HomeMy WebLinkAbout1.00 General Application MaterialsPages: (Upper Right Corner)
1. Narrative
2-4. Proof ofOwnership
5-6. Statement ofAuthority for LL[ and Certificate of Good Standing
7. Statement ofAuthority for LL[Representative
8. Names and Addresses of Property Owners with 200ft.
9' Statement of no mineral rights
I0-12. Copy ofPre-Application Summary
13-I4. Vicinity Map
15. Site Plan
16-18. Grading and Drainage Plan with Current Photo
19. Waiver request for Landscape and Traffic Study
20-21. Impact Analysis
22-32. Well Permit and Water Analysis Report
33-47. Septic Permit and Wastewater Management
48. Maintenance and Notes on Septic System for North Upper House
49. Copy of Existing Permit
50-72. Geotech Report and Hazard Mitigation Study
#; 4#
Glenwood Springs, CO <
# 945-8212
RM75MOMMIPOW'From Use Table 3-403):
Description of Project:
For Appeal of Administrative Interpretation please include:
1. The • you are appealing.
2. The date the Decision was sent as specified i 6 the notice (date mailed).
3. The nature of the decision and the specified ground for appeal, Please cite specific code sections
and/or relevant documentation to support your request.
4. The appropriate appeal fee of $250.00.
S. Please note a completed Appeal Application and fees must be received within 30 calendar days
Submission Requirements
0 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section: Section:
Section: Section:
Waiver of Standards
0 The Applicant is requesting a Waiver of Standards per Section 4-118. List:
Section: Section:
Section: St-rtinn-
I have rea e and have i3rd ' vided the required attached Information which is
0
correct a -A accurate to the b st of my wledge.
_ S g ut ri
Si nature f Property wrier or Authorized Re reientative, Title Date
File Number: — — — — -- — — — Fee Paid:
Turner
Joe Turner Const. Inc.
417 Meadow Ct.
Basalt, CO 81621
RE: Application Submittal
Parcel Number: 239329100159
Owner: Mushroom Rock Partnership LLC
Contact, Owners Representative: Joe Turner
As the representative for Monica Edelman (agent for Mushroom Rock Partnership LLC), we are
applying to have the current Building Permit amended to designate that the home under
construction be designated as the PRIMARY DWELLING, and the original dwelling on the
property be designated as the SECONDARY DWELLING UNIT. In other words flip flopping the
Designations.
The original unit which was completed in 2014 is currently designated as the Primary Dwelling
and is 1,706 sq. ft. which would qualify as the Secondary Dwelling unit under the Land Use and
Development Code.
The unit currently being constructed, currently has the designation as the Secondary Dwelling
uniUADU. It would be better to designate it as the primary dwelling unit because it would not
have a size limitation. The dwelling is currently 3,347 sq. ft., which does not include the addition
of the heated breezeway of 384 sq. ft. and garage which is 693 sq, ft. which is exempt from floor
area calculations. Both homes are currently fully served by infrastructure, including water,
sewer, power, and access.
Therefore, we are requesting that the current designation of the two dwellings be flip flopped to
meet the Code requirements.
All Checklist items requested are attached to this package
Rceaption#. 747426
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SPECIAL W A.ItRA.NTY DEED
'I HIS DEED, Marla an this day of April 10, 20M , between
GLENWOOD LAND COMPANY, I.I.C. A COLORADO LIMITED LIABILITY COMPANY
of the County of PITTON and State of COLORADO , Grantor(s), and
MUSHROOM ROCK PARTNERSHIP, LLC, ACOLORADO LIMITED LIABILITY COMPANY
STATE DOCUMENTARY FEE
Date: April 10, 2OOB
s 15.00
whose legal address is : P.O. SOX IT253 ASPBN CO 81612
of the Caaity of and State of-COLORM of the Grantee(c):
WITNESS, That the Grantor, for and in consideration of The sum of ( S150,0DO.O3 }
ss= One llundrea Fifty Thousand oral (VID0 — DOLLARS
the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these
Presents does grant, bargain, sett, convey and confirts unto the Grantea(s), their heirs and assigns forever, ail the
real property, together with improvements, If any, situate, Lying and being in the cc• ty of
GARFIELD and State of Colorado, described as fotlows:
SEE EXHIBIT -A- ATTACHED HERETO AND MADE A PART HEREOF
also known as street reirber THE) IIWY 82, CARBONDALE, CO 81623
TOGETHER with tilt arel singular and hereditantents and appurtenances thereinto belonging, or in anywise appertaining
and the reversion and reversions, remainder and renaairefers, rents, issues tird profits thereof; and ant the estate, right
title interest, tufts and dentand whatsoever of the Grantor(s), either in taw or equity, of, in and to the above bargained
premises, with the horeditmaents and appurtenances;
TO HAVE AND TO HOLD the said praxises above bargained and described with oppurtcnances, unto the Grantoe(s),
their heirs, suteoonera and assigns forever. The Grantor, for itcetf, its successors and assigns, does covenant,
and agree that it shalt and will VARRART AM FOREVER DEFENO the above -bargained pretrises in the quiet and
Peaceable possocs ion of the Grantee(s), their heirs, successorc and assigns, against all and every parson or persons
staining the whole or any part thereof, by, through or teller the Grantor(a).
XXCLPr OSNWRi TAXXS AND AneXOSM:lr:S Zee Sal VsAX 2009 AIM aaaSa m= YMASS, ARD YSCii tTfaea ZmS AS 6X: reR= oe eXSSSSS
-a• A7—CUM 10MATTo AMa INCOAPPRA:La BrallV.
IN WITNLSS WCERCOP the Grantor(a) have executed this deed on the date cat forth above.
GLENWOOD LAND COMPANY, LLC, A COLORADO 1.11'fTrtD
LIABILITY COMPANY
By: ROBERT D AN MACGREGOR, MANAGER
MIC//HAEL C. MAP rORNEY" IN FACT
STATE OF COLORADO I
)SS.
County of PITKIN I
The foregoing inatruxnt was acknowledged before re on this day of Aard 10. 2008
by hi ICHAEL C. MAPLE PS ATTORNEY IN FACT FOR ROBERT DUNCAN MACGREOOR AS MANAGER OF GLEiN WOODLAND
COMPANY, LLC. A COLD LthdFF6D LIABILITY COMPANY
my ccataicsion expires
witness ray hand and official Seat.
f Notary Pudt is
Nan and Address of Person Creating Newly Granted Legal Description ( 38-35-106.5, C.R.S.)
When Recorded Return to: WJSNROM ROCK PAP,TNERSMP, LLC, A COLORADO LIMITED
LIABILITY CGYFANt
s # GW630006O1 P.O. BOX 11253 ASPEN, CO 81612
W
6,F63000501
32 011117(03 SPEC.W.OPEN
WARRANTY DEED (PhotagraPhic•Open)
(6203193)
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Till G�FIELO C-rly CA
EXHIBIT A
A ?ARC-T. OF LAM SITUATE 2:11 LOT 1. SECTION 29, TOWNSHIP 7 SOUTH, RANGE 56 WEST
OP THE SIXTH PRINCIPAL KMUDXM, couNTy OF GARFIELD, STATE OF COLORADO, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A FOUNT) BRASS CAP L.S. 7734 ITS PLACE FOP THE NORTHEAST CORNER OF
sEc--iou 29, TOWNSHIP 7 SOUTH, RANGE Be WEST, WHENCE A FOUND B.L.M. ALUMINUMS
CAP IN PLACE FOR THE EAST 1/4 CORNER FOR SAID SECTION 29 BEARS S 00 DEGREES
27'51' W A DISTANCE Or 2677. 86 FEET, WITH AM BEARINGS CONTAINED HEREIN BEING
RELATIVE THERZT01
THENCE S 00 DEGREES 27'51' W ALONG THE EAST LINE OF SAID SECTION 29 A DISTANCE
OF 791.74 FEET to A POINT ON THE NORTHEASTERLY RIGHT OF WAY FOR COLORADO STATE
HIGHWAY NO. 62; THENCE ALONG THE NORTHEASTERLY RIGHT OF WAY LINE FOR SAID
COLORADO STATE HIGHWAY No. 82 THE FOLLOWING 5 COURSES:
1) 28-11 FELT ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A
RADIUS OF 3065.00 -FEET AND WHOSE CHORD BEARS H 38 DEGREES 43-59" W A DISTANCE
OF 28.11 FEET;
2) N 35 DEGREES 44146- W A DISTANCE Or 310.40 FEET?
3) N 39 DEGREES 45146- W A DISTAQNCE OF 360.00 FEET;
4) N 25 DEGREES 43146" W A DISTANCE OF 206.20 FEET;
5) N 52 DEGREES 52-22- W A DISTANCE OF 105.26 FEET TO A POINT ON THE NORTH
LINE OF SAID SECTION 291
THENCE S 89 DEGREES 13151" Z ALONG THE NORTH I= Or SAID SECTION 29
DISTANCE OF 621.34 FEET TO THE POINT OF BEGINNING
COUNTY OF GARFIELD
STATE OF COLORADO
Form EMM11TA 01417/03 GW63000601
mill till
R— tlont;: 747426
Mrnoaa rt 56-CH
3 .1 3 R.- I- s 01— F.- 15 4Q GPRF IELD C6`.91;Ty C,
Property Address: TED ITWY 82, CARBONDALE, CO 81623
RIGHT OF PROPRIETOR OF A VEIN OR LODE 1-0 EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME HE FOUND TO PENETRATE OR INTERSECT THE
PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 27,1892
IN BOOK 12 AT PAGE 140
RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 27.
1892 IN BOOK 12 AT PAGE 140
TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND EFFECTS OF AGREEMENT
RECORDED MARCH 9, 1987 IN BOOK 706 AT PAGE 827.
TERMS, CONDITIONS AND PROVISIONS OF GARFIELD COUNTY RESOLUTION NO.
95-1063 RECORDED AUGUST 10. 1995 IN BOOK 949 AT PACE 923.
TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED AUGUST 19,1994
IN BOOK 912 AT PAGE 973.
OVERHEAD POWER LINES AS SHOWWON IMPROVEMENT SURVEY PLAT PREPARED BY
TUTTLE SURVEYING SERVICES DATED FEBRUARY 2,2007 AND DATED MARCH 20,
2007.
ANY BOUNDARY DISCREPANCY DUE TO THE LOCATION OF PENCE LINES AND THE
EFFECT OF ANY RIGHT, TITLE OR INTEREST THAT MAY BP CLAIMED DUE TO ANY
SAID DISCREPANCY AS SHOWN ON SURVEY MAP PREPARED BY TUTTLE
SURVEYING SERVICES DATED MARCH 20.2007.
Farm 100 92ExH181T.ESCRCVAEGAt. 091MIG7 63000601
Garfield County
STATEMENT OF AUTHORITY
Pursuanj to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of
MUSHROOM ROCK PARTNERSHIP. LLC. a LLC (mrporation, limited
liability company, general partnership, registered limited liability partnership, registered limited liability
limited partnership, limited partnershipassociation, government agency, trust or other), an entity other
than an individual, capable of holding title to real property (the "Entity'), and states as follows:
The name of the Entity is MUSHROOM. ROCK PARTNERHIP, LLC.
and is formed under the laws of COLORADO
The mailing address for the Entity Is PO BOX 179% CARBONDALE, GO 61623
The name and/or position of the person authorized to execute instruments conveying, encumbering, or
otherwise affecting title to real property on behalf of the Entity is MONICA EDELMAN, Wk&hmfzi
The. limitations upon the authority of the person named above or holding the position described above
to bind the Entity are as follows (if no limitations, inserts None'): NONE
Other matters concerning the manner in which the Entity deals with any interest in real property. are (if
no other, matter, leave this section blank):
EXECUTED this _2�t: day of20 L.4 .
Signature:
Name (printed):
Title (if any):Mii
STATE OF
)SS.
COUNTY OF ,, aS
The foregoing insrumeppt was acknowledged before me this h day of s I op 20�
by NtOrc [a. $. tdt/.r.n— a Nvcn.ar.-, on behalf of O c a
Witness my hand and o 'c I sea ..
