HomeMy WebLinkAbout1.0 ApplicationRECEIVED
t'1ì/\Y \ i' ?'{ìito
NTY
G rÉARF
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970194s-8212
www.ga rfield-cou ntv.com
Gurfield Caunty
tr Development ¡n LOO-Year Floodplain* Rdr¡nistrative Review
tr Development in L00-Year Floodplain VariancetrLimited lm act Review
Code Text Amendmenttror lm ReviewtrM tr Rezoning
n zone DistrictE PUD fl PUD Amendment
El Amendments to an Approved LUCPI un nuln n sup
tr Administrative lnterpretationHousing Faciran MinorTem
tr Appeal of Administrative lnterpretationE Vacation of a County Road/Public ROW
E Areas and Activities of State lnteresttr Location and Extent Review
tr Accommodation Pursuant to Fair Housing Acttr Comprehensive Plan Amend
tr Varianceine Deve mentEPi
tl time Extension (also check type of original application)
INVOLVED PARTIES
Owner/Applicant
Name:{"'¡-/Ñts ."1' 14'tV¿-¡ J' 'â Phone:'7u qrr {.2ü i I
Mailing Address:'3 [ t ¡ t-¡ rl 4 '¡ :{ ''f"-
C¡ty : Ë /*È¡U' td,(.; ú'.i'.* ,/> ¿2 I ¡116 {'state: r'r-: z¡p Code: rf f 6ül
E øt irñ rc 2 ü ÇÒ eÍ
Representative (Authorization Required)
Name: è: Ãlc *j-¡ç ¿v ti s'Z*Phone: 1c¡¡¿'L; ¡
€i ¿-l* - ^t "¡f'Z
Mailing Address:7 t,¿tt¡ */,t,,J
City:¿'i ¿- þ1 ¡L, þLs{,r.;:) ç ¡1 t /,'l.l state: d á z¡p Code: òì' / é ú1 /
E-ma
PROJECT NAME tocATtoN
Project Name:
Snnvrs't-frT)¡,{
Assesso/s Parcel Number:
Physical/Street Address:
Legal Description:
Zone District:Property Size (acres),Tb
Existing Use: "
.Pt¿2 6Lb FA¡ta"Ë
Ì-lô/e/t .rr'¿t€E / ?¿¿/
4â,/+Å.4cl5.14òr*t ,+A
ßðtit¡2 EtrL¿ {S¿¿€.R +"
t*Ê¡ì ErYþ. htÞut-r4íL ihtLl ctã t ¿v 70P,*>,u,fiâ/ a
Proposed Use (From Use Table 3-4031:
Description of Project:
î i ,ûr¿-¿F F A h tLY ¿tî c, Rl *
ôÐ {*?-tk
.J$. EYc âuþfr-i¿ti' Tt @6¡a
8 xsg', L¿*Ê- G AAA¿,Ë tñ; erltL
Submission Requirements
tr fhe Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section:
Section:
Section:
Section:
Waiver of Standards
E the Applicant is requesting a Waiver of Standards per Section 4-118' List
Section:
Section:
Section:
Section:
I have read the statements above and have provided the required attached information which is
correct and to the best of my knowledge.
1*t6- /V
Signature of Date
s
FireNumber'øAlÀ -IVLV 'îr5O'bFee Paid:
knprovement Survey3642 Highway 82, Section 27 , Township 6 South,Range Bg }Test of the Sixth Principal Meridian.Garfield County, ColoradoNE comerSection 27USGLO Bross Cop(¡DjoloL - ]-278.94' 10, BU|LD|NG sE.rBAcK Fnd Rebor & copL.S.* 3317r -T-\liIooI¡IIIIIIII1"2000'ç.{'oLEGEND:O found ALC P.E.LS t5933p utnnv eot"@ Exi3t¡ng lvdl#ttt"ttnn tt""è!ào'2, I.37 ACRES +taäoo\tc eto¡'%þ€'.^\".30,,\ o"fo-'t\'ftetoÌning. Wolls9.4/ÐCSNNGGRA\ELåä'}À9^ao58,8a'\1\il.n3lEl'II,Ô\\åExbtingOwheodPorrrilnêg!À4,.:E1.1{N1/6 cornerSectîon 27USGLO Bross CopI+-202040ôoGRAPHIC SCALE IN FEETI lNGtl - 20 FEETNOÏES:1) Owner of rocord: ORONO,INC.2) This lmprovement Survey wos prepored using the TitleCommitment prepored by Lond Ïtle Guorontee Compony ofGlenwood Springs, Colorodo Order Number GW232786-2 doted02-25-2000.o) Exceptîon #14 (Bk 25O, P9 51O ond Bk 256, P9 261) doesnotoffect this property.3) Recorded ond opporent Right-of-Woys ond Eosements osshown on plot.4) Plon references ínclude: Deportment of Highwo¡rs project no.s o13o(7), S 0130(8) rcwsed s/i/63.5) Building setbocks hove been estoblished using the GorfleldCounty Zone Distict R/L/UD os defined by Section 3.04.06 of theGorfield County Zoning Resolution of 197E including ollomendments through Dec. 9, 1997.6) Bosis of Beoring derived from Title Policy stoted obove, soidbeoring is N 0254' lV olong the sectîon lîne shown on this plot,ond monumented with U,S.G.L,O. bross cops for the N.E. Comerond Eost 1/4 Corner of Sectîon 27, Township 6 South, Ronge E9West of the 6th Principol Merìdion.NOTICE: Aæordlng to ColoÉdo law you MUST commenæ any legal actlonbased upon any defed in fìis suruey within three yeaE afler you firstdl*ove@d such defect, ln rc event, mây an âctlon bâsed upon any defectin this suruey be comñenced more ihãn len yeaß from lhe dale of theærl¡ff€ton shown heron.Deposiled this _ doy of _, 20_ ot _,-M, ìn Book _ of the County Surveyor's lond survey plots/right-of-woy surve¡a of poge _, reception number _.lhjs lond survey plot complies with Section 38-51-102, ColorodoRevlsed Stotutes.Gorlield County SurveyorSU RV EYOR'S C ERT I T I CAT E :l, Jerome F, Gamba, a registered pÞfes¡onal englneer and land survêyor in thestafe ofColoÊdo, hêreby cerllfy thatthls plal ls a kle eprêsentallon ofanlmprcvemenl Suryey conducted by me o under my directsupewision asestabl¡shed by Seclion 38-51-102(9) ofthe ColoGdo Revised Stâtues in Nrarch,2000.o6A13'ê'..,ó¡¡II,,1\Ð(s1lNCGRAVELDRIVEWAYCzLEGAL DESCRIPTIONA Porcel of Lond situoted in the E1P.M. more porticulorly described os/2,N81/4 of Section 27, Township 6 South, Ronge 89 West of the 6thfollows:Beginning of o point on the eost line of soid Section 27, whence the Northeost corner of soid Section 27beors N O2'54'AA" W o distonce of 1057.83 feet;Thence S 02'54'00" E, 305.73 feet olong soid eost line;Thence S 58'1 2'00" W 73.98 feet to o point on the eosterly Righi-Of-Woy of Highwoy No. 82;Thence olong soid eosterly Highwoy 82 Right-Of-Woy the following 3 courses:1)N 37'01 '09" w, 139.29 feet;2)N J2'46'09" w, 1gs.ôo feet;3)Along the orc of curve to the right 80.48 feet, soid curve hoving o rodius of 1362.J9 feet ond o chordthot beors N 51'19'57" W, 80.46 feet;Thence N 90'00'00" 8,278.94 feet to the Point of Beginning, contoining 1.37 ocres more or less.SHEET NO.1PROJECT: OO1Z5ORONO, INC.c/o Hal TudorP.O. Box 270988Louisville, CO 80027-0988JEROME GAMBA & ASSOCIATES, [NC.@tglnßEöBillþañErcBPOST OFFICE BOX 1458I13 NIN'IH S'TREET - SUITE 214GLENWOoD SPRTNGS C0L0RAD0 81ô02 (970) 945-2s50IMPROVEMENT SURVTYSHEET10FlPLAN NO.II/PROVEMENTDATE:MARCH 13, 2OOOAPPD BY:JFGCHKD BY:NJBSCALT:DRAWN BY:RGDJercme F. Gamba P.E. & L.S. 5S33
GurrteW Countlt
Communiff Development Department
May 24,20L8
Chris Janusz
3644 Highway 82
Glenwood Springs, CO 81601
RE: Completeness Review Janusz ADU - GAPA-CI5-18-8646
Dear Mr. Janusz
Thank you for your application for an Accessory Dwelling Unit located at 3644 Highway 82, Glenwood
Springs CO 81601. Our completeness review included input from the County Attorney's Office and has
identified several items that need to be addressed or clarified prior to a determination of technical
completeness. Please respond to the following ìtems:
Mineral Ownership lssues:
1. Please explain how the mineral research was completed and if the supplied records are the most
up-to-date. The Quitclaim Mineral Deed shows half of the minerals are owned by Astrid Janusz
Minerals LLC. An address is needed for that company if available.'''1;;/"ää:'C',
t¿ t A g "tau(
'Åil';t{- '' ';lää;u- c¿4ctÞ3 e' + q 2-é's ry
Site Plan:
2. The Site Plan from 2009 shows a shed in the front yard setback. Please indicate whether or not
that shed has been moved or provide a demonstration that the shed complies with required
building setbacks. S'# ËÞ 4t ÍLL 13E RÈ ¿t ¿Ð tr \)
Grading and Drainaee Plan:
3. Staff understands that a Grading and Drainage plan is being required as part of the Building Permit
for the single-family residence. lf this is the case, a waiver request may be applied for regarding
this submittal requirement. Please indicate in the waiver request that the standard is being
addressed as part of the building permit process. ial*t yVP
lmpact Analvsis:
4. Please respond to the lmpact Analysis Section in 4-203 (G) of the Land Use and Development
Code.
108 Eighth Streçt, Suite 401
Glcnwood Springs, Colorado 81601
(970) 94s-82r2
Water Plan:
5. Please provide a statement detailing what the water supply plan is for the ADU. The well sharing
agreement indicates that only 2-single-family dwelling units may use the well.
6. Please provide the current well permit for the property as well as any application for a new well
permit that has been submitted to the Division of Water Resources.
7 . lncluded in the application is an application for a Water Allotment Contract from the Basalt Water
Conservancy District, but it is illegible. Please provide a legible version.
8. Please provide a draft copy of the updated well-sharing agreement indicating how the well will be
shared between the two lots with the addition of the ADU. Please note that the updated well-
sharing agreement will be required to be signed-off on by the adjoining property owner.
9. A water quality test that meets Land Use and Development Code Standards in 4-203-MLb(5)(c) is
required as part of the initial submittal. The applicant may request that the water quality test be
completed as a Condition of Approval, however this needs to be submitted as part of the
application. Staff also recommends that the applicant remove the copy of the check from the
application as any submitted information submitted to this department is available to the public.
L0. A 4-hour pump test that meets Section 4-203-M 1b(5)(a) is required as part of the initial submittal.
The applicant may request that the water quantity test be completed as a Condition of Approval,
however this needs to be submitted as part of the application..
Article 7 Standards:
Ll-. Please respond to standards fully described in Article 7: Division 1-3 of the Land Use and
Development Code.
Access:
12. A traffic study is a required submíttal item. Please indicate the estimated Average Daily Trips (ADT)
on the road from Highway 82 to the proposed ADU.
13. Based on the traffic study, please provide a demonstration of whether or not the access road from
Highway 82 to the proposed ADU meet the standards in Table 7-107 of the Land Use and
Development Code. lf the road does not meet those standards you may apply for a Waiver
pursuant to the attached policy.
14. The application provided a letter from Dan Roussin of CDOT for the Subdivision Exemption in
2008. While not required staff recommends the applicant contact CDOT to discuss the application.
15. The access road appears to cross the property to the southeast. Please provide an access
easement for that portion of the road.
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
(e70) e4s-8212
Landscape Plan
16. lt appears based on the submittal that a Landscape Plan is not required, based on ADU's being
exempt from Landscape Standards. Please provide a waiver request for this submittal
requirement. w /+u E{
Development & lmprovements Agreement:
17. Based on the scope of the application, it does not appear to require a Development or
lmprovement Agreement. Please supply a waiver request for both of those submittal
requirements. *4ÚKd.-
Wastewater Manasement Plan:
18. lt appears, that the new OWTS is designed for 4 bedrooms. Please provide a statement that the
ADU is included in this sYstem.
Electronic Copies:
19. The electronic copy does not include all the information included in the hard copies' Please
provide an updated electronic copy that includes all submittals.
Once the above topics are addressed, we can finalize our-completeness review and schedule a date for
the Director's Decision. Please note that the Garfield County Land Use and Development Code requires
that the technical completeness issues be resolved within 60-days of the date of this letter. lf not resolved
in that timeframe, the application will be deemed withdrawn, unless a request for extension is submitted
and approved.
Please feel free to call or request a follow-up meeting with staff to address any questions you may have
regarding the above items. You may reach me ât',",,,'!i"''': ' r.r ':' '. 'tr or 970-945-1377 eXt.
1580.
Sincerely,
l\i
:t I ll
Vvç¿'r"'t -
Patrick Waller
Senior Planner
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
(970) 94s-82r2
,^l i', ,í7
,1.;;,i)
Document must be filed electronlcally.
Paper documents are not accepted.
Fees & forms are subject to change.
For more information or to print copies
of filed documents, visit www. sos.state.co.us.
Colorado Secretary of State
Date and Time: 09/24/2014 03:24 PM
ID Numbcr:20141584722
Dooument number: 20141 584722
Amount Paid: $1.00
ABOV! SPACË ¡ORO¡!'ICE USB ONLY
Articles of Organization
filed pursuant to $ 7-80-203 and $ 7-80-204 of the Colorado Revised Statutes (C.R.S.)
1. The domestic entþ name of the limited liability company is
Astrid Minerals, LLC
(The name of a limited liability company must contain the term or abbrevialion
"limited liqbility company", "ltd. Iiability company", "limited liability co-", "ltd.
liabilityco.", "limited", "1.1.c.", "llc", or "ltd.".See $7-90-601, C.R.S.)
(Caution: The use of certain terms or abbreviations are restricted by law. Read instructions þr more information.)
2. The principal office address of the limited liability company's initial principal offrce is
Street address 3644 Highway 82
(Street number and name)
Glenwood Springs co 81601
(City)(State) _ QIP/Postal Code)
United States
(Province - if applicab le)(Country)
(City)(State)QIP/Postal Code)
(P rovince - d app lica b le)(Country)
3. The registered agent name and registered agent address of the limited liability company's initial registered
agent are
Name
(if an individual)Janusz Christopher M
(Last)@irst)(Middle) (Suîa)
(if an entity)
(Caution: Do not provide both an individual and an entity name.)
Street address 3644 Highway 82
(Street number and name)
Glenwood Springs
Mailing address
(leave blank ífsame as street address)
Mailing address
(leave blank ifsame as street address)
(Street numher and name or Post Ofrìce Box infornation)
or
(City)
co
(State)
81601
(ZIP C"d")
(Street number and name or Post Ofiìce Box inþrmation)
ARTORG-LLC Page I of 3 Rev.12101/2012
(C¡ty)
CO
(State)
þllowing søtement is adopted by marking the bax.)
The person appointed as registered agent has consented to being so appointed.
(ZIP Code)
(The
ø
4. The true name and mailing address of the person forming the limited liability company are
Name
(if an individual)Janusz Christopher M
(Last)(First)(Middle) (Sttfrìx)
(if an entity)
(Caution: Do not províde both an individual and an entity name.)
Mailing address 3644 Highway 82
(Street number and name or Post Ofice Box inþrmation)
Glenwood Springs 81601
(City)(ZIP/Postal Code)
U States
(Province - ifapplicable) (Country)
(lf the þllaving statement applÌes, adopt the stalement by marking îhe box and include an attøchmenl.)
I fne limited liabilþ company has one or more additional persons forming the limited liability
company and the name and mailing address of each such person are stated in an attachment.
5. The management of the limited liability company is vested in
(lv[urk ûte uppliuultlv ltut.)
I on" or more managers.
or
the members.
6. ¡fheþtluwing stulemenl is utlopled lsy nurhing lhe bot;.)
[l ttte." is at least one memberof the limited liabilþ company
7 . (f the foilowing statement applies, adopt the statement by marking the box and include an altachtnent.)
fl fnt document contains additional information as provided by law
8, (Caution: Leave blank dthe document does not høve a delayed ffictive date. Stating a delayed ffictive date has
signiJìcant legal consequences. Read instructions beþre entering a date.)
(lf the þllowing statement applies, adopt the statement by entering a date and, dapplicable, time using the requiredformat.)
The delayed effective date and, if applicable, time of this document is/are
(nm/dd/yyyy hour : minute am/pm)
Notice:
Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or
acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the
individual's act and deed, orthat the individual in good faith believes the document is the act and deed of the
person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity
with the requirements of part 3 of article 90 of title 7, C.R.S., the constituent documents, and the organic
statutes, and that the individual in good faith believes the facts stated in the document are tme and the
document complies with the requirements of that Part, the constituent documents, and the organic statutes.
or
co
is,ttt")
nited
ARTORG-LLC Page 2 of3 F.ev.12/01/2012
This perjury notice applies to each individual who causes this clocument to he deliverecl to the Secretary of
State, whether or not such individual is named in the document as one who has caused it to be delivered.
9. The true name and mailing address of the individual causing the document to be delivered for filing are
Barker Patrick L.
(Last) (First)
201 'l4th Street, Suite 200
(Middle) (Snffn)
(Streel number and name or Post Olfice Box information)
Karp Neu Hanlon P.C.
Glenwood 81601
(C¡ty)(ZIP/Postal Code)
(Province - if appl icable)(Country)
((thefollanting statement applies, adopt the statement by marking the box and include an attachment)
f] fnis document contains the true name and mailing address of one or more additional individuals
causing the document to be delivered for filing.
Disclaimer:
This form/cover shee! and any related instructions, are not intended to provide legal, business or tax advice,
and are furnished without representation or wananty. While this form/cover sheet is believed to satisfu
minimum legal requirements as of its revision date, compliance with applicable law, as the same may be
amended from time to time, remains the responsibility of the user of this form/cover sheet. Questions should
be addressed to the user's legal, business or tax advisor(s).
co
(State)
nited StatesU
ARTORG-LLC Page 3 of 3 F.ev.12/01/2O12
-E-Filed
Document must be filed elec,tronically.
Paper documents are not accepted.
Fees & f'orms are subject to change.
For more information or to print copies
of filed documents, visit wwwsos.state.co.us.
Colorado Secretary of State
Date and Time: l0ll4l20l4 08:42 AM
ID Nunrber : 201 41 5847 22
Document number: 20141624306
Amount Paid: $25.00
Astrid Minerals, LLC
vÍ cñanging rhe name of the limited liability company, indicate name before the name change)
Astrid Janusz Minerals, LLC
! *bank'or"trust" or any derivative thereof
[ "creditunion" [ "savingsand loan"
[ "insurance", o'casualtS/", "mutual", or "suret¡/"
ABOVE SPACE FOR OFFICE USE ONLY
Articles of Amendment
filed pursuant to g7-90-301, et seq. and $7-80-209 ofthe Colorado Revised St¿tutes (C.R.S.)
20141584722ID number:
1. Entity name:
2. New Entity name:
(if applicable)
3. Use of Restricted Words (f any of these
terms are contained in an entity namq true
name of an entity, tade name or trademark
stated in this document, mark the applicable
box):
4. Other amendments, if any, are att¿ched.
5. If the limiæd liability company's
period of duration as amended is
less than perpetual, state the date
on which the period of duration
expires:
(mn/dd/yyyy)
or
If the limited liability company's period of duration as amended is perpetual, mark this box: f|
6. (Optional) Delayed effective date:
(mm/dd/yyy)
Notice:
Causing this document to be delivered to the secretary of state for filing shall constitute the affrrmation or
acknowledgment of each individual causing such delivery, under penalties ofperjury, that the document is the
individual's act and deed, orthat the individual in good faith believes the document is the act and deed of the
person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity
with the requirements of part 3 of article 90 of title 7, C.R.S., the constituent documents, and the organic
statutes, and that the individuat in good faith believes the facts stated in the document are true and the
document complies with the requirements of that Part, the constituent documents, and the organic statutes.
This perjury notice applies to each individual who causes this document to be delivered to the secretary of
state, whether or not such individual is named in the document rN one who has caused it to be delivered.
7. Name(s) and address(es) of tne
individual(s) causing the document
to be delivered for filing:Barker Patrick L.
(Last)(Middle) (Suflx)
AMD.LLC Page I of2
(First)
Rev.1210112012
2O1 14th Street
(Street name øndnumber or Post ffice Bot irformaùon)Suite 200
Glenwood Springs co 81601
(City)Un ffåff/st"t"t (PostaUZip Code)
(Prov¡nce if applicable) (Countty f not US)
(The document need not state the true nome and address of more than one indlvidual. However, if yottwish to state the name and address
of any additional individuals causing the doanen to be delivered þr filing, mark this box I and nclude an atløchment stating the
name and address ofsuch indivitiuøt:.,
Disclaimer:
This fornL and any related insffuctions, are not intended to provide legal, business or tax advice, and axe
ol'fered as a public service without representation or warranty. While this form is believed to satis$ minimum
legal requirements as of its revision date, compliance with applicable law, as the same may be amended from
time to time, remains the responsibility of the user ofthis form. Questions should be addressed to the user's
attomey.
AMD LLC Page2 of2 Rlev.1210l/2012
H.PVKUMAR 5020 County Road 154
Glenwood Springs, C0 81601
Phone: (970) 945-7988
Fax (970) 945-8454
Email: hpkglenwood@kumarusa.com
Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, Summit County, Colorado
April 16,2018 RECEIVED
Geotechnlcal Englneering I Englneering Geology
Materials Tesdng I Environrnrntal
Chris Janusz
3644Highway 82
Glenwood Springs, Colorado
Cmjanusz I 23 @ gmail.com
Project No. 18-7-240
Subject:Subsoil Study for Foundation Design, Proposed Residence, Lot2, Janusz
Exemption PIat,3644 Highway 82, Garfield County, Colorado
Dear Mr. Janusz:
As requested, H-P/Kumar performed a subsoil study for design of foundations at the subject site,
The study was conducted in accordance with our agreement for geotechnical engineering
services to Chris Janusz dated April 3, 2018. The data obtained and our recommencJations basecl
on the proposed construction and subsurface conditions encountered are presented in this report.
A geologic hazards assessment of the subject site is beyond the scope of this report.
Fnoposed Construction: An existing mobile home on the lot will be removed and a new
residence constructed. The proposed residence will be a modular home over a garden level
basement located on the site as shown on Figure 1. Ground floors will be slab-on-grade. Cut
depths are expected to range between about 4 to 6 feet. Foundation loadings for this type of
construction are assumed to be relatively light and typical of the proposed type of construction
If building conditions or foundation loadings are significantly different from those described
above, we should be notified to re-evaluate the recommendations presented in this report.
Site Conditions: There are currently multiple sheds and a mobile home on the lot, The building
site is relatively flat with the terrain sharply steepening further to the east down to the driveway.
