HomeMy WebLinkAbout1.02 Exhibits
A. Title Commitment
Commonwealth Title Company of Garfield County, Inc.
127 E. 5th Street
Rifle, CO 81650
Phone (970) 625-3300 / Fax (970) 625-3305
1322 Grand Avenue
Glenwood Springs, CO 81601
Phone (970) 945-4444 / Fax (970) 945-4449
Date: June 19, 2018
File No. 1806033-1
Property Address. , Carbondale
Tax Information
Listing Agent Selling Agent
Coldwell Banker Mason & Morse
290 Highway 133
Carbondale, CO 81623
Attn: Jim Cardamone
Email: jcardamone@masonmorse.com
Coldwell Banker Mason & Morse:
290 Highway 133
Carbondale, CO 81623
Attn: Jim Cardamone
Email: jcardamone@masonmorse.com
Buyer Attorney
BlueMountain Garfield, LLC, a Colorado limited liability
company
Email: andy@bluemountainselfstorage.com
Balcomb & Green
PO Drawer 790
Glenwood Springs , CO 81601
Attn: Chad Lee - Britt Choate
Email:clee@balcombgreen.com;
brittc@balcombgreen.com
Seller Attorney
JRP L.L.C., a Colorado limited liability company
Email: jim@landscapeworkshopinc.com
Preeo Silverman Green & Egle, PC
6465 Greenwod Plaza Blvd., Suite 1025
Centennial, CO 80111
Attn: Robert L. Preeo
Email:rpreeo@preeosilv.com
Closing Contacts
Glenwood Springs office - 970-945-4444
Linda Gabossi - linda@cwtrifle.com
Connie Rose Robertson - connie@cwtrifle.com
Rifle office - 970-625-3300
Denna Conwell - denna@cwtrifle.com
Patti Reich - patti@cwtrifle.com
COMMITMENT FOR TITLE INSURANCE
SCHEDULE A
File No. 1806033-1
1. Effective Date: June 12, 2018 at 7:59 AM
2. Policy or Policies to be issued:
(a) ALTA OWNER POLICY (ALTA 6-17-06) $1,500,000.00
Proposed Insured:
BlueMountain Garfield, LLC, a Colorado limited liability company
(b) ALTA LOAN POLICY (ALTA 6-17-06)
Proposed Insured:
3. The Estate or interest in the land described or referred to in the Commitment and covered herein is Fee Simple and
is at the effective date hereof vested in:
JRP L.L.C., a Colorado limited liability company
4. The land referred to in this Commitment is situated in the County of Garfield, State of Colorado and
described as follows:
Lot 1
Amended Final Plat
T.O. Ranch Subdivision
According to the plat thereof recorded March 14, 2008 as Reception No. 744578
TITLE CHARGES
Owner's Policy Standard Coverage $3,055.00
Owner's Extended Coverage 75.00
Tax Certificate 15.00
COUNTERSIGNED: ___________________Patrick P. Burwell_____________________________
Authorized Officer or Agent
Valid Only if Schedule B and Cover Are Attached
American Land Title Association Issuing Agent:
Schedule A Commonwealth Title Company of Garfield County, Inc.
(Rev'd 6-06) 127 East 5th Street Rifle, CO 81650
File No. 1806033-1
SCHEDULE B - SECTION 1
The Following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument
recorded subsequent to the date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise
noted, all documents must be recorded to the office of the Clerk and Recorder of the County in which said property is located.
1. Special Warranty Deed from JRP L.L.C., a Colorado limited liability company vesting fee simple title in BlueMountain Garfield,
LLC, a Colorado limited liability company.
2. Note: Per Statement of Authority recorded July 21, 2004 in Book 1606 at Page 667 the person(s) authorized to execute
instruments conveying, encumbering or otherwise affecting title to real property are James R. Pitts, Manager on behalf of JRP,
L.L.C., a Colorado limited liability company
3. Recordation of a Statement of Authority for BlueMountain Garfield, LLC, a Colorado limited liability company, evidencing the
existence of the entity and authority of the person authorized to execute instruments conveying, encumbering or otherwise
affecting title to real property on behalf of the entity, and containing the other information required by CRS 38-30-172,
evidencing the existence of said entity prior to its acquisition of title to the land herein.
4. Execution of a Final Affidavit and Agreement indemnifying the Company against unfiled mechanic's and materialmen's liens.
5. Receipt of satisfactory approval from Commonwealth Land Title for the issuance of the policy described herein.
6. The Company must be furnished a copy of (1) the articles of organization, (2) written operating agreement and all amendments
thereto, (3) current membership roster and (4) a certificate of good standing (or current registration) of said limited liability
company. Unless the deed is executed by all members, we must also be furnished evidence satisfactory to the Company that all
necessary consents, authorizations, resolutions, notices and actions relating to the sale and the execution and delivery of the deed
as required under applicable law and the governing documents have been conducted, given or properly waived.
NM 6
American Land Title Association Commitment
Schedule B - Section 1 - Form 1004-5
DISCLOSURES
Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph F provides: "Whenever a title entity provides the closing and
settlement service that is in conjunction with the issuance of an owner's policy of title insurance, it shall update the title
commitment from the date of issuance to be as reasonably close to the time of closing as permitted by the real estate records. Such
update shall include all impairments of record at the time of closing or as close thereto as permitted by the real estate records. The
title insurance company shall be responsible to the proposed insured(s) subject to the terms and conditions of the title
commitment, other than the effective date of the title commitment, for all undisclosed matters that appear of record prior to the
time of closing." Provided Commonwealth Title Insurance Company of Garfield County, Inc. conducts the closing of the insured
transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the
Owner's Title Policy and the Lenders Policy when issued. This Notice is required by Colorado Division of Insurance Regulation 8-1-2,
Section 5, Paragraph G.
Pursuant to Colorado Division of Insurance Regulation 8-1-2, notice is hereby given that affirmative mechanic's lien protection for
the prospective insured owner may be available upon compliance with the following conditions:
A. The land described in Schedule A of this Commitment must be a single family residence, which includes a condominium or
townhouse unit. B. No labor or materials may have been furnished by mechanics or materialmen for purposes of construction on
the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive appropriate affidavits
indemnifying the Company against all unfiled mechanic's and materialmen's liens. D. Any deviation from conditions A through C
above is subject to such additional requirements or information as the Company may deem necessary; or, at its option, the
Company may refuse to delete the exception. No coverage will be given under any circumstances for labor or material for which the
insured has contracted for or agreed to pay. Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph M.
Pursuant to Colorado Division of Insurance Regulation 8-1-3, notice is hereby given of the availability of a Closing Protection Letter
which may, upon request, be provided to certain parties to the transaction.
Pursuant to C.R.S. §10-11-122, notice is hereby given that:
A) The subject real property may be located in a special taxing district; B) A Certificate of Taxes Due listing each taxing jurisdiction
may be obtained from the County Treasurer's authorized agent; C) The information regarding special districts and the boundaries of
such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor;
and D) The company will not issue its policy of policies of title insurance contemplated by the commitment until it has been
provided a Certificate of Taxes due from the County Treasurer or the County Treasurer's authorized agent; or until the Proposed
Insured has notified or instructed the company in writing to the contrary
C.R.S. §30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top
margin of at least one inch and a left, right, and bottom margin of at least one half of an inch. The clerk and recorder may refuse to
record or file any document that does not conform.
Pursuant to C.R.S. §10-11-123, notice is hereby given:
This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule
B, Section 2.
A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate
and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy
in the property; and B) That such mineral estate may include the right to enter and use the property without the surface owner's
permission.
If the transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with the
disclosure/withholding provisions of C.R.S. §39-22-604.5 (Nonresident withholding).
Pursuant to C.R.S. §38-35-125(2), no person or entity that provides closing and settlement services for a real estate transaction shall
disburse funds as a part of such services until those funds have been received and are available for immediate withdrawal as a
matter of right. Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph J. "Good Funds Law"
C.R.S. §39-14-102 requires that a real property transfer declaration accompany any conveyance document presented for
recordation in the State of Colorado. Said declaration shall be completed and signed by either the grantor or grantee and Section
38-35-109 (2) of the Colorado Revised Statutes, 1973, requires that a notation of the purchasers legal address, (not necessarily the
same as the property address) be included on the face of the deed to be recorded.
File No. 1806033-1
SCHEDULE B - SECTION 2
Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction
of the company:
1. Rights or claims of parties in possession not shown by the Public records.
Note: This exception will be deleted on the final policy upon compliance with the requirements herein.
2. Easements, or claims of easements, not shown by the public records.
Note: This exception will be deleted on the final policy upon compliance with the requirements herein.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts, which a correct survey and inspection of the
premises would disclose, and which are not shown by the public records.
Note: This exception will be deleted on the final policy upon compliance with the requirements herein.
4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public
records.
Note: Exception No. 4 will be deleted upon receipt of Final Affidavits and Agreements indemnifying the Company against unfiled
mechanic's and materialmen's liens.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent
to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon
covered by this commitment.
Note: Exception 5 will be deleted on the final policy if Commonwealth Title Company of Garfield County, Inc. closes the proposed
transaction and records the applicable instruments of conveyance.
6. Any and all unpaid taxes, assessments and unredeemed tax sales.
Note: Exception 6 will read: "General taxes and assessments for the year 2017 and thereafter, not yet due and payable." on the
final policy if Commonwealth Title Company of Garfield County, Inc. closes the proposed transaction.
7. Any lien or charge on account of the inclusion of subject property in an improvement district.
8. Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record.
9. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the
premises hereby granted and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United
States Patent recorded June 24, 1895 as Reception No. 18504 .
10. Right of way for ditches and canals in place and in use.
11. Right of way easement granted to Rocky Mountain Natural Gas Company, Inc. in instrument recorded October 19, 1961 in Book 337 at
Page 236.
12. Protective Covenants contained in instrument recorded February 3, 1971 in Book 416 at Page 578.
13. Terms and conditions set forth in Warranty Deed recorded June 22, 1992 in Book 834 at Page 584.
14. Water Allotment contract as evidenced in Memorandum recorded August 12, 1998 in Book 1083 at Page 131, September 16, 1998 in
Book 1088 at Page 800, November 10, 1999 in Book 1160 at Page 821 and October 24, 2000 in Book 1214 at Page 120.
15. Garfield County Resolution No. 2001-76 recorded October 31, 2001 in Book 1298 at Page 378.
16. Terms and conditions of Subdivision Improvements Agreement recorded May 14, 2002 in Book 1354 at Page 884 and Addendum
recorded May 14, 2002 in Book 1354 at Page 894.
17. Terms, conditions, restrictions and all matters set forth in Amended and Restated Declaration of Protective Covenants for the T.O. Ranch
Subdivision recorded October 8, 2007 at Reception No. 734773.
18. Terms and conditions of Trench, Conduit and Vault Agreement recorded May 20, 2002 in Book 1356 at Page 3.
(Continued)
File No. 1806033-1
SCHEDULE B - SECTION 2
(Continued)
19. Right of Way Easement granted to Holy Cross Electric Association Inc. in instrument recorded December 2, 1970 in Book 415 at Page
284.
20. Easements, rights of way and all matters shown on the Final Plat of T.O Ranch Subdivision recorded May 14, 2002 as Reception No.
603359.
21. Easements, rights of way and all other matters shown on the Amended Final Plat of T.O. Ranch Subdivision recorded March 14, 2008 as
Reception No. 744578.
22. Terms and conditions of Termination of Protective covenants recorded June 4, 2018 as Reception No. 907526
NOTE: EXCEPTION(S) 1,2,3 and 4 WILL NOT APPEAR IN THE OWNER'S POLICY TO BE ISSUED HEREUNDER.
The Owner's Policy of Title Insurance committed for in this Commitment, if any, shall contain, in addition to the Items set forth in Schedule B -
Section 2, the following items:
(1) The Deed of Trust, if any, required under Schedule B - Section 1. (2) Unpatented mining claims; reservations or exceptions in patents or in
Acts authorizing the issuance thereof. (3) any and all unpaid taxes, assessments and unredeemed tax sales.
NOTE: The policy (s) of insurance may contain a clause permitting arbitration of claims at the request of either the Insured or the Company.
Upon request, the Company will provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction.
American Land Title Association Commitment
Schedule B - Section 2
Form 1004-12
COMMONWEALTH TITLE COMPANY PRIVACY POLICY
We Are Committed to Safeguarding Customer Information
In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that
you may be concerned about what we will do with such information - particularly any personal or financial information. We agree
that you have a right to know how we will utilize the personal information you provide to us. Therefore, we have adopted this Privacy
Policy to govern the use and handling of your personal information.
Applicability
This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use
information we have obtained from any other source, such as information obtained from a public record or from another person or
entity.
Types of Information
Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include:
•Information we receive from you on applications, forms and in other communications to us, whether in writing, in person,
by telephone or any other means.
•Information about your transactions with us, our affiliated companies, or others; and
•Information we receive from a consumer reporting agency.
Use of Information
We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party.
Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or
service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the
period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality
control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or
more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and
casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal
companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as
described above to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other
financial institutions with whom we or our affiliated companies have joint marketing agreements.
Former Customers
Even if you are no longer our customer, our Privacy Policy will continue to apply to you.
Confidentiality and Security
We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to
nonpublic personal information about you to those individuals and entities who need to know that information to provide products or
services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be
handled responsibly and in accordance with this Privacy Policy. We currently maintain physical, electronic and procedural safeguards
that comply with federal regulations to guard your nonpublic personal information.
B. Water Supply Evaluation
Wright Water Engineers, Inc.
818 Colorado Avenue, Suite 307, P.O. Box 219 www.wrightwater.com
Glenwood Springs, Colorado 81602 e-mail: jkelly@wrightwater.com
(970) 945-7755 TEL
(970) 945-9210 FAX
DENVER DURANGO
(303) 480-1700 TEL (303) 480-1020 FAX (970) 259-7411 TEL (970) 259-8758 FAX
September 7, 2018
Via Email: andy@BlueMountainSelfStorage.com
Andy Moszynski
Blue Mountain Self Storage
845 Brush Creek Road
Aspen, CO 81611
Re: Water Supply Evaluation for Proposed Blue Mountain Self Storage Facility
Dear Mr. Moszynski:
Wright Water Engineers, Inc. (WWE) has prepared this letter report to document the methodology
used to estimate the daily water demands for the proposed Blue Mountain Self Storage facility. In
addition, we evaluated the adequacy of the physical water supply to meet the proposed water
demands. The project is proposed to be developed on Lot 1 of the T.O. Subdivision in Garfield
County, Colorado. The Amended Final Plat is attached to show the locations of the lots and the
well.
WATER DEMAND
The water uses associated with the proposed self-storage facility include three bathrooms and an
employee kitchen. To estimate the daily water demand associated with these uses, WWE
consulted the Garfield County On-Site Wastewater Treatment System (OWTS) Regulations.
