, Township 5 South, Range 84 West,
as set forth in the Deeds recorded in Book 166 at Page 391, and Book 218
at Page 89.
and
and
That portion of Tract 58, in Sections 9 and 10, Township 5 South, Range 84
West, as set forth in Deeds recorded in Book 126 at Page 3 and Book 211 at
Page 247.
That portion of Tract 59, In Section 10, Township 5 South, Range 84 West,
as set forth in the Deed recorded In Book 218 at Page 89.
and
That portion of Tract 60, In Section 10, Township 5 South, Range 84 West,
and as set forth in the Deed recorded in Book 218 at Page 89.
ALSO EXCEPTING FROM The lands described above the Parcels of land
described In Instruments recorded as follows:
Book/Page Book/Page
165/537 379/539
252/423 385/166
135/85 388/423
and 470/381
The Mayer Addition to the Town of Eagle, as described on Plat filed as
Document No. 88599.
and
ALSO EXCEPTING 17 Parcels of land to the Brush Creek Operating Acreernent
No, 1, recorded October 10, 1979, In Book 292 at Page 427 as Reception No.
188824 which said 17 Parcels of land are Identified therein as follows:
Parcel 2037 Parcel 1719
Parcel 3021 Parcel 3359
Parcel 2941 Yost Addition
_. r-..<...m.. Parcel 2677 Kurtz Extentlon
Parcel 2441 3 Acre Addition to 2802
Parcel 2535 The Bull Pasture
Parcel 2802 Elghty-Eight Acre
Micah A Micah B
and
Gershon
EXCEPTING FROM PARCEL B all that Portion lying Northerly of The Brush
Cr..eek Road as same crosses Parcel B.
PARCEL C:
TOWNSHIP 3 SOUTH RANGE 85 WEST OF THE 6TH P.M.
SECTION 36: ALL
EXHIBIT A
CONTINUATION PAGE 4
✓PARCEL D:
A.parcel of land located In Tracts 47, 48 and 49, Section 5, Township 5 South,
Range 84 West of the Sixth Principal Meridian, Eagle County, Colorado according
to the Independent Resurvey of said Township and Range as approved by the U. S.
Surveyor General in Denver, Colorado on June 20, 1922; being more particularly
described as follows:
Beginning at an existing Brass Cap marking Corner No. 2 of Tract 48herein based on a bearing
, also being
Corner No. 7 of Tract 47, with all bearings contained
between Fifth and Broadway and Second and Broadway being N. 00033f0011 h'.; thence
N. 87*4813211 E. 242.23 feet along a parcel of land described In Book 135 at Page
85 of the Eagle County Records also being the northerly line of Tract 48, line
1.-2; thence N. 01048100" E. 55.58 feet to a point on the Eagle Town Boundary and
The Bull Pasture Subdivision; thence along said boundaries and existing fence
line the following seven (7) courses:
1) N. 88058111" E. 124.22 feet
2) S. 4000710311 E. 370.67 feet
3) S. 6700711511 E. 248.51 feet
4) N. 58°40133" E. 94.08 feet
5) S. 72021156" E. 104.82 feet
6) S. 2500313811 E. 218.94 feet
7) S. 6205312611 E. 255.38 feet
pointto a
he
teasterly
e of Tract 1Ethence andexistingfnceline S. 00°022811E. 639,gtoCornerNo. 6
of Tract 48; thence S. 020141071, W. 1317.46 feet to a point on the Southerly
line of Tract 48 being Corner No. 1 of Tract 53; thence along said Southerly
line of Tract 48 S. 83°08139" W. 1380.72 feet to Corner No. 3 of said Tract 48
also being corner no. 4 of Tract 49, an existing brass cap monument; thence
along the Southerly Ilne of Tract 49, 1Ine 3-4, S. 89055151" W. 1272.12 feet to
a point on a private parcel of land known as "Parcel 411 of the Montgomery Tract;
thence along said boundary N. 00*58 09 W. 1370.96 feet to Corner No. 6 of sold
Tract 49 also being Corner No. 5 of said Tract 47, a brazed cap re-establTfhed
by P.L.S. 14551, thence continuing along said boundary N. 02°40'00" E. 10.23
feet to a point on a prlvate.parcel of land known as the "Montgomery Tract";
thence along said boundary S. 74*4712011 E. 3.45 feet to a point on an existing
fence Iine; thence continuing along said boundary and fence Ilne N. 02°38'10" E.