Mycommission expires: v Yr
(Dat otary Public)
[SEAL]
NO PUBLIC
- - Noma: arr/dle N. INldlsire
4pC,. i W 6sp.PA2 -2 302!
9, Commisstaal; R SVI Di
at.Tm.wwaom,usvlpim+a
U
OFFICE OF'1HE SECRE'1ARY OF S'1'A'1'E
OF THE STATE OF COLORADO
CERTIFICATE OF FACT OF GOOD STANDING
1, Jena Griswold, as the Secretary of State of the State of Colorado, hereby certify that, according to the
records of this office,
Mushroom Rock Partnership, LLC
is a
Limited Liability Company
formed or registered on 03/27/2008 under the law of Colorado, has complied with all applicable
requirements of this office, and is in good standing with this office. This entity has been assigned entity
identification number 20081166226 .
This certificate reflects facts established or disclosed by documents delivered to this office on paper through
12/28/2023 that have been posted, and by documents delivered to this office electronically through
12/29/2023 @ 13:12:00 .
I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, and issued this
official certificate at Denver, Colorado on 12/29/2023 Q 13:12:00 in accordance with applicable law.
This certificate is assigned Confirmation Number 15609740 .
CF... Co -
.............................................. d of ..........................................
Garfield County
STATEMENT OF AUTHORITY
Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of
MUSHROOM ROCK PARTNERSHIP, L-C. a LLC _ (corporation, limited
liability company, general partnership, registered limited liability partnership, registered limited liability
limited partnership, limited partnership association, government agency, trust or other), an entity other
than an individual, capable of holding title to real property (the "EntWY , and states as follows:
Thename of the Entity is MUSHROOM ROCK PARTNERI4P, L-C.
and Is formed under the laws of COLORADO
The mailing address for the Entity is PO BOX 1799, CARBONDALE, CO 81623
The name and/or position of the person authorized to execute instruments conveying, encumbering, or
otherwise affecting title to real property on behalf of the Entity is JOE TURNER f %e a t..A*uV e_
The limitations upon the authority of the person named above or holding the position described above
to bind the Entity are as follows (if no limitations, Insert "None"): TO WORK WITH
GARFIELD COUNTY BUILDING DEPARTMENT TO CHANGE LAND USE PERMIT.
Other matters concerning the manner In which the Entity deals with any interest in real propertyare (if.
no other matter, leave this secti6n-blank):
EXECUTED thiss/ day of 7:YZ it 202.
Signature:
Name (printed): $
Title (if any): n
STATE OF S
)SS.
COUNTY OF Kay 1
The, foregoing instrument was acknowledged before me this "I I 'L day of
by 1&ru /M S. tdrJhA.n tmaoll on behalf of Mslah�t
l6uead Ur.
Witness my hand and o`fi al seal.
My commission expires. 1p tA/
(Dace) o[ary Pubilc)
SEAL]
PUBLIC
Us N. IYIInA/n
_ Y7 B*p.: fast Ii
[/ICaarbr4a C Nfr23.2t
BL lrb Wst./ths, USVi Dimit
MUSHROOM ROCK ADU
PROPERTY OWNERS WITHIN 200'
Parcel Physical Address Owner Account Num Mailing Address
239316300954 Not available CARBONDALE BUREAU OF LAND MANAGEMENT R043957 2300 RIVER FRONTAGE ROAD SILT, CO 81652
239320101066 Not available CARBONDALE ASPEN GLEN HOMEOWNERS ASSOCIATION R830188 0080 BALD EAGLE WAY CARBONDALE, CO 81623
239329100159 Notavailable CARBONDALE MUSHROOM ROCK PARTNERSHIP, LLC R111346 PO BOX 1799 CARBONDALE, CO 81623
ROW Notavailable null
1
ro fi °• a �r, . i?
Y'REMISESi.RESERVED IN UNITEDi, PATENTRECORDED APRIL
89s IN
BOOK '' ATPAGE4 0
cO
Garfield County
Community Development Department
108 8t' Street, Suite 401
Glenwood Springs, CO 81601
(970)945-8212
www.Aarfield-county.com
TAX PARCEL NUMBER: 2393-291-00-159 DATE: 12/15/23
PROJECT: Mushroom Rock Partnership Amended Secondary Dwelling Unit
OWNERS: Mushroom Rock Partnership LLC
CONTACT/REPRESENTATIVE: joe Turner, Contractor
PRACTICAL LOCATION: 10211 Hwy. 82, Carbondale CO 81623
TYPE OF APPLICATION: Administrative Review for Secondary Dwelling Unit
ZONING: Rural
PLAN: Residential Low & Carbondale Three Mile Area
GENERAL PROJECT DESCRIPTION
The Applicant has previously obtained approval for an Accessory Dwelling Unit on the property that
was approved with conditions including a limitation on the square footage to 3,000 sq.ft. consistent
with the Land Use and Development Code at that time for lots larger than 4 acres. The unit has been
constructed and the Applicant is now looking to remodel and expand the unit. The building permit
application and research by the Building Department has confirmed that the existing structure has
exceeded the size limitation, and the proposed remodel would further expand the size inconsistent
with the approved Land Use Change Permit. The unit is fully served by infrastructure including water,
sewer, power, and access. Conditions of approval also included mitigation for natural hazards
including potential for rock fall and debris flow off the adjacent steep hillside/slopes.
The original dwelling on the property is only 1,700 sq.ft. in size and the Applicant is requesting that
that the approvals be amended to shift the Accessory Dwelling Unit classification to the original
dwelling and allow the current Accessory Dwelling unit to be labelled as the primary dwelling unit.
The primary dwelling unit does not have a size limitation which would allow for the proposed
remodel.
Sat_
0
The proposal would constitute a substantial modification to an application and require a new
submittal. However, since the original approvals the code provisions and definitions of Accessory
Dwelling Unit have been updated and the Applicant's proposal would now be reviewed as a
"Secondary Dwelling Unit" in accordance with Section 7-701(B).
County Staff has identified this Secondary Dwelling Unit/Amendment option for the Applicant as
outlined in this Pre -Application summary and included a summary of submittal requirements. The
new Application will need to document that water, sewer and access are all adequate to serve the
two units on the property. Completion of some of the testing/documentation may be requested to
be completed as a condition of approval as a Waiver of Submittals (Section 4-202). The application
will still need to address the standards contained in Article 7 (Division I, II, & Ill) and Section 7-701 for
Secondary Dwelling Units.
Potential waiver requests are noted in the Submittal Checklist and submittal of the current building
permit application including site plan details can also serve to address certain submittal requirements.
The site plan needs to include significant natural features and important improvements (driveways,
water wells, OWTS, and existing structures).
The following Sections of the Garfield Land Use and Development Code as amended apply to the
Application:
® Section 4-103 Administrative Review and Section 4-101 Common Review Procedures
® Table 4-201 Submission Requirements and Section 4-203 Description of Submittal
Requirements.
® Section 4-118 Waiver from Standards and Section 4-202, Waiver from Submittal
Requirements, as applicable.
® Article 7 Standards, Divisions I, II, and III,
® Section 7-701 (B), Standards for Secondary Dwelling Units
As a convenience outlined below is a list of information typically required for this type of application.
Table 4-201 outlines the specific application submittal criteria. The following list can function as a
checklist for your submittal.
E General Application Materials including the Application Form (signed), payment of Fees and
signed Payment Agreement Form (see attached).
o A narrative describing the request and related information. This needs to specifically
include the switch in the unit classification.
a The narrative needs to include basic information (size, square footage) of the SDU.
o Proof of ownership.
o A Statement of Authority is required as the property is owned by an LLC.
m
o A subsequent Letter of Authorization signed by the LLC's authorized signatory is
required if an owner intends to have a representative complete the Application and
processing.
o Names and mailing addresses of property owners within 200 ft. of the subject
property from Assessor's Office Records.
o Mineral rights ownership for the subject property including mailing address and/or
statement on mineral rights research (see attached).
o Copy of the Preapplication Summary needs to be submitted with the Application.
c Vicinity Map.
Site Plan (can include documentation from building permit submittals).
❑ Grading and Drainage Plan (waiver can be requested based on no changes to the existing
structure and/or grading details from the new building permit application can be provided).
Landscape Plan (waiver can be requested based on no changes to existing conditions).
c Impact Analysis (general information, natural hazard reports, and information on existing
improvements should be provided, items that are not applicable can be noted).
Development agreement, not applicable.
c Improvement agreement, not applicable.
❑ Traffic Study (waiver can be requested based on no additional dwelling units proposed).
i_1 Water Supply/Distribution Plan (information on legal, physical, and adequate quality water
should be provided, initial submittal may include previous reports).
c Wastewater Management/Treatment Plan (copies of existing OWTS permits need to be
provided).
c Affordable Housing Plan, not applicable.
c The Application should demonstrate compliance with Article 7 Standards.
c A copy of the existing permit needs to be provided (see attached)
Geotech Study and Status of Hazard Mitigation
c The Application may include details on any waiver request from submittals (per Section 4-
202), as applicable.
c The Application may include details on any waivers from Article 7 Standards that the applicant
wishes to pursue (per Section 4-118)
Three hard copies and one digital copy (on a USB drive, for example) of the application are required.
Both versions should be split into individual sections. Community Development Staff is available to
meet with the Applicant to provide additional information and clarification on any of the submittal
requirements and waiver requests.
MUSHROOM ROCK ADU
VICINITY MAP
ASPEN GLEN
SITE
MII
"gPublic.net" Garfield County, CO
Account
RI11346
Physical
1021182 HWY
Number
Address
Parcel
239329100159
CARBONDALE
Number
Owner
MUSHROOM ROCK
Acres
6
Address
PARTNERSHIP,LLC
Land SgFt
0
PO BOX 1799
Tax Area
011
CARBONDALECOE
2019Mill
81.0290
Levy
Date created:
1/5/2024
Last Data Uploadco: 1/5/20242:13:16 AM
Developed by4,.' Schneider
OEOSPATIAL
Overview
4
Legend
Parcels
Roads
Parcel/A[COunt
Numbers
Owner Name
Lakes & Rivers
County Boundary
Line
2019Total Actual $1.047,030 Last25ales
Value Date Price
81623 4/10/2008 $150,000
9/6/1996 $2.883.333
Site Plan
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MUSHROOM ROCK PARTNERSHIP LLG
CARBONDALE, CO
APW 2393-291-96159
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As shown on the LAND USE CHANGE PERMIT APPLICATION FORM we are
requesting waivers for the following submission requirements:
Landscape Plan Waiver: No landscape to be done, to blend into natural
terrain upon completion.
® Traffic Study Waiver: No additional dwelling units being added to impact
traffic.
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IMPACT ANALYSIS
1. Adjacent Land Use
a. Within a1,500-foot radius of the proposed project are developed residential properties, BLM
land, and undeveloped property.
2. Site Features
a. Topography. The site is located on a west facing hillside above Highway 82, across from the
Aspen Glen development. The grade on the property varies from between approximately
15% and 35%. The slope in the area of the proposed ADU footprint is between 20%-30%.
There are no known geological hazards in the area of development.
b. Vegetation: The proposed location of the ADU is in an existing clearing with sparse plant
cover. Around this existing clearing arejuniper and pinyon pine trees, sage brush, grass, and
weeds.
3. Soil Characteristics
a. Geotechnical report completed for existing dwelling unit indicates that subsoils consist of
silty sandy gravel with cobbles and boulders. Report recommended foundations be designed
for an allowable soil bearing pressure of 2,000 psf.
4. Geologyand Hazard
a. While eastern portions of this 5.63 acre property appear to have been impacted by rockfall
and debris flow hazards these are well removed from the proposed area of development.
S. Groundwater and Aquifer Recharge Areas
a. A Subsurface Investigation and Onsite Wastewater System Design was completed for the
existing dwelling. Report indicated that soil in area of proposed development consisted of
thin layer of sandy root zone, underlain by sandy silt with gravel and rocks to 8 feet
Groundwater or bedrock was not encountered. Based on this existing report a septic system
for the ADU with a percolation rate of 20 minutes per inch (MPI) should be achievable.