Table 6-2 of the Regulations provided estimates of average daily wastewater flow for various uses
in gallons per day (gpd). While Table 6-2 does not provide estimates for the exact uses associated
with the proposed self-storage facility, WWE was able to use the table as a guide and used
engineering judgment for the best fits.
The estimated wastewater flow for each restroom was based on a residential lavatory (sink) and
water closet (toilet) with rates of 8.4 and 24.8 gpd, respectively. With each of the three restrooms
rated at 33.2 gpd, all three total to an estimated 99.6 gpd of wastewater flow.
The employee kitchen was based on a residential kitchen with a dishwasher (1.8 gpd) and kitchen
sink (5.8 gpd) for a total wastewater flow of 7.6 gpd. Therefore, the total estimated wastewater
flow for the proposed facility is 107.2 gpd. Assuming that 90 percent of the water used at the
facility becomes wastewater (10 percent consumption), the water demand for the indoor use at the
facility is 119.1 gpd, or rounding up to 120 gpd. Due to the uncertainty with the water requirements
for this type of facility in Garfield County, we have doubled the projected water demand to 240
gpd.
WWE did a literature search to verify the reasonableness of the water demand of 240 gpd, or 0.27
acre-feet per year. We found values of 0.13 to 0.174 acre-feet per year for similar facilities;
Mr. Andy Moszynski
September 7, 2018
Page 2
however, these estimates were typically dominated by outdoor use for landscape irrigation. For
example, of the annual demand of 0.174 acre-feet, only 0.024 acre-feet was for indoor use.
Therefore, we conclude that our estimate is very conservative due to outdoor irrigation demand
being primarily satisfied by the irrigation ditch.
Although the landscape irrigation water is going to be primarily supplied by the property’s interest
in the Basin Ditch, Blue Mountain would like to include the well as a supplemental source of
irrigation water. The intent is that the well would only provide the irrigation water if the ditch was
not able to meet the irrigation demand due to it not delivering water to the property during the
shoulder season (April and September-October). Therefore, WWE has included landscape
irrigation in the water demand on the well during these periods. The peak irrigation demand from
the well would occur in September with an estimated demand of up to 400 gpd.
WATER SUPPLIES
The property is proposed to be served by the recently drilled replacement well on Lot 1 under
Permit No. 81697-F (attached), identified as the T.O. Ranch HOA Well 1A (herein referred to as
the Lot 1 Well). The permit, which mirrors the previous Permit No. 54929-F, allows for pumping
at a rate of up to 15 gallons per minute (gpm), and the in-house uses within 1 single family dwelling
and an accessory dwelling unit, irrigation of up to 5,000 sq. ft. of lawn and gardens, and the
watering of four domestic animals. The well will be re-permitted for the proposed uses at the self-
storage facility.
The property has a water right for 0.2 cfs in the Basin Ditch, which is the primary source of water
for the historical flood irrigation of Lot 1 and the primary source of water for the proposed
landscape irrigation.
The replacement well was drilled by Shelton Drilling on February 5, 2018 (see attached Well
Construction and Test Report). The well was drilled to a total depth of 55 feet encountering Eagle
Valley Evaporite formation from depths of 35 feet to TD. The well was completed with perforated
casing in the bottom 25 feet of the well. The static water level at the time of drilling was 22 feet.
For the proposed facility, all potable uses will come from the Lot 1 Well and most landscape
irrigation will be provided by the Basin Ditch. The water demand of the facility estimated at 240
gpd will be served by the well, which may also continue to serve the historical uses on the three
lots.
WELL YIELD
A temporary pump was installed by Samuelson Pump Company on June 26, 2018 for purposes of
conducting a pumping test. WWE and Samuelson conducted a pumping test that same day with a
static water level of 4.15 feet below top of casing prior to the start of the test. Given that the well
was a shallow, alluvial well, WWE planned to conduct a 4-hour pumping test with monitoring of
the recovery.
Mr. Andy Moszynski
September 7, 2018
Page 3
The water depth of 4.15 feet was significantly higher than the water level measured following drilling
of the well in February. The property has historically been flood irrigated for hay grass. When we
mobilized to the sight the ditch was not running, but the hay in the field had recently been cut. WWE
surmised that the water level in the well was higher primarily due to the flood irrigation, but likely
also sees seasonal variability due to the changing water level in the alluvial aquifer.
The pumping test started at a rate of approximately 4.6 gpm with the starting water level of 4.15 feet
below the TOC. The water depth dropped to 4.47 feet and quickly stabilized as shown in the attached
Table 1. The pumping rate was increased to about 11.5 gpm, and once again the water level quickly
stabilized at depth of 5.03 feet. The pumping rate was then increased to 15.15 gpm and the depth to
water dropped to 5.28 feet below TOC. After monitoring the water level in the well for an additional
1.5 hours, the depth to water remained at 5.28 feet, indicating that the well had reached steady state,
i.e., the cone of depression was no longer increasing in radius from well as the recharge rate equaled
the pumping rate. A total of over 1,700 gallons was pumped from the well during the test.
Following cessation of pumping in the well, the water level recovered to the pre-test depth of 4.15
feet within 10 minutes. The water level actually continued to rise above the starting level by a few
hundredths of a foot, which may indicate there was some diurnal fluctuation in the water level in the
alluvial aquifer. WWE also monitored the original Lot 1 well, which is located a distance of
approximately less than 200 feet away from the replacement well. The water level in the original well
never changed during the pumping test.
The elevated water level in the well relative to the level when the well was drilled is likely the result
of flood irrigation practices and seasonal variability in the alluvial aquifer. Even if the water level
was near the 22-foot depth observed during the winter, WWE believes that the well would be able to
provide sufficient yield to meet the project demands. This conclusion is based on the aquifer
characteristics observed in the well and the performance of surrounding wells completed in the same
formation.
WELL WATER QUALITY
WWE collected water quality samples for laboratory analysis near the end of the pumping test.
The suite of parameters tested are a subset of those parameters that have drinking water standards
that WWE typically uses for private well water supplies.
Table 2 summarizes the laboratory results for the well water. As shown in the table, the only
parameter that had a detected level that exceeded the primary or secondary standards, where
applicable, was turbidity. The detected turbidity of 1.46 mg/L was likely the result of the flood
irrigation on the property and the shallow depth of water level in the well.
The water had a hardness of 281 mg/L, which is considered very hard. A water softener would be
recommended to reduce scaling on pipes. The total dissolved solids (TDS) was slightly elevated
at 362 mg/L, but would still be suitable for irrigation. Both of these parameters are purely aesthetic
and have no adverse health risk.
Mr. Andy Moszynski
September 7, 2018
Page 4
CONCLUSION
The in-house water demand associated with the proposed self-storage facility is conservatively
estimated to be 240 gpd. In addition, the well may provide up to 400 gpd of landscape irrigation
water during the shoulder season if the ditch is not running. The alluvial well demonstrated during
our pumping test to be able to satisfy a demand far in excess of the proposed demand. Therefore,
even if the well is used to provide landscape irrigation, the well would be more than adequate to
meet the needs of the property. The water quality of the well water showed good water quality
with the only treatment needed for potable uses being for aesthetic purposes and disinfection.
Please do not hesitate to call if you have any questions.
Very truly yours,
WRIGHT WATER ENGINEERS, INC.
By ______________________________
Jonathan M. Kelly, P.E.
Senior Water Resources Engineer
Attachments: Amended Final Plat
Well Permit No. 81697-F
Well Construction and Test Report
Table 1 – Pumping Test
Table 2 – Water Quality Test
ACZ Laboratories Water Quality Report
cc: Doug Pratte, The Land Studio
Chad Lee, Balcomb & Green
G:\WWE\171-098\000\Docs\Blue Mountain Self Storage Water Supply.docx
CERl1FlCAJlOIll OF OONERSHIP KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, JRP, LLC, A COLORADO LIMITED LIABILITY COMPANY, IS THE SOLE OWNER IN FEE SIMPLE OF ALL THAT PROPERTY DESCRIBED AS: A PARCEL OF LAND SITUATED IN LOT 3 AND LOT 4, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARl1CULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 31 (WHENCE THE WITNESS CORNER TO SAID QUARTER CORNER, A 1963 COUNTY SURVEYOR'S BRASS CAP FOUND IN PLACE, BEARS N 89'55'23" E 40.00 FEET); THENCE S 89'55'23" W 625.03 FEET TO THE POINT OF BEGINNING; THENCE S 00'09'37" W 290.00 FEET; THENCE N 89'55'23" E 601.79 FEET (DEED = 600.00 FEET) TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF COUNTY ROAD NO. 100; THENCE S 00'05'50" E ALONG SAID RIGHT-OF-WAY 522.38 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF STATE HIGHWAY NO. 82; THENCE N 80'49'21" W ALONG SAID RIGHT-OF-WAY 460.55 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY N 80'24'00" W 912.31 FEET; THENCE LEAVING SAID RIGHT-OF-WAY N 00'00'00" E 584.96 FEET TO A POINT ON THE NORTHERLY LINE OF SAID SECTION 31; THENCE N 89'55'23" E ALONG SAID NORTHERLY LINE 752.33 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 17.740 ACRES. MORE OR LESS. THAT THE AFORESAID OWNER HAS BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE ABOVE DESCRIBED PROPERTY ON THIS AMENDED FINAL PLAT AND REAFFIRMS THE SAME AS THE T.O. RANCH SUBDIVISION. A SUBDIVISION OF A PART OF GARFIELD COUNTY. COLORADO, IN WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS ,. "" DAY OF Jan. . AD., ••• STATE OF COILORADO ) iss COUNTY OF GARFIELD) THE FOREGOING A PARCEL OF RANGE 87 LAND SITUATED WEST OF THE LOT NO. 1 2 3 LAND USE SUMMARY AREA (AC±) ZONE 5.988 A/R/RD 6.115 A/R/RD 4.926 A/R/RD TOTAL LOT AREA 17.029 RIGHT-OF-WAY AREA 0.711 COMMON AREAl OPEN SPACE 0.00 TOTAL AREA 17.740 ADDRESS 0008 T. O. RANCH LANE 0013 T.O. RANCH LANE 0014 T.O. RANCH LANE EXISl1NG ZONING = A/R/RD -PROPOSED ZONING = A/R/RD TOTAL DEVELOPMENT AREA = 17.74 ACRES± TOTAL NUMBER OF LOTS PROPOSED = 3 TOTAL NUMBER OF DWIELLING UNITS PROPOSED = 6 TOTAL NUMBER OF INDIVIDUAL DWELLING UNITS PROPOSED FOR EAGH STRUCTURE = 1 SINGLE FAMILY DWELLING, 1 ACCESSORY DWEWNG TOTAL NUMBER OF PROPOSED OFF-STREET PARKING SPACES = 18 TOTAL GROSS DENSITY PROPOSED, NUMBER OF LOTS AS A RATIO TO THE TOTAL DEVELOPMENT AREA: 2.96 DUlAC TOTAL GROSS DENSITY PROPOSED, NUMBER OF DWELLING UNITS AS A RA110 TO THE TOTAL DEVELOPMENT AREA: 5.91 DUlAC (INCLUDES ACCESSORY UNITS) TOTAL NON-RESIDENTIAL ElLOOR SPACE = 0.00 ACRES AMENDED FINAL PLAT RANCH SUBDIVISION IN 6TH LOT 3 p, M" AND LOT 4, COUNTY OF SHEET 1 OF 1 TOWNSHIP 7 SOUTH" STATE OF COLORADO SECTION 31, GARFIELD, GRAPHIC SCALE >10 80 ,.0 -I I ! ( IN FEET ) 1 inch = 80 ft. .. DAY OF OF JRP, . MY COMMISSION EXPIRES: WAS ACKNOWLEDGED BEFORE ME THIS 2008, BY JAMES R. PITTS AS LIABILITY COMPANY. ,,-.. \"-*-"urotlll--------WITNESS MY HAND AND SEAL l REBAR AND CAP iPOINT OF BEGINNING LS #19598 (SET) REBAR AND CAP TIE: S 45'02'30" W LS #1684-2 (END) 35.43' .-__ S 89'55'23" W 665.03' NOlES: 1, BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF N 89'55'23" E BETWEEN THE NORTHWEST CORNER OF SECTION 31, BLM BRASS CAP IN PLACE AND THE WITNESS CORNER TO THE NORTH QUARTER CORNER OF SECTION 31. A GARFlELD COUNTY SURVEYOR BRASS CAP IN PLACE. 