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APPLICATION FOR PRELIMINARY PLAN
UKELE ACRES
A SINGLE FAMILY
RESIDENTIAL SUBDIVISION
A TRACT OF LAND LYING IN PORTIONS OF SECTIONS 4 and9
TOWNSHIP 6 SOUTH RANGE 92 WEST OF TI{E 6.h P.M.
GAITFIELD COUNTY, COLORADO
December 22, 1999
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Application
for
Preliminary Plan
UKELE ACRES
A SINGLE FAMILY RESIDENTIAL SUBDIYISION
A TRACT OF LAND LYING INPORTIONS OF SECTIONS 4 and9
TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE 6.h P.M.
GARFIELD COIINTY, COLORADO
Prepared for:
Ronald W. & Jean M. Smith
1620 Grand Avenue
Silt, Colorado 81601
(970) 94s-61e0
Prepared By:
John L. Taufer & Associates, Inc.
Landscape Architecture/Land Planning
P.0.Box227l
Glenwood Springs, Colorado 81602
(e70)94s-133',1
&
SGM, Inc.
I 18 West 6h Street Suite 200
Glenwood Springs, Colorado
(970) 94s-loo4 GAi.itrIELD CCTJNTY
t, l^"lr,t* l ; l t* -q il L1')ARTM ENT'
10s frIr"i LiT. -SUITE 303
filrilv.l{)ciD SPRiNGS, CO 81801
RECE1VEDJAN1920$0
DECEMBERZZ,1999
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Table of Contents
Preliminary Plan Subdivision Application
Project DescriPtion and SummarY
A) Property DescriPtion
B) Compatibility of Existing Land Uses
C) Subdivision SummarY
l) Minimum Lot Coverage
2) Minimum Building Setbacks
3) Marimum Building Heights
4) OffStreet Parking
5) Land Use SummarY
D) Access
E) Potable Water Supply and Distribution
F) Inigation Water Supply and Distribution
G) Sewage DisPosal
H) Other Utilities
I) Storm Water Drainage
J) Soils
K) Wildlife
L) ExistingVegetation
M) Impacts on TopograPhY
N) Public Sites and OPen SPace
O) Conclusion
III). Appendices
A) Property OwnershiP
l) Warranty Deed
2) Title PolicY
B) GeotechnicaUSoils
1) Geological Hazards Assessment - Prepared by Hepworth-Pawlak
Geotechnical, Inc.
2) Preliminary Geotechnical Study - Prepared by Hepworth-Pawlak
Geotechnical, Inc.
C) Domestic Water
l) Domestic Water Supply Report - Prepared by SGM, Inc'
2) Pump Test Analysis Report - Prepared by Resource Engineering, Inc.
3) Water Quality Report - Prepared by Resource Engineering, Inc.
4) Water Quality AnalYsis
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D) Raw Water Irrigation-' lt Raw Water Ifrgation System R3nort - Prepared by SGM' Inc'
2i Grand Valleyb"itch Company Certificate -3.75 Shares of Inigation Water
E) Wastewater Treatment
1) Wastewater Treatment Report - Prepared by SGM' Inc'
F) Site Drainage_,
l) Drainage-Report and Calculations - Prepared by SGM, Inc.
G) Access
1)ColoradoDepartmentofTransportationAccessPermits
H) Wildlife
l) colorado Department of wildlife WRIS Data checklist - Prepared by
Garfield County Planning Department GIS Resources
I) Adjacent Property and Mineral Rights Ow1e11-' ii Lirt of Adjacent Property OwnerJWithin 200 Feet Of Subdivision and List
of Mineral Owners
Sketch PlanPr eliminary
Final
PIanTr-
Plat
SUBDIVISION APPLICATION FOR}JI
SUBDIVISTON NAME:
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O9{NER:
ENG I NEER/PLANNER,/S URVEYOR :
LOCATION: Sect ion * I n rownsh ip v hoib nange 11., gal-
WATER SOURCE:
SEWAGE DISPOSAL I'IETIIOD: L6Oa
PUBLIC ACCESS VTA:
EXISTING ZONINGI A/W/a-n
EASET'IENTS : UtiI ity
Ditch
TOTAL DEVELOPMENT AREA:
(1) Residential Number Acres
t;
Single Famiy
Duplex
MuIti-family
DlobiIe llome
(21 Commercial
( 3) fndustr iaI
( 4 ) PubI ic,/ouas i -publ ic
(5) Open Space/Common Area
TOTAL:
PARKING SPACES:
Commerc ial
IndusErial
1
-r,}.q11-
Floor Area Acres
sq. ft.
sq. ft.
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December 22,1999
Garfield County planning and Zoning Commission
109 8th Street
Glenwood Springs, Colorado g1601
Re: Ukele Acres Subdivision - preriminary plan summary
Dear Planning and ZorungCommission Members,
on behalf of Ronard w. and Jean M. smith, I am preased to submit thisPreliminary Plan-application regarding a propor"d nin" (9) rot single familysubdivision of a 24.98 acre parCel t*1g ap|,ro*i-ut.iy one-half mile west of Silt,colorado' The property is zoned A/R./RD, Agri.urt"ui itesidential Rural Density.
This application contains the necessary information required for preliminary plan
submittal per section 4:00 through section 4:91 of the'cum"ta co*r-ty "
Subdivision Regulations.
.zProperty D escription
The smith property is situated in section 4 and section 9, Township 6 south,Range 92 West of the 6ft P.M. Further described, trr" p."p"rry is located north ofHighway 6, west of county Road,229 (ukele ranel aiJJouth of the Lower cactusValley Ditch.
The-property gently slopes from the northem boundary, adjacent to the Cactusvallev Ditch,o,h: southgl lgundary along Highwai i. r*o (2) residentiardwelling units and an-outbuilding are locat.a oritt " western portion of theproperty' Access to the existing residences is via a paved d.ir.*uy fro* ffgfr*uy6. The remainder of the prop".ty is used for grazingoriirrestoct.
/Compatibility of Existing Land Uses
ukele Acres subdivision is compatiblewith existing land uses. Single familyresidential uses adjoin theproperty on the west, nortfr *a "*t boundaries of theproperty. Property located south of Ukele Acres, across Highway 6, isundeveloped, vacant land. The existing zoning is.onristort with adjoiningproperty as well.
JOHN L. TAUFEFI & ASSOetArEs, tNc.
Landscape AnchitrecEune / Land planning
9o9 colonado Avenue o Box ??71 . Glenrazood spnings,co a16oa(97a) s4S-19A7 . FAX (s7O) saS-zgta
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Page2
Ukele Acres Subdivision - Preliminary Plan
/subdivision summary /\\ir'r'59
The proposed subdivision of land anticipates a total of nine (9) single family
residential lots ranging in size from 2.08 acres to 4.14 acres. All of the lots are in
excess of the two (2) acre minimum lot size required in the A/R/RD zone district.
Development on will conform to the following A/R/RD zone district and
supplementary subdivision regulations:
Minimum Lot Coverage: Fifteen percent (15%)
Minimunn Building setbacks:
(1) Front Yard: (a) arterial streets: seventy-five (75) feet from street
centerline or fifty (50) feet from front lot line, whichever is greater; (b)
local streets: fifty (50) feet from street centerline or twenty-five (25)
feet from front lot line, whichever is greater;
(2) Rear Yard: Twenty-five (25) feet from rear lot line;
(3) Side Yard: Ten (10) feet from side lot line, or one-half (l /2) the height
of the principal building, whichever is greater.
Maximum Building Height: Twenty-five (25) feet.
Off Street Parking: One (1) space per six hundred (600) square feet of
floor area or one (1) space per dwelling unit, whichever is greater.
In addition to the existing zone district and supplemental subdivision regulations,
w_g_U{l prepgle-and sgbmilp_rgteclive covenants for Ukelg Acres. The convenants
will be submitted for review, by the county, prior to submittal of the Final Plat.
The proposed subdivision land use is single family residental. The overall density
is2.77 acres per dwelling unit. The following land use sunmary is as follows:
Land Use Acres 7o of Total
Single Family Residential 24.02 96%
Road Right of Ways 0.96 4%
Total 24.98 100%
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Page 3
Ukele Acres Subdivision - Preliminary Plan
Esther Court will provide access to six (6) of the lots (Lots 1,2,3,7,8 and 9) from
County Road 229. Esther Court is desinated as a 50 foot right of way access
terminating with a fifty (50) foot cul-de-sac. The location of the access is four
hundred sJventy (470) feet north of Highway 6 and is situated approximately at the
midpoint of theproperty adjacent to County Road229. The access point allows
for unrestricted sight lines north and south along county Road229.
Access to the other three (3) lots (Lots 4,5 and 6) is from the existing access drive
from Highway 6. This existing access point provides entry to the existing two (2)
residencJs on ih. property, situated on Lots 4 and 6. One (1) additional lot ( Lot 5)
will utilize this accesi. ffris access roadway will be designated as a forty (40) foot
right-of-way. This existing access point also allows for unrestricted sight lines
west and east along HighwaY 6.
A twenty (20) foot emergency access easement will connect the two proposed
interior roads.
The owner will dedicate, at Final Plat, a 10 foot wide strip of property along the
entire length of the eastern boundary of the property for future widening of
County Road229.
The reason for not providing a continuous roadway through the subdivision,
connecting Highway 6 and County Road229, is to reduce the amount of ingress
and egress traffic from and to Highway 6 and to direct the majority of traffic to
the intersection of Highway 6 and County Road229. In addition, off-site trafftc
from the north will be directed along County Road 229 to the intersection and be
prevented from traveling through the subdivision, thus eliminating a shortcut to
and from Highway 6. Colorado Department of Transportation access permits are
included in the appendix of this application.
Roadways will be dedicated to the public but will be privately maintained by the
Homeowner's Association. Esther Court and the emergency acess road with be
chip sealed.
Potable Water Supply and Distribution
{centralpotable water system is proposed for the subdivision.'Water supply will
4e froman existing well, located in the southeast corner of Lot 4. A2q000 gallon
storagp tank will be located on the northwest corner of Lot 7. Water will be
-W^: ""*w^(w*)&vn 1, u-
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Page 4
Ukele Acres Subdivision - Preliminary Plan
transported from the well to the storage tank by means of a series of pumps'
Eactrlot will have its own water service. The system would be owned and
maintained, to each property line, by the Homeowner's Association' The potable
water system will also provide the required fire flow for lhe subdivision. A
domestic water system report, prepared by SGM, Inc. is included in the appendix
of this application'
A report, prepared by Resource Engineering, Inc., summarizes the 24 hour well
pum; tesfthat was plrformed on June22,1999. The test reveals that the well is
.upu'Ut. of producing over six (6) times the the daily in-house demand for the
,,ibdiritior. A copy of the swnmary along with the pump test data, data summary
and drawdown graph are attached in the appendix of this application.
Water samples were taken and analyzed to determine the quality of the potable
water ruppty. Although, the test results indicate that the water exceeds the limits
for soium, sulfate, disiolved solids and hardness, these parameters can be corrected
by conventional water treatment systems. A copy of the water quality analysis and
report, prepared by Resource Engineering, Inc. are included in the appendix of this
application.
An application for an amended water allotment contract has been submitted to the
Wesi biriO. Water Conservation District. The application is requesting an
additional 9 acre feet of water. The owners presently have a contract for 2 acre
feet of water. This application should be finalized within the next month.
/rrigation Water Suppty and Distribution
Irrigation water is diverted to the property from the Cactus Valley Ditch. The
Smith's own 3.75 shares of Grand River Ditch Company (Cactus Valley Ditch)
irrigation water. The 3.75 shares entitles the owner to 0.53 cfs of irrigation water.
The Lower Cactus Valley Ditch water rights is a 50 cfs irrigation right with an
adjudication date of May 1 1, 1889 and an appropriation date of September 24,
1888. It is a reliable water right of very senior priority.
A central, independent Savity flow raw water irrigation system will be developed
utilizing the Lower Cactus Valley Ditch water. A 5,400 gallon storage tank,
locatedln the northeast comer of Lot 6, will be utilized for irrigation water storage.
Each lot would have its own raw water irrigation service. The individual lot owner
will be responsible for providing and maintaining their own booster pump. The
raw waterirrigation system will reduce the amount of potable water needed to
supply the residential users in the subdivision. The irrigation system, to each
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ur'Sewrye Disposal
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Ukele Acres Subdivision - Preliminary Plan
property line, will be owned and maintained by the Homeowneros Association. An
irrigation system report, prepared by SGM, lnc. is included in the appendix of this
application.
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Each lot will require engineered individual sewage disposal systems (ISDS). The
two (2) existing residences are presently utilizing individual sewage disposal
systems. Engineered systems would located and sized for each individual lot as a
result of the existing soil limitations. A wastewater treatment report, prepared by
SGM, Inc. is included in this application.
/tin", Utili{ies }{rl*',-/ ,.- q^s,"r
Elecdric and telephone service are located on the property. Propane gas will he
utilized since natural gas is not available in the area. C$IilI'.ffiot available.
Storm Water Drainage
,Storm water drainage will be collected by means of borrow ditches and culverts
and transported to four different detention ponds located at various points within
the subdivision. A drainage report, prepared by SGM, lnc. is included in the
appendix of this application.
1-Seits
A geotechnical investigation of the property was performed by Hepworth-Pawlak
Geotechnical. The results of the investigation and subsequent testing is included
in a report, dated November 11,1999, and is located in the appendix of this
submittal. Subdivision roadways, potable water and irrigation tanks foundations
and subgrades and recommendations regarding individual sewage disposal systems
have been designed according to the reconrmendations provided in this report.
U.S.D.A. interpretation tables are included in the appendix of this application.
Wildlife
According to the Department of Wildlife WRIS mapping, there is evidence that
\ Sfrdlite habitat lies within the boundaries of the Ukele Acres property. The GIS
- WRIS mapping shows bald eagle winter range, mule deer winter range, mule deer
overall range and mule deer resident population area are located entirely in the
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Page 6
UGte Acres Subdivision - Preliminary Plan
Ukele Acres subdivision boundary. A Colorado Division of Wildlife WRIS Date
checklist is included in the appendix of this application
!egetation
The existing vegetation on the property consists of.inigated pasture grasses and
irrigated bluegrass lawns n"* th. existing residential structures. There are some
.*irting cottonwood trees located adjacent to the existing residential structures'
The existing trees will not be disturbed during construction of the subdivision
improvements.
Impacts on ToPograPhY
Impacts of the proposed subdivision on the topography of the site will be minimal'
it i p.op"rry is relativety flat (1 - 6% slopes) thus a minimal amount of cut and fill
wil te iequired. There are no lakes and streams on the property. The only water
feature on the property is the Lower cactus valley Ditch which is located on the
,ortt.rty boundary of tt. property and is elevated above the property' The ditch
will not be impacted. e Z3 foot Cactus Valley Ditch maintenance easement has
been includeilon the Preliminary Plat. This easement width was confirmed with
Luther Lewis, President, of the Grand River Ditch company.
There are no major drainage ways located on the property and the property is
elevated above the one hundred (100) year floodplain'
Public Sites and OPen SPace
Since there is not an outright dedication of lands for open space consideration, the
\--.,ru"er will pay fees in lieu of the open space requirement. Fees will be determined
and paid prior to the Final Plat submission'
Conclusion
Ukele Acres Subdivision is an appropriate land use of the property, complies with
ttre unOertying zoning and is compatible with sunounding land uses' The
,rbdiuirion complieJwith the Garfield County Subdivision Regulations, Zoning
Resolution and the 1984 Garfield county comprehensive Plan.
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PageT
Utete Acres Subdivision - Preliminary Plan
The Preliminary Plat and required drawings ( Grading and Drainage Plan, Roaq,
plans and Profiles, Utility Plans and associated infrastructure construction details)
accompany this aPPlication
We look forward to presenting this Preliminary Plan application to the Planning
Commission in March and to-the Board of County Commissioners shortly
thereafter.
Thank you for your review and attention to this application. If you have questions
or n..a uaaitional information please do not hesitate to contact my office'
RespectfullY,
JLLag
John L. Taufer, Owners Representative
PROPERTY OWNERSHIP
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LAND TITLE GUARANTEE
THANK YOU FOR YOUR ORDER
COMPANY
Septernber 24, 1-998
our Order No.: GTF220344
OVflNER:
IONALD w. SMITH and, JEAN M- SMITH, ds Joint
IenanEs
ADDRESS:co 8153s
3L947 HIGH}ilAY 5 &. 24,
FOR A}IY FOLLOW-UP PLEASE REFER
TO OI]R ORDER NITMBER z GTF220344
MARKET STREET MORTGAGE
2650 MCCORMICK DRIVE #2OO
CLEARWATER, FL 34619
Att,n: I(ATRINA BELOTE
8l-3 724-7000
Copies: 1
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orm AL 4/95
rder No. GTF22O344
Policy No.
Amount
LTHJ2 20344
$340, OOO . OO
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SCHEDULE A
Address
3L947 HIGHWAY 6 &,24,
srLT, co 81635
Policy Dat,e: November 20, 1-995 at 5:00 P'M'
Name of fnsured:
MARKET STREET MORTGAGE CORPORATION, ITS SUCCESSORS AND/OR
ASSIGNS
The esLate or interest in the land described in this Schedule
i"a *ni"h is encumbered by the insured morLgage is:
A Fee SimPIe I
The estate or interest referred t.o herein is at' Date of Policy
v€sted in:
RONALD W. SMITH and ,fEAN M. SMITH, as Joint Tenants
The morEgage, herein referred to as t.he insured mortgage, and
irr" assilnilents thereof , if Errl, are described as follows:
DEED OF TRUST DATED November L'7, L995, FROM RONALD W. SMITH and JEAN
M. SMITH, as Joint. Tenants TO THE PITBLIC TRUSTEE OF GARFIELD COUIiTY FOR THE
USE OF MARKET STREET MORTGAGE CORPORATION TO SECITRE THE SUM OF $340,000.00
RECORDED November 20 , !gg5, IN BOOK 959 AT PAGE 98 UIIDER RECEPTION
NO. 485590
The land referred to in this policy is situated in GARFIELD Count'y,
Colorado, and is described as follows:
TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN
sECTTON 4: swL/4swt/4 ExcEpr rHAT PART LYrNG NORTH OF THE CENTERLTNE OF
THE I,OWER CACTI'S VALLEY DITCH AS DESCRIBED IN DEED RECORDED NOVEMBEF- 24 '1980 IN BOOK 550 AT PAGE 7O4.
sECTroN 9: THAT pART oF Lor 2 rN THE Nwi-/4Nw1/4 LYING NORTH oF THE RrGHT
OF WAY OF THE DENVER AT{D RIO GRAIIDE RAILROAD COMPAI{Y EXCEPT THAT PART LYING
WITHIN HIGHWAY.6 &.24 AS DESCRIBED IN DEED RECORDED IqAY 7, 1931 IN BOOK 159
AT PAGE 246.
COUNTY OF GARFIEI,D
LAND TITLE GUARANTEE COMPAI\TY
Page 1 This Policy valid only if Schedule B is attached'
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Policy No. LTHJ22O344
AmounE $340, OOO - OO
rm AL 4/95
der No. GTF220344
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SCHEDULE A
STATE OF COLORADO
LAIID TITLE GUARANTEE
This Policy valid onIY if COMPA}IY
Schedule B is aEtached.
t"o::ro AL 4/es Policy No. LTHJ220344
I Order No. GTF220344
SCHEDULE B-I
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ANDASSESSMENTSREQUIREDToBEPAIDINTHEYEAR
ttnr" policy does not insure against, ross or damage by reason of the folrowing:
Rights or claj-ms of parties in possession not shown by the public records '
EaSemenES, or claims of easements, not shown by Lhe public records'
Discrepancies, conflicts in boundary ]ines, shortage in area,
encroaclrments, and any f acts which i Correct Survey and inspect'ion of the
;;;i;"s would discloie and which are not shown by the public records '
Any lien, or right to a 'lien, for services, Iabor, ot material theretofore
or hereaf ter irirri"fr"a, imposed by law and not. shown by the public records '
GENERAL OR SPECIAL TN(ES
L996 AND SUBSEQUENT YEARS
THE EFFECT OF INCLUSIONS IN A}IY GENERAL OR SPECIFIC WATER CONSERVAI{CY' FIRE
PROTECTTON, SOIL CONSERVATION OR OTHER DISTRICT OR INCLUSION IN AISY WATER
SERVICE OR STREET IMPROVEMENT AREA
WATER RIGHTS OR CI,AIMS TO WATER RIGHTS.
RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOUI,D THE SAME BE FOTIND TO PENETRATE OR IMTERSECT THE PREMISES
AS RESERVED IN UNTTED STATES PATENT RECORDED NOVCMbCT 07' 19OO' IN BOOK 12
LA.T PAGE s47.I 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AIITHORITY OF THE
r uNrrED 5TATES AS RESERVED rN uNrrED srATEs PATEIff RECORDED November o'7,
I l-900, rN BooK l-2 AT PAGE 547 -
f'o iinili$i,ffi *+?ITi,"l,$tX X8..5$Hit "iIB'ffi',fi'E#tH:',REI8HIia,
ffi"io,
a A. LowER cAcrus vAl,LEY DrrcHIB. COUMTY ROAD 2].6
I c. DENVER AI{D Rro .RAIIDE RATLR.AD
D. U.S. HIGHWAY 6 &.24
lrr. EA'EMENT FoR AccEss As RESERVED rN *ARRANT' DEED RE..RDED JuLy 30, 1993 rN
' !' [ - , - "''
frr. orL AND GAs LEA'E REC.RDED r,rARcH 31, ..ggz rN BooK 596 AT PA.E 51 AND
CORRECTED IN INSTRI,MEMT RECORDED MARCH 14, 1984 IN BOOK 645 AT PAGE 870'
ln"n" 3
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tr"t* AL 4/ss Policy No. LTHJ220344
| ::HJ; ::',20344
I
13. TERMS, CONDITIONS AND PROVISIONS OF GAR.FIELD COUNTY RESOLUTION NO. 80-268
I
RECoRDED November 20, le8o rN BooK s6o Ar PAGE 433. ,r:1 ._ crugg*l*u t\" t*' uPr ;.;il.H::H; ;":;;:;,*,, .NLY'$3-r;'ff+#:,ffi"*nI UsED oR IS To BE USED PRIMARILY FoR RESIDENTIAL PURPOSES.
THE COMPA}IY INSURES THE INSURED AGAINST LOSS OR DAMAGE SUSTAINED BY REASON
T oF LACK oF PRIoRITY oF THE LIEN oF THE INSURED MORTGAGE OVER:
(A) ArVy EIWIRONMEIflTAL PROTECTION LIEN WHICH, AT DATE OF POLICY, IS RECORDED
IN THOSE RECORDS ESTABLISHED UNDER STATE STATUTES AT DATE OF POL,ICY FOR THE
PURPOSE OF IMPARTING CONSTRUCTIVE NOTICE OF MATTERS RELATING TO REAL
PROPERTY TO PiIRCHASERS FOR VALUE AND WITHOUT KNOWLEDGE, OR FILED IN THE
RECORDS OF THE CLERK OF THE UNTTED STATES DISTRICT COURT FOR THE DISTRICT
IN WHICH THE LAND fS LOCATED, EXCEPT AS SET FORTH IN SCHEDULE B; OR
(B) A]\ry EIIVIRoNMEIflTAL PROTECTTON LIEN PROVIDED FOR BY AIIY STATE STATTIIE IN
EFFECT AT DATE OF POLICY, EXCEPT ENVIRONMENTAL PROTECT]ON LIENS PROVIDED
FOR THE BY THE FOLLOWING STATE STATUTES: NONE
THIS ENDORSEME}M IS MADE A PART OF THE POLICY A}TD IS SUBJECT TO ALL OF' THE
TERMS AND PROVISIONS THEREOF AND OF A}IY PRIOR ENDORSEMENTS THERETO. EXCEPT
TO THE EXTEMT EXPRESSLY STATED, IT NEITHER MODIFIES ANY OF THE TERMS AND
PROVISIONS OF THE POI,ICY AND AIVY PRIOR ENDORSEMENIS, NOR DOES IT EXTEND THE
EFFECTIVE DATE OF THE POLICY AND ATVY PRIOR ENDORSEMENTS, NOR DOES IT
INCREASE THE FACE AMOUNT THEREOF.
SCHEDULE B-II
I-*
"Udraron to the matters set fort.h in Part I of this Sched.ule, the title to
Lhe estate or interest in the land described or referred to in Schedule A is
Jsubject, t.o Ehe following matters, if any be shown, but t.he Company insures that.
It,ne lien or charge of Ehe insured mortgage upon said esLate or inLerest, isprior to such mat.ters.
I N.NE
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LAND TITLE GUARANTEE COMPA}TY
Dated MaY 2L, t996
Case GTF220344
Policy LTHJ220344
ENDORSEMENT 110.4P
PropertY Address
Buyer/Se11er
Tenants
3L947 HIGHWAY 6
RONALD Vf,. SMITH
&. 24, CO 81535 SrLT
and JEAN M. SMITH, as Joint,
THE COMPAIVY HEREBY INSURES THAT BY AII AGREEMENT EXECUTED BY RONALD
W. SMITH and JEAN M. SMITH, as Joint Tenants AIID RECORDED MAY 5'
1996 IN BOOK 976 AT PAGE 9LL, THE MORTGAGE REFERRED TO IN SCHEDULE
A HAS BEEN PROPERLY MODIFIED TO PROVIDE:
FOR A FIXED INTEREST RATE
THE COMPA}IY HEREBY TNSUESS AGAINST I,OSS OR DAIVIAGE WHICH SAID
INSURED S}ALL SUSTAIN IN THE EVENT THAT THE ASSURANCE HEREIN SHALL
PROVE TO BE INCORRECT.
THE TOTAL I,IABILTTY OF THE COMPA}IY UNDER SAID POLICY AND AIIY
ENDORSEME}OTS THEREIN SHALL NOT EXCEED, IN THE AGGREGATE' THE FACE
AT"IOUNT OF' SAID POLICY AI{D COSTS WHTCH THE COMPANY IS OBI'IGATED
I]NDER THE CONDITIONS A}ID STIPUI,ATIONS THEREOF TO PAY '
THIS EIIDORSEMENT IS MADE A PART OF SAID POLICY AND IS SUBJECT TO
THE SCHEDULES, CONDITIONS AND STIPULATIONS THEREIN' EXCEPT AS
MODIFIED BY THE PROVISIONS HEREOF.
THIS EIIDORSEMENT IS NOT TO BE CONSTRI'ED AS INSURING THE TITLE TO
;il; edieie on TNTEREsT As oF ANy LATER DATE THAN rHE DArE oF sArD
polrcy, ExcEPT AND HEREIN EXPRESSLY PROVIDED AS TO THE SLBJECT
MATTER HEREOF.
Count.ersigned
ffier of Agent
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)LATID TITLE GUARAMIEE COMPA}TYDated May 21, t996Case GTF220344Po1icy LTHJ220344
Property Address
Buyer/Se11er
Tenant,s
E}TDORSEMENT 1].0.3
31947 HIGHWAY 5 &.24, CO 81535 SILT
RONALD W. SMITH and JEAII M. SMTTH, as JoinI
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ITEMS ].-3 OF THE STANDARD EXCEPTIONS ARE HEREBY DELETED.rS ATTACHED AIID BECOMES A PART OF THE POLICY. TN WITNESSTHE COMPAIVY HAS CAUSED THIS ENDORSEMEMT TO BE SIGNED AI{DOF THE EFFECTIVE DATE OF THIS POLICY, TO BE VALID WHEN
COUMTERSIGNED BY AN AIITHORIZED OFFICER OR AGENT OF THE COMPA}i-T, ALLIN ACCORDAIiICE WTTH TTS BYLAWS.
THIS EIIDORSEMENT IS MADE A PART OF THE POLTCY OR COMMIT}IEMT AND ISSUBJECT TO ALL THE TERMS AITD PROVISIONS THEREOF AI{D OF A}IY PRIOR
ENDORSEMEMTS THERETO. EXCEPT TO THE EXTEMT EXPRESSLY STATED, TTNEITHER MODTFTES ANY OF THE TERMS AND PROVISIONS OF THE POLICY OR
COMMTTMEMT AND PRIOR ENDORSEMEMTS, IF AIiIY, NOR DOES IT EXTEND THEEFFECTTVE DATE OF THE POLICY OR COMMITMEMT A}]D PRIOR E}TDORSEMENTSOR TNCREASE THE FACE AMOU}OT THEREOF.
Countersigned
Authorized Officer or egfent
FORM L00
WHEREOF,
SEALED AS
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LAND TITI,E GUARANTEE COMPAI{Y
Dated MaY 21, 1996
Case GTF22O344
Policy !"THJ220344
ENDORSEME}TT 347 .6P
Property Address
Buyer/Se11er
Tenants
3!947 HTGHWAY 6 &. 24, CO 8L535 SILT
RONALD W. SMITH and JEAN M. SMITH, as Joint
THE COMPA}NT INSIIRES THE OWNER OF THE INDEBTEDNESS SECI'RED BY THE
INSURED MORTGAGE AGAINST LOSS OR DAMAGE SUSTAINED BY REASON OF:
1. AIIY INCORRECTNESS IN THE ASSURANCES THAT, AT DATE OF POLICY:
(A) THERE ARE NO COVENATITS, CONDTTToNS -oR RESTRICTIONS UNDER WHICH
THE LIEN OF THE MORTGAGE nirgnnep TO IN SCHEDULE A CAN BE DIVESTED,
SUBORDINATED OR EXTINGUISHED, OR ITS VALIDITY, PRIORITY OR
ENFORCEABILITY IMPAIRED EXCEPT AN AMOUNT EQUAL TO SIX MONTHS
BTTDGETED AssEaslaams, 4TToRNEY's FEES AND cosrs oF coLLECTToN'
(B) UNI,ESS EXPRESSI,Y EXCEPTED IN SCHEDULE B:
(1) THERE ARE NO PRESENT vIOLATIONS ON THE i,AIID OF AIIY ENFORCEABLE
COVENA}ITS CONDITIONS OR RESTRICTIONS, NOR DO AIVY EXISTING
IMPROVEMENTS ON THE LATID VIOLATE ANY BUILDING SETBACK LINES SHOWN
ON A PI,AT OF SI]BDIVISfON RECORDED OR FILED IN THE PUBLIC RECORDS '
(2) AIIY INSTRUI"IE]flr REFERRED TO IN SCHEDULE B AS CONTAINING
covENA.MS, CONDITIONS OR RESTRICTIONS ON THE LAI{D DOES NOT' IN
appiiroN,' (i) EsTAsLrSH AN EASEMENT ON THE LAIID; (ii) PRoVIDE A
LIEN FOR I,IQUIDATED DAIVIAGES; (iii) PRoVIDE FOR A PRIVATE CHARGE OR
ASSESSMEIiT; (iv) PROVIDE FOR AI{ OPTION TO PURCHASE' A RIGHT OF
FIRST REFUSAL OR THE PRIOR APPROVAL OF A FIITURE PI'RCIIASER OR
OCCUPA}TT
(3) THERE rs No ENCRoACHMEIST OF EXTSTTNG TMPRO\rEME}iITS LOCATED ON
THE LAND ONTO.ADJOINING LAND, NOR ANY ENCROACHMEMT OMrO THE LA[{D OF
EXISTING IMPROVEMENTS LOCATED ON ADJOINING I'AND.
(4) THERE IS NO ENCROACHMENT OF EXISTING IMPROVEMEMTS LOCATED ON
THE I,AT.[D ONTO THE PORTION OF THE LAND SI'BJECT TO ANY EASEMENT
EXCEPTED IN SCHEDUI,E B.
(5) THERE ARE NO NOTICES OF VIOLATION OF COVENANTS' CONDITIONS AND
RESTRICTIONS RELATING TO EWIRONMENTAL PROTECTION RECORDED OR FILED
IN THE PUBL.IC RECORDS.
2 . A\IY FuTURE vIoI,ATIoN oN THE LAND oF ANY EXISTING CoVENAI{TS,
CoNDITIONS OR RESTRICTIONS OCCURRING PRIOR TO THE ACQUISITION OF
TITLE TO THE ESTATE OR INTEREST IN THE I'ATID BY THE INSURED'
PROVIDED THE VIOLATION RESI'],TS IN:
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LAND TTTLE GUARANTEE COMPAIVY
Dated MaY 21, L995
Case GTF220344
Policy LTHJ220344
ENDORSEMENT 347.6P
(A) INVALIDITY, LOSS OF PRIORITY, OR UNENFORCEABILITY OF THE IJIEN
OF THE INSURED MORTGAGE; OR
(B) JJOSS OF TITLE TO THE ESTATE OR INTEREST IN THE LAIID IF THE
INSURED SIALL ACQUIRE TITI,E IN SATISFACTION OF THE INDEBTEDNESS
SECURED BY THE TNSUEEO MORTGAGE.
3 . DAITTAGE TO EXISTING IMPROVEME}TTS INCLIIDING LAWNS, SHRUBBERY OR
TREES:
(A) WHICH ARE LOCATED ON OR ENCROACH UPON THAT PORTION OF THE LAND
SUBJECT TO A.\IY EASEMENT EXCEPTED IN SCHEDULE B, WHICH DAIVIAGE
RESULTS FROM THE EXERCISE OF THE RIGHT TO MAINTAIN THE EASEMENT FOR
THE PURPOSE FOR WHICH IT WAS GRANTED OR RESERVED;
(B) RESULTING FROM THE FUTURE EXERCISE OF ANY RIGHT TO USE THE
SURFACE .OF THE LATID FOR THE EXTRACTION OR DEVELOPMENT OF MINERALS
EXCEPTED FROM THE DESCRIPTION OF THE LAND OR EXCEPTED IN SCHEDULE
B.
4. A}IY FINAL COURT ORDER OR .]UDGMEMT REQUIRING THE REMOVAL FROM A}SY
LAND ADJoINING THE LAND OF AIVY ENCROACHMENT EXCEPTED IN SCHEDIII,E
B.
5. ANY FINA], COI'RT ORDER OR ,JTIDGMENI DENYING THE RIGHT TO IVIAINTAIN
AIIY EXISTING IMPROVEMENTS ON THE LAITD BECAUSE OF A}IY VIOLATION OF
covENANTS, CONDITIONS OR RESTRICTIONS OR BUILDTNG SETBACK L]NES
SHOWN ON A PLAT OF SI'BDIVISION RECORDED OR FILED IN THE PI]BLIC
RECORDS.
wHEREVER IN THIS ENDORSEMENI THE WORDS I'COVENAIIIS, CONDITIONS OR
RESTRICTIONS'' APPEAR, THEY SHALL NOT BE DEEMED TO REFER TO OR
INCLUDE THE TERMS, COVENAI{:TS, CO}TDITIONS OR LIMITATIONS CONTAINED
IN AN INSTRI]ME}TT CREATING A LEASE.
AS USED IN PARAGRAPHS 1(B) (1) AI{D 6, THE WORDS "COVENA}IIS'
CONDITIONS OR RESTRICTfONS'I SHALI, NOT BE DEEMED TO REFER TO OR
INCI,UDE A}TY COVENAI\ITS, CONDITIONS OR RESTRICTIONS REI'ATING TO
EN'VIRONMENTAL PROTECTION .
THIS ENDORSEMENT IS MADE A PART OF THE POLICY AND IS SI]BJECT TO ALL'
OF THE TERMS AND PROVISIONS THEREOF AND A}IY PRIOR ENDORSEME}flTS
THERETO. EXCEPT TO THE EXTENT EXPRESSLY STATED, IT NEITHER MODIFIES
.AI\TY OF THE TERMS AI{D PROVISIONS OF THE POLICY AND A}IY PRIOR
ENDORSEMENTS, NOR DOES IT EXTEIID THE EFFECTIVE DATE OF THE POLICY
AI{D A}TY PRIOR ENDORSEMENTS, NOR DOES IT INCREASE THE FACE AIIOIJNT
THEREOF.
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LAI.ID TITLE GUARANTEE
Dated May 2L, L995
Case GTF22O344
Policy LTHJ220344
COMPA}IY ENDORSEMENT 347.6P
Countersigned:
Authorized Officer or Agent.
GEOTECHNICAL/SOILS
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Ron & Jean Smith
October 25,1999
PageZ
conglomerate lenses. The bedding is nearly flat to gently dipping down to the south.
Major faults have not been mapped in the vicinity of the property (Kirkham and Rogers,
1981).
Geologic Assessment: It should be feasible to develop the property as proposed on the
site, piovided good engineering principles and practices are used in the design. This
assesiment shows that the property is not exposed to landslide, rockfall or ground
subsidence hazards. There are some conditions of a geologic nature which should be
considered as planning and design proceeds. These conditions are discussed below.
Foundation Conditions: The alluvial soils, in places, could have a collapse or
settlement potential. The subsurface conditions are currently being evaluated as part of
the preliminary subdivision plan design. If settlement prone soils are present, their
potential impacts are typically mitigated by control of landscape irrigation near the
tuilding, heavily reinforced foundation walls, and low footing bearing pressures. In
,om. cir.r, the compressible soils can be excavated and replaced with compacted
structural fill. Due to the shallow groundwater conditions, basement level construction
may need to be limited or avoided.
Ftooding and Surface Drainage: Some flooding should be expected from the nan[al
slopes to the north of the development during periods of snowpack melting and intense
preiipitation. Consideration should be given to tining the irrigatiou ditch on the north
iiO" of the property to prevent potential over topping and flooding, and to help reduce
groundwater impacts on the development.
Earthquake Considerations: The development could experience moderately strong
earthquake-related ground shaking. Modified Mercalli Intensity VI ground shaking
could occur during a reasonable service life for development, but the probabiliry for
stronger ground shaking is low. Intensity VI ground shaking is feit by most people and
."rr.r general alarm, but results in negligible damage to structures of good design and
construction. The residences should be designed to withstand moderately strong ground
shaking with little or no damage and not to collapse under stronger ground shaking.
The region is in Uniform Building Code, Seismic Risk Zone 1. Based on our current
understanding of the earthquake hazard in this part of Colorado, we see no reason to
increase the commody accepted seismic risk zone for the area.
Limitations: This study was conducted according to generally accepted engineering
geologic principles and practices in this area at this time. We make no waranty either
J*pr.it.O or implied. The conclusions presented in this report are based on the site
reionnaissance, review of published geologic maps, and our experience in the area.
This report has been prepared for the exclusive use by our client for project planning
and preliminarY design.
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Ron & Jean Smith
October 25, L999
Page 3
If you have any questions or if we can be of further assistance, please let is know.
Sincerely,
HEPWORTH - PAWLAK Gv
Jordy Z. Adamsonlh. I
Reviewed by:
Steven L. Pawlak, P.E.
JZAlksm
REFERENCES
Kirklram, R.M. and Rogers, W.P., 1981 . Eanhquake Potential in Colorado - A
Preliminary Evaluation Colorado Geological Survey, Bulletin 43.
Soule, J.M. and Stover, 8.K., 1985. Surficial Geology, Geomorphology and General
Engineering Geology of Pans of the Colorado River Valley, Roaring Fork River Vallq,
and Adjacent Areas. Garfietd Counry, Colorado. Colorado Geological Survey, Open
File Report 85-1.
Tweto, O. and Others, 1978. Geologic Map of the Leadville I ox 2 " Quadrangle,
Northwestern Colorado. U.S. Geological Survey, Map I-999.
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Hepworth-Pa'rvlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-E454
hpgeo@hpgeotech.com
PRELIMINARY GEOTECHNCAL STIJDY
PROPOSED SMITH SI.IBDIVISION
HIGHWAY 6 AND COUNTY ROAD 216
GARFIELD COLTNTY, COLORADO
JOB NO. t99 75r
NOVEMBER 11, I.999
PREPARED FOR:
RON & JEAN SNIITH
C/O JOHN L. TAUFER & ASSOCIATES
ATTN: JOHN TAUFER
P.O. BO)K227L
GLENWOOD SPRINGS, COLORADO 81602
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mPwoRTH - PAWLAK GEOTECHMCAL, INC.
November 11, 1999
Ron & Jean Smith
c/o John L. Taufer & Associates
Attn: John Taufer
P.O. Box227L
Glenwood Springs, Colorado 81602 Job No. 199 751
Subject: Report Transmittal, Preliminary Geotechnical Study, Proposed Smith
subdivision, Highway 6 and county Road 216, Garfield County,
Colorado
Dear Ron & Jean Smith:
As requested, we have conducted a geotechnical study for the proposed subdivision.
The property is suitable for the proposed development based on geologic and
geotichnical conditions. Basement level construction may need to be limited or avoided
du. to relatively shallow groundwater. Lining the lower Cactus Valley Ditch may help
to reduce groundwater impacts on the project.