6. Environmental Impacts
a. Flora and fauna:
i. Short-term effect As mentioned in "Site Features" section of this impact analysis the
proposed development is taking place in an existing clearing with little existing
vegetation. We are not proposing the removal of any existing trees.
ii. Long term effect: After construction native vegetation will be allowed to regrow in
area around the ADU, except where specifically prohibited due to requirements of
local fire district.
b. Wildlife:
I. Proposed development will not impact any critical wildlife habitat.
ii. Minimal size of proposed development will ensure minimal impact on wildlife's use
of existing land. This development will also not impact further the migration routes
or use patterns of wildlife as there is already an existing elk fence on the property
line to keep wildlife from crossing Highway 82.
c. Radiation hazard does not exist on this property.
7. Nuisance
Proposed development will not generate vapor, dust, smoke, noise, glare or vibration, or
other emanations that will negatively impact adjacent properties. In addition the ADU was
deliberately designed as a "walk -out" style house with most of the mass set into the ground.
8. Hours of Operation
a. The proposed development is for construction of accessory dwelling unit. There will be no
"Hours of Operation" for commercial or business use that would impact adjacent properties.
Form No, OFFICE OF THE STATE ENGINEER
GWS-25 COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581
APPLICANT
1095
WELL PERMIT NUMBER 294196
DIV. 5 WD 38 DES. BASIN MD
MUSHROOM ROCK PARTNERSHIP LLC
C/O CALEB EDELMAN
PO BOX 1799
CARBONDALE, CO 81623-
APPROVED WELL LOCATION
GARFIELD COUNTY
NE 1/4 NE 1/4 Section 29
Township 7 S Range 88 W Sixth P.M.
DISTANCES FROM SECTION LINES
Ft. from Section Line
Ft. from Section Line
UTM COORDINATES (Meters,Zone:13,NAD83)
C+in Nnrthinn-
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) 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 injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
2) 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 Installation Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3)(b)(1) for uses as described in CRS 37-92-602(1)ft Use of this well is limited to monitoring water levels
and/or water quality sampling. This well is known as Mushroom Rock Partnership Monitoring(Observation Well no. 1.
4) This well must be equipped with a locking cap or seal to prevent well contamination or possible hazards as an open well. The well must be
kept capped and locked at all times except during sampling or measuring.
5) Records of water level measurements and water quality analyses shall be maintained by the well owner and submitted to the Division of
Water Resources upon request.
6) Upon conclusion of the monitoring program the well owner shall plug this well in accordance with Rule 16 of the Water Well Construction
Rules. A Well Abandonment Report must be completed and submitted to the Division of Water Resources within 60 days of plugging,
7) The owner shall mark the well in a conspicuous place with the well permit number and name of aquifer as appropriate, and shall take
necessary means and precautions to preserve these markings.
8) This well must be constructed by or under the supervision of a licensed well driller or other authorized individual according to the Water Well
Construction Rules. If non-standard construction is anticipated, a variance request must be submitted in accordance with Rule 18 and approved
prior to well construction.
9) A Well Construction and Test Report (Form GWS-31), including lithologic log must be submitted by the individual authorized to construct the
well. For non-standard construction, the report must include an as -built drawing showing details such as depth, casing, perforated zones, and a
description of the grouting type and interval.
10) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work
reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual
location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines.
NOTE: Issuance of this permit does not guarantee that this well can be converted to a production well under a future permit. Additionally,
pursuant to Rule 14.2 of the Water Well Construction Rules (2 CCR 402-2), monitoring holes constructed pursuant to a monitoring hole notice
shall not be converted to a production well. (Upon obtaining a permit from the State Engineer, a monitoring hole may be converted to a
monitoring well, recovery well for remediation of the aquifer, or a dewatering system for dewatering the aquiter.)
NOTE: Application Receipt no. 9503060 (Application Withdrawn) was previously applied for on this parcel.
NOTE: Parcel Identification Number (PIN): 23-2393-291-00-1 59
NOTE: Assessor Tax Schedule Number. R111346
State Engineer
9503814
Shelton Drilling Corp
P.O. Box 1059
Basalt, Co. 81621
(970) 927-4182
Lic. # 1095
Name : Mushroom Rock Partnership LLC
c/o Caleb Edelman
Address P.O. Box 1799
City, St, Zip Carbondale, Co 81623
Phone4
Hole Size
Depth
Type
I Casing ID
Casing Do
From -To
9.0
133
Steel
6.5
7.0
0-133
6.5
220
PVC
5.0
5.5
100-220
Invoice # : C-3306
Date :5/16/2014
Permit #: 294196
Location : Carbondale
Perforated Ft :
65 ft
Estimated :
15+ gpm
Static Level :
144 ft
Total Drilled:
220 ft
Recommended Pump Set Depth 215 Ft. Pumping 15 GPM
For Pump Installation We Recommend : Samuelson Pump 945-6309 fkaun
J&MPump Co 945-6159 Rick
Aqua Tec 984-0311 Tom
Instructions :
Minimum Well Charge ( _D to 50 feet) ........................ $5,000.00
Price Per Foots Feet @ $ 42.00 Per Foot = S 3,360-00 50--130-fe-et Steel
Feet @ $ 32.00 Per Foot = $ 2,880.00 1a0--220-keipvc
Total Footage Charge $ 6,240.00
$
Conditions Of Payment -Due and yable u on receipt pay $ 11,240.00
1, *WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER
TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD ESTABLISH THE
ACTUAL WELL PRODUCTION PARAMETERS WHICH CANNOT BE DETERMINED WHILE DRILLING
2. OUR GUARANTEE IS
3. The landowner is ultimately responsible for the plugging and abandonment of dry holes or replaced wells.
according to State Rules and Regulations. Please contact us for details and/or prices.
OICE DATE, [ INi FAR PRIOR ARRANGE-
ALI4LMAY RE ADDF.D 15 DAYS FROM FIRST
BILLING.
Please call us if you have any questions. THANKYOU
ay
CO LO RA DO Colorado Department of Public Health and Environment
o�M.�ar<uxenaa.,....a
8100 Lowry Blvd. Denver, CO 8023D Tel: 303.692.3090 Fax: 303-344-9989
Analysis Report
Workorder: 2900973 Well Water Chemical Testing
Sample Results
Lab ID: 2102114677 - Sample ID: 307-17 Sample Type: Water
Dab Collected: 11102202116:60 Collection Slu: 10211 HWY 82 CARBONDALE CO 81623
Data Received: 11/032021 13.49 Sita Oeserip6dn:
Description: 10211 HWY 82 CARBONDALE CO 81623
Paramour Results
units
MRL
MCL
OF
Prepared
Analyzed! Qua[
EPA 8223E (Total Colborne, and E. eoll PIA)
COLIFORM P/A ABSENT
1
11/04202112:54
11MM2112:54 "
A COLIFORM P/AreauM of A6SENTIntlkslosa micro6kbglwpy said aempA.
Cdibrm was
eDssrrt wleas fMn one(<t) COIVfonn per f00 ml.
E. COLI P/A ABSENT
1
11/04/2021 12:54
11/04/202112:54 '
An E.COLIP/A msuttor ASSENT'Indreelas
tMf E.mII was NOTOETECTED.
ICP Total WaterAfetata (M-A 200.7)
Caldron 46.9
meal
0.01
1
11/222021 11:58
111=021 M.45
Copper 0.0548
mgll
0.0M
1.3
1
11/09202107.43
1110920211319
Iron 0.00240
mg/L
0.002
.3
1
11/09202107.43
11MWM2113:19
Magnesium 24.4
me&
0.02
1
111=02111.58
11232t12108:45
Manganese <0.002
mglL
0.002
AS
1
11MMD2107:43
11MM02113:19
Sodium 63.8
melt
0.1
1
iV09202107:43
11/09/202113:19
Zinc 0.03H
mg&
0.01
5
1
1b09202107:43
11/091202113a9
ICP-MS Total Water Metals (EPA 200.8)
Lead <0.0ul
mgl-
0.001
.015
1
11/12202108:37
11112*02113:01
Arsenic 0.00112
mgIL
0,001
.01
1
11112202108:37
11/12203113:01
Cadmium < eel
mg&
0.001
.005
1
11/122021 08:37
11/1MDZI 13:01
Uranium 0.00820
mg&
0.001
.03
1
11/1220210837
11MM0211301
Inorganic Anlwre (EPA 300.0)
Fluoride 10.5
mglL
05
4
10
11/0920211205
11MM0211205
Chloride 12.6
mg/L
5
250
10
11/09T20211ZOS
IlMSM2112:05
Sulfate 181
mg/L
2.5
250
10
11/09202112.05
ll/09/2D2112:05
Inorganlca (D 3739-U)
Cornmr,ib 4.166
1
1129202112:52
1129202112:52 '
The Cora vlyIndexe between-0.5endoS,, whkhladkaDss IMt Me we rlsneedybalanced(M#nWdekd
pNmbMg oraeuaaseinebulldap).
A rampemWrooH5 degree. CWSN. (59 d.,ar. Fahrenheit) hea been assumed kr Me cakuladon of CdrmelWIy Corraslvdy is Lempemrum dependent and will Increase
wIM en Increase In welertempweture.
Inorganlea (EPA 180.1)
Dissdved Solids "a
mgI
10
500
1
11109/202114:01
11109202114:01
NRC=1d:oman Ropz!mp Lna BeL=9e:Y.'i n4ctlicn timil '= Cm:mnR a::p!xtl
MCL=flamum Coa: aminnnl LImB mi EPA ragu'alics
wluL. mei:sa.,,s pa' aa:Icaa:. aqL mrogram; m u:G Ippo:
<eport ID: 2900973-28103909
Friday December 3. 2021 12:24:20 PM -
Page 3of4 HORIZON'
COLORADO
Colorado Department of Public Health and Environment
8100 Lowry Blvd. Denver, CO 80230 Tel: 303-692.3090 Fax: 303-344-9983
Analysis Report
Workorder: 2900973 Well Water Chemical Testing
Sample Results
Inorganics (EPA 200.7)
Hardness by SM 2340B 217 cce m 1 80 1
1112 02111:58
1129I202109:45
The hs`onaas result 1rdk9 M haref"hr. Potential symplams include acaly residues ead seem, daweeaM ceening action efaeaps and Cehrgeale
Inorganics (EPA 353.2)
Nilate-Nexe,(N) 2.73 ,It as 0.05 10 1
11R5202113:14
11A51202113:14
Inorganics (NA)
Sodium Adeorptikn Ratio 1.88 m91L 1
11/30202108:56
11I30202108:58
Sodium Adsorption Rate (SAR) of 1-9: Use on sodium co aria. Imps must be.1foned.