There is minor grading including cut and fill levellng of the proposed building site. Vegetation
consists of grass, sagebrush, scrub oak, and scattered conifers with landscape.
JUN t 4 2018
GARFIELD COUNTY
COMMUNITY DEVELOPMENT
a
Smbsurface Conditions: The subsurface conditions at the site were evaluated by excavating two
exploratory pits at the approximate locations shown on Figure 1. The pits were clug by the client
prior to our arrival on the site. The logs of the pits are presented on Figure 2. The subsoils
encountered, below about I foot of topsoil, consist of silty sand and gravel with cobbles and
boulders that extended down to the pit depths of 7% and, SVzfeet. Around I foot of older man-
placed fill was encountered in Pit 2 below the topsoil. Results of gradation analyses performed
on.s0^mples of silty sand and gravel (minus 3-inch fraction) obtained from the site are presented
on Figure 3' The laboratory testing is summarized in Table L No free water was .bserved in the
pits at the time of excavation and the soils were slightly moist.
Foundation Recommo¡rdations: Considcring the subsoil c,lnditiuns uncounterecl in the
exploratory pits and the nature of thc pru¡rusetl constructlôn, we believe spread t'ootings placed
on the undisturbed natural soil designed for an allowable bearing pressure of 1,500 psf can be
used for support of the proposed residence with a risk of settlement. The risk of settlement is if
the bearing soils were to become wetted and precautions should be taken to prevent wetting.
Footings should bc a minimum width bf 18 inches for continuous walls and 2 feet tbr columns.
All topsoil, existing fill, and all loose disturbed soils encountered at the foundation bearing level
within the excavation should be removed and the footing bearing level extended down to the
undisturbed natural soils. The subgrade should then be moistened and compacted. Exterior
footings should be provided with adequate cover above their bearing elevations for frost
protection' Placement of footings at least 36 inches below the exterior grade is typically used in
this area' Continuous foundation walls should be well reinforced top and bottom to span local
anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls
acting as retaining structures should also be designed to resist a lateral earth pressure based on an
equivalent fluid unit weight of at least 50 pcf for the on-site soil, excluding debris, topsoil and
oversized (plus 6 inch) rocks, as backfill.
Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded
slab-on-grade construction' There could be some slab settlement if the subgrade becomes
wetted' To reduce the effects of some differential movement, floor slabs should be separated
H.PVKUT\4AR
Project No. 18-7-240
--3-
from all hearing walls and columns with expansion joints which allow unrestrained vertical
movement. Floor slab control joints should be used to reduce damage duo to shrinkage cracking.
The requirements for joint spacing ancl slab reinforcement should be established by the designer
based on experience and the intended slab use.
All fill materials for support of floor slabs should be compacted to at Ieast 95Vo of maximum
standard Proctor density at a moisture content near optimum. Required fill can consist of the on-
site soils devoid ofdebris, topsoil and oversized rocks (plus 6-inch size).
Underdrain Systern: Although free water was not encountered during our exploration, it has
been our experience in the area that local perched groundwater can develop durÌng times of
heavy precipitation or seasonal runoff. Frozen ground during spring runoffcan also create a
perched condition. We recommend below-grade construction, such as retaining walls and
basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain
system.
The drains should consist of drainpipe placed in the bottom of the wall backfill sunounded above
the invert level with free-draining granular material. The drain should be placed at each level of
excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum LVo to
a suitable gravity outlet. If rigid PVC drain pipe is used, which we recommend, a pipe slope of
r/zVo can be used. Free-draining granular material used in the underdrain system should contain
less than 2%o passing the No. 200 sieve, less than 507o passing the No. 4 sieve and have a
maximum size of 2 inches. The drain gravel backfill should be at least îVzfeet deep and be
covered by filter fabric. An impervious membrane such as 20 or 30 mil PVC should be placed
beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to
prevent wetting of the bearing soils.
Surface Drainage: Positive surface drainage is a very important aspect of the project to prevent
wetting of the bearing soils. The following drainage precautions should be observed during
construction and maintained at all times after the residence/ADU have been completed:
H-P+KUIVIAR Project No. 18-7-240
-4-
1) Inundation ofthe foundation excavations ancl underslab areas should be avoidcd
during construction.
2) Exterior backfill should be adjusted to near optimum moisture and compac.ted to
at least 957o of the maximum standard Proctor density in pavement and slab areas
and to at least 90vo of the maximum standard Proctor density in landscape areas.
Free-draining wall backfill should be capped with filter fabric and about 2 feer of
the on-site, finer graded soils to reduce surface water inf,rtration.
3) The ground surface sumounding the exterior of the building should be sloped to
drain away from the foundation in all directions. We recommend a minimum
slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3
inches in the first 10 feet in pavement and walkway areas. A swale will iikely be
needed uphill to direct surface runoff around the residence and ADU.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Landscaping which requires regular heavy irigation should be located at least l0
feet from the building. consideration should be given to the use of xeriscape to
limit potential werting of soils below the foundation caused by irrigation.
Limitations: This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. we make no waffanty either
express or implied' The conclusions and recommendations submitted in this report are based
upon the data obtained fiom the exploratory pits excavated at the locations indicated on Figure 1
and to the depths shown on Figure 2, the proposed type of const¡uction, and our experience in
the area' our seryices do not include determining the presence, prevention or possibility of mold
or other biological contaminants (MOBC) developing in the future. If the client is concerned
about MOBC, then a professional in this special field of practice shogld be consuited. our
findings include interpolation and extrapolation of the subsurface conditions identified at the
exploratory pits and variations in the subsurface conditions may not become evident until
excavation is performed. If conditions encountered during construction appeff different from
those clescribed in this report, we should be notified at once so re-evaluation of the
recommendations may be made.
H-PryKUMAR
Projecl No. 18-7-240
-5-
This report has been prepared for the exclusive use by our client for dcsign puryose.s. We arc not
rcsponsible fc¡r technical interpretations by others of our information. As the prcrject evolves, we
should provide continued consultation and field services during construction to review and
monitor the implementation of our recommendations, and to verify that the recommendations
have been appropriately interpreted. 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.
If you have any questions or if we may be of further assistance, please let us know
Respectfully Submitted,
H-P* KUM.AR
Robert L. Duran, E. I.
Reviewed by:
David A. Young, P.E
RLDlkac
attachments Figure I - Location of Exploratory Pits
Figure 2 -Logs of Exploratory Pits
Figure 3 - Gradation Test Results
Table I - Summary of Laboratory Test Results
cc: Kurtz & Associates - Brian Kurtz (kurtzçlngineer9yahoo.com)
H-PãvKUMAR Project No. 18-7-240
PIT 1
PIT 2
LOT 2
3644 HIGHWAY 82
LOT 1
e-sr
j
f
T
I APPROXIMATE SCALE
18-7-240 vHP KU MAR
tìeiìort,LOCATION OF EXPLORATORY PITS Figure 1
!
I
I
I
I
I
É
n:
I
o
0
o
o
o
PIT 1rL. 5866'
Ptf 2
EL. 5862'
0 0
a\
Þ-
t¡J
LJ
L!
I:rt--{L
TJ
LI
t-LI
LJ
L
I-Fo-
l¡JÕ
-i
I
t4=29
-2OA=325
10
LEGEND
-t, +4=26
-i -2oo=J6
10
(GM-SM); SILTY, SCATTERED COBBLES AND BOULDERS' MEDIUM DENSE'
DDISH_BROWN.
TOPSOIL; SAND AND SILT, SCATTERED GRAVEL, SLIGHTLY MOIST, DARK REDDISH BROWN'
SLIGHTLY ORGANIC.
FILL; SAND AND GRÀVEL, SILTY, SLIGHTLY MOIST' REDDISH-BROWN'
SAND AND GRAVEL
SLIGHTLY MOIST, RT
DISTURBËD BULK SAMPLE.
*NQTES
1. THE EXPLORATORY PITS WERE EXCAVATED WITH A BACKHOE ON APRIL 2' 2018'
2. THE LOCATIONS OF THE EXPLORATORY PITS WERE MEASURED ÀPPROXIMATELY BY PACING FROM
FEATURES SHOWN ON THE SITE PLAN PROVIÐED'
3. THE ELEVATIONS OF THE EXPLORATORY PITS WERE NOT MEASURED AND THE LOGS OF THE
EXPLORATORY PITS ARE PLOTTED TO DEPTH.
4. THE EXPLORATORY PiT LOCATIONS SHOULÐ BE CONSIÐERED ACCURATE ONLY TO THE DTGREE
IMPLIEÐ BY THE METHOD USED.
,
5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY PIT LOGS RTPRESENT THE
AppRoxtMArE aouñotnlEs BETwEEN MATERTÀL TYPES AND THt rRANSlrloNS MAY BE cRADUAL.
6. GROUNDWATER WAS NOT ENCOUNTERED IN THE PITS AT THE T¡ME OF DRILLING' PITS WERE
BACKFILLED SUBSEQUENT TO SAMPLING.
7. LABORATORY TEST RESULTS:
+4 = PERCENTAGE RETAINED ON NO. 4 SIEVE (ASTM D A22);
-2OA = PERCENTAGE PASSING NO' 2OO SIEVE (ASTM D 1 1 4O)'
I
0
!
o
t)
Fig. 2LOGS OF TXPLORATORY PITS18-7 -244 H-PryKUMAR
!
!
€
ö
HYOROMEI€R ANÂLYSIS
SAND GRAVEL
FIN E MEDIUM FINE co.ARsÊ
SIEVE ÀNALYSIS
I
I
t0ç
tt)
80
79
go
90
¡10
50
¡0
10
!
iö
20
30
40
50
50
7A
ry
E
aÒ
90
100
UI IN
CLÁY TO SILT
COBBLES
GRAVEL 26 % SAND
. LIQUIO L¡MIT
SAMPLT OF: Sllty Sond wiih Grov€l
38%
PLASTICITY INDEX
SILT AND CLAY 36 %
FROM:PftI@6.5'-7.s'
t
t
roo
90
80
7A
60
30
10
¡0
20
o
10
20
50
10
50
ao
70
ao
=
fo
o
to
!oo
OF RS
CLAY TO SILT
COBgLES
GRAVEL 29 ,4 SAND
LIQUID LIMIT
SAMPLE OF; Silly Sond wlth Grovet
59 % SILT ANo çtÂY
PLASTICITY INOEX
FROM:Píl 2Ð4.S'-S.S'
32Í,
thast l.3l r.gull¡ opp,y only lo lh.lompl.s whlch w.rr l.5t6d_ Ìh.l6lllng lrporl sholl ¡ol bo r.producûd,Èru.pl ln lull, wllhÒut lh. y¡itt.n
opprovol ol Kuhor & A¡soclql.s, lnc,àtrv! onolyrl! laallng l!,ârtormad inoccoÌdq¡c. wllh ASTM D422, ASIM C.t36oñd,/o. ASIM 0t140.
HYDROMETIR ANALYSIS SIEVE ANÀLYSIS
GRAVELSAND
FINE MEOIUM FINE COARSE
18-7-240 H.PTKUÍVIAR CRADATION TEST RESULTS Fig,3
H-PÑKUMARTABLE 1SUMMARY OF LABORATORY TEST RESULTSProject No. l&7-240SOILTYPESilty Sand with GravelSilty Sand with GravelUNCONFINEDCOTTIPRESSIVESTRENGTH(ps0ATTERBERG UMITSPLASTICINDEX(o/olLIQUIDLtiflTlo/olPERCENTPASSINGNO.200SIEVE3632GRADATIONSAND(v.\3839GRAVEL(v'l2629NATURALDRYDENSITY(ocf)NAruRALilotsTuRECONTENT(o/olDEPTHfftl6L/z-1 Yz4Vz-5VzPtl12
:
-
H Hepworth-Parvlak Geotechnical, Inc.
5020 County Road 154
Glenrvood Springs, Coloraclo 81601
Phor-re: 970-945-7988
Fax 970-945-8454
ernail: hpgeo@hpgeo tecl L.com
RECEIVED
JUN 0 { 2018
GARFIELD COUNTY
COMMUNITY DEVELOPMET{T
HEPWORTH - PAWLAK GEOTECHNICAL
February 9,2009
Chris Janusz
3642Bighway 82
Glenwood Springs, Colorado 81601
Job No. 109 0164
Subject:Preliminary Geo logic S ite Assessment, Proposed 2 Lot Subdivision, 3 642
aîd3644 Highway 82, Garfield Count¡ Colorado
Dear Mr. Janusz:
This report presents the results of a preliminary geologic site assessment for the proposed
2 lot subdivision located at3642 arñ3644 Highway 82, Garfield County, Colorado. The
purpose of the study was to evaluate the geologic conditions and their potential impacts
on the project. The study was conducted in accordance with our agreement for
professional services to Chris Janusz, clated January 26,2009-
A field reconnaissance of the project site was made on February 2,2009 to observe the
geology and potential hazards at the site. In addition, we have reviewed previous studies
in the area, published regional geologic studies and looked at aerialphotographs. Based
on this information, an assessment of the potential influence of the geology on the
proposed development was made. This report summarizes our findings and presents our
conclusions and recommendations.
proposed Development: The proposed development consists of splitting the 1.37 acre,
triangle shaped lot into two roughly equal size lots and replacing the existing trailer on
the south lot (3644 Highway 82) with a single family residence.
At this time, no new development is planned for the home on the north lot, and plans for
the single family residence on the south lot have not been developed. When building and
grading plans have been developed for the site, we should be notified for additional
geo-logic ıonditions assessment and a geotechnical evaluation.
G
parker 303-B4I,7llg o Coloraclo Springs 719-633-5562 ' Silverthotne 970'468'1989
Chris Janusz
February 5,2009
Page2
Sitc Conditions: The project site is locatecl in the northem part ofthe Roaring Fork
River valley about 2 miles south of Glenwood Springs along the uphill, eastern side of
Highway 82. The overall property is roughly triangulzu in shape with side dimensions of
about 279 feetand 306 feet and 415 feet along Highway 82. The property abuts a single
family residence to the north and a commercial development to the southeast' The steep
hillside to the northeast is cut by relatively small,ephemeral drainages which slope down
towards the Project site and terminate at the Glenwood Ditch. The ditch is located
between about 40 to 60 feet uphill ofthe existing structures. An 8-inch diameter PVC
pipe has recently been buried in the bottom of the ditch for service to the adjacent
properties. Currently, the ditch is about 12 feet wide and 4 feet deep' The property is
located in the middle part of coalescing debris fans which originate about 300 feet
upslope ofthe property. The property grade has been terraced to accommodate atrailer,
modular residence and storage sheds which are accessed by a driveway from Highway 82
to the southwest. The overall slope across the development area is about 25 percent down
to the southwest towards the Roaring Fork River, located about 1,700 feet southwest of
thc propertY. Above the ditch the gro uncl surface increases in steepness to about 50
per99nt. Vegetation on the property consists of grass and weeds, scattered small brush and
several l0 to 20 foot tall pinon pines. Sandstone cobbles and boulders up to about 4 feet
in size were observed on and surrounding the site. Most ofthe downhill properties on the
alluvial fan have been developed with single family and commercial structures.
Regional Geologic Setting: The project site is located in the Carbondale collapse center
ofthe Southern Rocky Mountains Region west ofthe Rio Grande rift and east of the
Colorado Plateau. The Carbondale collapse center is the western oftwo regional
evaporite collapse centers in western Colorado. It is an irregular-shaped, northwest
trending region covering 460 square miles between the White River uplift and Piceance
basin. As much as 4,000 feet of regional subsidence is believed to have occurred during
the past l0 million years in the vicinity of Carbondale as a result of dissolution and
flowage of evaporite from beneath the regions (Kirkfram and Others,2002). The Eagle
Valley Formation is located stratigraphically below the Maroon Formation and crops out
on the valley side west ofthe project site. Much of the evaporite related subsidence in the
Carbondale collapse center appears to have occurred within the past 3 million years
Job No. 109 016^c$tecfr
Cluis Janusz
February 5,2009
Page 3
which also corresponds to high incision rates along the Roaring Fork, Colorado and Eagle
Rivers. This indicates that long-term subsidence rates have been very slow, between
about 0.5 and 1.6 inches per 100 years. It is uncertain if regional cvaporite subsidcnce is
still occurring or if it is currently inactive. If still active, these regional deformations
because oftheir very slow rates should not have a on the
development at the site.
Geologically young faults related to evaporite tectonics are present in the Carbondale
collapse center but considering the nature of evaporite tectonics, these faults are not
considered capable of generating large earthquakes. The closest geologically young
faults that are less than about 15,000 years old and considered capable of generating large
earthquakes are located in the Rio Grande rift to the east ofthe project site. The northern
section of the Williams Fork Mountains fault zone Q50 is located about 50 miles to the
northeast and the southern section of the Sawatch fault zone Q56b is located about 80
milcs to the southeast. At these distances large earthquakes on these two geologically
young fault zones shoultl not produce strong ground shaking at the project site that is
greater than the ground shaking shown on the u. s. Geological survey 2002 National
Seismic Hazards Maps (Frankel and Others,2002)'
Project site Geology: The geology in the project area was observed on February 2,
2009. Ow geologic interpretations also use regional geology maps by Soule and Stover
(1935) and Kirkham and others (1995). The local bedrock is Maroon Formation
consisting of moderate to shallow dþpittg, blocky red sandstone. These rocks were
deposited in the central colorado trough during the Ancestral Rocky Mountain orogeny
about 300 million years ago. The regional bedding generally strikes to the north and dips
to the east. Bedrock outcroppings directly northeast of the project site dip between 11
and 26degrees down to the east, into the hillside. The Maroon is overlain by dense, black
resistant alkali basalt in lava-flow layers several feet thick deposited between 8 and23
million years ago. The closest basalt flows are located about 3,000 feet to the north ofthe
project site.
Job No. | 0q 0l 6^cåttecn
Cluis Janusz
February 5,2009
Page 4
Surficial Soil Deposits: The soil deposits in the project area are largely the result of
erosion of red sanclstone layers fiom beclrock outcroppings deposited as alluvial fans
through a series of sr¡rall drainages nofiheast ofthe project site. Several sandstone
cobbles and boulders are visible on the surface. These fans appear active and could still
be sites of infrequent rockfall and debris flows or floods assooiated with intense
thunderstorms. A 6 to 8 foot incised drainage channel is located north of the property but
appears to empty northwest of the titt. TE-gtl!ng:ttæ1lg-$gtt""g11tç3þo ryqeq.tg
divert water and debris to the northwest around the Project site and act as a catchment
basin for rockfall.
Geologic Site Assessment: There are several conditions of a geologic nature that should
be considered as project planning and design proceeds'The most significant are potential
rockfall and debris flows and floods. Other geologic conditions are sinkhole potential,
earthquake ground shaking and moisture sensitive foundation soils. Percolation testing
performed in 19g0 and l9B4 for septic design reported percolation rates of 10 and 15
minutes per incl1 respectively. A log of a domestic wcll drilled n 1962 reported rocky
soils to a depth of 73 feet and groundwater level at 50 feet. The alluvial fan soils above
the water level are considered to be collapsible when wetted. Shallow foundations are
typically used in this area for lightly loaded structures, but recommendations for bearing
on the moisture sensitive soils should be addressed with a site specific geotechnical study
when the building plans have been developed. The potential risks and possible
mitigations to reduce the risks associated with debris flows, rockfalls, sinkholes and
earthquakes are discussed below.
Debris Flow and Flood Potential: The property is located in the middle part of
coalescing alluvial fans that colrld be subject to shegtwash.flows 119 floods during
periods of snowmelt or heavy rainfall. There is a relatively high likelihood that future
floods and flows will occur along hillside drainages but flows ofthe main drainage
currently follow an incised drainage channel which passes northwest ofthe property.
Smaller drarnage channels are intercepted by the irrigation ditch which appears to carry
water around the property to the northwest. In our opinion,there is a risk that debris flow
material could breach the irrigation clitch cluring a large event and expose the project site
Job No. 109 (.)16A
cåEtecn
Chris Janusz
February 5,2009
Page 5
to significant building and ptg"p-qr.q?n*g-e-"ggi9-:ïþ.-1"""-.!gt-"-ll':uyil{ing-gsrvP-gL"*"
Ifthis risk is not acceptable then mitigation to reduce the risk should be considered.
Rockfall Potential: The steep hillside clifß located to the northeast of the project site
are resistant beds of the Maroon Formation that are source areas for repeated falls of
rocks of varying sizes. Although rockfall occurrences have been documented in the
Glenwood Springs area, we are not aware of rockfall documentation on the project site.
Several cobble and boulder size rock fragments on the property do indicate a potential
rockfall hazard. In our opinion, tþei$k i!"pqdçI*91þ*,åI9-9-h&U -eJ-91!-99-Llg¡9?41[e
project site and cause significant building and property damage and possible harmto the
building occupants. Ifthis risk is not acceptable then mitigation to reduce the risk should
be considered. The existing irr'igation ditch has a 4 foot wall and a 12 foot wide
catchment area which will prevent some rocks from reaching the project site'
Sinkholes: Geologically young sinkholes are present in the western Colorado evaporite
region mostly in areas where the Eagle Valley Formation and Eagle ValleyEvaporite are
shallow. The Eagle Valley Formation underlies the Maroon Formation in the project
area. Evidence of sinkholes was not observed at the project site during our field
reconnaissance or on aerial photographs reviewed. Although geologically active in the
region, the likelihood that a sinkhole will develop during a reasonable exposure time at
the site is considered to be low. The property owner should be advised ofthe sinkhole
potential, since early detection ofbuilding distress or settlement of graded areas may help
with timely remedial action which is important in reducing the cost ofrepairs should an
undetected subsurface void start to develop into a sinkhole.
Earthquake PotentÍal: Historic earthquakes at the project site have typically been
moderately strong with magnitudes of M 5.5 and less and maximum Modified Mercalli
lntensities ofVI and less (Kirkham and Rogers, 1985). Modified Mercalli IntensityVl
ground shaking should be expected during a reasonable exposure time for the site, but the
probability of stronger ground shaking is low. Intensity VI ground shaking is felt by most
people and causes general alarty but results in negligible damage to structures of good
design and construction.
Job No. 109 01óA
cåFtecrr
Cluis Janusz
February 5, 2009
Page 6
Future buildines on thc site should be to withstand moderatelY strong grouncl
shaking with little or no and not to collaps e under strongcr ground shaking. For
firm rock sites with shear wave velocities of 2,500 fps in the upper 100 feet the U. S.
Geological Survey 2002 National Seismic Hazard Map indicates that a peak ground
acceleration of 0.069 has a 10% exceedence probability for a 50 year exposure time and a
peak ground acceleration of 0.239 h: ls a2o/o exceedence probability for a 50 year
exposure time at the project site (Frankel and Others, 2002). This corresponds to a
statistical recuffence time of about 500 years and 2,500 years, respectively. The soil
profile at the building site is estimated as Class D, stiff soil site, as described in the 2006
International Building Code.