2. THE REAL PROPERTY PLATTED HEREIN IS SUBJECT TO THE TERMS. CONDI1l0NS AND PROVISIONS OF: (i) RESOLUTION NO. 2001-76 ENl1llED 20' WIDE HOLYCROSS ASSOCIATION, INC. ELECTRICAL EASEMENT BK. 415 I PG. 287 10.59' W.C. N89'S5'00"E-2.00' REBAR AND CAP 134.27' t> 490.43' ..,. .... , / NB9'S5'23"E / R> / I "'-BUILDING ENVELOPE 350.00' /",,'" /;:"7/ / //1 CENTERLINE 30' /; t:--/ DRAINAGE AND ""I S' IRRIGATION EASEMENT '--/ .<> -...... !,.,., '/ I J;VJi /:-; / LOT 3 214,600 S.F, 4,926 Ac, + j-REBAR AND CAP LS #19598 (FND) ' , " -----...;!OJ,S ' 33.60' -.......... N 89'50' 36" W 25' SETBACK 15' DRAINAGE AND IRRIGATION EASEMENT AND CAP LS 11'19598 (FND) REBAR AND CAP LS t!'16842 (FND) ---625.03' 30,958 SF 0.71 AC± --320 I NORTH QUARTER SECTION 31 (COIMPUTED) 40.00 40' WITNESS CORNER TO THE 1'11/4 SECT. 31 GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE SURYEYotLs CERTIfiCATE I, FRANK W. HARRINGTON, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS AMENDED FINAL PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE T,O. RANCH SUBDIVISION, AS LAID OUT, PLATTED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECIl Y SHOWS THE LOCA110N AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS A RESOLUTION CONCERNED WITH THE APPROVAL OF A PRELIMINARY PLAN FOR THE T.O. RANCH SUBDIVSION, EXECUTED BY THE BOARD OF COUNTY COMMISSIONERS FOR GARFIELD COUNTY, COLORADO AND RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO ON OCTOBER 31, 2001 IN BOOK 1298, PAGE 378 AND RECEPTION NO. 590885; AND (ii) DECLARATION OF PROTECl1VE COVENANTS OF T.O. RANCH SUB, DIVISION RECORDED IN THE REC. O,R,DS CLER,K AND 601.79' DEED = 600.00' .. ... --REBAR AND CAP ___ RANCH LANE 20.00' LS #16842 (FND) LS #19598 (SET) '\ N 89'55'00' E 591.42' ._ RECORDER FOR GARFIELDJJb' TY, COLORA,D" O. ON, " , lhK"'i'i IN BOOKwftl!l ,.AT PAGE AND -' --Ti 7'ZLl77'7 Am.. W rroifi'<klll • ..." -' 3. THE INDIVIDU/(L LOT OWNERS SHALL BE Rt"', SIBLE THE CbNTROL OF NOXIOUS WEEDS. 4. ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENl1AL UNIT WITHIN THE SUBDiVISION AND THE DOG SHAUL BE REQUIRED TO BE CONFlNED WITHIN THE OWNER'S PROPERTY BOUNDARIES, WITH ENFORCEMENT PROVISIONS ALLOWING FOR THE REMOVAL OF A DOG FROM THE AREA AS A FINAL REMEDY IN WORST CASES AS SET FORTH WITHIN THE PROTEC11VE CONVENANTS. 5. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, EACH LOT WILL BE STAKED AND CERTIFIED BY A REGISTERED LAND SURVEYOR VERIFYING BUILDING LOCA 110N WITHIN APPROVED ENVELOPE. 6. ACCESSORY DWELLING UNITS HAVE BEEN APPROVED FOR EACH LOT SUBJECT TO COMPLIANCE WITH THE TERM. CONDITIONS AND PROVISIONS OF SECTION 5.03,021 OF THE GARFlELD COUNTY ZONING RESOLUTION OF 1978. AS AMENDED. 7. A SITE SPECIfiC GEOTECHNICAL INVESTIGATION SHALL BE CONDUCTED FOR EACH LOT TO DETERMINE PROPER FOUNDATION DESIGN AND MITIGA 1101'1 OF POTENl1AL GEOLOGIC HAZARDS. 8. SEWAGE TREATMENT SHALL BE PROVIDED TO EACH LOT PURSUANT TO AN INDIVIDUAL SEWAGE TREATMENT SYSTEM (lSTS) DESIGNED BY A PROFESSIONAL ENGINEER AND EACH ISTS AND ACCOMPANYING ABSORPTION FIELD SHALL BE LOCATED IN AOCORDANCE WITH THE REOUIREMENTS OF COLORADO OiEPARTMENT OF HEALTH GUIDELINES ON INDIVIDUAL SEWAGE DISPOSAL SYSTEM SETBACKS. 9. ALL FENCING SHALL BE RESTlRICTED TO FACILITATE WILDLIFE MOVEMENT, OIPl1MIZE WILDLIFE HABITAT AVAILABILITY AND REDUCE WILDLIFE MORTALITY (SEE PROTECTIVE COVENANTS FOR SPECIFlC PROVISIONS). 10. EACH LOT ADDRESS SHALL BE MARKED AND LOCATED SO AS TO BE CLEARLY VISIBLE FROM THE NEAREST DEDICATED ROAD. 11. THE T.O. RANCH HOMEOWNERS ASSOCIATION, INC .. ALL OWNERS, GUESTS, EMPLOYEES, AGENTS AND REPRESENTAl1VES THEREOF SHAUL BE PROHIBITED FROIM CHASING, SCARING, FRIGHTENING OR UTILIZING ANY OTHER MEANS OR FORMS OF HARASSMENT TO COERCE WILDLIFE OFF ANY LOTS. 12. AT THE TIME OF ISSUANCE OF BUILDING PERMIT, EACH LOT OWNER SHALL BE REQUIRED TO PAY TO THE DEPARTMENT OF BUILDING AND PLANNING, GARFIELD COUNTY, COLORADO. A ONE l1ME OFF-SITE ROAD IMPACT FEE OF TWO THOUSAND EIGHT HUNDRED THIRTY FOUR AND 08/100 DOULARS (12,834.08). 13. AUL COSTS AND EXPENSES RELATING TO THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE PUBLIC ROADS DEDICATED HEREIN SHALL BE BORNE EXCLUSIVELY BY THE T.O. RANCH HOMEOWNERS ASSOCIATION. INC., A COLORADO NONPROFIT CORPORA 110N. 14. NO OIPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN A SUBDIVISION, ONE (1) NEW SOLID FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL 8E AULOWED IN ANY UNIT. ALL UNITS WILL BE ALLOWED AN UNRESTlRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. 15, GARFIELD COUNTY HAS ADOPTED A "RIGHT TO FARM" PROVISION IN THE GARFIELD COUNTY ZONING RESOLU110N, SECTION 1,08, WHICH STATES AMOMG OTHER THINGS THAT, "RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS. SOUNDS, AND SMELILS OF GARFlELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH STRONG RURAL GHARACTER AND A HEAL THY RANCHING SECTOR. 16. HOMES IN EXCESS OF 3,600 SQUARE FEET SHALL BE EQUIPPED WITH AUTOMA l1C FIRE SPRINKLER SYSTEMS. 17. ALL DWELLINGS MUST BE DESIGNED TO ALLOW FOR THE VENTILA 110N OF RADON GAS. 18. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE. HAVE OBLlGA110NS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGA110N DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING. AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILll1ES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF INFDRMA TION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. CENTERLINE 15' IRRIGATION EASEMENT / / / i--. :;; .::;;;: --_ 885'39'12"E --i I 8 / fe r-,,; a 00 /" ;;: '" o q :<; z·o ..... .... / tv -'" /0/ / ..... 0> • I r< "' ... '" a z W.C. NOO'OO'00"W-ll.71' / " REBAR AND CAP '\ / " LS #19598 (END) NS7'23'20"E 101.77' L ------278.04' -r --BUILDING ENVELOPEJ l _-,N",B""S19'10"W 300.00;;;'-"--B '2400 -------"' .... . '" o . t"/ III (!;-<fJ J ----SOO'OO' 45"E 24.33' • N 89'5','8'48" E .0 -62-1 8S'''' ----, . 1'189'5 '2""E .' 601.'" 20.00 LOT 2 266,380 S,F, 6.115 Ac, +j-------'" pO • .... ---REBAR AND CAP ;;; g 43.51' 558.34' LS #19598 (SET) '" z 0' I N89'S5'23"EL 500.00' (TYPICAL) REBAR AND CAP --r--;;AINAGE AND II LS #19598 (SET) I _ EASEM)ENT 25' SETBACK I (TYPICAL) ..-r ARIABLE WIDTH 25' SETBACK I REBAR AND CAP I LS 1119598 (FND) LOU 260,852 S,F. 5.988 Ac. + j-" " ACCESS, UTILITY. DRAINAGE AND'" I IRRIGATION EASEMENT -I '" I::; '1 I/BUILDING ENVELOPE 2 J-__ ",NB",,9'55'23"E g ,2 4JI '" b (' "/ N90'OO'OO"E I o. g I a z /{jl<? I • 1 "lll ?Ig 0"' o '" ::li_ 15' DRAINAGE AND I IRRIGATION .57' 1 '--__ EASEMENT --J. ISO, ' REBAR AND CAP t --------LS #19598 (FND) L N80'4S'21"W -REBAR AND CAP LS #19598 (SET) (TYPICAL) --_-"5,,,00.00_' __ __ ----I g I I ... '" til (J1 '" o o c z -j -< ;0 o J> o o o LS #19598 (FND) STA T£ ;; -----------------------I -J HIGH COUNTRY ENGINEERING, INC, CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, COLORADO 61601 (970) 945-8676 cpt 'NIX SlJRYfYOB'S C£Rl1fJCATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY fiF jURVEYS, DRAFTING PURSUANT TO C.R.S,. 38-51-101 AND 102 (REVISED), / / ;} , ??! CALCULATIONS AND EYOR 2008 AUORNptS QfIDlACAJE I, WILLIAM A. BOSTROM, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERl1FY THAT THIS AMENDED FINAL PLAT MAKES NO CHANGES TO ANY DEDICATIONS TO THE PUBLIC AS DESCRIBED IN THE FINAL PLAT AND FURTHER, THAT THIS AlMENOED FINAL PLAT IS IN SUBSTANl1AL COMPLIANCE WITH THE GARFlELD COUNTY, COLORADO SUBDIVISION REGULATIONS OF 1984 AS AMENDED. 2008 BOARD Of COUNTY QIil\!M!S!i!!iNERS cq:RTlfiJj;AJE THIS AMENDED F,INAL PLAT, BY THE El..!lA,',RD OF COUNTY COIMMISSION,ERS OF GAflFlELD COUNTY, COLORADO THIS 13 -DAY OF n!!!,. .... "''''t 2008, FOR F!IIN" WlTH THE CLERK AND RC(;uRDER OF GARFlELD COUNTY, COLORADO AND AT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUC110N, REPAIR OR MAINTENANCE OF PUBLIC HIGHWAYS. BY,==="" CHAIRMA WITNESS MY
ORIGINAL PERMIT APPLICANT(S)
T O RANCH HOMEOWNERS ASSOCIATION
APPROVED WELL LOCATION
Water Division:
Designated Basin:
Management District:
County:
Parcel Name:
5
N/A
N/A
GARFIELD
T O RANCH
Water District:38
Well to be constructed on specified tract of land
Northing:4364308.0
UTM COORDINATES (Meters, Zone:13, NAD83)
314534.7Easting:
WELL PERMIT NUMBER 81697-F
RECEIPT NUMBER 9504357
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 37-90-137(2) on the condition that this well is operated as an alternate point of diversion to the
Basalt Conduit (if applicable per decree) and in accordance with one or more of the augmentation plans approved by the Div. 5
Water Court for the Basalt Water Conservancy District in Case Nos. 87CW0155, 93CW0319, 98CW0026/98CW0089, 01CW0305, &
02CW0077 (and Case No. 10CW0047 if in Area A-3 as described in decree), or operating pursuant to an approved substitute
water supply plan. If this well is not operated in accordance with the terms of said decree(s) or SWSP, it will be subject to
administration including orders to cease diverting water. Upon completion of the new well, the old well specifically permit no.
61741-F, must be plugged and abandoned in accordance with Rule 16 of the Water Well Construction Rules. A Well
Abandonment Report form must be submitted within sixty (60) days of abandonment of the old well.
4)The use of ground water from this well is limited to ordinary household purposes inside one (1) single family dwelling, one (1)
accessory dwelling unit, the irrigation of not more than 5,000 square feet of home gardens and lawns, and the watering of four
(4) head domestic animals. This well is known as T O Ranch HOA Well 1A, BWCD contract #374.
5)The pumping rate of this well shall not exceed 15 GPM.
6)The annual withdrawal of ground water from this well shall not exceed 1.18 acre-foot (385,600 gallons).
7)The return flow from the use of this well must be through either a central treatment system, a septic tank and leach field
system, or an evaporative system, whichever does not exceed the amount specified in the Basalt contract.
8)The owner shall mark the well in a conspicuous location with well permit number(s), name of the aquifer, and court case
number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings.
9)This well shall be constructed not more than 200 feet from the location specified on this permit.
10)A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions
must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
NOTE: Canceled permit no. 54929-F and expired permit nos. 56953-F and 61741-F were previously issued for this lot.
NOTE: This well is to be located on a residential site of 5.99 acre(s) described as lot 1, T O Ranch Subdivision, Garfield County.
NOTE: Parcel Identification Number (PIN): 23-2391-312-19-001
NOTE: Assessor Tax Schedule Number: R008547
PERMIT TO CONSTRUCT A NEW WELL
Lot:1 Block:Filing:
NE 1/4 NW 1/4 Section 31 Township 7.0 S Range 87.0 W Sixth P.M.
Physical Address:N/A
For questions about this permit call 303.866.3581 or go to www.water.state.co.us Page 1 of 2Printed 01-31-2018
NOTE: This permit will expire on the expiration date unless the well is constructed and a pump is installed by that date. A Well
Construction and Yield Estimate Report (GWS-31) and Pump Installation and Production Equipment Test Report (GWS-32) must
be submitted to the Division of Water Resources to verify the well has been constructed and the pump has been installed. A
one-time extension of the expiration date may be available. Contact the DWR for additional information or refer to the
extension request form (GWS-64) available at: http://www.water.state.co.us
1/31/2018
1/31/2019Issued By DWIGHT WHITEHEAD Expiration Date:
Date Issued:
For questions about this permit call 303.866.3581 or go to www.water.state.co.us Page 2 of 2Printed 01-31-2018
WELL PERMIT NUMBER 81697-F RECEIPT NUMBER 9504357
JCD
N
gggEg
y
u
N
F
www4
o
a
W
O
ka
o
Ucr
4f;
LLJ
w
V" ,
4,(
n
Z
LU
c
W_
Ow
o
r
G
da
C
m
u
s
a
a
WW
5
E
00
o00
0
F
m
F...
O'
rs
U
F
y
N
N
N
Q
U
E.
5
C7
3000
0`°
o'^
5
3
a
0•
a
M
8
0,
Saoz aNT
5vaa g
m
U
U
Ua
e
d3
y
o
a
q
5
E
Sd
u
on
o
ii
ON
W
m
O
h
z
y
O
p
U
s
1 ..
b
p ..]
Y
cCd
h
h
w ^
Ltl
F
Y
E
E
o
G
Cz7
a'
V
N
N
x
0.
O
Vi
N
U
GGR
G
9
W
y
3
f%
J ..
C
m
N•
M•
a
n .
C.
O
LI]
47A
9g3
F }'
G
C
a
zoo
5
v
o
U
A
S
A
o
Wv
im
b.
5
U € a02
w
d
0
Ao
o
v'
F'
dU
a
Fo
O
N
5
y::
Z
Ov
u
Uen
C7
oN
a
pp??
Z
c
w
y
zG
8E°°
3
y
K
O
V
N
w
Z
a
t
a
vow
s
W
3
c
3.
2
N
J
N
O
O
O
C
N
d
O
O
a
y
T
Q
3
33C7..
7i5ad=
0uZ¢
0.