Subsurface conditions encountered in the exploratory borings drilled on the site consist
of about Vz foot of topsoil overlying relatively loose to medium dense, stratified sand,
silt and clay. Boring 6 encountered medium stiff sandy silt and clay to a depth of 5rh
feet, overlying the sand and silt. Groundwater was encountered between 5 ar:d llVz
feet in the borings.
Spread footings pl.aced on the natural subsoils and designed for an allowable bearing
pi6rr." of between 800 psf to 1,500 psf appear suitable at the building sites. Footings
should be kept at least one foot above the groundwater level.
The report which follows describes our exploration, summarizes our findings, and
presents our recommendations suitable for planning and preliminary design. It is
i*port*t that we provide consultation during design, and field services during
construction to review and monitor the implementation of the geotechnical
recommendations.
If you have any questions regarding this report, please contact us.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
7+%"-frtlh@
Thomas l. Wes6off /4
Rev. By: SLP
TfW/ksm
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TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY
PROPOSED DEVELOPMENT
SITE CONDITIONS
FIELD EXPLORATION
SUBSURFACE CONDITIONS
PRELIMINARY DESIGN RECOMMENDATIONS
FOUNDATIONS
FLOOR SLABS
UNDERDRAIN SYSTEMS
PAVEMENT SUBGRADE
SITE GRADING
SURFACEDRAINAGE ...
SEPTIC DISPOSAL SYSTEMS
LIMITATIONS .
REFERENCE . .
FIGURE 1 - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURES 4,5, & 6 - SWELL-CONSOLIDATION TEST RESULTS
FIGIJRE 7 - HVEEM STABILOMETER TEST RESULTS
TABLE I - SUMMARY OF LABORATORY TEST RESULTS
TABLE II - PERCOLATION TEST RESULTS
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H-P GEoTEcH
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PURPOSE AND SCOPE OF STUDY
This report presents the results of a preliminary geotechnical study for the
proposed Smith Subdivision to be located northwest of the intersection of State Highway
6 and County Road 216, Garfietd County, Colorado. The project site is shown on
Fig. 1. The purpose of the study was to evaluate the geologic and subsurface conditions
and their impact on the project. The study was conducted in accordance with our
proposal for geotechnical engineering services to Ron and Jean Smith, dated September
20, Lggg. We previously conducted a geologic hazards assessment for the property and
presented our findings in a repoft dated October 25, 1999, (Hepworth - Pawlak
Geotechnical, 1999).
A field exploration program consisting of a reconnaissance and exploratory
borings was conducted to obtain information on the site and subsurface conditions.
Samples of the subsoils obtained during the field exploration were tested in the
laboratory to determine their classification, compressibility or swell and other
engineering characteristics. The results of the field exploration and laboratory testing
were analyzed to develop recommendations for project planning and preliminary design.
This report summarizes the data obtained during this study and presents our conclusions
and recommendations based on the proposed development and subsurface conditions
encountered.
PROPOSED DEVELOPMENT
The proposed development will consist of a 9 lot subdivision as shown on Fig.
1. Lots 4 and 6 are occupied by existing residences. The other lots will be developed
with single family homes. Private driveways will access the building sites. We assume
the residences will be typical of the area and be one to three stories. tmffiffi'li
dfhe development will be serviced with a
central water system from an existing well and individual septic disposal systelns.
H-P GEOTECH
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If development plans change significantly from those described, we should be
notified to re-evaluate the recommendations presented in this report.
SITE CONDITIONS
The proposed development covers about 24.6 acres west of the Town of Silt.
The terrain is relatively flat with a slight slope down to the south. A paved driveway
provides access to existing residences on proposed Lots 4 and 6. The site is fenced and
at the time of our field work was being used as horse pasture. The Lower Cactus Valley
Ditch borders the north side of the property.
FIELD EXPLORATION
The field exploration for the project was conducted on September 27,1999. Six
exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the
subsurface conditions. The borings were advanced with 4 inch diameter continuous
flight auger powered by a truck-mounted Longyear BK-5lHD drill rig. The borings
were logged by a representative of Hepworth-Pawlak Geotechnical, Inc.
Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon
samplers. The samplers were driven into the subsoils at various depths with blows
from a 140 pound hammer falling 30 inches. This test is similar to the standard
penetration test described by ASTM Method D-1586. The penetration resistance values
are an indication of the relative density or consistency of the subsoils. Depths at which
the samples were taken and the penetration resistance values are shown on the Logs of
Exploratory Borings, Fig.2. The samples were returned to our laboratory for review
by the project engineer and testing.
H.P GEOTECH
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STJBSI'MACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on
Fig. Z. The subsoils generally consist of about r/z foot of topsoil overlying relatively
loose to medium dense, mixed sand, silt and clay. Boring 6 encountered medium stiff
sandy silt and clay to a depth of.5Vz feet, overlying the sand and silt.
Laboratory testing performed on samples obtained from the borings included
natural moisture content and density, consolidation tests, percent silt and clay
gradations analyses, Atterberg limits, and R-value tests. Results of consolidation
testing performed on relatively undisturbed drive samples, presented on Figs' 4'5' and
6, indicate low to moderate compressibility under light loading and moderate to high
compressibiliry under additional loading and wetting. Hveem stabilometer R value test
results on a combined sample of the near surface soils are shown on Fig' 7' The
laboratory testing is summarized in Table I.
Free water was encountered in the borings at depths of 5 to LlVz feet below the
ground surface. The upper soils were slightly moist to very moist.
PRELIMINARY DESIGN RECOMMENDATIONS
The conclusions and recommendations presented below are based on the
proposed development, subsurface conditions encountered in the exploratory borings,
and our experience in the area. The recommendations are suitable for planning and
preliminary design but
FOUNDATIONS
Bearing conditions will vary depending on the specific location of the buildings
on the property. Based on the nature of the proposed construction, spread footings
bearing oo the natural subsoils should be suitable at the building sites. We expect the
footings can be sized for an allowable bearing pressure in the range of 800 psf to 1'500
H.P GEOTECH
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psf. Foundation walls should be designed to span local anomalies and to resist lateral
earth loadings when acting as retaining structures. Below grade areas and retaining
walls should be protected from wetting and hydrostatic loading by use of an underdrain
system. The footings should have a minimum depth of 36 inches for frost protection.
Due to the soft soils and potential for the water level rise, the footing bearing level
should be kept at least one foot above the groundwater level. A proposed subgrade near
the existing ground surface appears feasible for the water tank support. Settlement of
the tank could be a few inches or more depending on the loading conditions. We can
review the tank foundation design when available.
FLOOR SLABS
Slab-on-grade construction should be feasible for bearing on the natural soils.
There could be some post construction slab movement due to variations and
compressibility of the soils. To reduce the effects of some differential movement, floor
slabs should be separated from all bearing walls and columns with expansion joints.
Floor slab control joints should be used to reduce damage due to shrinkage cracking' A
minimum 4 inch thick layer of free-draining gravel should underlie interior slabs and
connected to the perimeter underdrain system (if provided) to facilitate drainage. Iffi'''i
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nM[iF18orslabandcrawlspacegradeshouldbekeptatleast2
feet above the groundwater level.
UNDERDRAIN SYSTEMS
Free water was encountered in the exploratory borings at 5 to llth feet below
the ground surface. It has been our experience in the area that local groundwater can
rise during the irrigation season and times of heavy precipitatiotr or seasonal runoff' An
underdrain system should be provided to protect below-grade constructiotr, such as
retaining walls, crawlspace and basement areas from wetting and hydrostatic pressure
buildup. The drains should consist of drainpipe surrounded above the invert level with
free-draining granular material. The drains should be placed at each level of excavation
H.P GEOTECH
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and at least 1 foot below lowest adjacent finish grade and sloped at a mhimum l% to a
suitable gravity outlet or sump.
PAVEMENT SUBGRADE
ffiffiMq+,W?
ials. The
Hveem stabilometer test performed on a combined sample indicate an "R" value of 14.
The soils are considered moderately to highly susceptible to frost action. Frost
susceptible soils are problematic when there is a free water source. If these soils are
wetted, the resulting frost heave movements can be large and erratic. The collection
and diversion of surface drainage away from paved areas is important to the satisfactory
performance of pavement. Drainage design should provide for removal of water from
paved areas and prevent wetting of the subgrade soils. In shallow groundwater areas,
subgrade stabilization, such as with a geogrid mat and coarse subbase aggregate could
be needed.
SITE GRADING
Structural fills should be compacted to at least 95% of the maximum standard
proctor density near optimum moisture content. Prior to filI placement, the subgrade
should be carefully prepared by removing all vegetation and topsoil. The fill should be
benched into slopes that exceed 20% grade. The on-site soils excluding topsoil should
be suitable for use in embankment fills. The soils eould require drying before reuse as
structural material.
Permanent unretained cut and fill slopes should be graded atZhorizontal to
1 vertical or flatter and protected against erosion by revegetation, rock riprap or other
means.
SURFACE DRAINAGE
TheCWffi r the subd iv i s io n should,M$f.Bfifr ffi tf ffi Hffi ffiffi ,:
!
utffigpffift e norrh of the proj ect,'{nmqf,[f*fim1.**m* n*s.tri564 , r'
H-P GEOTECH
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should not be allowed to pond which could impact
foundations or roads. To limit infiltration into the bearing soils next to buildings,
exterior backfill should be well compacted and have a positive slope away from the
building for a distance of 10 feet. Roof downspouts and drains should discharge well
beyond the limits of alt backfitl and landscape irrigation should be restricted.
SEPTIC DISPOSAL SYSTEMS
Percolation tests were conducted to evaluate the feasibility of infiltration septic
disposal systems at the site. Percolation test borings were drilled near Borings 2
through 6. The test borings were soaked with water one day prior to testing. The
percolation test results are presented in Table II. The results ranged from 80 to 160
minutes per inch and averaged 120 minutes per inch. Based on the typical silty and
sandy subsurface conditions encountered, we expect infiltration septic disposal systems
should be feasible. The auger holes may have been somewhat sealed by the clayey
soils. Additional tests in hand dug holes should be performed for design of the
individual septic systems.
LIMITATIONS
This study has been conducted according to generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty
either expressed or implied. The conclusions and recommendations submitted in this
report are based upon the data obtahed from the field reconnaissance, the exploratory
borings located as shown on Fig. 1, the proposed type of construction and our
experience in the area. Our findings include interpolation and extrapolation of the
subsurface conditions identified at the exploratory borings and variations in the
subsurface conditions may not become evident until excavation is performed. If
conditions etrcountered during construction appear different from those described in this
report, we should be notified so that re-evaluation of the recommendations may be
made.
H.P GEOTECH
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This report has been prepared for the exclusive use by our client for planning
and preliminary design purposes. We are not responsible for technical interpretations
by others of our information. As the project evolves, we should provide continued
consultation, conduct additional evaluations and review and monitor the implementation
of our recommendations. Significant design changes may require additional analysis or
modifications to the recommendations presented herein. We recommend on-site
observation of excavations and foundation bearing strata and testing of structural fill by
a representative of the geotechnical engineer.
Respectfully Submitted,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
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Thomas J. Westhoff
Reviewed By:
Steven L. Pawlak, P.
TfW/ksm
REFERENCE
Hepworth - Pawlak Geotechnical, Inc., "Geologic Hazards Assessment Proposed
Smith Subdivision Highway 6 and Road 216, Garfield County, Colorado",
prepared for Ron and Jean Smith, dated October 25, L999, Job No. 199 75L.
.u. F,<)
7r_... " ) {lt,
H.P GEOTECH
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APPROXIMATE SCALT
1" = 2OO'
LO*ER
CACNS 'A'9'
oO
BORING 1
LOT 7
a
BORING 2
ooCz-{
no
(7
N
o,
BORING 4
a
LOT 5
LOT 1
o
BORING 6
Cxm
F
f
zm
H'GHWAY 6
PROPOSED
WATER
TANKS
LOCATION
LOT B
LOT 9
O
BORING
- EXIS]]NG
7- nesoexce
*:
\-- --a
LOr6 I
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'JSHED
TaEXISTING
U.RESIDENCE
EXIST1NG EXISTING
ROAD WELLI
\
PROPERTY
BOUNDAR
LOCAT]ON OF EXPLORATORY BORINGSHEPWORTH - PAWLAK
GEOTECHNICAL, INC.
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BORING 'I BORING 2 BORING 3 BORING 4 BORING 5 BORING 6
12/12
WC=12.9
DD=ll3
-20O=43
fi/12
WC=8.9
DD=tO5
7 /12
Wc=12.E
DD=110
7 /126/12
WC=l5.2
DD=l11
-2O0=5,|
10/6,3/6
WC=21.0
DD=107*20O=48
[I=19 0NP:3/12
WC=27.4
DD-95
-20O=80LL:28
Pl=9
3/12 4112 g
oE,
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Tloo
6/12 5/12
5/12
ooE
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Note: Explonotion of symbols is shown on Fig' 3-
(o
(o
{u
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m rrl
9Erioo4T{L-z-ol
F;
-=6[
roc)a
o-n
rrlx-Dron
-{on
(Doazoa
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LEGEND:
TOPSOIL; orgonic, sondy silt ond cloy, slightly moist' dork brown'
SILT AND CLAY (ML-CL); sondy, medium stiff, slightly moist to moist' brown' strotified with silty
grovel ond cloYeY sond'
SAND AND SILT (SM-ML); cloyey, scottered grovel' lo.ose to medium dense' slightly moist to
i"i'rilr,.a"lp,, L.o*n,-lirotitie6'with silty cloy, low to non plostic fines.
h Rerotively undisturbed drive somple; 2-inch l.D' colifornio liner somple'
H
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Drive sompre: stondord penetrotion test ( sPr ), 1 3/8-inch l'D' split spoon somple' ASTI,I D - 1586'
Drivesompleblowcount;indicotesthot4blowsofol4O.poundhommerfollingS0incheswere+/12 ,iqi-irJ"i! arir" the Coiifomio or SPT sompler 12 inches.
0,1
= Depth of which free woter wos encountered ond number of dop ofter drilling meosurement wos mode'
NOTES:
1. Explorotory borings were drilled on Septem6er 27,1999 with o 4_inch diometer continuous flight power
ouger'
t^?A+A?\tharinas wer notely by pocing from feotures shown
2. Locotions of explorotory borings were meosured opproxit
on the site Plon Provided'
3. Erevotions of exprorotory borings were not meosured ond rogs of explorotory borings ore drown to depth'
4. The exprorotory boring rocotions ond elevotions should be considered occurote only to the degree implied
bY the method used'
5. The rines between moteriors shown on the explorotory boring rogs represent the opproximote boundories
between moterioi tlpes ond tronsitions moy be groduol'
6.Woterlevelreodingsshownonthelogsweremodeotthetimeondundertheconditionsindicoted.-' ituctuotion in wot-er level moy occur with tirne'
7. LoborotorY Testing Results:
WC = Woter Content ( 71 )
DD = Dry DensitY ( Pcf )
-ZOO = 'Percent'pitssing No' 200 sieve'
NP : NonPlostic
LL = r-iquio Limit ( %.)- ,
Pl : PldsticitY lndex ( % )
LEGEND AND NOTESHEPWORTH PAWLAK
GEOTECHNICAL. INC.
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Moisture Content : 26.9 Percent
Dry DensitY = 99 Pcf
Somple of: Very SiltY CloYeY Sond
From: Boring 1 of 3 Feet
No movement
uPon
wetting
be
co
tho
Q)
a
Eoo
10
APPLIED PRESSURE - ksf
SWELL-CONSOLIDATION TEST RESULTSHEPWORTH PAWLAK
GEOTECHNICAL, INC.
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Moisture Content = 24.8 Percent
Dry Density = 99 Pcf
Somple of: VerY SiltY CloYeY Sond
From: Boring 2 of 5 Feet
0
1
be
co
thoq)
Lo
EoO
2
3
+
5
6
7
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10
APPLIED PRESSURE - ksf
SWELL_CONSOLIDATION TEST RESULTSHEPWORTH PAWLAK
GEOTECHNICAL, INC.199 751
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N
0
co'64Aloo
E8z
1.0 10
APPLIED PRESSURE - ksf
100
0.1
N
c
.eoo
e,l-o.
Eo
C)
0.1 1.0 10
APPLIED PRESSURE - ksf
Moisture Content = 8.9 Percent
Dry Density = 105 Pcf
Somple of: Silty CloYeY Sond
From: Boring 4 of 2 Feet
ll
Compression
upon
wetting ]]
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Moisture Content = 12.8 Percent
Dry Density : 110 Pcf
Somple of: VerY SondY SiltY CloY
From: Boring 6 of 2 Feet
IaNo movement
upon
wetting l
J
\
\u
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100
SWELL-CONSOLIDATION TEST RESULTSHEPWORTH PAWLAK
GEOTECHNICAL, INC.199 7s1
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TEST SPECIMEN
MOTSTURE CONTENT (%)
DENSITY (p"f)
22/513"R" VALUE/EXUDATION PRESSURE (psi)
"R" VALUE AT 300 Psi = 14
100
90
"R" 80
V
70
A
160
U
50
E
40
30
20
10
0 100 400 500 600
(psi)
700 800
EXUDATION PRESSURE
SOIL TYPE: SondY SiltY CloY
SAMPLE LOCATION: Borings 1,2,3, ond 5 combined
GRAVEL % SAND %
LIQUID LIMIT 31 %
ot 0.5 to 4 Feet
SILT AND CLAY 50
PLAST]CITY INDEX 13
d/a
c/la
on
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HVEEM STABILOMETER TEST RESULTSHEPWORTH - PAWLAK
GEOTECHNICAL, INC.199 751
- !t r I rr rl r - - ! -t- - I - r- I - r
HEPWORTH-PAWLAK GEOTECHNICAL, tt'tc.
TABLE I
SUMMARY OF LABORATORY TEST RESULTS
JOB NO. 199 751
HVEEM
STABILOMETER
.R'
VALUE
sorL oR
BEDROCK TYPE
SAMPTE I.OCATION NATUBAL
MOISTURE
CONTENT
(%l
NATURAL
DRY
DENSITY
(pctl
GRADATION PERCENT
PASSING
NO. 200
SIEVE
ATTERBERG UMITS UNCONFINED
COMPRESSIVE
STRENGTH
IPSFI
EORING DEPTH
(lsotl
GBAVEL
(%t
SAND
(%t
LIOUID
LIMIT
(%l
PLASTIC
TNDEX
(%l
1 3 26.9 99 Very Silty Clayey Sand
I 21.O 107 48 Very Silty Clayey Sand
2 5 24.8 99 Very Silty Clayey Sand
3 3 12.9 113 43 Very Silty Clayey Sand
4 2 8.9 105 Silty Clayey Sand
5 15.2 111 51 19 NP Very Sandy Silt
5 8 27.4 95 80 28 I Sandy Silty Clay
6 2 12.8 110 Very Sandy SiltY ClaY
31 13 14 Sandy Silty ClaY
Borings
combined
1,2 3,5
Yz-4 60
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TABLE II
PERCOLATION TEST RESULTS JOB NO.199 751
P 1of2
NorE; percolation test hotes were drilled with a 7 inch diameter auger and soaked one day prior to testing' Percolation tests
were conducted on september 2g, 1999. Percolation rate shown are the avelage of the Iast three readings'
HOLE
LOCATION
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
ilNCHES)
DROP IN
WATER
LEVEL
flNCHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH}
5 ft, East of
Boring 2
36 20 15112 15114 114
160
15114 15 1/8 1ls
15 1/8 15 118
15 14 7lA 1/8
14 718 14 314 118
5 ft. North
Of Boring 3
36 20 14 314 14114 1t2
80
14114 13 314 112
13 314 13112 114
13112 131t4 1t4
13114 13 14
5 ft. West
of Boring 4
43 20 18114 17 314 112
120
17 314 17 112 114
17 112 17 114 114
17 114 17 114
17 17 o
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TABLE II
PERCoLATIoNTESTRESULTSJoBNo.I99TSIrEn\/\rLAl lr-rlr I l-s I rrbvvL' e
Page 2 of 2I2
HOLE
LOCATION
HOLE DEPTH
(rNcHES)
LENGTH OF
INTERVAL
(MIN}
WATER DEPTH
AT START OF
INTERVAL
(INCHES}
WATER DEPTH
AT END OF
INTERVAL
{INCHES)
DROP IN
WATER
LEVEL
(rNcHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH)
6 ft. West
of Boring 5
40 20 17 114 16 3/4 1t2
120
16 314 16112 114
16112 16114 1t4
16114 16114 o
16114 16 114
6 ft. West
of Boring 6
40 20 15 14 112 1t2
120
14112 14114 114
14114 14 1t4
14 13 314 1t4
13 314 13 3t4 0
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NorE: percolation test holes were drilled with a 7 inch diameter auger and soaked one day prior to testing' Percolation tests
|
'rv t L'
;HH;;;;;;;;".b"r za, i99g. percoration rate ihown are the averase of the last three readinss'
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December 7, 1 999
Mr. John Taufer
Re: Domestic Water SYstem
Page 2
compon-ent thereo
Please note that we have talked'kutiE$g[*.
Fire Protection Dislrict, regarding the volu
pumps 2 and 3 (hiqh service pumps): These two pumps would be variable
speeo pumps capable of supporting a capacity between zero gpm and 135 gpm
(each). Each of these pumps would also be capable of pumping against a 125
foot total dynamic head.
Pumo 4 (fire pump): This pump is a constant demand pump capable of
pumping 5OO gpm under a fire flow scenario against 125 feet of total dynamic
head.
With all for four pumps running, the total flow delivery for the pump station
would be 790 gpm. From the pump station, an 8" diameter PVC C9OO main
would be utilized to distribute flow throughout the subdivision' The fire
hydrants are located to provide adequate access to the f ire hydrants for fighting
a fire for any of the proposed lots within the subdivision' Six-inch leads from
the 8" main would be provided to the fire hydrants'
For service to the individual lots, 2" service lines would be provide from the
main to the lot lines. Depending upon locations of the homes developed within
the lots, a 3t4" to a 2" diameter service line will be needed' Please note the
following:
For lots that have the homes located within 50 feet of the main, a 314"
line will be all that is needed for adequate service'
For lots that have the homes located between 50 and 100 feet from the
main, a 1Yz" line will be necessary'
For lots that have the homes in excess of 100 feet from the main, a 2"
service line will be necessarY.
a.
t{iffsru@Bg(reffiErwnmgffi{ffiIWr 96ry's€{r*Mffitw;; GF
An emergency Storage component has also been added into the tank equal to
the service Storage. Total storage requirement considering service, emergency
SCHMUESER GORDON MEYER, INC.
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December 7, 1999
Mr. John Taufer
Re: Domestic Water System
Page 3
and fire storage is 16,300 gallons. As previously stated, we are providing a
minimum 2O,OOO gallon tank (which is standard size) for this subdivision.
a point of reference, the UFC would require a
minimum of 18O,OOO gallons storage for this tank for the fire flow conditions.
lDype of storage
in that#m the subdivision
iiiffiaintenance dependent facilities would need to be installed to assure
this problem would not exist.
Upon receipt and review of this letter and attached calculations, if you have any questions or
comments, please don't hesitate to call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
JSS':lec/99112A.2
GORDON MEYER, INC.
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SMITH SUBDIVISION
DOMESTIC WATER SYSTEM CALCULATIONS
DATE: 1111199
SUMMARY OF DOMESTIG WATER SYSTEM CALCULATIONS
PROVIDE 2 PUMP STATIONS
1. PUMP STATION NUMBER ONE IS THE WELL STATION.
THE WELL PUMP STATION WILL NEED TO DELIVER 20 GALLONS
PER MINUTE AGAINST THE SUCTION HEAD WELL DEPTH) + 23 FEET.
PROVIDE A CHLORINATION FACILITYAT THE WELL PUMP, PROVIDE DETENTION
TIME IN THE TANK.
2. PUMP STATION NUMBER TWO IS THE DOMESTIC SERVICE PUMP STATION.
THE DOMESTIC SERVICE PUMP STATION WILL NEED TO BE A VARIABLE SPEED
PUMP STATION CAPABLE OF SUSTAINING AN HGL OF 5592 FEET. THE PUMP STATION
WILL NEED TO PROVIDE SERVICE FLOWS FROM O GPM TO 135 GPM WITH REDUNDANCY
AND WILL NEED TO DELIVER AN ADDITIONAL 5OO GPM (FIRE PUMP) WHEN NEEDED.
THEREFORE, THE STATION WILL LIKELY HAVE A O-20 GPM JOCKEY PUMP, TWO O-135
GPM HIGH SERVICE PUMPS AND ONE 5OO GPM FIRE FLOW PUMP. TOTAL FLOW DELIVERY
FOR THE PUMP STATION WILL BE 790 GPM.
PROVIDE AN 8" DIA. PVC, C-gOO MAIN DISTRIBUTION LINE.
PROVIDE 6" DIA. LEADS TO FIRE HYDRANTS.
PROVIDE 2'SERVICE LINES TO PROPERW LINES.
DEPENDING UPON LOCATION OF THE HOMES WITHIN THE LOTS, A314" TO 2" SERVICE LINE
WILL BE NEEDED.
1. FOR LOTS THAT HAVE THE HOMES LOCATED WITHIN 50 FEET OF THE MAIN, A 3/4'LINE WILL
BE ALL THAT IS NEEDED FOR ADEQUATE SERVICE'
2. FOR LOTS THAT HAVE THE HOMES LOCATED BETWEEN 50 AND 1OO FEET OF THE MAIN' A
1 1/2" LINE WILL BE NECESSARY.
3. FOR LOTS THAT HAVE THE HOMES IN EXCESS OF 1OO'FROM THE MAIN, A 2" SERVICE LINE
WILL BE NECESSARY.
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SMITH SUBDIVISION
DOMESTIC WATER SYSTEM CALCULATIONS
DATE: 11/1199
DOM ESTIC DEMAND REQUIREMENTS:
NUMBER OF UNITS PROPOSED TO BE SUPPLIED BY DOMESTIC SYSTEM:
INDIVIDUALDEMANDPERLoT:(3.5PERSoNS/UNIT@100GPCD)
TOTAL AVERAGE DAY DEMAND FOR DOMESTIC SYSTEM:
(WELL PUMP WILL BE SIZED TO DELIVER TWICE A.D.F. DEMAND OVER 12 HOURS)
PEAK HOURLY DEMAND FOR DOMESTIC SYSTEM: (4x A'D'F')
(TANKWILL PROVIDE THIS DEMAND INSIDE 12 HOURS)
PEAK DAILY DEMAND: (2'0 x A'D'F.)
TANK SIZING REQUIREM ENTS:
SERVICE STORAGE: (A.D.F. x 1)
EMERGENCY STORAGE: (A.D'F. x 1)
F|RE STORAGE (PER DON ZORDELL W/ BURNING MOUNTAIN F.P. DIST)
TOTAL STORAGE REQUIREMENT:
(DEFAULT TANK STORAGE, FOR STANDARD TANK SIZE)
TANK FLOOR ELEVATION:
TOP OF TANKWATER SURFACE ELEVATION:
GROUND ELEVATION AT WELL:
WELL PUMP HEAD = DEPTH OF WELL + GROUNDffANK DIFFERENCE OF:
MAXIMUM CAPACITY OF PUMP:
HIGHEST GROUND LEVEL FOR DOMESTIC SERVICE:
MAXIMUM BUILDING HEIGHT OF HOME:
MINIMUM DELIVERY PRESSURE OF DOMESTIC: (lN P'S'l')
MINIMUM DELIVERY PRESSURE OF DOMESTIC: (lN FEET)
M|NIMUM H.G.L. FOR DOMESTIC PUMP: (AFTER CONSIDERING HEAD LOSSES)
9.00
350.00
3,150.00
8.75
12,600.00
17.50
6,300.00
UNITS
G.P.D.U
G.P,D.
G.P.M.
G.P.D.
G.P.M.
G.P.D.
3,150.00
3,150.00
10,000.00
16,300.00
20,000.00
5,460.00
5,468.00
5,445.00
23.OO
20.00
5,468.00
20.00
50.00
115.47
5,592.00
GALLONS
GALLONS
GALLONS
GALLONS
GALLONS
FEET
FEET
FEET
FEET
G.P.M"
FEET
FEET
P.S.l.
FEET
FEET
8.OO FEET
23,83 FEET
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SMITH SUBDIVISION
POTABLE WATER TANK SIZING
DATE: 1111199
DETERMINE TANK SIZING REQUIREMENTS:
MINIMUM VOLUME REQUIRED:
SQUARE TANK:
DEPTH (PROVIDES 2 FT. FREEBOARD)
WIDTH
LENGTH
CIRCUI.AR TANK:
DEPTH (PROVIDES 2 FT. FREEBOARD)
DIAMETER
2O,OOO.OO GALLONS
8.OO FEET
21.11 FEET
21.11 FEET
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SMITH SUBDIVISON, WELL HOUSE TO TANK
Worksheet for Pressure PiPe
Project DescriPtion
Project File untifled
Worksheet WELL TO TANK
Flow Element Pressure PiPe
Method
Solve For
Hazen-Williams Formula
Elevation at 2
lnout Data
Pressure at 1 0.00 lbs/in2
Pressure at 2 0.00 lbs/in2
Elevation at 1 100.00 ft
Length 900.00 ft
C Coefficient 150'0
Diameter 2.00 in
Discharge 20.00 gaUmin-
Elevation at 2
Headloss
Flowfuea
Wetted Perimeter
92.29 ft
7.71 ft
Energy Grade at 1 100.06 ft
Energy Grade at? 92.36 ft
Hydraulic Grade at 1 100.00 ft
Hydraulic Grade at 2 92.29 ft
0.02 ft2
0.52 ft
Velocity 2.O4 fUs
Velocity Head 0.06 ft
Friction Slope 0.008555 fUft
Nov 29, 1999
16:.19:22
SCHMUESER GORDON MEYER' INC'
37 Brookside Road Vvaterbury, CT 06708
FlowMaster v4.1c
Page 1 of 1
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Haestad Methods, lnc.(2O3) 75s-1 666
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Steady State AnalYsis
Project Engineer: Jeff Simonson, P'E'
V\raterCAD vl .5 [O41a]
(2O3) 755-1666 Page 1 of 1
P34
J-25
Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM
d:\haestadMtrc\smithfi.wcd Schmueser Gordon Meyer' lnc'
11/03/9904:52:35PM@HaestadMethods,lnc.3TBrooksideRoadwaterbury'cT06708USA
Node
Labe
Elevation
(ft)
Demand
Type
Demand
(spm)Pattem
Calculated
Demand
(spm)
Hydraulic
Grade
(fr)
Pressure
(psi)
J-1
J-2
J-3
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J-5
J-6
J-7
J€
J-9
J-10
J-11
J-12
J-1 3
J-14
J-1 5
J-1 6
J-'18
J-19
J-20
J-21
J-22
J-23
J-24
J-25
J-26
5,460.00
5,449.00
5,453.OO
5,453.00
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5,456.00
5,449.OO
5,438.00
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5,468.00
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Demand
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Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
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0.00
0.00
0.00
0.00
1,000.00
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Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Filed
Fixed
Fixed
Fixed
Fixed
Fixed
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0.00
0.o0
1,000.00
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0.00
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5,582.85
5,581 .49
5,579.16
5,578.21
5,586.92
5,586.92
5,586.92
5,581.49
5,579.16
5,574.21
5,579.16
5,581 .49
5,582.85
5,586.92
5,586.92
5,586.92
5,581.49
5,579.16
5,574.21
5,579.'r6
5,581.49
5,582.85
5,586.92
€.33
59.64
56.15
55.56
53.69
52.85
59.64
64.40
64.40
56.86
54.56
52.41
48.O7
49.O7
49.67
53.15
62.67
61 .37
56.86
54.13
52.41
50.23
52.97
54.42
56.18
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Steady State Analysis
Junction Report
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Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM
d :\haestadWtrc\smithff.wcd Schmueser Gordon Meyer, lnc.
Project Engineer: Jeff Simonson, P.E.
WbterCAD vl .5 [O41al
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Steady State Analysis
Pipe Report
Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM
d :\haestad\wtrc\smithff .wcd Schmueser Gordon Meyer, lnc.
Project Engineer: Jeff Simonson, P.E.
V\faterCAD vl .5 [O41a]
Link
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Length
(fi)
Material lnitial
Status
Current
Status
Discharge
(spm)
y'elocity
(fl/s)1in)(ft)
P-1
P-17
P-3
P-7
P-4
P-33
P-5
P-23
P-31
P6
P-25
P-29
P-27
P-19
P-21
P-35
P-18
P-20
P-22
P-24
P-26
P-2A
P-30
P-32
P-34
P-36
53.39
27.U
288.25
63.39
96.99
50.oo
164.54
50.00
50.00
67.94
s0.00
50.00
50.00
50.00
50.00
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279.28
216.67
m.44
194.03
192.51
212.a6
210.05
242.13
183.38
157.27
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Copper
PVC
Copper
Copper
Copper
Copper
Copper
Copper
Copper
Copper
Copper
150.0
150.0
150.0
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150.0
135.0
150.O
135.0
135.0
150.O
135.O
135.0
135.0
135.0
135.0
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1 1logl99 04:52:55 PM @ Haestad Methods, lnc. 37 Brookside Road Waterbury, CT 06708 USA (2O3) 755-1 666 Page 1 of 1
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Steady State Analysis
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Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM Project Engineer: Jeff Simonson' P'E'
d:\haestadVvtrc\smithwal .wcd Schmueser Gordon Meyer, lnc. VUaterCAD vl '5 [O41a]
lltrtgtgg O4:S3:3O PM @ Haestad Methods, lnc. 37 Brookside Road \Mterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
Node
Label
Elevation
(ft)
Demand
Type
Demand
(spm)Paftem
Calculated
Demand
(spm)
Hydraulic
Grade
(ft)
Pressure
(psi)
J-1
J-2
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J-14
J-15
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Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM
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Project Engineer: Jeff Simonson, P.E.
V\laterCAD vl .5 [O41al
(2O3) 755-1666 Page I of 111l}3lgg O4:53:38 PM @ Haestad Methods, lnc. 37 Brookside Road V\rtaterbury, CT 06708 USA
PROJECT SUMMARY
Project Engineer: Jeff Simonson' P.E'
VVbterCAD vl .5 [O41a]
(2O3) 755-1666 Page 1 of 1
Steady State AnalYsis
Pipe RePort
Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM
d:\haestad\rvtrc\smithwal.wcd schmueser Gordon Meyer' lnc.
11tl3lgg a4:53:47 PM @ Haestad Methods, lnc. 37 Brookside Road \ laterlcury, cT 06708 USA
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Project Engineer: Jeff Simonson, P.E'
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Steady State Analysis
Pipe Report
Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM
d:\haestadvvtrc\smithwa2.wcd Schmueser Gordon Meyer' lnc'
11l}3tgg O4:54:53 PM @ Haestad Methods, lnc. 37 Brookside Road V\hterbury, CT 0670A USA
Project Engineer: Jeff Simonson, P.E'
WhterCAD vl .5 [O41a]
Page 1 of 1(2O3) 755-1666
B-
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Steady State Analysis
5
P-34
J-25
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J-22
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Prolect Engineer: Jeff Simonson, P.E.
V\faterCAD vl .5 [O41a]
Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM
d :\haestadVvtrc\sm ithwa3.wcd schmueser Gordon Meyer, lnc.
11lO3/99 O4:55:18PM OHaestadMethods, lnc. 3TBrooksideRoad V\raterbury,CT06T08USA (203)755-1666 Page I of 1
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Elevation
(ft)
Demand
Type
Demand
Gpm)Pattern
Calculated
Demand
(spm)
Hydraulic
Grade
(ft)
Pressure
(psi)
J-1
J-2
J-3
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5,457.00
5,443.00
5,459.OO
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Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
0.00
0.o0
0.00
o.00
0.00
0.o0
0.o0
0.00
0.00
0.00
0.00
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15.00
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Fixed
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Fixed
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Fixed
Fixed
Fixed
Fixed
Fixed
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Fixed
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0.00
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5,591 .48
5,591 .re
5,591.24
5,591.21
5,591 .21
5,591.47
5,582.41
5,582.41
5,582.19
5,582.16
5,582.15
5,582.16
5,582.19
5,5a.2.23
5,5€.2.41
5,5a.2.41
5,582.41
5,582.19
5,582.16
5,s82.15
5,582.16
5,582.19
5,542.23
5,582.41
-0.03
61.61
59.80
59.78
58.90
54.47
61.61
62.45
62.45
57.16
55.85
54.12
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49.38
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59.42
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Steady State Analysis
Junction Report
Project Title: SMITH SUBDIVISION POTABLE WATER SYSTEM Project Engineer: Jeff Simonson, P.E.
d:\haestad\Mrc\smithwa3.wcd Schmueser Gordon Meyer, lnc, \ /hterCAD vl .5 [O41a]
11/03199 O4:55:28 PM @ Haestad Methods, lnc. 37 Brookside Road V\hterbury, CT 06708 USA (2O3) 755-1666 Page 1 of 1
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Length
(fi)
Material lnitial
Status
Current
Status
Discharge
(spm)
r'ebcity
(fls)(in)
sY,
(r)
P-1
P-17
P-3
P-7
P-4
P-33
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P-31
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53.39
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Steady State Analysis
Pipe Report
prolect Trtle: SMITH SUBDIVISION POTABLE WATER SYSTEM Project Engineer: Jeff Simonson, P.E.
d:\haestad\ytrc\smithwa3.wcd Schmueser Gordon Meyer, lnc. l/\laterCAD vl .5 [O41a]
11t13lgg O4:55:37 PM @ Haestad Methods, lnc. 37 Brookside Road Vlfaterbury, CT O67Oa USA (2O3) 755-1 666 Page 'l of 1
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IIIIIllrrlrIIIIIIIIIIIIII
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I Consulting Engineens and Hydnologists
9O9 Eolonado Avenue I Glenwood Spnings' CO B'l 60l
FIESOUFICE
ENGINEERINGi rNC
Mr. John Taufer
John L. Taufer and Associates
PO Box 2271
Glenwood Springs CO 81602
RE: Ukele Acres Well
Dear John:
January 1O,2OOO
Resource Engineering, lnc. reviewed and analyzed the pump test data from Samuelson Pump
Co. The pump t""i *"" conducted on the Smith Well proposed to serve Ukele Acres
subdivision located in Garfield county west of silt. A copy of a map showing the location of
the well is attached.
The well is proposed to serve 11 homes on 9 lots for inside use only. lrrigation water will be
from a separate raw water system. The average daily demand for the subdivision at full
build-out is estimated to be 3,850 gpd based on 3.5 persons per household and 100 gpd per
person.
The well is completed in Colorado River alluvium at a depth of 78 feet' Static water level has
been observed at 45'3'below top of casing on November 21,1998 and 43'6'on June 22'
1ggg. The bottom of the well is below the colorado River level while the water surface
elevation is above river level. The well has between 20 to 25 feet of water above the level of
the pump.
A 24 hour pumping test was conducted at 16.6 gpm. A total ot 23,76U^+ gallons were
pumped during the test. This exceeds the average daily demand by over six times' The total
drawdown was 3.62 feet out of the 24+ teel available'
only 40 minutes of well recovery data was collected and the well had not recovered to its
pre-test level, however, the well exhibited steady recovery during the limited observations'
Copies of the pump test data, data summary and drawdown graph are attached' lt is our
opinion that the Smith Well can provide an adequate physical water supply for the in-house
uses associated with 11 single family dwellings'
Sincerely,
rhz-
PSB/mmm
773'1 .O it pump te8t.773.wpd
Attachments
S. Bussone, P.E.
I (g7O) 945'6777 a Fax [97O] 945-11 37
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IIIIIIIII'IIIIIIIII
SMITH WELL PUMP TEST
T|ME (MINUTES)
10 100 1000 loooo l.*RECoVERY
trU
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SMITH WELL PUMP TEST
WATER DRAWDOWNTrME(MlN)
(t)
0
1
2
3
4
5
6
8
10
12
15
20
30
40
53
60
90
120
180
210
300
360
420
730
1210
14/.g
1452
1456
1461
1467
1475
't485
1497
1512
1532
1562
1602
LEVEL(FT)
43.54
44.96
45.08
45.04
46.31
46.23
46.56
46.58
46.75
46.6
46.65
46.69
46.72
46.75
46.6
46.E1
46.85
46.85
46.E8
46.92
46.92
46.52
3
4
5
6
8
10
12
15
20
30
40
(FT)
0
1.42
1.54
1.5
2.77
2.69
3.O2
3.04
3.21
3.06
3.11
3.15
3.18
3.21
3.06
3.27
3.31
3.31
3.34
3.38
3.38
3.38
3.3E
3.67
3.75
3_.62
2.2s
2.23
2.19
2.15
2.13
2.08
2.O8
2.04
2.O2
1.94
1.92
46.92
47.21
47.29
47.16
484.00 45.79
364.00 45.77
292.20 45.73
2M50 45.69
184.38 45.67
148.50 45.62
124.75 45.62
100,80 45.5E
76.60 45.56
52.07 45.48
40.05 45.46
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WELL TEST REPORT
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Consulting Engineens and Hydnologists
go9 Colonado Avenue I Glenwood spnings, co El1601 I (970)945'6777 '
Fax (9701 945-1137
FIESOUFICE
ENGINEEFlING INC
Mr. John Taufer
John Taufer and Associates
PO Box 2271
Glenwood Springs CO 81602
RE: Smith Subdivision Well
September 22, 1999
Dear John:
At long last we have received the results for the water analysis on the Smith
Subdivision Well. The analytical report from Grand Junction Laboratories is attached.
please note that the water exceeds the limits for drinking water recommended by the
Colorado Department of Health and Environment. The parameters which exceed the
limits are sodium, sulfate, dissolved solids and hardness. Conductivity, although it has
"no official limit", is also very high.