Radiation Potential: Regional studies by the Colorado Geological Survey indicate that
the closest radioactive mineral occurrences to the project site are located along the Grand
Hogback neal New Castle about 14 miles to the northwest (Nelson-Moore and Others,
Tg78). Regional studies by the U. S. Geolugical Suruey (Dubiel, 1993) for thc U' S'
Environmental Protection Agency (EPA)indicate that the project site is in a moderate
radon gas potential zone. The 1993 EPA regional radon study considered data from: (l)
indoor radon surveys, (2) aerialradioactivity surveys, (3) the general geology, (4) soil
permeability estimates, and (5) regional architectural practices. It is not possible to
accurately assess future radon concentrations in buildings before they are constructed'
Accurate tests of radon concentrations can only be made when the buildings have been
completed. Because of this, new buildings in moderate to high radon areas are often
designed with provisions for ventilation of the lower enclosed areas should post
co nstruction testing show unaccept ab le radon concentrations.
Surface Drainage/Grading: The grading plan for of building sites should
consider runoffthrough the Project and not allow New grading should not
impact existing drainages or reduce mitigation provided by the irrigation ditch and should
consider potential flooding impacts.for the
prior to construction.
Job No. 109 0164
We should review site grading plans
cÆtecfi
Chris Janusz
February 5,2009
PageT
Limitations: I'his study has been conducted according to generally accepted engineering
gcology principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and reconxuendations subrnitted in this report arc
based upon the data obtained from the field reconnaissâflc€; revi€w of published geologic
reports, aerialphotograph interpretation, and our experience in the area. This report has
been prepared for the exclusive use for our client and is an evaluation of the potential
influence ofthe geology on the proposed development. We are not responsible for
technical interpretations by others of our information. Additional study will be needed if
additional debris flow and flood, and rockfall mitigation is proposed. As the project
evolves, we should provide continued consultation, conduct additional evaluations and
review and monitor the implementation of our recoÍtmendations. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein.
If you have questions or if we may be of further assistance, please let us know.
Respectfirlly Submitted,
HEPV/ORTH - PAWLAK GEOTEC}INICAL, INC
E.I.
Engineering Geologist
Reviewed by:
Steven L. Pawlak, P
SWR/vam
a
É"
TF
a
5 2212
î /"
L.
e
c.?
ata
Job No, 109 0lóA
cåFtecn
Cluis Jalusz
February 5, 2009
Page 8
References:
Dubiel, R. F.,lgg3, Prelíminary Geologic Radon Potential Assessment of colorado in
'
Geologic Radon poteniial EPA Region 8, Colorado, Montøna, North Dakota,
south Dakota, utah ønd wyoming: u. s. Geological survey open File Report 93-
292-H.
Frankel, A. D. and Others ,2002, Documentqtionþr the 2002 (J.pd1te of t(^National
5"¡57nic Hazard Maps; u. S. Geological survey open File Report 02-420'
Kirkharn, R. M. and Rogers, w. P., !985, Colorado Earthquake Data and Interpretøtions
]867to1985:ColoradoGeologicalSurveyBulletin46.
Kirkham, R. M. and scott, R. 8., 2002,Introduction to Late Cenozoíc Evaporite
Tectonism and volcanism in west-central, colorado, in Kirkham R. M., scott, R'
Kirkharn, R. M., Streufert, R. K., and cappa, J. 4., lgg5, Geologic Map of the Glenwood
springs Quadrangle, Garfield county, colorado, colorado Gælogical Survey
Open File RePort 95-3.
Nelson-Moore, J.L., Collins, D.8., and Hornbaker, A.L.,1978, Radioactive mineral
occurrences of Colorado: Colorado Geological Survey Bulletin 40 (reprinted as a
CD-ROM,2005).
soule, J.M. and stover, 8.K., 1985 , Surficial ceology, Geomorphology, and General
Engíneering Gáotoglt of Parts of the colorado River valley, Roaring Fork River
Va\ky, onlAd¡o"""it irror, Cir¡eU County, Colorado: Colorado Geological
SurveY OPen-File RePort 85-1'
Job No. 109 016A c$tecft
Garfield CountY
Community Development Department
to8 8ü street, Sulte 401
Glenwood SPrings, CO 81601
l970le4s-82t2
www.garfi eld-countv.com
TYPE OF CONSTRUCÍION
L New lnstallation E Alteration : tr Repair
i E Non-Dgmestic
a'
1
l
I
WASTE TYPE
E Dwelling 1
E Other Describe
E Transient Use tr Comm./lndustrial
INVOTVED PARTIES
Phone: I Vul '? 4 F-¿a llProperty Owner:
Mailint Address:
r"4
.JL LI a þ/ I'¿'l Þ2- l;L¿S ?0 ,/ L6l
Email Address:¿ ll't l;¡¡t<2, tZ> Ê a¡zAlL t ê¿)f',
Contractor:nnÈ NL,/AIE Phone: {.-}
Mailing Address:
Email Addressi
tcË s|'r/ê þÈrtLA c)s'nttì1,¿Phone: Ú?o | 'tL'? ' u2-',2
Mailing Addressl 3?F ¡,¿/ llÈ Ð ñ-totË ßù
Email Address:,ôS i-bp 4 ¡¡ , Cþþ7 "
PROJECT NAMEAND TOCATION co 6ôtJob Address¡tl./rt¿'"v Src
Assesso¡,s parcel Numbe¡. .7 tgr erlglØgsub .fr441)sz,bt 2n elock-
Building or Service rlpe; 5 'NC ¿"8 FP, r.-l + âtr (,1 SBedrooms: 4 earbage Dlsposal(Y/N) |
Distance to Nearest Community Sewer System ît/EîT DF ¡Jt'¿Y a2_
Was an effort made to Gonnect to the Community Sewer System:6t¿l
Final DisposalbY Ü Absorpt¡on trench, Bed or Plt E Underground DlsPersal E Above Ground DisPersal
E Evâpotransp¡retlon E Wastewater Pond E Sand Fllter
E other
Water Source & TYPe ! Well E Spring E Stream or Creek ; tl Cistern
t
E CommunltY water System Neme
wlllEffluentbedischargeddlrectlylntowatersoftheState? E Yes I No
ONSITE WASTEWATER
TREATMENT SYSTEM
(owrs)
PERMIT APPLICATION
E other
Compost¡nB To¡letE Vault PrivY
E lnc¡neret¡on To¡let
E SeptlcTank E Aerat¡on Plant
E Recycllng, Potable Use E Recycling El p¡t Pr¡w
E vault
tr óhemicalroilet
Type of OWTS
Percent Ground SlopeDepth to ltt Ground water table
--
Ground Conditions
Effluent
CERTIFICATION
Appllcant acknowledges that the conrpleleness of the application is conditional upon such f urther
mandatory and additional test and reports as may be required by the local health department to be
made and furnished by the applicant or by the local health department for purposed'of the evaluation
of the applicatlon; and the issuance of the pernril. is subject to such ternrs aild corrditions as deemed
necessary to insure compliance with rules and regulations made, information and reports submitted
herewith and required to be submitted by the applicant are or will be represented tò be true and
correct to the best of my knowledge and belief and are designed to be relied on by the local
department of health in evaluating the same for purposes oÍ issuing the permit applied for herein. I
further understand that any falsification or misrepresentation maylesult in the deh¡al of the
application.or revocation of any permit granted based upon said a'pplication and legal action for perjury
as provided by law.
I hereby acknowledge that I have read and understand the Not¡ce and Certification above as well as
have provided the required information is correct and accurate to the best of my knowledge.
4 *l I - ¡gHA
Property Owner Print and Sign Date
Þ.lLT.oD)l3ror, +lzofit
OFFICIAL USE ONLV
Speclal Conditlons:
Permit Fêe:ftï.oo Perk Fee:
êNe.
Total Fees:
l29.oo
Fees Paid:
l23,oo
Building Permit
hwr-qu?l
SeDtic Perñlt:s€oT-6t32 lssue Date:Balancer"",
ø
BUILDING/ PTANNING DIVISIoNI
Slgned Approval Date
33 FourWheol Drir€ Rd
Corðondole, C0 NlOi
9tû-3û9'5259
Aprll 17,2018 Project No. C1369
Chris Janusz
omiFnçse1 ?3(ôsmail.com
Subsurface lnvestigation and Onsite WasleìÂ,ater Treatment System Deslgn
4-Bedrcom Residenca
3644 Hruy 82
Garlleld County, Colorado
Chris,
ALL SERVICE eeptic, LLC pedormed a subsurfaco lnvestlgation and completed an onsite wastewater
tr€etm€nt system (OWTS) dósign for the subject resldenc€. The properly is located outside of Glenwood
Springs, ln an area where OWTSs are neceesary.
Legal Descrlptlon: MBL HOME TITLE: 248714809 SERIAL: STFK'10WP85'|5CU YEAR: 1959 MAKE:
DETROITER 10 X45 SPACE: O
Parcel lD: 2185-27 144427
SITE CONDITIONS
The property ls cunently developed wlth a mobile home. Tha moblle home ì#lll bE romowd and replaced
wm i j.¡eäroom, modubi, $¡n0t€-fam¡ly resldsnce. The oxlstlng OWTS componsnts wlll be propedy
abandoned.
There ls a prlvato well located on the properly. The new septlc tank will be located greator üar 5O-feet
fiom the pròposed sopt¡c tank and greeter than 100-feet fiom the proposed soil lreatment area (STA).
The property slopes to the southwest wlth a moderate grade. There le a fairly level area where ws have
propôsed the 8TA. The slte ¡s v€getated wlth natve grasees and bushes.
A dltch in a culve¡t ls located app¡oxlmately 80-foet north of lhe proposed STA. There is also a power
pole in close proximity to the proposed STA. A m¡nimum 1O-foot sotback wlll be maintiained fiom the
þwer pole to the STA. A min¡mum lO-foot setbacft wlll elso be maintained fmm the STA to the Prope¡ty
boundary.
SUBSURFACE
The subsurface was investlgated on Aprll 13, 2018 by digging one soll profile bst pit excavaüon (Iest Pit).
Space on üre proærty is llmlbd br multlple Test Pib. A visual and tracüþ soll analysis uras complet¡d by
Garla Ostberg.r
The materials encountercd in ü¡e Test Plt #f consistod of rcddish brcwn loamy sand to a maximum deptt
explored of 7-feet. No bedrod< or gpundwate¡ was encountemd,
tCarla Ogtbsrg holds a Certlûcate of Attsndance and Examinaton lrom tha CPOW Visual and Tacüle
Evaluaüon of Soils Training.
Page2
A tactile analys¡s of the soils was taken from Test Pit #1 at S-feet below grade. The soil formed a ball but
did not form a ribbon. Soil structure shape was single grain, soil structure grade was moderate, and
consistence was loose. The textu¡e of the soil was gritty.
STA sizing is based on Soil Typo 1, Loamy Sand wittr granular sbucture type and moderate structure
grade. A long lerm ecceptance rate (LTAR) ol 0.8 gallons per square foot wlll be usad to design
the OWTS' in accordance with Table l0-t Soil Typa I presented ln the Garfield County On.Slte
W¡¡lewale¡ Treatmont Syslom Regulatlonc, adopted Aprll 14, 2014.
t :!:',+'. l. ,ol'*{t i)
,:...å
I
"¡il.
sample
DESIGN SPECIFICATIONS
The existing septic tank and STA will be abandoned ¡n place. The septic lank must be collapsed and
remaining void filled with gravel, sand, or compacted soll.
Do¡ìgn Calculalions;
Average Deslgn Flow = 75 GPD x 2 people/bedroom x 4 Bedrooms = S25 GpD
LTAR = 0.8 GPD/SF
525 GPD / 0.6 GPD/SF x 1.0 (pressure dosed bed) x 0.7 (chambers) = 460 SF
The new OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be
used.
The installation must include a 1S00-gallon, two-compartment concrete sêpt¡c tank with an OrencorÐ
ProPak and PF5005 pump in the second compartment. The septic tank must be sel at an elevation that
allows a minimum 2Yo Íall l¡om thê house sewer line and a m¡nimum 1% for drain back of the pump line
from STA to the septic tank. Floats must be set to dose approxlmately 75 gallons per pump cycle,
allowing for approximately 4 gallons of drain back afrer each pump cycle. The control paneL foi the
pumplng systom must be locatod within lin€ of sight of the septic tank. W€ ¡ecommend contracfing with
Valley Precast out of Buena Vista for start-up of the pumping system.
Effluent wlll be pressure dosed through a 1.5Jnch diameter pump line from the seplic tank to the STA.
The pump line must have a minimum 1% gra<te for proper drain back into the pump ohamber of the
septlc tank afler each pump cycle.
The STA will consist of a chamb€r bod wltr four rows of 10'Quick 4' Standard Plus lnfiltrator@ chambols
for a iotet of 40 clrambers and 480 square feet of ir¡ffltratlve arca'2
Effluent will bo pressur€ dosêd to a l.$inch diameter level manibld and l.$inch diameter latenls' which
rüib" ftung ",ittr
zip ties from the underslde of the chambers. Letorals will have 5/32'inch diameter
ıtiir"iì""iniup, witti ttre exceptlon of the first and last holes faclng dounr for_drainage' We recommend
Or"n.oO Oni"d bn¡eru. be pla'ced on tho doìi,nward fadng orlfices. The orificas must be placed 2-feet
on center. Each latsral musi end in a 90 degree ell facing up with a ball valve for f,ushlng. Valves may
¡" pf"J¿ ln a valve box, aocessible ftom grade. lnspection ports must be placed at each comer of the
chamber bed. Ports may be cut to grad6 and coìreÞd with a valve box for access.
The component manufac.turers are lypical of appllcalions used by contractors and engineers in this area.
Altematives may be considered oi recommended by contracting our_office.. ConsÙud¡on must be
ão.orAi"g to eámef¿ County On€lte Wastewabr Tleatnent System Regulations, lhe OVVTS Pe¡mlt
provlded-by GarfieH County Bulldlng DeparÙnent, and lhls deeign'
REVEGETATION REQUIREIIENTS
An adequate layer of good quality topsoll capable of supporting revegetalion_ shall be placed ovgr thq 9¡!rc
orst¡rbgü ar"a of thJOUffS ¡nóta¡tàt¡on. Â mbttup of naüvs graso seed lhat has good soll staHll¿ng
"ft"rA"rgt." lUut witnout tapmts), povldes a maximum transpiralion ra!e, and competes well wih
iucıssional epec¡es. No trseå or stiruÙs, or any vegetatim requidng regular lrltaüon shall be placed owr
ifrj Sf¡. Unüi vegetration is reesbbliÊhed, ercelon ãnd sediment contÞl measur€s shall be lmplemented
and maintained oñ slte. The ownet of th€ OWTS shall be r€spons¡þle for maintaining proper vôgotâüon
covor.
OPERATION INFORMATION AT{D UAIT{IENAI{CE
The property o¡ynsr shall be rcsponsible for lhe operation and maintenance of each OVìITS seMcing lhe
propsrt!. fne property o,vner ia r€sponslble bi maintraining seMce conbacts br manr¡fucû¡Ed units,
atemattng STRs, and any other componenb needlng malntenance.
Geo-fabdcs or plastlcs should not be used over lhe STd No heavy equþnent, mac*rinery, or matedals
;h*E¡" pbced on backfiiled STAs. Livestock should not era.z9 o¡ _[e-ST]. Plumblng ffxturcs should be
ched(€d b snsure that no addilionat water is belng dlsdraqed to OWTS. For example, a running tcilet or
leakyfaucet can dlsc*rarge hundreds of gallone of waþ¡ a day and ha¡m a STA"
lf an ffiuent filter or scfeen has been inslalled in the OWTS, we rccommend thls f,lter or scresfl be oJeaned
ãnnuãi¡i, òr as neoded. lf lhe OIIITS conslsts of a prcssurlzed pump s)rsþm, u€ recommend he laterals be
f,ushod annuall¡ or as needed.
The homeourner should pump lhe sepüc tank every two yeersr or as nooded galtqed by mgsufEment of
iojl¿r ¡n trâ t"nk. Garbale disposal rise shor¡ld b€ mlnlmlzsd, and nonåiodegradable materials ehould not
¡ã pf"."O in6 *'e OWTSI Greäse should not b€ placad in hou¡ehold drains. Loading ftom a water sofrerrr
ãñdufO not be d¡schårg€d lnto ûre otüTS. No hazadous wastes sttould be directed into lhe OWTS'
Medranical ¡oom dreinJshould not disclrarge into tre OWTS. The OWTS ls engineercd br domestic wasle
only.
Pagc 3
2 ARC 96 ohambers may be uaed lnstead of lnflltratoíD products. These chamber¡ are slightly largerand if
used should include 4 rows of 12 ARG 36 chambsrs.
Pago 4
ADDMONAL COIISTRUCTION NOIES
lf design indudes a pump, weep hotes muet bc lnshlled lo allow pump llnes to drain to minimize rlsk offñTz¡n9. Tha pump shall have an audible and vleual alsrm noffióat¡oir in the event of excasslvely hlgh
water conditione and ehall be connected to a contol b¡eaker separatc fiom tlre high water dam -Oreeter
and ñom any otherconùol system circults. The pump system sha[ have a ¡wltch-go ne pump can be
manually operaled.
lxcavqtlon equipment must not drive in excavaüon of the STA dus to the potentlal to compact soll.
E¡<tensions should be placod on âll septic tank compononb to allow accoss toihem from existing grede.
Baclfill ovcr tho STA must be unifor¡ and granular with no matefal greater lhan minus &lncfr.
INSÎALLATION OESERVATIOI{S
ALL SERVICE septlc, LLC mu¡t vlew the OVì/TS during oonetrucillon. The OWTS ob¡ervaüon should bôperformqd before þackñll, afr€r plac€ment of OWTS-componÊnts. Seplic Þnks, disfibu¡on devlces,pumps, doslng slphons, and oher plumblng, as applicable, riust also be ôbeerued. ALL SERVICE septic,
LLG should bo notlfed 48 hour¡ ln advanci to obiårue the lnstalleilon.
LIM]T9:
The deslgn is based on information submltted. lf soil condltlons encountered are dlñerent f¡pm condlüone
deecribod in report, ALL SERVICE septig LLC should be notifed. All OWTS conslruc{oñ must beaccordlng to. the county regulations. Rsqu¡r€menb not specifted ln thls report must follow eppllcablscounþ rcgulatlons. The conlractor should have documenled and demonstrated knorrledge'of theroquiËments and r€gulations of the county in whictr they are r,rroftlng. Licenslng of Systems Cãnhactors
may be ]squlrôd by county regulaüon.
Please call with quesüons.
Sincerely,
ALL SERVICE septic, LLC
Reviewed By:
,isl\
Carla Ostberg, MPH. REHS Richard H. Feta
,tÍi,.',l¿L t'5iL),3 38öôå
purrp sCeclion br a Pr¡ssufized sysùm -slngle Farlty Rosuonce PrcJed
C1369/JanuszRælderre
Dldsl!ÁsedtYsã
TrûtFütút
TdrlûlF!¡Cb
rû4ûlllrsb
DHlr¡pVád\td
rih&úrtl
t/t Ëdlrúr
rffiÞcb
ilr¡üÞS
NúùEdLdFCd
l.dtrgh
l-dftêCb
L#ñesb
Orbsb
o¡æSdE
RdiHd
Fbrlit-
'AddtFÉllæ
c.lcuhtlon¡
l¡üíunturmáFob
NûrÈEúrttFkE
TtFbrRrårzrÞ
Nurirdtå*fZrD
%FhrDiÊEgl{-dû-s
Ts¡ettCEÙ
l-*ses
lqpffqdìDbdûp
IGhTEEFt
16tEdtwr
t6hùd
16hLd
tsfn¡þFlqf,rt
'ÂddFÉì|ff
2m idB
5fd
/{)
'f50 ÉB
N@
10H
0g
4
1n dE
4.OH
¡D
1Ð idE
@ irtË
2â
5B
Nm Bt
OH
140
120
100
068 ql¡
8tgi tCi
4
16%g0 t8
ooE
IâF
tto6
I
I
E
E
ô
E
P
60
4û
28
P¡rìbkmr¡
trlnlnur¡ Pumo RoqdÉmentt
5ll qlr
t3H
6!i å€t
6tÌ H
00 ¡ú
04H
{t2 Éd
ll¡t trt
00H
3¡É09 s*1ô0 É2t1 ú
'10 20 30 40 50
ll¡tDbch¡Oc(gpm)
60 70 80Wúllfwttlü
\¡Udl¡ffi
\iCdLËFzût
Td\ôm
D¡ÞrFbâ¡R-
TüDitEbHd
€
Pun¡Drt¡
tSHþhHdÐøû¡¡P
¡DcPttr¡Hp
lltßol gtæ\¿ÐСVgrlz
t5ø¡H¡ûHdEf¡rPìÍP
slcFi¡,3{HP
ttt tgt*/q,'¡øræt3,sHz
FFÐtHbhHdÊlãrR.rP
SGFTÂ1HP
2Nßt&,'J,ðtstarlz
tmt6H$HdÐrlRrP
SGFi¿ttl¿HP
zNþqrzurtø6r12
om¡cc 6¡¡lqrn¡'
I
:
.1
.:.
It
;ti.
'1i
Jt:
I
l
I'
..
- :.'
l'
tì'r:lt)!.iir'll
$t
t
tt--
t,'::
t,a
:l'::-1. \|
:" I
._1..1.'l:1"
al
¡ -.ì.f,I
l
,t
t
СtnCG -
R¡pcw ,,.
ÞlrpoÉrd RsgB
OrqågtrÛl i,j
ÐdtìFÉt O
PERSoI{S/AEOROO+,I r 3 BÊOROOI¡S +
GATLONg
IA¡IK:
,l BEORooilSr I2sûGA¡¡ONS 2l'ß
USE COaICREIÊ SEFflc Sdls; 1'. aO{
TAITI(WTTH SYAIEM
SOIL TREAIIúENT
LOI'¡G IEtr r R)=0.0GAU80FT
CAlcUL 'rED 9lA. qrL / 0.8 . ô56 SF
ÞRESSURE ooSED BEo =
CHAÀ,IBÊRS . ô56 SF X 0,,
CIIAMBERS
lO !656 SF
, 12 SF / C¡lÂti.lBER ¡ S0
GRAVELLEES CHAT'BER BÊO
4 ROI,ISOF 8EO
ÎOTAL
\\,.
.\
\
\\.
\
\
EXISIING
AND 3TA
to Mr,¡.1ô
LINE
tHE LocÀll(}{ oF
sHouí{ ARE t¿OT
LOC TIOI'lgTO ÊNSURE
LOCAI|ONg
0{r
{rltllt
¡il Foú mr| Ddv¡ Rd
Cr.öond.L, Colonao 6tû2t
Plpm tt0.3m.lãg
arlrü¡túNlrypüom
Janusz Rssldemå
36aa Hþh$ãy 02
Orhld cdnty, CobEdo
PÞ¡d Nlhb.x C1369
Oúi Olrlt ll I \
Dsrflrd'r¡*.l WfhRrtffiSy:8fld \
oridr¡v: Nr I gu r or¡
lESlçü
,a€EDROOII REslDlllcl
f¡5 GAUPÊRSON/DAY x 2 PERSoNS/BEDRoOM x 3 BEDROOMS +
75 GAL (4TH BEDROOM)I
WASTEWAIÉR FLOW =626 G LLONS r
TANK:
4 BEDROOMS: MlN. 12504A!LONS
USE ISOO€ALLON, TWGCOMPARTMENT CONCRETË SEPTIC
TANK WITH ORENCO PUMP¡NG SYSTEM
o204û
Søle; 1" o,lo'{f
SOIL IREATMENÌ AREA (STA):
LoNG TERM ACCEPTANCE RATE (LTAR) = 0.8 GAU SQ FT
CALCULATED STA = O/1ÎÀR = 525 / 0.8 = 656 SF
PRÉSSURE DOSED BED = 656 SF X 1.0 = 656 SF
CHAMBERS = 656 sFX 0.7 =460 SF / 12 SF / CHAMBER = 39
GHAMSERS
GRAVELLESS CHAMBER BED
4 ROWS OF 1O 'OUICK 4'CHAMBERS IN BED
TOTAL 40 'oUICK 4 CHAMBERS
\t.