0
a
o
n
J
Y
JCD
Total Depth:55 Meter Start:7550
Pump Set:50 Meter End:9283
Time Minute Depth to Water
(ft)
Draw Down
(ft)GPM
1:22 PM 0 4.15 4.15 5
1:23 PM 1 4.48 0.33
1:24 PM 2 4.48 0.33
1:25 PM 3 4.47 0.32 4.6
1:26 PM 4 4.47 0.32
1:27 PM 5 4.46 0.31
1:28 PM 6 4.46 0.31
1:30 PM 8 4.46 0.31
1:32 PM 10 4.47 0.32
1:34 PM 12 4.47 0.32
1:37 PM 15 4.47 0.32
1:39 PM 0 4.47 0.32
1:40 PM 1 5.02 0.87
1:41 PM 2 5.03 0.88
1:42 PM 3 5.03 0.88 11.5
1:43 PM 4 5.03 0.88 12
1:44 PM 5 5.03 0.88
1:50 PM 11 5.02 0.87
1:55 PM 16 5.02 0.87
1:57 PM 0 5.02 0.87
1:58 PM 1 5.23 1.08 15
1:59 PM 2 5.26 1.11
2:00 PM 3 5.27 1.12
2:01 PM 4 5.27 1.12
2:02 PM 5 5.28 1.13 15.15
2:07 PM 10 5.28 1.13
2:17 PM 20 5.28 1.13
2:27 PM 30 5.28 1.13
2:37 PM 40 5.28 1.13
2:47 PM 50 5.28 1.13
3:07 PM 70 5.28 1.13
3:37 PM 100 5.28 1.13
3:37 PM 0 5.28 1.13
3:38 PM 1 4.20 0.05
3:39 PM 2 4.18 0.03
3:40 PM 3 4.175 0.025
3:41 PM 4 4.17 0.02
3:42 PM 5 4.165 0.015
3:43 PM 6 4.165 0.015
3:44 PM 7 4.60 0.45
3:45 PM 8 4.155 0.005
3:46 PM 9 4.155 0.005
3:47 PM 10 4.15 0
3:52 PM 15 4.12 -0.03
4:02 PM 25 4.11 -0.04
Notes:
= blank on log sheet
Negative draw down indicates water level above starting static water level.
Table 1
Pumping Test June 26, 2018
TO Ranch Well
G:\WWE\171-098\000\Engr\Pump Tests\6.27.18 pump test\Data Loggers\
Water Level Data.xlsx
Wright Water Engineers, Inc.
September 7, 2018
Prepared By: MO
Checked By: JMK
ANALYTE UNITS Method T.O. Ranch Well 1A MCL1 MCLG2 SMCL3
Aluminum (Total)mg/L EPA 200.7 0.03 0.050-0.2
Antimony (Total)mg/L EPA 200.8 <0.0004 0.006 0.006
Arsenic (Total)mg/L EPA 200.8 <0.0005 0.010 0
Barium (Total)mg/L EPA 200.7 0.024 2 2
Beryllium (Total)mg/L EPA 200.8 <0.00005 0.004 0.004
Cadmium (Total)mg/L EPA 200.7 <0.005 0.005 0.005
Calcium (Dissolved)mg/L EPA 200.7 92.4
Chromium (Dissolved)mg/L EPA 200.7 <0.01 0.1 0.1
Copper (Total)mg/L EPA 200.7 <0.01 1.3 1.3 1.0
Iron (Total)mg/L EPA 200.7 0.25 0.3
Lead (Total)mg/L EPA 200.8 <0.0001 0.015 0
Magnesium (Dissolved)mg/L EPA 200.7 12.1
Manganese (Total)mg/L EPA 200.7 <0.005 0.05
Mercury (Total)mg/L EPA 245.1 <0.0002 0.002 0.002
Nickel (Total)mg/L EPA 200.7 <0.008 0.1
Potassium (Dissolved)mg/L EPA 200.7 1.2
Selenium (Total)mg/L EPA 200.8 <0.001 0.05 0.05
Silica (Dissolved)mg/L EPA 200.7 9.2
Silver (Total)mg/L EPA 200.7 <0.01 0.10
Sodium (Dissolved)mg/L EPA 200.7 5.2
Thallium (Total)mg/L EPA 200.8 <0.0001 0.002 0.0005
Uranium mg/L EPA 200.8 0.0025
Zinc (Total)mg/L EPA 200.7 0.04 5
Alkalinity, Total as CaCO3 mg/L SM2320B 166
Chloride mg/L SM4500CI-E 3.8 250
Corrosivity, Langelier Index SM 2330 0.8
Cyanide, Total mg/L EPA 335.4 <0.003 0.2 0.2
Fluoride mg/L SM4500F-C 0.26 4 4 2
Hardness, Total as CaCO3 mg/L SM 2340B 281
Nitrogen, Nitrate mg/L NO3NO2-NO2 0.12 10 10
Nitrogen, Nitrate+Nitrite mg/L EPA 353.2 0.12
Nitrogen, Nitrite mg/L EPA 353.2 <0.01 1 1
pH su SM4500H+B 8.1 6.5-8.5
Phosphorus, Total mg/L EPA 365.1 <0.02
Solids, Total Dissolved mg/L SM2540C 362
Solids, Total Suspended mg/L SM2540D <5
Specific Conductivity umhos/cm SM2510B 573
Sulfate mg/L SM4500 SO4-D 130 250
Turbidity NTU EPA 180.1 1.46 0.5
Gross Alpha pCi/L 0.81 15
Gross Beta pCi/L 1.4 50
1Maximum Contaminant Level (MCL) - The highest level of a contaminant that is allowed in drinking water.
MCLs are set as close to MCLGs as feasible using the best available treatment technology and taking
cost into consideration. MCLs are enforceable standards.
2Maximum Contaminant Level Goal (MCLG) - The level of a contaminant in drinking water below which there is
no known or expected risk to health. MCLGs allow for a margin of safety and are non-enforceable
public health goals.
3National Secondary Drinking Water Regulations (NSDWRs or secondary standards) are non-enforceable
guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration)
or aesthetic effects (such as taste, odor, or color) in drinking water. EPA recommends secondary
standards to water systems but does not require systems to comply.
TABLE 2
Blue Mountain Self Storage - Water Quality Analysis
Sampled on June 26, 2018
G:\WWE\171-098\000\Engr\Water Quality\
WQ Results.xlsx
Wright Water Engineers, Inc.
September 7, 2018
Prepared By: MO
Checked By: JMK
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Analytical
Report
Wright Water Engineers
818 Colorado Ave
Glenwood Springs, CO 81601
ACZ Project ID: L45220
Jonathan Kelly
July 18, 2018
Project ID:
Report to:
Suite 307
Jonathan Kelly:
Enclosed are the analytical results for sample(s) submitted to ACZ Laboratories, Inc. (ACZ) on June 27, 2018.
This project has been assigned to ACZ's project number, L45220. Please reference this number in all future
inquiries.
All analyses were performed according to ACZ's Quality Assurance Plan. The enclosed results relate only to
the samples received under L45220. Each section of this report has been reviewed and approved by the
appropriate Laboratory Supervisor, or a qualified substitute.
Except as noted, the test results for the methods and parameters listed on ACZ's current NELAC certificate
letter (#ACZ) meet all requirements of NELAC.
This report shall be used or copied only in its entirety. ACZ is not responsible for the consequences arising
from the use of a partial report.
All samples and sub-samples associated with this project will be disposed of after August 17, 2018. If the
samples are determined to be hazardous, additional charges apply for disposal (typically $11/sample). If you
would like the samples to be held longer than ACZ's stated policy or to be returned, please contact your Project
Manager or Customer Service Representative for further details and associated costs. ACZ retains analytical
raw data reports for ten years.
If you have any questions or other needs, please contact your Project Manager.
Wright Water Engineers
818 Colorado Ave
Glenwood Springs, CO 81601
Jonathan Kelly
Bill to:
Suite 307
Page 1 of 21L45220-1807181333
ACZ Sample ID:L45220-01
Sample ID:T.O. RANCH WELL 1A
Sample Matrix:Drinking Water
Wright Water Engineers
Project ID:
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic Analytical
Results
Date Sampled:06/26/18 15:00
Date Received:06/27/18
Parameter EPA Method Result Units MDLQual AnalystDatePQL
Inorganic Prep
XQDilution
Cyanide, total M335.4 - Manual Distillation djp07/05/18 12:22
Phosphorus, total M365.1 - Auto Ascorbic
Acid Digestion
djp07/09/18 12:14
Total Recoverable
Digestion
M200.2 ICP-MS mfm07/09/18 16:50
Total Recoverable
Digestion
M200.2 ICP aeh07/09/18 10:06
Parameter EPA Method Result Units MDLQual AnalystDatePQL
Metals Analysis
XQDilution
Aluminum, total
recoverable
M200.7 ICP 0.03 mg/L 0.2B aeh0.03 07/10/18 10:331
Antimony, total
recoverable
M200.8 ICP-MS mg/L 0.002U bsu0.0004 07/10/18 14:011
Arsenic, total
recoverable
M200.8 ICP-MS mg/L 0.002U bsu0.0005 07/10/18 14:011
Barium, total
recoverable
M200.7 ICP 0.024 mg/L 0.02 aeh0.003*07/10/18 10:331
Beryllium, total
recoverable
M200.8 ICP-MS mg/L 0.0003U bsu0.00005 07/10/18 14:011
Cadmium, total
recoverable
M200.7 ICP mg/L 0.02U aeh0.005*07/10/18 10:331
Calcium, dissolved M200.7 ICP 92.4 mg/L 0.5 aeh0.1 07/09/18 16:321
Chromium, dissolved M200.7 ICP mg/L 0.05U aeh0.01*07/09/18 16:321
Copper, total
recoverable
M200.7 ICP mg/L 0.05U aeh0.01*07/10/18 10:331
Iron, total recoverable M200.7 ICP 0.25 mg/L 0.05 aeh0.02 07/10/18 10:331
Lead, total recoverable M200.8 ICP-MS mg/L 0.0005U bsu0.0001 07/10/18 14:011
Magnesium, dissolved M200.7 ICP 12.1 mg/L 1 aeh0.2 07/09/18 16:321
Manganese, total
recoverable
M200.7 ICP mg/L 0.03U aeh0.005 07/10/18 10:331
Mercury, total M245.1 CVAA mg/L 0.001U che0.0002*07/12/18 17:031
Nickel, total
recoverable
M200.7 ICP mg/L 0.04U aeh0.008*07/10/18 10:331
Potassium, dissolved M200.7 ICP 1.2 mg/L 1 aeh0.2*07/09/18 16:321
Selenium, total
recoverable
M200.8 ICP-MS mg/L 0.005U bsu0.001 07/10/18 14:011
Silica, dissolved M200.7 ICP 9.2 mg/L 1 aeh0.2 07/09/18 16:321
Silver, total recoverable M200.7 ICP mg/L 0.03U aeh0.01*07/10/18 10:331
Sodium, dissolved M200.7 ICP 5.2 mg/L 1 aeh0.2 07/09/18 16:321
Thallium, total
recoverable
M200.8 ICP-MS mg/L 0.0005U bsu0.0001 07/10/18 14:011
Uranium, total
recoverable
M200.8 ICP-MS 0.0025 mg/L 0.0005 bsu0.0001 07/10/18 14:011
Zinc, total recoverable M200.7 ICP 0.04 mg/L 0.05B aeh0.01 07/10/18 10:331
REPIN.02.06.05.01 * Please refer to Qualifier Reports for details.
Page 2 of 21L45220-1807181333
ACZ Sample ID:L45220-01
Sample ID:T.O. RANCH WELL 1A
Sample Matrix:Drinking Water
Wright Water Engineers
Project ID:
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic Analytical
Results
Date Sampled:06/26/18 15:00
Date Received:06/27/18
Parameter EPA Method Result Units MDLQual AnalystDatePQL
Wet Chemistry
XQDilution
Alkalinity as CaCO3 SM2320B - Titration
Bicarbonate as
CaCO3
166 mg/L 20 enb207/05/18 0:001
Carbonate as CaCO3 mg/L 20U enb207/05/18 0:001
Hydroxide as CaCO3 mg/L 20U enb207/05/18 0:001
Total Alkalinity 166 mg/L 20 enb207/05/18 0:001
Cation-Anion Balance Calculation
Cation-Anion Balance -2.5 %calc07/18/18 0:00
Sum of Anions 6.2 meq/L calc07/18/18 0:00
Sum of Cations 5.9 meq/L calc07/18/18 0:00
Chloride SM4500Cl-E 3.8 mg/L 2 rbt0.5*07/09/18 10:331
Conductivity @25C SM2510B 573 umhos/cm 10 enb107/05/18 21:091
Corrosivity (calc.)SM 2330 - CaCO3 SI 0.8 SI Unit calc*07/18/18 0:00
Cyanide, total M335.4 - Colorimetric w/ distillation mg/L 0.01U pjb0.003*07/07/18 0:270.5
Fluoride SM4500F-C 0.26 mg/L 0.3B emk0.05 07/11/18 10:421
Hardness as CaCO3
(dissolved)
SM2340B - Calculation 281 mg/L 5 calc0.2 07/18/18 0:00
Lab Filtration (0.45um
filter)
SOPWC050 emk06/29/18 9:511
Lab Filtration (0.45um)
& Acidification
M200.7/200.8 che07/05/18 10:551
Nitrate as N, dissolved Calculation: NO3NO2 minus NO2 0.12 mg/L 0.1 calc0.02 07/18/18 0:00
Nitrate/Nitrite as N,
dissolved
M353.2 - Automated
Cadmium Reduction
0.12 mg/L 0.1 pjb0.02*06/28/18 0:241
Nitrite as N, dissolved M353.2 - Automated
Cadmium Reduction
mg/L 0.05U pjb0.01*06/28/18 0:241
pH (lab)SM4500H+ B
pH 8.1 units 0.1H enb0.1 07/05/18 0:001
pH measured at 21.2 C 0.1 enb0.1 07/05/18 0:001
Phosphorus, total M365.1 - Auto Ascorbic
Acid (digest)
mg/L 0.05U wtc0.02*07/10/18 15:161
Residue, Filterable
(TDS) @180C
SM2540C 362 mg/L 20H mh10*07/07/18 10:571
Residue, Non-
Filterable (TSS)
@105C
SM2540D mg/L 20U emk5*07/02/18 13:271
Sulfate SM4500 SO4-D 130 mg/L 50 emk10*06/29/18 10:201
TDS (calculated)Calculation 358 mg/L calc07/18/18 0:00
TDS (ratio -
measured/calculated)
Calculation 1.01 calc07/18/18 0:00
Turbidity M180.1 - Nephelometric 1.46 NTU 0.5 mh0.1 06/28/18 8:541
REPIN.02.06.05.01 * Please refer to Qualifier Reports for details.
Page 3 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Report Header Explanations
Batch A distinct set of samples analyzed at a specific time
Found Value of the QC Type of interest
Limit Upper limit for RPD, in %.
Lower Lower Recovery Limit, in % (except for LCSS, mg/Kg)
MDL Method Detection Limit. Same as Minimum Reporting Limit unless omitted or equal to the PQL (see comment #5).
Allows for instrument and annual fluctuations.
PCN/SCN A number assigned to reagents/standards to trace to the manufacturer's certificate of analysis
PQL Practical Quantitation Limit. Synonymous with the EPA term "minimum level".