All of the parameters which exceed the recommended limits can be corrected by
lf you have any questions, please call.
Sincerely,
RESOURCE ENGINEERING, INC.
.j'1 /,t;14./t ,/ I I
' {Ul,l . - 4 ez'-Zr;-q --<
Pdul S. Bussone, P.E. \'-*
'Water Resources Engineer
PSBimmm
773-1 .O it watsr analvsis'773.wpd
Attachment
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Recieved from:
435 NORTH AVENUE
i
JOr{N C. KEPHART & CO.
GflAt'lD JUNIIIOt\l LAIORATOflIIS
PHONE 242-7614
ANALYTICAL REPORT
i riu . F'ar-r I litri::s*rr,=
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GRAND JUNCTION, COLORAOO AI50l
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L.rl.; L) r r" .. : tlir-:i ..in :-i , l::(grr-r*r'
RAW WATERIRRIGATION
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(970) 945-1004
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FAX (e70) e45-5e48
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December 7, 1999
Mr. John Taufer
John L. Taufer & Associates
P.O. Box 2271
Glenwood Springs CO 81602
RE: Proposed Smith Subdivision
"Ukele Acres"
lrriqation Svstem
Dear John:
please find attached the calculations for the irrigation system which determined the design
parameters and the design as shown the Preliminary Plat drawings submitted by Schmueser
Gordon Meyer concurrently with this report'
with the attached calculations, you will note the following:
1. The irrigation system has been designed as a gravity system' wherein each
individual lot owner will provide their own irrigation pump and allow the internal
distribution system of subdivision to be a gravity-type system.
2. The pumps would be individually owned and maintained by the individual lot
owners.Thesepumpswouldbesizedaccordingtotheneedsoftheindividual
lot owner and would not require high up-front costs for the subdivision or a
constant head pressurized irrigation system'
3. The minimum requirements for the lot owners to consider will be that the
minimum pump size would be established by the homeowner according to their
own individual needs. The maximum pump size (for water rights issues) would
be a 2O gpm pump against a total head of 65 psi'
4. The irrigation system, as previously noted, is a gravity system which begins
withaheadgateinthelowerCactusValleyDitch.Fromtheheadgate(with
debris screen) a 4" raw water intake line will transfer water to a Parshall flume
(for flow measurement). From the Parshallflume, another 4" raw water intake
line will transfer water to a buried concrete tank' From the buried concrete
tank, a 4" distribution system would be provided throughout the subdivision for
distribution of the irrigation water to individual lots.
.i
5. Additional appurtenances that would be required for the installation of the
irrigation system would be that of isolation valves and drain manholes' Two-
inch service taps would be provided by the developer to the lot line of each
individual lot.
ENGINEERS
:S,--M--
GORDON MEYEA
-
118 West 6th, Suite 200
Glenwood Springs, CO 81601
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December 7, 1999
Mr. John Taufer
Re: lrrigation System
Page 2
6. This system has been designed for a demand from each of the lots occurring
concurrently with a 20 gpm pump against 65 psi from each lot.
Upon receipt and review of this letter and attached calculations, if you have any questions or
comments, please don't hesitate to call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
12A.
Attachment
GORDON MEYER,INC.
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SMITH SUBDIVISION
RAW WATER IRRIGATION SYSTEM CALCULATIONS
DATE: 1111199
IRRIGATION DEMAND REQUIREMENTS:
NUMBER OF UNITS PROPOSED TO BE SUPPLIED BY IRRIGATION SYSTEM:
INDIVIDUAL DEMAND PER LOT:
TOTAL AVERAGE DAY DEMAND FOR IRRIGATION SYSTEM:
MAXIMUM DAY DEMAND FOR IRRIGATION SYSTEM: (4x A.D'F.)
IRRIGATION WATER RIGHTS SUPPORTING DEMAND:
WATER RIGHTS ON LOWER CACTUS VALLEY DITCH
CONVERT C.F.S. TO G.P.D.
CONVERT C.F.S. TO G.P.M.
ALLOWED DELIVERY TO EACH UNIT BASED ON WATER RIGHTS (G.P'M.):
ALLOWED DELIVERY TO EACH UNIT BASED ON WATER RIGHTS (G'P.D.):
IRRIGATION STORAGE REQUIREMENTS:
STORAGE REQUIRED: (2xA.D.F., ONE DAY AVERAGE, ONE DAY RESERVE)
PUMPING REQUIREMENTS:
PUMP CALCUI-ATION #1
PUMP SHOULD BE CAPABLE OF SUPPLYING MAX DAY DEMAND:
(CALCULATED BASED UPON A 12 HOUR DURATION)
PUMP CALCULATION #2
PUMP SHOULD BE CAPABLE OF SUPPLYING 1O G.P.M. PER UNIT
PUMP CALCULATION #3
SIZE PUMP DELIVERY BASED UPON AVG. OF CALC. #1 AND CALC.#2:
SUMMARY: PROVIDE DUPLEX PUMP SYSTEM FOR PUMP TO SUPPLY PER
PUMP CALCULATION #3
ADDITIONAL PARAMETERS, FOR AUTOMATIC SPRINKLER SYSTEMS, PROVIDE
A MtN|MUM DELIVERY PRESSURE (AT THE SPRINKLER HEADS) OF 50 P.S.l. TO
ACTIVATE THE SPRINKLER HEADS. MINIMUM DELIVERY SHALL BE 1O G.P.M. IN
INDIVIDUAL SERVICE LINE.
HIGHEST ELEVATION IN SERVICE ZONE:
PUMP ELEVATION FOR SERVICE ZONE:
MINIMUM PRESSURE IN SERVICE ZONE:
9.OO UNITS
300.00 G.P.D.U.
2,700.00 G.P.D.
't0,800.00 G.P.D.
0.54 C.F.S.
348,986.88 G.P.D.
242.35 G.P.M.
26.93 G.P.M.
38,776.32 G.P.D.
5,4OO.OO GALLONS
15.00 G.P.M.
90.00 G.P.M.
52.50 G.P.M.
26.25 G.P.M
EACH
5,470.00 FEET
5,463.00 FEET
50.00 P.s.l.
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8.OO FEET
10.97 FEET
10.97 FEET
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SMITH SUBDIVISION
RAW WATER IRRIGATION SYSTEM CALCULATIONS
DATE: 1111199
DETERMINE TANK SIZING REQUIREMENTS:
MINIMUM VOLUME REQUIRED:
SQUARE TANK:
DEPTH (PROVIDES 2 FT. FREEBOARD)
WIDTH
LENGTH
CIRGULAR TANK:
DEPTH (PROVIDES 2 FT. FREEBOARD)
DIAMETER
54OO.OO GALLONS
8.OO FEET
12.38 FEET
I
I --"rrrNc cALcuLATroN ----printed on: tL/ L/Lses
T
Supply Location: IRRIGATION WATER MAIN
55.0 PSi, supply pressure available during demand
I oemand Location: SPRINKLER HEADI10.3 gpm demand flowing at 50'0 psi pressure
| --Head Loss Data----
ft (minus if demand location lower than supply)
Other Loss In Equivalent Pipe Length: 5'o ft- Elevation Difference:
I ,ip" Length: 340-o ft
t NumUer of Valves & Fittings:
:Corp StoP L:Curb StoP 3:Gate Valve
:BfIy valve :Swing Chk 3:Side Tee
:Long E1bow 3:45 Elbow :
psi Water Meter:
:Globe Valv :Angle Valv
3:Straight T 3:Std Elbow
psi Other:psi PRV:psiI
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Backflow Prev:
--Design Calculation
Permitted VelocitY:
Actual VelocitY:
4.o fps
2.7 fps
Pipe
Head
Type: CUK Calculated Pipe Sizez t-L/4 in
Loss z 4.3 psi Pres at Demand: 5O.7 psi
--DEI.|AND CALCULATION-
PredominantlY Flushometers: N Public Use: N
--Number of Fixtures
:Bathtub :Bar Sink
:Cuspidor :Dishwasher
:Kitchen Sink :LavatorY
:Service Sink :Urinal Pedest
:Wash Sink :WC Flushometr
g3
Additional: fixture units
: Bidet
:Drinking Ftn
:LaundrY Tub
:Urinal WaIl
:WC Tank
Total:
:Clothes Washr
4:Hose Bib
:Shower Head
:Urina1 Tank
:
L2.O fixture units
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Fixture Demand: L0.3 gpm
Total Demand: l-0.3 gPm
Continuous Demand:9pm
57.55
58.85
59.07
57.62
55.30
55.29
61.72
fi.75
80.14
50.06
50.'t3
56.11
56.98
@.61
@.77
5,585.59
5,5A5.24
5,584.88
5,584.87
5,580.73
5,585.36
5,585.32
5,583.77
5,583.92
5,583.76
5,*3.77
5,584.16
5,584.54
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fked
Fixed
Fixed
0.oo
0.00
0.00
o.o0
0.oo
10.oo
10.00
10.o0
10.@
10.00
10.oo
10.00
10.oo
10.00
5,453.00
5,449.50
5,449.O0
5,452.@
5,457.@
5,457.00
5,438.00
5,468.@
5,400.@
5,468.OO
5,468.00
5,431.@
5,452.00
5,444.@
5,444.OO
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
10.00
10.00
10.00
10.00
10.oo
10.00
10.oo
10.00
J-1
J-2
J-3
J4
J-5
J-6
J-7
J€
J-9
J-l 0
J-1 1
J-12
J-1 3
J-14
J-15
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Project Trtle: SMITH SUBDIVSION IRRIGATION SYSTEM
d :\haestad\rvtro\sm ithnr.wcd
Steady State AnalYsis
Junc'tion RePort
Schmueser Gordon Meyer' lnc.
Prolect Engineer: Jeff Simonson, P.E.
WaterCAD v'l .5 [O41a]
(203) 755-1666 Page 1 ofl11rc}F,g 1O:I3:37 AM @ Haestad Methods, lnc. 37 Brookside Road V\laterbury' CT06708 USA
Link
Label
Length
(fi)
Material lnitial
Status
Cunent
Status
Discharge
(spm)
/elocity
(fl/s)(in)(ft)
P-1
P-17
P-3
P€
P-9
P4
P-5
P-11
P-10
P.6
P-12
P-7
P-15
P-16
P-13
P-14
P-18
48.98
63.39
159.27
29A.71
318.12
101 .46
723.49
442.32
497.47
332,12
449.82
66.89
464.ffi
399.67
454.90
458.98
12A.28
4
4
4
2
2
4
4
2
2
4
2
4
2
2
2
2
4
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
150.0
150.0
150.0
150.O
150.0
150.o
150.0
150.0
150.0
150.0
150.0
150.0
150.O
150.0
150.O
150.O
150.O
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
0pen
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
787.951
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90.00 |
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70.ool
10 00
10.oo
10.00
50.oo
10.00
10.oo
40.@
10.00
20.00
10.oo
10.00
10.00
10.00
90.oo
13.0O I
l
o_30
0.48
o-72
o.T7
o.01
o.36
1.06
4.86
o.36
1.08
0.02
1.12
o.96
1.10
1.10
o.62
20j2
2.30
1.79
1.O2
1.O2
o.26
1.24
1.O2
1.42
1.O2
1.O2
0.51
't.o2
1.42
1.O2
1.O2
2.fi
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Steady State Analysis
Pipe Report
Project Title: SMITH SUBDIVSION IRRIGATION SYSTEM Project Engineer: Jeff Simonson' P'E'
d:\haestad\wtrc\smithrw.wcd Schmueser Gordon Meyer, lnc' \
'aterCAD
vl '5 [O41at
llt}Otgg,t0:14:19AM @HaestadMethods, lnc. 3TBrooksideRoad \A/hterbury,CT06T08USA (2O3)755-1666 Pagel of 1
Link
Label
lnput
sump
Shutofi Design ]unen
Status
Start End Pump
Head
(ft)
Head
(fr)
Head
(r)
(spm)Water
Power
(Hp)
(sPm)(spm)Head
(n)
Grade
(ft)
Grade
(r)(Hp)Gpm)
PMP-45.00 o.00 rtO.0O 45.00 't32.@ 90.00 On ,454.70 ,586.70 90.00 32.00 3.@
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Steady State Analysis
Pump Report
project Tiile: SMITH SUBDIVSION IRRIGATION SYSTEM Project Engineer: JeffSimonson, P.E.
d:\haestadVvtrc\smithrw.wcd Schmueser Gordon Meyer, lnc. WbterCAD vl .5 [O41 a]
,t 1/03199 1Cl14:42 AM @ Haestad Methods, lnc. 37 Brookside Road \Arlaterbury, CT 0670g USA (2O3) 755-1666 Page 1 of 1t
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Steady State Analysis
Project Title: SMITH SUBDIVSION IRRIGATION SYSTEM
d:\haestad$vtro\smithniv.wcd Schmu.ser Gordon ltieyer, lnc.
11lO3199 1O:16:14AM @ Haestad Methods, lnc. 37 Brookside Road VVbterbury, CTO6TOB USA
Projeot Engineer: Jeff Simonson, P.E.
VVaterCAD vl .5 [O41a]
(2O3) 755-1 666 Page I of 1
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'M.,H
suBDrvtstoN
RAW WATER IRRIGATION SYSTEM CALCULATIONSIIr DATE: 11t1t99
I TNDTvIDUAL rRRrcATtoN sysrEM puMptNG REoUIREMENTS
ANOTHER OPTION FOR THE IRRIGATION SYSTEM IS TO REQUIRE EACH IND]VIDUAL
I LOT OWNER TO PROVIDE THEIR OWN IRRIGATION PUMP AND ALLOW THE INTERNAL
I orsrnreuroN sysrEM oF THE suBrDrvrsroN To BE A GRAVrry sysrEM.
,. THE INDIVIDUAL PUMPS THEN WOULD BE INDIVIDUALLY OWNED AND MAINTA]NED
I BY THE TNDtvtDUAL HoMEowNERS.
THE PUMPS COULD BE SIZED ACCORDING TO THE NEEDS OF THE INDIVIDUAL
I AND wouLD Nor REoutRE HrcH up FRoNT cosrs FoR THE suBDrvtsloN.
REOUIREMENTS:
T MINIMUM PUMP SIZE: TO BE ESTABLISHED BY THE HOMEOWNER
MMIMUM PUMP SIZE: 20 GPM AGAINST 65 P.S.I.I
IRRIGATION SYSTEM COMPONENTS: GRAVITY SYSTEM
T HEADGATE FROM DITCH WITH DEBRIS SCREEN
4'RAW WATER INTAKE LINE
I PARSHALLFLUME
I 4, RAW WATER INTAKE LINE
BURIED CONCRETE TANK, OVERFLOW, SUMP, OUTFALL, ACCESS
I 4, DISTRIBUTION SYSTEM
rr ISOLATION VALVES WITH DRAIN MANHOLESI
2'SERV]CE TAPS
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Steady State Analysis
Project Trtle: SMITH SUBDIVSION IRRIGATION SYSTEM
d:\haestadvvtrc\smithrw2.wcd Schmueser Gordon Meyer, lnc.
1'll13l99 10:45:36AM @Haestad Methods, lnc. 37 Brookside Road Waterbury, CT06708 USA
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Project Engineer: Jeff Simonson, P.E.
V\4aterCAD vl .5 [04'l a]
(2O3) 755-1 666 Page 1 of 1
Node
Label
Elevation
(fi)
Demand
Type
Demand
(spm)
Calculated
Demand
(spm)
Hydraulic
Grade
(ft)
Pressure
(psi)Paftern
J-1
J-2
J-3
J-4
J-5
J-6
J-7
J€
J-9
J-10
J-1 1
J-12
J-13
J-14
J-1 5
5,453.00
5,449.50
5,449.00
5,452.00
5,457.@
5,457.N
5,438.00
5,468.00
5,400.00
5,468.00
5,468.OO
5,454.00
5,4s2.OO
5,444.OO
5,444.OO
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
Demand
0.00
0.o0
o.00
0.00
0.00
0.00
20.oo
20.00
20.00
20.o0
20.00
20.00
20.oo
20.oo
20.00
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
0.oo
o.oo
0.00
0.oo
0.00
0.00
20.00
20.00
20.oo
20.00
20.00
20.o0
20.00
20.oo
20.00
5,451 .75
5,450.02
5,449.99
5,448.72
5,447.44
5,447.%
5,432.47
5,449.16
5,448.99
5,443.40
5,443.97
5,443.38
5,443.42
5,4M.41
5,446.18
-0.54
o.22
0.43
-1 .42
4.14
-4.17
-2.39
€.15
21.18
-10.64
-10.39
-4.59
-3.7't
0.35
0.94
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Steady State Analysis
Junction Report
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schmuesercordon Meyer, rnc. Project Ensine"#il:ts""lTtl;5i
I , rjoird ,;;'Og e" @ Haestad Methods, lnc. 37 Brookside Road \A/aterbury, cT 06708 USA (203) 755-1666 Page I of 1
I
Link
Labe
Length
(ft)
Material lnitial
Status
Current
Status
Discharge
(spm)
/elocity
(flls)(in)
,vuYr
(fr)
P-1
P-19
P-3
P-8
P-9
P-4
P-5
P-11
P-10
P€
P-12
P-7
P-15
P-16
P-13
P-14
48.98
188.17
159.27
294.71
318.12
101 .46
223.49
442.32
497.47
332.12
M9.A2
66.89
49.56
399.67
454.90
458.98
4
4
4
2
2
4
4
2
2
4
2
4
2
2
2
2
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
150.0
't50.o
150.0
't50.o
150.0
150.0
150.O
150.O
150.O
150.0
150.O
150.0
150.0
150.0
150.O
150.O
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
787.*5
180.00
140.00
20.oo
20.00
20.oo
1m.00
20.00
20.00
80.00
20.00
40.00
20.00
20.00
20.00
20.00
13.0O
3.25
1.73
2.59
2.76
0.03
1.30
3.84
17.52
1.28
3.90
0.07
4.03
3.47
3.95
3.98
n.12
4.@
3.57
2.O4
2.O4
o.51
2.55
2.O4
3.63
2.O4
2.O4
1.O2
2.O4
2.M
2.O4
2.O4
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Steady State Analysis
Pipe Report
project Tifle: SMITH suBDlvsloN tRRIGATtoN sySTEM Proiect Engineer: Jeff simonson, P.E'
d:\haestad\Mrc\smithrw2.wcd Schmueser Gordon Meyer, lnc' WhterCAD v1 .5 [O41 a]
1 1/03/99 1O:43:1 3 AM @ Haestad Methods, lnc. 37 Brookside Road \ /aterbury, CT 06708 USA (2O3) 755-1666 Page 1 of 1
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I Projec't Description
CAPACITY OF RAW WATER INTAKE
Rating Table for Pressure Pipe
Project File untifled
Worksheet SMITH SUBDIVISION, RAWWATER INTAKE
I Flow Element Pressure Pipe
I Method Hazen-Williams Formula
Sofue For Discharge
I
Constant Data
I Pressure at 1 0.00lbs/in2r :ffffi:l? *u333H"""
I Elevation at 2 5463.00 ftI !"1*".* ,l33oo
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lnput Data
Minimum Maximum lncrement
Diameter 2.O0 8.00 2.00 in
Rating Table
Diameter Discharge
(in) (gaVmin)
2.00 75.40
4.00 466.72
6.00 1355.73
8.00 2889.09
Nov 3,1999 SCHMUESER GORDON MEYER, lNC. FlowMaster v4.1c10:41:15 Haestad Methods, lnc. 3T Brookside Road \ hterbury, CT 06708 (2O3) 755-1666 Page l of 't
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WASTEWATER TREATMENT
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IABLE 0r QUAI.ITTTIES AND BoD STRB.IGTH 0F SEWAGE
TYPE OF ESTABLISHMENT GALLONS/PBSON/DAY
(Average)
(Unless OEherw'ise
Stated)
gaLlmeaL served
ga1/passenger
ga1l enployeel day
5
30
15
10 gaUspace/day
35
400 gallwasher/day
10 gallpatroa/day
3 gaUneal served
L.5 gaL/nea1 served
2
5 Eie1-lseat/day
400 gallpubllc toi-
let/ day
50
35
100/ga1ltmLtl day
50 gaUuaLtlday
LBS. B0D5 PER
PER.SON/DAY
(Ualess Otherwise
Stated )
.15
.15
.20
.15
.20
.03 Lbs/meal served
.02 lbs/passenger
.06 l-bs/ enployee/ day
.02
.02 I
.06
.06 lbs/space/day
1.08 ,
2.00 1bs/wastr&/aay
.06 1bs/mea1 served
.03 Ibs/nea1 served
.0L lbs/nea1 served
.02
.03 lbs/seat/day
2.00 1bs/publlc tol-
Letl day
.L7
.02
.50 Lbs/ r:nit/ day
"1'7 lbs/utrLtlday
Residentlal-
Hote1s & Motels wlthout private bathe
Ilotels and Motels with private baths
Multlpl-e fanily dwellings or apartlletrts
Rooning houses
Single fanily dwelllngs
Coonercial & Miscellaneous
AirLlne Caterlng
Alrports (aot incl. food)
Airports
Bus servlce areas (not iucI. food)
Country cLubs (not lncl. food)
Day workers at offLces
Drive-ln theaters (not lnc1. food)
Factorles aud plants (ercl. of Lndus-
trial wastes)
Lauodrl-es, self-senrice
Food service eetablLshnents (toilet
and kitchen wastes)
Food se:rrlce establishneots (kltdren
wastes )
Food senrlce establlshnents (wlth
paper servlce)
Addltlooal for bars & codctall louoges
l'lovie theaters, churdtes (aot incL"
food )
Stores
Work or constructiou canps (seni-
perEaoetrt) wtth fl,ush toilets
Work or consEructloa canps (senl-
pernanent) without flush tollets
TrarreL tralLer parks stth lndivl-
water & sewage hook-up
Travel traller parks witttout lndivl-
dual water & sewage hook-up
Instltutlonal
HospLtals
Institutlons other than hospLtals
50
60
75
50
75
3
5
10
250 gaLlbed space/ .20 lbs/bed space/
day day
125 gallbed space/ "17 lbs/bed space/
day day
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75
100
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TABLE OT QUAI.ITITIES AND BOD
IYPE OF ESTABLISHMMIT
Mobile hone parks
Sdrools, boarding
Schools, day (without cafeteriar ByEor showers)
Schools, day (with cafeterLa, but
not gyE or shoners)
Sdrools, day (with cafeteriar Bym
and showers)
Recreational & Seasonal
Camps, day (oo neals served)
Canps, Luxtrry regort
Camps, resort (ntgbt & day) wlth
llnited plunbing
Caups, tourlst, traller or canpgrouud
Cottages and sual1 dwelllogs
(seasooal occupaacy)
Country club
Shotrer
Bath
Iavatory
Tol1et
Urt.aal
Stak
Publlc Park (duriog hours when
park ls opeu)
Flush Toilet
IlrloaL
Shorrer
Faucet
Swinning Pools aod bathouses
Seoarate Flow - Residential Use
Bath/Shower
Dishwaeher
Kttchen Siak
Additlonal for Garbage Grlnder
Iaundry l{asher
Lavatory
Water Closet
SIRENGTH OF SEI{AGE,
GAITONS / PB.SON /DAY
(Average)
(Unless Otherwise
Stared)
con tt .:
LBS. B0D5 PB.
PER.SON/DAY
(Unless OEherwise
Statecl )
50
ga1lunit/ day
50
gaLl fixtur e/ day
ga1lfLxtur el day
gaUftxturelday
gallflxtur el daygallftrtutel day
gaUflxtur e/day
gaUf txture/hr.
gaL/fixtr:r e/hr.
gaUf ixture/hr.
gaUflxtr:reltr.
10
.08
.L2
.50 lbs/ualt/day
.L7
.48 rbs/fLxture/day
.29 Lbe/flxture/day
.25 Lbelflrture/day
.L8 lbs/flxture/day
.06 Lba/flxture/day
.51 fbs/flxtrEe/day
.04 1bs/fixture/hour
.01 tbg/flxture/hour
.10 lbs/fLxture/hout
.04 lbs/flxture/hour
.06
.20
.L7
.04
.r.0
.L2
.17
25
L5
725
500
300
100
150
100
50
36
10
100
15
L4.7
1.8
4.4
L.4
19.5
8.4
24.8
.014
.002
.045
.052
.037
. 021
.o29
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vr.Mininum llorizontal Distances Between Components of a Svstem and
Phvsical Features
A. lrliolnun, horizontal dlstances frotr the vari.ous conPooeots of a
system to pertinent terraln features, Lneludlng streans, l-akes,
water cotrrses, sPrings, welLs, subsoil drains, cisterns, Itater
lines, suction lines, gulches, dwellings, other occupied buildings
and property lines, shalL be in accordance with the followlng
"Table" of olntnun horizontal distances.
B. WelLs, springs or potable water supply suctLon lines and all other
constructed unlts llsted in the "Table" shalI be lnstalled or
located ln accordance with ttre mininurn distance requlretrents
ptovided in the table or such increased distances provided by the
local board of health regulation.
The nLnimun horizontal distance required frorn cut baoks and f111
areas to lodividual sewage dlsposal system cotrPooeots dlscharging
effluent into or onto the surrounding sol1 sha1l be four (4) tines
the heiglrt of the bank, measured from the top edge of the bank.
(See diagran be1ow.)
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-ttC---tr TABLE OF MINIMUU NORIZONTAI' DISTANCES IN
TEETBEI'IIEENcouPoNENTs--oFASEIIAGEDISPoSALSYSTEM
rNsrArJ,ED AFTER ;rovirM-BBR ii, rgzl, 'ilru i;sRrrNENT pgYsrcAr' FEATT'RE5
Dlspersal SYeten
Utlllzlng Aerosol
***
Methods 100
2s 1010 50 L25 10
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AbeorPtlon Trench, SeePage
i"a, i""a Fllter, or Sub- ::-
surface DiaPeraai SYeten 100 25
Unllned Sanil Fllter tn
So11 l{Ith a Percolatlon
Seepage Plt or Sllt
Trench
Rate Slower than 60
Minutes Per Inch
Unltned or PartlallY Llned
EvapotransPlratlon SYBEeE
llasiewater Pond, or Surface
nlsposal SYeten Other than
Aerosol
Llned Sand Fllter
Llned EvaPotranePlratlon
Fle1d or Llned Wastewater
Pond
Plt PrlvY or Vault PrlvY
or Vault
***
25 20 25 10 s0
***
25 20 10 10 50
- CONTINUED, IIOLLOI'IING PAGE -
***
100 50
100 25
100 2s
60 10
60 10
*** 6
25
*** 6
25
10101015
1525
25
10
r"0
25
25
25
25
t0
10
15
15
25
25
10
10
10
1015
10
25
25
15 r.0
t010155010
rr-,fJI-r' ,--'I
- CONTINUED FROM PREVIOUS PAGN -
IrO;Sltrt'r-
TABLE OF }IINIMUM IIORIZONTAL DISTA}ICES IN
FEET BETWEBN COMPONEI'ITS OT A SEWAGE DISPOSAL SYSTEM
TNSTALLED AFTER llovminnn L5, Lgii'-anp pnntrNENT PHYSTCAL FBATURES
Sprlng,
We11a 'Suctlon
Potable Potable
Water Water
Supply SUPP1Y
Dwelllog '0ccupled ProPertY
Lak-e,
l{ater Course,
Irrlgatlon DltchSubeoll
Dra
**
L0
**
10
or SEream
Dry
Gulches
Septlc
Tankt1
Septlc Tanks, lteatuent
Plaote, Iloslng Tanke or
Effluent Llnes
BulLdlng Sewer
**
50
**
50
**
10
10
**
L0
0
**
50
**
50
**
10
**
10
25
25 0
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NoTE: Ttre nlnLmum dletancee shown above eha1l be maintalned between the system
componente and it" pty"fcal featur"g dtstrlbed' Where soll' geologlcal or other
condltlons warrant, greater-dr"t;;;"s nay u" r"quir"a-ui tti^Iocal-board of heal-th or
by tle Water q"tiiiy'ionitof Co,mlesloo pur'uani to c'n'S' L973' 25-8-206 ln
accordance wrth the authorrty pres"riu"a"by law aid ;i"" and regularlons lmplemental
of eald sectlon. For repalt "t't'pgt"af"g of.exlstlng sygteme-where the sLze of I-ot
preeludee aan.ran"e-to tireee af"tiic"", iepalrea fttlffly shall not be closer to
water eupply "oipo"""ts than the eristlng faclLLtles'
* compotrents whleh are not water tlght ehould not exEend lnto areas of the rooE
system of nearbf'ti""". ulatanle "toio shall not apply to treatment plante or
effluent lines itt""" recyl'clng le pernltted'
** Croeslugs may be pernitted where plpellnes
strength to contaln flows under preBsure'
t** Add I feet addltlonal dlatance for each 100
1000 gaUone Per daY'
are conatrtrcted of sufflclent
gallons Per daY of deelgn flow over
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VII.Soil Test
A. Location:
Soil percolation tests shall be perforued i1 at least three (3)
rest hole" fi-itr"-.r"" in wtrich ihe absorptlou syste, ls to be
locatedrspaceduniforo'lyovertheproposedsite'excePtqhere
shal1 be no
-i"""-iit"" o"t (L) test troft rn any twelve hundred
(1200) square foot area of the absorptlon systen'
B. Dlnensloos:
l.Thepercolationtestho].esshallbefrorufour(4)totwelve(r2)inchesinwldthordianeter,andshallbetermlnatedat
the depth of the proposed absorptlon systetr'
2. One soLl proflle test hoLe at least etglrt (8) feet deep or to
bedrock,,o"t be conpleted to give arr l.ndicatlon of the soil
condltion ln the area lncludinl that soil zone at least 4 feet
below the bottom of the proposed absorptlon systen'
C. Procedure:
Percolatlonteatholesshallbeftlledwlthwatettoadepthof14
lnctres or nore at least 8 hours, but trot Eore thau 24 hours, prLor
tonakJ,ngthewaterpercolatl.outest,andshallbereftlledwl.th
water ft aecessary t; a depth of at least 14 lnches prlor to fLnal
!0eaaureEeEt.l'leasurethetlneforthewatettodroPonelnc}t
wtthia trre-iower twenty-flve (25) petceot depth of the percolatlon
testhole.ThepereoJ.atloorateshal].bereportedtnml-nutesof
tlne Per tnch droP.
D. Calculatlon:
The field percolation rate shaLl be the average llte- of the
percolatld t""t" after rate has stablLtzed 1o alL t6e test hol-es
observed Ln the proposed absorptlon area' A percolatloo-rate of
between tfve (s)'and slxty (60) nloutes Pe! lnch ls requlred
excepr as prorrLded 1n VIII-a-b-1(1) of tlese guldellnes' A field
perciLattoo ""t" deternlned by the test -shall be used la
calculatitrg the absorption arla requtred for ghe proposed systen'
E. Perforuance of Percolatlon Tests:
1. The percolatlon test shall be perforned by or under the
supenrlslonofareglsteredprofessioaaleogi.neerorbya
competeEt techniclan of the iocal health departuent unless the
tegtswerePreviousl.yperforoedbyareglsteredprofessional
eogiaeer ani ttre resulls tlaereof sublLl-tted wlth the
aPPllcatlon for a Perult'
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2.IftheaPPllcantdetrotrstratestothesatisfactlonoftheloca].
board of heal-th that the systen ls uoE dependent upou soll-
absorptlon, the requiremeot for percolatlon tests may be
waived.
F. Alternate Percolatiotr Test:
Alternatepercolatl.ontestorothersolltestproceduresoay
b;-;;;;;""i uy the local health officer or his deslgoated
reprLseatatlvePr01,idingthetestresultsofalternate
procedures are substantlally equivalent to those deterolned
using the test procedure detaited ln this sectloo'
G. Water Table:
In the absence of more restrictlve regulatlons of the locaL
i:::l.l i"t :iill .:.' ::',: :'" :, il" 1 :" ;:':. 1 lXtt"l,,* 1" ". b el ors
ttre botton of a piop"""a soll abgorption systen-dr:rlng the
,"i*:i"lh$*r i:Lr:: :1"::t,3'Hi,'; :' il;l:i5:' r;:':1"
the bottou of the proposed absorptlon systen
VIII. CooPoneot Deslgn CrlterLa
A. Design Features (General)
L. Reliabll1ty: Indlvidual sewage disposal systems sha1l be
designed *a "o""rtucted such that Lach cooponeat shalL
ruo.ifoo, when lostalled and operated' la a Baarer not
.aversety affeciea by the oornil operatlug condLtloos
ineLuding erosion, vibratlon, shock' cfioitic coodltLoas' and
usualhousetroldcheuicalsused.EachcoupoBentshal].befree
of non-functi.oaar Protrusloos or sharp edges, or other
hazard.s, ritrtch "orrid cause lnJury to Persons' aolmals' or
properties.
-O."ig"
sha11 Ue lucit a" io exclude flLes aod
rodeots ana tl-pi&.ot the creatloo of nulsaoces and publlc
health hazards aad shal-l proride for effrcient operatLoo and
Baintena'nce.
2.PlunbingCodes:Plunblogfirtures'8reaaet1"p"'bullillag
se\rers, veots, sewer lines aod other aPpultenances shall be
designed,op"'"t"daudmaiataloedaoastocotrplyrtththe
uiulnuu ""qoir.r"ots of ttre colorado state Plunblng code or
ottrer Local pi"iui"g code 1o force oa rhe date of the I.s.D.s'
Perrnlt APPlicatlon.
3. Electrlcal Equipent, if used: ALI electrical work'
equlpneot, "iJ-r"terial shaLl cooply wlth the requlreneots of
ttre current lilatlonal Electrical CodL ln force on the effectlve
dateoftfreseguidelinesrorthoserevlsionsofsaldeodeas
are adopted iy-the state Electrical and Plunblug Board.
-2L-
4. Ideotiflcatioo and Data l,tarking: A permaneut tyPe plate or
other indeltblle narklng on naJor conponents not constructed
on the site where iostalLed shall be prwided, so lnscrlbed as
to be easily read and visible for the purpose of lnspection.
Said inscription shall include the foLlowing:
Nane of mauufacturer.
I'lodel or serial number designation.
Maxinum design capaclty of the unit and the uuit of
neasurenent.
Structural- Iotegrity: Tanks shall be so constructed and
installed as to tllthstand earth and hy&ostatlc pressures when
ful1 and when enpty. Al1 netal surfaces shall be properly
coated to prevent corrosim. The Departneut shal-1 certify ttre
structural integrity of all tanks, treatment unLts, and piping
naterlal,s for use in ISDSTS. Iihen the Departnent shall- be
satisfied and has issued certification, the Local- Boards of
Health shall be entitLed to rely therecr.
Watertight Requlrement: Watertiglrt tanks, vaults, or other
uolts, shal1 not all-ow iuflLtratLou of gtoundwater or surface
water and shalL not pernlt the release of wastewater or
llqulds througlr other thau deslgned opealogs.
Accessibllity for Inspection and MaLntenance: Eadt treattrent
uoit shalL be equlpped wtth an access nanhole l"ocated to
pernlt perlodic physlcal. iaspectlou, coLlectLon and testiug of
sanples aud naiutenaoce of all conponeots and compartmente
lneludlng but not linlted to submerged bearings, uovlng Parts,
tubes, iotakes, slota, filters, lolet and outlet baffles, md
other devl-ces.
8. Indicators of Failure for Systens Utllizlug Mechanical
Apparatus: A signal devlce shalL be lnstalIed utttdt w'111
prorrlde a recogtrlzable lndlcatlon or waraing to the user that
ttre syrsten or conpooent Ls oot operating ot ls operating but
maLfunctioolng. This tndlcation or uarulng sha11 be 1o the
forn of a vlsual or audl.ble sl-gaal, or both.
9. Serviceabill-ty: Conponents shaLl be so deslgned and
constructed that ntrea lnstal-led in accordance with
manufacurer's recomeodations, they sha1l be capable of belng
easlly oaiataloed, sanpled, drained, pumped, lnspeeted and
cleaned.
10. Sanpliog Access: I{here a required final- efflueat sarnple
catrtrot be easily obtaioed, a sanpllog weJ-1 shall be
coostructed. The sanpllng well shaLl be accesslble and
provlded wlth a properly sectrred corer.
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5.
6.
7.
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Instructions:Thenaoufacturershal]"provldeclear,concl.se
iustructlooscoveringtheuoittthichrwhenfolLowedrwlll
assure proper instaliation and safe aod satisfactory operatloo.
Surface Activlty: Ihe surface of the grouad over the
individual sewage ilisposal system or any part thereof' nust be
restrictedtoactivityorusewtrlchwil"lperoltthesystento
function as designed aod which will not coatribute to
conpacttooofthesol-luortostructrrral]-oadlogdetrioental
tothecapabilityofthecomPooenttofuEctlonasdesigned.
Dlstribution Bor: A dlstributLon box, lf used' shalL be of
sufflcient slze to accontrodate the necessary fleld lateral
110es and shall be constructed with the lnLet lovert at least
one (t) inctr above the level of the outlet lnvert' The outlet
Lnvert sha11 be three (3) to slx (6) ludres above the floor of
ttre distrlbutlon box.
L4. Sewage Pumplog Systen I'lhere Applicable:
a.Non-clogPuEpoPeoingshallhaveatleast2lochdiaueter
solids t"taff,.g capacity r*tere raw sewage Ls punped- or at
Ieast 3/4 fnch diatneter sollds handling capacity lf
prevlously settLed effluent ls pr'ruped
b.Autooatlcltquldleve]'conErolssha].lbeprovid9d!ostart
and shutrff purnps at a frequency required by the design'
c. Pressure plpe sha11 be of sufflctent strength to
"""orroa"["'p,r,p dtscharge pressure and the plpe shall be
sizedtonalntaloavelocrtyor2ormorefeetpersecond.
d. Autooatic air release valves shall be losta11ed at hlgh
polats ln the Pressure line where Eecessary to prevent alr
lodcing.
e. A storage basln preceding the punp sha1l be prorided to
al1ow piup cycllog conneis,rrate with puop deslgn capaclty.
B. Design Crlteria (Flrst Stage Treatment lInlts)
1. Septlc Taak:
a.Aseptlctaukshal].beconstructedtopernltdetentlon
iocoulog serrage for a mlalmum of thtrty (30) hours' or
capaclty shali be based upoo the number of bedroons
accordlng to the fo1Lowlog table:
11.
L2.
13.
of
the
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SEPTIC TA}TK SIZE BASED UPON NUI'TBER OF BEDROOUS
ltunber of Bedroons
Ilinlmum Ef fectlve Li-quid
Tank Capaclty (gaLlons)
750
1000
1250
2s0
3
4
Each Addltlooal
b. Septic tank desigo criteria:
(L) Except for ninl-systens the effective liquld capacity
shall be no less thaa 750 gallons '
(2) Inlet invert shal-L be at least 3 inches higher than
ttre outlet lnvert.
(3) Outlet tee or baffle shal1 extend above the surface of
the llqutd to wlthla one lnch of the underslde of the
tank top and sha1l extend at least l-4 inches below the
outlet iavert.
(4) ttre distance from the outlet lnvert to the underside
of the tatrk toP shall be at least 10 inches'
(5) Llquld depth shaI1 be a mlnlnum of 30 tndres and the
naximum depth shall trot exceeil the tank length or 60
lodres, whLchorer ls leee.