\r,
\rr \'.À\
ist.\\
\\\r\ì\
ÉXISTING TANK
AND STA
\
t\t.,
\
s,.'10'MtN. To
. LINE
\..\
THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS
SHOWN ARE NOT THE RESULT OF A PROPERÍY SURVEY. THE
LOCATIONS ARE APPROXIMATE. IT IS 'T}IE HOMÉOWNERS DUTY
TO ENSURE ALL CONSTRUC]]ON AND IMPROVEMÊNÍS
LOCATIONS ARE ACCURATE. ALL SETSACK DISTANCES SHOULD
BE CONFIRÀ¡ED PRIOR TO EXCAVATION.
DRAWNGS MUST BE USED IN
CONJUNCTION WTH DESIGN
LÉTTER DATED O4f7l19
/^ cHAMBER DETAILSLá're
¡
\--i-'\
4.-
F-
---+-=
rÌ
RESIDENCE
E
rE
L
e
\
ê.
r-\ POWER
ta 1o
lL[
$fittff
33 FourWtɀlDrive R@d
carbondsle, Colo¡ado 81623
Plþn. 970.309.5259
€rls@allæMcesptjc.cm
Janusz Residence
3&14 H¡Ohwry 82
Garlþld Counv. ColoEdo
PrcledNumben C1369
w1.0
Dât€: O4l17/18 I
Oæignèd gV: CBOI
Rdlew€d By: RHd
DremBv:ANM I 6h€€t I ol 4
SHED=Fû510.Scû: 't'-í0.{f63.2'NEW 4" DIA SDR-35 SEWER LINEw/ DOUBLE-SWEEP CLEANOUT.TIÊ INTO Ð(lsNNG SEWER LINE.'\\ NEW ísoO€ALLol'l,I.5" DIA SCH4O PVC SIJSPENDEDLATERATS W' ã/3? DIA ORIFICESFACING UP ? O.C. FIRST AND LrrsTHOLES FACE DOWN FORDRAINAGECHAMBER BÊD. ¡l ROI,VSTWO-COMPARTM ENÎ, CONCRETESEPNC TANK w/ ORENCOPUMPhIG SYSTÊMoF l0 = ¡O CHAMBERS =480 SFINSPECTION PORIAI EACHCORNER OF STAI,5' DIA SCH4O PVC PUMP LINÉ(MIN. 1% DRAINBACK TO TANK) TO1.5f DtA SCH-40 PVC LEVELMA¡IIFOI.DIIIEACH I-ATERAL IN A gOPELBOW FACING UP WIÍH A BALLVALVE IN A VALVE BOXACCESSIBLE AI GRADE FORFLUSHINGVújt (-2r\a/IPROPCSED OWTS PLAN\i,¡--F:fd-?OúÐt o4l17/la Ioæ¡smd ar ceolR€vi6red By: RHPIolamBEANM Iw2.0StEl2 of ,rJanusz Residence364¿ Hlgtffiy 8i¿Gârt¡6út Cdnty, CdoEdoPE*dNumbori C1389ûLL$ffifl[t33 Fer Whæl Driw RosdCaròondalg, Colùado 81623Phom 970.909.5259ødå@sllwio.sedicm
1.s' DIA SCH.40 É/CLEVEL MANIFOLDl.s'DIA SCH-40 PVC SUSPENDEDLATERALS WITH 5/32' ORIFICESFACING UP 2'O.C. FIRSTANDLAST ORIFICES FACE I'O\¡VN FORDRAINAGÊ1.5' DtA SCH40PVC PUMP LINEFROM PUMPCHAMBÊRPORTAT EACHSLIP-ON PVCCORNER OF STAOO NOT GLUELOW PROFI-Ë ENDINSULAIÉDCAPSTRACERwlnÉFINISHED GRADËINFLLOWTRATOR(R) OrJrcK(fM)PROFIIE CHAMBERS,3x4',I'DIASEWÉR LINE¡!0 CHA¡I¡BERSEÌtD ÊACH LATERAL IN A 90'SWEEPING ËLL FACING UP WTHA BAII VALVE FOR FLUSHINGZ\ SÏA PLAN\v"%,/ã CLEANOUT DETAIL\9¡-.-.----TrffiFLUSHING ¡SSE},IBLY4" DìA SOR 35 Fr'CINSPECTìON PORT ATWTH NATIVE MATERIALEACH CORNEROF(MUST BE MINUS 3-INCH MATERIAL)OR IOPSOILINFrL'ÍRATOR(R)OUlCr4f nt¡) LO/V PROFILÊCHAMBEFI,3X4SMÀI.L VAIVE COVERBOX OR IRFIGA'ÍIONVALVE SO(ATGilBECAP OR THFEADEDCLEA¡¡OUI ASSEMBLY4æMPAfrPVC PIPE CUf 10I.5' D¡A SCH-4O PVC SUSPENDEDLATERALS WIîH 5ß? ORIFICESFACING UP 2 O.C. FIRSTAÑOLÀST ORIFICES FACE DOWN FORDRAINAGE. SUSPEND WITH ZIPTIESBASE TO SUPÞORTBOXFITEXTENTUSE HOLË SAW fT)CUT THRU TOP OFEXCAVAT¡ONO#:04/1718 Ioe¡¡snod er ceolRryiil€d Br. RfiPlDEMBv:ANM Iw3.0Shôst 3 of,lJanusz Res¡dence36,!4 l'lighwey 82Gâ,f¡6rC Cour¡ty, CddrdoP6jêotNuilb€r C1@f,u.$tfilllil '33 Fôur\¡l/hæl Drl@ R@dCárbo¡dalo, ColoÉdo 81623Phonå 970.309.5259carlâ@dlsoM@pdc.æh
FINISHED GRADE'O'DIA VALVE BOXWTH SECURSD LID1,5' P\r'C SLIP X MALEPIPE THREAEAOAPTORW}P24'MrN.DIA BALL4" DIA SC}i.40 SEWER UNE(MrN 2% SLOPE 10 TAI¡K)Æ,.",_"VALVEDtA SCH-|O P\rCSCREENEDBEDDINGLONG S1/VEEF 90'SLBOW3'MtN-El.D CAPVALVE ECCENTRICTOCENTER OF VALVE BOX1.5' DtA SCH-|0 Fl/CSUSPENDED -ATERAL/:\ lRÊNCH DETAIL\rr-----'-----ErrErã FLUSHING ASSÊMBLY\¿/-'------"--'-SOIL PROFILETESÍ PIf NO, 1I23REDDISH BROWN LOAMY SANDu@EIFdUo567NO GROUNDWATER OR BEDROCK ET€CTJNIEREDDURING IRACK HOE EXCAVATIONLEGENDF¡.ì læmyI10/ãSOIL LOOâ\SOIL LOc\@Dôte: 04/1718 IOæ¡gnedev: CSOIRdiðd By: RHPIDlaMBV:ANM Iw4.0Shæt 4 of 4Janusz Residôncå3e44 Hlgtway 82Garfeld Cou¡ty, øorddoPÉlæt Numbqi C1369f,lt "i.$lfrfltl'' ,,33 Fúr wl¡æl Dri\€ RoådCarbddâþ, CdoEdo 81623Phoe 970.309.e59cdla@âlbeM6êFlhæm
tte¡r¡ t$
15oüT-UG¡¡-t{bl
{5üü üallan ToP Seam
Twtr GomPartment
wlth HlSh llsad FumP
ALLOWABLE BURY
(Eoled on lthtor Toblå)
wAfER T ñ-€
û-o'f-0'
1'- 0'J-d
1-0'4.-o'
y-0'¡t' - 0'
DRY d-o'
13,2'
3ry*ffi p.dorw¡trc. t¡lt P* Aslll
cl227
¡ lop ¡urfqcc oraq 62.J5 ltr
r fc C 2E do¡a; cmcrctc - 6,000 PSI
Mln.
lnddlstl¡o¡-. lonx to bc nt m 5- ''lln' Eond bcd ü
. î!i*t[lt Þod(tll.d unrotmlv on oll
!ldc! ln llftt lccc tàdr 2¡+' ond
m*honicollv cmooctcd¡ E:rcowt¡d rilotrlil msY br uæd lor
boc¡fll, Provld¡d lorg. ¡ton.l or'
r6moËdo Litoorttlm ùdld b. dcûotsôd ond
afik flil.d slth üotú prlor to brlng put
in rlru:ai td lnltollotiôn s¡th rotaf
toblc læ¡ thon 2' bllor grodo
. uãir G1644-o8 for ¡.sn¡crl conncctor¡
. intct cnd Outlcl ldutll|rd obow plpc
. D.llwrcd conìplct. rlth htcmol piplng
. P\æ rltcrr ovolloÞll. 'sccondqry ßfcty ¡øál¡ owlloblc rith
Pvc rlrr
î
i
E
tr¡a(
-:..'.:-"--!1?-¡
Top
Vlew
24'Mlnknum
t5R¡ö..
Ufh.5,-",.
\",
,1
:
ti
Præo Lqnl8Sldf¡gorrdt¡¡r
çrlyþlldd. EJrtprnÞ¡yúmbmrhbhnfimrt a. cfid.¡håUal(u¡lr¡,Plr¡.1,tlnrlllt¡ndl6{Petoardn}
'Smrþrælúrcð otthbbla¡maþúotw.pl| r Golldrlrurmt
Dl99ln9 SPscs lnnrt Dlmadonr Nat CoPoclty Nct Walght
Mln'
lJ, Long x ô' Wtd. tn!.t Outtrt Llngth WfOtf, f'1.iir,t lnlåt SldG Ortlêt Totd - - U-d .-fon! Iqlgl
56'bdor intrt 75' 131.- 6E 02' 1OO2 9ol 507 gol 1509 gol 3600 lbs lll80 lb¡ 1¡i980 lb¡
Sedlon
Vlew
2ff050o.Flrl317(ttti3Sö{?ú,f p.O.g",æs
q¡su\þ'COü2f i
f'-Ði: (719) 39Æ^{/Tn '
Wo!¿lb: wr*v.valleYPw¡toorn
E¡ndl: fontdes¡<@r¡nlþVPrs€åfwrt
W¡rter&
llrilt¡w¿{år
"S¡¡ttema¡ PÉducts
PRICAST¡ lto. 'ssrvlco
Dor¡ble Walled PVG Ri.Eer & Lid Opüons
Poly Ud
(Strüo lo.d bstod b ft00 tb.)e Sldd n¡¡l¡t¡noc n¡frae Avrllablc h grcnr Hlghcctlcvcl ofWprobcdonlnduùdr lndudr¡b¡m g¡*rtñ?drflilrrd
wtfrüdrt¡pCtcaümr¡ lndudærqtnrrddvrrcrar¡bdlüoour{p
umuthodzcdonûyo lne¡l¡üon panC¡ ¡drbvc R-l0lnruleüon llrüng
11,r4-rrzr-r. a-lzr-n¿-f. ¡-r.¿l!
--
?of Ina¡húlon
Strndatd
Orcnco o DunaFlboril Aooess Llds (FtD)
Nd næmmrnd¡d for v¡hlqlrüdllc
?A'rutd¡!0'Dlemr8ro Solirl, ncln lnfi¡r¡d fibrrglg. cor$Ûr¡cüon. æ,0(X¡{bbËeHl¡etengüt¡ Sturdardgrucnorbrcruncolan¡ Avrlhblcrdth orwilhor¡tuldmclHgnokdr Av¡llûl¡wlthcsüonlllffionr 4 ddrilc¡¡ ¡lccl fldr¡¡d rodrrtcg ¡s¡*r & lrcx
ksyu,rlndt
a lmulfed lH¡rvdlabb -? q{
lnæËüg,støw¡¿üteewiasDouble Walled PVC Rleer
¡ AvallaH¡ In 2{. rnd Ef DhrËhr¡ Cutblcnür Sold ln+l-2.lncun¡nb¡ Mrdbccr¡tbrtw.mdb.
W¡f¡rE
Ullr¡hr&rr
r Syeteru
¡ftodudg
¡lno. oSerylæ
ræ1305{rr{ ffigter
Frx f/19) 39ôS7? BsEVldq oo81ãl
tl$rb¡]b: wruvdloyprocastærn
Þn¡ll: nonUæk@ua¡¡Eypr€cåst@rri
o
PRECASI
Biotuhe@ ProPalt PumP PackagetM
Orenco
60-Hz Series PumP Packages
a:rÍl¡ol llancl
General
0re0co! Bl0lrbê3 ProPak " ls a complÊte, intêgrâÌed pump paci{age for
filtering ånd pump¡rg elfluent lrom septic ia¡ks And ils pålen'ied PUmp
vault lechnclogy rl¡nin¡lcs thc need tor sepäiâtÈ dosing tanks.
Tfl¡s documùnl provides detäilcd informafon on the ProPak plnp vault
and fiher, 4-in. i100-mm) 60'H7 ludrine eflluenl pilrnp, and csnlr0l panei
For m0re informaljon 0n olhef ProPak c¡mPonents, see lhe lollowing
0tencc lerhnicai docutnents:
t fìoat &vilclt Assenhlies iNSU-l'rlF-MF 1)
' Ðischarge Assent iþr iNTD"HV-HV- 1 )
' Srllce Soxes (NT0-SB-SB'1)
. E¡'ternat Splice Box {NTD'SB-SB'1}
Applications
The Bioiul¡e ProPak is designed to lilier and pump eflleì'¡i t0 ejther
gravity 0r prcssiirþêd discharge poilrls. l1 is intended for i:se in a sepiic
l4nk (one- 0t tlvo-9o[ìparltuutr0 atrd uatt dlsrr i:,il ilsed in a prlfip lank.
'fhe Bì01übe ProPãk ¡s cesi0nêd t0 ail0v,/ lhe efflilent illar t0 be ¡emoved
fot clêanlng wlthoui lhe need l0 rerl0ve lhB pulllp väull or pulrrp' siltr¡-rli-
lyinq se&ic¡ng,
Complel¿ packages atc ¡vailable 1o¡ ort-dcnland u lirned dos,ng sys-
lems w¡th fov/ fåtes of 20, 30, anC 50 gpïì ('l.3, 1 .8, and 3.2 Useci'
as weil æ with 50 Hz and ô0 l-Þ power supplies.
Standard Models
BPP2ODD. BPP2ODD.SX, BPP3OIDA. BPP3OTOD"SX. BBPPSOTI]Â,
BPPsOTDD-SX
Product Gode DiagramIt
iJcnra: {il¡ce l}ox
lû¡)i1,Jnäi: :nltrn¿l srli:ii
¡or. coiires slâiìdaiJii )
iìiser ii¡
íì!l irclNdÈcj
¡l¡ler inùl
¡nciirsÊrjl
ni6chariìc
tssçfrìilit
Flrit
¡râcdet
Süprcri plpe
ldrnp Ya'ri11
li¡r::1 sisn¡
flJiìLs
Itat?tl cdltt
Viri¡l :rritt þó:sS
-..La.j
BPP I
crìa
Patrlp
liqi:'d '.1._-rú
¡lr¡ìr
4-ìil 1iûll,lrlìl
ù¡otuÞf PtoPakrãr pump psckage cenponents.
- i7 ir í:.11Ùtf,qr)!,¡!li_;l: îìrrrr¡i
!:'å1r* itð¡¡lâ¡ ¡,riø¡ila atil :Ll;
- 6ì.r í172711'.iltlY^t:lt\, .]::
r rrí3rìiìì !,rl tt ttr
- triirl¿rllÈ! l;i'ü,} ai*f it
,. íÍinb:,Lri{,¡¡ri{rQl rts:rnlíi
i¿:T;: raièÌ ap!.'câl;¡li
iìC .: o¿triñft1.í+Sil!ì
it¡1 - ¡Írd.ilcsí¡¡ ¿ríilaçiÌß¿i
lll|) " lÍilred d:{q'rlg, d¡0ìi¡l l;1r?i, 812ÁeJ lm!
fià1¿i:l(ri¡itl:
fun¡jl,þtt¿ûr lt,rrn:i
2l - lttç,:,il?Usv.)
.i'l - 3tì 9rr 11
glrsgci
áa. :lìtt['132ils;'.d
å¡
sü
¿iÀr
t¡ì
I
Ìrrrbí¡e sfluc(1 PUrnt
¡]irtul".dt
,atltilg¿
ft.rt]t il1:úlal
I.ix'.1)t,: :at':t;,' r-' :.ii|!tl
--o*.o syrurr- in.. , ¿t¿ Àn¡"y ¡ve.M¿rtin, On ez4zc USA . 8tl63¡ls404lt . 541-¿59,4449 . www.0til60.êoñ llro'oPPl
Ror lL (, 0U1{
Prr. l ol I
Orenco
ProPaK" Pump Vault Biotube@ Filter Gartridge
Materlals ot Malori¡ls of Gonslructlon
Vauil
Support pi¡res
Pot€ihy¡e¡tg tilter lubes Polvetnyl¿nc
PVC Cartddqe end pì:ltes Polyurcllrane
Handle ssseùbly PVC
0inrensfons, in. lmm)
I - V¿¡iilt diðnleler 17.3 {439)Å - Cailr¡dgÊ h€¡ght 1 I t457t
{-: - litlsl holr hsight 1e (4751 f iÞlriûoê $r¡dth I 2 (305)
D - lnlet hole diarneler le;qht lr0¡es l0tälj 2 {5íl)PaÉormance
| - Vâoft iop lo support pip{ì b.âckel û,isÈ 3 (76)BíJlul)c¡ tlrssh ùpërì¡ng 0.125 ilr. (3 fld'
F ' Vüüll botlorl t0 lilter rìå{'idg0 birst 4 (t02):I0lâl filler ti¡u ãrsa 4.1 lt'?(0.4 rn1ì
ïotâl f¡lter sulace årea 1 4.5 ftr (1.35 m,ì
[rla]ilrnuíi fiÒ,v tâle I 4û llpm l8.B Usecl
'û û62 ¡!ì ¿1.6 Ðtri ,1:e, xj.rl: ay¿;l¿t:.
t
þ_B F_ ¡ __{
PrcPakrM punp vault (showr with Biotuhe Íìllër and efltuent punp) 8¡0tubæ r¡lEr caÌtldge (shilwn wtrh tbat swfion assembty)
iltD.¡tt-l
Rof,r.z, a ¡¡s¡f{ oDrco Sysloñs'ho. ,81,1 A¡ßay avü,' SuüÞrlin,0F rraTg l¡SA . 800-34E-084¡ . 541-{ı9-rl44g r r¡r¡¡ry.¡6¡¡9.6¡¡
P!!€ 2 oti
D
A c I
A
4-in. {100-mm} Turbine Etfluent Pumps
o[enc0's 4-in, {100 mm.) TurbinÊ Effluent Pumps are c0rstructsd 0f
l¡0hhleight, t0rr0si0n-resi$lant sl¡inless sleel artd engineered plastics;
all are field'serviceable and repairable wiih conlmori toois, All 60-Hz
PF Seiies inodels are CSA certil¡ed to the U.S. and Canadian safe!
standad$ for offluent 0ümps, ând mest IJL reqùirements.
Porl¡er cords lor 0re¡rco's 4-in. i1C0-mm) turbine elfklenl pumps ar€
Type SOrJW 600-V ntoto¡ cable {suiiable for Class 1, Division 1 and 2
appl¡calions).
Pump Gurves
Punrp curues, st-tch as those shovln here, cãn help you determlnÊ
the best pump for yoli system. Pump curves show lhe reiaiionship
between l¡ow igpm ot Usec) and pressur8 {T0H), prov¡ding â grrph¡câl
tepresentation of a plmp! performance lâ[96. Pumps perform best
atlhek naminal flow rale, moasuted ¡il gpm 0l Uset,
0.t3
Flow in lllgrt per seconú lUsec)
r 2û I 0g 252 3 t5 3.7S 142
lrlaterials ol Construc8on
Dißrlìã.qe;Stainless sleel or ghss-l¡lled tolrlr0pue¡e
0ischârue hearing:En g¡neer ed lhermopltl¡c {PE[l(}
ûiflüs¿asl ûla¡s-lil¡s{, PP0
lfirpelþß:Àcetal (20-. 3û gr$), l'lrryl {5O-gpmi
kruke st.eðns:Pûl!!'tpyiene
SiJrlijn cúÍìflûüliûn:_ _ __ Tqinlgt: li9.ei-
llrilr sha¡t: sul.) se'igs slaiiìle$ $ltÛi
0ùuÊlìrlil S$tÊied 30tl ser¡6 st¡inless 6l€ìel
Shell:300 scrie6 $binloss st(ìBl
Lubricanî:De¡osizsd wâl8r flrd pn¡pyle¡e glycol
Soec¡t¡côtions
43
È
mùÊ
!z'r 3Èc
'åFÈ
!
i2ì
.e
11{)
s
bE t20
È
=Ë'*
Èq
ë8ro
Ê
!
fio
l,lom, flow,
gpm (Usec)
Ltrrgllt
¡n. (mm)
Woigtrt
b {hsl
Disdrorqo lmpollûs
in., mmlnd I tu ru 3{r l0 51l 60 70
Fløw in gallons pør nintna þpn)
20{r 3) 22.51572i 26(11) 125 4
;J0 (1,9) 21 3 {541)25 {r1) 1 25
5iì (3 2l 2C 3 151 3)77 l12) 2.ü0 2
PeÍlormance
ihm. foq
Spm {Us€c}
hp(l(t'l,}Design
ûov amp¡
Fded min liqúld
cyde*hy lÉvet, i¡. (mm) z
2û {1 3r
3û {1 e)300 2Û (508)
sil {3 21
,::;::¿itd tr /!It:ri. lrPt l!|jt¿¿\.¡i, ii S i1..trì.3: s¿a, L ¿..¿3t\9:i,1, {'ta:ii,{ títsil:ttic
,$a: ¿atò 4',, 3#atrlll;î1 Lbt$r,; frit. í\¿)]r:4 abì.ûlitt ìl¡Lt, lti:iui te Lati)i¿'l tl;9'et!e
,ßst"|b1t.r:a 't!!a,-s¿ëó íJ;: aî
,',a:::tri:.t. wi:J lrt¿ is 16 stra:r: t':1';): t !11a t::ìti'¿.i
't'
3:t ,1t¿&Útitltil' 4'it4" ) lqv
',.itii
t-
orsnco srf"mJ¡ rnc. , Slil ¡¡r¡r¡y ayo,, sulfisrli[, 0R s¡a?g tlsA . üxÞr]¡64g/t5 . 6{r-450.44,19 ' w.flrngùcoíl t¡¡¡'¡PPn
[o{.1'2' 9ûlrl4
àgr3ol{
o 5 (0,34 12.3 300 1B {457}
0 5 {0.3¡ 11 I
0 5 10 37) 121 300 24 {6101
Orenco
Orenco
Gontrol Panel (Demand Dose)Gontrol Panel (Timed Dose)
0¡enæ5 P¡cPak"' de;ra¡d dcse corttioÍ panels are sprcìfically enginæreri
f0rlhe ProPak pünìp í)ackågÊ sito ijiÊ ir{eal for applications sLrch as
delrand dostng fmni s septic tank inlo â conrentìoial gravly orainfield
orenco's ProPak limed dose conlrol paneis al.o specilically er¡Eineered fcr
lhe PioPak punrp paciege ând aÍe idei, ior a0glicati0ns surn as ttiìed
cjosjng foín a seDtic tanr intc a pressurized drai¡tìeld 0¡ mOund. Analog or
digilal tìrners are ai,ailable.