597.03 feet to a brazed cap monument set by P.L.S. 14551 on a private parcel of
land known as the "Mullen Tract" recorded In Book 223 at Page 929 of the Eagle
County Records; thence along said boundary and existing fence line the following
two (2) courses:
1) N. 02025120" E. 581.62 feet
2) N. 0202313011 E. 33.00 feet
to a point on the approximate centerline of Brush Creek also being a point on
the West boundariesaN.eAddIton 02*23130"Boundary
E. 83.92 afeethto Cornerle oNo.B4uOfasaidtTract 47oalsoald
continbeing
uingealong said boundar9esaN.e8702613311E. 1321.54n eetttothence
the point of
beginning.
EXCEPTING, therefrom, however, rights -of -way for roads, rbllroads, ditches and
utilities of record or as same exist.
Qc 2 rn i T
7.2.4.4 CONSTRUCTION
A. Site Preparation
Good construction techniques are essential if the mound is to function
properly. The following techniques should be considered:
Step 1: Rope off the site to prevent damage to the area during other
construction activity on the lot. Vehicular traffic over the
area should be prohibited to avoid soil compaction.
Step 2: Stake out the mound perimeter and bed in the proper orienta-
tion. Reference stakes set some distance from the mound
perimeter are also required in case the corner stakes are
disturbed.
Step 3: Cut and remove any excessive vegetation. Trees should be cut
at ground surface and the stumps left in place.
Step 4: Measure the average ground elevation along the upslope edge
of the bed to determine the bottom elevation of the bed.
Step 5: Install the delivery pipe from the dosing chamber to the
mound. Lay the pipe below the frost line or slope it
uniformly back to the dosing chamber so it may drain after
dosing. Back fill and compact the soil around the pipe.
Step 6: Plow the area within the mound perimeter. Use a two bottom
or larger moldboard plow, plowing 7 to 8 inches deep
parallel to the contour. Single bottom plows should not
be used, as the trace wheel runs in every furrow, compacting
the soil. Each furrow should be thrown upslope. A chisel
plow may be used in place of a moldboard plow. Roughening
the surface with backhoe teeth may be satisfacory, especially
in wooded sites with stumps. Rototilling is not recommended
because of the damage it does to the soil structure. However,
rototilling may be used in granular soils, such as sands.
Plowing should not be done when the soil is too wet. Smearing
and compaction of the soil will occur. If a sample of the soil
taken from the plow depth forms a wire when rolled between
the palms, the soil is too wet. If it crumbles, plowing may
proceed.
B. Fill Placement
Step l: Place the fill material on the upslope edges of the plowed
area. Keep trucks off the plowed area. Minimize traffic on
the downslope side.
Step 2: Move the fill material into place using a small track type
tractor with blade. Always keep a minimum of 6 inches
of material beneath the tracks of the tractor to minimize
compaction of the natural soil. The fill material should
be worked in this manner until the height of the fill
reaches the elevation of the top of the absorption bed.
Step 3: With blade of the tractor, form the absorption bed. Hand
level the bottom of the bed, checking it for the proper
elevation. Shape the sides to the desired slope.
C. Distribution Network Placement
Step 1: Carefully place the coarse aggregate in the bed. Do not
create ruts in the bottom of the bed. Level the aggregate
to a minimum depth of 6 inches.
Step 2: Assemble the distribution network on the aggregate. The
manifold should be placed so it will drain between doses,
either out of the laterals or back into the pump chamber.
The laterals should be laid level.
Step.3: Place additional aggregate to a depth of at least 2 inches
over the crown of the pipe.
Step 4: Place a suitable backfill barrier over the aggregate.
D. Covering
Step 1: Place a finer textured soil material such as clay or silt
loam over the top of the bed to a minimum depth of 6 inches.
Step 2: Place 6 inches of good quality topsoil over the entire
mound surface.
Step 3: Plant grass over the entire mound using grasses adapted to
the area. Shrubs can be planted around the base and up
the side -slopes. Shrubs should be somewhat moisture tolerant
since the downslope perimeter may become moist during early
spring and late fall.- Plantings on top of the mound should
be drough
The following parameters were used in the design of the system:
* 2 Bedroom single family home
* Design flow rate = 150 gpd/Bedroom
* Natural ground slope less than 5%
* Bedrock more than 4 feet
* Water table = 8 feet (assume greater than 24 inches but
less than 48 inches at high water)
* Minimum detention time in septic tank = 30 hours
The sewage effluent flow is calculated to be 300 gpd based on 2
bedrooms at 150 gpd/bedroom. A peak day multiplier of 1.5 was
used for design purposes.