Inorganic. (SM 2320 6)
Alkalinity Total 170 GOOD 20 1
iV04202110:34
11/04202110:94
inorganics (SIR 2510a)
ConductiNry 730 uskm 10 1
1V04202110:34
111041202110:34
Inorganics ISM 4500-1f+a)
pH 7.68 Units 0.1 8.5 1
111041202110:34
11104202110-.0 '
TMs testis oonamered outofholdt, lame dire Ioph0betng a aaktteat
Additional Information
Free Chlorine
Total Chlorine
Temperature at Collection:
Temperature at Receipt: 15.5
Water Type: WELL
MRL=111— P.evslmn Lung .OL=acJP'i Daie<I'.on LmM1'=CammM1 app4[+1
"CL=ldainan CMynnaM L'mnl Car EF.4 tgNlyMrs
/IIg1-miYimamS pE e1G�CPm. ugP.Illipvpams par lCxlrW1
Report In 2900973-28103909
Friday. December 3, 2021 12:24.20 PM ,
Page of HORIZON'
CO LORADO Colorado Department of Public Health and Environment
8100 Lowry Blvd. Denver, CO 80230 Tel: 3034924090 Fax: 303-3444989
Analysis Report
Workorder: 2900973 Well Water Chemical Testing
Client: MUSHROOM ROCK PARTNERSHIP LLC Report To:
Profile: Well Water Chemical Testing MUSHROOM ROCK
Sampled By: MONICA EDELMAN PARTNERSHIP LLC
10211 HWY 82
Carbondale, CO 81623
Sample Summary
Analysis
Lab ID
Sample ID
Sample Type
Method
Data Colleafsd
Data Reoelwd
Reported
2102114677
307-17
Water
D 3739-83
11/02/202116:50
1110=021 13:49
1
2102114677
307-17
Water
EPA 160.1
11/02202116:50
11/032021 13:49
1
2102114677
307-17
Water
EPA 200.7
11/021202116:50
/1/03202113:49
8
2102114677
307-17
Water
EPA 200.8
11)02)202116:50
11/03202113:49
4
2102114677
307-17
Water
EPA 300.0
1110220211650
11103202113:49
3
2102114677
307-17
Water
EPA 358.2
11/02202116:60
1110320211349
1
2102114677
307-17
Water
NA
11102202116:50
11/0320211349
1
2102114677
307-17
Water
SM 2320B
11/02202116:50
11 M3202113:49
1
2102114677
307-17
Water
SM 2510B
11/02202116:50
11/03202113:49
1
2102114677
307-17
Water
SM 4500-1-1+13
11/02202116:50
11/0320211349
1
2102114677
307-17
Water
Total Colifo" and E. call
11/022021 16:50
11/032021 13:49
2
MRL=Mwmw Rem'mnbmn 90L=Eeb Odecuwbmn.—Cmnmenwopnea
MCL=Max— Canrammenl bmir per EPA re oalmn5.
maL-mJiw,anaF 111IWmr uY mieo]rams Per 16er I p )
Repod 102900973-28103909
Friday. December 3, 2021 12:24:20 PM "
Page 1 of 4 H O R I Z O,N'
Colorado Department of Public Health and Environment a}
8100 Lawry IlWd.Dbn., C080230 TO 303-692-3090 Fax: 303- 9989
Analysis Report
Workorder: 2900973 Well Water Chemical Testing
telOnG MUJHKUUMKUUKPANINtKJHIPLLU Report To:
Profile: Well Water Chemical Testing MUSHROOM ROCK
Sampled By: MONICA EDELMAN PARTNERSHIP LLC
HWy arbo CO
82
Carbondale, C61623
Anayes
Lab ID
Sample0
Sample Type
MNAo6
Oaia Celleo[e0
Dab RaOelvM
ftepoRaO
[tV2l l4til/
YJ/-l/
Waler
US/JYtlO
ll/VlllVll loau
1LV12V211:II49
l
21021146T1
307-17
Water
EPA 16ol
11M2R02116:50
1110=2113:49
1
21021146A
W-17
Water
EPA 200.7
11A 202116:50
11M 02113:49
8
2102114677
307-17
Water
EPA 200.8
11N21202116:50
11NL202113A9
4
2102114677
307-17
Water
EPA 300.0
11W202116:50
11MV202113:49
3
21021146T7
307-17
Water
EPA 353.2
11/022021 16:50
11N3202113:49
1
21021146Tr
307-17
Water
NA
11/0=U116:50
11103MG2113:49
1
21021146T7
307-17
Water
SM 2=8
11MU2021 ISM
11/031202113:49
1
2102114677
307-17
Water
SM 2510B
111=02116:50
11MWM2113:49
1
2102144677
307-17
Meer
SM 4500,M-8
11M=02116:50
1110=02113:49
1
307-17
Water
Tool CoNann and E. mli
llm=02116:50
11MY202113:49
2
21021146T/
PIA
eat=rn ee�xnuq cam. eot =enaxoemnwn �me.'- mewi.ea
- mlvn Gar EGw m9nm
mp'l-mtlgnm+GC no pzn� uyRAmzmyamS petlAn IGW1
Repotl lo'. 2900973-28103909
Friday. 0—ra.r 3.2021 12:24:20 PM
HORIZON'
Page 1 of '^°°
co�oaAoo Colorado Department of Public Health and Environment
$100 Lowry Blvd. Denver, DO 80230 Tel: 303592 3090 Fax: 303d40-9989
Analysis Report
Workorder: 2900973 Well Water Chemical Testing
Workorder Comments
HUMAN HEALTH
Aramaic, cadmium. Copper, lead, Uranium. Fluende. N9rele/NNile combermil are below EPA health -based ataMards. Iron, Manganese, Zinc,
pH, Wide-D'ewlved. SuMmta and Chloride levels meal EPA aeameeobased standards. Based an dead resulla, be wafer is sate far human
consumption.
aai=,n - m,wMe
aewmw c�mn� ew.-aea, x i ' Fr rve le
°mret wvmum we r IMI)re Lim n,EP mr 1enimmo
mim�m mot. cal mmoo,e�m,ln.,rwm
Repon lP. 2900973-28103909
=nday. December 3, 2021 12.24:20 FM HORIZON'
rage 2 N 4 "°°
��co LORAoo
r Colorado Department of Public Health and Environment O('
8100 Lowry Blvd. Denver, CO M230 Tel: 3034924090 Fax: 303-3 49909
Analysis Report
Workorder: 2900973 Well Water Chemical Testing
Sample Results
LablD: 2101 Sample 10: 307-17 Bample Type: Men-
DaeCollembi 19Po120211e50 Collection SRe: 10211 HW( 02 CARBONOALE CO 81523
Dab Receive9: 11N&202113:49 Sib Dmudpvon:
Description: 10211 HWN 82 CARBONOALE CO 81623
Parameter ResORe
Unit
MRL MCL
DF
preparM
Anagram! We.
EPA 9229E (Toll CalObrm mad roll P64)
WLIFORM PIA ABSENT
1
11IMI202112:59
1lAguN2112:51 '
ACWIFORMWAresuIXar'AOSEM'ir Wsarrvnodabgiu wMsampH.
Co4Nrm xaaab»n101bWWnwre(<1)LdibrmVer
100 m1
E COLI P/A ABSEW
1
11101202112:54
11b4202112:54 '
M ECOLI PIA mwg of-ABSENrmn o%vnf afEmWMSNOTOElEC
WP Teti WMer Metals (EPA 2001)
Celumn 4ag
m91
0,01
1
1ln2 2111:50
11R32W109:45
C'Per 0.0w
myL
0.001 1.3
1
11ADIA021 07:49
11A)R02143:19
1— 0.00240
ngyL
0.002 .3
1
11IW(L02107:43
1IM0211119
Ma9reaWm 244
mall
0.02
1
11/mum 11M
1123gl1ti MAS
Manganese <0.002
m9IL
0,002 .05
1
11MMUl 07:.3
11N9202113:19
Sodium am
mgM1
el
1
11/W202107:43
11MM202113:19
Zinc 0.0358
m9M1
Sri 5
1
11/C9I202107o
11AMR02ll3:19
ICPMS Teral Wager Metals (EPA 200.8)
Lead <p001
myL
O.Wt .015
I
WIM021 W17
111ID20211301
Anmlc 0.00112
m9M1
0,001 .01
1
11/12/2021 C 7
11112(A2113:01
Cadmium �.001
Pala.
Seal A05
1
1111=021 08:37
111IIR02113:01
Ummum 0.004"
m9M1
0.001 .03
1
11112R0210 7
11/1M02113V1
Irmr9anlo "me (EPA 300.0)
Fluonae 10.5
myL
0S 4
10
111T&202112:05
11MM02112M
CObnde 12.6
ngM1
5 250
10
11NB202112:05
11N320211206
Same 101
mA
2Z 2m
10
111WR02112A5
11RJRM112M
Irlryanlee (D 3739,83)
Cono9Nry Alex
1
IInluali 12:52
11Y1920211252 '
7M cormsviu, M.MCe.-4..5 nM OA..
ioumales 1. Me eareris
meM aeren2d(Mx nagmeo megvmem,
wcause. oulMup).
A 1empe21ure 113 memax Cel 159 dogmas Fafomh 0ma 0een seamed brllukvHlmn WComWvly Co "i` is ameereMre mgame"' Pm"e'inceel
wire ea wabrrempemmre.
lem, nles(EPA 160.1)
UP.l. Sonas 00
mglL
10 500
1
11108MMI 14,01
11011 2114:01
mat-x rci=w�m���--ou �ne�i�i•wreo yea: ��o�alnunon mewA�
meM1-mngnms ptt Me�lapnU. WM1 mvmprart¢%rinetlPW)
RepoP ID2900973-28103909
Fade, December 3. 202112'.2420 PM
HORIZON
Page 3 of
36
yS� IcowBeoo Colorado Department of Public Health and Environment
9100 Lowry BIVO. Denver, CC 80230 Tel: 303b923090 Fax 303-360-9989
Analysis Report
Workorder. 2900973 Well Water Chemical Testing
Sample Results
Ineryanlaa(EPA TOO.n
HaNneu by 3M 2340B 217 Aj 1 80 1
IJIM0211158
11MM21 Met
rneaamnearemtta dw.xee MV wakr. FMnOeI aymgamelMutls.xe, ra T .aMmap sum, McrtauN Neaning a. of., and W.1aft
mmpamaa (EPA 353.2)
Niaeaa.N.le(N) 2T3 ngLeex 0.0 10 1
11I152021 MU
11115=2113:14
Inorpenluaa
S.—Mmrylion Rego I.M mg& 1
11(f0( iM.56
11MM02108:56
S.aa Ad axial Rafe(SAM.11-9: U. SWvm saxs a amps axial baceWaae0
Inorganlas MM 020 B)
Mixer ity TOMI 170 Camay 20 1
11O I202110:34
11N4I202110.34
Inoryanlca (SM 25188)
conduaiNly 730 UY 10 1
IIAW202110:34
11N4,202110:34
Inorganlca (SM 41PWH-Ig)
pH T.68 Urx% 0.1 a5 1
IIAM2021 M34
I1IMI202110:34
ThlaMsllamnaNaletlWl pllMlalnp llmetlue to pH0BIn2e Mpkel
Additional Information
Free Chlorine
Total Chlorine
Temperature at CoBecson:
Temperatureal Re a ipl: 15s
Water Type: WELL
mn✓w - o..neieaon Lime '- 1u00—
maM1 mioq�amxpeeleee lax., eM1 mump... pruerlcpq
Report ID. 2900973-28103909
Fnday. December 3, 2021 12 24:20 PM
Page 4 m4 HORIZON'
COOLLOO RSLa_60 Colorado Department of Public Health and Environment
,...m,.e....._....
810D Lowry Blvd. Denver, Co 90230 Tel: 3034924090 Far: 303- 9989
Analysis Report
Workorder. 2900973 Well Water Chemical Testing
«< PRELIMINARY REPORT-BACTERUIL RESULTS COMPLETE; CHEMISTRY PENDING »>
Client: MUSHROOM ROCK PARTNERSHIP LLC Report To:
Profile: Well Water Chemical Testing MUSHROOM ROCK
Sampled By: MONICA EDELMAN PARTNERSHIP LLC
10211 HWY 82
Carbondale, CO 81623
Sample Summary
Anelyes
Lab ID Semple ID Sample Type Method Deb collecbtl Dab R.Nad Repoded
2102114677 307-17 Mass ^W Cdilarm and E. boll 11/ 02118:5D 11M=02113:49 2
mn1=x smw9niry imne - maPouea
mµ�mJl9��ce�� IPomI�ueL cea�Wmna Rla� 14W)
Repon ID'. 4882946
Thursday. November 4, 2021 2:59:04 PM
Re9e 1 of 2 HORIZON'
COLORAD Om C3i
®"°°"`",...: Colorado Department of Public Health and Environment
$100 Lowry Blvd Denver, CO 80230 Tel: 303-692-3090 Fax: 303-344-9959
Analysis Report
Workorder. 2900973 Well Water Chemical Testing
«< PRELIMINARY REPORT -BACTERIAL RESULTS COMPLETE; CHEMISTRY PENDING »>
Sample Results
Lab ID: 2102111 SemplelD: 30747 Sample Type: Water
Dale Collede@ 1102120211650 Collection Site: 10211HWY92CAR80NDALEC061623
Date Received: 11A)31202113:99 Site Deacrlpaon:
Description: 10211 HWY 82 CARBONOALE CO 816Y3
Parenal Fai lb Unit MRL MDL OF Prepared Analyzed Deal
EPA 92"B (Total Castle. end E. colt PIN
COLIFORM PIA ABSENT 1 IlMe(21123 11p1l 12:54
ACOIJFORMWAresulf d'A95ENI'inalmleaa rMcmdaNpiraAY sabaxnpV Cd4onn axs aOeeMabu Nan cne(<fJ CWMmpal100m1.