Materials of ûonslruclionMaterials of Construction
l;:cirrure Uv-iesislani fr¡erqlass, i-JL lyfre 4X f¡¡closu¡e Uv-resistant lihrrgless. UL ïy.oe 4X
hi,r¡trs Si¿iiiless !i|å¡¡lírìaes Slainless slsel
f)ìmensions, in,Dimonsio[s, ln. (mml
Å inlíllx 1 1.5 {230)A - Heiflht 1 1 5 izso)
B - i¡irCllr ç,.5 {24C)I -"l,r¡{,ih I 5 l2¡0Ì
C - Depiii 54i]3ã)C' Depth 54il35)
Specifcatiorrs Specifications
Íriilel raùnû!i2Ll V -i'4 t,p {Ìi 5U iii{}, 14Â. suulc lIr¡sc. iìü l, }'arìe¡ nlt,igs 'I 2U V, 3/4 lrp {o,irtj iW). 14 À, srnTle llras¿, tjU Hz
1 Uotùr-stari c0rllaùici 10 irr¡, 1
'ìp
(û i5 t!\¡), C0 l{; 2,5 r¡iüìon cycles
at Fi-d :10 míitÍon at Sû% ot tlÂi
Duai-|.nooÊ Progf¿¡rrìmâble for l¡meû- 0r de,tìafli'dtsilìg
idigital timed-Cosing panels only)
? f)irt;.iii i2t'J 1ü 4, lìf i:,¡0lt síildì, Silu¡e f$i¿ lr.itliHfs i 2C U releai ctüli, fon {i.05 sec0nds ls 30
h0uis ¡ietata:e variablå cûntrds fof OFF ani
0i"i iime pcrioiis
120-V p'ú,¡rarimable logic uxil wilh b:ili-in LC0
scÍoûÍ ånd pto0rarnqlinil Kêys. Piû!,ides e0nlrol
fuîctiot$ and tiff¡ng for panel opcratlon
2. ¡"íùi0r-sirri c0n1¿.1¡r 'i6 F¿-4, ': ip i0 75 kl.{l. â0 Hr: ?.i fiilti0n c!'rtss
at
':¡.4
(1 0 ¡rillitn al 509í oi Ful
3. C¡rcuil ltleekers i 20 U 1 0 Â, ûi:FloN s,"'iiich. Sirgl. pDle I 20 'l
,1. TotglÊ S\..r¡tclì Sinqle-pole, cjouble-lhi'0,,r i{0Å srvit¿l'¡, 20 ¡ì
5, ÀùCìo ¿iernì gS (iB âl 24 ¡ì. (600 ilìrr, i,Jâi¡lÈ-lctë sÒtirì¡1, LiL
lype 4X
ô VisLial Àlarn 7/8-it. {22-mmi d¡anìete. reo iÊns, "Pbsh^¡r"¡ilênce"
1 20 V LED, UL Type 4X
J:.. ÁÊ:itil ii:1ìr;
jña1 9¡oYiiìlSi,nie !í)i:, ürirlil:-iiriu,t iJúA sli;ilh,2t i'\
4 Åutiìc ¿i{ail¡9¡ d9 al 2.{ rn iiiâ¡ nr:], r,ailli ti;ili; ¡r:a¡d l]l
Typ'i ix 1b Urgitei I cÈr
is¡¡i,Jri beiawì
1, Ât,riû il¿iriìì :?c l: ¡ûlü;riri¡r rural, l)ll.i lail lírruiìi siiitncl
¡elàt
¡j r,'i:;rai a¿:ir 7lä-:r, 122-m$i rii¿lrglð teû ts¡:,'PJsit-lo,si,!íìiii;,'
1 2û ij rFD iii flfìe 4X
c
o
t: ttN'j
füo
Contro I p a nel, donand-dwc Contrc¡ pane¿ tlmed-dose (d¡g¡tal îlnff nodel shown)
H|TTJ *,. OrÊnm syslsm' lnc., 81{ A¡flEy Ars., süthsdinr 0ñ s?fis us . t00-i4t.9043 . 54r-4oo-¡tas . Htrw.srenco.oom
P¡gi 4 ot a
@
X[åio
¡
1 mm00-ch4-nIser¡SePF )(
P muEtfleuntIlebemrsbus
Orencc
Applications
0irr 4-inch i1Û0-nrìl] Su¿¡;:e¡st'¡le Ellilenï PLrclps are di:sigrleC io
Ìf¿{irsp0r1 str€enrrd etl;ilerli tvr¡lh l0l/ TSS c0Ùils) lr0nì seplìc lanks 0'
sepirate cÐsirg tanks. Ali i)ur punrrs are t0nslrlrclêd tf lltiìlvt{right'
¿olrosic,n ¡es:siani sÌaillless si¿t,l and etgineerid plasìlcs' ali ate figlri-
seíi ia€:aO,? ixid reptiirâirle \'Tilh ccrr:itlltt l':t;ls; ¿¡lo all 0Û'H¿ Pl S'l¡i¿s
nru&ls;r;t; CSA ceiiÍitxl ttl ilc¡ LJ,S. anri C¿naiian safcry sJ¿nıaids ítr
cf ,L'l 't .lt rrp) t ieet ng Ul :ilqLJ r9mpfli5
û¡¿:rcc! Fíluenl Funrps are userl in a varle¡y Õf âppiirai;0iìs ìr¡tiucing
pÍessilrìriìrl ¡:ir¡irrf¡e,ds, pacrcd lr?d liliefs, rnnlnCs, aêrollìl ilnits, eflljeíìl
irrig¡licil, cfiliieni sevì/els. iletiana's, ¡agcotts. anc n:i:ra l}tt:se punips
arJllesigneo io l:e usetl ltlih ir Bi¡i¡beÛ pu¡np vaufi cr ater a secordary
fo¿incni slrlûlïl.
FeatureslSp ecif icati ons
'ío sleciry- this pump for youl'itìsEl¡ãli'1,¡ reqliie tlie loilcvlhç:
. li'lirriiili.ri"n 24'houi run{iry capabiliï) ''1i1h n0 dèïÈr¡Ûraii¡n ¡n lurlp life
or peíotrtatir:e'
. Patc¡led 1Æ-iirell i3 rnm) bypass cr:lice lc ensu¡e fiow rircirculalion
flr natcr coolir;g and lü pI¿veril aìr llinc
. Ur¡uid anC repair kils avalfalrle jtìr bslier 10.ìg tetrr cob1 ol ownersltip
. TRI-SEALT M floâiìn0 impêiler rlesign on 1 0, i 5' 20, ard 30 gpñ
i0,5, 1 0, 1 3, and 1.9 Usecl lli0iJels; tl0allnç ttáck desigrì 0n 5t and
75 gpm ,,3.2 alrd 4 7 Ltec) rrcdels
. Frarklin l-lestri¿ Sup{ìr SI¿ifilôss n01tt lated foi co:ltinl0us [se and
ireqüênl craìhE
' Tvpc 3ÛtliJ ô00-V ffolor cåble
. File'\€ai v{arra;ìtv íln llnr} (x lalruíii iiquid en'J fon da:e cf tranu
fãrlui, tgrittt del.cis i0 rlateti¿ls fi r,!olkmanship
'lhíqpfiitii. b. a-i? i3 73 ny'l t1¿i¿i3
Standard Models
SÊî sreciilO¡l¡.lns char1, pages 2-3, ft;l ¿ ijsl tl sÌ;r:¡da¡d ililrilpJ fof
â üonìplcte list ûi availabic pumps' cail 0ri:nco
Product Code Diagram
PF
/\t,:j |e-..|:ih.',! r1.:':'
1ii'- :';?.fi ii' iiu,';;,,
1¡i1Íl¡ìr
l;
Di:llteil;* iì:lneL;|Llir
** - fi;:,,l]t i,,t:i:.a)
----- Siiclúi) t'ùlitsai,ilrì
Frlr¡klin
lilì'.r¡s Lr:ii
ffinfijlc
Srpêr Si!inl¿l;s
Ìyìrìta,t
''¿ t:tl.:: tir ti¿.l r:V.ij1t
I ., 1 l¡i ?,i:t-t - ¿:.ti:
? ,, a3!i t, -. 4i,-
tiI 'ìur,li!,iI = srn¡rÊ-iula* lì0 t
1 = IIú¡e.i'r¡sË tì'l ll¿
5 = srrJ,c:¡hâ* 5û h¡
Pi'rerei oi'
Frenklin Electric
liùrsålrt¿¡r ûWl
03 = Þtr!¡ffi.liÌ
07 = li ft [t] l¡6i
l5 = l.)i'¡r¡¡{}.lt)
30 = 'J ltP l? ?,11
lili :t:¿t r.t : : t:l ?'i \". :.a:l::
:i],. illilt.ill l5 = i5il.iì
2i-t ,..2i ti 3j 3û = 30 (1 jl
,| .\tri3.2\ 75 = i5444
l-r¡ li !:r: æ
' t rait):ji'f:)tri;
t22:,: rù:ltb: iaH2 t.:t':\r! : ?:jtr[]1irjr,r¿Ì¡l!¡tl)i]il..:,. t:):l'rçai:l'.1:: t:\r':\'1,):t'i)it' :l\'¿
Ð5 -- ¿htJ
rC= 1iÊ
2tJ = ,/ llj
5t = 5liû
i0 34
lÌ 75)
ii -.0)
i3 73)
"@:.L.nEÕcg,l
Lfr2053A9¡
orsnto Stslomso lnc', 814 AiruaY Avo,, Sulhorl¡n,0n $479 USÁ .800-34S-S84¡l ' 5{1'459-1449 ' m.onncô'M llÍ)'Pu-Pf-1
¡{eÌ. ¿!¿, q) t}gJ 1 4
PsgB l ol 6
Orenco
Specifications,60 Hz fà
ËËc
É
6
€
B!l
a
ET-gE
Êv
=,Ë
E:¡
b
5
s'rtË
ËËgEË
Ê
È
T
EB,
3F
o
B
EIåËe
8g
À
R
Ê sv
ã
Éç'
T5
PF.i J0 f0
PFjJC¡712 { 5 10 lo.{it o 75
10 0.0j
l[odel
PF100512
Pl-1
PF2Ct53200
Pt30tû'12 !
PF301ü3200
0,50 (0 31 ¿Õ
2..íl 125
I0.4 10.4
qa
Iir. l
¿3.D
1U
96 I 114,n.
ln,
10 (0.6) û,å0 {0.37} 1 230 240 6.3 6.3 6 1 % ìn. GFp 22.0 16 (406) 26 (12\ 300
?3.0 {ûôc} 16 26 i12i 300
30 tl4)
208 6
C,i0*q200 ¡.¡ 1û
PFllì2012. r r.¡ 10 (0 ô) 2.00
1 0 i0.6) 1 00 í0 75) 1
1 5 ('r .u¡ (J.33 iu.2bl l
11)
230 24Q I
12.1 1?.1
240 7.5 7.6 18 i % tn.
27 e Vaq 1B (4s¡
37 {14 300
1 %in.SS 2.2t5591 4812.2t 1
20 {508)
.r4 {20} 300
19.5 {4s5} 1 5 i380} 23 300
195{4S5) 15 23
in GFP 2:.3 lli6)1B (454 25 il1l
30t)
r00
300
300
10 Í1.6¡ 2 00 (1 49) 3
r.l?03200 10 2,00 (1.49) 3
PF i503 t
.t
15 {1 .o) 0,33
20 n,3i 0.50 231)
il5
115
'I 230
3 2C0
2iß I40
'120
244
24 i6101 41
(15) 100
33 í15i 300
9l 100
GFP 27.8
23.7
20r 208 8.7 ?,7 18 in. $5 37 I t96J) 2e
12t\ 87 8.8 3 1 % in. GFp
20 0.5c
Pr20a512
PF200532t0 2û {1.3)0.r0 ic,37) 3
20
64 65 f i Yai¡.eF? 228 '18 2611A 300
18t454 (1 300
3
4
r.00 (0.75] 1 230 240
3; 1.00 {J 75) 3 2m ,?09
2ÐE 3.7 3.8 4 i t|in.Gtp
5.8 s,9 7 1
1f).5 7 1 Y4 tn. ËF? 28.4 V21\ 20¡.s 2g
PF20151 2' ; 20 {1.3) 1.5û 12.4 12.ô I 1%in,GFp15 20
Pf300732û0 30
1,50 i1 11) 3
230
200 208 7.1 7 2 I 1 ,4 ¡n. GFP 30.7 lB0) 2ù 35 i16) 300
20 {5081 28
1%21.3 {541} 2A 25 (11) 300
Pr300512 30fi e)
PF30û7i
10.3Ð 1
(1 s) 0,50
3ü (1,s) 0,75 (0,56' 1
il.9) t,00
30 11 9) 1 00 (0,751 3
3.6 3.6 3 1 % in_ cFp Z1.l 20 (508) 25 (11) 30ù
(630) 21
30 (ì41 3c0
GFP
ss 35.5 {9ù2) 2rj
22155çt, 32 tl
44
300
JUU
100
300
100
26.4 (671) 22 5)
in. Gl? 32.8
fl g) 0.50
.3) 1.50
3ô,2
24ü 8,5 8.: 5 1 )i in.300
2Ðü 5
1 tA in.6
6
30 1.50 (1.1 1) 1 230 24t)2.â tz.ti I 1
208
23t 240 16.8
14240
0) 4û {18) 1lú2û0 ¿ 5 30
PF:i0'1534 "3û {i
30
2C0il
PF303012 r.d,r s 30 {1.91 3.00
PF303032 5 30 t!.ct \223)
1.50 f1.1 t] 3 .toû 4Br) 2
2.00 fl.4!l, 1 230 24{t
2.8 I 1 ,í ¡n GFp 29.5 6e1 22
1 1.0 10
14 1%in,ss
22 .t4
34 {r5) 3c0
{1130.1 33 (838} U 100
52Q4) 300
25 (ô3si 3l 300
300
300
{ârs)
2
5.t so
9) 500t3
PF3050/ì25¡r 30i1.9)
PF50051 1 50
Pr.s00512 5û {3.2) 0 50
PF500532 50 {3,2}0"50 (0.37)
Pf50053200
PF50053!50 0.5ô (0.3/, 3 460
?F580732
50
5ù
0.75
PF50073200 50
;t ì i ss .t4 3
23 1 i¡ in. SS 6ô.5 {1 53 n346) B2Fn 100
60.8 {1544} 48 60 {30) 300
48 (1219) 6S (30] 300
24 {610i 27
0l 28
300
300
300
20.3 {516} 24 27 (2) 300
24 (610) 28 113) 30r)
28
3
1
20.3
24 {6120,3
,1n
238
200
115
2A$
230
240 16.6 166 23 1 I in SS
3û 5.00
t.50
0.50
18.7 18.7 23 1 % in ss 6t.8
120 12.1 12 ì 2 2 ¡n. SS
230 240 6.2 ,òZ 2 2 ¡n. SS
5A $:à
230 240 3,û 3.0 2
2æ 3.7 :3.7 ?.
480 15 1.5 2
2 ln. SS
2 in. ss
2 in. SS 2û.3
24Ð 8.5 8.5 3 2 Ìn. SS
283 200 2AA 4 I 4.9 3 2 ir. SS 23.1
24.ô (62s)tn.9) 0 75 r0 5ôl :ì 700 208 4.9 4.s 5
3 200 208 6 S 6.3 I l Uin.GFP
1 1.8 1 1.8 1 Y. ¡n, GFP 21
1 00 (0 7sl 13 2ü0 2a& 5.5 5.5 û GFP ?Z.li t¡j93) t8
71 230 240 8.3 8.3 I 1 lt ìn. GFP 25.S
3 288 5.'1 B 1 ,¿ in. Gtf 17 1432\
0.75 {0.56} 3 230 240 3.9 3.9 3 2 in. SS 23; þA2|. Z5
3 2U0 208 9.3 3.3 r0 1 ìn. SS 3J.ü 41
llt0.Pu.ff.l
Bsv. 2.2, O ñ/ t 4
PB¡r I ol 6
0reH Eyslsmso Inc, ¡ til Al?wey Avs., Sùlñ0rlh, 0n 97{?Ð t SA . 8m-3al-88¡¡ll. Ell-l5sa44g . wffi.orotroo.Bm
Orenco
Specifications, 60 Hz (continued)II
Eg
E.cÈÊ
ä!
Â
Ð'ı
=
Ée
E.Ë
ã
E:.¡
¡íÐcs
o-är
s.E
EEüE¡5 lr
E
EÈ
+Eo
E
-
ÊÉ.84
ËE
oI
Ë
â,åËs
ri
È
:ll
?6 {ô601 35 (161 100
aø.it8J
ã
Ë*sv !t
t'i:5{litj32ú{] :¡ ¡3.2}30 il 7aì 1 lî(l ^08
111
Mod€l
ai5u1t:i2 50
?t5a1i]34
PF5Ol 5û {3 2}
PF501 532Û04
Pf,5030i2 ¡.¡ ¡'i 5û {3,
rt503û3200
PF5G303.1 i! r 5Û
PFãC5C12
r-,f-¡c5u:12 50 i3
t,i,l;1 fJ1 2
PF75151 2 7a
ti1û0752 {5 10 {C.ôl
\ir {3.2i 1,3Ü, it.75} 3 46Û 480
57 5 t' .i 2 i¡r. SS 2t.é 1671) 26
2.2 4 2 in. SS 28.4
12.5 12.6 5 : in SS itZ 5 1d2ô¡ 5rl
7J 5 zinss 213
23ß
2û (6$01 3s. i18r l?00
41 fsj 100
20 (tôûr 35 (16r
55 {25t 1l.li)
5s (25) 30rl
4s i1245) È4 (29)
iì4 100
3E {18t 3ir{.}
2e (1?) 3t0
{!1 0) .lc, iltil l{lt)
xß2) 1.50 1 11) 3 200 208 1
3.00 i2 23: I 230 240 17.7 17 7
13.1 B 2 in-
2 i'i. SS 43.0 {i 092!
43.4
2 in. SS 4¡.0 ii016)
ro2) 30 {7ô2j 55 (25} 3cl}
5C {3,2) 300 i2 23i 3 200 2oB
sùi32j s00
5.oo {3 73) 3 230
75 í4.7) 1 00
3.Ott \2.r3) 3 4ôrl 4&0 5,3 5 3
26.?2E 4 13 2 in SS 65.4 {i661) 55 i1334 t4 30ll23ü
?3i:t
24tJ 16.5 165 13 2in.gq 593
9.9 10.0 ti 2
230 240 121 12.3 4 2 in. SS 3.1 4
ss 27.0 ¡ô8û) 27
i.50 li 1 1) l
1.5r i1 11)
3î (tE?'J 44 \2At 1
Specifications, S0 Hz
Model
0.75 i0 56)
3C {r 3l i0 56j
22c 23il 62 6.2 g 1
22C 23! 105 11.4 1Ê 1 r¿iû SS 3S-5
!n. GFP 26,Ê {6$81 1t 1432) lj0 300
22l55si 46{21} :rl0t'lLi:3-
fF3û1 li;2
1tl(06t 151 \1 11)
30 il Sj û.5Û ú 3¡?30 4.1 4 1
22ù 230 ti.',l ô.1 5
1 :,1 ir. ûl'P 2?.5
in. gFP 24.8 i63tl 19 {4E3) ?"9 \13t 30t
3n 11.9j 1.Ù: l0 220 23A 7
221: z,i{] 93 !].3 d I'irrì6fF f5¡
2r (508) 3'
300
I {tû7.4 in.2a8.4
552\. :ni
sr.j (3.2]?2ß ¡.0 40 2 2t^203 t51$i 25 1.635) 2SlF50ir552
i'730ç;52 5t ß.?:i 0 75 i0.56r 22A 230 6,3 tì.4 3 2 in SS 23.7 lıßz't 25 {635) 3r t14} JUÛ
!tn
230 240 10,I 1il 1 4 2 iû SS ?7Ù1.00 i075i I
ät 13.2) 1 ûo r,0 75i '' 220 23ß 7.3 7.4 4 2 in SS 27,Û 1688) 26 {6td})35 i16) 1oo
Pt501052
150f11) t 22Ð 2:3û 9.',1 9.1 5 2 in, ss 32.5 itû 42 (13) 1[)0
¡F5015s2 5r1 {3.2i
?r751e52 1.0u
: iil'..:.:rt,a..n,,;1:),,t)!t:ia''a'!t SS :,!21:itlt.;i:: :'.. t:'r: l;':;tr'ajslr2t:¿€:;l '.ìi '1
2:/ì;ila:)it!l:'ti:.ii.,:))ì,e.'.,t,t:."i:t:';t\: l)t:tl)"t'tt'i i:'t1:ti:''ii:ttt')ttt':Lii''
ait, ::): i.: ;ttt::: '.':,' i!;r.
: a'.1i,:rj:!:a-'l,. a.,,iat¿r,' ." ,: ':: .'t) t:: -1
.; :;::':' i)1.'::., - :l;,.fi et ût:')ii;.'t,a:r::!:t
a a.t ,'J: .)a.: a:;: :.:. ,;)iti) ie, t :.!:t.-a'i,:. ¿Jr. .,
1, at\trt!. iat;r.!t;,: .::s,::ra'; 't:rt'ali í :i !a,:t ,.]\:rit a:.'": :t !:t."""