QC True Value of the Control Sample or the amount added to the Spike
Rec Recovered amount of the true value or spike added, in % (except for LCSS, mg/Kg)
RPD Relative Percent Difference, calculation used for Duplicate QC Types
Upper Upper Recovery Limit, in % (except for LCSS, mg/Kg)
Sample Value of the Sample of interest
QC Sample Types
AS Analytical Spike (Post Digestion)LCSWD Laboratory Control Sample - Water Duplicate
ASD Analytical Spike (Post Digestion) Duplicate LFB Laboratory Fortified Blank
CCB Continuing Calibration Blank LFM Laboratory Fortified Matrix
CCV Continuing Calibration Verification standard LFMD Laboratory Fortified Matrix Duplicate
DUP Sample Duplicate LRB Laboratory Reagent Blank
ICB Initial Calibration Blank MS Matrix Spike
ICV Initial Calibration Verification standard MSD Matrix Spike Duplicate
ICSAB Inter-element Correction Standard - A plus B solutions PBS Prep Blank - Soil
LCSS Laboratory Control Sample - Soil PBW Prep Blank - Water
LCSSD Laboratory Control Sample - Soil Duplicate PQV Practical Quantitation Verification standard
LCSW Laboratory Control Sample - Water SDL Serial Dilution
QC Sample Type Explanations
Blanks Verifies that there is no or minimal contamination in the prep method or calibration procedure.
Control Samples Verifies the accuracy of the method, including the prep procedure.
Duplicates Verifies the precision of the instrument and/or method.
Spikes/Fortified Matrix Determines sample matrix interferences, if any.
Standard Verifies the validity of the calibration.
ACZ Qualifiers (Qual)
BAnalyte concentration detected at a value between MDL and PQL. The associated value is an estimated quantity.
HAnalysis exceeded method hold time. pH is a field test with an immediate hold time.
LTarget analyte response was below the laboratory defined negative threshold.
UThe material was analyzed for, but was not detected above the level of the associated value.
The associated value is either the sample quantitation limit or the sample detection limit.
Method References
(1) EPA 600/4-83-020. Methods for Chemical Analysis of Water and Wastes, March 1983.
(2) EPA 600/R-93-100. Methods for the Determination of Inorganic Substances in Environmental Samples, August 1993.
(3) EPA 600/R-94-111. Methods for the Determination of Metals in Environmental Samples - Supplement I, May 1994.
(4) EPA SW-846. Test Methods for Evaluating Solid Waste.
(5) Standard Methods for the Examination of Water and Wastewater.
Comments
(1) QC results calculated from raw data. Results may vary slightly if the rounded values are used in the calculations.
(2) Soil, Sludge, and Plant matrices for Inorganic analyses are reported on a dry weight basis.
(3) Animal matrices for Inorganic analyses are reported on an "as received" basis.
(4) An asterisk in the "XQ" column indicates there is an extended qualifier and/or certification qualifier
associated with the result.
(5) If the MDL equals the PQL or the MDL column is omitted, the PQL is the reporting limit.
For a complete list of ACZ's Extended Qualifiers, please click:http://www.acz.com/public/extquallist.pdf
REP001.03.15.02
Inorganic
Reference
Page 4 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic QC
Summary
ACZ Project ID:L45220Wright Water Engineers
NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low
limits are in % Rec.
Alkalinity as CaCO3 SM2320B - Titration
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451044
WG451044PBW1 07/05/18 16:34PBW U -20 20mg/L
WG451044LCSW3 07/05/18 16:51 97LCSWWC180629-1 793 90 110mg/L820.0001
WG451044LCSW6 07/05/18 19:46 97LCSWWC180629-1 795 90 110mg/L820.0001
WG451044PBW2 07/05/18 19:53PBW U -20 20mg/L
L45220-01DUP 07/05/18 21:18 166DUP 166 0mg/L 20
WG451044LCSW9 07/05/18 23:13 97LCSWWC180629-1 794 90 110mg/L820.0001
WG451044PBW3 07/05/18 23:20PBW U -20 20mg/L
WG451044LCSW12 07/06/18 2:33 97LCSWWC180629-1 798 90 110mg/L820.0001
WG451044PBW4 07/06/18 2:40PBW U -20 20mg/L
WG451044LCSW15 07/06/18 5:45 96LCSWWC180629-1 788 90 110mg/L820.0001
Aluminum, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 97ICVII180703-2 1.935 95 105mg/L2
WG451341ICB 07/10/18 10:08ICB U -0.09 0.09mg/L
WG451218LRB 07/10/18 10:24LRB U -0.066 0.066mg/L
WG451218LFB 07/10/18 10:27 97LFBII180704-3 .969 85 115mg/L1.0019
L45220-01LFM 07/10/18 10:36 .03 98LFMII180704-3 1.016 70 130mg/L1.0019
L45220-01LFMD 07/10/18 10:40 .03 100LFMDII180704-3 1.033 270130mg/L 201.0019
Antimony, total recoverable M200.8 ICP-MS
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451380
WG451380ICV 07/10/18 13:51 109ICVMS180620-2 .02176 90 110mg/L.02
WG451380ICB 07/10/18 13:53ICB U -0.0012 0.0012mg/L
WG451284LRB 07/10/18 13:58LRB U -0.00088 0.00088mg/L
WG451284LFB 07/10/18 14:00 94LFBMS180621-2 .00944 85 115mg/L.01
L45260-01LFM 07/10/18 14:04 U 102LFMMS180621-2 .0102 70 130mg/L.01
L45260-01LFMD 07/10/18 14:06 U 100LFMDMS180621-2 .01002 270130mg/L 20.01
Arsenic, total recoverable M200.8 ICP-MS
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451380
WG451380ICV 07/10/18 13:51 106ICVMS180620-2 .05286 90 110mg/L.05
WG451380ICB 07/10/18 13:53ICB U -0.0015 0.0015mg/L
WG451284LRB 07/10/18 13:58LRB U -0.0011 0.0011mg/L
WG451284LFB 07/10/18 14:00 90LFBMS180621-2 .04524 85 115mg/L.0501
L45260-01LFM 07/10/18 14:04 U 94LFMMS180621-2 .04691 70 130mg/L.0501
L45260-01LFMD 07/10/18 14:06 U 92LFMDMS180621-2 .04634 170130mg/L 20.0501
Page 5 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic QC
Summary
ACZ Project ID:L45220Wright Water Engineers
NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low
limits are in % Rec.
Barium, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 100ICVII180703-2 1.996 95 105mg/L2
WG451341ICB 07/10/18 10:08ICB U -0.009 0.009mg/L
WG451218LRB 07/10/18 10:24LRB U -0.0066 0.0066mg/L
WG451218LFB 07/10/18 10:27 97LFBII180704-3 .4859 85 115mg/L.5025
L45220-01LFM 07/10/18 10:36 .024 97LFMII180704-3 .5111 70 130mg/L.5025
L45220-01LFMD 07/10/18 10:40 .024 98LFMDII180704-3 .5145 170130mg/L 20.5025
Beryllium, total recoverable M200.8 ICP-MS
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451380
WG451380ICV 07/10/18 13:51 105ICVMS180620-2 .052422 90 110mg/L.05
WG451380ICB 07/10/18 13:53ICB .000064 -0.00015 0.00015mg/L
WG451284LRB 07/10/18 13:58LRB U -0.00011 0.00011mg/L
WG451284LFB 07/10/18 14:00 93LFBMS180621-2 .04659 85 115mg/L.05035
L45260-01LFM 07/10/18 14:04 U 97LFMMS180621-2 .048668 70 130mg/L.05035
L45260-01LFMD 07/10/18 14:06 U 96LFMDMS180621-2 .048157 170130mg/L 20.05035
Cadmium, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 99ICVII180703-2 1.9878 95 105mg/L2
WG451341ICB 07/10/18 10:08ICB U -0.015 0.015mg/L
WG451218LRB 07/10/18 10:24LRB U -0.011 0.011mg/L
WG451218LFB 07/10/18 10:27 97LFBII180704-3 .4812 85 115mg/L.4975
L45220-01LFM 07/10/18 10:36 U 95LFMII180704-3 .4749 70 130mg/L.4975
L45220-01LFMD 07/10/18 10:40 U 96LFMDII180704-3 .4778 170130mg/L 20.4975
Calcium, dissolved M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451247
WG451247ICV 07/09/18 16:07 98ICVII180703-2 97.91 95 105mg/L100
WG451247ICB 07/09/18 16:13ICB U -0.3 0.3mg/L
WG451247LFB 07/09/18 16:26 101LFBII180704-3 68.76 85 115mg/L68.22088
L45315-01AS 07/09/18 16:45 36.1 98ASII180704-3 102.7 85 115mg/L68.22088
L45315-01ASD 07/09/18 16:48 36.1 98ASDII180704-3 102.9 085115mg/L 2068.22088
Chloride SM4500Cl-E
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451235
WG451235ICB 07/09/18 8:13ICB U -1.5 1.5mg/L
WG451235ICV 07/09/18 8:13 106ICVWI180530-1 58 90 110mg/L54.89
WG451235LFB1 07/09/18 10:24 107LFBWI171229-5 32.11 90 110mg/L30.03
WG451235LFB2 07/09/18 10:27 108LFBWI171229-5 32.34 90 110mg/L30.03
L45327-01AS 07/09/18 10:33 .5 105ASWI171229-5 32.12 90 110mg/L30.03
L45327-02DUP RA07/09/18 10:33 1.3DUP 1.32 2mg/L 20
Page 6 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic QC
Summary
ACZ Project ID:L45220Wright Water Engineers
NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low
limits are in % Rec.
Chromium, dissolved M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451247
WG451247ICV 07/09/18 16:07 97ICVII180703-2 1.93 95 105mg/L2
WG451247ICB 07/09/18 16:13ICB U -0.03 0.03mg/L
WG451247LFB 07/09/18 16:26 98LFBII180704-3 .49 85 115mg/L.5
L45315-01AS 07/09/18 16:45 U 99ASII180704-3 .495 85 115mg/L.5
L45315-01ASD 07/09/18 16:48 U 98ASDII180704-3 .489 185115mg/L 20.5
Conductivity @25C SM2510B
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451044
WG451044LCSW2 07/05/18 16:39 104LCSWPCN558111460 90 110umhos/cm1410
WG451044LCSW5 07/05/18 19:34 102LCSWPCN558111440 90 110umhos/cm1410
L45220-01DUP 07/05/18 21:18 573DUP 572 0umhos/cm 20
WG451044LCSW8 07/05/18 23:01 101LCSWPCN558111430 90 110umhos/cm1410
WG451044LCSW11 07/06/18 2:21 100LCSWPCN558111410 90 110umhos/cm1410
WG451044LCSW14 07/06/18 5:34 100LCSWPCN558111410 90 110umhos/cm1410
Copper, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 99ICVII180703-2 1.97 95 105mg/L2
WG451341ICB 07/10/18 10:08ICB U -0.03 0.03mg/L
WG451218LRB 07/10/18 10:24LRB U -0.022 0.022mg/L
WG451218LFB 07/10/18 10:27 96LFBII180704-3 .48 85 115mg/L.4975
L45220-01LFM 07/10/18 10:36 U 96LFMII180704-3 .478 70 130mg/L.4975
L45220-01LFMD 07/10/18 10:40 U 97LFMDII180704-3 .482 170130mg/L 20.4975
Cyanide, total M335.4 - Colorimetric w/ distillation
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451200
WG451200ICV 07/07/18 0:23 96ICVWI180628-3 .2887 90 110mg/L.3
WG451200ICB 07/07/18 0:24ICB U -0.003 0.003mg/L
WG450994LRB 07/07/18 0:26LRB U -0.003 0.003mg/L
WG450994LFB 07/07/18 0:26 105LFBWI180622-4 .21 90 110mg/L.2
L45231-01LFM 07/07/18 0:29 U 100LFMWI180622-4 .2001 90 110mg/L.2
L45231-02DUP RA07/07/18 0:31 UDUP U 0mg/L 20
Fluoride SM4500F-C
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451443
WG451443ICV 07/11/18 9:52 101ICVWC180703-1 2.006 95 105mg/L1.996
WG451443ICB 07/11/18 9:59ICB U -0.15 0.15mg/L
WG451443LFB1 07/11/18 10:06 102LFBWC180508-10 5.098 90 110mg/L5.015
L37479-58AS 07/11/18 10:16 U 99ASWC180508-10 398.1 90 110mg/L401.2
L37479-58ASD 07/11/18 10:19 U 97ASDWC180508-10 390.6 290110mg/L 20401.2
WG451443LFB2 07/11/18 13:06 101LFBWC180508-10 5.05 90 110mg/L5.015
Page 7 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic QC
Summary
ACZ Project ID:L45220Wright Water Engineers
NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low
limits are in % Rec.
Iron, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 97ICVII180703-2 1.944 95 105mg/L2
WG451341ICB 07/10/18 10:08ICB U -0.06 0.06mg/L
WG451218LRB 07/10/18 10:24LRB U -0.044 0.044mg/L
WG451218LFB 07/10/18 10:27 96LFBII180704-3 .963 85 115mg/L1.0018
L45220-01LFM 07/10/18 10:36 .25 96LFMII180704-3 1.207 70 130mg/L1.0018
L45220-01LFMD 07/10/18 10:40 .25 96LFMDII180704-3 1.213 070130mg/L 201.0018
Lead, total recoverable M200.8 ICP-MS
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451380
WG451380ICV 07/10/18 13:51 107ICVMS180620-2 .05368 90 110mg/L.05
WG451380ICB 07/10/18 13:53ICB U -0.0003 0.0003mg/L
WG451284LRB 07/10/18 13:58LRB U -0.00022 0.00022mg/L
WG451284LFB 07/10/18 14:00 89LFBMS180621-2 .04438 85 115mg/L.0496
L45260-01LFM 07/10/18 14:04 .0063 93LFMMS180621-2 .05266 70 130mg/L.0496
L45260-01LFMD 07/10/18 14:06 .0063 92LFMDMS180621-2 .05174 270130mg/L 20.0496
Magnesium, dissolved M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451247
WG451247ICV 07/09/18 16:07 99ICVII180703-2 98.79 95 105mg/L100
WG451247ICB 07/09/18 16:13ICB U -0.6 0.6mg/L
WG451247LFB 07/09/18 16:26 98LFBII180704-3 48.88 85 115mg/L50.05667
L45315-01AS 07/09/18 16:45 22.4 96ASII180704-3 70.59 85 115mg/L50.05667
L45315-01ASD 07/09/18 16:48 22.4 97ASDII180704-3 70.82 085115mg/L 2050.05667
Manganese, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 99ICVII180703-2 1.9865 95 105mg/L2
WG451341ICB 07/10/18 10:08ICB U -0.015 0.015mg/L
WG451218LRB 07/10/18 10:24LRB U -0.011 0.011mg/L
WG451218LFB 07/10/18 10:27 96LFBII180704-3 .4797 85 115mg/L.5005
L45220-01LFM 07/10/18 10:36 U 97LFMII180704-3 .4842 70 130mg/L.5005
L45220-01LFMD 07/10/18 10:40 U 97LFMDII180704-3 .4849 070130mg/L 20.5005
Mercury, total M245.1 CVAA
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451442
WG451442ICV2 07/12/18 16:44 101ICVHG180622-2 .00506 95 105mg/L.004995
WG451442ICB 07/12/18 16:45ICB U -0.0002 0.0002mg/L
WG451442LRB 07/12/18 17:01LRB U -0.00044 0.00044mg/L
WG451442LFB 07/12/18 17:02 86LFBHG180626-3 .00173 85 115mg/L.002002
L45317-05LFM MA07/12/18 17:14 U 84LFMHG180626-3 .00169 85 115mg/L.002002
L45317-05LFMD 07/12/18 17:15 U 86LFMDHG180626-3 .00173 285115mg/L 20.002002
Page 8 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic QC
Summary
ACZ Project ID:L45220Wright Water Engineers
NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low
limits are in % Rec.