E. COLI Pro ABSEW 1 1110G202l Ill llile 2 Mal
An ECCLIPo m ftol'ASWNT'IfNales NMEm4was NOTD CrE0.
Additional Information
Free chicane
Toll Orientate
TempereNR M collection
TempeteWre at ReUipt 15.5
Water Type: WELL
Mwnu .—.e rimn.e a.
mpt eapramsp Ial1pm1 rW=e�w�p+^�w„... '
ReporllD'. 4862946
Tbersdey, November 4. 2021 25904 PM
Page 2 of HORIZON'
Garfield County
IRIMP
Community Development Department
108 8' Street, Suite 401
Glenwood Springs, CO 81601
Phone (970) 945-8212
PERMIT # 5EPT-12-17-5053
Project Address 10211 HWY 82
Subdivision
Owner Name Mushroom Rock Partnership, LLC
PERMIT
KEEP AVAILABLE AT PROJECT SITE
Permit Type Septic - New
Work Classification New
Issue Date 12/21/2018 Expiration Date 6/19/2019
Parcel No. 239329100159
Lot Section -Township -Range 29-07-88
Owner Mailing Address PO Box 1799 Carbondale, CO 81623
Contractor(s) Caleb Edelman
Work Description: New OWTSfor ABti Saui-h } ottse
Owner Phone 970-618-2813
Contractor Phone 970-618-2813
Valuation
Square Feet
UAPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION. PLEASE NOTE: Final inspection of the work authorized by this permit is required. A
Certificate of Occupancy most be obtained prior to use and occupancy of new buildings and structures. A Building Permit becomes null and
void if the authorized work is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of
180 days after commencement
I I Drive Rd
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SERVICE�
Apnl 14, 2019 Project No. C1101
Caleb Edelman
ceel environmentalspade.com
Onsite Wastewater Treatment System (OWTS) Installation Observations
10211 Hwy 82
Garfield County, Colorado
Permit Number SEPT-12-17-5053
Caleb,
ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS)
on April 5, 2019 for the subject property. You, the property owner, installed the system. The garage was
not constructed at the time of the OWTS installation. The system was sized for a future 4-bedroom
residence.
The system installation included a 1250-gallon, two -compartment concrete septic tank an effluent filter on
the outlet tee. This filter must be cleaned annually, or as needed. Effluent gravity Flows to a
disbibution box which was accessible from grade. The STA consists of three rows of 11 'Quick 4'
Infiltrator@ chambers and one now of 13 'Quick 4' Infiltrator® chambers for a total of 46 'Quick 4'
Infiltratonel chambers and bb2 square feet of mfilua0ve area. Inspeebon pons were placed at the
beginning and end of each row, of chambers.
The OWTS was generally installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are
made to the OWTS in the future. Any additional OWTS construction must be according to the county
regulations.
LIMITS:
Observations are limited to components that are visible at the time of the inspection. The installer must
have documented and demonstrated knowledge of the requirements and regulations of the county in
which they are working. The quality of the installation is dependent of the expertise of the installer, soil
type, and weather conditions.
Please call with questions.
Sincerely,
:YJrn
ALL SERVICE sr-e�ptic�,
Reviewed By:
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Ostberg, MPH, REHS
Richard H. etz,
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33 Four Wheel Drive Rd
Carbondale, CO 81623
970 -309-5259
January 14, 2015
Caleb Edelman
edelrnancm(Ovalhoo.com
Subsurface Investigation and Onsite Wastewater Treatment System Design
Proposed Garage with Plumbing
TBD Hwy 82
Garfield County, Colorado
Caleb,
Project No. C1 101
ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater
treatment system (OWTS) design for a future garage with plumbing on the western portion of the subject
5.63-acre property (Site) with the following legal description:
A Parcel of land situated in Lot 1, Section 29, Township 7 South, Range 88 West of the Sixth Principal
Meridian, County of Garfield, State of Colorado.
In addition to the garage, the owner desires to have the ability to construct a 4-bedroom residence in the
future without further modifications to the OWTS. The Site is located outside of Carbondale, in an area
where OWTSs and wells are necessary.
The northern portion of the Site is currently developed with a single-family residence. A recently installed
OWTS serves the single-family residence. A driveway also exists on the northern portion of the Site for
access to the single-family residence. A garage with plumbing is proposed on the western portion of the
Site. A private well also exists on the Site. The well is located greater than 100-feet from the proposed
OWTS that will serve the proposed garage with plumbing.
The proposed soil treatment area (STA) location has approximately a twenty percent slope across the
proposed STA. Native vegetation such as sage and scrub oak exists in the area of the proposed STA.
The subsurface was investigated on August 12, 2014 by digging two 8-foot soil profile test pit excavations
(Test Pits) and conducting a visual and tactile evaluation of the soils at approximately 3-feet below native
grade.
The materials encountered in the Test Pit #1 consisted of medium to dark brown, moist, topsoil to 6-inches,
underlain by brownish red sandy loam with single grain structure shape, weak structure grade, and loose
consistence with flat, platy cobbles 2 to 4-inches in diameter to a maximum depth explored of 7.5-feet.
No bedrock or groundwater was encountered.
The materials encountered in the Test Pit #2 consisted of medium to dark brown, moist, topsoil to 6-inches,
underlain by brownish red sandy loam with single grain structure shape, weak structure grade, and loose
consistence with flat, platy cobbles 2 to 4-inches in diameter to a maximum depth explored of 7.0-feet.
No bedrock or groundwater was encountered.
Test Pit #1
The proposed garage will include oshower, toilet, and lavatory for use byone person. Wastewater flow,
in accordance with Table 6-2 presented in the Garfield County On -Site Wastewater Treatment System
Regulations, adopted April 14, 2014, is calculated at 47.9 gallons per day.
Since a future, 4-bedroom residence is contemplated, the OWTS design will be based on 4-bedrooms.
Design Calculations:
Average Design Flow =75x2x3Bedrooms +75PGO=525QPD=O
Q/LTAR= / 056GF
_959EI:1 (----q jz
The system installation will include onew concrete septic tank aneffluent
filter onthe outlet tee. Effluent will gravity flow to a distribution box which must be made accessible from
grade. The STA will consist of three rows of 11 'Quick 4' Infiltrator@ chambers and one row of 13 'Quick
4' InfiltratorO chambers for a total of 46 'Quick 4' Infiltrator@ chambers and 552 square feet of infiltrative
area. Inspection ports must be placed at the beginning and end of each row of chambers.
The component manufacturers are typical of applications used bycontractors and engineers in this area.
Alternatives may be considered or recommended by contacting our office. Construction must be
according to Garfield County O»@Ka Wastewater Treatment System Regulations, the 0WB Permit
provided byGarfield County Building Department, and this design.
An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire
disturbed are of the OWTS installation. Amixture of native grass seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and competes well with
successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be plated over
the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
The property owner shall be responsible for the operation and maintenance of each OWTS;servicing the
The property owner is responsible for maintaining service contracts for manufactured units
altemating STAs, and any other components needing maintenance,
Geo-fabrics. or plastics should not be used over the absorption area. No heavy equipment, machinery, or
materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures
should be checked to ensure that no additional water is being discharged to OWTS. For example, a running
toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
The homeowner should pump the septic tank every two years, maaneeded gauged bymeasurement of
solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not
be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWTS. The CWTS is engineered for domestic waste
K design includes npump, air release valves and weep holes must bainstalled to allow pump lines to
drain tominimize risk offreezing. The pumpshall have anaudible and visual alarm notification hxthe
event of excessively high water conditions and shall be connected to a control breaker separate from the
high wateralarm breaker and from any other control system circuits. The pump system shall have u
switch oothe pump can bemanually operated.
Excavation equipment must not drive inexcavation ofthe STA due to the potential to compact soil.
Extensions should boplaced onall septic tank components to allow access tothem from existing grade.
ALL SERVICE septic, LLC must view the DVVTG during construefion. The OWTS observation should be
performed before backfill, after placement of OWTS components. Septic tanks, distribution devices,
pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic,
LLC should be notified 48 hours in advance to observe the installation.
The design is based oninformation submitted. Ifsoil conditions encountered are different from conditions
described in report, ALL SERVICE septic, LLC should be notified. All OVVTS construction must be
according to the county regulations. Requirements not specified in this report must follow applicable
county regulations. The r should have documented and demonstrated knowledge of the
requirements and regulations ofthe county inwhich they are working. Licensing ufSystems Contractors
may berequired bycounty regulation.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
tot/lu . A"
Carla Ostberg,MPH, REHS
Reviewed
Liability Clause: Under no circumstances whatsoever shall the liability of ALL SERVICE septic, LLC, in connection with
any contract, directly or indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the services
andlor goods which are the subject of the contract in connection with which the liability arises,
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B & R Septic Service, Inc.
Rooter & Jetting Service
Video Inspection Service
0603 Handy Drive
Carbondale, CO 81623
Bill To
Monica Edleman
10211 Hwy. 82
Carbondale, CO 81623
ct-�'
Invoice
Date Invoice #
1/14/2024 22226
P.O. No.
Terms
Project
Due on receipt
Quantity
Description
Rate
Amount
1,300
Pump septic tank @ 10211 Hwy. 82 - overfull due to clogged filter - tank is
0.35
455.00
in good condition,no cement deterioration, T's on both inlet & outlet lines
1,300
Dump Fee
0.25
325.00
Digging & located Charge
200.00
200.00
Sales Tax
�roenf /Uainfenanne
3.60%
0.00
Oki u p p"A� M,v x m
Thank you for your business.
Carbondale
Aspen
Fax
Total
$980.00
970 963-3814
970 920-2059
970 963-6070
r-�of�scs
en.r/meT•
Garfield County
Community Development Department
1088. Street, Suite 401
Glenwood Springs, CO 81601
Phone (970) 945-8212
A, an;�
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PERMIT CARD
POST THIS IN A CONSPICIOUS PLACE WHEN
CONSTRUCTION IS STARTED
Permit Type Residential -
Work Classification New iilirwi�
PERMIT # BLRE-12-17-5052 Issue Data 12/21/2018 ;x 6/19/2019
Project Address 10211 HWY 82
Parcel No. 239329100159
Owner Name Mushroom Rock Partnership, LLC Owner Phone 970-618-2813
Contractor(s) Caleb Edelman
Work Description new s/f dwelling for ADU on finished basement
Contractor Phone 970-618-2813
AGREEMENT
In consideration of the issuance of the permit the applicant hereby agrees to comply with all laws and regulations related to the zoning,
location, construction and erection of the proposed structure for which this permit is granted. The applicant further agrees that if the above
said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit
may then be revoked by notice from the County Building division and immediately become null and void.
Ins tion
Comments
Pass
Data
Footers
O�G 6 3 aO
2Y
Foundation Walls'
UG Plumbin
GOO GOlOiC —m7C7---
Rough Plumbing
W u 7 i
U 1000 - Aje. l - ,L.r
Gas
sr Ark. 114—
Mechanical
W-A�—ADS
JL T
1 -
Framin
Insulation
r- 614 0
Drywall
4-ds
Misc.