': a.a:iíatrta,ial:'.)ai):...,j!,,,,:) it'ìtall.1':;)::a::a.'a:.1:::!jl,):i:¿)i::jì:t l'-:t!t' '
:; i..,,,: i-.r:.tt: a;,);'3:) ' :;.: / ,)-'t i': tl !.: :/, :t:it::: a:: . ': :"F t ::l,t ' i: : ;)'
75 1 2?3 230 7.3 1.3 4 ? in SS 30,0 27 {68lìi 34 (15} 1011
t)t.i.ti:..:3..:).;ii3tr:li:t;)r';;¿it:'i,;':.a:a'Çr; i:/',',,a;i;jit.;.ttìtal'ili:.r:tll;a
,:::rii,ttit;a:,i,:.a(t::)tì:.ial:i'1ra:lal':;.'::i11ii.-iÐ\'::.:)a¡ìiair31'x)r'*,t)ltt'!ia:::):i::4lt
ar:ít¡t;:,:.:,.,::att:tli!...a;...::t,,tlat.a?a:,!Åsa!t:). i/t'.,:a!:a.tI,))t.:it
oronco Syslems'1n0.,814 Alr$ây Avô'' suttstlir' 0R 9t470 ¡rsA . 0lxr'348-9843 . 5¡¡1.{g¡-4¡149 . ww.ofell0o'com I¡ID-Pi'.PF.I
nÈ.2¿, O ttyl4
Pag¡ ¡ ól ô
Orenco
Materials of Consüuction
0ìschar0e Glasjillod poÀr¡loovlotß or slainless steel
llischarqe llea¡¡nQ f ngirresiüi tlìerm0plúst¡c {PEf K
Diffusers Glass filled PPO {¡k}rrí GFN3}
lnpcllers Cslconô ârelâl coFolynlet on 10-, 20, and 3O,grrm models; 50-gpm ¡mpellers are Noryt GFN3
frlâk¿ soreeo Polyoropyicne
Sucìloilconneetiolr Slainiessslr:cl
o¡ive sliaft 7i16 lnrh hexâgonâl stainless sleel, 30û sur¡Bs
{)ouolinq Slnlered sÌaini€ss steel. 300 s8ries
Shsll S'lâ¡nless steol. 300 serias
lr4otor Êranklin ncior exterio¡ csflskuctsd 0l stainless stæ|. M0t0r iilled wilh d€ion¡zed watei end prûpyiene glycol tor constani lubricati0n. Hermetically
ssaled m0l0r holsing ensu¡es rnoisbre,lree r{indinqs. All thrust abssrbed by KÍngsbury-type thr.lst h8ar¡'ìg. Rated for contituous duty, Single-
phasc motors and 200 and 230 V 3,tr'hase m0t0rô eguippsd w¡lh surgc ¿t æt0rs for added s0curily. Single phase mot0rs through 1.5 hp(i,11 kì¿1t i1àvd büilÞ¡t¡ ller¡lr¡l uvetluad pruteciluil, v,ltich ilps at 203-22 t' F i95- rot r).
Using a Pump Curue
A puntp curvehelps you tietermine the best pump for y0ur syslem. Punp ctrves shôvr the rslât¡onsh¡p belween fiow (gpm 0r Usec) and prBssure
(total dyllamic head, 0rTDH), provirling a graphical representation of a pump's optimâl peÍ0rmânce ránge. pumps pa*ìrm bost at theìr norninal
llow rale - Ths value, measured In Epm, expressed by lhe Tirst lwo numerals in an orenco pump nomenclature. l¡e graphs ín thls sscti0n $how
optimal pump operâtion ranges lvith a sol¡d l¡¡e. tl0w l¡0$/ rates oulside cf these ranges are shown $,¡th a dashed l¡ne. For the nosl arcurste
pump spocitication, use Orcnco's Pr.rrrrpSelecf" software.
Pump Curves,60 Hz Models
160
1{0
t¡¡€
Ì-.F
!ÈÈ€(¡
EGè:È
&Ê
* 700
0¡e
.S 600+
È. *o
È
ê*o
(J
È 3o{¡\I' zooG
.G
100
80
60
4ll
20
002468t01214 16 03691215182124
Flow in gallons perminute (gpn)Flow in gallons per minute (gpn)
PFIO -20hp
w/Y¡.llow
conlroll¡r
..,...
:
PF15 Saris¡. 60 H¿
,.,.;..
t
,
I
:
tI
t
I
a
t
1
#fiH-^, Or¡nco svtl¡mÉ3 h0', ¡r¡ ¡lrway lvs,, st¡ürcah, odg?a?g uel . tm-saeosas ' ã41-$gÈ14f0 . www,onnco¡om
Psc¡ { ol ô
Orenco
60 Hz Models (conlinued)
60S¡¡is¡,
400
3s0
3¡0
Èe
Ê
ÈÊ
ÈGoG
l¡
ËGÈ\Ë-
ñ
.6
300
oe
È
E.
Ê
È66È
ß¡
ÈFÈÈ
EÊ
90
E a{¡
.s
Ë70
F¡S. 6ûÌe50
Ë 4{r
ÈSr
E?o
r0
300
2Í0
200
t50
't00
50
¡!.¡t
,sì'
F¡
Èa¡
¡¡
aFI!'
aÊ
:'..
¡noo¡
r00
50
¡100
\
0 510152025303b
Flow in gallone per minula (øpm)
510¡52A$3035
Flow in galloæ pu mînutc (gpnl
10û
PFl5 Sorles.60 ll¿ t.0 . 1.5
10 40 5t¡ 60 70 80 sl n 30 40 5{r Hl 70 80 90
Flow ln gallons perninute lgpn)Flow in gallons per ninutc (gPn)
ùãæ Sf¡¡¡n¡. tr, , tta Alnelt 4v.., Sulr.dln, On Ctf| lFâ . 00Gf¡ÞSrs . útl-lli&¡l¡l¡lg . suü.onneo.ûôm rlD'PlJ'Pf'l
iæt'¿ctr t1
Drt 0olô
'.i..
t....,,.
:
fFi3o3ol
Eqs¡ "i '1.'.r.
+:_ 1_ t",.^.
:rñmofi
.,"
1
1....
Orenco'
Pump Gunres,50 Hz Models
{!ow g tailons w r¡ïl/t, {c#t, \y¡r"|,
l¡4$nEEqCEn
Flout ¡n g.lloas p., ninute lgpml nonlaal8J 13 tS tå 3t
Flow t¡¡ûtr
Flow In lltctt gcr sscond lUa¿ol
EË,sÈÊ$:¡
:Ëgå
Ê
9?
eoi
È
È
È
EÈtI
.c
È¡
åI
Ê
c
Ë
,Et
E
Ii!-ÈIi¡.!-
E
¡
,E
It
.3
Ê
!
3
.Ê
E
å
t
È
80
00
40
20
8?
08
--:
llow
0 05 û8 û?
now in l¡laÉ pa,Ìt.condtUstc)
l!"* itor,; n"¿ø,ín¡'ls (sffl).,tgn,nisÅ Flow ín gallont pumiauø !gpm), nomlncll0t929s{85rst?Dü
u
45
35
30
25
Eã
È
Ê
Ê
È
È
!Il
'ÈI
È!¡s
añ
¡È
ÊaE
t.t
.¡
È
È!Ê¡Ëo
FEs
a,C
t(
98
u
68
19
33
't6
Eer
.E
"¡
oo$
ss
-SÊ{¡ È.
"!'ÊsoF
,$aÊ
'15 ¿0 2$
ln llìen per 4B 45 5¡ 6¡
L¡fsrul."^""""'i.'."..
:l.lt¡t',J mqr:¡úÐ gl
Eær
tarD?rltFl
þl.¡¿rouna
fl$ ¡ûtô
ItrücoSntmtr h6, r ül lh)¡, Aur,,8üüúrlh 0¡ Sil7! lFf . t0GE{!{t4t . !lt-¡l!o-L¡p . trsr,of0roo.oom
h: omlsSffi f of1l$b:Mrcsclo¡dbr OFHINFILfRAIOR'(-INFILTRATOR WATER TECIINOLOGI€S4 A@B Èú ro ü Syhil, CT 0&Ë(80)21ffiOUICK4 PLUS STANDARD CHAMBERTYPICALTRENCH DETAILSECTION VIEWIN FILTRATOR WATER TECHNOLOGIESQUICK4 PLUS STANDARD CHAMBERTYPICAL TRENCH DETAILSECTION VIEW(NOTTO SCALE)PRESSURE PIPEIF REO'D, PER DESIGNTOPSOILNATIVE BACKFILL6'COVER12"128" INVERT34"SPACING PER CODE(36" WDE TRENCH)- LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN
r Wipt{"
The 0uick4'u Plus
Standard ChamberIN FI LTRATOR'
q;-.t :t f t":, i'l it¡tlolJi'j::;
The Quick4 Plus Standard Charnber
ofiers maximum slrength through
its two center siructural columns.
This chamber can be installed in
a 36-inch-wide trench. Uke lhe
original line of Quick4 chambers,
it offers advanced conlouring
capab¡l¡ty with its Contour Swivel
Connectlon'" which permits tums
up to 1S-degrees, right or lett. ll ís
also available in four-foot lengths to
provide optimal installation flexlbility.
The Ouick4 Plus All-in-One 12
Endcap, and the Quick4 Periscope
øe avallable with this chamber,
provlding increased flexibility in
system conflgurations.
Maximum Stengür
Quick4 Plus'"'Series
Quiclt4 Plus Standard Chamber Benefits:
. Two center structural columns offer increased stability and superior strength
. Advanoed conlourlng connections
. Latching mechanlsm allows for quick inslallation
. Four-fôÒt chärhber lengths are €asyto handl6 ând Install
. Supports wheel loads of f 6,000 lbVaxle with 12" of cover
fi
Quick4 Plus All-in-One l2 Endcap
Benefils:
. May be used al the end of chamber
row for an inleVoutlet or can be
inEtalled mid-trench
. Mld-trench connection fealure allows
construcllon of chamber rows wilh
center feed, as an alternative to
inletting at the ends of chamber rows
. Center-feed Oonnect¡on allows for
easy installatlon of serfal distr¡bulion
systems
. Pipe connection options include
sides, ends or top
Quick4 Plus All-in-0ne Per¡scope
Eenefib:
. Allows for ralsed lnvert inslallations
. 180' dirootional inletting
. 12" raised invert is ideal for serial
applications
Certllìod by iho lntsmâtional
Associatlon of Plumbing
and Mechanioal
Ollicials (li[PMO)
)r
S¡æ
34"Wx53"Lx 12"H
(E64 mm x 1346 nrm x 305 mm)
Ellealive lengtl
48'(1219 mm)
louvor llsighl
8" (203 mm)
Storaç Gapacity
47 gat (178 Ll
lnvort ll¡ig|rt
0.6" (15 mm),5.3" (135 mm),
8.0'(203 mm), 12.7" (323 mm)
ÀPPßOVED rn w)
M üai*4
Ouick4 Plus Standard Chamber
:&.LËNGlH
Ouick4 Plus All-in-One 12 Endcap
PFESSUAIZEÐ PIP€DRILL
FOINfS LOO{llONS
{2 PT ACES)
.. ,,,- 3¡'
ta'
I'rNVEnT
SIDE VIEW
It¿f TLTBATOR WATEn tEClll{OtOGIES stÂfi ù^nD LlHmo WÅßRAl{tY
(a) 1¡o olruo¡ü¡rl ¡nlotrity o¡ e@h cbßmbs, andisp and ojlfl cøo6soty ¡Enuhctur€d by
Intrrkatq fu¡fsl, uhEn insìstèd ild opsatÊd in s l€Ecbtdd ol an !rule septic system io
s@rds¡c€ adh lntrllstor's irslrlctions, is w:ml6d ta lÞ sigiÂal F!r.¡M f Hodry1 Egi¡sl
d€tst¡ye ndt6riÊls s¡d wrìfirnsh¡o lor onê yw l$n lhe dsl6 lhã *F i€pllc po.mh ls ls!6d {s
the wplic systam r!0(ai¡ing lhe Urils: p.ouried, ¡ow€vs, thal il å sptjc psrnit ¡s nol reqüted by
âppl¡€blÊ !sw. llì€ wÃrB¡¡', pedod wifl b:gin ùpm lhê datelhsi i$tal{alior ¿flh€ Èptìo Ëystem
cmnerces lo exerclôd iß wônly r;ghß, Ho dä olsl ¡otlly inlllhaloi lr \vnlin0 al lls torpôrae
Hedqdårts ln ûld Sayb@k, êom*llcrt wit¡iô üñ.8n {l5l dâys ûf üÞ allogsd dêlæl- l¡liírâtôr
will epÞly rep¡¿cemst Uniìs lq Uniß dotermin€d by loft;l¡stor lo bo 6vored by thit Umiled
Wtranly. lnltllr¡lcr's li¿bili8 3pêdfiæily €xclJdos lhe 6Êto, mo6isnd/d iDsl¡l¡atotr
ot tho LJnìß.
{Ð TllE UMttED WAÍIãAñIY A¡.1Þ RËIIÊOIES lN SUBPARÀGFÂPH {sl ÀnÈ E(CLUSIVË,
ÍI¡ÊRE A'IÊ ¡¡O OI¡18Ê WAflFÁN'I1ÉS V.'JTH 8ÉSPgCT TO THÈ UNI]'S, INC:.UD¡¡IO NO
I|IIPI ìED WA¡RANÌIES OF fiERCHANÌASIIITY OF FIINESS TOñ A PARTICUTÁñ FUFPA$E
{d Ttlis ttoìted W.{úty sh¡il bê void il ey pët ol lh€ ch@b€r syslm is roÍutæl!æd by
eyon6 etlEr the l¡filhlor. Ìhè Lìm¡tod Wa@ry dG rct exterd to incidm:al, cm*qùÐijal,
speci¡lù lndi€c1d¿m¡90s. lniltr¿1or si¡ilnol ba ¡¡ùlÈ lü pósltiås orliìúiCâtÊd CÐa!6,
i¡ciud¡ng los 01 produclio0 ¡nd pEîts, lâborsnd matoia¡6, ovshe¿d cosE, or ol¡s bÞ5* q
€xpsss lmurrd by lhs lolds or åry ìnild pany. Specäcelly sÆludsd ton Umìtsi W4âúy
c¡vêrÊg€ À€ dåma0e lo li€ Unils dG to ùdirur¡, wær âid teê( dis€Ìifr, 4idÕni¡ nise¡
åbls or ¡egþcl
å16 ¡ot pmidod n¡j¡aåinlhð mìdrw qrcûnd 6wrs
sàl toiih in ths i¡skl,aÌìon ißi.lcUDßí lhô de.entof irpropq m{tórìals iñ¡o üro sysl€m
ænldÂirc th6 unils; tajlürô ol lhs lJ.iß o¡lhô $p¡ic$/slm dß lo iñprcps.ôilng ry impq?*
sìzing,6ÌNlvêlvEls usgg,lmprope grôæ disFNl, or ¡mpro!ôr opê¡alion; or&y othsr
a!¿¡t mr cwd by lnfllrslor îhis l-lmled Wsmúy sÌall bo vod jt ûB Hoidsr ù¡ls þ ænp1y
with ¿llol û¡Ê tffis s€i lô¡th in l¡1is Lin¡ld We$ty. Flllhs, ;n no êvûL sharl Íniiitrılat b6
eipo¡3iblslarsny lN s dãñ€le ìo lhe Hcids, the UnÌ15, ùany lhid pslyr6¡ll¡ng fþfl
iGBllåtion orshipqa¡l,.f toñ eny prodlct |lsbility¡lslæ ol H.ldq or ûy l¡ld pe'ty, Fq ¡his
L¡nltgd wãrs¡ï to apply, ù? Un¡lr mlst bo ¡Êi¿llÞd ¡0 aÈodæ wìlh 3ll vJ ao¡d¡tionE
reqrired by slate &d lcãl æds; di olh€t åppiir¡dÈ laß; td tnlillråtds ¡ñsþllðü@ ¡Elúlìoß.
{di No rÞpGs€,ìtåtìle ol lnfilh¿t* hÊ5 ttre aL'lhorily F citúgs or fll€}d lhis Llmìtsd Wil¡4t}.
¡lowamnry a¡pJi619 âny ptt orhs lh3n ¡io qjgìrìalHoldtr.
fho Ebovô ¡opr6e¡t6 the St¡¡dsd Umild Wmnty olffid by loältrô1ff, Å lrnilsd nunb€r ol
rhh dd ffinì6 ¡¡vß {t ltüri w¡rut, rfi¡}rsó4t!. ¡¡ry Frrçåre6r rl {rnì! shûlil triltfi!
t:tlt ß1or's Coq¡ora¡o Hw{rqrÆlrfr trtld Sl!ì¡adr. Csxr*l;+ù1. üis lqùdlr prrr¡eù.lo
obEi¡ s copy of thé ¡pplícêblð wsuiy, a¡d slrould ærefully r€d that M@íy pr¡or to ItE
p@hs€ of Urits.
FHONT VIEW
0ulck4 Plus Afl-in-0ne Per¡scopc
OUIû(4P¡ US
ALL-IN-ONE PERISCOPE
13ffi" SMVELI
NVrm
t
ri'
i
øç*{ t*T *q.tz-{ í}*4
{4 €Bsi¡d3s Plrk tlM
PO 8d76á
Old Salhroúk, cl 06475
8ú-67?"7m, Fd å6! 17¡-7tXJ1
1'a0v2tl'44âÊ
iMa,iôtil1rstom¡ler.cúnl
us Påreds:4,?s9,6€1;ã,017,91;5.1S,4t8:5,33€,017:5,40r,tr8i5,4A1,45S;5,511,S3:5,?1Ê,1Ë15,5S,a76;5,&9,&O@hPden8:1.æ9.959.2,0&.i& 0ñsNle¡hF¡dr@
Coñóur ilboLsßdô3, FdyTulf, chme6p¡car. MuiPðn. PodW, Oui.*¿t¡, CulckFhy, S¡aphk ed Sùa]gil*k æ Gdmer6 Òl lnfdhts WdsToc+ao:oglæ.
Polyl¡k,s ã Íðo€mã'k ot Po!{*, l¡c lur-?rEìs s roloiçed trsclånarkoltuF.TlE lNe. Ulrr¡-Flþ i6 a Íadmak ollpÈl k¡ô.
e) 2013 lútqtsr vy'alo. Tehnolcd€, LC â; ríghs rô*rued P/inl¡d h U.g^ Ps5Û5 0713
;\
0rifice Shields
Orenco . ) :.'
Applications
0rencoð Orilice Shields are used in a ptessittized distíbution systom
t0 protecl the orif¡ces ftm bacldi¡l rlebris thal migtlt cause orifice
blockage.
,¡lflce shleld lnsÞ,llsd on lataû' plpe, slînúrd conñguntíon
S¡iêld
0rll¡ce
Cutaway vl¿w, st¿ndud conllguntlon
0rllice
Slìie¡d
Cuhway vlov cold wealhet conUguntlon
General
0r6nc0 orifiæ Shlslds snap-lt onto latsrals. They may be placed on
top of 0r bensath a laleral, dependlng sn the locatlon oflha orifice.
Orilice shields are coverod by mgthod-of-use palent # 5,360,556.
Standard Models
0s075, 0s1 00, 0s1 25, 0s1 50, 0s200
Pruduct Gode Diagram
0s
0df¡i€ shlold
Material of Gonstuction
PVC p€TASTM D-1784
Physical Speciflcations
Modsl Shìsld 0,0.0,0.
Latsídl pìpe size, no{ninai:
075 = 0.75 hr. {20 rnm}
100 = l.0t ln. {25 nm)
125 = 1.?ã ¡n, {32 mm}
150 = 1 50 ¡n. 140 mm)
200 = 2.00 ¡n. (50 mm)
l¡bnl
In^¡r¡.
0s075 3.5 {69}1.05Q7)
0s100 3,5 (s9)1 31s (33)
0s125 3.5 (8e) 1.66 {42)
0sr50 4.5 {r14} L90 i48}
0s20t {.5 il14}2,375l6tJ
ol&Eo gysüßt tns,,0l,t Aiß¡y lw., S¡üdlh,0¡l¡Ê4. úe3il&{3 .5fi-458-fi{g I vrflr,onnoo.dm f{t0'gf{¡6-1
Rôr l.l, O B/14
P.¡a r d1
Item#
SEK.Orenco@ Flushing Assemblies
Q,{.¿
Flushlno Assemblies
Orencoo flushing assemblies provide easy
access for lateral maintenance. Flushing
assembly klts include a PVC sweep wlth ball
valve and a polyethylene valve box enclosure.
Orenco@ flushing assemblies are available in the
followlng sizes:¡ 1" diameter. L.25" diameter. 1.5" d¡ameterr 2" diameter
Valve Boxes
Orencoo valve boxes are used to provide access
to flushing assemblies. Constructed of
polyethylene.
Valve Box, 7-ln. dlameter round enclosure
Note: Kits include VB7 valve box enclosure.
ñ
UALLEY
PRETASî tnc.
Wrtcr &
Wa¡tcwat¡r. Systems. Products. Service
(zle) 3es-6264 ;:8:ilÎ"r"iy Road 317
Faxr (719) gg}'3727 Buena Vlsta', co 81211
Wcb¡lte: http://valleyprccast'com/
Emall: frontdesk@valleyprecast.com\r
øl/ø9/2øø9 17:2Ø 974583629ø CDOT R3 TRAFFIC
DEPARNffi ilf OF TRÂilSPORTAÍOil
Trzfllct t¡lbtyteahn
212 Sq¡lh Os Sü!ðt. ñportl 1OO
Gnnd .tsnctlon, Go¡orEdo âlt'Ûi
f97f,)e8$t¡ta
Fa* (970) 0e&ôZE0
December31,2008
Chris Janusz
3642 Highway 82
Glenwood Sprlnge, CO 81601
RE: Froof of Access for 3llÉ,2,3ô44, 3G50
State Highway 0824 at rsferonce poiril 3.553 Lell
Mr. Janusz:
The purpose of this letter is to provlde prcof for 3642 and 3644 Huty 62 that it has
access to üre State Hlghway slrstem. The aæss is ofiState Hþhway 82, were CDOT
recently added a new trafrc slgnal. The access ãppearc to service three aingle famlly
horne (38/;2,3644, 3650 Híghway 82). Alter revltwhg our files, CDOTdoes not have
any access pernTt for lhb property. However, based upon our conversalion, the
propðÍy appeanr tq have a þrandhthersd aecsss". Based upon lhe $late Highway
Code (2 CËR 601-il, lt $atæ *gnndtathereü meenç s çendíton lhat çxlsted príar ta
Juna ?1, 1$79 wltan sect¡on 43-2-147, C.R.S., wne fïol eþnsd lnta law or a condltion
tl,al wâs legel and ænfomr¡ng to an dadîvr Çode edllton or statüte, whare such
condltions and aæ have not ùanged sinoe fâe effective date otthe change in law that
mado lhe condltion non-ctnfatmlng wllh aurrcntlaw," Themþre, thc proporty has
legal acceos slnce there i¡ no bafllc volume change at the propely.
It ls my undentandlng that you wtSh to *ubdlvido your Frþporty ínto 2 dlfforent lob.
CDOT doesn't have any lesues with ttre poraibte new subd¡vision of the property eince it
will not lncrsase t¡affic vclume by 2OTo. Thcrcfore, no nêw permltwlll be requlred por
the Code.
lf you have anyadditionalquesllons, ple".e.*íta"t m".