(6) A septlc tank shaIl have two or Bore coEparttreots or
.trore than one taak nay be used in serles to prwide
the followlag capacl-ty arrangetretrt ' Ttre f lrgt
coBpartment of " septie tank shall hold no less than
Ll2 of ttre required effectlve capaci'ty'
(7) The transfer of f.iquld fron the flrst
the second or successlve conPartnent
a f.iquld depth of at Least 14 lnches
iavert but oot in the sludge zone.
cotrpartment to
shaLl be uade at
below the outl,et
(8) At least one access no Less thar 20 lnches across
shal1 be prorliled 1o each conp€rrtmeot of a tank '
(9) the opeoing cover of a septLc taDk naohole, iaspectlon
portrorsampllagaccessPortshaLlbeaodeeperthan
8 ioctres beLow the ftnished grade.
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c.CastironpipeorpipeneetingA.Sl},lstaodard3034properly
"uppora.d
io'pr**t fatlure by s"ttl,lng shal,l exteod from
the septi" t"ot .for a distance of at least ftve (5) feet
from the inlet aod outlet ends'*
2, Aerobic Sewage Treatnent SYsten:
a. Geueral Deslga: The shape and desigu of an aeration
conParttrent'ltsioletandoutletarrangeEents,baffling
and air aPPllcation shall:
Allow for lntimate uixing of applled sewage 'return solids, and aPPlied alr'
Prevent excesslve short circultlng of flow'
(3.) Preveot the deposition and buiLdup of sollds in
the aeration comParttreot'
b' Method of Aeration: The method of aeration shal-1 be
acconpllshed by nechanicaL aeratioo' diffused air' or a
coublnationofttrese.Thenethodofaeratiooshallatall
tinesnalntainaerobiccoodltiousatthemaxlmunorganlc
roading 1o both ttre aeratloo and settllng compartmeots.
c. Design criteria (second or Later stage Treatmeqt llnlts):
1. Soil AbsorPtion Systeo (C'eneral):
a.ForasysteBtreatlEganddlspo-"tc-ofefflueotthrouglra
soll absorptLon systln, the mtttrod for calculatlng nlnlnun
.u"o'ptroo.o."sha].lbebasedupontheamouatofsuitable
sotlaadthecapaeltyofthesollEoabsorbl.lquldsas
establishetl by lht petcolatlou test aod upoo deslgn
criterlaandconsEructionstandardsforsudltyPeof
absorptioo system as set forth Lu these guJ-dellnes'
b.Unlessdeslgnedbyareglsteredprofessionaleagi.neeraod
approved by the llcal board of heaLth'** no sudt systen
,"y U" p.trttttd ln areas under any of the foLlowlng
condltious:
*PvcsDR'35andSchedule40PVCPipebothneetthisstandard.
(1. )
(2. )
** Except that such approval nay be given
authlrized by regulations of the local
treatitrg exclusively donestlc wastes '
by the local health dePartnent if
board of health for such systens
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d.
(1. )Wtrere the soiL percoLation rate is slower than one
indr in sixty Einutes or faster than oae inch ln
five mLqutes excePt that a pe.rcolation rate faster
than one inch in five rnlnutes in solLs of sandy
texture shal1 be pernitted, or the percolatlon uay
be slowed by sol1 treatnent.
Ifirere the naximutr seasonal level of the
groundrvater table is less thao four feet below the
botton of ttre proposed absorption system.
Wtrere bedrock erists less than four feet belon the
botton of the proposed absorptlon systen.
(2.)
(3. )
(4. ) llhere the ground slope is ln excess of thirty
percent.
Soil buildiog or replacement w111 be pernitted to bring
the soll wtthln the requiretrents of sultable soil.
Absorptloa Area: The mioimum absorptLon area in square
feet (A) for an lndlviduaL sewage dlspoeal systetr shaLl be
deternlned as a functlon of the design fLow of sewage in
gallons per day.
c.
e.
(Q) aad the percolatlon rate
in nlnutes per iuch (t), ac-
cording to ttre formula:
A-.9x
5
f.
Note: I{here the percolatlon rate is fouad to be faster
thaa flve minutes per inch 1o soLls of sandy texture, the
mlnlnun vaLue of the "t" for use io thl's formrLa shal-l oot
be less than "5".
AdditLonal Area: The absorptl.on area ao calculated uay be
iue:eased by oot more thao an additlooal twenty (20)
percent lf wastes from a garbage grlnder are dLsdlarged
lnto the systen and by not Bore thaa an addLtlooal. forty
(40) perceat lf wastes from an autoroatic clothes washl.og
madrLne are disdrarged l"ato the systelo.
Adjustnent for deep graval: The length of an abaotption
treuch or seepage bed nay be calculated by allowance for
the sldewall area of addlttooal depth of gravel tn excess
of sLx (6) lodres belon the botton of the distrlbutlou
pipe accordlng to the foLlowing forurla:
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t length requlred Prlor
to adjustment
width of
depth of
PiPe
l'Jhere:
C. The ground surface sha1l be graded to deflect
precipitatfo" ot other ot-ri"fE" water fron the disposal
area. The absorptlon area shaLL be protected agaiost
erosion.
2. Absorption Trench and Seepage Bed
a. An absorptioo treoch or seepage beil shall be of sufficlent
widrh and length or dimei"ili-.o provide the required
absorptri"-;;a' the boitoo of the treoch or bed and
dtstrruu[o" if"t" shalt be leve]" Perforated
drsutbuii;; ;G fiich shalL be required for an
absorpt,lon trench ot "t"p"g" bed shalL be placed the
eotlrelengthofthe.'"i-"fiorbedaadshal],besurrouaded
by clean graded gravel '
-ioc,tt' or oaterlal of equal
effLclency ntrlcht"y t"ogl-io-stze ftog Ll2 foctr to 2 Llz
inches and shaLl Ue pfacEa frou at least 2 loches above
the toP;i tii"-ai"triuoiio" PiPe to at-least 6 laches
belowthebottonoftheii".iri".lonplpe.Theseparatlag
distaucebetweenparall.eltllstrlbutlonllnesluaseepage
bedshallnotexceeaoieetandadlstrlbutlonllneshall
be located wlthln 3 feet of each sldewall of tbe seePage
bed. Plpe for gravlty ir""tru"tloo shall be no less than
3 ioctres in dlaner", "oi--pi.teraury
ress than 100 feet ln
Iength.- it.-."rminat ;;d;-oi-rro." shaLl be capped unless
J-ooped'o'-.i'vented.-i.tiieorot]reropenJolatplpels
used, the upper half of l""t' 1oiot 1tr$f be covered to
Pleveot ttre entrao"" oi ""t"f[" gracled naterlal' The top
of the plil"a gt"'"f oi """tt natlrhl used shall be
correred wlth a layer of hay' straw or-siuilar pervlous
naterlal' Ao tnpervtoi"--"o"ofog shall Bot be used'
A floal corer of soil suitable f":-1":::":1":"t"'least l0
i"'J".l' ul:;= "# i i "-
pi" "' a
-
rr om
. :l " -:: ? -: :, t: :.1::: "i: ::
:: iifu i;; r
r""Xi; ;=#i-.ii;- -."-
rt L f ini shed s rrr fa ce gr a d e
r r ml^ f{ a ql .r1vef
l.r ::"i;'ffi; trenctr or seepase !:l -Ll: ::"":ti:"o3i.i1 ;:Tffi;-..-ilii""' ;;f1! T::'^ ::I-:':LB; "o"t,ffi;Ji f.;:- i; ;;;;i"-:l-i: lo^::".fl?lo*."*"'::"fffi#i-"v"i" "' inPervlou: b'11 :l:ll ::H":.ffi;lu ."'rt** itt"-"al.flow of waste dlscharge
;;;ia; "f the ibsorPttoo fiel<l'
trench in feet,
gravel below tlistr lbutlon
in feet.
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Idachine tampiog, roLling or hydraulic conpactioo- of fioal
cover shalt ool-b. pernttted, horever, hand tatrplog roay be
allowed where oecessary to stablLize the soil' to prevent
erosion or the intrusion of extraneous water '
If dosing is used io conJunction wlttr an absorptLon trench
or seepage bed systen, the doslng chanber sha11 be sized
to dose Itte tfeft F4-tines per day. A reductiot of 252
in the fleld size nay be allored if so perultted by 1ocaL
regulations.
b. Absorptlon or seepage Plts: Absorptloo or seepage pits
tion rnay be Permltted bY the
Iocalhealthdeparttrentsasanalteruativewhere
absorption ftelds are Lupracticable, ed wtrere the
subsurface coodltlons are otherwlse _sultable for plt
tastallatLons. Ttre capacity of the pit shaLl' be conpuEed
on ttre basis of percolatlon tests nade ln each vertical
stratuEpeoetrated.Theweiglrtedaverageoftheresults
shaLl be used to obtaln a deslgn flgure. soil strata ln
whlch the percolatlon ls slower thaa 30 olnutes per inch
shalI not be used for absorptlon or seepage' The
effective area of the plt ri ttre vertlcal waLL area (based
on dug perineter) of the pervious strata belors ttre lolet.
No allowance shall be nade for !.npenrLous strata or bottou
area. Plts shaLl- be separated by a dlstaoce egrlal to 3
tines the greatest late;al dlneosloo of the largest Pit.
For plts over 20 feet ln depth, the-nlnLnun sPace between
pt ts shalL be 20 feet. Plti shall be provlded wtth both
vertlcaL sldewall and top suPPortlng structural coocret'e
or ottrer EaterLal of equaL EtlucturaL integflty. Mequate
safety protectLoo shau be provlded to protect agalaet
persooal t.ajury durlng coostructl'on or use'
3. Serial Dtstrlbutlotr systeE: A serLal, dlstrlbutlon systets nay
be used ln all sltuatioos wtlere a solL absorptloo syste' 1s
pernltted and shal1 be used wtrere the grouod slope does aot
iffqr for sultable iostaLlation of a slngle Level absorptloo
field, unlegs a distrlbutlon box or dosLag chamber is used'
The horLzontal dlstance fron the side of ttre abeorPtloB system
to ttre surface of the ground sha11 be adequate to prevent
lateral flor and eruPtlon of effLuent above gror:nd. I{hen a
serlal dtstrlbutloo Lysteu is used, the fol1owlog deslgn and
constructl.on procedures shall be fol-lowed'
a. The bottou of each absorptLon fleld and lts dlstributloo
llne shal1 be Level.
b. There shal1 be a nlninun of 10 loches of grouod cover over
ttre gravel filL.
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c.Anabsorptioofieldsha].lfol-lowapproxioatelythegrouod
surfacecootourssothatvarlationiuabsorptloofield' dePth w111 be nLninized'
d. Ihere shall be a mlnlmum of 6 feet (horizontaL
neasurenent) of undlsturbed earth between adJacent
absorptloi ii.ra trene}es aod between the septlc tank or
othertreatneotunitandthenearestabsorptlonfield.
e. AdJaceat absotptlon fields shalL be conoected wlth a
rellef ttr," ot'a drop box arrangeneot such that each
trenchfillswitheffluenttotf,"topofthegravelbefore
flowlog to succeedtog trendtes'
4. Evapotraospiratioo Disposal of Effluent: Ao evapotraospi-
ratloo systen nay be used excluslvely or 1o conbiaatloo wlth a
soll absorPtloo system'
a. Ao evaportransplratlon system sha1l be. desJ'gned by a
registereJ-pioi"""Loaal Lnglneer sho shalL furnlsh deslgn
daia for a Lonplete review of the design'
b. Data to be fr:rnlshed shalL tnclude, but shalL uot be
liolted to: Lioer *t"'Ll aod bedding' proPertles- of the
soll in ttre evapotraosplratloo bed' aod provlsloo for
vegetatloo cover
c. Ilhen htgh grouodwater tabLe' bedrock' fractured rock' or
htghly i.tif""" Eaterial (percolatlo:r faster thaa 5
mlnutes Per 1 lnch) eudaager th.e gldgrgrouud water ' a
durabte lia irp.rmeable lio." shaI1 be lnstalled ln the
bed to pt"r".t'the sewage effluent frou enterl'og the
rmilerlying f oroatlon or groundwater table '
d.AnevapotraosplratlouBystenshal].belocatedlnanarea
where there ls exposure to suashLne'
e. The systen bed shal1 be crotmed and covered wl'th a nloimuu
of four (4) tuches of selected backfLll oaterlal aod wlth
.a vegetatl-on covet.
f. Bed area shall be protected to Preveot damage fr-on
vetrlcularorpedes.triantravel.l.lregrorrodsurfacesha]-l
be graded to deflect preclpltatLoo and other outside water
away fron the disPoeal area'
g. The following foruula uay be used as a nlainun guide for
deterninlog the area recessary for total evaPotraosPl-
ratl.on of sePtlc tank effluetrt:
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Area (in square
feet) =
h. If saod is used in an evapotranspiration system lt shall
have an effective slze between 0.25 nrn and 1.0 nrn. The
unifornity coefflcient shalL be 4.0 or less or as
specifled by the deslgo englneer.
NoTE: Ercept for dwelLiags, lf the systeE ls designed for
summer use only, as deternined by the local health
departnent, EuLtiPl-y the above area by 0.6 to obtain the
requLred area.
5" Saad Fllter:
a. The flltering naterial shal-l be c1eao, coarse saod, aL1
passlng a screen having four meshes to the indr. The sand
shaLL have an effectlve slze between 0.25 aod 0.6 nn. The
unlformity coefflcient thall be 4.0 or 1ess.
b. The saod shall be at least 2 feet deep. The dlstrlbutors
aod underdratn, if requlred by the Local boatd of health,
shalL be surrounded by coarEe screeoed gravel or crushed
stone.
AI1 of the gravel or stone shall pass a 2 Llz ioch screen
and shall be retalned on a 314 lnch ecreen. Flne gravel
U4 factr slze or less nay be used above aod arouod the
coalse Daterlal, both at the dlstributor and underdralns.
The separatlag distance between parallel dlstrlbutloo
LLoes shaLl D,ot exceed 6 feet, and a dlstrLbutlon llne
shal1 be l0cated wlthin 3 feet of eadr ftlter sldewaLl.
Plpe for gravLty dlstrlbution shal"L be no Less than 4
lnctres ln dlaBeter. The slope of the dlstrlbutors shall
be 0.4 perceat where dosing taoks are oot used, and the
Blope of the uoderdraios 0.5 to 1.0 Perceot. It ls
requlred ttrat the saod be thoroughly settled by floodlog
or other Eeana before the dlstributors are placed at the
flnal grade. The dlstributor and underdraltrs Eay be of
agricultural tLle, or bell and splgot ptpe, or perforated
PiPe.
The top of the saod bed shall be no Less ttran 4 feet above
the higlr grouod water table for installatioos to tsttlch
effLueat percolates dowuward througlr the soll'
c. fhe oininug area for a sand flLter shall be cmputed as a
fuuction of the naximum dal1y sewage flow accordlug to the
followlng table.
Desien Flow (in sallons per day) x 237
Gke Evaporatioo Rate at the
Site (in lnches Per Year)
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d.Adosiogtankshall-beprovtdedwherethetota]'fllter*"" .tE."a" :.1800 squaie feet' The size of ttre dose' or
the ";;-;;p."riy of ihe doslng tank, shal1 be at least 75
Perceot of the volune of the dLstrLbutors '
6. Wasteltater Pond:
a. A wastewater pond where pernltted !1 the locaL board of
health nay be'used to provide an addLtlooal degree of
treatBent follonlng trist stage treatneot. The pond shall
Ue aesfgoed for a loadlng oot to erceed 0'46 pouads of
BoD5 pei lr0OO squate feet of water surface area'
specraraesigpshall-berequlredlneachcaseinr*rlchooo-aor""ii"-ifoa" of lndlvidual sewage dLsposal systen
If,astes wlII be received'
Maxlmumwaterdepthl.nthepondshallnoterceed3feet.
ffr" i"rfa--sUpe'of the pood, dlke or embankneot shall not
ue steeper ttran 3:1, (3 ieet neasr:red hotLzontally for
eactrfootneasuredvertlcally).Aceoterlnleteha].lbe
provided.
c. Uoless coostructed ln lmpervlous solI, the pond shall be
seaLed to Preveot excess eeepage of wastewater '
d. Meqtrate safety protectLoo sha1l be provLded' such as
fencLog, to Protect agaiost persooal luJury'
€"Surfacgrunoffshallbedlvertedawayfroothepoodexcept
ntrere cootrolled bY deslgn'
D. Deslgo CrLterla (Other FaciLlties):
1.}1141.-SyEteBsAnlui-syEteEshallneetatleastallnlnloun
deslgnandcoosttuctloogtaudardsforaseptlcta.nklryten
based * tlr; aBourrt and character of wastes for the fixtures
and the uuuber of peraoos to be served'
IOADING RATES
Tvoe of Service
I{ithout Garbage Grinder
Wlth Garbage GrLuder
FOR A SAITD FILTB.
Appllcatioo Rate
Gallons Per
Sqr.nre Foot
per Dqf--
1.15
.95
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2. Vault: A vault, if pernltted by the Local board of heal-th,
shaLl have a nlniuuu 1000 ga11on effectlve capaclty aod may be
perrnltted under liotted use occuPaacy for water carriage
iewage systeos on property which catrnot accomuodate a sewage
treatnent systen. A sigual devlce shaLl be installed to
indlcate when punplng ls oecessary.
3. Vault Privy: A vault prlvy, if permltted by rhe local board
of heaLth, shalL be bullt to loclude: fly-tight coostructioo,
a superstructure affording couplete privacy, an earth nound
arouad the top of the vault and below floor level, which
slopes downward away fron the superstructure baae, a floor
and riser of concrete or other inpe.rvious Eaterial, aod with
seats and corrers of easily cleanable, Lnpervious naterLal,
hinged, self-closing and flynroof . All venting shal-l be
fly-proofed wlth No. 16 or tlglrter nesh screenlag. Effectlve
capaclty of the vault shall be oo less than 400 gallons.
4. Pit Prlvy: A pit privy constructed ln soLJ-, lf pernltted by
the local board of health, shall be bullt to include:
fly-tight constructlou; a BuPerstructure affordlng conplete
privacy; an earth nound arouud the top of the co6partmeot aod
beLor the fLoor level, $tllch slopes dowaward away from ttre
superstructure base; a floor and rlser of concrete or other
lnpervious naterlal; and wLth seata aod covers of easlLy
cleanable, lnpervlous Eaterial, hloged, self-closlag aud
fly-proof. A11 venting shall be fly-proofed wlth No. 16 or
tiltrler nesh screening. Effective capaclty of the pit shall
be oo less ttraa 400 ga1Lons. PLt shall be Located ln soil
rdnere tJre narlnun seaaotral level of the grouadnater table will
be no closer than four (4) feet belor the botton of the ptt.
5. IacineratLoa aod Cheolcal TolLets: Ao Lnclneratloo tollet,
ftfch nay be used lu coaaectLon wLth a nloL-syaten by perult
frou the local board of health, shalL be deslgoed and
iustalLed la accordaoce wLth all applicable federal, state,
and l-ocal alr-pollutLon requlrements. A portable chernlcal
tollet, rihlch nay be used by pernit fron the local board of
health, shal1 have a suPerstructure whfch Eeets the
requltenents of the paragraph titled Vault Privy. Uee of a
portable ctrenLcal totlet in permaneotly occupled bulLdlngs
shall be prohlbl-ted except durlog cotrstructLon or uoder
emergency clrcuostances as deteruined by the loca1 health
departneot.
6. Sllt Treoch: A sIlt trench, lf perultted by the'locaI board
of health, shall be Located tn sultable soLl and shal1 be
excavated approxluately one foot wlde and two feet ileep for
the requLred length. Excrement shaLl be correted wlth at least
tno lnches of soil at Least ooce a day
requested by the 1ocal board of health
or rnore frequeatly lf
or its deslgnated
ageat. A supersEructure of a teEPorary
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rature sha1l be
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7.
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provided to afford privacy. A s1lt treoch shall be coasLdered
a tenporary conveoience to be used no louger than 7 days, and
shal_L ue ua*trlled with at least one foot of soil wlth
additloual allowance for settling to grade wheo use has been
discootinued.
Business, commercial, Iudustrlal, InstltutLonal or lfulti-
farnily Drelling Waste Systens3
a. Perforuance crlteria and constructloo standards for a
systetr wtrtch wlll service comnerclal, buslness,
institutlooal or industrlal property, or multifaolly
dwelllngs shall conform to these guidelloes '
b. Suctr systens sha1l be desigaed by a reglstered
profeslional eaglneer. An appllcation for such a systen
sha1l be reviewea ty the local board of health unless
dlsposal is through an absorptlon systen and ttre wastes
areexclusivelydonestlctyPe},astes,ior*rlchcasereview
shall be by thl local- health department if authorized by
regulationsofthelocalboardofhealthforsuchsysteEs.
systelos for *trlch data on deslgn, oPeration a1d maioteoaocer
based upoo uae in colorado, are liulted or r:ndeternlned:
a. Cornpostlng ToLlets:
(t) Oeposlts of feces, urlne, aod readily deeonposable
householdgarbagethatarenotdl].utedwlthl,ateror
ottrer flulds oay be retaloed ln a comlnttment' Lo
$rtllctl aeroblc conPostlng w111 occur' fhe cooPartneot
nay be located, subSect to loca1 board of health or
ottrer appllcable regulatlone or codes, wLthin a
dnelJ-lni'or bulldial provtded the uoit conplles wlth
ttre appltcable requir-neote of these guldelloes, aad
provtdea the Lnstal-latLon wLl1 not regult la
Londlttoos coosldered to be a health hazard ae
deternLned by the Local health departneot' lbe
effective lroirrt of the receptacle must be suffLcLent
to acco@odate the number of persoas served'
(2)Adequateaddltlonalvoluneshallbeprovldedforthe
ugeofcooPostiognaterialswhlctrshallnotbetoxlc
to tf.e pro.."" oi hazardous to Persona and ritrich shall-
be used tn sufflclent quantlty to assure proPer
decooPosltlon.
8.
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(3) Coupartneot aod aPPurtenaoces related to the uoLt
shait include fly-trgbt constructLon asd exterlor
ventllatlon 8s requlred by the plunblog code'
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b.
c.
(4) Htren the available effectlve voLume ls filLed to
seventy-five perceot (752) of capacity, resldue fron
the unit shali be properly dtsposed of by acceptable
solid waste Practlces.
(5) No coEpostlng tolLet may be lastaLLed to serve more
than eiglrt (8) persoos per systelo'
(6) I'f a systen will be lostalled where low teoPerature.
nay be a factor, design shalI conpetrsate for the
effects of the 1ow tenPerature.
(7) l,tanufact,ured cotrposting Eoilets shall bear ttre seal- of
approval of the Natlonal SanltatLoo Foundatioo, or an
equtvatenttestlogPrograEr€mdisottrerwlseapproved
Uy ttre Departneot. (See Appendix 8)
systeuls vitrtch recycLe treated wErstewater for non-potabl-e
po.po""" such as flushlng lrater closets or urluals:
(1) That portlon of the wastewater recycled for noopotable
purposes such as flushiog water cloeets or url'naLs
trst ,.et ttre treattreot requirenents of Artlcle IX of
ttrese guldellaes for effluent ln uhlch the posslblLlty
exists for occasioual dlrect hunan contact'
(2) No cross-cof,oectloo to a plpe, fixture, or supply
cootainlng potable water shalL be pernltted'
Systeos whictr recycle treated lrastewater for potable
purPoEes:
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DRAINAGE/GRADING
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December 7, 1999
Mr. John Taufer
Re: Drainage Calculations
Page 2
Upon receipt and review of this letter and attached calculations, if you have any questions or
comments, please don't hesitate to call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
onson, P.E.,,wy,:.
Attachment
GORDON MEYER,INC.
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I SMITH SUBDIVISION
DRAINAGE CALCULATIONS
EXISTING CONDITIONS FOR EACH BASIN IS CLASSIFIED AS A "GOOD PASTURE'
CURVE NUMBER FOR SOIL TYPE C. CURVE NUMBER= 74
FORryPICALDEVELOPMENTASSUMETHEFOLLOWING:
HOUSE FOOTPRINT, C=98, 2500 S'F' OR 0'06 AC'
DRIVEWAY, C=89,200 FT' LONG, 15 FT' WIDE
LANDSCAPTNG AND/OR PASTURE, C=7 4
AT CULVERT #1,
HOUSE FOOTPRINT:
DRIVEWAY/GMVEL:
PASTURE:
PAVED AREA:
AT CULVERT #2,
HOUSE FOOTPRINT:
DRIVEWAY/GRAVEL:
PASTURE:
PAVED AREA:
AT CULVERT #3,
HOUSE FOOTPRINT:
DRIVEWAY/GRAVEL:
PASTURE:
PAVED AREA:
AT CULVERT #4,
HOUSE FOOTPRINT:
DRIVEWAY/GRAVEL:
PASTURE:
PAVED AREA:
FOR ENTIRE PROJECT,
HOUSE FOOTPRINT:
DRIVEWAY/GRAVEL:
PASTURE:
PAVED AREA:
0.23 AC.
0.11 AC.
7.83 AC.
0.0 Ac.
0.09 AC.
0.19 AC.
11.44 AC.
0.0 Ac.
0.03 Ac.
0.16 AC.
0.67 AC.
0.0 Ac.
0.39 AC.
0.71 AC.
25.18 AC.
0.41 AC.
0.54 AC.
1.00 AC.
45.87 AC.
0.41 AC.
ITIIITITTTITITII D rII IT I I I.II
SMITH SUBDIVISION
SUMMARY OF DRAINAGE GALCULATIONS
POINT OF GONCENTRATION 25 YEAR HISTORIC
PEAK FLOW
cFs
CULVERT #1
CULVERT #2
CULVERT #3
CULVERT #4
ENTIRE PROJECT
1 ACRE LOT
2 ACRE LOT
CONCLUSIONS:
1.94
2.20
0.20
5.49
10.33
4.22
0.45
25 YEAR DEVELOPED
PEAK FLOW
cFs
2.20
2.20
0.31
6.21
11.63
0.35
0.57
DETENTION
VOLUME
CU.FT.
sgoS.oo
9390.00
403.00
535.00
PROVIDE DETENTION AT CULVERT #4 OUTLET.
PROVIDE DETENTION AT LOTS 4, 5 AND 6
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tmp#t . txt
Graphical- Peak Discharge method
Given Input Data:
Descri-Ption
S Rainfall distribution
FrequencY
Rainfal1, P (24-hours)
Drainage area
Runoff curve number, CN
Tj-me of concentration, Tc
Pond and SwamP Areas
Computed Results:
Initial abstraction, Ia
Ia/P
Unit peak discharge, qu
Runoff, O
Pond and swamp adjustment, FP
Peak discharge, qP
CULVERT #L, EXISTING CONDITION
Type II
25 years
2.00 in
8.26 ac
14
25.57 min
0.00 Z of Area
0.70 in
0.35
430.10 csm/in
0.35 in
1.00
1,.94 cf s
Page 1
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PRCULV1 . tXt
Graphical Peak Discharge method
Given InPut Data:
DescriPtion
S
Rainfall- distribution
ErequencY
Rainfall, P (24-hours)
Drainaqe area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
Computed Results:
Initial abstraction, Ia
Ia/P
Unit Peak discharge, qu
Runoff, O
Pond and swamP adjustment, FP
Peak discharge, q>
CULVERT #1, PROPOSED CONDITION
Type II
25 years
2.00 in
8.26 ac
75
25.57 min
0.00 I of Area
0.67 in
0.33
44'7 .27 csm/in
0.38 in
1.00
2.20 cf s
Page 1
I rccul-vl-. txt
TIME OE CONCENTRAT]ON FOR CULVERT #1
Descriptlon
Manninqr s n
E'l-ow Length
Two Yr, 24 hr Rainfa11
Land Slope
Sheet Flow
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0.15
300.00 ft
1,.20 in
0.13 ft/ft
ShaIl-ow Concentrated El-ow
Description
I il:;';:";il':::: : : : : : : :: : : :::: : :' unPav?)u,.,, rr
Watercourse Slope 0.03 ft/ft
r Velocity 2.79 fps
***************************
I * * * ** * * * ** * * * * ** * * * * * * * * * * * *
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I cuRVE NUMBER FoR cuLVERr #!, rt-Trl'rlf t#*rrrro*,
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PAVED ROADI gffiIf,l".''
Composite Runoff Curve Number Calculator
Description Area (ac) Curve Number
0.09
0.23
0.11
7.83
9B
98
89
74
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tmp#1. txt
Culvert CaIcul-ator
Entered Data:
Shape
Number of Barrels
Solving for
Chart Number
Scale Number
Chart DescriPtion
Scale DecsriPtion
Flowrate
Manningts n
RoadwaY Efevation
fnlet Elevation
Outlet Elevation
Diameter
Length
Entrance Loss
Tail-water
Computed Results:
Headwater
Slope
Velocity
Circular
1
Headwater
2
3
CORRUGATED METAL PTPE CULVERT
PIPE PROJECT]NG FROM E'ILL
5.49 cfs
0 .02
103.00 ft
100.00 ft
99.50 ft
15.00 in
40.00 ft
0. B0
1.50 ft
101-.78 ft From Inlet
0.01 ft/ fL
4.47 fps
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lr
lr
lr
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DIS_ HEAD-
C}IARGE WATER
TAILWATER
I'low ELEV.
VEL. DEPTH
cfs ft
fpsft
0.00 100.17
0.00 1.50
0.11 100.24
0.00 1.50
0.22 100.30
0.00 1.50
0.33 100.35
0.00 1.50
0.44 100.40
0.00 1.50
0.55 100.44
0.00 1. s0
0.66 l-00.48
0.00 1.50
0 .71 100 . 52
INLET
CONTROL
DEPTH
ft
0.L7
o )t
0.30
0.35
0.40
0 .44
0.48
0 -52
OUTLET
CONTROL FLOW
DEPTH TYPE
ft
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
Page
NORMAL
DEPTH
in
0.00
L .61
2.33
2.84
3.28
3. 65
4.02
4.34
1
CRITICAL
DEPTH
in
0.00
1_ .53
2.11
2.67
3.09
3 .46
3.80
4.L2
OUTLET
VEL. DEPTH
fpsft
0.00 0.00
L.47 0.14
1.81 0.19
2.04 0.24
2.22 4.27
2.31 0.31
2.49 0.33
2.6L 0,36
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Ir
lr
0.00
0.88
0.00
0.99
0.00
1.10
0.00
r.2L
0.00
1-.32
0.00
t.43
0.00
1 .54
0.00
l-. b5
0.00
1. /b
0.00
1, .81
0. 00
t .9B
0.00
2.09
0.00
2.20
0.00
2.31
0. 00
2 .42
0.00
2.53
0.00
z.04
0.00
2.14
0.00
2.85
0.00
2.96
0.00
3.07
0.00
3.18
0.00
3.29
0.00
3.40
0.55
0.59
0 .62
0. 65
0. 69
0.12
0.75
0.78
0. B1
0. B4
0. 87
0.90
0.93
0.96
0 .99
1.02
1.04
1.07
1.10
1.13
1.16
1.19
l.2t
L.24
4 .65
4.95
5.23
5. s1
5.'77
6.03
6.28
6.52
6 .16
7 .00
7 .24
1A1
1.-10
-t .93
8.15
8.38
8.61
B. 84
9.07
9.30
9. 53
9.7 6
L0.00
r0.24
4 .4r
4 .69
4 .95
5.20
5.44
5 .6'7
s.B9
6.11
6.32
6\)
6.72
6.9L
7.10
1 .28
7 .46
1 .64
7. B1
1 .98
8.15
8.31
8 .41
B .62
B.7B
8.93
2.1L
2.BO
2.BB
2.96
3.03
3.10
3.16
")2
3.21
114
3.37
3 .42
3 .46
3.50
3.54
3. 58
?6)
3. 65
3.68
3.71
3.'74
3.77
3.'79
3. 81
0. 39
0.41
0 .44
o .46
0.48
0.50
0.52
0 .54
0.56
0. s8
0. 60
0 .62
0.64
0.66
0. 68
0.70
o.12
0 .14
0 .16
0.11
0.79
0.81
0.83
0.85
1.50
100.5s
1.50
1-00.59
1- .50
L00 .62
1 .50
100.65
1. 50
100.69
1.50
1"00 .7 2
L. 50
l-00.75
1. 50
100.78
1. 50
100.81
1. 50
100. B4
I .50
1-00. B7
1-.50
100.90
1.50
100.93
1.50
100.96
l-.50
100.99
1.50
rot.02
1.50
l-01.04
1.50
101.07
1.50
101.10
1.50
101.13
l-.50
101.16
1.50
101.19
1.50
L]L.2L
1.50
L}L.24
tmP#1-. txt
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
Page 2
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0.00 1.50
3.51- L01.27
0.00 1.50
3.62 101.30
0.00 1.50
3.73 101.33
0.00 1.50
3.84 101.35
0.00 1-.50
3.95 101.38
0.00 1.50
4 .06 101 . 41
0.00 1.50
4.L7 L01,.61
0.00 1.50
4.28 101.69
0.00 1.50
4.39 101.71
0.00 1.50
4.50 101.73
0.00 1.50
4.61, l-01.7s
0,00 1.50
4.12 l-01.75
0.00 1.50
4. B3 LOL.11
0.00 1.50
4.94 101.78
0.00 1.50
5. 05 101 .79
0.00 1.50
5.16 101.79
0.00 1.50
5.27 101.78
0.00 1.50
5.38 101.78
0 - 00 1.50
7.27
1.30
1.33
1 .35
1.38
7 .4t
L .67
7 .69
L.7L
1 .73
1.75
1,.76
1,.71
7.78
1..79
1.79
1.78
1.78
1_0.49
t0 .14
11- . 01
71.28
11.s7
11.87
12.20
15.00
15.00
15.00
15.00
15.00
15.00
15. O0
15.00
1_5.00
1_5.00
15.00
9.08
9.23
9.37
9.51
9. 65
9.19
9. 93
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
1s.00
3. B3
3. B5
3.87
3.88
3. B9
3.90
3.90
3 .49
3.58
3 .61
3 .16
3. Bs
3.94
4.03
4.72
4.21,
4.29
4.38
0. 87
0.90
0.92
0.94
0.96
0.99
L .02
L.25
1.25
1,.25
1.25
1 aEL. ZJ
L.25
7.25
1.25
1.25
L.25
1..25
tmp#1. txt
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
0.00 NA
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Discharge method
ll
Graphical Peak
Given InPut Data:
DescriPtion
RainfalI distribution
FrequencY
RainfalI, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
Computed Resu1ts:
Initial abstraction, Ia
Ldl E
Unit Peak discharge, qu
Runoff, Q
CULVERT #2, EXIST]NG CONDIT]ON
Type II
25 years
2.00 in
71.12 ac
74
25.10 min
2.L3 ? of Area
0.70 in
0.35
428.90 csm/in
0.35 in
Pond and swamp
Peak discharge,
adjustment, EP 0.80
qp 2.20 cf s
Page 1
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tmp#1 . txt
Graphical Peak Discharge method
Given Input Data:
Description CULVERT #2, PROPOSED CONDITION
Rainfal-I distribution
ErequencY
Rainfall, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
Computed Resul-ts:
lnitial abstraction, Ia
ta/P
Unit peak discharqe, qu
Runoff, O
Pond and swamp adjustment, FP
Peak discharge, qP
Type II
25 years
2.O0 in
II. tZ aC
74
25.7 0 min
2.13 I of Area
0.70 in
0.35
428.9O csm/in
0.35 in
0. B0
2.20 cf s
Page 1
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TIME OE CONCENTRATION TO
Sheet Elow
tmp#1 . txt
CULVERT #2
Description
Manning's n
Flow Length
Two Yr, 24 hr Rainfall
Land SloPe
Flow Length
Watercourse SIoPe
0.15
300.00 ft
l -2O in
Computed Sheet flow time
Shallow Concentrated FIow
DescriptionSurface UnPaved
0.13
1253.44 ft
0.03 ft/ft
ft/ ft
Paqle 1
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tmP#1. txt
CURVE NI]MBER
N. ":::'::":::, :::::' -::::":::"I:..,
DescriPtion Area (ac)Curve Number
9B
89
9B
'74
0.09
0.19
0.00
1,1".44
1,1,.72
ROOF
DRIVE
PAVED
PASTURE
Total Area
Page 1-
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Discharge methodl
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Graphical Peak
Given InPut Data:
DescriPtion
S Rainfall distribution
FrequencY
Rainfall, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concenLration, Tc
Pond and SwamP Areas
Computed Results:
Initial abstraction, Ia
Ia/P
Unit Peak discharge, qu
Runoff, Q
Pond and swamP adjustment, FP
Peak discharge, q>
CULVERT #3, EXISTING
Type II
25 years
2.00 in
0.86 ac
74
26.32 mrn
0.00 % of Area
0.70 in
0.35
423.29 csm/in
U. J5 IN
1.00
0.20 cf s
CONDlTlON
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tmp#1. txt
TIME OF CONCENTRATION FOR CULVERT #:
Sheet Flow
DescriPtion
Manning's n 0'15
Flow Length 300.00 ft
Two Yr, 24 hr Rainfa]l 1.20 in
Land Slope 0.06 ft/fL
Shallow Concentrated Flow
Descri-ption
Surface
E1ow Length
Watercourse SloPe
Velocity
Unpaved
250.00
0.03
2-79
ft
ft/ ft
fps
Computed Shallow flow time
***************************
Total Time of Concentration > 26 ' 32 min
****************************
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tmP#1 . txt
NUMBER FOR CULVERT #3
ComPosite Runoff Curve Number
Description Area (ac)
Calculator
Curve Number
ROOE
DRIVE
PAVED
PASTURE
Total Area
9B
B9
9B
'74
Weighted CN
0.03
0.16
0.00
0 .61
0.86
Page 1
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tmp#1. txt
Graphical Peak Discharge method
Given Input Data:
DescriPtion
S
Rainfatl distribution
ErequencY
RainfalI, P (24-hours)
Computed Results:
Initial abstraction, Ia
ta/P
Unit Peak discharqe, qu
Runoff, O
Pond and swamp adjustment, FP
Peak discharge, qP
Drainage area 0.86 ac
Runoff curve number, CN '78
Time of concentration, Tc 26.32 mrn
Pond and SwamP Areas 0.00 Z of Area
CULVERT #3, PROPOSED CONDITION
Type II
25 years
2.00 in
0.56 in
0.28
4't 9 . 64 csm/ in
0.48 in
1.00
0.31 cfs
Page 1
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tmp#1 . txt
Graphical Peak Discharge
Given InPut. Data:
DescriPtion
q
Rainfall distribution
FrequencY
RainfaIl, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
method
CULVERT #4, EXISTING CONDITION
Type II
25 years
2.00 in
26.69 ac
14
25 .7 6 min
0.94 ? of Area
Computed Results:
lnitial- abstraction,Ia
ta/P
Unit peak discharge, qu
Runoff, O
Pond and swamP adjustment, EP
Peak discharge, qP
0.70
0.35
428.