Final
R&B Drivewa
' Rough electricalmspection must be completed prior to a framing inspection
PLEASE SEE BACK OF PERMIT FOR ELECTRICAL AND FIRE DEPARTMENT INSPECTIONS AND OTHER COMMENTS
&ATe a3Soo
ADDITIONAL INSPECTIONS MAY BE REQUD2ED
For Inspections Call N70) 945-137-1 X1621
For Driveway Inspections Call (970) 61-5-8601
G(� oTtech
HEPWORTH-PAWLAK GEOTECHNICAL
March 17, 2014
ECOS
Attn: Caleb Edelman
P.O. Box 11936
Aspen, Colorado 81612
Job No. 110 081A
Subject: Observation of Excavation, Proposed Garage/ADU, 5.63 Acre Parcel,
North of Mushroom Rock, Highway 82, Garfield County, Colorado
Dear Mr. Edelman:
As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the
excavation at the subject site on March 14, 2014 to evaluate the soils exposed for
foundation support. The findings of our observations and recommendations for the
foundation design are presented in this report. We previously conducted a pit observation
at the site and presented our findings in a report dated May 19, 2010, Job No. 110 081A.
Evaluation of potential geologic hazard impacts and possible mitigation are beyond the
scope of this study.
At the time of our visit to the site, the foundation excavation had been cut in two levels
from 1 to 11 feet below the adjacent ground surface. The soils exposed in the bottom of
the excavation consisted of medium dense, silty sandy gavel with cobbles and boulders.
No free water was encountered in the excavation and the soils were slightly moist to
moist. The footings had been formed and steel reinforcement was in place.
The soil conditions exposed in the excavation are consistent with those previously
encountered on the site and suitable for support of spread footings designed for the
recommended allowable bearing pressure of 2,000 psf. The ground surface around the
garage/ADU will need to be graded to divert surface flows away from the structure as a
minimum in accordance with the Surface Drainage section of our previous report. Other
recommendations presented in our previous report which are applicable should also be
observed. While on -site, the concrete contractor stated that a rock had fallen into the
excavation apparently from the hillside after excavation was complete. The possible
rockfall risk had been previously identified as a potential hazard to the site which should
be evaluated for possible mitigation.
The recommendations submitted in this letter are based on our observation of the soils
exposed within the foundation excavation and the previous limited subsurface exploration
at the site. Variations in the subsurface conditions below the excavation could increase
Pjrk,7 :41 1 I0 • (-1,I..i I �hnne, 1 - rdc,ril . rn, -t .- "',
ECOS
March 17, 2014
Page 2
the risk of foundation movement. We should be advised of any variations encountered in
the excavation conditions for possible changes to recommendations contained in this
letter. Our services 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 should be
consulted.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH — PAWLAK GEOTECHNICAL, INC.
Daniel E. Hardin P.E.
Rev. by: SLP
DEH/ksw
cc: Kurtz and Associates — Attn: Brian Kurtz
Job No. 110 081A
Ge'!Stech
GEOTECH STUDY and HAZARD MITIGATION
Hazard mitigation was addressed and mitigated with the building of the first
house, now known as Upper North House (Will now be the secondary unit)
Dan Harding of HP Geotech spoke with John Piano after Joe Turner had an in
person visit on Jan. 2nd
Dan would require an open hole observation at the time of excavation for the
Included with these application documents is the original HP Geotech report.
too if - +-'W� ?)2
MOUNTAIN CROSS
I.
----(,!ENGINEERING, INC.
Givii and Environtvex'itad Conadfing and Design
June 121. 20 17
Mr. David Pesnieliak
Garfield County Planning
108 8'h Street, Suite 401
Glenwood Springs: CO 81601
RE : Review of the Mushroom Rock ADU- GAPA-04-17-8529
Dear Da\,,id:
This office has performed a review of the documents provided for the Mushroom Rock ADU
Application, The submittal was found to be thorough and well organized. The review generated
the follwviFina comments:
1, The; geotcGhnical report for the residence states that rockiall and debris flow are lil<eiy hazards
and would need mitigation. Due to the proximity of the ADU, it is likely diat geologic hazards
can be anticipated. The Applicant should obtain a site specific a' eoteclinical study with a geo-
hazardanalysis. Mitigation measures may be required and often require walls, fencing, berms
or other construction. The Applicant should determine if mitigation may change the proposed
ID
ADU site location. Minor shifts ftom the proposed ADU location may be acceptable; however
shifts of substantial distance may require that the ADU be re -permitted fors a new location.
2. The proposed grading and drainage plan that was submitted was conceptual rather than a
detailed plan. Additionally grading, drainage, and retaining structures will be necessary than
what was shown. Similarly to the above, the Applicant should determine if these may change
the proposed ADU site location. Minor shifts from the proposed ADU location may be
acceptable; however shifts of substantial distance rnay1 require that the ADU be rc-permitted
for a new location.
3. The water quality anatysis showed poor results for water chemistry. The Applicant will likely
need to hire a consultant to design treatment of the well water.
4. Septic design will need to be revised since the number of bedrooms 111 the architectural plans
does not match those in the septic calculations.
Feel free to call if you have any questions or comments.
Sincerel-w%
Mo-untain Cross
Chris Hale, PE
826 ""f Grnna. Aventle, Glenwood Springs, GO 81,1601
P: 970,945.44 F: 970,945.55SR
Cs�4
11. In order to ensure that any rockfall, slope issues, grading and drainage, and/or
other natural hazards are appropriately mitigated, the property owner shall conduct
the following analyses, and shall be submitted with the Building Permit for the ADU.
These studies shall to be conducted by a professional engineer licensed in the
State of Colorado. All mitigation measures recommended as a part of these studies
shall be identified in the Building Permit application and shall be executed at the
time of construction of the ADU. In addition, the analysis conducted for reclamation
and revegetation shall be reviewed by the Garfield County Vegetation Manager
who shall make a recommendation regarding any necessary revegetation security.
a. Conduct a geotechnical study with a geohazards analysis to address
possible rockfall and other hazards at the identified ADU location; and,
b. Conduct an analysis as to how the slope hazards, which have been
identified at 20% - 30% will be mitigated to meet the requirements of Section
7-207(F)(1) of the Land Use and Development Code of 2013; and,
c. Conduct a detailed analysis of how the grading and drainage on the site will
be impacted by the ADU and other hazard mitigation structures. This
analysis shall also include any necessary erosion control measures to be
taken; and,
d. Conduct an analysis of the overall disturbance area (location and amount
of disturbance) around the ADU, driveway, as well as from the construction
area and placement location of any necessary hazard/drainage mitigation
structures. This analysis shall include reclamation and revegetation
measures that will be taken to secure the slopes both during and following
disturbance of these areas.
Reception#: 394605
07111/=7 03:46:60 An Jean Alborica Page 4 of 4
4 of 4 Roo Fea;SO.00 Doc FmO,00 GARFIELD COUNTY CO
WtW�
January 8, 2018
Mushroom Rock Partnership, LLC
PO Box 1799
Carbondale, CO 81623
Attention: Caleb Edelman
Subject: Proposal for
Geologic Hazard Evaluation
ADU at 10211 Highway 82
Carbondale, Colorado
Proposal No. GS 18-0102
As requested, we have prepared this proposal to perform a geologic hazard evaluation of
the area where you plan an Additional Dwelling Unit (ADU) on the property at 10211 High-
way 82 in Carbondale. Our preliminary observations of the property indicate that it overlies
an alluvial fan and that it may be exposed to a debris flow hazard.
Exhibit A of the attached Service Agreement contains our scope of services. A senior geo-
logical engineer will make a site visit and perform reconnaissance to evaluate the geologic
conditions and the extent of the hazards, if any, We will prepare a report with our findings
and appropriate mitigation concepts. We will need to perform this work when the site is
mostly snow -free.
The report should be complete about 1 to 2 weeks after we perform the field work. Our
services will be provided on a unit rate basis. We estimate our total fee will range between
$2,000 and $2,500.
We appreciate the opportunity to provide this proposal. If the scope of service is accepta-
ble, please sign a copy of the agreement and return it for our files. Should you have any
questions, please call.
Very truly yours,
CTIL I THOMPSON, INC.
David A. Glater, P.E., C.P.G.
Principal Geological Engineer
DAG:JDK:at
Reviewed By:
J f7 m i siones D. Kellogg, P.E.
D . i
Isior
Manager
234 Center Drive I Glenwood Springs, Colorado 81601 1 Phone: 970-945-2809 1 Fax: 970-945-7411 Iwww.ctlt.corn
Parties This Agreement is entered into this 8:h day of January, 2018 between Mushroom Rock Partnership, LLC, P.O.
Box 1799 in Carbondale, CO 81623, referred to herein as "Client" and CTL I Thompson, Inc., 234 Center Drive,
Glenwood Springs, Colorado 81601, referred to herein as "CTL."
Project Client retains CTL to provide consulting services in connection with ADU at 10211 Highway 82, Carbondale,
Colorado, referred to herein as "Project," Client's relationship to the Project is that of "OWNER."
Scope The scope of CTL's services is set forth in Exhibit A, which is part of this Agreement.
Fee CTL agrees to provide the services set forth in this Agreement for a Unit Rate basis in accordance with Exhibit
B.
The quoted fee shall remain available to Client for 30 days from the date of this Agreement, after which CTL
may increase the fee.
If Client desires to change CTL's scope of services, Client and CTL shall execute a written addendum to this
Agreement setting forth CTL's revised scope of services and fee.
Invoices CTL may submit interim invoices to Client and will submit a final invoice upon completion of its services. Invoic-
es will detail charges for different personnel and expense classifications, a lump sum fee, or a percentage of
completion, as appropriate. A more detailed itemization of charges and back-up data will be provided at Client's
request. Payment is due upon presentation of each invoice and is past due thirty (30) days from invoice date.
Client shall pay a finance charge of one -and -one half percent (1 112 %) per month on past due accounts, plus
attorney fees and costs associated with collection.
Right -of- Client shall arrange for and provide CTL with safe access to the Project property, including access for necessary
Entry equipment; to allow CTL to complete its services. While onsite, CTL will take reasonable precautions to mini-
mize damage to the Project property, but Client agrees that in the normal course of work some damage may
occur, the correction of which shall not be CTL's responsibility.
Utilities Client shall be responsible for designating the location of all private utility lines and subterranean structures with-
in the property lines of the Project. CTL will request responsible utilities to locate off -site lines and public on -site
lines when necessary for CTL's services. Client agrees to defend, indemnify and hold CTL harmless for dam-
age to utilities or subterranean structures that are not correctly located by Client or the responsible utility.
Samples CTL will retain soil and rock samples for thirty (30) days after submitting the report on those samples. Construc-
tion materials samples collected and tested, if any, will be disposed of after testing. Further storage or transfer of
samples can be arranged at Client's expense, upon written request.
Ownership CTL retains ownership and copyrights of all work product, reports, field data, field notes, laboratory test data,
of Uocu. calculations, estimates, design plans, and other documents CTL prepares in connection with this Agreement.
ments Client is licensed to use these Instruments of Service solely for the purpose they were prepared in furtherance
of this Agreement. Client shall not reproduce, use or alter CTL's Instruments of Service for other projects, or for
making future modifications to the Project, without CTL's prior written consent. If CTL terminates this Agree-
ment for non-payment. Client shall not be entitled to use CTL's Instruments of Service for any reason.
CTL shall retain delivered Instruments of Service in electronic form for five (5) years following completion of its
services, during which period the Instruments of Service shall be made available to Client during regular busi-
ness hours.
MUSHROOM ROCK PARTNERSHIP, LLC Service Agreement Page 1 of 5
ADU AT 10211 HIGHWAY 82
CTL I T SERVICE AGREEMENT NO. GS 18-0102
Job Site Client shall require the construction contractors and subcontractors to assume sole and complete responsibility
for job site conditions at the Project, including the safety of persons and property, and for construction means,
methods, techniques and sequences. Accordingly, Client shall defend, indemnify and hold CTL harmless from
all claims for personal injury or property damage sustained due to the negligence of any contractor, subcontrac-
tor, or other person not under the control of CTL i) in safeguarding the worksite, ii) for using unacceptable mate-
rials in construction, iii) in constructing the Project, and iv) for claims arising under workers' compensation laws.
Standard of CTL shall perform its services under this Agreement in a manner consistent with that level of care and skill ordi-
Care narily exercised by members of the profession currently practicing Linder similar conditions. CTL makes no ex-
press or implied warranty in connection with the performance of its services.