Sincerely,
&â,*,r^
Dan Rot¡ssin
Region 3 Unil Permit filanager
Oaniql..Rouggin@dot.clale.co.ug
PAGE ø2
Cc: Flle
Page t of I
l-¿._.--.v
t,l ¡iT 7
^F5
flÔlu(F tRc*r at-/ßis T*uusz
^ãJ
3(.¿/4.HlatY gz Gt'r/t cÒ 8/Éo/
Ptt qqÈ-LÔ / /
l, filâAÈ. /ltú- 3 /làrvr¡ ôû) ¿rilR Pñ)r¡tyhç DA'tuA, ?¿¿/t// 3¿42Aill
7 { j-:ð. I HrltJt Òt¿:PÈ D 3¿ ¿¿4 J'¡lct 2ÖOo/ TlvA Of ¡r'L'tL 7Ðà #*;
PÞtt,&¡¡y O¿ëPtr ù 8ø t z oî¡.Lv :tc¡1¡¡17 /vV' t¿uÌAot'at¿-7 Pß¿'7Ev:
Trla' êTa;-r" /-/d-*ëS 4&E To DtC. û¡ûAfú.
rÒ TrrE sêa1tt ¡s A ¿-ñA6ù Co,h*zÊ/1cißA Pno/pÌ(¡Y t'ù /ì// n þtffËlzÊJ'T
8 acâ s-r å þt) rh'F V ê Lt'o g (r ff:r|r\l n Y lþPqut'r tt't*ul:
2. J ¡ lÊ F E.*TUfaEs .- PLE$:"È S'E€ H- P=l¿ ul'¿A s''orÅJ i"?',:PôF
':r::?":::,i;,'i;,, _ t>¡-:e.ors e.Êrí t-/-Þ:'.i,t/.rß,- Eot¿-' ,tÊ eo.r
Ð4Tffi7 /4-/ê'''rt : . è.. ¡- ttt2.tta (;Þ,û¿^Ò6ic NFP?QT
6Eot-68'tt lr'A|A&fi' PLëls 9ÉÐ /+-P" lcutþ*Å' (':'Þ'î
o*î€0 e_q._ôg. .r HttJA /0DÞFÁ /) LA^&, ëttutpt¿& t¿z*¿-t- F¿& p&èTFëùa'
i¡.+/f5.63.Ê.ËpLLs,âRt,/t¿-lâ.rÈ(?ìc/<Èf?ê{Tøø}Êb4^lt7-lÜ.îH)S
^Ê/de¡.llflsALþ¡.*sY/açlALLFt>Ala7â¿YNKcJgtq,ilcgv/av¡<ííior\ïFlÈt/Ðia¡¡c"ttsê?qfta7ftE/l'D'u"
3
4,
4-,
å,þ âJ t/ lo'¿'u¿tÈ¿/¿t lPÁ / 4 PÅ¿t'T{'
n,"LÔPe rf.\N, /]¿taø N'f Tø-ß'LL /-Ë-ê"ß'ð"I'4
¡L *5 ÞoAlE Frlø- cÒ¿USìRoreT/0N
ß, ßp ørttrt 4 rt ù Â-ʀ cc/uri,uLla- Të ¿¿sl|'
ìHÈ't /)a 'çnl H¿1Uë ÈAAP¡¡'S',
C, ÞûÊs' ¿t$ d 1 A Pf Lv
Ð, fv Ô tv<,
? {Vþï^rVCË, E xc/rÜ'4TtoÁ/ /'s D¡¡ilñ r
h tþll¿tL ¡2 ft'h¿feÈ
rH Ê Pæoîè^ry,
Ër4<K P/¿t^ fti/-ù þ taz6lJ
G {t,Q>t¿pl' tvlLL FÊ. .Pq\4çLETE s(tt'*"
c.pn.7-ilt,'/Y.
16 May 20J-8
TO WHOM IT MAY CONCERN
Chris Janusz
3644 HWY 82
Glenwood Springs CO 8L601
c970-948-201,1
Janusz ADU Project; Please note the project description has changed from the original in that I
am erecting a 28' X 56' full basement home 4' below existing grade. The lower level will be half garage
and half ADU. The staff has been informed of this in the past several months.
Item #1 My son Eric Janusz, a licensed and insured building contractor will be assisting me and
has full authority to assist me due to my age.
Item #2 We are installing a new OWTS Septic system designed by All Services Septic.
Item #3 This property has been occupied since 1964, therefore the impacts on the land will
change only for the ADU.
Item #4 l claimed sole ownership of the mineral rights of this lot on 4 Sept, 20L6 afterthe
railroad lawsuit claiming all rights if not secured by others. K+At that time the mineral rights were with
the land. My ex-wife Astrid Janusz claimed sole ownership of3642 HWY 82, Glenwood Springs CO 8160'l
and I claimed sole ownership of 3644 HWY 82, Glenwood Springs co 81601.
Item # 5 The driveway access at HWY 82 has existed since 1963 , says CDOT letter.
Item#6 lrespondedincorrectlytoaquestionfromyourstal[andthenhadtopaya$1ZOO.OO
engineering fee for my new OWTS . I would appreciate your help in minimizing requirements in the
review because I am simply replacing a 1959 trailer house with a modular house on top of a 700 sq ft
ADU and two car garage. Any excess work I have to do creates a financial hardship for me so I would
greatly appreciate your help in these matters.
Thank you,
Chris Janusz
L6 May 2018
t&
Gø,rfield CountY
PRE-APPLICATION
CONFERENCE SUMMARYCommunity l)evelopmcnt Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970)94s-8212
www.sarfield'cou ntv.com
TAX PARCEL NUMBER: 2185-271-34-002 PRE-APP DATE: 1014117
PROJECT: Janusz Accessory Dwelling Unit (ADU)
OWNER: Ghris Janusz
PRACflCAL LOCATION: 3644 Highway 82, Glenwood Springs, CO 81601
ZONING: Residential Urban (RU)
GoMPREHENSIVE PLAN: Glenwood springs, urban Growth Area
TypE OF APPLICATION: Administrative Review forAccessory Dwelling Unit
I. GENERAL PROJECT DESCBIPTION
The Applicant is proposing to construct an accessory building on their property on lhe
second floor of a iutu're de[ached garage. The property is Lot 2 of the Janusz Subdivision
Exemption and is 0.T26 acres in éize. The minimum lot size for the RU Zone District is
Z,SOO'sq.tt. The site meets the minimum lot size for an ADU in the RU Zone which is
rb,ooo ri.tt. 1t*i.e the minimum lot size). The cunent dwelling on the property is planned
to '0" r"il"èO by a new modular home. The future ADU would be subsequently
constructäd as part of the construction of the new detached garage'
Details on the ADU have yet to be determined, however, the unit would need to comply
with the maximum size limit of 1,500 sq.ft. on lots less than 4 acres. The unit would be
served by a shared well and an existing onsite waste water treatment system (OUI|)
The O\ÂriS system may need to be upgraded to be adequate to serve the new unit. While
the lots is þés than thê normal requireO size for a well and OWTS, as an existing lot of
record the well and OWTS can be approved. Demonstration of adequate water including
legal water, physical water (pump testing) and acceptable water quali$ (water Ayaliry
teãt¡ng) is requiied. The well'proposed to êerve the ADU also serves a dwelling unit Lot 1
of the-ianusz Subdivision Exemptlon. Updated well sharing agreements may be required.
Access to the lot and the proposed ADU is existing, by private driveway off of Highway 82.
The access is at the County Road 154 signal light. Demonstration of adequate access
including driveway widths and grade is required along with confirmation of access
permitting with CDOT.
II. SUMMARY OF REGULATORY PROV¡SIONS RESUIRED TO ADDRESS
. Garfield County Comprehensive Plan 2030 as amended. Garfield County Land Use and Development Code as amendedo Article
fuäT%I" District - LouBuitding Requirements (Tabte s-zo1,)and use
Table (Table 3403)'
l-''
"
ç!f,¡il$EtrH¡$ffi;s,î* Requ red N., ce
' Application Materials (Tabte 4-201and Section 4-203)o Article 7, Standards - Division 1 General Standards, Division 2 General
Resource Protection Standards, Division 3 Site Planning as
applicable
Additional standards Applicable to an Accessory Dwelling unit
(Section 7-701see excerpt below)
7.707. AGCESSORY DWELLING UNIT
lUaximum Floor Area.
The Floor Area of an ADU shall not exceed 1,500 square feet
for a lot less than 4 acres. The Floor Area of an ADU shall not
exceed 3,000 square feet for any lot 4 acres or greater.
Ownership Restriction.
An ADU is restricted to leasehold interest in the dwelling unit
and is for residential or Home Office/Business use only.
Compliance with Building Code.
Gonstruction shall comply with the standards set forth in this
Code and with Building Code requirements.
Minimum Lot Area.
The minimum Lot Size for an ADU is either:
2 acres, or
For lots in zone districts with a minimum Lot Size of less than 2
acres, the minimum Lot Size is twice the minimum required Lot
Size.
A.
B.
c
D.
1.
2.
2
E. Entrance to Dwelling Unit'
A separate entrance to the Accessory Dwelling unit is required.
IIt. ADTIIIINISTRATIVEREVIEWPROCESS
The Application will foltow the Administrative Review Process contained in Sections 4-101,
4-103 and Table 4-102:
1. Pre-apPlication Conference
2. SuOm¡ttal of 3 hard copies of the Application along with 1 electronic (pdf) copy.
3. Review by staff for technical completeness'
¿. lf technicál! complete the Applicant will be notified and the request scheduled for a
decision bY the Director.
S. lf not technically complete the Applicant will be advised of the deficiencies and has 60
days to correct them.
6. Thä complete Application is referred to various agencies for comments'
7. A minimum ãt id days priorto the Director's Decision, theApplicant shall complete
the public notice maiing by certified mail to adjacent property owners within 200 ft.
and'certified mail/return-receipt requested to mineral rights owners on the property.
8. Staff prepares a report including public and referral comments.
g. The óirector's Decision is documented by letter as of the noticed date.
10.The Board oiCounty Commissioners are notified of the decision and have a 10 day
call-uP Period.
11.The Land Use Change permit is issued afterthe ten day call-up period has expired
and provided no reqîests for a call-up are received and all conditions of approval
have been met.
l2.TheApplicant has one year to complete all conditions of approval'
tv.
The pre-application discussion covered the basic submittal requirements as outlined in the
tano'use'and Development code and summartzed below:
o General Application Materials (application forms, agreement to pay form, Statement
of Authority'ior Trusts if applica'bie, authorization to represent, payment of fees etc.)
o Evidence of ownership such as a deed for the property and title work if available
o Narrative description of the proposal
¡ List of property owners within 200 ft. and any mineral rights ow!9ls on the property'
lnformation on ho* mineral rights research was completed should be provided.
o Vicinity Map (including the area generally within 3 miles of the site)
r Site plan wiih information on proposed location of the ADU, other existing or
proposed structures, and significant'features on the property including but 19t limited
to easements, utiliiies, d¡tches, streams/water bodies, access roads/driveways,
wells, existing and proposed OWTS, and topography'
r lnformation o-n gr"ding and drainage needs to be provided or waivers requested.
r Landscaping Plans are not required for ADU's'
3
. lmpact Analysis (waivers may be requested from some sections).
' lnformation to address applicable sections of Article 7, Division l, ll, and lll including
Standarde for ADU's, Gomprehensive Plan consistency, infornration or¡ utilities anã
geologic hazards such as soils, slopes, and rockfall potential. Application formatting
that address each section of Article 7 are recommendedo lnformation on l:g4 access, physical access, and compliance with Roadway
Standards Table 7-107 is required.o Traffic Study is required however, a waiver may be
requested and should include supporting information
and justification.. Water supply plan and supporting documentation (well
permits, pump testing, and water quality testing).¡ Waste Water Plans and supporting documentation.
May include information on the ability to utilize the
existing OWTS, plans for a new system if necessary,
and copies of existing county permits.o Development Agreements and lmprovements
Agreements are not applicable.. A copy of the current subdivision plat including any
plat notes and/or covenants need to be provided.
The Application submittal needs to include 3 hard copies of
the entire Application and 1 Digital pDF Copy of the entire
Application (on a CD or USB Stick). Both the paper and
digital copíes should be split into individual sections. please
refer to the pre-application summary for submittal
requirements that are appropriate for your Application.
WAIVERS
T!e_fnnlicant may request waivers from submittal requirements in accordance with Section4-202 and from Standards in accordance with Section 4-118 of the Land Use and
Development Code. Both sections contain review criteria for approval of waivers which
need to be addressed in the application submittals. A follow-up discussion with Staff on
anticipated waiver requests can be scheduled.
V. APPLICATION REVIEW
a. Review by Staff for completeness recommendation and referralagencies for additional
technical review
b. Public Hearing:X Director (not a public hearing but notice is required)_ Planning Gommission
_ Board of County Commissioners
_ Board of Adjustment
Application Submittal
3 Hard Copies
1 olsitôl pDF Copy {on CD or USB stick}
Both the paper and rhe digital copy
shoUld be split into individual sections,
Please ¡efer to the list included in youi
pre-application conference summary for
the submittal requirements that are
appropriate for your application;
r General Appllcat¡on Mater¡ðls¡ Vic¡nity Map. Site Plan. Grading and Orainage Plan. Lândscâpe Plan. lmpãct Analysis: Traffic Study. Wate¡ Supp¡ylDist¡ibution Plan. Wastewster Management Plan. A¡tlcle 7 Slandards
4
c. Anticipated Referral Agencies may incrude but are not limited to
Gounty Road and Bridge, CDOT, County Consulting Engineer, County Attorney, Fire
protêction District, Co-unty Environmental Health Department, _County VeO-el{¡o.1
Manager, County Bullding bepartment, Colorado Division of Water Resources, CDPHE
Water Quality Division.
VI. APPLICATION REVIEW FEES
a. Planning Review Fees:250 o0
VII. GENERAL APPLICATION PROCESSING
planner reviews the case for compteteness and sends to referral agencies for comments.
planner will contact the Applicant and set up a site visit. Planning Staff reviews application
to determine if it meets stånoaros of review. Planner makes a recommendation of approval,
approval with conditiJns, or denial to the appropriate hearing body which in the case of
Adm¡nistrative review is the Director of the Community Development Department.
VIII. DISCLAIMER
The foregoing summary is advisory in nature only and is not binding on the County' The
"urrary- is Èased on äurrent zoníng, which. is subject to change in the future, and upon
factual representations that may or may not be accurate. This summary does not create a
ËgJ ;,. våsted righiano is good for a period of six months, after which an update should be
requested.
b. Referral Agency Fees: $-na- (may be billed separately)
c. Total Deposit:$ 250.00 (additional hours are billed at $-40.50- /hour)
tx.ICATION UB]UIITT - PUBLIC N
The Applicant is advised that the Application submittal once accepted by the County
oecomäi public information and will be available (including electronically) for review by the
publ¡c. proprietary information can be redacted from documents prior to submittal.
PRE.APPLIGATION SUMMARY PREPARED BY:
,ó,o I
Glenn Hartmann
Senior Planner
5
Date
tü 12,t1
A. Section 4-103 Admtnictrative
County
Admlnbtntlvo R¡ul¡w procr¡¡
(Section 4-103)
g
!¡
Él
EI
.E
E
Êt5
t!
€
o
E
ào
t!E't
ct
&
rMay be wrlvod by Dlrccbr
.Appllcant h¡s 6 months to submlt appllcatlon
.10 busínê¡s d¡ys to revlcw
.lf lncomplete, 60 deys to remedy dcflclencfes
rM¡iled to adiacent propcrty owners wlthin 200 f¡et and mlncr¡l owners
at least 15 days prior to declsion datc
r21d¡y comrnent periôd
.Call-up Pcriod - within 10 drys of Dircctor's Declsion
.Appllc¡nt has 1 ycar to meet any conditions of¡pproval
6
Step L: Pre-applícãtion Conference
Step 2: Application Submittal
Slep 3: ('otrr¡rlelertess Revie!v
Ste¡r 4: Sclretlule Decision Date and Proví<Je Notice
Step 5: Referral
Ste¡r i:rr Lvalutron l.ly Dírector
Step 7: Directo¡'s Decisíon
MEMORANDUM
TO;
FROM:
DATE:
RE:
Staff
County Attorney's Oñice
Junc 24 2014
Mincml lntcrest Reseûch
Mineral interests may be severed from surface right interests in real property. Colorado revised
statutc 24-65.5-103 requires notifìcation to mineral owners when a landowner applies for a land
use designation by a local government, As such, the landowner must rese¿rch the cunent owners
of mineral intercsts for the propeny.
The Garfield County Land Use and Development Code of 2013 ("LUDC') Seclion 4'
lol(EXl)OX4) requires written nofice to owners of mineral interests in the subject property'hs
suct óurnèrs can be identified ttrough lhe ¡ecords in the ofrìce of the Clerk and Recorder or
Assessor, or through other means."
It is the duty of tfte applicant to nolify mineral intcrest orvners. The following is a suggested
procçss to research mineral interests:
l. Review the current ownership deed for the property (i,e. lVaranty Deed, Special
Warrarty, Quit Claim Deed or Bargain and Sale Deed-NOT a Deed of Trust). The
ownership deed is usually on€ or two pages. Is there a reservation of mineral interests on
the ownership deed? Are there any exceptions to title? A deed may include a list of
reservations thal reference mineral o$mers or oil and gas leases.
2. Review your title insu¡ance policy. A¡e there exceptions to title lisled under Schedule B'
ll? Ifso, review for mineral interesls that were rescrved and oil and gas leases.
3. Check with the Assessor's office to determine íf a mineral interest has been rcserved
from the subject property, The Assessor's office no longer documents lhe mineral
reservation ownenhip for its tax roll records unless ow¡erchip has been proven, There
arc only a lim¡ted numbcr of mineral ownen who have provided such info¡mation to lhe
Asses6or's ofüce so this may not provide any information, depending on your property.
,7
'¡rlEMO
June 24, 2014
Page2
4. Research the legal description of the subject property rvith the Clerk and Recorder,scompuler. You can se¡rch the Section, Townihip, and Range of the subjecl ilpg;y:You may find deeds for mineral interests for the suLject p.op"ñy.
5' Research rvhether a Notice of Mineral Estate orvne¡ship was fitcd for rhe subjectpropeny. On the Clerk and Rccorder's computer, searsh uñder Filtcr (on rhe righr hänãside of the scrccn), General Recordings, Noticc of Mineral Esr¡ie dwnershd f"r-ì¡;;subjeet property.
6' If you find mineral interest owners as reservalions on your deed, listed in your titleinsu¡ance policy, fiom the Assessor's rccords or the Clerk-an¿ i."oi¿"r" *dut;r, to;need to determine whelher these minerat interests rvere tra¡sferred by deed *i ,..¡rá"Jin the Clerk and Recorder's office.
7' Enter the name of the mineml inlerest owner as the Grantor in the Clerk and Recorder,scompuler to see if thc mineral interest was transfered. tf you fÌnd a transfer Ace<¡, youneed to repeat this process to follorv any transfer of the mineral interest to presert day.'
I' Include-a description of your rcsea¡ch process i1 vorr application and the name(s) andaddress(es) oflhe current rnineral intereit owner(s),
Mineral interest research can be a diflìcult and time consuming process. If you are unable todelermine minersl righrs orvnership by yourserf, considcr hirini ; ;l;;;y
"r
tandman.
fttqrn:ys and landmen specialize in delermining mineral righriorvnersh¡p, ¡ìt *,"v charge a feefor their services.
I
Gurfield County
PAYMENT AGREEMENT FORM
GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT")t # R/.3 $&¡¿ø-tíZ*
agree as follows:
t. The Applicant has submitted to the County an application for the following Project:
1&¿rtr t. H E2^ ¡2 ls.3 */ê el
Z. The Applicant understands and agrees that Garfield County Resolution No. 201-4-60, as
amended, establishes a fee schedule for each type application, and the guidelines for the
administration of the fee structure'
3. The Applica nt a nd the cou nty agree that because of the size, natu re or scope of the
proposed project, it is not possible at this time to ascertain the full extent of the costs
involved in processing the application. The Applicant agrees to make payment of the Base
Fee, established for the Project, and to thereafter permit additional costs to be billed to the
Applicant. The Applicant agrees to make additional payments upon notification by the
County, when they are necessary, as costs are incurred'
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the
consideration of an application or additional County staff time or expense not covered by
the Base Fee. lf actual recorded costs exceed the initial Base Fee, the Applicant shall pay
additional billings to the County to reimburse the County for the processing of the Project.
The Applicant acknowledges that all billing shall be paid prior to the final consideration by
the County of any Land Use Change or Division of Land.
I hereby agree to pay all fees related to this application:
Billing Contact Person:ÒHlvlt :t F!*/\¿,../s'z Phone: (?ùû |7r-¡g-?e¡l
Billing Contact Address:'7 6 ¿/Lt il ¿,,v.'t' t* Ê*
City:Ê. Lu.-s State: d]@ Zip Code: ô¡ ¡ t r¡ J
Biiiing Contact Email -*, ¡-'>r4:ttri.'-'L-!/Yl \,/ t-t I Y a\ -> L ¡n n fÃ\t.z*a tJg-t1 À, l7t -r':1Learw'r/4ta ,-,
Printed Name of Person Authorized to Sign ( t"J ¡< i.t -i l+""/.;¿.¿ s' ¿_'
-4ì- ? *l y
(Signatu (Date)
?{.-
j,{#üi#i#:åTiil,*T:',-::iir$r'f ,r
QTJITCLAIMDEED
of the'l a n 10 county "t 6^r{rcfd and State of Co \e<<-o.-åÕ ,
\trITNESs, rhat the Grantor, for and in consideration of the sum of -l ¿n aná \9,tDOLLARS,(s lo - )<'< ),
the receipt and sufficiency of which is hereby acloorvledged, does hereby remise, release, sell and
QUITCLAIM unto the Granlee, and the Grantee's heirs and assigns, forever, all the right, title,
inlerest, claìm and demand which the Grantor
improvements thereon, iocated in the
and Stale of Cotorado, described as follows:
9"^;.¡-,,.-'. â-? *To-r^sLþ'.
a_\a.,"- sa CI4(€\nÀ¡F\^Õ,",
Vr¡rv'$ec- 11\f lO
atso known by street address *' 3Ln-\ 9+L^SkÚ15 g Ð-J
and assessor's schedule or parcel number: Ll 8S -Ð1 -- þLf - OO A
TO HA\IE AND TO HOLD the same, together with all and singular the appurtenances and
privileges thereunto belonging, or in anyrvise thereunto appertaining, and all the estate, right, title,
interest and olaim whatsoever of the Grantor, either in law or equify, to the only proper use, benefit
and behoof ofthe Grautee, and the Grantee's heirs and assigns, forever'
IN WITNESS WHEREOF, the Grantor has executed this deed ori the date set forth above.
has in and to the real prope(y, together with any
County or @-!$rì{c4-
b"-R.^g¿: 81 Lc¡;:
p* d"fr QocsBVol^,
I
*Iosert'tity and" if applicable,
Nø c933. Rcr'. t-{16. QUfTCLÀIlf DEED (P¡ge I of 2)
Br¡dfbrd fublíshìng Co, 1743 Wazea SL, Dmver, CO 80?02 -3A3-292-2590 - www.bradfordpublisbíng.conr -eForut
@
?/
lf il fü hf,'t nilü il il ftu, il fi I t,ïHflrt tuFIt I h¡tNtd ] t I IRecept lon#; 8AEæ0
Q1 t?3!2ø17 Q2t46t37 Pt'f Jsan Rlþerjco2 ol 2 Rec Fee:$i8,ØØ Doc Feia'r'ı.øb-cARFIELD COUNTY co
STATE OF êA ¿tr¿,eptñ
County of OR'ç þ6 t+
The foregoíng instrument was acknowledged before methis /( day of ltl¡t¿IAR Y
20 /7 by aPntfTrl."HEP ,.?1.,'n4N¿¿f2- * 497'etÐ .e ,T'4rrttç>
Wihess my hand and offrcial seal.