Soil Absorption Mound
The soil absorption mound shall be as shown on the attached figures
7-10, 7-11 and 7-13 which are from the EPA Design Manual for On -Site
Wastewater Treatment and Disposal Systems..
Topsoil shall be removed to a depth of six inches and raked with
backhoe teeth or plowed prior to placing the mound fill.
Fill material should be medium textured sand.
For design purposes the sand shall be assumed to have an infiltration
rate of 1.2 gpd/ft z
The absorption bed material shall be porus media consisting of graded
gravel sized between 3/4 inch and 22 inches.
Fill material and bed material should be readily available from local
suppliers.
The area of the absorption bed shall be 400 square feet based on a
peak day flow of 450 pad and an absorption rate of 1.20 gpd/ft z
The base area of the mound shall be a minimum of 562 square feet,
based on 450 pgd and 0.8 gpd/ft.2
Mound dimensions for the system are as shown below. Refer to figure
7-13 for location of dimensions.
A = 18
ft.
B= 24ft.
D = 2
ft.
E = 2
ft.
F.= 1.0
ft.
G = 1
ft.
H = 1.5
ft.
I = 9
ft.
J= 9ft.
K = 9
ft.
L = 42
ft.
W = 36
ft.
(1) Actual dimensions will vary slightly to meet 3:1 slopes.
The mound shall have six distribution laterals consisting of 4 inch
diameter PVC drain pipe laid level and placed 36 inches 0. C. The
laterals shall be connected with a 4 inch diameter PVC header on
both ends. The distribution of the effluent to the mound will be
in a 4 inch diameter PVC pipe.
traw, Hav or Fabric
F —�
I CDSGII
1
Cap
240
Distribution Lateral
Absorption Bed
FIGURE 7-11
DETAILED SCHEMATIC OF A MOUND SYSTEM
Layer of Straw
or Ha
S•ndy Loam Soil - v
Inlet Pipe_•-
V
Clean Roc`
1 1/a" Perforated
_ Laterals
Diversion for
-Surface Water
_ 6" Topsoil •-
V.
y ��:��:.'.. r �`4-' �-'-,�,� _--�•• .�•,.- ; '`ter,,---- t � -� ::�: • 1 ``"'•�',
Sand Fill
__ _ - �-wr•_r� -�/y_ _ . J� i`• ti'�,f n'r�;'�'-{S-•�^ . r: 'S�"' -. _ � �.(� : � :.-'..t •.':�
Sod ^Layer
Broken Up
7.2:-.4.? Application
a. S1te Considerations
�'•"��"i? for mound systems are summarized in Table 7-7. These
ref-lect current practice. Slope limitations for mounds are
!^- - restrictive than for conventional systems, particularly for mounds
usei cn sites with slowly permeable soils. The fill material and na-
soli interface can represent an abrupt textural change that re-
s'ris s downv,ard percolation, increasing the chance for surface seepage
7'C :.tie base of the mound.,
y
241
FIGURE 7-13
MOUND DIMENSIONS
Straw or Marsh Hay Perforated Clay Fill or
[,vledium Sand Fili Pipe Topsoil
H G Topsoil
D:Z�
opsori='` _: _...—. T�.... =.k _, (go Slope
Subsoil Piowed Surface /a-2'/z in. Rock
Distributic
Laterals
Bad of
., Roc;:
(A) Cross Section
W
i A
J
W'
B
Slope I
(2) Plan View
247
L
Rnl LTG FnQA
EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
Hpnru I Tcssica CoA-b
(Name)9 243
Date Routed Application No.
Location cat„
Please review the attached Individual Sewage Disposal System Permit Application and
return it with this completed form the the Environmental Health Office.
PLANNING: Complies with - YES NO REVIEWED BY DATE
Subdivision Regulations:
Zoning Regulations:
Recommend Approval:.