Client acknowledges that subsurface conditions may vary from those CTL encounters at the location where CTL
performs borings, test pits, surveys, or explorations (if any) and that CTL's data, interpretations and recommen-
dations are based solely on the information available to it. Client also acknowledges that the performance of
soils depends on variables beyond the control of CTL and therefore, CTL cannot and does not guarantee the
performance of soils at the Project property. CTL will be responsible for its data, interpretations and recommen-
dations as indicated above, but shall not be responsible for the interpretation or implementation by others of the
information developed.
Limitations Any claim or cause of action between Client and CTL including, but not limited to, claims for contribution and
on Claims indemnity, shall be deemed to have accrued and the applicable statutes of limitation and repose shall com-
mence to run no later than the date of substantial completion of CTL's services under this Agreement. Substan-
tial completion shall be deemed to occur no later than the date CTL issues its final invoice under this Agree-
ment.
In the event of a claim, Client agrees that as its sole and exclusive remedy, any claim, demand or suit shall be
brought against CTL as a corporation only, and not against any of CTL's individual employees, engineers,
agents, officers, directors or shareholders.
The services CTL provides pursuant to this Agreement are solely for the benefit of Client. Neither CTL nor Client
intends to confer a benefit on any other person or entity. To the extent any other person or entity benefits from
the services CTL provides, such benefit is purely incidental and such person or entity shall not be deemed a
third party beneficiary of this Agreement.
Client and CTL waive claims against each other for consequential, incidental, indirect, special, exemplary or
punitive damages arising out of the services CTL performs pursuant to this Agreement This mutual waiver in-
cludes, but is not limited to, claims for loss of use, product, rent, income, profit, financing, business, and reputa-
tion, for delay damages of any kind, for lost management and labor productivity, lost opportunity to complete
other projects, and for increased construction and financing costs.. This waiver extends, without limitation, to
all consequential damages due to either party's termination under this Agreement.
Limitation Client agrees CTL's total aggregate liability to Client and others for all injuries, claims, losses, damages, and
of Liability expenses (including costs, expert fees, attorney fees, and interest) arising out of CTL's services for the Project
shall be limited to the greater of $25,000 or CTL's fee for the services rendered pursuant to this Agreement.
This limitation shall apply regardless of the nature of the claim made or the theory of liability pursued, including
but not limited to, negligence, strict liability, breach of contract, breach of warranty, contribution, and indemnity.
CTL will have no liability to Client or others for damages resulting from the failure of Client or others to follow
CTL's recommendations.
MUSHROOM ROCK PARTNERSHIP, LLC Service Agreement Page 2 Of 5
ADU AT 10211 HIGHWAY 82
CTL I T SERVICE AGREEMENT NO. GS 18.0102
(sue
Value Engi- If Client directs CTL or others to revise the Construction Documents to include value engineering, value reduc-
neering tion, or substitution proposals (VE Proposals) made by others, and CTL does not recommend acceptance of the
VE Proposals, then Client shall release, indemnify, and defend CTL from and against all claims, damages, loss-
es, liabilities, costs and attorney fees arising from the inclusion of the VE Proposals into the Project.
Insurance CTL represents that it, its employees, and the consultants it retains are protected by workers compensation
insurance, and that CTL has such coverage under commercial general liability, property damage, and profes-
sional liability insurance policies as CTL deems to be adequate. CTL will provide Certificates for these insurance
policies to Client upon written request. CTL shall in no event be responsible for any loss or damage beyond the
amounts, available limits, and conditions of these insurance policies.
Termination Either party may terminate this Agreement for cause upon seven (7) days written notice if the other party sub-
stantially fails to perform its obligations hereunder, Such termination shall not be effective if the substantial fail-
ure has been remedied before expiration of the period specified in the written notice. In the event of termination,
Client shall pay CTL for services performed to the termination notice date, plus reasonable termination expens-
es.
Hazardous
Client represents that Client has made a reasonable effort to evaluate whether hazardous materials are on or
Materials
near the Project property and has informed CTL of any information or findings relative to the possible presence
of hazardous materials. Should unanticipated hazardous materials be discovered in the course of CTL's per-
formance of its services, such discovery shall constitute a changed condition mandating a renegotiation of the
scope of services, or termination of services. Should the discovery of unanticipated hazardous materials require
CTL to take immediate measures to protect health and safety, Client agrees to pay CTL for costs incidental to
taking such measures and for necessary decontamination or replacement of affected equipment. CTL agrees to
notify Client promptly when it encounters unanticipated or suspected hazardous materials. Client agrees to
make any disclosure required by law to appropriate goverment agencies. Furthermore, Client agrees to de-
fend, indemnify, and hold CTL harmless from all liability arising from discovery by anyone of hazardous materi-
als or suspected hazardous materials.
Humidity,
Unless specifically stated, services intended to control humidity, moisture vapor, and mold are expressly ex -
Moisture
cluded from this Agreement. Client acknowledges that the growth of mold, some of which may be harmful to
Vapor &
human health, can be caused or exacerbated by conditions which occur inside or outside habitable structures.
Mold
If Client desires services intended to reduce humidity, moisture vapor and mold, CTL can provide such services
for an additional fee. If such services are not expressly undertaken by CTL, Client agrees to indemnify, defend
and hold CTL harmless from all claims alleging that CTL caused, contributed to, or failed to prevent injury and
damage related to the presence of humidity, moisture vapor or mold.
Work by
In performing services under this Agreement, CTL shall be entitled to rely upon the accuracy and completeness
Others
of information, reports, recommendations, and design services provided by Client, contractors, or other consult-
ants, and CTL shall have no liability for claims or damages resulting from errors and omissions in the same.
Applicable
The law of the State of Colorado shall govern the validity of this Agreement, and its interpretation, enforcement,
Law
and performance. Should any provision of this agreement be found to be unenforceable, the remainder of this
Agreement shall nonetheless remain valid and binding.
MUSHROOM ROCK PARTNERSHIP, LLC Service Agreement Page 3 of 5
AQU AT 10211 HIGHWAY 62
CTL i T SERVICE AGREEMENT NO. GS 18.0102
Service CTLITHOMPSON
Agreement
Entire This Agreement shall be the entire agreement between Client and CTL and shall supersede any other agree -
Agreement ment relating to the subject matter hereof. In case of conflict or inconsistency between this Agreement and any
other contract documents, this Agreement shall control. Notwithstanding any other provision in this Agreement,
if Client authorizes CTL to proceed with its services or if CTL begins performance of its services, this Agreement
shall become an enforceable agreement between the parties regardless of whether either party has signed this
Agreement.
Authorization
Client
Signature
ishroom Rock Partnership,. LLC by Caleb Edelman
Name
Division Manager Manager
Title Title
Ja��uat 8, 2098 August 14, 2018
Date Date
MUSHROOM ROCK PARTNERSHIP; LLC Service Agreement Page 4 of 5
ADU AT 10211 HIGHWAY 82
CTL j T SERVICE AGREEMENT NO. GS 18,0102
Geologic Hazard Evaluation
A senior geological engineer will make a site visit to evaluate the subject property for geologic hazards that
may affect deaign, permitting and construction of the pnnpooedADU. We will use available mapping, photog-
raphy and other publications to assist our evaluation of the parcel. We will discuss each geologic hazard that
we find and provide appropriate mitigation concepts to allow safe development. Should engineering design of
mitigation be required, we can provide additional services based on a mutually agreed -upon scope and fee.
MUSHROOM ROCK PARTNERSHIP, LLC Service Agreement Page 5 of 5
Aooxr1oe11HIGHWAY ^z
��®
5020 County Road 154
H-R�KUMAR Glenwood Springs, CO 81601
Geotechnical Engineering I Engineering Geology Phone: (970) 945-7988
Materials Testing I Environmental Fax: (970) 945-8454
Email: hpkglenwood@kumarusa.com
Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, Summit County, Colorado
January 10, 2018
Caleb Edelman
P. 0. Box 1799
Carbondale, Colorado, 81623
c.e@environiiientalsr)acle.cotii
Project No. 18-7-104
Subject: Review of Potential Geologic Hazards, Proposed ADU, Highway 82 North of
Mushroom Rock, 10211 Highway 82, Carbondale, Colorado
Dear Mr. Edelman:
As requested, HP/Kumar has reviewed the potential geologic hazards that could impact the site.
Our findings are presented in this report. The services were performed in accordance with our
I
agreement for professional engineering services to you dated January 8, 2018.
Background Information: Hepworth-Pawlak Gcotechnical (now HP/Kumar) previously
conducted a subsoil study for design of foundations for a residence and ADU at the subject site
and presented the findings in a report dated May 19, 2010, Job No. 110 08 IA. The excavation
for the residence was observed to evaluate the soils for foundation support on March 14, 2014
and the findings were presented in a report dated March 17, 2014. The residence was completed
in 2014.
This report addresses the potential geologic hazards in the area of the proposed ADU. We
understand the proposed ADU is to be located as shown on Figure 1. We understand the
C,
geologic hazards review is needed for the submittal to Garfield County,
2, 1=1
Site Conditions: The proposed ADU site is located south of the existing residence. There is a
rough graded driveway leading from the main driveway to the proposed ADU site. This
driveway will be finished with the construction of the ADU. Vegetation consists of pinon and
juniper trees, sagebrush, grass, and weeds. The site is located on a west facing hillside above
State Highway 82. The ground slopes down at a grade of about 30 percent in the ADU area. A
debris flow several feet thick was previously observed to have knocked down a steel post and
wire fence northeast of the current residence site. A deep debris flow channel was observed
Caleb Edelman
January 12, 2018
Page 2
southeast of the proposed ADU site. There is evidence of damage to trees along the margins of
this channel. A recently fallen rock (fresh, relatively unweathered faces and no lichen growth)
around 3 feet in diameter was observed lodged behind a tree on the southwest margin of this
channel. Multiple smaller debris flow channels were observed to the east of the proposed ADU
site, Dead trees and loose boulders were observed in these channels. Maroon Formation
bedrock outcrops above the building area on slopes greater than 45 percent. These outcrops are
moderately weathered and relatively highly fractured. Fracture spacing ranged from around 3 to
5 feet. Boulders up to around 8 feet in size were observed near the building site.
Geologic Hazards Review: Potential major geologic hazards that could impact the site consist
of rockfall and debris flow. ��,/,{u��
The rockfall hazard is due to th edrocedf k outcrops above the site and are moderately frequent in
the area. Rockfall can damage homes and property when larger rocks fall. Debris flows occur
from hillside and mountainside drainages due to heavy rainfall sometimes associated with snow -
melt. Debris flows are moderately common along Highway 82 in steep areas within and below
the Maroon Formation. The debris flow hazard at the subject site is due to the drainage which
currently outlets to the southeast of the site to Highway 82 and the smaller drainages to the east
of the site. The subject site is located on a relatively thick debris fan deposit from these
drainages.
The potential hazards appear to be active geologic processes at the subject site and in nearby
areas, and should be expected in the future. However, without long term observations, it is not
possible to develop a statistical recurrence probability of the hazards. We are aware of recent
debris flows and rockfall in the vicinity of the site. Although the probability that a debris flow or
rockfall will impact the proposed ADU is likely low, a debris flow or rockfall has the potential to
cause major damage to buildings with a risk of harm'to the occupants. If this risk is not
.eceptable to the owgkr, then the feasibility of mitigation should be considered.
Rockfall in the area has been mitigated with rockfall catching barriers, and debris flows with soil
herons, impact walls, rigid porous barriers, and flexible porous barriers, which may or may not be
feasible at the site due to the limited area on the lot behind the proposed ADU and the Bureau of
H-PMWMAR
Project No. 18-7-104
C:� J3
Caleb Edelman
January 12, 2018
Page 3
Land Management property, and the steepness of the terrain. The feasibility of mitigation would
need to be evaluated by additional assessments for each potential hazard.
Limitations: This review was conducted according to generally accepted geotechnical
engineering rinci les and practices in this area at this time:. We make no warranty either
express or implied. The conclusions and recommendations submitted in this report are based
upon the proposed construction, the grading plans provided to us, our field observations, and our
experience in the area. We are not responsible for technical interpretation of our findings by
others.
If you have any questions or need further assistance, please call our office.