#21
)
)
)
ss.
Public . Califomla
Coün9
-tfie
8o /¿,t-
My commissíon expires:w*ô
Narnc and Âdd¡ass of Penoa Creating Newly Created Legal Description ($ 3&35.106,5, C.R.S.)
No. c931, ßc¿ l{16. QUITCLAIM DEED {Page 2 of2)
The Titlc Company of the Rockies
1620 GranclAvclrnc
Blclg lvlain Floot' 1
Glcnrvoocl Springs, CO 8 t60l
PLIONE: 970-945-1169 FAX: 844-269-2759
SELLERS SETTLDMtrNT STATEMENT
SIITTLEN,IENT Ddfll: il'Iay 31, 2016
PI{OPERTY ADDRESS: 3642 l'Iighrvay 82
Glcnrvoo<l Springs, CO 81601
SEt-l,llR: Christoplter N'I. Jnnr¡sz nnd Astritl IÌ. Janusz PUIICI-IASI:lR: l(nthcrinc R. Mrrc
LEG¡\L DIISCRIPTION: LOT t, JANUSZ DXEMPTION PL^1',
G¿rrlÌeld County, CO
CASI] NO.
DATJi OF PRORAI'ION
0600385
Mn¡'31,2016
DESCRIPTiON DEBIT CIIEDIT
Sale Price ofPlopelfy
Ti1le - Closing fee to Title Company of the Rockies
Title - Orvner's Title Insurance Sffi to Title Comparry ol'the Rockics
Title - Orvner - Stanclald Deletions End to Title Courparty of the Rocl<ies
Real Estatc Cotnutissiort - Listing to Colchvell Banlccr Masotl Morsc
Real Estate Corurlrission - Selling to Colclrvell Batlker N4asou Mot'se
Title - Delivety Fee to Title Contpatry o1'the Roclçies
Payoff of lrilst Morlgage Loau to Wells I'-argo Ëlanl< NA
Transfer Fee to Thom¡rsou Glen Ditcli Conipany
Wire lee to Title Comlrany of the Roclcies
Fnnds to Astríd to Astrid B. .Tanrrsz
Fnncls to Christo¡rher to Christopher \1. Jaliusz
Courltv Pl'onetlv Taxes 1/1/2016 tlrrtr 5'30'2016
$317,500,00
$ 12s.00
$ 1,057.00
$7s.00
$7,937.50
$7,937.50
$50,00
$113,140.00
$ 100.00
$30,00
$93,309.44
s93.309.44
s429.12
Sub-totals
Duc To Scli;r'
TOTALS
53 i7,500,00
$3 17,500.00
s317,500,00
s317,500.00
APPROVED AND ACCEPTED
Sales ol'use taxes on personal propert-y not iucludecl. TI-iE TITLE CONIPANY OF Ti'iE ROCI(IES iìssur1]es no lcsponsibility for tlte
adjustutentofspecinltaxesorassessnreutsurilessthel'areshot'nontheTleasuler'sCcltilÌcatcofTaxesDue, Thcconclitionol'titleto
of settle¡rrer:t is a;rproved as of tire settlenlel'ìt date sho\\'il above rud The Title Compauy of thc Rocl<ies is hereby authorized to
clisbursc firnds as iilciicated liereiu.
Seller Colclwell Bankcr þIason Molse
{}
ltt -
lSroker/Agent
croure Whalen
M.tl-- [,*. ¿,,
Astricl ll. J
\:'Closing Agent
Title Company of tlre Roclcies
GL)ec) yl 6 Ó /
ô"_F .-,'z_t/l
/r4
Ð /It).îTê-/_/_u1/,6 /a
tL
tr
t-^t L þdt>
Pal
Ugz- */ù EA
v ız-
G)2-t E 6'
L¿-{>
c
t+l I tr
7-rHN
6
lzÈ
H LF
6
ùt'
FÊ-ì
asttü 6 u
F C Í3o t/Yc-
'Yß/ Ê/'/R V?u
¿l*
t k¡eß 1t+N ds L
5t11t20't8 Garfleld County Land Explorer
Accounl
Num Moiling Address
Garfield Gounty Land Explorer
Porcel Physicol Address Owner
2r 85233009ó0
218526200004
218527100019
218527100029
218s27134001
218527134002
ROW
ROW
ROW
ROW
ROW
Not ovoiloble GLENWOOD
SPRINGS
37IO 82 HWY GLENWOOD
SPRINGS
3ó50 82 HWY GLENWOOD
SPRINGS
3637 82 HWY GLENWOOD
SPRINGS
3642-003644 82 HWY
GLENWOOD SPRINGS
3642-003644 82 HWY
GLENWOOD SPRINGS
Not ovoiloble null
Not ovoiloble null
Not ovoiloble null
Not ovoiloble null
Not ovoiloble null
BUREAU OF LAND
MANAGEMENT
VCP ILLC
BACKE, RICHARD JR
PARTNERS III LLC
MAC, KATHERINE R
JANUSZ, CHRISTOPHER M RO83ó92
R0ó009ó 23OO RIVER FRONTAGE ROAD SILT, CO 8Ió52
R0ó0048 344 CORYELL RIDGE RD GLENWOOD SPRINOS,
co Bló01-9óó9
R0ó0001 3ó50 HIGHWAY 82 GLENWOOD SPRINGS, CO
8l ó01
R0ó0039 75 BUCKSKIN DRIVE CARBONDALE, CO 8I ó23
R083ó9r 3ó42 HIGHWAY 82 GLENWOOD SPRINGS, CO
8ì ó0r
3ó44 HIGHWAY 82 GLENWOOD SPRINGS, CO
8r ó0r
1t1
^,^@ r-tffit*.ffSTANDARD BACTERIOLOGICAL I¡'ATER TESTASPEN CONSOLIDATED SANITATION DISTRICTO4OO SERVICE CENTER DRIVEASPEN, COLORADO 816t1 'ì,. .,:;' . :, '-.'(970)925-7262,Ext'109'"t i :SamPle LocatlonlÊ' ' ,. NAMEOFì ' /' ;;. T¡ME . : . ::... .- - SUPPLY ':t -' '- i' CHLORINE.; sAMpLER ;.t't)11 HË5iDÜiiL '- MG/L\ ËìÔIITINE DISTFìBU1ION SYSTEI\'I SUPPLYiä*ricxsnvpLr ( )PRCCESSWATERi nnw 1. <) GRoUND ( ) suÊFAcE) SPECIAL PURPOSE SAMPLEis ¡ror suppltro,THE sAMPLE rll'lll BE ÐlscARoED't-U)UFz.PWSID# .SAMPLETAKEN:DATF- l,'ÌJ '...oìCOUNTY ''; : '-.' 'r ' "- '( ) coMMUNllY SUPPLY (( ) NON COMMUNITY (( ) OTHER PUBLIC I( .. 1 PRIVATE t"NOTE: lF ALL INFORMATIONGFP 7/2013PRFSENTFECAL COLIFORM:PRçSENTLTB 24LTB 48BGBMPNCOLIFORM/1OOMLPRESENCE OF COLIFORMS INDICATE NON-COMPLIANCE WITH MINIMUM DRINKING WATERSTANDAHDS.,l Compliance :J Non-Compliance lJ lnvalidi\,fl¡J()ñ(tJsetF_3TTHÈÞ()a/ COLILEHTCOLONIES/1OOMLADJUSTED COUNT:TOTAL QOLIFOBM:MEMBRANEDIRECT COUNT:COLONIES
/
Document must be filecl electronically.
Paper documents are not accePted.
Fees & forms are subject to change,
For more information or to print copies
of fi led tlocutttents, visit www. sos.state.co.us.
Colorado Secretary of State
Date and Tirne: 09/04/2016 1 1 :41 AM
ID Numbcr:2A141584637
Document number: 201 61 604542
Amount Paid: $10.00
ABOVE SPACE FOR OFFICEUSE ONLY
Periodic Report
filed purouant to g7 90 301, ot seq. ond $7 90 501 of the Colorado Revised Stotutcs (C.R.S)
2A14158/¡637ID number:
Entiry" name:
Jurisdiction under the law of which the
entity was formed or registered:
2. Principal office mailing address:
(if diflbrent from above)
3. Registered agent name: (ifan individual)
Chris Janusz Minerals, LLC
Colorado
l. Principal office street address:3644 H 82
(Street name aru{ numher)
Glgnw_ggd Springg. .. _ _ C_O_
(Citv) (Stûte)
United
(laostaVZip Code)
States
81601
(Province-ifapplicable) (Country-fnotUS)
(Street name awl nunber or Post ffice ßox ittfonnation)
(Ci,7)(State)(Postal/Zip Code)
(Prcvínce * if applicahlc)
Janusz
(Counny - if not US)
Christopher M.
(Last)(First)
or (ifa business organiZation)
4. The person identified above as registered agent has consented to being so appointed'
5. Registered agent street address:3644 Hig hway 82
(Street name and number)
Glenwood Springs CO
(State)(Cíty)
Mrddl4 (SraffìÐ
81601
(P^t"lØrp C"d")
6. Registered agent mailing address:
(if different liom above)(street name and number or Post Olfce Box information)
(Ctty)(Sìate)
(Province - if applícable) (Cound."v - if not US)
(Postal/¿lp L'ode)
E-Filed
REPORT Page I of2 Rev. l2l0ll20l2
Notice:
Causing this document to be delivered to the secretaty of st¿te for filing shall constitute the affinr¡ation or
acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the
individual's act and deed, or that the individual in good faith believes the document is the act and deed of the
person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity
with the requirements ofpart 3 of article 90 oftitle 7, C.R.S., the constituent documents. and the organic
statutes, and that the individual in good faith believes the fäcts stated in the document are tnæ and the
document complies with the requirements of that Part the constituent documents, and the organic statutes.
This perjury notice applies to each individual who causes this document to be delivered to the secretary of
state, whether or not such individual is named in the document as one who has caused it to be delivered.
7. Name(s) and address(es) of the
individual(s) causing the document
to be delivered for flrling:Janusz Astrid B
(Last)(Firu)(Middle) (Sulfu.)
3642 Highway 82
(Street name and mtmher or Post O.f.fice Box information)
Glenwood Springs co 81601
(ci4,(Søte¡
United States
(Poxol/Zip Code)
(Province-dapplicahle) (Country-ifnot US)
(The document need not søte the true name and øddress of more than one individaal. Howe,u'er, if t'ou *ish to state the name ønd addres.¡
of'ønv- addlttonal lndtvt¿luals causitng the tlocament to he detlveredþrfltng, nark thx hox I and include an attachment stdfing the
name and address of such indivfu.luals.)
Disclaimer:
Thís form, and any related instructions, are not intended to provide legal, business or tax advice, and are
offe¡ed as a public service without representation or warranty. While this form is believed to satis$ minimum
legal requirements as of its revision date, compliance with applicable law, as the same may be arnended from
time to time, remains the responsibility of the user of this fomr. Questions should be ad&essed to the user's
aftomey.
REPORT PâgeZ of2 Kev.l2l0ll2l)12
Gmail - Receipt
Gmail A Janusz <aJanusz223@gmai l.com>
Receipt
Colorado tÞpartment of State <business@sos.state. co' us>
To: ajanusz223@gmail-com
Colorado Secretary of State
File Report receipt
Sun, Sep 4,2016 at 10:43 AM
wwwsos.stâte.co.us
Thank you for using our online services. Here is the receipt for your transaction
Name Chris Janusz Minerals, LLC
lD number 2014158/.637
Document number 20161604542
Payment tYPe CREDIT
Last 4 digits 2680
Amount paid $10.00
Daüe and time 091M1201611:41 AM
colorado secretary of state I Business organizations | 303-894-2200, option 2 | business@sos.state.co.us
I
https//mail.google.corn/mail/ry'of?ú=2&ik=sb3a26b178&view=pt&search=irÉox&msg-156&1e434c52524&siml=156ß1eß4c5252a
1t1
Form No.
GWS-2s
APPLICANT
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial BIdg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581
Lot: 1 & 2 Block: Filing: Subdiv: JANUSZ EXEMPTION
CHRISTOPHER M & ASTRID B JANUSZ
3642 HIGHWAY 82
GLENWOOD SPRINGS, CO 81601-
(970) 948-201 1
APPROVED WËLL LOCATION
GARFIELD COUNTYNE 114 NE 114 Section 27
Township 6 S Range 89 W Sixth P.M.
prsrANcEE.FROM SECTION LINES
Ft. from Section Line
Ft. from Section Line
UTM COORDINATES (Meters.Zone: 1 3.NAD83)
Eâsting: Northing:
WELL PERM
DIV.5 DES. BASIN MD
¡T NUMBER
wD38
1)
2l
3)
4)
5)
6)
7)
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
coNDlTloNs oF APPROVAL
This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit
does not ensure that no injurywill oe¡ur to another vested water right or preclude another owner of a vested water right from
seek¡ng relief in a civil court action.
The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump lnstallation
Contractors in accordance with Rule 18.
Approved pursuant to CRS 37-S2-602(3Xc) for the relocat¡on of an existing well, permit no. 13563. The old well must be
plugged in accordance with Rule 16 of the Water Well Construction Rules within n¡nety-one (91) days of completion of the
new well. The enclosed Well Abandonrnent Reportform must be completed and submitted to affirm that ihe old well was
plugged.
Approved as a well on a residential site(s) of 1.37 acre(s) described as lots I & 2, Janusz Exempt¡on, Garfield County.
Further identified as 3642 and 3644 Highway 82, Glenwood Springs, CO 81601.
The use of ground water from this well is limited to fire protection, ordinary household purposes ínside not more than two
(2) single family dwellings, the watering o{ poultry, domestic enimals and the inigation of not more than 1,000 square feet
of home gardens and lawns.
The pumping rate of th¡s well shall not exceed 30 GPM.
pursuant to Rule 6.2.3 of the Wâter Well Construction Rules, the well construction contraclor shall submit the a+built well
location on work reports required by Rule 17.3 within 60 dâys of completion of the well. The measured locat¡on rnust be
accurate to 200 feet of the actual location. The location ¡nformât¡on must include a GPS location (UTM coordinates)
pursuant to the Divísion of Water Resources' guidelines.
NOTE: Parcel ldentification Number (PlN): 23-2185'271-00-027 Å- 7n ,"'
NOTE: Assessor Tax Schedule Number: R060015 a' S7t l./Ztt/ -f
¿Þ"lr h.
Slate Engineer
a5-14-20179503963
APPROVED
DMW
," Ífit r r¡ l#,lll ü llï I lll,¡ I iï,r l,i [,] t¡i Í:r, ît'H,I h r{l t,,l Il ll I' Reception$:85SB9g...J: ' 1-212914 @3:21;13 pt't Jean Alber-ico.. ci I Rec Fee:946.00 Doc Fee:0 OO-CnnplEUO COUNTY C0
WELL SHARING COVENANT
THIS WELL SHARING COVENANT ("Covenant") is made and effective as of the 3lst
day of October,2014.
RECITALS
This Covenant is made with reference to the following facts:
A. Christopher Janusz 4îd Astrid Janusz (collectively, "Januszes") own two parcels of
adjacent real property located in Garfield County, Colorado referred to, depicted and described
as Lot I and Lot2 on that certain Janusz Exemption Plat recorded in the Clerk and Recorder's
Office of Garfield County, Colorado on July 20,2009 as Reception No. 771770 ("Plat"). Lot I
and Lot 2 are collectively referred to in this Agreement as the "Lots." The term 'ol-ot" refers
without specification to Lot 1 and/or Lot 2 individually.
B. Janusz is the holder of Well Permit No. 13563 (the "V/ell Permit") issued by the
Colorado Department of Natural Resources, Office of the State Engineer. The Well Permit
allows a total maximum pumping rate of 30 g.p.m. and limits the uses of the'water produced by
the well permitted under V/ell Permit (the "Well") to ordinary household purposes inside two
single family dwellings, the irrigation of 1,000 square feet of lawn and garden, and watering of
domestic animals.
C. The Well is constructed on and operates from Lot l.
D. The water produced by the Well is used for the permitted purposes under the Well
Permit on the Lots as of the effective date of this Covenant.
E. Janusz wishes to memorialize certain rights and restrictions appurtenant to the Lots
concerning the use, maintenance, repair and/or improvement of the Well and related pipelines
and equipment.
F. Janusz desires that the appurtenant rights and restrictions set forth in this Covenant be
deemed a çovenant running with the land.
COVENAFIT
1- Phvsical Infrastructure and Grant of Easement.
a. The Wetl has been drilled and is operating on Lot 1 and buried delivery
pipes have been instatled from the Well to the dwellings on Lot I and Lot 2
constructed and in place as of the effective date of this Covenant.
,St I llj Ii I
¡,hr î'lihhltrll ¡H f ttll HÍI H :r¡þ"1' ll ll I
-,ii-f iLäåïå%Ë" o. *" Êä"1 å! 3ã' EB* " n'-u c.'t'rr Y c0
Lot I andLot
Page 2 of 7
2, Janusz ExemPt Subdtvision
For so long as the Lots are
aJ.
sharing the V/e11, each Lot shall be entitled to an equal one-half (1/2) share of the total
water flow Produced by the Well ("We11 Yieltl"). W ell Yield shall be measured in
gallons Per minute (g.p.rn.). In anY event, the total W ell Yield shall not exceed 30
g.P.m.,in compliance with the terms of the Well Permit. AnY deficiencY 1n production
ofthe Well below 30 g-p.m. shall be allocated equally between the Lots
b. Janusz hereby makes, establishes, gfants and reserves for themselves and
for theirs ,orr.r*.t and assigns of the Lots a nonexclusive perpetual easement
(the ..Easement,,) upon,9u9,, across and beneath the Lots at the location depicted
on Exhibit A ;á ããr"riu"¿ us,'\veu Easement," which Exhibit is attached hereto
and incorp"t*ã ît*i" by this reference, for the limited pu{poses of using'
maintaining, ;"p"iJ;, or ráphcing or improving the'Well, delivery pipes' PußP'
and associated physical improvrrã.otr. The owner of Lot 2 also may use the
Easement for the purposes of transporting persons and equipment to the well to
carry out the limited purposes of the Easement'
2. Authorized use of the wçll. The continued use of the well on the Lots shall be
limited to the uses allowed by the w"ii prnnit. Upon the conveyance of title to a Lot,
the owners of the Lots subsequent to such title conveyance shall cause the Well Permit
to be amended wittrirre omr. of the stuiã Èoei""er tó reflect that the well is owned by
th. o*n.r, of the Lots subsequent to such title conveyance'
4. Conservation. No Lot owner may waste water, and each owner shall exercise
prudence and conservation in the use oflurrt to allow for effrcient and beneficial use of
il," W.tt and to avoid undue burden on the Well pump'
5.CostofRepair.Maintenaqce-andlmproYg.ments..FromtimetotimetheWell,
delivery pipes, 're repair' maintenance and
improvements. for so long as m. !:l"ie sharing the V/e11, the cost of any such repair'
*Jirrr.n*ce and improverients shall be allocated as follows:
a.Thecostofanyrepair,maintenanceorimproverygltto.theWellorthe
deliverypiprrtrr"tbenefrtsbothLotlandLot2shallbeallocatedequally
between the Lots; and
b. The cost of any repair, maintenance or improvement that benefits only one
Lot shall be allocatedio the benefiued Lot only; and
c. Any portion of the Easement that is disturbed while the Easement is being
used for th";rrp;;.; for whichãe Easement has been granted shall be promptly
ion$
!ìtlHll ll¡r ,l¡ltl l*lltl¡ l1l¡ïl lïlflrlt þil' tl lll
ilttlïå'r"¡'Ê!"1À?fi6'3åoFlELD c'uNrY c0
llt ell Sharing C ov en ant
Lot I and Lot 2, Janusz Exempt Subdivision
Page 3 of7
4
Rec
03;
Fée
compacted and revegetated, including replacement of trees of the same size and
type, grass"r *¿ othir landscaping, as applicable, w-ith costs for such remediation
allocated to the Lot for which the work was undertaken- The owner of Lot I shali
not install ""g"ãii"" within the Easement that unreasonably interferes with the
rights of the o-wner of Lot 2 to use the Easement for the purposes for which it has
been granted.
6. Authority to Perform Repairs. Maintenance and Improvements' I.f the owner of
either Lot reason"U@e[ or Well pump requires repair, replacement
or maintenance to uilo* such owner to be able to reliably pump its proportionate share
of the mÐdmum w"iivi"r¿, then such owner shall provide the other Lot owner written
notice of such fact and the estimated cost of the necessary repairs' Following such
notice, the Lot owners shall cooperate for the purposes of entering into agreements
relating to the required repair, repiacement or maintenance and for payment of the costs
therefor. If the Lot owneis fail tı reach an agreement regarding the work_that is subject
"i tfr" notice within fifteen (15) days of receipt of the notice, then the Lot owner
prori¿i"g the notice *"/i"49n."¿"n fV car¡se the york to be performed by a licensed
well or pump contractor'and rhutt U" "tttittrd
to reimbursement from the other Lot owner
for such work in accordance with pæagraph 9 below and subject to paragraph 5 above.
In rhe er-ent that emergencS'repai* oräáitttenance is required, to the deeree practical'
thé Lot o\toner initiating the emergency repairs or maintenance will provide reasonable
verbal or written noticã to the other Lot owner prior to any such emergency repairs or
maintenancc.
7. Costs of Electric Charses. The owner of Lot 2 shall pay to_the electricþ provider
the electric.h*g"rãbrrtuble to operation of the V/ell pump' Ttt: owner-of Lot I shall
pay monthly to ihe ownef of Lot 2, no later than the ñfth day of the month, the amount
of fifteen and no/100 Dollars ($15.00) without notice or demand by the owner of Lot
2. Such payment shall be reàsonable compensation to the owner of Lot 2 for that
owner's payment of such electrical charges. The owner of Lot 1 may prepay such
monthly payments to the extent that such owner chooses' Three years after the
effective date of this covenant, and every third year thereafter, such monthly
puy*"rrt shall increase by L}%.In the event that the owner of Lot 1 prepays any
amounts and conneys title io Lot 1 before eqioying the benefits of the pump for a month
for which pr"puy*rrrt has been made, such-ownèr shall be entitled to a refund for the
applicable prepayment.
g. Rezulatory Compliance. In the event that any govemment or judicial authority
imposes future t.ç'ffiãttã restrictions on the use of the Well, the Lot owners shall
comply with such requirements to help ensure .slPnlV- of water to the Lots' The Lot
o*ttätr shall equally sirare the costs associated with such compliance'