COMMENTS:
BUILDING: Complies with -
Building Permit Applied For:
Building Permit Issued:
Recommend Approval:
COMMENTS:
ENGINEER: Complies with -
COMMENTS:
YES NO REVIEWED BY DATE
L
YES NO
Roads:
Grading:
Drainage:
Recommend Approval:
REVIEWED BY DATE
ENVIRONMENTAL HEALTH: Complies with - YES NO REVIEWED BY DATE
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
3- 8k
COMMENTS: Iboo a(11I60 Si PTac jANlc Wi7-t`l A 4ose'NG e 4 mov,vz
� y ST £ r-t -7-q, 6 £ C'UNS77Tu CM IN /-}t rep �a�,�ae Goa a` t1:9 A
881 Catto 0803 Brush Crk Road
JOB NAME_ 2109-054-00-006
JOB NO.. S �'
JOB LOCATION
BILL TO
DATE STARTED
DATE COM
DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
PERMIT # 881
INSURANCE
OWNER: Henry & Jessica Catto
SALES TAX
LOCATION: 0803 Brush Creek Road, Eagle
MISC. COSTS
INSTALLER: Randy Hill 020-88-I
SIZE OF TANK: 1000 Gallons
DWELLING: 2 Bedroom residence
PERC RATE:
ABSORPTION AREA:
FINALIZED: 11-21-88 BY: Sid Fox TOTAL JOB COST
PARCEL P
,� _��,406 GROSS PROFIT
�..01101.�4 6'Oy
LESS OVERHEAD COSTS
% OF SELLING PRICE
NFT PROFIT
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. 1819-98 BP NO. 12222
OWNER: WEST EAGLE RANCH LLC PHONE: 970-328-2550
MAILING ADDRESS: P.O. BOX 1630, EAGLE, CO 81631
APPLICANT: HENRY REED PHONE: 970-476-3082
SYSTEM LOCATION: 0803 BRUSH CREEK RD., EAGLE, CO TAX PARCEL NO. 2109-213-00-010
LICENSED INSTALLER: VANDERWALKER CONSTRUCTION. BOB VANDERWALKER LICENSE NO. 58-98 PHONE: 970-949-8721
DESIGN ENGINEER: ALPINE ENGINEERING, GARY BROOKS PHONE NO. 970-926-3373
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
2500 GALLON HOLDING TANK
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 8/26/98 WITH THE FOLLOWING CONDITIONS: INSTALL A HIGH
WATER ALARM TO SIGNAL WHEN PUMPING OF TANK IS NECESSARY. PROVIDE PUMPING RECORDS TO EAGLE COUNTY ENVIRONMENT-
AL HEALTH AFTER SERVICE IS PROVIDED. IF TANK IS CONSTRUCTED OF A MATERIAL WHICH COULD FLOAT DUE TO HIGH GROUND
WATER, MAKE SURE THE TANK IS SECURED IN PLACE. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION OF INSTALLATION. BUILDING
CERTIFICATE OF OCCUPANCY WILL NOT BEISSUED WITHOUT FINAL APPROVAL OF SEPTIC SYSTEM.
JdA ENVIRONMENTAL HEALTH APPROVAL: kWAI DATE: SEPTEMBER 10, 1998
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: N/A SQUARE FEET (VIA N /A )
INSTALLED r4NCRETE TANK: 2500GALLONS IS LOCATED _DEGREES AND .55 FEET FROM THE SO1JTH FAST
CORNER OF THE EXISTING BARN
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 — DATE: OCTOBER 15, 1998
inuomplete'Applications Will NOT Be
(Site Flan MUST be attached)
Accepted
ISDS Permit # f U I ✓ `
Building Permit Ae7
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE. --EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* MAKE ALL REMITTANCE PAYABLE'. WO: "EAGLE COUNTY TREASURER'!
PROPERTY OWNER:
MAILING ADDRESS:
616 -zc7
APPLICANT/CONTACT- PERSON: kAE;b;U ` _04F, b PHONE: q76 `"3d3 2
LICENSED SYSTEMS CONTRACTOR: PHONE:
COMPANY/DBA: ADDRESS:
PERMIT APPLICATION IS FOR: (NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: h�f
Tax Parcel Number: - Lot Size:
� Physical Address: ^99Z5q
BUILDING TYPE:_ (Check applicable category)
( } Residential/Single Family Number of Bedrooms
(.) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type d6a6i <,.i
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) Spring ( ) Surface
(_).Public Name of Supplier:
*These systems require design b a Registered Professional -Engineer
SIGNATURE: !1
AMOUNT PAID: `�-vim)
Date: 9, - ° ! S
RECEIPT # : I %0 (06�7 DATE: )
CHECK #: CASHIER:'--�
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
October 15, 1998
West Eagle Ranch LLC
Attn: Henry Reed
P.O. Box 1630
Eagle, CO 81631
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1819-98, Tax Parcel #2109-213-00-010. Property location: 0803
Brush Creek Rd., Eagle, CO.