Nickel, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 96ICVII180703-2 1.9258 95 105mg/L2.004
WG451341ICB 07/10/18 10:08ICB U -0.024 0.024mg/L
WG451218LRB 07/10/18 10:24LRB U -0.0176 0.0176mg/L
WG451218LFB 07/10/18 10:27 95LFBII180704-3 .4752 85 115mg/L.5015
L45220-01LFM 07/10/18 10:36 U 94LFMII180704-3 .473 70 130mg/L.5015
L45220-01LFMD 07/10/18 10:40 U 95LFMDII180704-3 .4782 170130mg/L 20.5015
Nitrate/Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG450492
WG450492ICV 06/27/18 23:40 94ICVWI180602-1 2.275 90 110mg/L2.416
WG450492ICB 06/27/18 23:42ICB U -0.02 0.02mg/L
WG450492LFB 06/27/18 23:47 98LFBWI180103-12 1.954 90 110mg/L2
L45209-02AS 06/28/18 0:11 .06 109ASWI180103-12 2.24 90 110mg/L2
L45209-03DUP RA06/28/18 0:13 .04DUP .052 26mg/L 20
Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG450492
WG450492ICV 06/27/18 23:40 97ICVWI180602-1 .592 90 110mg/L.609
WG450492ICB 06/27/18 23:42ICB U -0.01 0.01mg/L
WG450492LFB 06/27/18 23:47 98LFBWI180103-12 .982 90 110mg/L1
L45209-02AS 06/28/18 0:11 U 109ASWI180103-12 1.088 90 110mg/L1
L45209-03DUP RA06/28/18 0:13 UDUP U 0mg/L 20
pH (lab) SM4500H+ B
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451044
WG451044LCSW1 07/05/18 16:37 100LCSWPCN554756 5.9 6.1units6.01
WG451044LCSW4 07/05/18 19:32 100LCSWPCN554756 5.9 6.1units6.01
L45220-01DUP 07/05/18 21:18 8.1DUP 8.2 1units 20
WG451044LCSW7 07/05/18 22:59 100LCSWPCN554756 5.9 6.1units6.01
WG451044LCSW10 07/06/18 2:19 101LCSWPCN554756.1 5.9 6.1units6.01
WG451044LCSW13 07/06/18 5:32 100LCSWPCN554756 5.9 6.1units6.01
Phosphorus, total M365.1 - Auto Ascorbic Acid (digest)
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451394
WG451394ICV 07/10/18 15:10 104ICVWI180702-6 .677 90 110mg/L.65228
WG451394ICB 07/10/18 15:12ICB U -0.02 0.02mg/L
WG451256LRB 07/10/18 15:13LRB U -0.02 0.02mg/L
WG451256LFB 07/10/18 15:14 102LFBWI180706-2 .509 90 110mg/L.5
L45220-01LFM 07/10/18 15:17 U 103LFMWI180706-2 .517 90 110mg/L.5
L45262-03DUP RA07/10/18 15:19 UDUP U 0mg/L 20
Page 9 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic QC
Summary
ACZ Project ID:L45220Wright Water Engineers
NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low
limits are in % Rec.
Potassium, dissolved M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451247
WG451247ICV 07/09/18 16:07 99ICVII180703-2 19.77 95 105mg/L20
WG451247ICB 07/09/18 16:13ICB U -0.6 0.6mg/L
WG451247LFB 07/09/18 16:26 101LFBII180704-3 101.1 85 115mg/L99.72934
L45315-01AS 07/09/18 16:45 1.8 101ASII180704-3 102.4 85 115mg/L99.72934
L45315-01ASD 07/09/18 16:48 1.8 102ASDII180704-3 103.1 185115mg/L 2099.72934
Residue, Filterable (TDS) @180C SM2540C
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451204
WG451204PBW 07/07/18 10:50PBW U -20 20mg/L
WG451204LCSW 07/07/18 10:52 100LCSWPCN56046260 80 120mg/L260
L45321-08DUP 07/07/18 11:20 4090DUP 4080 0mg/L 10
Residue, Non-Filterable (TSS) @105C SM2540D
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG450775
WG450775PBW 07/02/18 13:05PBW U -15 15mg/L
WG450775LCSW 07/02/18 13:06 103LCSWPCN56048165 80 120mg/L160
L45235-01DUP RA07/02/18 13:29 UDUP U 0mg/L 10
Selenium, total recoverable M200.8 ICP-MS
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451380
WG451380ICV 07/10/18 13:51 108ICVMS180620-2 .0541 90 110mg/L.05
WG451380ICB 07/10/18 13:53ICB U -0.003 0.003mg/L
WG451284LRB 07/10/18 13:58LRB U -0.0022 0.0022mg/L
WG451284LFB 07/10/18 14:00 89LFBMS180621-2 .0443 85 115mg/L.05005
L45260-01LFM 07/10/18 14:04 U 92LFMMS180621-2 .046 70 130mg/L.05005
L45260-01LFMD 07/10/18 14:06 U 92LFMDMS180621-2 .0459 070130mg/L 20.05005
Silica, dissolved M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451247
WG451247ICV 07/09/18 16:07 96ICVII180703-2 41.11 95 105mg/L42.8
WG451247ICB 07/09/18 16:13ICB U -0.6 0.6mg/L
WG451247LFB 07/09/18 16:26 102LFBII180704-3 21.94 85 115mg/L21.415
L45315-01AS 07/09/18 16:45 35.4 97ASII180704-3 56.25 85 115mg/L21.415
L45315-01ASD 07/09/18 16:48 35.4 95ASDII180704-3 55.83 185115mg/L 2021.415
Page 10 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic QC
Summary
ACZ Project ID:L45220Wright Water Engineers
NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low
limits are in % Rec.
Silver, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 100ICVII180703-2 1.004 95 105mg/L1.001
WG451341ICB 07/10/18 10:08ICB U -0.03 0.03mg/L
WG451218LRB 07/10/18 10:24LRB U -0.022 0.022mg/L
WG451218LFB 07/10/18 10:27 95LFBII180704-3 .477 85 115mg/L.5
L45220-01LFM 07/10/18 10:36 U 97LFMII180704-3 .483 70 130mg/L.5
L45220-01LFMD 07/10/18 10:40 U 98LFMDII180704-3 .489 170130mg/L 20.5
Sodium, dissolved M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451247
WG451247ICV 07/09/18 16:07 99ICVII180703-2 98.85 95 105mg/L100
WG451247ICB 07/09/18 16:13ICB U -0.6 0.6mg/L
WG451247LFB 07/09/18 16:26 101LFBII180704-3 101.7 85 115mg/L100.6711
L45315-01AS 07/09/18 16:45 10.5 101ASII180704-3 111.7 85 115mg/L100.6711
L45315-01ASD 07/09/18 16:48 10.5 102ASDII180704-3 112.7 185115mg/L 20100.6711
Sulfate SM4500 SO4-D
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG450648
WG450648PBW 06/29/18 10:00PBW U -30 30mg/L
WG450648LCSW 06/29/18 10:06 101LCSWWC170902-4 101 80 120mg/L100
L45229-08DUP 06/29/18 11:22 150DUP 148 1mg/L 20
Thallium, total recoverable M200.8 ICP-MS
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451380
WG451380ICV 07/10/18 13:51 109ICVMS180620-2 .05462 90 110mg/L.05
WG451380ICB 07/10/18 13:53ICB U -0.0003 0.0003mg/L
WG451284LRB 07/10/18 13:58LRB U -0.00022 0.00022mg/L
WG451284LFB 07/10/18 14:00 90LFBMS180621-2 .04509 85 115mg/L.0501
L45260-01LFM 07/10/18 14:04 U 95LFMMS180621-2 .04739 70 130mg/L.0501
L45260-01LFMD 07/10/18 14:06 U 93LFMDMS180621-2 .04647 270130mg/L 20.0501
Turbidity M180.1 - Nephelometric
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG450501
WG450501ICV 06/28/18 8:24 94ICVPCN54180193 90 110NTU205
WG450501ICB 06/28/18 8:25ICB U -0.3 0.3NTU
L45220-01DUP 06/28/18 8:56 1.46DUP 1.4 4NTU 20
Page 11 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic QC
Summary
ACZ Project ID:L45220Wright Water Engineers
NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low
limits are in % Rec.
Uranium, total recoverable M200.8 ICP-MS
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451380
WG451380ICV 07/10/18 13:51 106ICVMS180620-2 .05308 90 110mg/L.05
WG451380ICB 07/10/18 13:53ICB U -0.0003 0.0003mg/L
WG451284LRB 07/10/18 13:58LRB U -0.00022 0.00022mg/L
WG451284LFB 07/10/18 14:00 90LFBMS180621-2 .04493 85 115mg/L.05
L45260-01LFM 07/10/18 14:04 .001 98LFMMS180621-2 .04983 70 130mg/L.05
L45260-01LFMD 07/10/18 14:06 .001 96LFMDMS180621-2 .04891 270130mg/L 20.05
Zinc, total recoverable M200.7 ICP
ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC
WG451341
WG451341ICV 07/10/18 10:01 99ICVII180703-2 1.988 95 105mg/L2
WG451341ICB 07/10/18 10:08ICB U -0.03 0.03mg/L
WG451218LRB 07/10/18 10:24LRB U -0.022 0.022mg/L
WG451218LFB 07/10/18 10:27 103LFBII180704-3 .51 85 115mg/L.4942
L45220-01LFM 07/10/18 10:36 .04 95LFMII180704-3 .509 70 130mg/L.4942
L45220-01LFMD 07/10/18 10:40 .04 95LFMDII180704-3 .509 070130mg/L 20.4942
Page 12 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Inorganic Extended
Qualifier Report
ACZ Project ID:L45220Wright Water Engineers
ACZ ID PARAMETER QUAL DESCRIPTIONMETHODWORKNUM
RA Relative Percent Difference (RPD) was not used for data
validation because the concentration of the duplicated
sample is too low for accurate evaluation (< 10x MDL).
SM4500Cl-EChlorideWG4512351L45220-01
ZZ Laboratory measured pH and temperature were used in this
calculation. Sampler did not report either field pH, field
temperature, or both.
SM 2330 - CaCO3 SICorrosivity (calc.)RG642758
RA Relative Percent Difference (RPD) was not used for data
validation because the concentration of the duplicated
sample is too low for accurate evaluation (< 10x MDL).
M335.4 - Colorimetric w/
distillation
Cyanide, totalWG451200
MA Recovery for either the spike or spike duplicate was outside
of the acceptance limits; the RPD was within the
acceptance limits.
M245.1 CVAAMercury, totalWG451442
RA Relative Percent Difference (RPD) was not used for data
validation because the concentration of the duplicated
sample is too low for accurate evaluation (< 10x MDL).
M353.2 - Automated Cadmium
Reduction
Nitrate/Nitrite as N, dissolvedWG450492
ZU Analysis date/time preceeds filter date/time. A portion of
sample was filtered and analyzed prior to the creation of a
Filter workgroup.
M353.2 - Automated Cadmium
Reduction
RA Relative Percent Difference (RPD) was not used for data
validation because the concentration of the duplicated
sample is too low for accurate evaluation (< 10x MDL).
M353.2 - Automated Cadmium
Reduction
Nitrite as N, dissolved
ZU Analysis date/time preceeds filter date/time. A portion of
sample was filtered and analyzed prior to the creation of a
Filter workgroup.
M353.2 - Automated Cadmium
Reduction
RA Relative Percent Difference (RPD) was not used for data
validation because the concentration of the duplicated
sample is too low for accurate evaluation (< 10x MDL).
M365.1 - Auto Ascorbic Acid
(digest)
Phosphorus, totalWG451394
HC Initial analysis within holding time. Reanalysis was past
holding time, which was required due to a QC failure during
the initial analysis.
SM2540CResidue, Filterable (TDS) @180CWG451204
RA Relative Percent Difference (RPD) was not used for data
validation because the concentration of the duplicated
sample is too low for accurate evaluation (< 10x MDL).
SM2540DResidue, Non-Filterable (TSS) @105CWG450775
REPAD.15.06.05.01
Page 13 of 21L45220-1807181333
ACZ Sample ID:L45220-01
Sample ID:T.O. RANCH WELL 1A
Sample Matrix:Drinking Water
Wright Water Engineers
Project ID:
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Date Sampled:06/26/18 15:00
Date Received:06/27/18
Locator:
RadioChemistry
Analytical Results
Gross Alpha & Beta
M900.0
Prep Method:
Parameter Result LLDError(+/-)Units XQMeasure Date Prep Date Analyst
Alpha 0.81 1.9 2.1 pCi/L *amk07/06/18 0:11
Beta 1.4 2.7 2.8 pCi/L *amk07/06/18 0:11
REPRC.02.06.05.01 * Please refer to Qualifier Reports for details.
Page 14 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Report Header Explanations
Batch A distinct set of samples analyzed at a specific time
Error(+/-)Calculated sample specific uncertainty
Found Value of the QC Type of interest
Limit Upper limit for RPD, in %.
LCL Lower Control Limit, in % (except for LCSS, mg/Kg)
LLD Calculated sample specific Lower Limit of Detection
PCN/SCN A number assigned to reagents/standards to trace to the manufacturer's certificate of analysis
PQL Practical Quantitation Limit
QC True Value of the Control Sample or the amount added to the Spike
Rec Amount of the true value or spike added recovered, in % (except for LCSS, mg/Kg)
RER Relative Error Ratio, calculation used for Dup. QC taking into account the error factor.
RPD Relative Percent Difference, calculation used for Duplicate QC Types
UCL Upper Control Limit, in % (except for LCSS, mg/Kg)
Sample Value of the Sample of interest
QC Sample Types
DUP Sample Duplicate MS/MSD Matrix Spike/Matrix Spike Duplicate
LCSS Laboratory Control Sample - Soil PBS Prep Blank - Soil
LCSW Laboratory Control Sample - Water PBW Prep Blank - Water
QC Sample Type Explanations
Blanks Verifies that there is no or minimal contamination in the prep method procedure.