0.35
O. BB
5.49
1n
35 csm/in
in
cfs
Paqle 1
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tmp#1 . txt
Graphical Peak Discharge method
Given InPut Data:
DescriPtion
S Rainfal-I distribution
ErequencY
Rainfall, P (24-hours)
Comput.ed Results:
Initia1 abstraction, Ia
Ia/p
Unit Peak discharge, qu
Runoff, 0
Pond and swamP adjustment, FP
Peak discharge, qP
Drainage area 26'69 ac
Runoff curve number, CN 75
Time of concentration, Tc 25'76 min
Pond and SwamP Areas 0 ' 94 ? of Area
CULVERT #4, PROPOSED CONDITION
Type II
25 years
2.O0 in
0.61 in
0.33
445.41 csm/in
0.38 in
O.BB
6.2L cf s
Page 1
tmp#1 . txt
CURVE NUMBER FOR CULVERT #4
Composite Runoff Curve
Description Area (ac)
Number Calcu]ator
Curve Number
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ROOr
DRIVE
PAVED
PASTURE
Total Area
0.39
0.71
0.41
25.L8
9B
89
9B
74
Weighted CN
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tmp#L . txt
T]ME OF CONCENTRATION EOR CULVERT #4
Sheet FIow
DescriPtion
Manning's n 0' 15
Flow Length 300 ' 00 ft
Two Yr, ia, hr Rainf all- L -20 in
Land SloPe 0'13 ft/ft
Shallow Concentrated Fl-ow
Descriptlon
Surface
Fl-ow Length
Watercourse SloPe
Velocity
Unpaved
1013.97
0.03
2-79
4 .50
L917.6L
0. 03
0.08
2t6.OO
22.1O
ft
ft/ fL
fps
ft2
in
ftft/ fL
in
fps
Computed Shallow fl-ow time
Channel FIow
Description
FLow Area
Wetted Peri-meter 3'00
Fl-ow Length
Channel SloPe
Manningr s n
Hydraulic radius
Velocity
I
Computed Channel fl-ow time
***************************
I Total- Time of Concentration > 24 '2'7 minI * * * * * * * * * * * * * * * * * * * * * * * * * * **
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tmp#1 . txt
DETENTION VOLIIME FOR CULVERT #4
Basln Output
Pond Name
Distribution TYPe
Frequency TYPe
Area
Peak Inflow
Peak Outfl-ow
Runoff
Runoff Vol-ume
Storage Volume
Maximum Storage Elevation
Type II
25 years
26.69 ac
6.21 cf s
5.49 cfs
0.38 in
36830.61 ft3
5304.90 ft3
0.00 ft
Page 1
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tmP#1 - txt
Peak Discharge methodGraphical
Given InPut Data:
DescriPtion
OJECT RainfalI distribution
ErequencY
RainfalI, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
Computed Results:
Initial abstraction, Ia
ta/P
Unit peak discharge, qu
Runoff, Q
Pond and swamP adjustment, FP
Peak discharge, qP
EXISTING CONDITIONS, ENTIRE PR
Type II
25 years
2.00 in
47 .82 ac
74
26.70 min
O.52 I of Area
0.70 in
0.35
425 .26 csm/ in
u. J5 ]-n
0.93
10.33 cfs
Page 1
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tmp#1. txt
Graphical- Peak Discharge method
Given InPut Data:
DescriPtion
OJECT RainfalI distribution
FrequencY
RainfalI, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
PROPOSED CONDITIONS,
Type II
25 years
2.OU rn
41.53 ac
75
26.I0 min
0.53 I of Area
O.61 in
0.33
442 -23 csm/in
0.38 in
0. 93
11.63 cfs
ENTIRE PR
Computed Resul-
Initial a
ta/P
ts:bstraction, Ia
Unit peak discharge, qu
Runoff, O
Pond and swamP adjustment, FP
Peak discharge, qP
Page I
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tmp#1-. txt
DETENT]ON VOLUME REQUIRED FOR ENTIRE PROJECT
Basin OutPut
Pond Name
Distribution TYPe TYPe II
Frequency TyPe 25 Years
Area 47 'BZ ac
Peak Inflow 11 ' 63 cfs
Peak Outflow 10'33 cfs
Runoff 0'38 in
Runoff Volume 65988 ' 85 ft3
Storage Vol-ume 9390 ' 03 ft3
Maximum Storage Elevation 0 ' 00 ft
Page 1
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tmp#1 . txt
Graphical Peak Discharge
Given InPut Data:
DescriPtion
ONDIT]ONSRainfalI distribution
ErequencY
Rainfall, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
Computed Results:
lnit.ial abstraction, Ia
ta/P
Unit peak discharge, qu
Runoff, Q
Pond and swamp adjustment, FP
Peak discharge, qP
method
TYP]CAL 1 ACRE LOT,
Type II
25 years
2.00 in
1 .00 ac
'74
28.20 min
0.00 % of Area
0.70 in
0 .35
401 .38 csm/in
0.35 in
1.00
O.22 cf s
EXISTING C
Page 1
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tmp#1. txt
Graphical Peak Discharge
Given InPut Data:
DescriPtion
ONDITIONSRainfall distribution
ErequencY
RainfalI, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
Computed Results:
Initial abstractlon,Ta
ta/P
Unit peak discharge, qu
Runoff, O
Pond and swamP adjustment, EP
Peak discharge, qP
method
TYPICAL 1 ACRE
Type II
25 years
2.00 in
1.00 ac
18
28.20 min
0.00 I of Area
0.56 in
0.28
462.L5 csm/in
0.48 in
1.00
0.35 cfs
LOT, PROPOSED C
Page 1
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tmp#1 . txt
TYPICAL LOT DETENTION POND SIZING' ONE ACRE LOT
Basin OutPut
Pond Name
Distribution TYPe
Frequency TYPe
Area
Peak Inflow
Peak Outflow
Runoff
Runoff
Storage
Volume
Vofume
Maximum Storage Elevation
Type II
25 years
1.00 ac
0.35 cfs
A.22 cf s
0.48 in
L7 43.09 ft3
403.41 ft3
0.00 ft
Page 1
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tmp#1. txt
Graphical Peak Discharge method
Given InPut Data:
DescriPtion
COND]TIONSRainfalI distribution
ErequencY
Rainfal1, P (24-hours)
Draj-nage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
Computed Results:
Initial abstraction, Ia
7a/P
Unit peak di-scharge, qu
Runoff, Q
Pond and swamP adjustment, EP
Peak discharge, qP
TYPICAL 2 ACRE
Type II
25 years
2.00 in
2.0O ac
74
28.20 min
0.00 ? of Area
0.70 in
0.35
407.38 csm/in
0.35 in
1.00
0.45 cfs
LOT, EXISTING
Page 1
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tmp#1. txt
Discharge methodGraphical Peak
Given InPut Data:
DescriPtion
ONDIT]ONSRainfaIl distribution
ErequencY
Rainfal1, P (24-hours)
Drainage area
Runoff curve number, CN
Time of concentration, Tc
Pond and SwamP Areas
Computed Results:
Initial abstraction, Ia
ta/p
Unit Peak discharge, qu
Runoff, Q
Pond and swamp adjustment' FP
Peak discharge, qP
TYPICAL 2 ACRE
Type II
25 years
2.00 in
2.00 ac
76
28.20 mi-n
0.00 % of Area
0.63 in
o.32
439.62 csm/in
0.41- in
1.00
0.57 cfs
LOT, PROPOSED C
Page 1
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tmP#1. txt
TYPICAL 2 ACRE LOT DETENTION POND SIZING
Basin OutPut
Pond Name
Distribution TYPe
Erequency TYPe
Area
Peak Inflow
Peak Outfl-ow
Runoff
Runoff Volume
Type II
25 years
2.00 ac
0.57 cfs
0.45 cfs
0.41 in
297'l .77 ft3
534. B1 ft3
0.00 ftStorage Volume
Maximum Storage Elevation
Page 1
NA
NA
NA
NA
1,..
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Entered Data:
Shape
Number of Barrels
Solving for
Chart Number
Scale Number
Chart DescriPtion
Scale DecsriPtion
ElowraLe
Manning's n
RoadwaY Elevation
ln1et Elevation
Outlet Elevation
Diameter
Length
Entrance Loss
Tailwater
Computed Results:
Headwater
SloPe
VeIocitY
tmP#1 . txt
Culvert Calculator
OUTLET
CONTROL ELOW
DEPTH TYPE
ft
Circular
1
Headwater
2
3
CORRUGATED METAL P]PE CULVERT
PIPE PROJECTING FROM FILL
0.45 cfs
0.03
105.00 ft
100.00 f t
99. B0 ft
5.00 in
20.00 ft
0.80
1.00 ft
l-01.43 ft Erom Outlet
o.01 ft/ ft
2.29 fps
DIS_ HEAD-
CHARGE WATER
TAILWATER
Flow ELEV.
VEL. DEPTH
cfs ft
fps ft
0.00 100.80
0. o0 1.00
0.01 1,00. B0
0.00 1.00
o.02 100. B0
0.00 1.00
0.03 100. B1
0. o0 1 .00
0. o4 100. B1
0. o0 1-.00
0.05 100. B1
0.00 1. o0
0. 05 100.82
o. o0 l-.00
0.06 100. 82
INLET
CONTROL
DEPTH
ft
0.06
0.09
0.11
0.L2
0.14
0.16
0.71
0.18
0.80
n RO
0.80
0. Bl-
0. 81
0.81
0.82
0.82
NORMAL
DEPTH
in
0.00
0.19
1.10
.Ltr
I. . JJ
l-.56
1 7qL. 'J
L.92
2.08
CRIT]CAL
DEPTH
in
0.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
OUTLET
VEL. DEPTH
fpsft
0.00 0.00
0.05 0.50
0.09 0.50
0.1-4 0.50
0.1-B 0.50
o .23 0.50
o .28 0.50
o .32 0 .50
Page 1
l,
I
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lr
lr
lr
0.00
0.07
0.00
0.08
0.00
0. o9
0.00
0.10
0.00
0.11
0.00
0.L2
0.00
0.13
0.00
0.14
0.00
0.14
0.00
0.15
0.00
0.1-6
0.00
0.17
0.00
0.18
0.00
0.19
0.00
0.20
0.00
0.2L
0.00
0.22
0.00
0.23
0.00
0.23
0.00
0.24
0.00
0.25
0.00
0.26
0.00
0.21
0.00
0.28
0.20
0.21"
Aaa
0.23
0.24
0.25
0.26
0.21
0.28
0.29
0.30
0.31
0.32
0.33
0.34
0.35
0.36
0.37
0.38
0.56
0.57
0.57
0.58
0.58
2.24
2.38
"q?
2 .66
2 -80
2.93
3.06
3.19
1 '7)
3.45
3 .58
3.11
3.84
3.91
4.11_
4.25
4 .40
4.56
4.'72
4.91
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
0.37
0.41
0.46
0 .50
0 .55
0.60
0 .64
0. 69
0.73
0.78
0.83
0. 87
0.92
0.96
1.01
1-.05
l-.l-0
1.1-5
7.L9
1 21,
1.28
1.33
l-.38
1 .42
0.50
0 .50
0.50
0.50
0.50
0 .50
0. s0
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0 .50
0.50
0. 50
0.50
0.50
0 .50
0 .50
0.50
1.00
100. B3
1. 00
100. B3
1.00
100. B4
1.00
t-00. B5
l-.00
100.86
1.00
100.86
l-. 00
100. B7
t. 00
100.88
1. 00
100.90
1.00
100.91
1.00
L00.92
1.00
100.93
1.00
100.95
1.00
100.96
1.00
r-00.98
1.00
l-00.99
l-.00
101- . 01
l-.00
101 . 02
1.00
101.04
1".00
101.06
l-.00
l-01,.08
1.00
101.10
1.00
70L.1,2
1-.00
101.14
tmp#1 . txt
O. 83 NA
O. 83 NA
O. 84 NA
O. 85 NA
O.B5 NA
O.86 NA
0.87 NA
O.88 NA
0.90 NA
0.91 NA
0.92 NA
0.93 NA
0.95 NA
0.96 NA
O.98 NA
0.99 NA
1.01 NA
7.02 NA
1.04 NA
1.06 NA
1. OB NA
1.10 NA
L.L2 NA
L.L4 NA
Page 2
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NA
NA
I
I
I
0.00
0.29
0.00
0.30
0.00
0.31-
0.00
0.32
0.00
0.32
0.00
0.33
0. 00
0.34
0.00
0.35
0.00
0.36
0.00
0.37
0.00
0.38
0.00
0.39
0.00
0.40
0.00
0.41-
0.00
0.41
0.00
0 .42
0.00
0.43
0.00
1.00
101.16
1.00
101.l-B
1.00
LOL.2I
1.00
L07.23
1.00
L07.25
1.00
ro1".28
1.00
101.30
1.00
101.33
1.00
101.36
1.00
101.38
L.00
101.41-
1.00
L0]-.44
1.00
]-o]..47
1.00
1_01.50
1.00
l-01.53
1.00
101-.56
1.00
101-.60
1-.00
0.59
0.59
0. 60
0. 60
0. 61
0.61
0 .62
0 .62
0.63
0. 63
0 .64
0 .64
0. 65
0. 65
0.56
0 .67
0. 67
7.23 NA
7.25 NA
1, .28 NA
1.30 NA
1.33 NA
1.36 NA
1.38 NA
1.41 NA
1,.44 NA
\.41 NA
1-.50 NA
1_.53 NA
1.56 NA
1.50 NA
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
5.00
6.00
6.00
5.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
L .4'7
1 .51
1.56
1.60
1. 65
1.70
1 7A
t .19
1. 83
1.88
1 .93
10?
)i)
2.06
2.11
2.15
2.20
0.50
0.50
0.50
0.50
0 .50
0.50
0.50
0.50
0 .50
0.50
0.50
0.50
0.50
0.50
0. s0
0.50
0.50
tmp#1 . txt
t_.16 NA
1.18
L -2]-
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Page 3
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ACCESS
@TRANsPoRTArlo-r
SiArt-iiic HwAY nccEss PERMIT
t2lr7lr999
:*,,::liJTffi1fi:',#A;,1,l:,ffi[",:!iq,"-li;$i*g1"J':'ili^'ryii:l;,"-'11]',:5ffq["::?lii";i'H:itiJ;sfl[',il];i:?il'f"1"
bv the issuing authority ir
"i'"nv
tir"ir,e permitted'acclevsl;;;"-;ri"i"t" inv'p'""i" o:iil;;;ilit rrt" i""[ng'"'ffii' tn" oip"tt-ent and their dulv
appointed agents and ".p6;'";'$"rj'ii
n"ro n.rrr"JJJ"i-nJ-any action f", d"i#"", id"'v'"ipi"p"'tv o"t"i" "u"ttined
by reason of the exercise or
Tfre Permittee(s);
Ronald & Jean Smith
31947 HighwaY 6 &'24
Silt, CO 81652
s7o-876-2201
Applicant;
John Taufer
John L. Taufer & Associates' lnc'
P.O. Box 2271
Glenwood SPrings, CO 81602
970-945-1337
Location:
Onthe north side of US highwaY 6 &24 , a distance of 5016 feet east from MP 97
AEess to Provide Service to:
County Road.......""
100.00 % ,-
L?(-- ,,' .-- r r,S
Other termsther terms and conditions:
*SeeAttachedPages2and3andotherEnclosuresforAdditionalTermsandConditions.
ffiALtrY oR couNw APPRoVAL
By
(x)ccntained
Herein. Alt construcr,# 5n;iiil'ffi;t"t"d ;t?nliploitiou'. "no
l"i" "nn"r.
and shall be finished within 45 davs from
rnitiation. The permittrd ,""u* sha, be *,ili;-l*"""oroan"""ii[r in" t"*r and conditions of the permit priorto
Being used.
The permittee sha, notify ph,ip Anderre with the cororado Department of rransportation in Glenwood springs at
e7o-e47-e361 at least 48 hours prior to commencins construction within the state Highwlr:::JJ?r,"u,n"n*r,"
:3:3":":,r*;::nHJ:::","'.;;;;;;";;;;";-" of the propertv served bv the permifted access and have fu',authoritv to
A';Jpi th" d.itind its terms ano conaitions' I dI[E
Permittee
(x)
ThisoermitisnotuatirepresentativeoftheDepartment.
; ol6"Fiiilo oeinnrnrem ar rnnu ?Pi RIII9
Title
Access ManagerBy
(x)
il
{
tl
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;ffin-t.*;* obsolete and may not be u-sed
CDOT Form #l0l 8198
Required:
l.Region
2Applicant
3-staff Access Sec'tion
Copy Distrlbutlon:
IT!IIITII'IIIT,l
State HighwaY Access Permit
Form 101, Page 2
ThefollowingparagraphsareexcerptsoftheStateHighwayAccessCode.
These are providef for your convenience irt ao not aileviate compliance with all
sections or tne nlisi 6;"1;;pt o-t t'," bi"t. Highway Access code is
avairabre t,o, vo'"'-ril"'i-i"*ing "uino'itv tro""rfl:JiliX1"Jllfi'J|! 331,"J::ft"
O"p"rtm"nt of Transportation (Departm
issuing authority ,nri" it. deciiion U"""-J ii p"rt on infoimation submitted by the
appticant, on the;;ffi;;t.gory wtrictr is aisisned to the highwav, what
atternative access to other public roads.';;J;ilfut is available, and safety and
design stanaaras] Hil;!il ,." "r a"iig^ ."t approved by the permit or the
issuing auttrority ma'y';;;r; ih";vocation-or suspension of the permit'
APPEALS
Ltt$'"tlo the permittee or applicant.gbi:"!io tl:-1'illifj"""p,"jT5:Lflli#':J
l;*i"'8lJ#;ff iTJ':"d#,ii'"""y"I1"-i;':*::*l':S":1,"'?"'JT'frlX:::i[['#if, :ffi l}.il"Tilt"ffii!1li:li'r:g1::J:?f lT]5JiiJ'3X[:there by the DePanmeru' rne aPPrrvqrrt'"" t-r.ir.iiniitCof*"dol. To.appealil;;ih;;ecision to the [Transrt-:Ilatio.ltlP.,o- *o...^ 1." rhe rransDortation:,f"""t,T,i,::fl ili:l"dl""ll't1'JJa"'i'ii'i"il*ryllpl"I-:l':n::*?':?"
3ii?[,'JJl;iHH,H#;]iiilfi
';;,:"F#ril{:ll::':f""1,1"*::,1:
;:[H;-'iilrffi :,r;fi ;':iliil'il;itih;l1qf 'll"^:*X***X'L?transmittal ot me permlr lor Drgltaturv
,'nuanir", Denver, colorado 80222-
Lo-rri"aion of Colorado, 4201 East Arkansas- ---^-r -^;{ ma' innrrrrte
30"#li1'11"'iii""l'1ffi ;;ffi ;-';;;iql1::Il^':11*Iil:"ll:i
llll;ii,",.,ilr[;: Hffi il;;.ir,"l *", ra be acceptable to the permittee or
at--Ir:-lIaI:r
applicant.
2. Any appeal by the applicant or permittee of action by a local issuing authority
shall be filed with tre ro;;i authority and be consistent with the appeal
procedures of the local author'tty'
3.lnsubmittingtherequestforadministra^tivehearing,theappellanthasthe
ootion of including witnin- ttr" appeal.a ,"qr""itoi" ,"iiew by'the Departmenf s
internal administrativ"i"'i"* committee p""'"nt to [Code] iubsection 2'10'
when such committee iv[*i. i"q*"t"a., prr"""ting ot ttre appeal for formal
administrativ. r,""rins, 2;.;i5; ;HG);srrali Le suspenled untilthe appellant
notift es the commistdf ;-;i;iqi;i6't19,"aministrative hearins' or the
appellant submits . ,.q,".i to the Commi'"ion o' in" administrative law judge to
withd raw the app ea t' ri:"il# i "iJit1'1
processes' lh" ii]:tTl
administrative review ffi;il;;;;Jir," "amini.trative
hearing, ffiaY not run
concurrentlY'
4. Regardless of any communications' meetings' administrative reviews or
ne gotiatio ns with th e ffi ;l[H;; tii; i;ffi ;i;ministative review com mittee
regarding revisions oioujections to the permit or a denial, if the permittee or
applicant wishes. #;'Jil;';;;il;;;iis aecision to the commission for a
hearins, the appeat ;fft bt;;';il i;ihi commission within 60 davs of
transmittal of notice of a"ni"f or Gnsmittal of ttre permit'
i:Yi,r,t#mffifonsiaereo expired if the access is not under construction
witrin one year of t "
p"irit-i"rr"J"1" o1 U"ior" if," expiration of any authorized
extension. When tfre peimitteels unable to commence construction within one
vear after the permit i""ri,:'j"[,1he permittee'."y r"qr""t a one year extension
irom the issuing authority' No morelhan two one-year extensions may be
oranted under any circuiistances. lf the access ls'not under construction within
ihr"" yu"r" from date]i ffi;ff,!. i"irit*iff Ue consiaered expired' Any request
for an extension must ["'i. *1iii.g;.d submitted to the issuing authority before
the permit expires. Th;;il;isfiouu .t"tu iii. reasons why the extension is
necessary, wnen conJtrl-ciiiir-'rs anticipateO, ani inctuOe a coPy of page 1 (face
of oermit) of the access permit' Extension appiovafs snaU ?: i-lyli"g' The local
issuingauthorityshallobtaintheconcurrenceottheDepartment.priortothe
approval of an extens#;i;i;ll notify the Departmeht of all denied
extensions within te n U;t:'i"v ;";9i1.Gi{o ; reestablish a n- access permit
that has expired ,"v 6!6in "glih
witn tne,appfication procedures' An approved
Notice to proceed,
"rio-,i"ii"irrv
renews the iccess permit for the period of the
Notice to Proceed.
?:ttt*,Yr""l'L?-ray not besin until a Notice to Proceed is approved' (code
subsection 2.41
2. The construction of the access and its appurtenanc:: ?t I-"-11'"d
by the
terms and conditions ; il; ;;;it .hall.be c'ohpleted at the.experse of the
oermittee except ""
pi"riotiln subsection 2.14. All materials used in the
ffi ffiffi ;;'ti'';;il;"-witt'i"t'e!'nn*?,:'.9,i[?:-H:Y""Jfl :*1'#ii8ilJ,",
eas"ments, becomepub55fr,""fr lT,rTctea by the De.partment. Al f;ncins,
lfl :[l;li:#:"Xliffi;;':;;i,1r;1fi ;'d*'Id'materiatremovedln
the course ot "..""= "l"Jir"tir" rt all be given to the Department unless
otherwise instructed ifiir" fermit or the Department inspector'
3.Thepermitteeshallnotifytheindividualortheofficespecifiedonthepermit
or Notice to proc""i'lir"""it*" *ort<ing da-ys ;rior to any.construction within
state highwa, rigr,t-li*"";;""rtrl"ti"^ "ti(" 1""""" shill not.proceed until
both the access p"rilii"#;in" N;il; t" Pt;;;; "* issued' T-he access shall
be completed in an liili'ti"rr anO safe .,.."nn"i"na shall be finished within 45
days from initiation ;i[;ilir-r"i;n *itr,in *i"'iiigt*.i right-of-wav' A construction
time extension not tl'#elJi'o *oiting.a"yt t"y be requested from the
iiilirid;;i;, office specifted on the permit'
4. The issuing authority and the Dgqartlent may inspect'the access during
construction "no
upii'ii|nfution ot it " """"". to ensure that all terms and
conditions ot tt "
p"i'#it""lJt ^.i.
Nrpt"too "t" authorized to enforce the
conditions "f fl1" d;iiffiiig ."""1*.t''* ;^d to halt any activities within state
right-of-way tf,at Ao'noiJompIV *itt tne provisiint oitn" fermit, that conflict with
concurrenthighwayconstructionormaintenancework,thatendangerhighway
IrlIlrf-IraaJ)a
property, natural or cultural resources protected by law' or the health and safety
bf workLrs or the Public'
5. Prior to using the access' the permittee is required to complete the
construction according to the terms "na "onottiorii
of the.permit. Failure by the
permittee to aUiOe U--yilt permit t".1r.t i1,i ilnaitioni snati be sufficient cause for
the Departm.nt oiir'"uin'g authori$ to inN# action to suspend or revoke the
oermit and close the acc6ss. lf in the a"i"lr-inJon of the bepartment or issuing
authority tre taituie-to "omprv ryith 9t ";;i;;ih; constructibn requirements of
the permir "r."t"'""
r,igi;;ai latetv t."..rif .u.n tt
"tt
o. sufficient cause for the
summary .r.p"nion"oii# p"rrit. lf the permittee wishes to use the access
prior to comptetio-n]arit'iffi""t" ".:t!.5;P;;*:Jl!^T-",:t^:uins
authoritv and
Department ..d ffi;;;in iie permit ine blpartment or issuing authori$ may
order a rran to a#'ullrt iiiiliiG" "t
tn" ..risi pursuant to statutory and
regulatory po*"ii' Reconstruction or improvement of the access may be
required wtren tni'pei;iii;; h;" tairea t;'mlei requireo specifications of design
or materials. ff Jy:;;;ir*ti"nii"r"nifails within two y.ears due to improper
construction or mlteriat specifi cationt' il;;;t'F" :-gf'::t*onsible for all
repairs. Failure t" ,it" "'ult r"p"ir" m"v r""rn in suspension oi th" permit and
closure of the access'
6.Thepermitteeshallprovideconstructiontrafficcontroldevicesatalltimes
during access construction, in conJorml-n'c-e *itf, in. M.U'T'C'D' as required by
sectiin 42-4-104, C'R'S'' as amendeo'
T.Autititypermitshallbeobtainedforanyutili$work.withinhighwayright-of-
way. where .";';U;i9;;;;' 191"t"ii1
oi r"'pair a kaffic control device or
pubtic or prir"t"-riiiiti& ior the *n"trrlilo-ti Ji" i"tritt"d access, the relocation'
removal o, ,"p"ir"rii"'rr-uJ ac.ompristreJ uv *," pbtmm"" without cost to the
Department "' i'*i"g iJt$;W, i1l:ffi; jir;til of th'e Department or utilitv
company.n"va-"m"i"totheitater'igilayoiotherpublicrioht-of.waybeyonrl
that which is allowed'in the permit shtii'#l;;;q[;;93![' rhe permittee is
responsible f"til:?;aii';iil-1tiiv aama5jea in the course or access
construction, reconstruction or repaf'
8, ln the event it becomes necessary to remove any right-of-wav fence' the
posts on "itn"'''iiJ'oiiiiJ""""'"
th"l;";;i;il t;';J with ah approved end
post before tn"iiii"'i, trt io pr"r.ni.i'y .L.f.ing of the remaining fence' All
oosts and wire removed are Departt;i'il;;dvZnd shall be turned over to a
Iepresentative of the Department'
e . rhe p er m itte e sh a r l e ns u re ttst
" r""",0#,"1."I.;,:"r,H n : :t :#5,tT,f Hilr"
it " "on"it"tion
site at all times' Th.e
the individual ;; ;h-";'#!"iii"J "n
th5;"'mit ;i ?nI-"' !:il:d phases in
construction d;iffiih;fieiA insp"ctorio inspe"t virious asoects of constuc$on
such as concrete forms' subbase' bal;';;J;;;'paction' and materials
specificationr:i;i#;;rn.. .la .d;-id;;;"t be ordered by the Department
orlocalauthorityfieldinspectortome"iunanticipatedsiteconditions.
tfIItr.IJA'II:
l0.Eachaccessshallbeconstructedina.mannerthatshallnotcausewaterto
enter onto the roaowa/Jrffi;il"rl ;;J
"n"rr,not
interfere with the existing
draina ge system on,n" ?lgiii-";;;i
-"i
""v "o;pte
d municipal syste m and
drainage Plan..
11. By accepting the permit, permittee agrees to save' indemnify' and hold
harmress to the extent';ffiti;; iaw, $l issiingautnority, the Department, its
officers, and employe;;fi .;ii#"tion", clairis of any type or character
brought because ot inlii"I'"r-J"niJg; "u.i"in"d
by any person resulting from
the permittee,s use ot t#;; ;eimit during the construction of the access'
CHANGES IN ACCESS USE AND PERMIT VIOLATIONS
1. lt is the responsibility of the property own"i"na 99rm1tte9 to ensure that the
::rin:::t#"#,1i!1"i*l#::llxli:*il"ln:m3'i*q6:Eit!i:i'
assigns, successors-iiii'riiiliil niiis ana occupants.- li any significant changes
are made or will be ,;;;'i;ih; use of the propertv *ll"h *^'l:,t"1 access
ooeration, traffic voluri;;;; ;t vehicle type' the pLrmittee or property owner
slra* contact ttre tocat'iJsir'ilg;;ih*ih/ oi ttt" o"i,"rtment to determine if a new
access permit
"no
,oIit"iil" i" the access are required'
2,Whenanaccessisconstructedorused,inviolationoftheCode,section43-
2-147(5Xc), c.R.S.,
"'f
tht'A;i;iri* i1q Department or issuing authoritv may
summarily suspend #:';c!Js;!l'it-11'li"tdiatelv order closure of the
access when its .ontinr.a use'prese.nts "n
irr"ai"te threat to public health'
welfare or safetv. t'lilili.v t'#ffi; "n"r'i'"omprv
with article 4 of title 24'
c.R.S.
T.^,TI5I}H,[e, his or her heirs, successors-in-interest, assisns, and
occupants ot tne prop'eily'""i"Liuv tn3
^a.ccess
shall be responsible for
meeting the terms "'iJtinaitions
of ihe. p"*it' tn" tepair and'maintenance of
the access beyond the edge of the roadwav inirraing "ny"-1q:.g.u"rd
and gate'
and the removal or, "t""i"i"" of snow or i"l upon thE acies-s^ev^en though
deposited on the "J;;lilfi"-touit" "t o"pltm"nt snow :T:Y"l operations'
\Mthin unincorporat"i .-r"". tt " oepartmen[*itt t""p access culverts clean as
oart of maintenance'i ti.," r,ijn*"y train"gi "v"t"rl no*ever' the permittee is
resoonsible for the ,;"i;;il;;ft"""r"r,t'Jtlnv ".."torelated
culverts within
the ri g ht-of-w"v' witiln" inloti;;5iF #":' arai ria ge re spo nsibil ities f or
municipalities are d;i;;in",l uv statute.and l'ocai 6rainahce'.The Department
willmaintain te ro"ffiav'il'11"i1fi{11'.1"'ffi ilq "l:-{9:rs'
except in those
cases where t" ".il".'instaltatio-n
has faiied due to improper access
construction anOloriaiture to follow p"*itilqrirements'anA specifications in
which case tne permittee shall be ,u"pon"iu-tJior such repair' Any significant
repairs such as .uf'"tit"pf"t"me.nt' lesurfacing'
or changes in design or
specifi cationr, r"qui'-tt'" rihorizatio n f ro m the D ep artment'
Form 101, Page 3
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STATE HIGHWAY AGCESS PERMIT #399152
lssued to Ronald W. and Jean M' Smith
TERMS AND CONDITIONS
1. This Access is approved as constructed. All previous permits are hereby removed and deemed void'
2. If there are any questions regarding this permit, please contact Mike Smith at (970) 248'7231'
3. The Permittee shall refer to all additional standard requirements on the back of this permit and any enclosed
additional terms, conditions, exhibits and noted attachments'
4. This Permit is issued in accordance with the state Highway Access code (2 CCR 601-l)' and is based in part upon
trre information submitted by the permittr;: Thi, ;".ii;, is orrty for the usi and purpose srated in the Application
andPermit.Anychangesintrafficvolumeso,typ",drainage,orotheroperutionalaspecsmayrenderthispermit
void, requiring a new permit to be applied;;l;;d "poo
tiitti"g and anticipated future conditions'
5. This permitted access is only for the use and purpose stated in the Application and Permit'
6.Nothinginthispermitshallprohibitthechiefengineerfromexercisingtheright$antedinCRS43-3.102
-"rrffig u*;, fio,i1jffi ##,1", il hand lurns by construction of physical medial separations'
T.water,sanitary,sewer,gas,electrical,communication,landscaping'andtelephoneinstallationswillrequire
individual additional Permits'
g. The pemrittee is responsible for obtaini- ng any necessary additional federal, state and/or city/county permits or
clearances ,"qrirJio, "onstuction "r,ri" ""i,*r. appiou"r of thi, "."," permit does not constitute verification
of this actiou bY the Permittee'
g. It is the responsibility of the permittee to prevent all livestock from entering the Slate Highway right-of-way at this
access location. Any livestock that does Jitrr,u" highway rigut-of-way rritt u" the sole responsibility of the
Permittee.
10. In the event the landscaping becomes unsightly or considered to be a traffic hazard' The Department may requ,e
that it be ,.-o*,"a p-treui uv the permittee and at no cost to the Department'
ll.LandscapingshallnotobstructsightdistanceatanyStateHighwayaccesspoint.
12.Afullyerecutedcompletecopyofthispermitmustbe,onthejobsitewiththecontractoratalltimesduring
the construction. Failure to comply r"ftr, tni. or any other coistruction requirement may result in the
immediate suspension of work uv ota"ioilt'" a"p""tment inspector or the issuing authority'
13. S,rvey markers or monuments found in state highway right-of-way must be.preserved in their original positions'
Notify m" o.poruo"ot "t
(g7o) 245-7226 ii*,Jiut.ty ofoo au*ui. to or diicovery of any such markers or
monuments at the work site. Any s,rvey markers o, ,,,oot',o'nO dlt*Uta during ihe execution of this permit shall
;t t"p"*a and/or replaced immediately at the expense of the Permittee'
14.Whenitisnecessarytoremoveanyhighwayright-of.wayfence,thepostsoneithersideoftheaccessentraoce
shall be securely braced with approved;;JG"-; and in .ooro#"o." with the Department's M-607-l standard
before the fence is cut, to prevent ,ru"rriog-o'rti"."ro"ioi.rg r""". eu posts and wire removed shall be rehrrned to
the DeParunent'
15. No drainage from this site shall enter onto the State Highway travel lanes' The Permittee is required to detain all
drainageinexcessofhistoricalflowsandtimeofconcentrationonsite.
December 17, 1999
Page 1 of 1
CDOT Permit No.
399151
s-iAfe HIGHwAY AGGESS PERMIT
Date of transmittrl
r2l17ll999
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Make copies as necessary for Previous edltlons are obsolete and may not b€ 1s!d
COOTFoTm#101 8198Required:
'l.Region
2.Applicant
3.Staff Access Section
Local Authority
MTCE Patrol
lnspector
Trafftc Engineer
is hereby granted permission to have an access to the state highw_ay at the location noted below. The access shall be constructed' maintained and used in
accordance with this permrt, incruding the state.Hign*"v a.r"!, code and.any ?1;;;t, ierms, conditions and exhibits' This permit may be revoked
by the issuing authority if ,i';il til;-G permittedacGs and its use viorate
".v'p-"rt"
tl tni. p"*it- rn" issuing authority' the Deparrnent and their dulv
appointed agents ancl emproyels sha* be nerd harmrJs lJ"i.st ""v "aion
to, p"Lon"f inlrry'ot property aamiie sustained by reason of the exercise of
The Permittee(s);
Ronald & Jean Smith
31947 HighwaY 6 &24
Silt, Co 81652
970-876-2201
Applicant;
John L. Taufer
John L. Taufer & Associates, lnc'
P.O.Box227l
Glenwood SPrings, CO 81602
970-945-1337
Location:
On the north side of US 6 &24,adistance of 3929 feet of MP 97'
ncceG toFroviOe Service to:
Single-FamilY Detached Housing
Otner te,rms and conditions:
* See Attached Pages 2 and3 and other Enclosrues for Additional Terms and conditions'
MUNICIPALITY OR COUNTY APPROVAL
;iil;;;;;, *n"n tn" "PP'oP'i"t"
I
By
(x)
11"*',ffi1f:"r1lfiilu *?:3: #i'iE IIi;Gteo in accoro"n"" *itn the terms and conditions or the permit prior to
Being used.
The permittee shail notify phirip Anderre with the cororado Department of rransportation in Glenwood at 970'947'
9361 at reast 4g hours prior to commencing construction within the state Highway right'of'way'
The person signing as the permittee must be-the owner or regar representative of the property served by the permitted access and have full authority to
a"LIpi'G p""r"itind its terms and conditions'
i d attachments contained
Herein. Alrconstruction sharr be compreted; ;1;;;1i"*::e^;3,f-1*L:'-T:ii:1"?.:;fl:iii#tl$*i ffif ,t;"'rl
Permittee
(x)
Thi< nermit i" not ratidTntit-"igned by a duly authorized representative of the Department'
coiSRADo DEPARTMENT oF TRANSPoRTITIoN r -'-'-Title
Access ManagerBy
(x)
Copy Dlstribution:
I IIf .r I,It
-
II I Irn
State HighwaY Access Permit
Form 101, Page 2
The following paragraphs are excerpts of the State Highway Access Code'
These are provided ror'vori"onrenienc-e but do not alleviate compliance with all
sections of the Accesr 6oOu. n
"opy
of the State Highway Access Code is
avaitabte from your to"r-ii.*ing auinorit, (local goveinment) or the Colorado
Department ot rransptal[" ib"p"t'"ni)' wnen this permit was issued' the
issuing authority r"o"'it. ol"ision based in part on information submitted by the
applicant, on the """""= ""t"gory
which is assigned to the highway' what
atternative access t" #;;;;ltiJ roro" and str6ets is available' and safety and
;;;6;;t;^drras. cnange!in "" or d.esign not approved by the permit or the
issuing authority tnry "i,i"" the revocation or suspension of the permit'
APPEALS
?.--t=il"l", the permittee or applicant object to the denial or a1e-r11t-1,3g:l
i;,'il3X'J"liifiiil;ffi [[;Glh!i;'l:-:l::l1l'::,:-*,'^?:,'g'flffi ?:
iJ"',';"#iffi 'ffi ffi ""iG6pri";"1.,"9t_"g,ll^91:?f 1Tly:,"+ j'9::::
I,"J:,1il:i;":5,:;ffi ;F-#Fiiiq;if :TlTl:i.l1f *j:::lJi,:10""';'ffii',Hffi;i,';;d;;ii;;;d*'ni't'itiu"hearinsl"l1,:I'ii:l:i?t:'a;;ffi;;'C;;;ilwiinin oo davs of transmittal of P]i::^"11":':*:ffi ;',ililr; ;;;il;; ;i; ";til''su bmit the req uest to L!: 11TnlllT[ffi;' ffi ' ;fiffi ;;il, + io-i E r.i n*" n sas Av e n u e D-"-ry"^'
. 9:': :10 " 80222-
il;o.' [1";; ;,""J' ;;i ; "[ o "'" " o n s rI r. lh
e' p p "'] ?i! .T?Jl 1"]*:
changes, revisions, ot
"onJition"
that would be acceptable to the permittee or
PERMIT EXPIRATION
l.Apermitshallbeconsideredexpiredif.theaccessisnotunderconstruction
within one year of tne p-eiritlssue a'ate or before the expiration of any authorized
extension.Whenthepermitteeisunabletocommenceconstructionwithinone
year after the permit i.iu" Oit", the permittee may request a one year extension
from the issuing auttrority No ,ott than two one-year extensions.may be
grantedunderanycircumstances.lftheaccessignotunderconstructionwithin
three years from date ;iffi;1h; permit will be considered expired' Any request
for an extension must [" i. *iiti"g'and submitted to the issuing authority before
the permit expires. Trre iequeit stould state the reasons why the extension is
necessary, *h"n "onrir'u-i..n
a ,nti"ipated, and include a copy of page 1 (face
of permit) of the accest p"irit. Extension approvals shall be in writing' The local
[":rid ;;th"rity shail obtain the concurrence of the Department.prior to the
;;;;;"1;i ;n extension,ino tn"tt notifv the Department of all denied
extensions within ten o"'lit' A"tpet"on *i"ning io reestablish an access permit
that has expired may begin again with the.appiication Procedures An approved
Notice to proceed, ,ri",irii"iffy renews the access permit for the period of the
Notice to Proceed.
CONSTRUCTION
l.ConstructionmaynotbeginuntilaNoticetoProceedisapproved.(Code
subsection 2.41
2.Theconstructionoftheaccessanditsappurtenancg:aSrequlledbythe
terms and conditions "iin" p"i*it shail be cbmpreted at the.expense of the
permittee except ". pioriO"lln subsection 2'14' All materials used in the
construction of tne acclss within the highway right-of-way or on permanent
easements, become puUfit ptop"rty' Any mjterlats removed from the highway
risht-of-way will be dfi;;;i"l;V.as.,d1r99ted bv the Department' All fencins'
guard rail, trafnc contri Gvices und oth"' equipment and materials removed in
the course of access ""''tti'"i1"" shall be given to the Department unless
;ih"*it; instructed by the permit or the Department inspector'
3'Thepermitteeshallnotifytheindividua.lortheofficespecifiedonthepermit
or Notice to Proceed ,i r""tit*" *orking days prior to anV,col^sluction within
state highway rignfoflwa"; bon.tir"tion of the access shill not proceed until
both the access p"r*iiaio inl Nofi"" to Proceed are issued. The access shall
be completed in an "rplJitiou.
rnd safe manner and shall be finished within 45
days from initiation oi'ion.i*"tion within the highway right-of-way. A construction
time extension not t"';;;Jt0 working days may be requested from the
inOiriOuat or office specified on the permit'
4. The issuing authority and the Department may inspect.the access during
constructionanduponcompletionoftheaccesstoensurethatalltermsand
conditions of tne permitare met' lnspectors are authorized to enforce the
conditions of tne permiioriing "on"iruction
and to halt any activities within state
right-of-way that do noi"orpiv with the provisions of the permit, that conflict with
concurrent highway ""ttiir,itiirn
or maintenance work, that endanger highway
applicant.
2.Anyappealbytheapplicantorpermitteeofactionbyalocalissuingauthority
shail be fited with the l;;i;uihority and be consistent with the appeal
procedures of the local authority'
3. ln submitting the request for administrative hearing, the appeilant has the
option of including witniiine appeal a request for a review by the Department's
internal administrative review committee pursuant to [Code] subsection 2'10'
When such committee [vL*it t"q'"tted' processing of the appeal for formal
administrative nearing, i.SjiSi""O ttl,.shali be suspended until the appellant
notifi es the Commissio,iio'pio"""O_witn tne.aOministrative hearing, or the
aooellant submits , ,"qu"-.iiJin" Cor.ittion or the administrative law judge to
#,ffii]* fr};pp*r. iil t*o administrative processes, the internal
administrativereview"o,,itt"",andtheadministrativehearing,maynotrun
concurrentlY.