Dear Mr. Reed:
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,
C
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Informational Brochure
Final ISDS Permit
cc: files
Community Development Department
(970)328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: September 10, 1998
TO: Vanderwalker Construction
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. 1819-98. Property
Location: 0803 Brush Creek Rd., Eagle, CO., West Eagle Ranch sales office.
Enclosed is your ISDS Permit No. 1819-98. 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
Alpine Engineering, Gary Brooks
SEWAGE STORAGE TANK APPLICATION
FOR
EAGLE RANCH SALES CENTER
EAGLE, COLORADO
August, 1998
Prepared for: Jen Wright
West Eagle Ranch LLC
P.O. Box 3359
Avon, CO 81620
Prepared by: Alpine Engineering, Inc.
Gary Brooks
P.O. Box 97
Edwards, CO 81632
(�g�t�i3a„Fd ctY
22753
'NAL t" 0"
G�,0
li
B.L.M.
Egg
own ■. ��2 11m. Biro MIN 0Elm's
i� i■
of sa 0
�� to
DWI% Elm No ■0',
9
Loss.�:
son!
NJ � NTRUST
BRUSH CREEK LAND PAR
r:
y
EAGLE RANCH
= 1000,
A401
ENGINEERING INC.
ra
INTRODUCTION
The Eagle Ranch Sales Center will be located at the existing ranch headquarters area south of
the Town of Eagle. Eagle Ranch is to be annexed into the town this year but at this time the
Sales Center is in unincorporated Eagle County.
West Eagle Ranch LLC is proposing to construct two modular buildings for the Eagle Ranch
Sales Center. A conventional septic system with leach field was rejected as an option due to
shallow groundwater at the site. This proposal is for a 2500 gallon underground concrete
storage tank to act as a holding facility for effluent. The tank will be pumped out on a
regular basis. The proposed modulars will each have one low flow toilet and one sink.
FLOW QUANTITY
The proposed sales office will have a maximum of 8 employees working 5 days per week. It
is estimated that clients will use the facilities a maximum of 10 times per day. Flow volumes
were calculated based on the following criteria:
Low Flow Toilets = 1.6 gallons/flush
Employees flush 4 times/day and use sink 4 times/day
Sink use = 0.5 gallons/use
Client flush = 10 additional/day
Miscellaneous sink usage = 10 gallons/day
Toilet flow: Employees = 8x4 flushes/day x 1.6 gallons/flush = 51.2 gallons/day
Clients = 10 flushes/day x 1.6 gallons/flush = 16 gallons/day
Sink flow: Employees = 8x4 uses x 0.5 gallons/use = 16 gallons/day
Clients = 10 uses x 0.5 gallons/use = 5 gallons/day
Total Flow Quantity = 51.2 + 16 + 16 + 5 = 88.2 gpd
Storage Quantity = 2500 gallons/88.2 = 28.3 days
A proposed pumping schedule of once every 21 days will provide a 644 gallon safety margin.
Soil Profile and Perc Tests
Not applicable
Absorption Area
Not applicable
Check Application Rate
Not applicable
Setbacks
Not applicable
Received Oct-02-98 02:36pm from 970 926 3390 4 ENVIRONMENTAL HEALTH page 4
ALPINE ENGINEERING, INC.
51Lb PAD
5;PL t'r 1ZI-ki. I.. GU
TIC .7V Ours 10C
OF -Faa+cr
Edwards Business Center - P.O. Box 97 - Edwards, Colorado 81632 - (970) 926-3373 a fax (970) 926-3390
Received Oct-08-98 1O:23am from 3287185 4 ENVIRONMENTAL HEALTH page 2
SENT BY: 10- 8-98 ; 9:11 ;CommutityDeve►opment-43280349 ;# 2/ 2
ALPINE ENGINEENNG, INC.
UCtobff 7y 1998
Ms. Drat Kohl
Eagle Ctntnty community Davelppment Dspw-'Ment
llavirenmerntal kfialth Division
P.O. BOX 179
Eagl%'CO 81631
RE! ISDS Permit 1819.99 Ugle Ranch %I" of ee'
gear Ms. Kohl;
7ba twk at tiha Eagle Rxmh Saba Cftst hag been installed per pi#,n VAd field verifwd, Tim as•
built thawing was submitted to your office an Qutober 2, 199S. The high water alarm has bean
instalw on the tank as requested in the Permit,
tf YOU have eny questlons, please feel fcce to connect me.