Control Samples Verifies the accuracy of the method, including the prep procedure.
Duplicates Verifies the precision of the instrument and/or method.
Matrix Spikes Determines sample matrix interferences, if any.
ACZ Qualifiers (Qual)
H Analysis exceeded method hold time.
Method Prefix Reference
M EPA methodology, including those under SDWA, CWA, and RCRA
SM Standard Methods for the Examination of Water and Wastewater.
DASTM
RP DOE
ESM DOE/ESM
Comments
(1) Solid matrices are reported on a dry weight basis.
(2) Preparation method: "Method" indicates preparation defined in analytical method.
(3) QC results calculated from raw data. Results may vary slightly if the rounded values are used in the calculations.
(4) An asterisk in the "XQ" column indicates there is an extended qualifier and/or certification
qualifier associated with the result.
For a complete list of ACZ's Extended Qualifiers, please click:http://www.acz.com/public/extquallist.pdf
REP003.09.12.01
Radiochemistry
Reference
Page 15 of 21L45220-1807181333
ACZLaboratories, Inc.2773 Downhill DriveSteamboat Springs, CO 80487(800) 334-5493Radiochemistry QC SummaryACZ Project ID:L45220Wright Water EngineersNOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec.Alpha M900.0ACZ IDAnalyzedRec%SampleQualLowerUpperQCFoundTypeErrorPCN/SCNLimitRPD/RER pCi/LErrorLLDLLDUnits:WG451316WG450755PBW07/06/18PBW-12.40.661.2WG450755LCSWA07/06/18100LCSWPCN55778100100671448.81.9L45176-04DUPRG07/06/186.1DUP-RPD9.7203.32.82.12.146L45176-04DUP07/06/186.1DUP-RER9.723.30.832.82.12.1L45255-01DUPRG07/06/18-0.38DUP-RPD-.47200.560.8111.221L45255-01DUP07/06/18-0.38DUP-RER-.4720.560.090.8111.2L45176-05MSM207/06/182.161MSPCN557784366.67671446.3222Beta M900.0ACZ IDAnalyzedRec%SampleQualLowerUpperQCFoundTypeErrorPCN/SCNLimitRPD/RER pCi/LErrorLLDLLDUnits:WG451316WG450755PBW07/06/18PBW-.9941.82WG450755LCSWB07/06/1896LCSWPCN5619596100821226.42.6L45176-04DUPRG07/06/1810DUP-RPD7.9202.92.82.52.323L45176-04DUP07/06/1810DUP-RER7.922.90.522.82.52.3L45255-01DUPRG07/06/180.5DUP-RPD-1.2201.71.91.92486L45255-01DUP07/06/180.5DUP-RER-1.221.70.671.91.92L45254-01MSM107/06/186.7131MSPCN561959466.678212262.82.42.5Page 16 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
RadChem Extended
Qualifier Report
ACZ Project ID:L45220Wright Water Engineers
ACZ ID PARAMETER QUAL DESCRIPTIONMETHODWORKNUM
M2 Matrix spike recovery was low, the recovery of the
associated control sample (LCS or LFB) was acceptable.
M900.0AlphaWG4513161L45220-01
RG Sample concentration is less than 5x LLD; RPD was not
used for data validation. Replicate Error Ratio (RER) is
less than 2. Precision judged to be in control.
M900.0
M1 Matrix spike recovery was high, the recovery of the
associated control sample (LCS or LFB) was acceptable.
M900.0Beta
RG Sample concentration is less than 5x LLD; RPD was not
used for data validation. Replicate Error Ratio (RER) is
less than 2. Precision judged to be in control.
M900.0
REPAD.15.06.05.01
Page 17 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Certification
Qualifiers
ACZ Project ID:L45220Wright Water Engineers
Metals Analysis
The following parameters are not offered for certification or are not covered by NELAC certificate #ACZ.
Barium, total recoverable M200.7 ICP
Cadmium, total recoverable M200.7 ICP
Chromium, dissolved M200.7 ICP
Copper, total recoverable M200.7 ICP
Nickel, total recoverable M200.7 ICP
Potassium, dissolved M200.7 ICP
Silver, total recoverable M200.7 ICP
Wet Chemistry
The following parameters are not offered for certification or are not covered by NELAC certificate #ACZ.
Chloride SM4500Cl-E
Phosphorus, total M365.1 - Auto Ascorbic Acid (digest)
Residue, Non-Filterable (TSS) @105C SM2540D
Sulfate SM4500 SO4-D
REPAD.05.06.05.01
Page 18 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Sample
Receipt
Wright Water Engineers ACZ Project ID:
Date Received:
Received By:
06/27/2018 11:30
L45220
Date Printed:6/28/2018
Chain of Custody Related Remarks
Client Contact Remarks
NANOYES
X
X
X
X
X
X
1) Is a foreign soil permit included for applicable samples?
2) Is the Chain of Custody form or other directive shipping papers present?
3) Does this project require special handling procedures such as CLP protocol?
4) Are any samples NRC licensable material?
5) If samples are received past hold time, proceed with requested short hold time analyses?
6) Is the Chain of Custody form complete and accurate?
7) Were any changes made to the Chain of Custody form prior to ACZ receiving the samples?
Receipt Verification
NANOYES
X
X
X
X
X
X
X
X8) Are all containers intact and with no leaks?
9) Are all labels on containers and are they intact and legible?
10) Do the sample labels and Chain of Custody form match for Sample ID, Date, and Time?
11) For preserved bottle types, was the pH checked and within limits?
12) Is there sufficient sample volume to perform all requested work?
13) Is the custody seal intact on all containers?
14) Are samples that require zero headspace acceptable?
15) Are all sample containers appropriate for analytical requirements?
16) Is there an Hg-1631 trip blank present?
17) Is there a VOA trip blank present?
18) Were all samples received within hold time?
Samples/Containers
X
X
X
Shipping Containers
Client must contact an ACZ Project Manager if analysis should not proceed for samples received
outside of their thermal preservation acceptance criteria.
Cooler Id Temp(°C) Temp Rad(µR/Hr) Custody Seal
Criteria(°C) Intact?
--------- -------- ------------ ---------- ------------
5060 0.2 <=6.0 13 Yes
X
Was ice present in the shipment container(s)?
Yes - Wet ice was present in the shipment container(s).
1
NA indicates Not Applicable
REPAD LPII 2012-03
Page 19 of 21L45220-1807181333
ACZ Laboratories, Inc.
2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493
Sample
Receipt
Wright Water Engineers ACZ Project ID:
Date Received:
Received By:
06/27/2018 11:30
L45220
Date Printed:6/28/2018
The preservation of the following bottle types is not checked at sample receipt: Orange (oil and
grease), Purple (total cyanide), Pink (dissolved cyanide), Brown (arsenic speciation), Sterile (fecal
coliform), EDTA (sulfite), HCl preserved vial (organics), Na2S2O3 preserved vial (organics), and
HG-1631 (total/dissolved mercury by method 1631).
1
REPAD LPII 2012-03
Page 20 of 21L45220-1807181333
Page 21 of 21L45220-1807181333
C. Legal Water Supply Letter
GWS-38 600 FOOT WELL SPACING STATEMENT
I (we) ____________________________________________________ state as follows:
1. I (we) own real property described as ________________________________ in
the ____ ¼ of the ____ ¼, Section ____, Township _____, Range ________,
________ P.M., __________________ County, Colorado. We own the right and
easement to the following well:
Permit # 1/4 1/4 Sec. Twp. Rng.
Actual
Distance from
N/S Sec. Line
Actual
Distance from
E/W Sec. Line
2. I (we) have been apprised that the
present owners of a parcel of land in the ______ ¼ of the _____ ¼, Section ____,
Township _____, Range ________, ________ P.M., desire to drill a new well or
3. The proposed location for the subject well will be 600 feet or less from my (our)
well.
4. By this statement I (we) am (are) specifically waiving any objection to the issuance
of a well permit for the subject well, as set forth in the referenced application, and
would request that permit issuance not be postponed or denied because of any
concerns by the Division or others that the proposed well will materially affect my
(our) well or water right. I (we) am (are) also specifically waiving my (our) right I
(we) may have to participate in a hearing before the State Engineer pursuant to
Section 37-90-137(2), C.R.S.
Dated this ________ day of ____________________, _______
_________________________________________
_________________________________________
_________ ft.
___________________________________
extend the use of an existing well. I (we) also understand that the purpose of such
well is set forth in the well permit application, and that I (we) have reviewed the
application that was submitted to the State Engineer and receipted by him under
receipt no. ___________________.
N/S Sec. Line E/W Sec. Line
*:6 )227:(//63$&,1*67$7(0(17
, ZH BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBVWDWHDVIROORZV
, ZH RZQUHDOSURSHUW\GHVFULEHGDVBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBLQ
WKHBBBBóRIWKHBBBBó6HFWLRQBBBB7RZQVKLSBBBBB5DQJHBBBBBBBB
BBBBBBBB30BBBBBBBBBBBBBBBBBB&RXQW\&RORUDGR:HRZQWKHULJKWDQG
HDVHPHQWWRWKHIROORZLQJZHOO
3HUPLW 6HF 7ZS 5QJ
$FWXDO
'LVWDQFHIURP
166HF/LQH
$FWXDO
'LVWDQFHIURP
(:6HF/LQH
BBBBBBBBBBB BBB BBB BBB BBBBB BBBBB BBBBBBBBBIW BBBBBBBBBIW
, ZH KDYHEHHQDSSULVHGWKDW
SUHVHQWRZQHUVRIDSDUFHORIODQGLQWKHBBBBBBóRIWKHBBBBBó6HFWLRQBBBB
7RZQVKLSBBBBB5DQJHBBBBBBBBBBBBBBBB30GHVLUHWRGULOODQHZZHOORU
7KHSURSRVHGORFDWLRQIRUWKHVXEMHFWZHOOZLOOEHIHHWRUOHVVIURPP\ RXU
ZHOO
%\WKLVVWDWHPHQW, ZH DP DUH VSHFLILFDOO\ZDLYLQJDQ\REMHFWLRQWRWKHLVVXDQFH
RIDZHOOSHUPLWIRUWKHVXEMHFWZHOODVVHWIRUWKLQWKHUHIHUHQFHGDSSOLFDWLRQDQG
ZRXOGUHTXHVWWKDWSHUPLWLVVXDQFHQRWEHSRVWSRQHGRUGHQLHGEHFDXVHRIDQ\
FRQFHUQVE\WKH'LYLVLRQRURWKHUVWKDWWKHSURSRVHGZHOOZLOOPDWHULDOO\DIIHFWP\
RXU ZHOORUZDWHUULJKW, ZH DP DUH DOVRVSHFLILFDOO\ZDLYLQJP\ RXU ULJKW,
ZH PD\KDYHWRSDUWLFLSDWHLQDKHDULQJEHIRUHWKH6WDWH(QJLQHHUSXUVXDQWWR
6HFWLRQ &56
'DWHGWKLVBBBBBBBBGD\RIBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
-DPHV)XQVWHQ
&RXQW\5RDG
1(1:6:
WK*DUILHOG
1(1:6:
1(1:
6:WK
H[WHQGWKHXVHRIDQH[LVWLQJZHOO, ZH DOVRXQGHUVWDQGWKDWWKHSXUSRVHRIVXFK
ZHOOLVVHWIRUWKLQWKHZHOOSHUPLWDSSOLFDWLRQDQGWKDW, ZH KDYHUHYLHZHGWKH
DSSOLFDWLRQWKDWZDVVXEPLWWHGWRWKH6WDWH(QJLQHHUDQGUHFHLSWHGE\KLPXQGHU
UHFHLSWQRBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB%OXH0RXQWDLQ*DUILHOG//&B WKH
1:
D. Engineering Report/Traffic Study
Memorandum
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
S OPRIS E NGINEERING • LLC civil consultants
To: Doug Pratte, The Land Studio, Inc
cc: Andy Moszynski
From: Yancy Nichol, PE
Date: 9-26-18
Re: Blue Mountain Self Storage Facility- Engineering Report
Lot 1 of the T.O. Ranch Subdivision
Sopris Engineering has prepared this memo to summarize the Civil Engineering aspects for the proposed Blue
Mountain Storage Facility located on Lot 1 of the TO Ranch Subdivision (PID ). The proposed storage facility will be
an approximately 96,900 square foot structure across 3 individual floors. Proposed improvements additionally include
asphalt parking/drive lanes, stormwater mitigation infrastructure and installation of the necessary utilities to support the
development. Below is a summary of the feasibility of the proposed site improvements per the Garfield County Land
Use and Development Code (LUDC)
7-204.E- Drainage and Erosion Control
The existing site topography generally slopes slightly from north to south and from east to west, with slopes ranging
from 2-3% based on field topography performed by Sopris Engineering in 2017. Existing irrigation ditches border the
project on all four sides which intercept any off-site runoff and direct it around the project location. The project is not
planning on impacting the existing ditch locations and will provide culverts beneath access points matching the size of
existing onsite ditch culverts. The proposed development site is currently comprised of irrigated and vegetated hay
field with no existing site imperviousness.
Site drainage for the proposed conditions intends to mimic existing drainage patterns. The proposed building is
anticipated to be built towards the northeast corner of the lot, in accordance with applicable county setbacks. A
proposed swale along the north, east and west sides of the building will collect runoff from the paved access aisles
and parking areas. Collected stormwater will then be diverted around the proposed structure and directed to the
existing vegetated field south of the proposed development site. A stormwater detention system is proposed at the
southwest corner of the property to attenuate the runoff from the increased site imperviousness in accordance with
Garfield County requirements. The proposed detention facilities have been conceptually sized based on the proposed
site imperviousness compared to the existing, undeveloped conditions. The anticipated detention volume is sized to
detain the 2- and 25-year design storm to pre development levels. Based on the impervious area shown the project is
estimated to require approximately 11,000 c.f. of detention for the 25-year design storm. The proposed detention
facility will additionally be sized to safely pass the 100-year storm event per the requirements of 7-204C of the LUDC.
Disconnection of impervious areas is anticipated by directing concentrated swale drainage back to the vegetated field
south of the development site. Additional water quality treatment has been conceptualized with this development and
can be incorporated in the proposed detention basin in accordance with the requirements of 7-204C.3.d of the LUDC.
Temporary erosion control Best Management Practices will be during construction to prohibit mobilized sediment from
leaving the site during construction. A Colorado Department of Public Health and the Environment (CDPHE) permit for
Stormwater Discharges associated with Construction Activity will be obtained by the project’s contractor as
construction activity will impact greater than 1 acre.
Detailed drainage design and stormwater detention calculations will be provided in support of any future Building
Permit application.