4. Regardless of any communications' meetings' administrative reviews or
negotiationswiththeo"p,,t,"^tortheinternal-administrativereviewCommittee
regarding revisions o, o-fi""iion. to th.e permit or a denial, if the permittee or
applicant wishes to ,pp"Ll tii" Department's decision to the commission for a
hearinq. the appeal ,,I"-t U" L-"'Sht to th" Co"ission within 60 days of
ffiffiit;i;tl6ti"" of denialor trlnsmittalof the permit'
II ,I I - Jr:Il I .- I', ar,
property,naturalorcultura|resourcesprotectedbylaw,orthehealthandsafety
of workers or the Public.
5. Prior to using the access, the permittee is required to complete the
construction ,""oraing io in"'t"r*i and conditions of the permit' Failure by the
;;;;ift"" to abide Uyitl permit terms and conditions shall be sufficient cause for
the Departm"nt o,. iJtuinb authority to initiate action to suspend or revoke the
permit and close in" """6.t. lf in t-he determination of the Department or issuing
authority the failure to comply with or complete the construction requirements of
the permit "reat"'a
frighway safety 191arO, such shall be sufficient cause for the
summary "u.p"n.ion-of
the permit. lf the permittee wishes to use the access
pri"i t"
"orpLtion,-arrangements
must be approved by the.issuing authority and
b'"jrrtrnent'anA intf uOeOln the permit. The Department or issuing authority may
order a hatt to any unartnotizeo'use of the access pursuant to statutory and
regulatory po*"rr. ieconstruction or improvement of the access may be
required wnen tnl peiriti"" n"t failed to meet required specifications of design
or materials. ft any'conitruction element fails within two years due to improper
construction o1' *it"ri"iipecifications, the permittee shall be responsible for all.
repairs. Failure to mare such repairs may result in suspension of the permit and
closure of the access.
6. The permittee shall provide construction traffic control devices at all times
during access "onrtrr"tibn,
in conformance with the M.U.T.c.D. as required by
sectiJn 42-4-104, C.R.S., as amended'
T.Autilitypermitshallbeobtainedforanyutilitywork.withintrighwayrightof.
way. Where n"""i.r|.V to i"'o'", relocate' or repair a traffic control device or
public or private uiitiiids for the construction of a permifted access' the relocation'
removat or r"p"ii.r,rttt" """orplished
by the permittee without cost to the
Department o, i".ilng autfiorit,, ing."1the direction of the Department or utility
company. nnv o"-,i"de to tne itate highway or other public. right-of-way beyond
that which is ailowed in the permit shall be iepaired immediately. The permittee is
responsiutetort.nerepai,of,nyutilitydamagedinthecourseofaccess
construction, reconstruction or repair'
S.lntheeventitbecomesnecessarytoremoveanyright-of.wayfence,the
posts on "itner
siAe oi1n" """"r" snatt Ue securely 5r-a9lO with an approved end
post before the ience is cut to prevent any stacking of the remaining fence. All
posts and wire re,moved are Department property ind shall be turned over to a
iepresentative of the Department'
g.Thepermitteeshallensurethatacopyofthepermitisavailableforreviewat
the construction site at ait tirn"r. the permit may require the contractor to notify
the individual ";;+;;;""iR"o on the permit ai any specified phases in
construction to ,rro* tnd field inspector to inspect virious aspects of construction
such as "on"r"t"
ioi's, subbase' base course compaction' and materials
specification.. M,;;;;h;nges ano additions may beordered bv the Department
or local autnority rieto insp;ctor to meet unanticipated site conditions.
rtaltlac-IE-I
l0.Eachaccessshallbeconstructedinamannerthatshallnotcausewaterto
enter onto the roadway ot snoura.t, and shall not interfere with the existing
;;;i;rg;;t.tem on thl right-of-way or any adopted municipal system and
drainage Plan..
11. By accepting the permit, permittee agrees to save' indemnify' and hold
harmless to the extent;il;e by law, thL issuing authority, the Department, its
;ffdt , and employees from suiis, actions, claims of any type or character
[ro*nl o""rrti of in:rr[t or damage sustained by any person res.ulting from
iti. ptir"itt""i ,." oitn" access peimit during the construction of the access'
CHANGES IN ACCESS USE AND PERMIT VIOLATIONS
i. ii i, in" responsibility of the property owner and permittee to ensure that the
use of the access to tne propertfi is not in violation oi the Code, permit terms and
conditions or the Act. rn! t"r*" "nd
conditions of any permit.are binding upon all
;;;ig;;, ;r;cessors-in-interest, heirs and occupants'.lf any significant changes
"r" i'tra" or will be made in the use of the propetty *!!9h will affect access
;p;;;tfi, iraffic volume and or vehicte type, the permittee or property owner
shall contact the local i"*ing authority oi'the Departme,nt to determine if a new
;;;; fermit and modifications to the access are required'
2,WhenanaccessisconstructedorusedinviolationoftheCode,section43.
z_r+;i'sii.l, c.R.s., ot tne nct applies. The Deparrment or. issuing authority may
,rrrlriivtrspend'"n ..""", permit and immediately order closure of the
access when its continueo usl'presents an immediate threat to public health,
welfare or safety. Sr**"rV irs'pension shall comply with article 4 of title 24'
c.R.s.
MATNTENANCE
i.'
' in" p"rmittee, his or her heirs, successors-in-interest, assigns, and
occupants of tne proplrty serviced by the access shall be responsible for
meeting the terms and conditions of lhe permit, the repair and maintenance of
the access beyond th;;6;;f the roadway including any cattle guard and gate'
and the removal ot "r"riri"" of snow or icl upon the access even though
depositedonthe""""".intn"courseofDepartmentsnowremovaloperations.
Within unincorporat"i "i"ri the Departmeniwill keep access culverts clean as
part of maintenance orln" nign*ay drainage system. However, the permittee is
responsible for the ,"pri, "nir"plicemeniof
any access+elated culverts within
in" tigni"f*ay. Witnin incorporated areas' drainage responsibilities for
municipatitie, ,r" o"t"iriniinv-statutg."nd local ordinance. The Department
wi1 maintain tne roaOilay j"Jr,ii"g auxiliary lanes and shoulders, except in those
cases where the access installation has failed due to improper access
construction and/or f;il;; d f"ilbw permit requirements and specifications in
which case tne purmitiJe .i;iib" responsibre for such repair. Any significant
i"J"ir"tr"n as'cutuert replacement, iesurf.acing' or changes in design or
+;ifi";tfis, requires authorization from the Department'
Form 101, Page 3
10.
11.
12.
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STATE HIGHWAY ACCESS PERMIT #399151
lssued to Ronald W. and Jean M. Smith
TERMS AND CONDITIONS
1. This Access is approved as constructed. All previous permits are hereby removed and deemed void'
2. If there are any questions regarding this permit, please contact Mike smith at (9'10) 248'7231'
3. The permittee shall refer to all additional standard requirements on the back of ttus permit and any enclosed
additional terms, conditions, exhibits and noted attachments'
4. This permit is issued in accordance with the state Highway Access code (2 ccR 601-1), and is based in part upon
the information submitted by the permittee- This p"riat is only for the use and purpose stated in the Application
and Permit. eoy "t aoi", i1 t uff. volumes o, tyi", drainage, or other operational
-aspects
may render this permit
void, requiring u n"*;;r*it to be applied for based upon existing and anticipated future conditions'
5. This permitted access is only for the use and purpose stated in the Application and Permit'
6. Nothing in this permit shall prohibit the chief engineer from exercising the right granted in CRS 43'3'102
including but not tl*it"a to restricting left hand to*. uv construction of physical medial separations'
7. Water, sanitary, Sewer, gas, electrical, communication, landscaping, and telephone installations will require
individual additional Permits.
g. The permrttee is responsible for obtaining any necessary additional federal, state and/or City/County permits or
clearances requiredior construction ortu-" u"L".r. Approval ofthis access permit does not constitute verification
of this action bY the Permtttee.
g. It is the responsibility of the permittee to prevent all livestock from entering the State Highway right-of-way at this
access locatior. 411i hvestock that does ent"r the highway right-of-way shall be the sole responsibility of the
Permittee.
In the event the landscaping becomes unsightly or considered to be a taffic hazard' The Departrnent may require
that it be removed promptty uy ttre Permittee and at no cost to the Department.
LandscapingshallnotobstructsightdistanceatanyStateHighwayaccesspoint.
A fully executed complete copy of this permit must be on the job site with the contractor at all times during
the construction. Failure to comply roitr, tni. or any other construction requirement may result in the
immediate suspension of work by oraer of the department inspector or the issuing authority'
13. Survey markers or monuments found in state highway right-of-way must be preserved in their original positions'
Notify the Department at (970) 248-7220 immeiiately uton aamage to or discovery of any such markers or
monuments at the work site. Any survey markers or monuments disturbed during the execution of this permit shall
berepairedand/orreplacedimmediatelyattheexpenseofthePermiffee.
14. When it is necessary to remove any highway right-of-way fence, the Posts on either side of the access entrance
shall be securely braced with approvea ena posts and in conformance with the Department's M-607-l standard'
before the fence i, ",ri io pr.r"rrt slacking of the remaining fence. All posts and wire removed shall be returned to
the DePartment.
15. No drainage from this site shall enter onto the state Highway tavel lanes. The Permittee is required to detain all
&ainage in excess of historical flows and time of concentration on site.
January 13,2000
Page 1 of 1
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WILDLIFE
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Note: For intergretation of this data, contact.Division of Wdlife, Grand Junction, Pam Schnut,
Wrtdtife BiologiS. at 97 @2974 1 9L
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ADJACENT PROPERTY OWNERS
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Parcel #
2t79-043-00-567
2t79-054-00-589
2179-054-00-062
2179-054-00-196
2179-08t-00-194
2179-043-00-413
UKELE ACRE,S
Adjoining Property Owners Within 200 Feetof Ukele Acres Subdivision
Propertv Owner & Address
Billie D. & Nickie J. Blackwell
181 County Road229
Silt, Colorado 81652
Orville R. & Sheryl Ann Gilbert
P.O. Box 801
Silt, Colorado 81652
Patrick L. & Susan Antonelli
31825 Highway 6
Silt, Colorado 81652
Garold W. & Marjorie Dunbar
31827 Highway 6
Silt, Colorado 81652
Garold W. & Marjorie Dunbar
31827 Highway 6
Silt, Colorado 81652
Gully Ventures, LLC.
32339 Highway 6
Silt, Colorado 81652
Mineral Owners
Esther Ukele
8271 W. Nichols Avenue
Littleton, Colorado 80128
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CIenrood Srtngs. C0 BtG0t
Mr, John Teufu i
John Taufer Architecm
P.O. 8ox 2271
Gieawoort Sprinss CO gt602
BE: Utete Acrea - Silt, Cobrldo :'
,,
Oear John:
Per *le r.surrt "r *,:l:1
,E1lan oJ wtdr O*, of Water Enginecrs, I am provirting this bner tordd?ess rhs l@vcer floodprain *o its potentir impa"ts ,pri'uiJi. Acr€s.
on a shc invesrigetion l1irff on Mayt 4,2*,., the purposc oJ wfiich wrs .o sr€c,ficarty todsnilfY ofFstrcam routit qf 4ainrgc, *-dacrornln"a dr"i* ilanng-resutting from the lg6ycrrevcnt from rcatrict"vc cutverts on xiirrleiie e z+ mi-"d;;;E;, *ibu,,ry droimoe or cororadoruv€r ttoodprain will rmpecr rrra,sitc--Tii deirsdr, ;;;;; ili"*, mgfioned in prrr rspors,to fie we$ b r qrhgft.rhm ar*Jariljccnerlrs-iil;;;'C;rrdo River. Thc atararion ofttiohwov 6 & 24 er fie Do,.r a ,ni.j J.il;i,rr.n lrr-r*-x6i*Ii 6 & 24,ia mucrr rower drgn rfielowest point on the ukge l"'ss iiri dnJTunoruorer floo'J*Jtlo ro,,.. rhe ukere Acres rhr wr,rcmrin in hkrorh p.rt rn3 ov cscrrNfg{;inr r,,, sprne gcncrll arar_
uoon racelot. if you hrve my quq$ions or comman*. gbrsc don,t hestrare .o coil.
APR. -2 7' 00 (TllU) I6; 50 It'RIGflT I|'1{TER Gtptr'000
.v
IEL:9i09459tt0 P.001
ight Vetcr Eagioeers, Inc
Glenwood Spriap OffiG--..-----
tIE ColoradoAveaue, p.O. Box2l9
Glenvood Springp, Colondo g16}2
Denrrer Direc (303) 893-1609
Tel. Q7g94rr7ss
Fax (970) 9459zlo
Tod Precs Induding Cover.* Z-
FA)( TRAIVSIT{ISSION
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dd&sseo nrucd above . rf 'h,-;J;ffiffillT-ffIa."I1."HhrX,:l ffffiYr;ffiosu" r"r aG"g-.b.;*or. to tf,r htcadod rccipiem(s), prcasc aorc:,"#ffi rut"xffi "ffi "'lF;ffiffiH"q;*[]';Hitread m'ra rhe oridnrl rrcssztr r^ rrs ar vr,- -.^--^ -IrlTIg t"ll
-*- imnedlarry'd;"t rh;;ro rs rr rhe above ad&cs via tt" U.S. tirit"
Plcasc call Diane r (970) 94rn55if you do nor receivc all pages.
Dezw
$ar 48&17rrl Duranp
(e7o) 2te-74r I
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APR. -ii'00(TflLil t6,50 IlRIGHT lYATIR GLNICIOO TEl,9i09459210
4/=e h"{+ ULI* fus
rrarr quality and tbe need for individrul uater trearaent facilitie5 chrtt ats6
bc inchdedin this section
$dl bc rcmoved froB soctioa 202- rhis soction -[* ilrur initial nrles ard
P 002
10.
Il.
> AIfuug fte u,rfl p*rnir alrows fa orrside iriguim (f,000 sqrrc_furpc rotl trtpuble uau syuem is not dciered ror ornsi& inigo*-fr o, oorcaam fu[pmhibit srh rscs in Scctioa 20- t and 20.2.
rafu &an gaseous chluiDe.> P u'll urser quality sbll be tmd fr niraes m an amral basis Tbis shallbe hclrdod in Section 20.1 ofthe corrcnanrs.
The Drr'bsrs' easeme'r stalt be tcgplly dcscnbed and shoua on ttc fiaal plat
Y,i9tr l\Iarcr F-ogineers cmuueurs concerniugthr aitcr suu-t conditions asfollor*s:) Th Iorq Cectrs Vsllsy DiEh crwqrcrrt Ssll be dcdic.rcd s Sc Crrled ValleyDfuh cqrrV uith r fszral Escoen erc * o6crt*i* 6p-:rd in $diqg- gtuq$ o@ps'r, *Tr*ryyhr* ryrpri* il8,, oouse ofscrim.> ThE ^rpflicant shalr:*rlar* .stiy irs,r.s of t- r.te" ff& which .,"un.s an'&tratir,' nuisance-, andate rrofrae measrrus to-ennrrc saftty.
S i"diri*y Tyse$Eloor sy#ns sr,eil b"desigdurio,"rao"
Registered hofessionar riagi,e;. Tte use orrraffi,uiiril Absorption
1:ylge dirp"-{ sysrcms (ET) shall be discorrageiftigry watcr Eagineers reconurcndations *ooeraing drsfurge strll bcconditions as follows:
3ffi};!y1ylg ly *: p,"e,.i ilr* nE; wifr rG dtlsqEEo!. ftt lat tro (2) wes*r prti d ep,p.wrt by t. U.;; C*ffCouubftncrr)> A tll*ul dttil for the y6- rhril bc r6owr (et hast trc(2) Ui,.r prior to eryr6nr ry d uo.i-.rd,rE#ri"r*"r*
rcguldims fu use ad opercim ofthe inigsiotr s),sh-
TbB u,Ell per'it is$Ed for th project tsizan is based on tle wDWcD's***P Ytatsr $ryply ptan A ",fooioun aryrroveA urgncdation plau will
{{rycfy * required for $c rcl. Tbc Aprii:ant sratt ill rd. rrris cost iute suMivisionrmprrovemems Agreen€nt or indis$c in scaion 20.1 of thccgvaryts.ttat tbe lot oh,ners arc reqponsible for this ;;th ;h, WDWOwDm rt 8,nsEs.
"-ry q *iryvi&tsr- eggim po'a*' l d;;I;G;rhrlr be tuu,trH&Hffiffiffi##ffi4ry**,#ffiiilrffifrH.ffiHffi
t2.
13.
rqgistsrEd prfessionrl cngncc, sUaff a.sign tc
PEgE t2 of 14
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JOHN L. TAUFEFI e ASSOtrIATES, lNC.
Landscape Anchitreccune / Land Planning
February 21,2000
Kit Lyon, Senior Planner
Garfield County Building and
109 8th Street
Glenwood Springs, Colorado
Planning Department
81601
Re: Ukele Acres Subdivision - Submittal of Supplementary Information
Dear Kit,
Your letter, dated January 26,2000, listed a number of deficiencies in the Preliminary
Plan application for Ukele Aues Subdivision that was submitted to Garfield County on
January 23,2000.
The following submittal information should satisfy your request conceming information
that was deficient in the original submittal. I received a fax transmittal from your office
regarding comments from the Garfield County Road and Bridge Department after the
fact. Cites from your letter are shown in italics and the responses are shown in bold.
the authority to submit the application
included in this submittal.
.B.\,
Agricultural/ResidentiallRural
Density ( A/R/RD )
24.98 Acres
9 Single Family Residential Lots
9 plus I caretaker unit for Lot 6 an
I guest house for Lot 4
N/A Gqftrl*t-D ??V,T#*un,r
F!";tl i'!:liiJ i"'L' i ,,'if lf"U3
ic,o u ioig-i*;ili,in5.-co altot
or-ettwc
Rf CEivi:il i-i:rj Z J 1t;r30
Glenrnzood Spnings,CO 81 6Oa
(97o) 945-7914
/e Send a letter of consent, signed by the property owners granting you authority to filer the application on their behalf.
A copy of a letter of consent, giving me
on behalf of Ronald and Jean Smith is
4:50 J Land Use Breakdown
1. Existing zoning and proposed zoning
change, if applicable
2. Total development area;
3. Total number of lots proposed;
4. Total number of dwelling units
proposed;
5. Total area of non-residential
/loor space;
1
9O9 Colonado Avenue a Box 227 1 a
(97O) 945-1337 . FAX
6. Total number of individual dwelling
units proposedfor each structure;
7. Total number of proposed offstreet
I
4 spaces per dwelling unit
parking sryces;
8. Total gross density proposed, number of .36 dwelling units per gross acre
dwelling units as a ratio to the total area
C. 4:50 N Approximate street grades and road centerline radii of curvature datafor
existing drivewaY;
grades anM'mffirlt$g
O Any existing easements, along with the name(s) and address(es) of the entity
having an easement and legal description of those easements.
The access easement across the northwest corner of the Smith property is for
use of the Dubars and their heirs and assigns to maintain their adjudicated
springs and their heagate from the Cactus Valley Ditch. A legal description of
the eaiement does not exist. An easement showing access to the spring and
headgate is shown on the Preliminary Plat drawing.
,:60 A Proposed terms of reservations or dedication of sites for public and/or
ommonfacilities or use, if any;
A copy of the Ukele Acres
iiaintenance and
operation of the common facilities such as potable and raw water systems, roads
etc.
F. 4;60 F Radiation evaluationfor area of potential radiation hazard to future land
Thse;
\'/ A statement, by H-P Geotechnical,Inc., regarding radiation hazard is attached.
/'
G. .*Ei A In all instances, evidence that a water supply, sfficient in terms of quality,
\ / quantity and dependabitity, shall be available to ensure an adequate supply'v of water for the proposed subdivision.
A copy of the amended water allotment contract from West Divide Water
Conservancy District ( Contract #950815JS(a) ) for 11.0 acre feet is attached. A
H.
copy of the Well Permit Application for expanded uses for the existing well is
also attached. The application has been forwarded to Dwight Whitehead'
Cotorado Division of Water Resources, District 5 office for approval.
As referenced in the letter from Resource Engineering, Inc., there is no evidence
of any wells within 600 feet of the Smith Well.
4:91 B If a central supply and distribution system is to be provided, a general
description of the system, as designed by a Colorado registered engineer. In
addition:
t. Nature of the legal entity which will own and operated the water system; and
2. Proposed method offinancing the water system.
The Ukele Acres Subdivision Protective Covenants spell out the responsibilities
of the Home Owners Association regarding ownership, operation and
maintenance of the central water system. The applicant will construct the
water system at their sole expense and dedicate the system to the Homeowners
Association.
4:91 E If applicable, a Plan of Augmentation and a planfor subdivision water
supplies, as required by law, with the supporting engineering work signed
by a Colorado registered engineer, shall be submitted by the applicant, even
if the applicant is not the actual supplier of water.
The water allotment contract from West Divide Conservancy District
and the pending well permit satisfies this requirement.
Water treatment is discussed in the application. In the section titled,
.r''Domestic Water, prepared by SGM, Inc., the report refers to water
chlorination and chlorine contact. A letter, prepared by SGM,Inc.
discusses additional water treatment recommendations for each
residence. The additional water treatment would be the responsibility
of each home owner.
4:92 E If sewage disposal systems are to be utilized, a proposed management plan
for the operation and maintenance of on-site systems shall be provided.
Operation and maintenance of individual sewage disposal systems (ISDS) are
the responsibility of the individual lot owners. Maintenance responsibilities
- {br the ISDS systems are contained in the Ukele Acres Protective Covenants.
ISDS maintenance guidelines will be distributed to each lot owner at closing.
I.
J.
J. Other issues as described in your correspondence:
Tr.Issue regarding water tanl<s being partially or totally buried.
The potable water and raw water irrigation tanks have been redesigned and
are now partially buried. Approximately two feet (2') of both tanks are
exposed above grade. The water tanks will be constructed of concrete
instead of steel. Water tank details are shown on the Preliminary Plan
drawings.
,/ fhe ftn)feasibility of connecting to Town of Silt wastewater services.
The feasibility of connecting to the Town of Silt wastewater serwices are not
feasible for this project for two reasons. The distance to the nearest sewer
mainline is approximately one (1) mile away from the subject property.
,, Because of the distance, the cost of extending Town of Silt wastewater service
/ is unrealistic given that the subdivision is comprised of only nine (9) lots.
Secondly, the grade differential between Ukele Acres and the Town of Silt
sewer mainlines is such that a lift station would be required at the Ukele
Acres to force the flow back to the town.
.{' Road maintenance is not discussed in the application.
Road maintenance is discussed in the application. As stated, the roads will
*.{e dedicated to the public but will be privately maintained by the
Homeowners Association. The subdivision covenants also addressed
ownership and maintenance of the internal roads.
1!.' No regevetation plan has been included in the application.
I did not receive Steve Anthony's letter until you furnished me with a copy
Yith the correspondence dated January 26,,2000. Nevertheless, all disturbed
../ areas resulting from construction activity ie, roads, utility lines, water
storage tank cuts and fills will be revegetated. Disturbed areas will be rough
graded and scarified. Seed will be applied by be either hand broadcasting or
by hydroseeding. A seed mix and application rate is provided as a part of
this submittal. Seeded areas will be mulched with clean straw and secured
by a tacifier. The revegetation efforts will be accomplished at the conclusion
of all construction activities. All seeded areas will be irrigated by means of a
temporary irrigation system. The temporary irrigation system will tap into
the central raw water irrigation system that is planned for the subdivision.
A seed mix is attached with this application. I have used this mix on a
number of reclamation projects with great success.
5. /buitding envelopes are indicated on the plat or by plat note. The Planning
\-/ Commission specifically requested a 30' setbackfrom the ditch.
Building envelopes are shown on the Preliminary Plat. All building
envelopes for Lots 617,8 and 9 are located in excess of the requested setback
o)20'from the Lower Cactus Valley Ditch. A twenty-five foot (25') ditch
t. ,infintenance easement is also shown on the Preliminary Plat. This width was
specified by Luther Lewis, then president of the Grand Valley Ditch
Company.
6. The Silt Comprehensive Plan has not beenformally addressed or discussed in the
application.
The property is situated on the western edge of the Urban Growth Boundary.
The Town of Silt Comprehensive Plan designates two (2) different land uses
associated with this property: Community Commercial and AgriculturaV
Agricultural Conservation PUD.
Community Commercial is described as areas that would accommodate
larger retail uses in planned commercial centers. Proposed uses include
retail uses consisting of grocery stores, home furnishing outlets, apparel,
home improvement supplies, landscape nurseries and hardware stores.
Response: The underlying zoning of this property is AgriculturaU
ResidentiaURural Density (A/R/RD). Commercial uses are not permitted as
a use by right in this zone district. Furthermore, commercial uses on this
property would promote and encourage urban sprawl.
AgriculturaUAgricultural Conservation PUD is described as a subdivision
where smaller lots of % to 2.5 acres are created on a small portion of the
property for residential use while the major portion of the property is
conserved as productive agricultural land on a separate large parcel which
has been placed in a conservation easement or under a deed restriction, thus
preserving the agricultural use. This is an option to dividing the entire site
into 35 acre lots.
Response: The description and graphic representations of this land use
designation, Agricultural Conservation PUD, is more applicable to larger
acreage tracts than the Ukele Acres Subdivision parcel. In addition, without
the benefit of central wastewater facilities, smaller lots would not be feasible.
The majority of the lots within the subdivision are Iess than the 2.5 acre lot
size as recommended in the Town of Silt Comprehensive Plan.
The underlying zoning of this property is AgriculturaU
ResidentiaURural Density (A/R/RD). This application adheres to the
provisions of this zone district as described in the Garfield Coune Zoning
Resolution of 1978. Furthermore, the applicants desire to subdivide their
property into lots that conform to the 2.0 acre minimum lot size. Ther is
substantial demand for lots of this size.
\ y' A wildlife checklist has been included but there is no discussion or analysis of this\/" information or commitment to use the information to any advantage.
Response: I have spoken with Don Crane, Colorado Division of Witdlife,
regarding this property and the potential wildlife conflicts that might arise
/th development of this property. He was most concerned with conflicts
, /between dogs and wildlife and maintaining low fencing that worrld permit
movement of wildlife through the property. The suggestions from Don Crane
are included in the Ukele Acres Subdivision covenants. He stated that he
would not write a letter stating the suggestions but would wait until he
reviewed the Preliminary Plan application before responding.
8. The Sketch Plan staffreport includes several plat notes to be shown on the
/' Preliminary Plan, one of which is missing.
Response: All of the plat notes suggested in the staff report are included on
the Preliminary Plat.
The letter submitted to your ffice from the Garfield County Road and Bridge
.,.Department lists a number of improvements associated with Ukele Acres.
The applicant agrees with all but one of the recommended improvements as stated
in the letter. I have spoken with Tom Russell, Road and Bridge Supervisor
y9arding item # 2. Tom has changed his stance on this item and will not require
,/the applicant to rebuild Ukele Lane to a minor collector status. The applicant will
though dedicate fifteen feet (15') for additional right-of-way along the entire length
of the property for future expansion of Ukele Lane. The Ukele Lane road
dedication is shown on the Preliminary PIan.
Please review this material as soon as possible. If you need more information, please do
not hesitate to contact my office in a timely manner so that I can respond to other
comments.
Sincerely,
)LL &
Owners RepresentatJohn L. Taufer,
Attachments
lVe
February 5, 2000
Kit Lyons, Senior Planner
Garfield County Building & Planning Departrnent
109 8th Street
Glenwood Springs, Colorado 81601
Re: Ukele Acres Subdivision - Silt, Colorado
Dear Kit,
As owners of the proposed Ukele Acres Subdivision property, we hereby authorize John
L. Taufer, John L. Taufer & Associates, Inc. to represent our interests in obtaining
approval of our land use application for Preliminary Plan.
We appreciate your time and efforts in reviewing our application.
Sincerely,
,4'/"
c:a/z /oo
{ean
DECI"ARATION OF PROTECTTVE COVENAI\TS
TIKELE ACRES SUBDIYISION
LOCATED rN GARIUELD COIINTY, COLORADO
Know all men by these presents that Jean M. Smith and Ronald W. Smith, being the owners of
Ukele Acres Subdivision located in Garfield County, Colorado, and being desirous of protecting
property values and the health convenience, welfare, and use of the owners of lots thereirq does
hereby declare and adopt the following Restrictions, Covenants, and Conditions, each and all of
which shall be applicable to and run with the lots in Ukele Acres SubdMsion as the same appear
upon plat thereoffiled for record on 2000, as Document No.
the office of the Garfield County Clerk and Recorder, said Restrictions, Covenants, and Conditions
being as follows:
Definitions. As used in these Protective Covanants, the following words, terms, and letter
designations shall have the following meanings:
"Subdivision" shall mean Llkele Acres Subdivision
"Association" shall mean the Ukele Acres Homeowners Association.
"Lot" shall mean a lot in the Subdivision.
"Owner" shall mean the owner of a lot in the Subdivision.
"ACCU shall mean the Architectural Control Committee for the Subdivision.
"Act" shallmean the Colorado Common Interest Ownership Act, C.R,S. Section
38-33.3-101 et seq.
Ukel-e Acres SubdivisionBeattie * Chadwick Draft, 2/22/00
m
I.1
1.2
l3
1.4
1.6
Page 7 of 28
2.
1.7 "Declarant" shall mean Jean M. Smith and Ronald W. Smith, the property owners
and Developers of Ukele Acres Subdivision.
IJkele Acres Homeowners Association.
2.1 The Association shall at all times be a nonprofit corporation organized under the
laws of the State of Colorado and kept in good standing. Each Owner shall
automatically become a member of the Association.
The purpose and powers of the Association shall be as set forth in its Articles of
Incorporation, Bylaws, and the Act and include, but are not necessarily limited to,
the management, control, and maintenance of:
2.2.1 Water systems for domestic potable water supply and irrigation or raw
water supply, including but not limited to wells, water storage tanks,
pumps, pipes and distribution lines, and fire hydrants;
Roadways within the subdivision, excluding private driveways;
Easements for utilities, ingress, and egress as platted;
Drainage ditches and structures; and
All other common elements designated in the plat of the subdivision.
The Association may assign its future income, including its rights to receive
common expense assessments, upon an affirmative vote of the majority of the lot
Owners at a meeting called for such purpose.
2.2
2.2.2
2.2.3
2.2.4
2.2.s
UkeLe Acres SubdrvisionBeattje & Chadwick Draft, 2/8/00
2.3
Page 2 of 28
2.4 During the period of Declarant control, as described in paragraph29 below, the
Declarant shall have the right, pursuant to Section 38-33.3-303(5) of the Act, to
appoint and remove officers of the Board of Directors of the Association. In the
event the Declarant surrenders such right, it may require, by separate recorded
instrument, that certain Association actions shall nonetheless require Declarant
approval to become effective.
The Association shall have one (l) class of voting membership. Owners of lots
shall be entitled to one (l) vote as Association members for each Lot owned. In
the event there are multiple owners of a Lot, the Owners shall designate in writing
one (l) of them as the voting representative who shall cast the vote on behalf of
all said lot Owners at any Association meeting. Such representative shall be the
only person entitled to issue proxies on behalf of the lot whose Owners he
represents.
The Association shall have the right to enter into agreements with Property
Owners outside the boundaries of the Subdivision relating to utility, access, and
other easements which it deems necessary.
Limitations on Structures: Single Familv Residential Use Only. The property in the
Subdivision is intended to be developed solely and exclusively for single-family
residential purposes, with all structures designed to blend into and complement
natural surroundings.
2.5
2.6
3.
- Ap\)
3.1 be erected upon any
lot, inclusive of an attached or detached garage for no more than four (4)
automobiles, and except for such other building(s) for recreational functions,
work shop, vehicle storage, guest quarters, or other uses as are approved by the
Association and the ACC and are in accordance with Garfield County
Regulations.
UkeLe Acres SubdivisronBeattje & Chadwick Draft, 2/8/00
Page 3 of 28
3.2
3.3
3.4
No dwelling or structure shall be constructed outside any building envelopes
shown on the plat of the subdivision, without prior approval by the ACC.
No building or structure intended for or adapted to business, commercial, or
manufacturing purposes, nor any multi-family dwellings, shallbe erected, placed,
maintained, or permitted upon any lot.
All structures shall be situated on each lot in accordance with approval by the
ACC. Unless varied by the provisions of Paragraph2l.4 hereafter, no structure
on any lot shall be constructed closer to any side or rear lot line or any front lot
line than the standard established under applicable Garfield County codes. In
siting of structures, the ACC shall approve its location with as minimal impact on
neighboring lots as possible.
No structures shall be placed or located on any lot in such a manner that will
obstruct, divert, or otherwise alter the natural water drainage courses and patterns.
In any event no structure shall be placed in the bottom or mouth of natural
drainages and ravines. Likewise, no landscaping, driveways, or changes to the
existing terrain shall be made which shall obstruct, divert, or otherwise alter such
drainage.
The minimum size of each primary residential structure erected shall be not less
than eighteen hundred (1800) square feet of finished living space exclusive of
basements (walkout or not), of open porches, garages, carports, or accessory
buildings and structures.
No structure shall be permitted on any lot which violates or does not conform to
any standard established under applicable Garfield County codes. The ACC may
in its sole discretion further restrict the height or elevation of structures as to not
3.5
3.6
3.7
Ukele Acres Subd:visionBeattre & Chadwick Draft, 2/B/OO
Page 4 of 28
3.8
obstruct the view plane of the other Owners. The ACC may adopt and enforce
such additional architectural controls as it deems appropriate from time to time.
No building shall be erected by means of other than new construction, it being the
purpose of this covenant to ensure that no buildings will be moved from previous
locations and placed upon a lot, and that no building or structure originally
constructed as a mobile or modular dwelling or structure may be moved onto a
Lot. No structure shall be placed or erected upon any lot which is, ever has been,
or could be made the subject of a specific ownership tax as now defined in Title
42 of theColorado Revised Statutes, nor shall structures constructed in a fashion
and manner as mobile homes be allowed.
All structures shall have as exterior materials brick, stone, lumber, stucco, or a
combination thereof,, as approved by the ACC. Preference shall be given to stone
and stucco. Colors shall be earth tones or other complementary colors that are in
harmony with the natural environment and other structures in the Subdivision.
The use of cinderblock on exterior surfaces shall not be allowed unless it is faced
with another material herein approved. All roofs shall be finished with approved,
non-combustible roofing materials. Wood shake shingles are specifically
prohibited. United States Forest Service and Colorado State Forester Wildfire
Prevention guidelines shallbe incorporated into residential site planning and
design.
3.10 Each structure shall be completed within one (l) year from date of
commencement of construction.
3.1I Except as provided in paragraph 28, no lot or portion thereof may be used for
access easement or right of way to another lot within the subdivision, or to real
property outside the subdivision.
3.9
tlkel-e Acres Subdr visionBeattje & Chadwick Draft, 2/B/00
Page 5 of 28
4.Resubdivision Prohibited The resubdivision of a lot by an individual lot Owner other
than the Declarant is prohibited. Boundary line adjustments which do not result in the
creation of additional lots shall not constitute resubdivision, and may be made if
approved in writing in advance by the Association in its sole discretion.
Existing Foliage. Wildfire Prevention. The existing foliage, trees, and vegetation on
each lot shall be preserved in as near a natural state as possible. However, consideration
must be given to the United States Forest Service and Colorado State Forester Wildfire
Prevention guidelines, In particular, except for low ground cover, such as mowed grass,
all vegetation within ten (10) feet of the structure shall be removed. Brush or trees within
thirty (30) feet of residences shall be thinned, if practicable without adversely
diminishing the natural aesthetics of the lot, so that remaining clumps are no more than
then (10) feet wide.
Utility Lines: Propane Tanks. No gas lines, light and power lines, telephone lines,
television cable or other utility lines shall be permitted unless said lines are buried
underground at the Owner's expense and out of sight from their primary source at the lot
line to the dwelling. Propane tanks shall be shielded from view by structures approved
by the ACC,
Sewage Disposal. All sewage shall be disposed of by means of an indMdual sewage
treatment facility or septic tank and leach field approved by the state and local health
agencies having jurisdiction thereof. Sewage disposal systems shall be designed by a
professional engineer registered in the State of Colorado. Owners shall maintain such
8. No Temporary Structures. No structures of a temporary character, including trailers,
sheds, shacks, garages, barns, or any other outbuildings ofany description shall be used
on any lot, except on a temporary basis not exceeding nine (9) months by the Owner or
Ukele Acres Subdiv-r.sronBeattie a Chadwick Draft, 2/22/00
6
7.
Page 6 of 28
contractor during constructing a dwelling on a Lot. Compliance with the Garfield County
Regulations is required with respect to any such temporary structures.
9. No CommercialUse. There shall not be permitted or maintained upon any lot or any part
thereof any trade, business, or industry, except "in-house or cottage business" whose
employees are limited to the immediate family of the owner. No outside signs regarding
any such business may be posted. Owners may rent or lease a dwelling for residential
purposes when not required for the Owner's use, provided that renting or leasing must be
for the entire dwelling. No apartments or other divisible portion of the dwelling shall be
utilized by anyone other than the Owner and Owner's family and guests, and any such use
shallbe deemed a commercialuse and subject to immediate injunction by the Association
or other Owners. Any use of a Lot which creates substantially more traffic, or traffic at
different hours of the day than normal residential use, is prohibited and may be enjoined
by the Association or other Owners.
10. Wildlife. The Colorado Division of Wildlife ("DOW') has identified the Ukele Acres
Subdivision as range for mule deer and elk. Based on recommendations of the D.O.W.,
the following restrictions are imposed on lot owners:
l0.l Lot owners are required to enclosed and keep secure haystacks at all times.
Haystack fencing shall consist of mesh game-proof fencing at least eight-feet
(8') high.
10.2 All other fencing, excluding dog runs and kennels, shall be a maximum of forty-
two inches (42")in height.
10.3 Lot owners shall hold the DOW harmless from any loss of ornamental trees,
shrubs, and other landscaping that may be damaged by wildlife.
UkeJ-e Acres Subdrvr.sr.onBeattie e Chadwick Draft, 2/8/00 Page 7 of 28
I l.
10.4 The Homeowners Association may change these rules and regulations, and may
issue additional rules and regulations, if required by revised regulations from
the DOW.
Fences and Hedges. The ACC must approve in advance the type and location of all
fencing prior to installation. Fencing shall be in architectural harmony with the main
dwelling and out-buildings, and with the land and surroundings. Fencing shall be limited
to that reasonably necessary for gardens, kennels, animal enclosures, or other elements on
the Lot. Preference shall be given to open fencing which does not obstruct views.
Fencing shall comply with Colorado Division of Wildlife requirements set forth
elsewhere in these covenants.
Animals.
l2.l Horses and Farm Animals. Lot owners may keep up to two horses per Lot, except
for Lot 4 which may have three horses and Lot 6 which may have four horses.
Lot owners may keep up to two farm animals such as sheep or goats per Lot,
provided that farm animals may be kept only for non-commercial purposes, for
example in connection with 4-H or similar programs, and only if approved in
advance in writing by the association. All horses and farm airimals shall be
maintained under the control of the owner at all times and shall not create a
nuisance, excessive noise or noxious odor. All horses and farm animals shall be
kept in enclosures approved by the ACC. The owner shall keep all animal
enclosures and Lots reasonably free of animal waste at all times.
12.2 Dogs. Lot Owners shall be entitled to keep a maximum of one dog on each lot.
Dog ownership shall be subject to the following restrictions and limitations:
12.2.1 A doflshall be kept under the control of the Owner at all times and
shall hot be permitted to run free or to cause a nuisance in the
12.
Ukele Acres SubdivisionBeattje & Chadwick Draft, 2/8/00
Page I of 28
t2.2.2
12.2.3
Ukele Acres SubdivisionBeattie & Chadwick Draft, 2/B/00
Subdivision. No dog shall be allowed beyond the boundaries of the lot
owned by the persons where the dog is housed unless accompanied by
a person in full control of such dog.
Dogs shall not be allowed to bark continuously, which shall be defined
as barking for a continuous l0-minute period or continual
intermittently for over I hour.
Dogs shall be leashed, chained, fenced, "electric fenced," kenneled, or
under control of the owner, which shall mean that the dog does not
leave the boundaries of the lot or house at all times. Metal fencing
will be allowed for the purposes of kenneling a dog. Location and
design of kennels shall be subject to review of the ACC.