Sincerely,
H-P�,% KUMAR
Robert L. Duran, E. I.
Reviewed by:
Steven L. Pawlak,
RLDlkac
Attachment: Fig
n-rmumnk
Project No. 18-7-104
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H-RWUMAR 5029pring Count154
y Glenwood Springs, CO 8107
Geotechnical Engineering I Engineering Geology Phone: (970) 945-7988
Materials Testing I Environmental Fax: (970) 945-8454
Email: hpkigkenwood@kumamm.com
Office Locations: Denver (H% Parker, Colorado Springs, Fort Collins, Glenwood Springs, Summit County, Colorado
March 14, 2018
Caleb Edelman
P.O. Box 1799
Carbondale, Colorado 81623
ce@cnvirmmentaisrade.com Project No. 18-7-104
Subject: Clarification to Potential Geologic Hazards Review, Proposed ADU, Highway 82
North of Mushroom Rock, 10211 Highway 82, Carbondale, Colorado
Dear Mr. Edelman:
As requested, HP/Kumar performed a review of potential geologic hazard impacts to the
proposed ADU site. Our findings were presented in a report dated January 10, 2018, Project No.
18-7-104. This clarification is in response to the email from Dave Argo with Garfield County
dated March 13, 2018, item B requesting Geologic Hazards Mitigation Measures.
Geologic Hazards Review: Our review was performed to assess potential major geologic
hazards that could impact the site which identified rockfall and debris flow. The rockfall hazard
is due to the bedrock outcrops above the site. The debris flow hazard is mainly due to the
hillside drainage which currently outlets to the southeast of the site and smaller drainages to the
east. The subject site is located on a relatively thick debris fan deposit from these drainages.
Conclusions: Although the site has been identified as potentially being impacted by rockfall and
debris flow, we understand tLa this risk is acceptable. to the. owner and no mitigation measures
specific to these hazards are planned. Since the hazard risks are accepted by the owner,
additional assessments for mitigation methods are not warranted at this time.
If you have any questions or need further assistance, please call our office.
Sincerely,
H-P�k KUMAD
Steven L. Pawls]
SLP/kac
�4J
Blue areas indicate slopes greater than 30%. Notice that
the undisturbed areas east and south of the building site
are all less than 30%. Therefore, it appears that the
excess slopes inside the building site are the direct result
of man-made site excavations and disturbances.
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CO
September 18,2018
Mushroom Rock Partnership, LLC
PDBox 17Q9
Carbondale, Colorado 81O23
Attention: Caleb Edelman
Subject Geologic Hazard Evaluation
ADUat10211 Highvvay82
Carbondale, Colorado
Project No. GS06271-105
At your request, we made field observations and performed research to evaluate
the geologic hazards present at the site of an auxiliary dwelling unit (ADU) planned for
the subject lot, Our services were performed to fulfill the scope described in our Proposal
No. G8 18-01O2;dated January 8. 2018.
An existing single-family residence is on the parcel at 10211 Highway 82. The
proposed ADU is south of the residence and Situated near the toe of a steep west -facing
hillside below a naginno| mesa that defines Heuanhke| Park above. Highway 82and the
Roaring Fork River are tothe west. The project area isshown nnthe Gong|e Earth photo
reproduced below from June 2017. A cliff point that divides two incised drainages is at
about elevation 6670 and the ADU site is at about 6170 feet, The overall slope above
the building to the cliff point is about 1 JH: 1 V or about 60 percent. The area of the new
building has slopes that are about 4HAV or about 25 percent. Deeply incised drainages
bracket the site north and south of the existing and proposed dwellings and can be seen
onthe photo below.
Google Earth excerpt from June 2017. Existing home and driveway is visible nor -in ot trie rea arrow met
points iothe existing excavation for the planned ADU.Highway 02ioat the left. The development is situated
onawest-trending ridge between two incised drainages leading off steep slope oil the hill and mesa above.
234Center Drive | Glenwood Springs, Colorado 81601
Telephone: 970-945-2809 Fax: 970-945-7411
The planned home iushown ondrawings byStudio Ddated November 2017and
will be a ranch over a finished basement that may walk -out at the northwest corner. An
excavation of a few to about 12 feet deep appears to have been made at the site be-
tween 2011 and 2015.based onaerial photo review. The location iadenoted bvthe red
arrow. The excavation is presurnably for the planned ADU foundation and was dry at the
time ofmyvisit onAugust 29.2O18.
An excerpt is presented below from the Geologic Map of the Carbondale Quad-
rangle by R. M. Kj[bhG0 and B. L. Widmann of the Colorado Geologic Survey, 2008.
Setting and geology of the site can be described as a moderate to very steep hillside
above the Roaring Fork River. The Pennsylvanian -age Eagle Valley formation, gray and
yellow shale and sandstone comprise the cliffs just above the building site. The slightly
more resistant Maroon formation, red bed sandstone and siltstone forms the upper cliffs.
Both formations are considered erosion -prone. The project site lies on a thick apron of
oo|iuviumandu|npewaahoouroeUinrapid\y-erodingbedrockdiffeabove.Theoo||uv|um
deposit is well -exposed in the east wall of the existing foundation excavation shown in
Photos 1. 2 and 5 below. The colluvium is a chaotic mixture of tabular sandstone boul-
ders in a silty and sandy clay matrix and appears to be the result of ancient MUcIflow off
the hillside above. The reasonably well-defined topsoil layer exposed at the top of the
excavation indicates the recurrence interval of mudflows that formed these slopes is
probably hundreds of years or more, Observations of the ground surface around the ex-
isting residence and ADU area indicated shallow drainage swales with no evidence of
erosive flow.
Excerpt from 2008 Geologic Map of the Carbondale Quadrangle. Arrow points to approximate location of
ADU.
/idebris fan deposit |omapped north ofthe ADUsite and ioassociated with dep-
osition ina|arQ*vdrainegetothanorth,|noieeddnainagesnmthandsouMhcfthehdge
that comprises the project site appear to have carried recent erosive flood flow. Photos 3
and 4 show views of these drainages. Our observations in the field and from aerial pho-
tos indicate that these ditch features have carried recent floods without obviously spilling
into the project area. We view the debris flow hazard as low on the ADU site, provided
the "ditches" north and south of the area are maintained to handle potential flow.
MUSHROOM ROCK PARTNERSHIP, ux _52�:E'
Aouxr/oo1HIGHWAY oc
PROJECT NO.
im
Photo 2 — View to'the -north wall of the excavation. The materials exposed are typical of the bOUldery slope -
wash colluvium common below steep slopes formed of the Paleozoic -age Maroon and Eagle Valley for-
mations, The clasts in the deposit are mostly tabular sandstone boulders and cobbles in a matrix of red silty
sand with clay. Note the reasonably well -developed humic soil horizon at the top of the excavation that indi-
cates no recent site -wide slope wash deposition,
MUSHROOM ROCK PARTNERSHIP, LLC
ADU AT 10211 HIGHWAY 82
PROJECT NO. GS06271.000-105
Springs - P,ojects%GS06271.009005t1 Letters"GS06271.000-105 Letter tdocx
Photo 3 - View looking west in the southern incised drainage located about 150 feet south of the ADU site.
Photo 4 — View looking east in the northern incised drainage located about 120 feet north of the existing
home.
MUSHROOM ROCK PARTNERSHIP, LLC
ADU AT 10211 HIGHWAY 82
PROJECT NO. GS06271.000-105
C9UserslathatelBoxtPc ojests\Glenwood Springs - Projects*506271.00041051,3, Lefter,%G$06271.000.106 Letter t.docx
Photos—ViemtoNaoouthwal|ofdmoxcevahoo
Geologic Hazards
Geologically, the site isarapidly-chonging landscape and has some risk com-
pared tnaflatade.Thecol|uvie|smUisreononablyutrong|naloca|andg|oba menneun-
|aasvvetted.{)urobsemationoindicahanoon-gning|anda|idinyorne|atoUdopemove-
mentiSauos.Gen|ogiohazardathsdoou|daffeotth8proposed(endexisting)nesidenoe
include rockfalls, mudOowo and debris fans, eroaion, potentially unstable slopes and the
regional issues ofseismic affects and naturally occurring radioactivity, Most ofthese are
described below.
Rockfalls
VV*found nounusual risk ofn>chfaU.considering the terrain and location. The
slopes above and below the site expose boulders that are typically thepeeu|tnfbeingnx-
poaedbyeroaionofthecoUuviummatrix.natherthanpartofaroohfaU.Thoo|opoofth*
ADU is gentle to moderate for at least 100 feet above and a graded road provides some
extra protection from uphill hazards such as rolling rocks or even flood. The risk of rock -
fall is judged to be low. Mitigation for rockfall does not appear to be merited unless a low
risk cannot be accepted. Catchment ditches and energy absorbing fences are the pri-
marymeenotocontnn|rnckfa||.VVeviovvthaSeayatemeaoopdiona|.
Mudflows and Debris Fans
The area north and South ofthe &OUsite ksprone iomudflowand debris fan for-
mation vvhepemizeab|aondateepdna|nagnshavernoerodibkebedrockandooi|.Thein-
cieeddiicheanorthandsVuthofMheAOUappae[capab(oofonnveyinQmudf|oworde-
bri* fan deposits onto Highway 82 below the site, and probably have in the past. Photos
indicate these ditches have successfully carried recent significant flow, We believe the
recurrence iDt8nxa| offlows that would inundate the project site is more than 100yeara
as evidenced by the soil horizon exposed in the excavation and observation of the
nearby ground surface conditions. Therefore, the risk of mudflow and debris fan for-
mation m#ouhng the ADU project appears to be low. Mitigation to maintain relatively |ovv
MUSHROOM ROCK PARTNERSHIP, uo
^ouxr1m11HIGHWAY ox
PROJECT woGSe��0-105
risk would include regular inspectionand maintenance of the ditches to prevent them
from overflowing above the existing residence orproposed &DU. A civil engineer with
expertise in surface water hydrology can assist to determine the design flood and ability
of the existing drainage ditches to carry the flow. Our brief observations indicate the
ditches have carried significant flow inrecent years.
Potentially Unstable Slopes
Slopes well -above the project oitebeconnn progressively steeper toward the Ma-
roon formation sandstone cliffs at the top of the mesa. These slopes are erodible and
somewhat unstable. Water erosion, chemical weathering and gravity contribute to risk of
slope instability. Our observations indicated no evidence of an existing or incipient land-
slide that could affect the ADU,The current good drainage inthe site ofthe /\DUand rel-
atively dry climate reduce the risk that unstable S|0pRs will affect the project. K8@ea wast-
ing due to erosion is the most serious slope instability risk on this site. To the extent that
the site remains relatively dry, risk ofunstable slopes is low. Photo 2 shows avertica| ex-
cavation in the colluvium that has stayed stable for the years it has remained open. Miti-
gation for potentially unstable slopes does not appear to be necessary for construction of
theA[)U.
Seismic Effects
The site isexposed torisks due tOseismicity. This part nfColorado has alow risk
ofseismic movements that could damage residential construction. Faults near the pro-
ject site are thought to be inactive and are related to mountain building episodes that are
many millions of years old. There is increased risk of some of the above -mentioned geo-
logic hazards during seismic events, but there is no need for mitigation compared to sim-
ilar sites in the area.
Summary
In summary, the site is exposed toolow risk of geologic hazards. None of the
identified risks require mitigation. The capacity of the incised drainage ditches north and
south ofthe /\DUshould heevaluated with respect hnthe design Oood. This will help you
determine the risk mfflooding.
We believe this consultation was prepared with that level of skill and care nor-
mally exerdsedbv geological engineers inthe area, edthis time. No warranty, express or
implied is made. Should you have questions about this letter, please contact me.
CTLITH
David A�G
Principal G
OAGJDK:8o
MUSHROOM ROCK PARTNERSHIP, uo
xuu*r1mu1HIGHWAY m
PROJECT NO. aemmn.000-1oa
o^v"",*"m"'*o°*n*^**sm"°""^op*s '
Reviewed By:
James D. Kellogg, P.E.
ov
vision Manager