Sincerely,
i�
Gary L. RtWks
CLB/rrtm
Cc - NEnry Read
Edwards Oi"M l entf • P.D. BOX 97 • Edwardl, ftfada • (970) 91 337 ►fax (974) 926,3390 .
Received Oct-02-98 02:36pm from 970 926 3390 4 ENVIRONMENTAL HEALTH page 2
ALPINE ENGINEERING, INC,
October 2, 1998
Ms. janet Kohl
Eagle County Community Development Department
Environmental Health Division
P.O. Box 179
Eagle, CO 81637
RE:, ISDS Permit 1819-98 Eagle Ranch Sales Office
Dear Ms. Kohl;
The purpose of this letter is to request a modification of condition for the ISDS Permit. The
high water alarm condition for the ISDS Permit has not been installed and therefore we are
proposing an alternative solution to this condition as follows:
Daily monitoring via visual inspection of the'tank for the first week of operation to
,evaluate the effluent level change per day.
Tannk inspection by the Eagle Ranch staff with a fax sent to the Environmental Health
Division confirming effluent level on a weekly basis.
Prepare a pumping schedule that eliminates the possibility of the tank overflowing.
Provide the pwnping schedule and pumping records to the Environmental Health
Division.►.
If you have any questions, please feel free to contact me.
Sincerely,
Gary :Bwokki
GLB/Im
cc: Henry Reed
Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 - (970) 926-3373 • Fax (970) 926-3390
SEWAGE STORAGE TANK APPLICATION
FOR
EAGLE RANCH SALES CENTER
EAGLE, COLORADO
August, 1998 RECEIVED
SEP 2 '1998
EAGLE COUNTY
COMMUNITY DEVELOPMENT
Prepared for: Jen Wright
West Eagle Ranch LLC
P.O. Box 3359
Avon, CO 81620
INTRODUCTION
The Eagle Ranch Sales Center will be located at the existing ranch headquarters area south of
the Town of Eagle. Eagle Ranch is to be annexed into the town this year but at this time the
Sales Center is in unincorporated Eagle County.
West Eagle Ranch LLC is proposing to construct two modular buildings for the Eagle Ranch
Sales Center. A conventional septic system with leach field was rejected as an option due to
shallow groundwater at the site. This proposal is for a 2500 gallon underground concrete
storage tank to act as a holding facility for effluent. The tank will be pumped out on a
regular basis. The proposed modulars will each have one low flow toilet and one sink.
FLOW QUANTITY
The proposed sales office will have a maximum of 8 employees working 5 days per week. It
is estimated that clients will use the facilities a maximum of 10 times per day. Flow volumes
were calculated based on the following criteria:
Low Flow Toilets = 1.6 gallons/flush
Employees. flush 4 times/day and use sink 4 times/day
Sink use = 0.5 gallons/use
Client flush = 10 additional/day
Miscellaneous sink usage = 10 gallons/day
Toilet flow: Employees = 8x4 flushes/day x 1.6 gallons/flush = 51.2 gallons/day
Clients = 10 flushes/day x 1.6 gallons/flush = 16 gallons/day
Sink flow: Employees = 8x4 uses x 0.5 gallons/use = 16 gallons/day
Clients = 10 uses x 0.5 gallons/use = 5 gallons/day
Total Flow Quantity = 51.2 + 16 + 16 + 5 = 88.2 gpd
Storage Quantity = 2500 gallons/88.2 = 28.3 days
A proposed pumping schedule of once every 21 days will provide a 644 gallonsafetymargin.
Soil Profile and Perc Tests
Not applicable
Absorption Area _ _----
Not applicable
Check Application Rate
Not applicable
Setbacks
Not applicable v ui6 _�
1819-98 Tax# a2•/o 7 --Il0-- 6 i o
JOB, NAME 0803 Brush Creek Rd. W. EAGLE
Eagle RANCH LLC
JOB NO. 6P �aaaa
LOCATION
DATE STARTEn
DATE COMPLETED
DATE BILLED
My �mvwlllu -,
A11,11-W i i M, 111,4111
I I E / s
�H.L R&M A . l
1 I 1
WINJOB
i
COST SUMMARY
N
M
TOTAL SELLING.PRICE
TOTAL JOB COS-Im
GROSSPROFIT
®■
• ' '-
JOB FOLDER Product 277
JOB FOLDER
Printed in USA