12.3 Penalties. The Association may assess and enforce civil penalties against Owners
violating the restrictions applying to dogs and other animals as follows: One
Hundred Dollars ($100.00) for the first violation; Two Hundred Dollars ($200.00)
for the second violation; Three Hundred Dollars ($300.00) for the third violation;
and for each succeeding violation the fine increases in One Hundred Dollar
($100.00) increments. Should any dog chase or molest deer, elk, or other pets or
persons, or destroy or disturb property of another, the Association shall be
authorized to prohibit the property Owner or resident from continuing to maintain
the offending animal on his property and may dispose of that animal, if necessary,
to protect wildlife or other Owner's pets, persons, or property. The offending dog
owner shallbe provided written notice of such action at least two (2) days before
disposal occurs. Within such two-day period, the offending dog shall be kenneled
at a licensed kennel. All charges associated with action taken by the Association
may be assessed against either the lot Owner and/or the dog owner, or both, at the
Association's sole option.
Page 9 of 28
12.4 Notwithstanding the foregoing, no animal may be kept within a lot or residence
which, in the good-faith judgment of the Association Board of Directors, results
in any annoyance or are obnoxious to residents in the vicinity or to lot Owners
within the Subdivision. Except as expressly limited herein, domestic animals may
be further restricted pursuant to any rules and regulations which may be
promulgated by the Association Board of directors, without requirement to amend
these covenants.
12.5 The ACC may require any Owner to remove any animal if in the opinion of the
ACC, lands, including lands within the Owner's lot, are deemed an erosion
problem due to excessive abuse or any animal constitutes an annoyance to the
Owners of Neighboring lots.
13. Maintenance of Property.
13.1 The Owner of each lot shall keep the same clear and free of rubbish and trash
and shall keep the structures thereon in good repair doing such maintenance as
may be required for this purpose.
13.2 No noxious or offensive conduct or activity shall be carried on upon any lot or
in any structure thereon which may constitute a health hazard, nuisance, or
annoyance to the neighborhood.
13.3 In the event clothes lines, equipment, garbage cans, service yards, woodpiles, or
storage areas are not screened from view by natural elements the ACC may
require screening by planting or construction to conceal the same from view of
neighboring lots and streets.
UkeJ.e Acres Subdivrsr.onBeattie & Chadwick Draft, 2/8/00 Page 1,0 of 28
14.
13.4 The outside burning of any trash, rubbiSh, or other materials shall not be
permitted at any time. Standard and approved outdoor barbecues and fireplaces
shall be allowed for the preparation of foodstuffs only.
No open-hearth, solid fuel fireplaces are allowed anywhere within the
subdivision. One (l) new solid-fuel burning stove, as defined by C.R.S. 25-7'
4Ol, et seq., andthe regulations promulgated thereunder, shall be allowed in a
dwelling unit. All dwelling units shall be allowed an unrestricted number of
natural gas burning stoves and appliances.
13.5
Vehicles.
l4.l All motor vehicles on a Lot must be currently licensed and operational unless
fully enclosed within a garage or shop.
14.2 No more than one vehicle, boat, camper, trailer, snowmobile, or other such
recreational vehicle or device shall be stored or permitted to remain for more than
three (3) continuous days on any lot unless the same are stored in a garage or
screened from view, unless otherwise approved in writing by the Association,
Signs. No billboards, signs, or other advertising devices of any nature shall be erected,
placed, maintained, or permitted, provided that this restriction shall not be construed to
prevent appropriate name and address signs and signs that advertise property for sale or
rent insofar as it is necessary to promote the sale and development of such properties.
Approved numbers, names and addresses shall be placed on all new structures or in such
a position as to be plainly visible and legible from the street fronting any lot.
15.
Ukel-e Acres SubdirzisronBeattie & Chadwick Draft, 2/8/00
Page 71 of 28
16.Assessments. Collection. and Enforcement.
Assessments. All lot Owners shall be obligated to pay any periodic or special
assessments lawfully imposed by the Board of Directors of the Association. To
the extent the Association is responsible therefor, assessments may be lawfully
imposed for any items of common expense which may include, without
limitation, the provision of domestic and irrigation water to the lots; expenses
and costs of maintaining, repairing, and plowing of roads within and accessing
the Subdivision; expenses of the ACC; and insurance, accounting, legal and
other proper functions of the Association. The Board of Directors may establish
contingency and reserve funds for the maintenance and improvement of the
roadways and other anticipated costs and expenses of the Association to be
incurred in pursuit of its purposes. Contingency and reserve funds shall be in
such amounts as the Board of Directors deems necessary and appropriate for the
aforesaid purposes. Each owner shall be required to pay his prorata portion of
these funds. As used herein, an Owner's prorata portion of common expenses
shall mean a fraction formed by the number of lots purchased and held by the
lot Owner (numerator) and the number of lots in the Subdivision (denominator).
The Board of Directors shall have the right to levy and assess against all of the
Owners special assessments for such purpose or purposes, in accordance with
this Declaration, or the Articles or Bylaws of the Association, as may be
necessary. Any such special assessments shall be paid by the Owners obligated
to pay such assessments and shall be due and payable as determined by the
Board of Directors.
Lien for Nonpayment of Assessments. All sums assessed by the Association,
including without limitation the share of common expense assessments
chargeable to any lot Owner, any fines, charges, late charges, penalties, attorney
fees, and interest which may be levied on a lot Owner, and unpaid utility fees
and assessments charged to a lot Owner shall be the personal obligation of the
l6.l
16.2
Ukeie Acres Subd:.rrisronBeattie & Chadwick Draft, 2/8/00
Page 72 of 28
lot Owner at the time such assessment or charge becomes due. Such obligation
may not be passed to a successor in title, unless expressly assumed by the
successor, and such assumption is approved by the Association. All sums shall
also constitute a continuing lien against such lot superior (prior) to all other
liens and encumbrances, excepting only:
16.2.1
16.2.2
16.2.3
Liens for real estate taxes and other assessments against the lots in
favor of any governmental assessing unit.
All sums unpaid on a first mortgage, deed of trust or other
encumbrance of record, including any unpaid obligatory sums as
may be provided by encumbrance, except the lien shall have
limited priority over such first mortgage, deed of trust, or other
encumbrance as provided by the Act.
Liens and encumbrances recorded before the recordation of the
Declaration, except as otherwise provided herein or by the Act.
If an assessment is payable in installments, each installment shall also constitute a
continuing lien from the date it becomes due, including any valid acceleration date.
16.3
16.4
Waiver of Homestead Exemption. Each Owner hereby agrees that the
Association's Lien on a lot for assessments as hereinabove described shall be
superior to the Homestead Exemption provided by C.R.S. 38-41-201 et seq.,
and acceptance of conveyance in regard to any lot within the Subdivision shall
signify such grantee's waiver of the homestead right granted in said article of
the Colorado statutes.
Penalties: Notice of Lien, If any assessment shall remain unpaid after thirty
(30) days after the due date thereo{, such unpaid sums shall bear interest from
Ukel.e Acres SubdrrrisionBeattie & Chadwick Draft, 2/8/00
Page 1"3 of 28
and after the due date thereof at the maximum rate of interest permitted by law,
or at such a rate as is determined by the Board of Directors. The Board of
Directors may impose late charges, fees, or penalties on such defaulting Owner
as may be established by the Board. In addition, the Board of Directors shall be
entitled to collect reasonable attorney's fees incurred in connection with any
demands for payment and/or collection of delinquent assessments. To evidence
such lien, the Board of Directors shall prepare a written notice setting forth the
amount of such unpaid indebtedness, the name of the Owner of the lot, and its
legal description. Such a notice shall be signed by one (l) member ofthe Board
of Directors and may be recorded in the office of the Clerk and Recorder of the
County of Garfield, Colorado.
16.5 Foreclosure: Release of Lien. Such lien may be enforced by foreclosure of the
defaulting Owner's lot by the Association in like manner as a mortgage on real
property, upon the recording of a notice of claim thereof. In any such
foreclosure, the Owner shall be required to pay the costs and expenses of such
proceedings, the costs and expenses for filing the notice or claim of lien, and all
reasonable attorneys'fees. The Owner shall also be required to pay to the
Association any additional assessments against the lot during the period of
foreclosure, and the Association shallbe entitled to the appointment of a
receiver to collect the same. The Board of Directors, for the Association, shall
have the power to bid on the lot at foreclosure sale and acquire and hold, lease,
mortgage, and convey the same. The Association, at its election, and in addition
to any other remedies it may have at law or in equity, may also sue an Owner
personally to collect any monies owed the Association. Any recorded lien for
nonpayment of the common expenses may be released by recording a release of
lien executed by a member of the Board of Directors.
Ukele Acres Subdiyis:.onBeattie a Chadwick Draft, 2/S/0A
Page L4 of 28
17.Enforcement of Covenants and Restrictions.
Right of Action. The Association, acting by and through its Board of Directors,
shall have the right to prosecute any action to enforce the provisions of all of
these Covenants by injunctive reliefl, on behalf of itself and all or part of the
Owners of the lands within the Subdivision. In addition, each Owner of the
land within the Subdivision, including the Association, shall have the right to
prosecute any action for injunctive relief and for damages by reason of any
violation of these Covenants. The prevailing party in any enforcement action
shall be entitled to an award of its reasonable costs and attorneys'fees. After
thirty (30) days'written notice to any Owner of a violation of these Covenants,
and the Owner's failure to eliminate or cure said violation, the Association, in
addition to the other remedies set forth herein, ffioY levy a fine of $50.00 per day
every day the violation exists or continues after the expiration of said thirty-day
period.
Limitation of Actions. In the event any construction or alteration or landscaping
work is commenced upon any of the lands in the Subdivision in violation of
these Covenants, and no action is commenced within one (l) year thereafter to
restrain such violation, then injunctive or equitable relief shall be denied, but an
action for damages shall still be available to any party aggrieved. This one-year
limitation shall not apply to injunctive or equitable relief against other violations
ofthese Covenants.
l7.l
17.2
18.Easements Shown on Final Plat. The Association is entitled to use such easements as are
reflected on the Final Plat for the Subdivision and that are conveyed to it by deed. Except
by agreement with an Owner, the Association shall have no obligation to pay any amount
for the use and enjoyment of such easements. The Association shall pay for the cost of
maintaining and repairing improvements which it places on any easements.
UkeLe Acres SubdivisionBeattie a Chadwick Draft, 2/B/00
Page 75 of 28
18. I
18.2
Water Supply Systems and Easements. The Association is granted easements
for the construction, operation, maintenance, repair, and replacement of wells,
pumps, pump houses, water storage tanks, water lines, and other facilities as
shown on the FinalPlat and the Subdivision Improvements Agreement and in
any deeds for the construction and location of facilities necessary to utilize such
water system.
Easements for Access. The Association may access all lots within the
Subdivision at reasonable times to determine compliance with the conditions of
approvals of the Subdivision granted by the Garfield County Commissioners
and the Association, and to determine and enforce compliance with all of the
provisions of these Covenants.
18.2.1
18.2.2
Ukele Acres SubdivisionBeattre & Chadwick Draft, 2/8/00
Easements and Rights-Of-Way. Easements and right-of ways for the
Lower Cactus Valley Ditch exist along the north boundary of Lots 6,
7, 8, and 9 as shown on the Final Plat and recorded documents
concerning the Ditch. The ditch company shall have unrestricted
access from all roads as shown on the Final Plat, and along the
Ditch, for proper maintenance and repairs of the ditch by authorized
personnel of the ditch company and/or owners of water rights which
flow through the ditch. Lot Owners shall not restrict the flow of
wateq siphon, pump, or by any means transport water from the Ditch
without written authorization from the Ditch company, owners, or
water right holders. Further, Association Members shall assist in
keeping ditches free of refuse and debris as is needed and shall
promptly contact the Ditch owners in the event of any leakage,
overflow or other detrimental occurrence relating to the Ditches.
No Easements and Right-Of-Ways for Ingress. Egress, and Utilities
for Properties Outside the Subdivision. No easements or right-of-
Page 76 of 28
18.3
ways for ingress, egress, and utilities to serve properties lying
outside the boundaries of the subdivision shall be permitted, unless
agreed in writing by the Association and the Owners of any affected
Lots. In such approval is granted, the Association and/or Declarant
shall enter into specific written agreements or contracts with the
Owners of said properties prior to any construction or use, defining
the cost, responsibilities for maintenance, repairs, and replacements
relating to easements and right-of-ways.
Easements for Utilities. Easements and rights of way in perpetuity are hereby
reserved for the erection, construction, maintenance, and operation of wires,
lines, cables, pipes and conduits for electricity, gas, water (domestic and
irrigation), telephone, cable television and other utilities, together with the right
to enter for the purpose of installing, maintaining, repairing, replacing, and
improving the same along, across, upon, and through all roadway easements,
rights of way, and utility easements and rights of way as shown on the final plat
of the Subdivision.
19.Roadways. All roadways in the Subdivision shall be dedicated to the public. Such
roadways shall be subject to an easement and right-of-way for ingress and egress for the
installation and maintenance of utilities as provided in Paragraph 18.3, above. The costs
for maintenance, repairs, and snow removal shall be funded by fees collected as
assessments by the Association as provided in the Bylaws.
Water Systems.
2O.l Domestic Water System. The domestic water supply shallbe from a central water
system consisting of a well, storage tank, main distribution lines, and related
facilities, which shall be dedicated to the Association by the Declarant and which
shall be operated by the Association. Such water shall be for domestic in-house
20.
ukeLe Acres SubdirrisionBeattie & Chadwick Draft, 2/8/00
Page 77 of 28
use only, consistent with any conditions or limitations on water use contained in
any well permit or water rights decree for the water supply. All domestic water
use shall be metered by a meter installed by and at the expense of the Lot Owner,
subject to approval of the Association before installation. Rules and Regulations
concerning the use and operation of the water system may be adopted by the
Association to provide for the efficient and proper use and operation of the
system.
20.2 Irrigation Water (raw. untreated. non-potable). Irrigation water supply shall be
from a central water system consisting of a pump and pipe from the Lower Cactus
Valley Ditch (operated by Grand Valley Ditch Company) to a central storage
tank, main distribution lines, and related facilities, which shall be dedicated to the
Association by the Declarant and which shall be operated by the Association.
Declarant owns and shall dedicate to the Association 3.75 shares in the Cactus
Valley Ditch. Declarant has obtained and, and the Association shall maintain, a
water supply contract with the West Divide Water Conservancy District for l l
acre-feet. Such water shall be for irrigation use only, for up to 6,000 square feet
of irrigation per lot, consistent with any and all conditions or limitations on water
use imposed by the Cactus Valley Ditch, or contained in any applicable water
rights decree or contract. Rules and Regulations concerning the use and operation
of the water system may be adopted by the Association to provide for the efficient
and proper use and operationy'flhe system consistent with appl icable decrees and fl ^, ({ StUn
contracts.
X'U'Y
21.Lighting. All exterior lighting plans shall be submitted to approved by the ACC
before installation. AII exterior lighting (with possible ions for lighting necessary
for safety) shall be directed downward and towards t perty. Lot Owners
To the maximum extent feasible, light sources shall not be directly visible from outside
of the Owner's property. The intent of these restrictions is to preserve the rural character
Ukefe Acres Su.bdrrrisronBeattje a Chadwick Draft, 2/8/00
rplrcable decrees "rdr;[i
,,,fi441
Page 78 of 28
of the Subdivision and not interfere with wildlife presence in the Subdivision, by limiting
exterior lighting as much as possible while maintaining a safe atmosphere. Mercury
vapor and similar high intensity lights are expressly prohibited unless approved by the
Association and any Lot Owners who could see such lights from their houses.
22. Architectural Control Committee ("ACC").
22.1 Formation and Composition of ACC. The Board of the Association shall appoint
an Architectural Control Committee composed of three natural persons who may
also be directors of the Association, but need not be Lot Owners. The persons
senring on this Committee shall serve at the pleasure of the Board, which may
remove a member of the Committee and appoint a new member at any time,
provided that there shall be at all times three persons on the Committee. The
ACC shall have and exercise all the powers, duties, and responsibilities set forth
in these Protective Covenants or delegated to in by rules and regulations of the
Board of Directors or by law.
22.2 Approval Required. No structures or improvements of any kind, including, but
not limited to, dwelling houses, garages, barns, sheds, fences, swimming pools,
tennis courts, parking areas, drives, antennas, flagpoles, walks, animal enclosures,
or any other type of improvement, shall be constructed or altered on any lands
within the Subdivision, nor may any vegetation be altered or destroyed, nor any
landscaping performed on any tract, unless approved in advance by the ACC.
Three (3) complete sets of architectural plans and specifications for such
construction, alteration, or landscaping shall be submitted to the ACC and
approved in writing prior to the commencement of such work. All decisions of
the ACC shall be in writing. One (l) set of plans and specifications shall remain
on file and shall become a perrnanent record of the ACC. If the ACC fails to take
any action within thirty (30) days after complete architectural plans and
specifications for such work have been submitted to it, then all of such
Ukefe Acres Subd:visionBeattre & Chadwick Draft, 2/g/OO Page 19 of 28
architectural plans shall be deemed to be approved; provided, however, that no
uses may be authorized or deemed approved unless they comply with all
applicable regulations of Garfield County and other governmental authorities, and
unless adequate water resources are available to sustain such use. This provision
is not to be construed to require plans for the planting of gardens, flowers, or
decorative plants immediately adjoining the main dwelling or on decks and patios.
22.3 Building Permits. A Lot Owner may apply for a building permit from Garfield
County or other governmental authority at any time, provided, that the plan
submitted for the building permit shall not differ materially from the plan
submitted to or approved by the ACC. If the plan submitted for building permit
approval differs in any substantial respect, as determined by the ACC, then all
approvals of the ACC shall be deemed automatically revoked, and the Owner
must submit amended plans for approval, corresponding to those submitted to the
County or other entity.
22.4 Standards. The ACC shall exercise its best judgment to see that all
improvements, construction, landscaping, and alterations on the land within the
Subdivision conform to and harmonize with the natural surroundings and with
existing structures as to external design, materials, color, setting, roof pitch,
height, topography, grade, and finished ground elevation. The ACC shall protect
the seclusion of each home site from other home sites as much as possible and
shall adhere to United States Forest Service and Colorado State Forester Wildfire
Prevention Guidelines. The ACC may adopt and enforce such additional
architectural controls as it deems appropriate from time to time.
22.5 Plans and Specifications. Architectural plans and specifications submitted under
Paragraph 2l . I hereof shall show the nature, kind, shape, height, materials, floor
plan, building elevations, location, exterior color scheme, alterations, grading, and
all other matters necessary for the ACC to property consider and make a
rJkefe Acres SubdrvisionBeattje & Chadwick Draft, 2/8/00
Page 20 of 28
determination ther
with-i-sEtredilE6r the
'w *$;6ffVrm6^r . o,.n rt o*iig *, t
to restore disturbed areas, together
of such work. The ACC shall disapprove any
architectural plans submitted to it which are not sufficiently complete or detailed
for it to exercise the judgment required of it by these Covenants.
22.6 Variances. The ACC may grant a reasonable variance or adjustment of these
conditions and restrictions in order to overcome practical difiiculties and prevent
unnecessary hardship arising by reason of the application of the restrictions
contained herein. Such variances or adjustments shall be granted only in case the
granting thereof shall not be materially detrimental or injurious to other property
or improvements of the neighborhood and shall not defeat the and
purpose of these
22.7 Non-Liability. The ACC shall not be liable in damages to any person or
association submitting any architectural plans for approval or to any Owner by
reason of any action, failure to act, approval, disapproval, or failure to approve or
disapprove with regard to such architectural plans.
InitialMembers. The initial members of the ACC shall be Jean M. Smith, Ronald
W. Smith, and S.J. McNulty. The initial address for the official correspondence
with the ACC shall be31947 Highway 6 &,24, Silt, Colorado, 81652.
Insurance.
23.1 Not later than the time of the first conveyance to an owner other than the
Declarant, the Association shall obtain and keep in full force and effect the
following coverage:
23.1.1 Property insurance on the common elements as provided by the Act.
22.8
23.
UkeLe Acres SubdiyLstonBeattie * Chadwick Draft, 2/B/00 Page 27 of 28
23.1.2 Commercial general liability insurance as provided by the Act.
23.1.3 Coverage for members of the Board and officers of the Association,
including committee members, against libel, slander, false arrest,
invasion of privacy, erors and omissions, and other forms of liability
generally covered in officers and directors liability policies.
23.1.4 Any additional coverage required by the Act or other laws or deemed
appropriate by the Board.
23.2 The Board of Directors, at its discretion or if otherwise required by law, may elect
to secure fidelity coverage against the dishonestly of employees, destruction or
disappearance of money or securities, and forgery. This policy shall also cover
persons who serve the Association without compensation. The Board of Directors
may maintain coverage against such other risks of a similar or dissimilar nature as
it deems appropriate.
233 Owners of all lots shall be required to obtain hazard and liability insurance against
accident or damage relating to the Cactus Valley Ditch, which borders the
Subdivision, and said Owners shall hold the Owners of the Ditch and water rights
harmless in the event of accident or drowning due to negligence on the part of the
lot Owner or Owner's guests or invitees. However, this provision shall not
diminish responsibility of Owners and Shareholders of the Ditch from proper
maintenance and repairs of said ditches or any resulting damages to the
Association or its members and their property.
24. Covenants Run With Land. These Covenants are to run with the land and shall be
binding upon all parties and all personal claiming under them until the year 2025, at
which time said Covenants shallbe automatically extended for successive periods of ten
Ukele Acres SubdivisionBeattie & Chadwick Draft, 2/S/00 Page 22 of 28
25.
26.
27.
28.
(10) years unless by vote reflected by signed documents duly recorded by the majority of
the then Owners it is agreed to change said Covenants in whole or in part.
Termination of Covenants. These Covenants may be lawfully terminated pursuant to any
applicable laws of the State of Colorado and Garfield County, Colorado, and the
provisions herein contained.
Amendment of Declaration. Except for the right of the Declarant to amend this
Declaration or sections which give the Declarant rights, as specified herein or by law, this
Declaration may be amended by the vote of sixty-seven percent (67%) of the votes
entitled to be cast by the members of the Association, said vote to be cast at a meeting of
the members duly held. Any amendment shall become ef[ective upon recordation,
provide a properly certified copy of the resolution of amendment is placed on record in
Garfield County, Colorado, no more than six (6) months after said meeting.
Notice to Lot Owners. Written notice of matters affecting the Subdivision Association
shall be sent to all unit owners by delivering such via regular first-class mail to the
addresses of such owners. All Owners shall register with the Association an address for
delivery of such notice and shall timely notify the Association of any change of address.
Limited Liability. The Association and the Board shall not be liable to any party for any
action or for any failure to act with respect to any matter if the action taken or failure to
act was in good faith without malice. The Owners severally agree to indemniff the
Association and the Board against loss resulting from such action or failure to act if the
Association and the Board acted or failed to act in good faith and without malice.
Development Rights and SpecialDeclarant Rights. All development rights set forth in
this section are applicable between the Declarant and any subsequent owner of lots in the
Ukele Acres Subdivision (hereinafter in this paragraph 28 referred to as the "Property").
Nothing herein shall discharge the Declarant or others exercising development rights to
29.
Ukel-e Acres SubdrvisionBeattie a Chadwick Draft, 2/8/00
Page 23 of 28
29.2
1
29.3
29.4
obtain any required approvals from the appropriate govemmental entities and comply
with any and all resolutions, ordinances, statutes, and laws relating to the exercise of such
development rights.
#{lio
29.r Right to Add Property. The right to add real property and water rights to the
Subdivision and the Association. Such additional property may include any
other unspecified property and water rights, excluding the area of the
Subdivision, which may be allowed by the law. The Declarant further reserves
the right to connect such additional property to utilities and the water system,
and to use existing roads and easements, for any and all purposes as established
in the Final Plat and these Covenants. Such additional property shall be subject
to the covenants as established by a duly recorded amendment hereto.
Right to Create Lots and Common Areas. The right to create, add, resubdivide
additional lots, and common and limited common elements within the
Subdivision or on other property as allowed by law.
Voting. Each additional lot created and held in separate ownership shall be
allocated one (l) vote in the Association. The relative allocations of common
expenses, and the number of votes required for approval of the Association
action shall be adjusted accordingly based on the new total number of members
in the Association.
. The right to amend or
supplement the Declaration or map in connection with the exercise of its
development rights. Such amendments shall conform to the requirements of the
statutes and this Declaration.
Ukele Acres SubdivisionBeattje a Chadwick Draft, 2/B/OO Page 24 of 28
29.5 Right to Withdraw Property. The right to withdraw property from the
Subdivision or from any addeil property. The property subject to this right of
withdrawal shall include the Subdivision, any water rights, and any other
property allowed by law.
29.6
The right to further subdivide lots into common areas, or in whole or in part to
public or private easements or rights of way. The property to this right shall
include the Subdivision and any other property allowed by law.
Zg.7 Right to Use Added Property for Commercial or Other Purposes. The right to
use any property in the Subdivision for commercial or other purposes other than
residential.
The right to29.8
Ukele Acres SubdivisionBeattie & Chadwick Draft, 2/B/00
complete those improvements indicated on the Final Plat and the Subdivision
Improvements agreement for the Subdivision, which are not complete as of the
date of these Covenants and the right to maintain a sales office, model, or
management office within the Subdivision, and/or on other property allowed by
law.
29.9 Activities of Declarant. The right to conduct certain activities which,
notwithstanding any provisions contained in these Covenants to the contrary,
shall include the right to maintain a sales offrce, management office, and other
such reasonably required, convenient, or necessary for the construction, sale and
management of any lots and improvements thereon. Such facilities may include
without limitation a business oftice, storage area, construction yards, signs,
model home, sales office, construction office, parking area, and lighting and
temporary parking structures for all prospective purchasers of lots/homes.
Declarant reserves such right unto itself, its agents, employees, and contractees.
Page 25 of 28
30.
29.10 Easements. The right to use all easements shown or described on the Final Plat
or conveyed to the Association in the Subdivision or on any other property
allowed by law, and to use such easements in Declarant's discretion may be
necessary to the exercise of those right described in this section. Furthermore,
Declarant hereby reserves the right of ingress and egress in and through all lots
during the period of construction and sale of any lots for the purpose of any
necessary required or requested construction, maintenance, refurbishment, or
repair of such lots or any part thereof. Declarant reserves such rights unto itsel[,
its agents, employees, and contractees.
29.11 Rights Concerning Control of Association. The right to make the Association
subject to a master association, or merge or consolidate the Association with
another association of a similar nature or same form or ownership, wither such
merger be into an with an existing Association or a subsequently formed
Homeowners Association. The property subject to such rights shall include any
additional property, not herein described, as allowed bylaw.
29.12 Use Agreements. The right to enter into, execute, amend, and otherwise deal
with contracts and agreements for the use, lease, repair, maintenance, or
regulation of facilities.
29.t3 Other. Any other rights as allowed by statute or as may be reserved by
documents on record with the Garfield County Clerk and Recorder.
Declarant Control. The period of Declarant control of the Association shall terminate
sixty (60) days after the conveyance to the owners other than the Declarant of 75 percent
of the Lots.
UkeJ-e Acres Subd:.vr.sr.onBeattre d Chadwick Draft, 2/8/00 Page 26 of 28
31.
32.
33.
Future Development. AII persons purchasing lots in the Ukele Acres Subdivision shall
take ownership subject to the development rights of the Declarant as herein set forth and,
as such, agree to not object to any development of the Property as described in Paragraph
28 herein.
Rights Transferable. Any special Declarant right or additional right created or reserved
under this Declaration for the benefit of the Declarant may be transferred to any person
by an instrument describing the rights transferred and recorded in Garfield County where
the project is located. Such instrument shall be executed by the transferor Declarant and
the transferee.
Severability. The invalidation of any one of these Covenants by judgment or court shall
not affect any of the other provisions which shall remain in full force and effect.
Dated:2000.
UKELE ACRES SUBDIVISION
Jean M. Smith, Owner/Declarant
Ronald W. Smith, Owner/Declarant
Ukel"e Acres Subdiyi.s-z.onBeattre & Chadwick Draft, 2/S/00 Page 27 of 28
srArE oF coLoRADo )
)ss
COUNTY OF GARFIELD )
The foregoing DECLARATION OF PROTECTM COVENAI.ITS was
subscribed and sworn to before me this _ day of 2000, by Jean M. Smith as
OwnerlDeclarant of UKELE ACRES SUBDMSION.
Witness my hand and official seal.
My commission expires:
Notary Public
srATE OF COLORADO )
)ss
COLINTY OF GARFIELD )
The foregoing DECLARATION OF PROTECTM COVENAIITS was
subscribed and sworn to before me this _ day of 2000, by Ronald W. Smith
as OwnerlDeclarant of UKELE ACRES SUBDIVISION.
Witness my hand and official seal.
My commission expires:
Notary Public
Ukele Acres SubdivisionBeattje d Chadwick Draft, 2/8/00 Page 28 of 28
ITIItrIIIIIITIITITIIIIIIII ENGINEEFlING INC
Mr. Dwight Whitehead
Colorado Division of Water Resources
Division 5
PO Box 396
Glenwood Springs CO 81602
RE: Well Permit Application - Ronald and Jean Smith
Division 5, District 39
February 8, 2000
Dear Dwight:
The attached well permit application is for expanded uses for an existing well (permit
O46427-F, copy attached). The well wilt serve a 9 lot subdivision on 24.98 acres near
Silt, Colorado. The well will operate under WDWCD contract #95081SJS(a) (copy
attached). A legal description of the property and a map are also attached along with
a water requirements table.
we found no evidence of any wells within 6o0 feet of the subject welt.
Garfield County is holding up the preliminary plat hearing for this subdivision pending
receipt of the well permit. Any thing you can do to expedite this application would be
appreciated.
Sincerely,
Water Resources Engineer
PSB/mmm
773-1 .O dw woll porm.t.773.wpd
Attachment
CC: Mr. John Taufer, w/attachment
Consulting.Engineens and Hydnologists
9O9 Colonado Avenue I Glenwood Spnings, CO A16c]1 I (g7O)945-6777 a Fax [g7O] g4S-11A7
FIESOUFIGE
. COLORADO DTYISION OF WATER RESOT'RCES
DEPARTMENT OF NATIIRAL RESOI]RCES
1313 SHT'.RMAN ST., RM.818, DEI{VER CO 80203
phone - info: (303) 866-3587 main: (303)866-3581
GENERAL PURPOSE Water Well Permit APP|ication
(please note: other forms are available for speclfic uses including - residential, livestock, monitoring/observ., gravel pits, registria0bn of old wells)
Review instructions prior to completing form Must be completed in black ink or
1. APPLICANT INFORMATION 6. USE OF WELL (please attach detaled descriptior
Nams of applicant
Ronald W. and Jean M. Smith
tr INDLJSTRI,AL EI OTHEN: OOMCSfftrcoruuencrnt ( ,,-
EI MUNIcIPAL ; '"1t $
tr IRRIGATION
E FEED LOT -- numuer of head :
Mailing Address
31947Hwy6&24
7. WELL DATA
City Slate ZiP Cods
sitt co 81652
pumping mtc
15 gpm 11.0 acre-feet
fotat aepttr Aquiftl
78 feet Colorado River AlluviumT€lephono numb€r (includa area codo)
(970)876-2070 g. LANO ON WHICH GROUND WATER WILL BE USED
2. TYPE OF APPLICATION (check applicable box(es))a. LeAaL DESCRIPTION (may b€ provided as an attachment):
24.98 acre subdivision, legal description attached
(lf used for crop inigauon, attach scaled map that shows inigated area')
E Construct new well EI Use existing well
EI Replace existing well EI Change or lncrease Use
EI Change (source) Aquifer E Reapplication lexplred permit)
EI Other: correct location
3. REFER TO (if aPPlicable):& #acres C. Owner
24.98 APPlicantWater court case # Permit #
I
D. List any other wells or water rlghts used on thls land:
None@ Monitoring holeacknowledgment#
-VE- MH-
Well name or#9. PROPOSED WELL DRILLER (optional)
Licanse numb€rName
4. LOCATION OF WELL
County
Garfield
Quarter/quarter
NW%
Quarter
NW%
tO StCnAfURE of applicant(s) or authorized agent
ihe making of false statements herein constitutes perjury
in the second degree, which is punishable as a class 1 mis-
demeanor pursuant to C.R.S. 244'1O4(13)(a). I have read
the statements herein, know the contents thereof' and state
that they are true to my knoyrlpdge..
"""nn;"Yn"W, "')n nil J - / Y d
Seclion
I
Township N or S
6 trg
Range E orW
e2 trg
Principal Meridian
6th
Distance of well from section lines
2oo ftftomEINEs 650 nrromtreMw
W6ll locailon addres3, if dltfGrGnt |tom aPPllcant addr.ss (if appllcabls)
v Anuz/ r/@amd dlroctlon rrom old wrll to nrw wGll
feet direction OPTITNAL INFORMATION
S. TNACT ON WHICH WELL wlLL BE LOCATED USGS rnap natno DwR maP no Surfaca
e. UeC'at- OESCRIPTION (may be provided as an attachment):
See Attached Office Use Only Dlv_
co_
WD-
BA-
usE(s) MD
-
B. STATE PARCEL
lD# (optlonal):
C. * acres ln tr.ct
21.98
O. Ownor
Applicant
a Witl this be the only well on this tract?
EI YES tr NO (if other wells are on this tract' see instruc{ions)
(t2tes)
WEST DIVIDE WATER CONSERVAIICY DISTRICT
I24 WEST TIIIRD STREET
P. O. BOX 1478
RIFLE, COLORADO 81650-I47E
TELEPHONE AND FAX (970) 62s-s461
Olficcn
Pr€sident 87G2821
Kell-v Couey
47.15 C.R. 315
Silr CO 81652
Vice Prcsident
Samucl B. Potter
0598 C.R. 323
Riflc, CO 81650
Treasurcr/Altematc S€c.
LaVemc Slarbuck
3106 c. R. 342
Silr. CO 81652
Secretary
William M. ZiLn
0090 Sunlight Dr.
Glcnwood Springs, CO 81601
Borrd oflXrtcron
Kelly Couvy
4745 C. R 3t5
silr. co 81652
Wiliam M. Zitn
m90 Sulight Dr.
Gknwmd Springs, CO El60l
LaVeroc Starbuqk
3t06 c.R 342
silt, co 81652
Robcrt J. Zanella
107 Virginia Rd
Glcnwood Springs, CO 81501
Samucl B. Poncr
059t c.R 323
Riflc, CO t1650
January 27,2000
Jean Smith
3194 Highway 6 &24
Silt, CO 81652
Dear Ms. Smith:
Enclosed is your approved application to amend contract #95081sJS(a) from 2 acre feet to 1l acre
feet.
You will note a couple of changes made by the Board of Directors to your application. When
contracting for augmentation water from West Divide outside use is automatically available,
therefore, under Description of Use "6,000 sq. ft. of lawn and garden irrigation for each (11)
dwellings" was added, and under Type of Meter "lelali-jng" was added as the Board requires a
totalizing flow meter.
If you have any questions, please do not hesitate to contact me.
Sincerely yours,
+q^^,* ff\*{dt^,k-
tlanetMaddock
Administrative Assistant
Enclosure
cc The State Division of Water Resources ilenclosure
Division No. 5 Water Resources ilenclosure
Kerry D. Sundeen, Hydrologist ilenclosure
John L. Taufer, w/enclosure
Hap ID No.198
Dare Acrivared L0 /25 /95
APPLICATION A}ID DATA FORM TO AIVTEND
WATER ALLoTT,IENT CoMTRACT WITTI!{EST DIVIDE WATER CONSERVANqY DISTR.ICT
9508 15JS(a) AIvtENDm FROM Z.O A.F. ro 1r.o e-r'.
Name Jean M. 9mithUaif
Telephone NumberAuthorized Agent o'R$rGIaG- John Tauf er
B.
COMTRACT #
APPLTCA}IT
C. I}flTENDED USE OF LEASED 9{ATER
Descripti
).OTHER REMARKS
WATER RIGHT OWNED BY APPLICAI{IT OR BEING APPLTED FORName of RighE NA
Type of St,nrcEure or RichE WeIlLocation of poinE of DiiersEn toffition from dec:Nr,r+ NLr+, section 9. T6s. R92r,I, orh p:M., zo0' from=I.tfntp.ermit)and 650 l f rnm Wcet 'l i -o^"d 6aO' r..* W""t 1i...
WaEer Court Case No.
-
(Attach copy of permit)
LocaEion of Area of use (rncrude metes and. bounds legar d,eseripticin ofproperty on which waE,er right is Eo be .used.. May be at- i q int "ruJi,A"io,r--rr'iie ir, tr,e NW* N1.1t, setrion gt?:t"gtft=dfr,{hibit)
S..tlor, 4. T6S. R92W. 6t
T9Eal acreage of above-.eferen
Address of above-referenced. property s"i"@
Total Number of Dwe1lin
Number or construct"o'iiit- et&,-s,qtrffi
Number of vacana-i;;; v"+ss s**:rt
F^L-La^?.r-L
-
PoEable 9{ater System lines K-uWaste-waEer TreaEment System _SWdSte-WaE,er-I.reatrmencSyStemSepticEank1each
Tlpe of meter or measuring ae
ProjecLed Monchly volume of Leased, waEer Need.ed. in Gar_Ions:THESB FTGURES ARE X ACTTIAL DNTERSiOTVS ON COUSU!,IPTTVB IISE ONLY(Actual diversions musL be used.unless contractee has an awrEntation olan)Jan- 2as,74z Feb-299.742 Mii:TdiiiJ4z-'''""'Ao, . zg1,74z M^,, zg8,r4zrune . Z9B^L4z ruly zes.taz eus. zW 'rE;; 2sE7T2 ';Z{.zrr;?€,Nov. zq9-742 Dec. Zq8.7Az
Annual Total Gallons 3.584,904 Acre Feet l1.OMaximum rnstanE,aneous ffi .rn't
-!-ln -- ., fi': :: {!' ''t '/ " 't: '' ': '; ':i "-app1LcanE
uare approlreci
9{EST DTVTDE WATER CONSERVAIVCYDISTRICT
Date applied-t
PresideApplicant
Certificotion of )edicotion ond Qwnershio:
KNo}fALLHENEYTHESEPREsENtsthotRonoldW.andJeanll.Smith';;;; ;;; i-*"r<t) ,n-7." siipie ot ott thot reot propertv described os:
A porcel of lond situoted in Seclion 1 ond Section 9' lornship 6 South'
Ronge g2 West or t:h.'-eu principol Meridion, Gorlield County, colorodo,
Seig ^ore porticutorly described os lollovs:
SeqnningotthentersecrionofthevestertyltheolsoidSection9ondlhe",;iii;;;;; iqht ol iiv-in) ir Hishwov.6 ona zt' vhence the
Witness corner "r^Ao, b Seciions'1, -5. I ond 9' o G-yfield County';;;:;;,'; a*" cii'-i99ii o^o:tt'ob' t S'to reet' vith ott beorines
being retotive to soid lfitness Corner oni i'Cirfieta Counly.survet,rs Sross Cop
found ot the southeost comer of soid iitii' ;,-";;; i_ oeorng of N87O9'tt"E.
thence. olong soid westedy line of Sectii g N OO\J'19- y' lE7'9O feet to
lhe Northresf Comi-oiioid Section d-ini'U"-common Southsest Comer of
soid seclion 1, thence otong the *est.al'lini- of soid seglion 1, N oo39'J8" U
J77.1O feet, thence deporting soid Sectlion Line' N 541!'0?' E 9'21 feet to
the southwest comer of o porcel or ry1J aii"iio'a n B9o-l< 560 ot Poge lJJ olso
being o poinl in tne to*eicoctus voile) oit.n, tn"""e follotinq the described
southerty tine of sia-iona ond Lovel .'ciciis'voltey Dilch, described in soid
iio* s6o ot Poge tis tne followthg lo (ten) courses:
1l tt st4J'og'E, 209-69 feet; thence,
b ru az'ts'r1' E, 90.97 feet; thence,
il s azos'sl' E 82.67 leet; hence
il P ezZa'oo- E, to5.57 feet; thence,
6 it asoe'J,' E, 2tt-70 feet; thence'
il N zzla'$- E, 69.6t teet; thence,
il u osto'tg' E t89-Js feet thence,
til s zsoe'sa- E 2J9-92 fcet; thqrce,
til s eszg'ts' E 51.09 feet: thqtce,
tb) s st.16'Jg. E, 178.52 feel more or less to o point on the easterly
ii*-"iir" iiltl-i ;;l;"- siiTt if soia intio" +, thence southertv otone
sord eostedy fine, 164.26 reei to n"'i"iinioit iorner .of lhe soid Slf l,/a of
the sw rft, tharce oto_ng thc-eost"ay"ii)""i-in" NitTt of the NWI/1 of soid
section g, S ooi1s' i. JJ7.ga reit tio o point o1 .l!e northertv right or voy
tine of soid Htqhtioy-e ia. 21, lhence ioni soa right of voy line the
totlouinq J (lhree courses):
t) N 8507',11' jll, 7J2.19 feel: thence,
i't r't otsz't6' E 2o.oo feet; thence,'i'u bsbTTi- i. 5s1.Jl teet to the point or begnning'
soid porcet contoins 21.981 ocres more or less: hove by lhese prcsents loid
out, plotted, ond subdivided the some-anio ioti os shovtr hereon ond designote
lhesomeosUke|eAcresintheCountyofGorfidd,StoteofColorodo.
Ihot soid owner Joes herdy dedrlcote'onrd set oport olt of thc streets ond
roods os shovn "i- tt,i ociompo'tyhg plot to the usc. of lhe public forever'
ond hereby dedicote lo the pioti uiitities lhose portions of soid reol
properly vhich oie tobeled os utility.eosements on the occomponyhg plot
os perpeluot """.^,"ii for lle in.;toilotion ond mointettonce of utilities'
i.i[itf*r, onA ariirigi ticitities, inctudino but nol timited to etectric
tnes. gos tnes. tetdhone lnes; togethi vith thc nght to tnm
inlerfering trees ond brush; vith p-etpetuol right. ol ingress ond egress lor
inslotlotion ond monlenonce of iuch lhes' iuch eosements ond rights sholl
be ulitized in o reosonoble ond prudent monnen
Water Urer:
Analysia Date:
SMITH SUBDIVIS]ON
SEPTEMBER't,f, 1999
WATER REAUNEMENTS
(acre leel)
Total llemand(1) (2) (s) (4) (5) (6)
tlorneatlc Commercld Lam CroP
Month In-houce or Other lnigatlon lnigatlon t-h,lCod( TOTAL
Contumiltvc Uro
c0 (8) (s) (10) (11) . ,(12)
Dooredc Comm€tchl trtrn CroP
lnhoue orOther lnigatlon lnlgatlm th,Gdck TOTAL
January
February
March
April
May
June
July
Augual
September
October
November
December
0.368
0.331
0.366
0.354
0.366
O.3!i'l
0.366
0.366
0.3t1
0.368
0.3tf
0.366
o.(m
o.(m
o.(m
o.(m
o.(m
0.(m
o.m0
o.(m
o.(m
o.oo0
o.m0
0.(m
o.(m
o.(m
0.(m
o.(m
o.(m
0.(m
0.mo
o.(m
0.(m
o.(m
0.(xx,
0.0q,
0.055
0.050
0.(}55
0.05:t
0.(Et!i
0.osr
0.(E5
0.66
o.(Eil
0.(xili
0.058
0.Gil5
0.(m
0.(m
0.(m
0.(m
o.(m
o.(m
0.(m
0.(m
0.(Do
0.000
0.(m
0.(m
o.(m
o.(m
o.(m
o.(m
o.(m
0.(m
0.000
0.mo
o.mo
0.(m
0.000
0.(m
0.(m 0.3660.(m 0.331o.(m 0.366o.(tro 0.331o.(m 0.366o.mo o.atl0.(m 0.366o.mo 0.366o.(no 0.3!i4o.qD 0.3660.ooo 0.3510.(m 0.366
0.(m o.(m 0.(m0.(m 0.(m 0.(mo.mo 0.(m 0.(m0.(m 0.(m o.(mo.mo 0.(m 0.(mo.mo 0.(m 0.u)o.(m 0.0@ 0.(mo.mo 0.(m o.qDo.mo o.(xD 0.(mo.(m o.mo o.(m0.(m 0.000 0.mo.uD 0.(xr0 0.m
0.055
0.60
0.065
0.Gi3
0.(E!t
0.(E3
0.055
0.055
0.ofi!
0.(E5
0.Gt:l
0.cEiti
TOTALS -> 1.312 o.m 0.0m o.(m 0.d)1.312 0.6tt7 o.m 0.un 0.(m o.(m 0.6t7
'll
3.5
1m
0.rm
0
0.m
0.m
0.(m
(1)
(2)
(3)
(1)
NUMEER OF RESIDENCES
I perront/reclderrce
I gallons/penon/daY
@nmerdaUOlher Demend (e0
Sq. Ft. ol Lryrn lnlgetcd
Lam Appllcatlon Rale (atlrc)
AcrcoolCrop kngated
Crop Applicatlon Rate (rtlac)
(5) I ol Llvsrioclt @ I 1 gale/daY
(A * CU for Domadc/Commerchl
(9) * lrwn lrle. E llcl€ncy
Gornump0on ol lrie. (al/ec)
(lq ra Crop krle. EflhhncY
ComumPllon of lrdg. (ellac)
($10) Elev.thn (tcct)
Tdl lldudcr 5* Tranel Lee
gt
o,m
o
15
80
0.m
RESOTJRCEENGINEERINO,IT.IC. 03}7.0
:^/6r /EFFS
l.!,l-r_:LU+
:AX (970) 945-5948
<s
Jt^LI
:CHMUESER
GOFIOON MEYEN
\1_:18 Wesr 6ln S"ire 2C!
Gienwooo Springs. CO 81601
February 22,2OOO
Mr. John Taufer
John L. Taufer & Associates
P.O. Box 2271
Glenwood Springs CO 81602
RE: Proposed Smith Subdivision "Ukele Acres" Water Treatment
Dear John:
This is a letter of response regarding clarification requested by you and Kit Lyon, Garfield
Building and Planning Department, on proposed treatment of domestic water service for the
Ukele Acres Subdivision.
We are in receipt of the Grand Junction Laboratories report for water sample taken on Juty
1 , 1999, and reported of September 20, 1999, wherein the well water to be used for potable
water for the system is high in sodium, sulfates, dissolved solids and hardness. Some non-
coliform bacteria are also present.
rhe ffiq*)fwrumwmemmu*u.mrflrrffi*io.rmu**ifr '$F
and contact time will be obtained in the 20,000 gallon potable water storage tank located on
Lot 7.
Hardness causes curdling of soap and resultant increases in its consumption; deposits of scale
in plumbing, boilers and water heaters; and unpleasant taste of many foods. frEElU$1qggu,;,- 1
w ii M siffirfrdtr@r
d0'ffiffiffiiW. T h e ref o re, ..&ftcffiq$fteeeffi,Iffifi&,ew h e n i nd iv i d ua I I ot
d eve I o p m e nt o c c u rs, t M dEsmiffi,,flEithcdmnd m6 *wrHeftd$4fl&flffi1ffi*rE E'
t{@#iFhrther treatment of the water by usqffi*l
E,furtherrefinetheWaterquality.However,withthe
individual lot development, the design of septic systems or individual sewage disposal systems
(ISDS) will need to be considered if use of these additional water treatment systems ts
provided.
February 22,2OOO
Mr. John Taufer
Page 2
We would recommend that, for the variety of water softener systems available on the market
and the varietv of RO systems available, the level of additional treatment, if desired, be
determined at the time of each unit's installation. Accordingly, the plumbing requirements,
chemicalfeed requirements and other necessary requirements would need to be defined based
upon the manufacturer of a selected unit.
I hope this information serves its intended purpose. lf you have any questions or comments,
please don't hesitate to call.
Sincerely,
124.4
SCHMUESER GORDON MEYER. INC.
Hepworth-Pawlak Geotechnical, [nc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-E454
hpgeo@hpgeotech.com
January 31, 2000
Ron and Jean Smith
c/o John Taufer & Associates
Attn: John Taufer
P .O. Box 2277
Glenwood Springs, Colorado 81601 Job No' 199 751
Subject: Radiatiou Potential, Proposed Smith Subdivision, Highway 6 and County
Road 216, Garfield CountY, Colorado
Dear Mr. Taufer:
As requested, we have reviewed our previous work performed for the project with
respect to radiation potential.
'6i66tqilfriis difficult to assess
tt r. radon gas concenrrations in build"in-gg^h."{q,...-,-t-$B,b..u.,rl*dJggp,.gI:.S91ll*.t.d.
r r r E [ ffi *fp#mMwffiilB;i,hefi' tH'e' r'eria&ets tat#'ti88fr@u*':, t
New Uuitainffiffien-designed with provisions for ventilation of lower enclosed
areas should post construction testing show unacceptabie radon gas concentrations.
If you have any questions or require further assistance, please call our office.
Sincerely,
HEPWORTH - PAWLAK CAL, INC.
.'{Hffinr6 ,flF5;,#466ffiSgrykfiorpation. We expect
radiation level to be similar to the natural suirouiiding area of the project site.
SLP/ksm
Old Republic National Title Insurance Company
ALTA COMMITMENT
Our Order No. G1V233134
Schedule A Cust. Ref.:
Property Address:
1. Effective Date: January 07,2A00 at 5:00 P.M.
2. Policy to be Issued, and hoposed Insured:
"ALTA' Owner's Policy 10-17-92
hoposed lnsured:
TBD
3. The estate or interest in the land described or referred to in this Commitment and covered herein is:
A Fee Simple
4. Titte to the estate or interest covered herein is at the effective date hereof vested in:
RONALD W. SMITH AND JEAN M. SMITH
5. The land referred to in this Commitment is described as follows:
SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION
Our Order No. GW233134
tEGAt DESCBIPTIOTII
TOWNSHIP 6 SOUTH. RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN
SECTION 4: SW1/4SW1/4 EXCEPT THAT PART LYING NORTH OF THE CENTERLINE OF THE
LOWER CACTUS VALLEY DITCH AS DESCRIBED IN DEED RECORDED NOVEMBER 24, I98O IN
BOOK 560 AT PAGE 704.
SECTION 9: THAT PART OF LOT zIN THE NW1/4NW1/4 LYING NORTH OF THE RIGHT OF WAY
OF THE DENVER AND RIO GRANDE RAILROAD COMPANY EXCEPT THAT PART LYING WITHIN
HIGHWAY 6 &24 AS DESCRIBED IN DEED RECORDED MAY 7, I93I IN BOOK I59 AT PAGE
246.
COUNTY OF GARFIELD
STATE OF COLORADO
ALTA COMMITMENT
Schedule B-1
(Requirements) Our Order No. GW233134
The following are the requirements to be complied with:
Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be
insured.
Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit:
THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED
PURSUANT HERETO.
ALTA COMMITMENT
Schedule B-2
(Exceptions) Our Order No. GW233134
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
1. Rights of claims of parties in possession not shown by the public records.
2. Easements, or claims of easements, not shown by the public records.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and
inspection of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and
not shown by the public records.
5. Defects, liens encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or
attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for
value the estate or interest or mortgage thereon covered by this Commitment.
6. Taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office.
, 7. Any unpaid taxes or assessments against said land.
8. Liens for unpaid water and sewer charges, if any.
9. THE EFFECT OF INCLUSIONS IN ANY GENERAL OR SPECIFIC WATER CONSERVANCY, FIRE
PROTECTION, SOL CONSERVATION OR OTHER DISTRICT OR INCLUSION IN ANY WATER
SERVICE OR STREET IMPROVEMENT AREA.
10. WATER RIGHTS OR CLAIMS TO WATER RIGHTS.
11. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN UNITED STATES PATENT RECORDED NOVEMBER 07, 1900, IN BOOK 12
AT PAGE 547.
12, RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED NOVEMBER 07,
1900, IN BOOK 12 AT PAGE 547,
13. EASEMENTS AND RIGHTS OF WAY FOR ROADS, STREETS, HIGHWAYS, DITCHES, CANALS,
PIPELINES AND UTILITY LINES AS CONSTRUCTED AND IN PLACE, INCLUDING, BUT
NOT LIMITED TO:
A. LOWER CACTUS VALLEY DITCH
ALTA COMMITMENT
Schedule B-2
(Exceptions) Our Order No. GW233134
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
B. COUNTY ROAD 216
C. DENVER AND RIO GRANDE RAILROAD
D. U.S. HIGHWAY 6 &24
14, EASEMENT FOR ACCESS AS RESERVED IN WARRANTY DEED RECORDED JULY 30, 1993 IN
BOOK 870 AT PAGE727.
15. OIL AND GAS LEASE RECORDED MARCH 31, I982IN BOOK 596 AT PAGE 51 AND
CORRECTED IN INSTRUMENT RECORDED MARCH 14,I984IN BOOK 645 AT PAGE 870.
16. TERMS, CONDITIONS AND PROVISIONS OF GARFIELD COUNTY RESOLUTION NO. 80-268
RECORDED NOVEMBER 20, I98O IN BOOK 560 AT PAGE 433.
17. DEED OF TRUST DATED NOVEMBER 17. 1995 FROM RONALD W. SMITH AND JEAN M.
SMITH TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF MARKET
STREET MORTGAGE CORPORATION TO SECURE THE SUM OF $34O,OOO.OO, AND ANY
OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF, RECORDED NOVEMBER 20, 1995,
IN BOOK 959 AT PAGE 98.
SAID DEED OF TRUST WAS ASSIGNED TO G.E. CAPITAL MORTGAGE SERVICES, INC. IN
ASSIGNMENT RECORDED JULY 26,1996,IN BOOK 986 AT PAGE 819.
18. DEED OF TRUST DATED SEPTEMBER 10, 1998 FROM RONALD W. SMITH AND JEAN M.
SMITH TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF CHRISTOPHER
VIGIL AND PATRICIA VIGIL TO SECURE THE SUM OF $5O,OOO.OO, AND ANY OTHER
AMOUNTS PAYABLE UNDER THE TERMS THEREOF, RECORDED SEPTEMBER II, 1998, IN
BOOK 1088 AT PAGE 328.
19. JUDGMENT IN FAVOR OF V.J. WADLEY AGAINST RON SMITH AND JEAN M. SMITH IN THE
AMOUNT OF $4,468.53 PLUS COURT COSTS ENTERED ON JANUARY 27, 1999,
TRANSCRIPT OF WHICH WAS RECORDED JANUARY 27,1999,IN BOOK IIII AT PAGE
656, CIVIL ACTION NO. 985-000169, COUNTY COURT IN AND FOR THE COUNTY OF
GARFIELD.
ALTA COMMITMENT
Schedule B-2
(Exceptions) Our Order No. GW2331,34
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
20. JUDGMENT IN FAVOR OF CHOICE RECOVERY NETWORK, INC. AGAINST JEAN M. SMITH IN
THE AMOUNT OF $1,513.23 PLUS COURT COSTS ENTERED ON OCTOBER 13, 1998,
TRANSCRIPT OF WHICH WAS RECORDED OCTOBER 30, 1998, IN BOOK IO95 AT PAGE
334, CIVIL ACTION NO. 98C-000557, COUNTY COURT IN AND FOR THE COUNTY OF
GARFIELD.
LAND TITLE GUARANTEE COMPANY
DISCLOSI.JRE STATEMENT
Required by C.R.S. l0-ll-122
A) The subject real property may be located in a special taxing district.
B) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained from the County
Treasurer's authorized agent.
C) The information regarding special districts and the boundaries of such districts may
be obtained from the Board of County Commissioners, the County Clerk and Recorder, or
the County Assessor.
Effective September l, 1997 , CRS 30-10-406 requires that all documents received for recording or filing in the
clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of
at lease one half of an inch. The clerk and recorder may refuse to record or file any document that does not
conform, except that, the requirement for the top margin shall not apply to documents using forms on which
space is provided for recording or filing information at the top margin of the document.
Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that 'Every
title entity shall be responsible for all matters which appear of record prior to the time of recording
whenever the title entity conducts the closing and is responsible for recording or filing of legal
documents resulting from the transaction which was closed". Provided that Land Title Guarantee
Company conducts the closing of the insured transaction and is responsible for recording the
legal documents from the transactiOn, exception number 5 will not appear on the Owner's Title
Policy and the I-enders Policy when issued.
Note: Affirmative mechanic's lien protection for the Owner may be available(typically by deletion
of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be
issued) upon compliance with the following conditions:
A. The land described in Schedule A of this commitment must be a single family residence which
includes a condominium or townhouse unit.
B. No labor or materials have been furnished by mechanics or material-men for purposes of
construction on the land described in Schedule A of this Commitment within the past 6 months.
C. The Company must receive an appropriate affidavit indemnifying the Company against un-filed
mechanic's and material-men's liens.
D. The Company must receive payment of the appropriate premium.
E. If there has been construction, improvements or major repairs undertaken on the properfy to
be purchased within six months prior to the Date of the Commitment, the requirements to obtain
coverage for unrecorded liens will include: disclosure of certain construction information;
financial information as to the seller, the builder and or the contractor; payment of the
appropriate premium fully executed Indemnity Agreements satisfactory to the company, and,
any additional requirements as may be necessary after an examination of the aforesaid
information by the Company.
No coverage will be given under any circumstances for labor or material for which the insured
has contracted for or agreed to pay.
Nothing herein contained will be deemed to obligate the company to provide any of the
coverages referred to herein unless the above conditions are fully satisfied.
SEEDING SCHEDULE
Seed Mix
Descri ption
Internediate Wheatgrass tTegmarI
tlestern blheatgrass rArribal
Slender Wheatgrass rsan Luist
Sheep Fescue tCovart
Indian Ricegrass tNez Par'
BIue Gramma tHachitat
Sand Dropseed
Blue Flax 'Appar'
Rocky Mountain Penstemmon rBanderal
Showy Goldeneye
Total
* Pure Live Seed
All seed shall be certified.
Lbs. /Pls.* Acre
4.0
3.0
2.0
2.5
3.0
1.0
0.1
0.75i.0
0.5
I 7.95
FEb- l4-oo
ff
s2/Lb/2oao
02:57P
23:23 6258ts27 ROAD AND ERIDGE
P-O1
PA6E AI
lUletno
Tot Jsttl-atrlcrr-Plerrirpdepffinortt
FrorrrTqn Ruoeell
D.b: O2l11t@^
lrr Smith SLbdivbion At(A ukote A.res
On 1O18€9^l revielrq.thc prWored Smith Sr.rbtlivhbn d(otch plm, tocrbcladlrrcsrrt to cR 21o, - I ru,rld ar0ged thr thc de./slopcr bo ,"sp.rr'Jhd i- ncfof loving inprowmentc.
1. Dedicate ls' eddilond R.o.w etorE cR 216 br ['e altirE tenfii ofdetrolopment
2. Rcbrfld uklele Ln. b e minor odlccta rld,ra s def.d by Gffiddcq.nty q.bdivilio,r regrrarlfir 9 : 3s *rtt oip roet divirrg -r,irrrL lrentim length of <tevetoglrrart
3. All trelllc contrd devicce indalled per rnenld on trafic conrd dryices.(StoP sligm)
4. obrah cfiveuay psmlt liom Garfidd co,mty Road & BrldgB Opstnmtfaintssec{ion.
5. lf fcncc aro pqpoccd, hoy mud be on R.o.w and or^ners proputy.
.Ep t
JOHN L. TAUFEFI & ASSOCIATES, tNC.
Landscape Anchiceccune / Land Planning
April20,2000
Kit Lyons, Senior Planner
Garfield County Building and
109 8th Street
Glenwood Springs, Colorado
Planning Department
8t601
f$q64/€o
Apfrz
rrooo
Re: Ukele Acres Subdivision - Submittal of Supplementary Information for Preliminary
Plan Public Hearing with the Board of County Commissioners
Dear Kit,
On April 12,2000 the Garfield County Planning Commission unanimously moved to
recommend approval of the Ukele Acres Subdivision Preliminary Plan to the Board of
County Commissioners. The recommendation was based on satisfying a number of
conditions that were imposed on the applicant. Four (4) of those conditions required
satisfactory submittals prior to the public hearing with the BOCC on May 8, 2000.
Attached is the necessary documentation to satisfy those conditions. The fbllowing
submittals are attached for your review and information and are referenced by the number
corresponding to the condition:
A copy of the fully executed CDOT access permits signed by the CDOT.
A copy of a letter of approval from the Buming Mountain Fire District
confirming that the proposed development has adequate water and facilities
for emergency response and that the 10,000 gallon water tank is acceptable.
A letter from Jeff Simonson, P.E., SGM, discussing the existing drainage
system adjacent to Highway 6 and how the subdivision drainage ties in with
the existing systems and a discussion regarding the proposed on-site detention
ponds.
13.b A detail for the on-site detention ponds and outlets.
14. A letter from the U.S. Army Corps of Engineers noting the determination of an
absence of wetland areas on the project site.
The remainder of the conditions are being addressed and will be finalized for Final Plat.
Colonado Avenue a Box 2271 o Glenrnzood Spnings,Co 816OP
(97C, s45-1337 o FAX (97O) 945-7914
6.
7.
7 3.a
Page2
Ukele Acres Subdivision - Supplemental lnformation for BOCC
Thank you for you thorough review of this application. It has been a pleasure working
with you on this project. We look forward to presenting this project to the Board of
County Commissioners on May 8,2000.
If you have questions or need additional information, please do not hesitate to contact my
office.
Sincerely,
)L u-aQ
John L. Taufer, Owners Representative
Attachments
qOL(JF(AI.,() DEFAR,TI ENT OF TRAI{SPOI
STATE HIGHWAY ACC PERMIT
COOT Permit No.
399151
State Highrrnay Nc/Mp/Side
006t097.400tL
Permit fee
50.00
Oato of tsansmittal
t2/17fi999
K€grcrv$ecoon/Patrot
03/02/01
Local Jurisdiciion
Garfield CounW
04/14/OO L2:06 FAX 9702487294
r.Regaon
2.Appllcant
3.St6ff AccosB Sodion
Local Author'/ty
MTCE Petrol
R3 TRAFFIC
lnBp*loa
Traffic Engineer
@os
The Permittee(s); Applicant;
Ronald & Jcan Smrth John L. Taufer
31947 Highway 6 &24 John L. Taufer & Associates, lnc.
Silt, CO 81652 p.O. Box 2271970-876-2201 Glenwood Spnngs, CO 81602
970-945-t337
rs hereby granted permission lo have an access to the state hlghuay at tha location noted below, The access shall be const ucted, matntainod and used in
accordan@ with this permit, including he State Highu/ay Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked
by the issuing authority if at any time the permitted access and its use violat€ any parG of this permit. The issuing authority, the Department and their duty
appoinled agents and employ€es shall be hold harmloss against any actlon for personal iniury or property damage sustained by reason of the exercise oi
he permil.
Location:
Oo the north side of US 6 &24, a distonce of 3929 feet of MP 97.
Access to Provide Service to;
Single-Family Detached Housing ............3 Each 100.00 %
Other terms and conditions:
I See Attached Pages 2 and 3 and Other Euclosures for Additioual Terms and Conditions.
MUNICIPALTTY OR COUNTY APPROVAL
Required only when the appropriate localauthority retains issuing authority.
By
(x)
Oat€Tide
Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained
Herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from
lnitiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to
Being used.
The permitteo shall notify Philip Anderle with the Colorado Daparlment of Transpoftation in Glenwood at 970-947.
936'l at teast 48 hours prior to commencing construction within the State Highway rlght-of-way.
The person signing as tho permittee must b€ lhe ou4er or legal representadve of lhe property served by the pomitted acress and have full aulhority to
Accept the permitlnO its tsrms andondilrrrrs.r/
i;f"*Ur,-,VhZ,iZ /-/?- o o
(/rz
This permit is not valid until signed by a duly authorized representative of the Department.
COLORADO DEPARTMENT OF TRANSPORTATION?1,ffi uare (or tssiue)
3- /O' Zooo Title
Access Manager
Cocy (trrtlbu0on: RaquirEd:Meke cooieg as necaggary tor Prevlout cdlllon3 rra ob3oleta and m.v not b. urrd
CDOI Fom tt01 0196
04/L4/0o 12: 06 FAX 9702487294 CDOT R3 TRAFFIC
STATE HIGHWAY ACCESS PERMIT #399151
lssued to Ronald W. and Jean M. Smith
January 13,2000
TERMS AND CONDITIONS
l. This Access is approved as constnrcted. All previous permits are hcreby rcmoved and deemed void.
2. If ttrere are iury questions regarding this permit, plcase contactlg4g!r-S_?J!9J9|2!8-'7231. ,
3. The Permittee sball refcr to all additiooal standard requfuernents on the back of this permit and any enclosed
additional terms, conditions, exhibits and uoted attachments.
4. This Permit is issued in accordance with the State Highway Access Code (2 CCR 501-l), and is based i:r part upon
the information submitted by thc Pcrmittee. This pcrmit is only for the use aud purpose stated in the Application
and Permit. Any changes in trafEc volumes or qfpe, drainage, or other operatioual aspects rnay render this pernut
void, requiring a new permit to be applicd for based upon existing and anticipated future conditions.
5. This permined access is only for the use and purpose stated in the Application and Permit.
6. Nothing in this permit shall prohibit the chief engineer from exercising the right granted in CRS 43-3-102
including but not limited to restricting left hand turns by coDstruction of physical mcdial scparatioos.
1. Water, sanitary, sewer, gas, elecfical, communication, landscaping, and telephone installations wtll require
individual additional permits.
8. The Permrttee is responsible fq1 eltaining any necessary additional federal, state and/or City/County permits or
clcarances required for consEuction of thc acccss. Approval qf thi.s, ssqsss permit does not constitute verification
of tb.is action by the Permrttee.
9. It is the responsibrlity of the Permittee to prevsnt all livestock fron cntentrg the Statc Highway right-of-way at this
access location. Any livestock that docs entcr thc highway right-of-way shall be the sole responsibility of the
Perminec.
10 In thc cvent thc laodscaping bccomes unsightly or considered to be a traflic hazard, The Department rnay requirc
that it be removed prorytly by thc Permittee and at no cost to the Departrrent.
I l. Landscaping shrll not obstnrct sight disunce at any State Highway access point.
12. A fully erecuted complete copy of this permit must be on the job site with the contrrctor at all times during
the construction. Feilure to comply with thls or any other construction requirement mey result in the
immediete suspension o[ work by order of the depertment inspector or the issuing authority.
13. Suney markers or monuments found in state highway right-of-way must be preserved in their original posihons.
Notify rhe Departmeil at (970) 248-7220 irnmediately upon damage to or discovery of any such rnarkers or
monuments at tbe work site. Any sr:rvey markers or monuments disturbed during the executiou of this permtt shall
bc repaired and/or rcplaced imcdiately at thc cxpcnsc of thc Pcrmittce.
14. Wheu it is necessary to remove any highway right-of-way fcncc, the posts on either side of the access enmnce
shall be securely braced with approved end posts and in conformance with the Departnent's M-607-l standard
before the fence is cut, to prevent slacking of the rcruining fence. All posts and wire removed sball be reNrned to
the Department.
15. No drainage from this site shall enter onto the State Highway tavel lanes. The Permittee is required to detarn all
drainage rn excess of historical flows and time of concentration on site.
@oe
Page 1 of 1
COLORADO tlEPARTllEltlT OF TRAI{SPORT- ,OItl
STATE Hrc}TWAY ACCESS PERII'IIT
CDOT Pcrml No.
399152
State Highway No/MP/Slde
0ffito97.950lL
,*\W*@qis Ode dbangrtltal
ranls99
Reglon/SectoruPafoa
03t0u0l
Local Juirdidion
Crarfield Coustv
04/ L4/OO 12 : 06 FAX 9702487294 CDOT R3 TRAFFIC
Lel Anhorily lnrpc{or
ITTCE hrol Tr€lllc Eogin...
@or
l.RcOaon
2:ltpllo.rr
3.SldIA6 S..do.r
The Permittee(s);
Rooald & Iean Smith
31947 Highway 6 &24
silq co t1552
970-t76-2201
Applicant;
Iohn Taufer
John L. Taufcr & Associates, Inc.
P.O. Box 2271
Glenwood Springs, CO E1602
970-94s-r337 .77 / *
b hcreby gantcd pem*sion to hve an acccee to thc Eila Hghcv.y at the locauon notcd bclow. Thc acccss shall be consfiicied, maadalnd and tEGd h
accorOanci u,fh this pcrmirt, lnduding thc Slate Highway Acc€ss Codc and any attachmcnts, tenns, condltlom and orhbiE. This peflnl may bc rcvoked
by the issging auUrorirl if at any timc-thc pcrmiUcd-re& and its usc viohtc iny parts of thb permil. The issuing authority, thc DePattmcrt and thcir duly
appointed ag;n6 anOlmpbyie dtan be hcH harmlrc €lird any adion for personal hjury or tropsty damagc eirdained by rcason of lhe exercisc of
lhr mmil
Location:
On the nsrth sid€ of US highray 6 &, 24 , a distatrce of 5016 foet east Aom MP 97
Access to Provide Service to:
County Road 300 ADT 100.00 %
CIher tems and conditions:
+ See Attachcd Pagcs 2 aDd 3 and Other Enclomres for Mditional Terms and Conditions.
MUNICIPAUTY OR COUNTY APPROVAL
Required only wten the eppropriate local authority retains issuing authority.
By
(x)
Dde Title
agreestothetermsandconditionsandreferencedattachmentscontained
Herein. e[ construction shalt Oe corndaeO in an expediUous and safe manner and shall be finished within 45 days from
lnitiation. The permitted acoess shall be cornpleted in accordance wilh the terms and conditions of the permit prior to
Being used.
The permitEe 3h8[ notify philip Anderle with the coloado Depa]tment of Transportation an Gbnwood Springs at
970-947-9361 at teast ,l! houlB prior to commsncing construetion witfiin the state Highway rightof'way.
The person s*rrfng 6, tfu perriltcc mrJst b€ the own€r or lcgal rcgcscntative of the property served by thc pem*ttcd acc€aa and havc full authority to
Acccpt the pcnnl and ils tcttr and cottditions. -/ij"*?!-'zJ-u DCct- /?- ao
r/'7-
This *rmif is not valid until signed by a duly authorized representativ€ of the Department.
COLORADO DEPARTMENT OF TMNSPORTATIONilffiDatr (of issue)3- lo - Zeco TXlc
Access Manager
Rcquircd:iibta copier ar nasnry fon PIrYbu! adttlo|tt rra ObDlrh lrd m.y not b. u..dcofl,CDoTFomfiol E tE
STATE HIGHWAY ACCESS PERMIT #399152
lssued to Ronald W. and Jean M. Smith
December 17, 1999
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TERMS AND CONDITIONS
1. This Acccss is approved as constructed. All prcvious pcrmrts are hereby removcd and decsred void.
If there are any qucstions regarding this permit, plcase contact Mikc Smith at (970) Z4E-7231.
The Permittes shall refcr to all additional sandard requiremeuts on the back of this permit and alry cucloscd
additional tcms, conditions, exhibits atrd noted attachments.
This Perrrit is issued in accordance with thc State Highway Acccss Code (2 CCR 601-l), and is bascd in part npon
the information submitted by the Perminee. This pcrmit is only for thc usc and pruposc-ibtcd ia the Appiication
anf Jermi!. Any changes iD raffic volumcs or t)?e, drainage, or other operational aspecB may render-tbis permitvoid, requiring a new pcmrit to be applicd for basld upoo "iiitiog and anticipated futurE .onditio*.
This permitted access is only for the use and purpose statcd m the Application and penru1
Notlring iu this permit shall prohibit the chicf engineer Aom exercising the right grantcd in CRS 43-3-l1z
including but not limited to reskicting left hand turns by constructioo of physical-nredial separations.
I?l"ll td!?, sewer, gas, clectical, communication, Iandscaping, atrd tel€phone installatioru will rcquireindividual additional permits.
The Permittee is responsible for obtaining any Decessary additional federal, state and/or City/County permi6 or
clearanccs rcquired for construction of the acc€ss. Appioval of this acccss permit docs not coastitutc verification
of this action by the Permittce.
It is the responsibility of the Pcrmittce to prevent all livestock Aom entcring the State Highway right-otway at this
access location. Any livestock that does enter thc highway right-of-way snlt Ur rhe solJrespo*iUltity orth"
Permittee.
In the event the landscapingbccomes unsighfly or considered to be a traffic hEzar4 The Dcparmeil may requirethat it be removed pronptly by thc permittee and at no cost to thc Departmcnt.
Landscaping shall not obsEuct sight distance at any state Highway access point.
A tully erecuted complete copy of this permit must be on the job site with tbe cootnctor rt eu times during
the construction. Failure to comply with this or atry other construcfion requirement mey result in tbeimmediate suspension o[ work by order of the department inspector or the-issuing ruthorlty.
Survcy rnarkers or monumeDts !o_rl1l state highway right-of-way nnrst bc presewed in 6cir qigind positions.Notify the Dcpartncnt at (970) 24E-7220 immediately upon aamagc to or diicovery of any such ,irrkr6 o,
monuments at 0te work sitc' Any survey markers or monuments disnubcd during tle exeiutiou of this permit shall
bc rcpaired and/or replaced irnmediatcly at the €xpErrse of the permittee.
When it is necessary to remove any highway right-of-way feuce, thc posts on cither side of the access cntrBtrce
sball be securely btaced with approved end posts and in iooformancr ,"itn thc Dqrartment's M-607-l stsndar4before the fence is cu! to prevent stacking of thc remaining fence. All poss and wire rerrovcd shall bc returned tothe Departncnt.
15' No &ainage from this site shall enter onto thc State Highway travel lanes. The permittcc is required to detain all
drarnagc in cxcess of historical flows and time of concentation on sitc.
Page I of 1
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MR. T'S HRRDUJRRE TEL:970-984-5112 Fpr 2t,00 6:55 N0 .002 P . 01
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Bil$ifilii ffimiltiiin'
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33s #410
Board
Ros Talbott - Clolrman
Joc Monlevcr
Norm Brown ,.: : ;,:,,, r,
Tom\bigt .,'',,.,
Robcn Sutphcn., 'i
Dort Zotdcl,liC,hlcl
Stu,Ccrlec : Asslrt. Chlcf
,,1ia. ;;'i' I r"l i !i'-ti i
April20,2000
TOWHOMilMAYCORCERN:
,i!:t''r ' '
This is to inform you that thc Ukclc Acrcs
we & prwidg ffre protcaion lo silmo' - i
alsotfx lhe20,00b ga[on storagc tarik i
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E/VG,,VEEFS::7 SURVEYORS'-5n *M-
(970) e45-1004
FAX (970) e45-5948
SCHMUESER
GORDON MEYER
118 West 6th, Suite 200
Glenwood Springs, CO 81601
April 20, 2000
Mr. John Taufer
John Taufer Architects
P.O. Box 2271
Glenwood Springs CO 81602
RE: Smith Subdivision
Dear John:
I am providing this letter to discuss comments provided
Planning Office regarding the drainage on Ukele Acres
Wright of Water Engineers.
to Kit Lyons of the Garfield County
Subdivision from Michael Erion of
Mr. Erion's comments regarding drainage were requesting the Applicant to provide additional
Information regarding how the proposed system fits in with the existing drainage system
relative to Ukele Acres. Regarding this issue, borrow ditches exist parallel to Ukele Lane and
drain from north to south towards the Highway 6 right-of-way. Once at the Highway 6 right-
of-way, drainage then proceeds in a westerly direction in the highway borrow ditch along the
north side of Highway 6 to a point approximately 3OO feet west of the project site. At that
point, water discharges both under Highway 6 and the railroad, through a culvert for eventual
deposition into the Colorado River.
Regarding the project itself, the project is bounded on the east by Ukele Lane, on the north
by the Lower Cactus Valley Ditch, and on the south by Highway 6. lf one were to discount
the existence of Lower Cactus Valley Ditch, additional off-site drainage could be tributary to
the site from a 17-acre basin bounded by Ukele Lane on the east and a ridge along the west
and north sides running in a northeasterly direction.
As was discussed in our drainage calculations report submitted with the Preliminary Plan
application, the proposed drainage system will enter the existing system by reducing
developed flows on site (based upon a 25-year rainfall event) to the historic rate of flow.
Detention ponds are proposed to be constructed to accommodate that goal. A detention pond
is proposed to be located in the southwest corner of Lot 3 which will reduce the developed
peak flow rates to the historic rates for Lots 1 through 3 and 7 through 9. This detention
poind volume would be 5305 cubic feet. This volume would be gained by providing a square
footprint (excavated into existing grade) of 55 feet x 55 feet. The depth of excavation would
be to two feet. The controlled outlet for this pond would be a 15" diameter CMP sloped at
one percent slope. The capacity for this culvert has been identified in the calculations
attached for the drainage calculations. This facility, being a copmmon facility for new road
infrastructure and six lots, would be constructed by the developer.
April 20, 2OO0
Mr. John Tauffer
Page 2
ln regards to individual lot detention identified for Lots 4, 5 and 6, it is proposed to locate the
detention ponds in the lowest points of these lots. However, for Lots 5 and 7, it is noted in
our drainage report that it could be argued, since existing development is already in place on
these lots, no detention requirement is necessary. ln the event that detention is required for
these lots, it has been determined that 535 cubic feet of volume for each pond is necessary.
Accordingly, a 1 Yz' deep x 20' square pond bottom would be necessary to contain the 535
cubic foot detention volume.
Again, calculations are attached to the drainage report which identify the performance of an
8" diameter CMP serving as a controlled outlet for each one of the ponds and being sloped
at one percent slope. lt is proposed that these ponds be installed by the individual lot owners
and be responsible for maintaining the functional detention basins.
The original intent of the drainage plan was to have the ponds on Lots 4, 5 and 6 be
constructed individually (as previously stated) and, therefore, Note #13 as stated in Mr.
Erion's letter regarding construction by individual lot owners is valid in requiring engineering
criteria for the pond construction to comply with County regulations and the Master Drainage
Plan be identified on the plat.
Additionally, Michael mentions that it be a requirement the pond be designed by a Colorado
Registered Professional Engineer. However, please note that the purpose of not identifying
a specific location for the ponds at this point in time is due to the fact that, by in large, on-
site development of individual lots will themselves determine the specific drainage patterns
and the specific location of the pond placement itself . The specifications identified on the
Master Drainage Plan (drainage and grading plans submitted with the Preliminary Plat) identify
the specific requirements regarding volume and controlled outlet construction necessary to
be incorporated into the design. However, specific siting and runoff has not bee provided
since individual on-site lot development will affect the design. We have attached (in
accordance to Note #12) a schematic typical section for the detention pond that could further
serve to clarify detention pond requirements, once a specific location relative to future lot
development has bee identified.
Hopefully, this letter has served its intended purpose. lf you have any questions or
comments, please don't hesitate to call.
MEYER, INC.
SCHMUESER GORDON MEYER, INC.
,o" AyeLe 4LaAb
SCHMUESER GORDON YER, INC.
1 18 W. 6th St. Suite 200 P.o. Box 2155 "'=t' *o l o't'**?3oro-toglffi33ot"o' ir*r"$'f&:.|t'f "or"u ,.o,, ,W b ** 4l4lze>
FAX (970) 945-5948 FAx (970) 925-4L57
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NEPLY TO
ATIE'IIIOX OF
DEPARTIIIENT OF THE ARiIY
U.S. ARIY ENGI}IEER DISTRICT, SACRAUE}ITO
COBPS OF ENGIIIEERS
1325 J STREET
SAcFAUENTO. CALtFORiltA gsEta.2922
April L2, 2000
Regulatory Branch (200075140)
Mr. Taufer
John L. Taufer & Associates, Incorporated
Post Office Box 227L
Glenwood Springs, Colorado 8L602
Dear Mr. Taufer:
I am responding to you: rvrit.lr-.:n request dated April 5, : )0,
on behalf of Lhe owners of ci:.e prop.rsed Ukele Acres Subdj-visrcn,
for a jurisdict.ional determination on their property near Si1t.
The property is located about one mile west of Silt within the SW
t/4 of Sect,ion 4, Township 6 South, Range 92 West, GarfieLd
County, Colorado.
Based on a site inspection by Susan Bachini Nall of this
office on April 4, 2OOO, w€ have determined that the site does
not contain jurisdictional waters. Therefore, a Department of
the Army is not required for development of this slte.
This determination is based on information supplied by you.
If that information proves to be incorrect, we will adjust our
determination accordingly. We have assigned number 200075140 to
thls determi-nation. Please contact Ms. Na]I and refer to this
number if you have any questj-ons regarding this matter and for
permit requirements at (970) 243-1L99, extension 16 or the
address below.
Sincerell',
Grady L. McNure
Chief, NorthwesLern Colorado
Regulatory Offlce
402 Rood Avenue, Room 142
Grand,Junction, Colorado 8150L-2553
Copy Furnlshed:
t/'ltlr. Mark Bean, Garfield County, 109 8th Street, Sulte 303,
Glenwood Springs, Colorado 81601-
RECEIVEDAPRl szMO