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
S OPRIS E NGINEERING • LLC civil consultants
4-203.L- Traffic
The anticipated traffic impacts to Garfield County Road 100 near the intersection with State Highway 82 resulting from
the proposed development were estimated utilizing the Institute of Transportation Engineers (ITE) Trip Generation
Manual, 9th Edition was utilized to gather Peak Hour vehicle trip estimates for the proposed mini storage.
The Trip Generation Manual is based on information submitted voluntarily to ITE by public agencies, developers,
consulting firms and associations. It is a tool utilized by planners, transportation professionals, zoning boards, etc. to
estimate vehicle trips generated by a proposed development.
The anticipated number of Peak Hour Vehicle Trips for the proposed development are as follows:
ITE Code 151 (Mini-Warehouse):
AM, Peak Hour: 0.14 vehicle trips per 1,000 sf => (0.14)(96,900/1,000)= 13.57 PHV (14)
PM, Peak Hour: 0.26 vehicle trips per 1,000 sf => (0.26)(96,900/1,000)= 25.19 PHV (25)
Existing peak hour vehicle counts were performed by McDowell Engineering on June 20th of this year. Peak hour
vehicle trips were counted at 163 vehicle trips in the PM peak. CDOT generally requires an Access Permit with traffic
improvements when a proposed development increases traffic by 20% or greater. The proposed self-storage facility
would increase anticipated traffic during the peak hour by 15.5% based on the counted movements.
A summary of this analysis was sent to Dan Roussin, CDOT Region 3 Permit Unit Manager for his interpretation.
CDOT is in agreement that our development would not increase traffic volumes by 20% to County Road 100 on the
north side of Highway 82. CDOT would like to establish an access permit to document existing traffic volumes on the
north side of the intersection, however the proposed development should not be responsible to prepare this
application. A copy of his email response is attached to this report.
4-203.M- Water Supply and Distribution Plan
The existing property is served by a new well located approximately 275 feet from the proposed structure. This well
was drilled February 5, 2018 and is a replacement for the existing well (Permit No. 54929-F) associated with Lot 1 of
the T.O. Ranch subdivision. Please refer to Wright Water Engineering plans and report for further information
regarding physical and legal water supply as well as water quality analysis results.
A water service distribution line is anticipated to be extended from the newly constructed well east of the proposed
structure as depicted on the Conceptual Utility Plan. The water line will be directed to a chlorination building located
near the proposed fire suppression storage tanks west of the proposed development. The water service line will
extend additionally to the fire suppression storage tanks with an internal float to maintain minimum storage volumes. A
separate water distribution service line will extend from the chlorination building and extend directly to the building’s
mechanical room.
4-203.N- Wastewater Management and Distribution Plan
There is no municipal sewer service to the subject property. SE has conceptually sized an onsite wastewater
treatment system (OWTS) plan that will account for existing and proposed site constraints in accordance with the
current Garfield County and CDPHE standards. The OWTS requirements for the site will be designed based on the
soils report prepared by HP Kumar. Based on the existing conditions, the installation of a site specific OWTS to serve
the proposed development is feasible and is anticipated to be located on the west side of the development and will
meet County minimum setback requirements. A detailed OWTS design will be provided in support of any future
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
S OPRIS E NGINEERING • LLC civil consultants
Building Permit application. SE is aware of possible seasonal high ground water onsite. The leach field will be
elevated for protection of high ground water.
7-107- Access and Roadways
The existing TO Rach Subdivision has direct access to CR 100 via TO Ranch Lane. The proposed development is
anticipating improving a portion of TO Ranch Lane to meet minimum County widths and to pave for aesthetics and
ease of maintenance. The proposed development will access the improved TO Ranch Lane approximately 300 feet
from County Road 100. The project is additionally proposing a new right-turn only access to County Road 100 out of
the development. Internal roads accommodate two way travel, however primary exit from the development will be via
the right-turn access to CR 100. Adequate fire lane staging width has been provided on the west and south sides of
the proposed building.
7-109- Fire Protection
Sopris Engineering met with the Carbondale & Rural Fire Protection District to discuss emergency vehicle
ingress/egress as well as fire protection requirements. Due to the size of the proposed structure, the building will be
required to have a sprinkler fire suppression system and a storage tank(s) to meet a 90 minute fire storage duration.
A buried fiberglass storage tank is proposed beneath an earthen berm west side to the proposed structure. The
proposed tank will be filled from the newly drilled well, and contain an internal float to maintain storage volume. A tank
distribution line will feed a fire suppression pump internal to the building sized to meet the requirements of the
sprinkler layout and minimum. A dry hydrant will also be connected to the fire storage tank and will proved the Fire
Department with a connection for additional storage volume once they arrive at the scene.
A detailed fire suppression sprinkler design will be designed by others for any future Building Permit application and
will be coordinated with the project’s Mechanical Engineer.
7-405- Road Impact Fees
Garfield County updated its road impact fee calculation in 2017. The fee is determined by both the square footage of
the project, and the benefit district it is located in. The fees required for the development will be paid at the time a
building permit is issued. Prior to January 1, 2017 half of the road impact fees for a development were to be collected
at Final Plat, with the remainder collected when a building permit was issued. It is unclear whether road impact fees
for Lot 1 of the TO Ranch Subdivision were paid with the original subdivision plat and will be credited to the applicant
at the time a Building Permit is issued for the proposed development.
Road Impact Fees for the proposed development are calculated based on Table 7-405 of the LUDC with an Industrial
“development type” designation usage within in the Eastern Benefit District ($564/1,000 SF). “Mini Storage” is
classified as an Industrial Use as defined by Table 3-403 of the LUDC. In reality, Mini Storage is a very low traffic
generating land use compared to other Industrial uses allowed within Rural Zoning, such as: oil and gas drilling
production, contractor’s storage yard, cabinet making and recycling centers.
Based on data provided with the ITE Manual, Mini Storage produces approximately 75% less peak hour vehicle trips
(0.26 PHV/1,000 SF) compared to other general “Light Industrial” uses (1.08 PHV per 1,000 SF). On an Average Daily
Trip basis, estimated values for Mini Storage (2.50 ADT/1,000 sf) are approximately 65% less compared to Light
Industrial (6.97 ADT/1,000 SF).
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
S OPRIS E NGINEERING • LLC civil consultants
Given the proposed self-storage facility is projected to generate far less traffic compared to other Industrial
development types allowed within the Rural Zoning classification, the applicant is requesting road impact fees be
reduced to $197 per 1,000 square feet of storage (65% of the fee for Industrial uses within the Eastern Benefit
District).
Additional Information
Natural gas, electric and telephone services were extended to the west side of CR 100 during the construction of TO
Ranch Lane. Service laterals will be extended to the property to support the development. Further detail of the service
extensions will be provided at Building Permit. Please see the attached Will Serve letters from the relevant shallow
utility providers.
Based on the information presented above, the proposed self-storage facility can be feasibly constructed and
supported by the site improvements should the project obtain Limited Impact Review approval from the Garfield
County Commissioners.
SOPRIS ENGINEERING, LLC
Yancy Nichol, PE
Principal
Attachments
McDowell Engineering Traffic Counts
Slopes Exhibit
Traffic Distribution Map
1-Mile Radius Map
Will Serve Letters
E. Wetlands Report
1
c 1
I , ,
: 1
I
I J
Beacl, Environmental, LLC
T.O. R<l!1ch Subdivision Wetland Delineation
Ronald Liston
Land Design Partnership
918 Cooper Ave.
Glenwood Springs, CO 81601
Project #: 0258
Dear Ron:
September 19,2000
Re: TO Ranch Subdivision
At your request, we have undertaken and completed an analysis of wetland areas at the
T.O. Ranch Subdivision. We have used the Army Corps of Engineers three parameter technique
[0 determine jurisdictional wetlands, if any, on the T.O. Ranch Subdivision. This involved the
examination of soil borings, hydrophy[ic vegetation, and local hydrology.
The findings and conclusions of our work have been included as an anachment to this
letter. Those findings indicate there are no jurisdictional wetlands within [he proposed area of
development. However, an extensive willow carr community exists, largely along the irrigation
ditches that t10w through lots 2 & 3. There is another small pocket of willow located in lot l.
This willow carr community provides functional value, and it is our recommendation that these
areas be avoided during construction. We have provided a we [land map outlining these areas for
your convenience.
Please call with any questions or concerns you may have.
Sincerely,
B
Gary ____ rincipal
BY,3 c5
Joril1e K. Lawyer, MESM
115 W.I\I,"\ln
Suite 304
Aspt!n. (081611
Tel (970) 925·3475
925-4754
1
I
']
I , I
. 1
: 1
, ,
Project Location
The TO. Ranch Subdivision is located just north of Highway 82, at its intersection wirh County
Road 100 in Garfield County, Colorado. The subdivision is approximately 17 acres in tot,ll and
is proposed for a three lot split of 5.98,6.95, and 4.10 acres respectively. A large portion of [he
site presently is used for pasture grazing, other sires are presently fenced off and are not currently
in lise. The land is predominantly pasture grasses, including Timorhy, Brome, and Wheatgrass.
Additionally there are small upland areas of Scrub Oak, Rabbit Brush, and sage.
Wetltlild Classification & Concll/sions
The TO. Ranch Subdivision was visually invesrigated by Beach Environmemul, LLC to identify
on-site we[land areas. Hydrology, vegetation, and soils were examined using the three paramerer
requirement of the U.S. Army Corps of Engineers to identify jurisdictional wetlands. Site
investigarion revealed only two of the three parameters exist on site, hydrophytic vegetation and
hydrology. The soils examined revealed no indication of the characreristic anoxic environmenr of
a wetl::tnd; rherefore the willow carr community does not qualify as a jurisdictional wetland.
Nevertheless, this area provides functional value, and it is recommended rhat these areas remain
undisturbed. However, the soil parameter of the wetland equation is temporal and any fLHure
construction in the willow carr areas must receive a deliueation to determine if an Army Corps
Permi t is needed.
This rep orr will describe rhe three lots, their associated irrigation ditches, wetland communiries
presenr, and our findings. A final recommendation for each lot will be gi ven, based on the
function and value of the vegetation present.
Wetlllnd Function & Values
Wetlands have been traditionally valued for their wildlife habitat attributes and have been
described metaphorically as the "kidneys of the landscape". Vegetation surrounding wetland
areas have rhe ability to absorb deleterious nutrients such as nitrate, and via denitrification, .
convert nitrate into benign nitrogen gas. This biochemical process helps to eliminate nitrates into
our waters and helps to increase overall water quality. The willow conununities on the T.o.
Ranch provide habitat to a variety of bird species in Colorado and improve water quality from
surface runoff of agricultural and grazing lands. The willows also provide an isolated riparian
corridor for cover, forage, nesring, and bedding. The preservation of these willow communities
is greatly encouraged.
Wetland Assessment
Lot 1:
Lot 1 has two irrigation ditches traversing it, one running east to west in the
northern part of Lot I; the other running north to south just outside the eastern property
TO. Ranch Subdivision WeIland Assessment
Beach Environmenlal, UC
I
1
']
C]
1
: 1
c 1
C 1
, j
1 , j
, 1
J
, J
boundary. The ditch running east to west along the lot is approximately a I foot
irrigation ditch and does not support any wetland vegetation. The second ditch running
north to sOllth outside the eastern property line supports a willoW carr conmlUnity,
typically indicative of wetlands. This willow cornmunityextends 95 feet in length from
the northernmost part of the ditch and extends 15 feet in width. See photo and wetland
boundary map for details.
Finding: At the time of our investigation, there were no indications of a jurisdictional
wetland community.
Recommendation:
The willow community along the ditch and approximately 5 feet from the fence line
onto [he property boundary should not be disturbed. The willoW vegetative community
represents high habitat value for many species and acts to absorb pollutants from surface
runoff.
Lot 2:
Lot 2 has two irrigation ditches traversing north to south through the property. The
first located closest to the western property boundary is a 3 foot irrigation ditch and
supports a dense cover of Sandbar Willow along its entire length. A secondary
immature willow community extends off the ditch. The second irrigation ditch is
approximately I-foot, 450 feet away from the western property boundary. See photos
and wetland boundary map for details.
Finding: At the time of our investigation, there were no indications of a jurisdictional
wetland community.
Recommendation:
The wetland community of dense Sandbar Willow along the 3 foot irrigation ditch has
high habitat value and should not be disturbed. The vegetation surrounding this
waterway represents the best habitat on this property due to its continuous cover through
the entire length of the waterway.
Lot3
There are two significant ditches running roughly north-south within Lot 3, and this
segment is the wettest of the three lots. A culvert running under the road from the
property located on the north carries water into Lot 3, where it is immediately diverted
into 2 separate ditches. The first ditch is the larger (approximately 3 feet), runs north-
south, and supports a dense Sandbar Willow popUlation. This ditch continues
throughout the entire length of Lot 3, extending into Lot 2. The second ditch is smaller
(approximately 1 foot) and supports an immature willow population. The ground is
signiticantly saturated along the first 200 feet of the second ditch due to its small
capacity to hold water, making an ineffective diversion from the primary ditch. This
T.O. Ranch Subdivision Wetland Assessment
Beach Environmental, UC
1
Cl
: 1
I
, J
, ,
! , J
I , ,
saturation has helped to create an extensive immature willow population. See photo and
wetland boundary map for details.
Finding: At the time of Ollr investigation, there were no indications of a jurisdictional
wetland community.
Recommendation:
The primary ditch in this lot supports dense mature willows which traverses
unfragmented for approximately 660 feet throughout the T.O. Ranch Subdivision.
Care should be taken to avoid this area as it contributes high habitat value in this
continuous state. The younger willows off of the secondary ditch are not as dense and
are likely due to the incongruous "y" transition when the ditch enters the property.
T.O. Ranch Subdivision Wel}andAssessrnent
Beach EnvironmenTal, LLC
'1
: 1
j
1
, )
c 1
: 1
: 1
: 1
, I
I
I LJ
\
I '--'
Lot 1: Willow Community
Lot 2: ImmatLlre Willow COtrununity in foreground, an extension of the primary ditch.
Mature Willow Community in background off 3-foot ditch.
BE.-\Cll ENVIRONMENTAL, LLC
715 West Main Street, Suite 304
Aspen, Colorado 81611
PllolOgraphic Exhibit
T.O. Ranch Wetland Analysis
I
I
, I
']
, I
I
: I
: I
: I
, 1
•. j
I
, I
. I
, I
I
• J
I i
, J
L j
Lot 3: Immature Willow Community (Extends npprox. 200 feet).
BEACH ENVIRONMENTAL, LLC
715 West Main Street, Suite 304
Aspen, Colorado 81611
Photographic Exhibit
T.O. R'lllCh Weth1l1d Analysis
6m.84' 'r
, 1
c 1
.k
, I 5.98 AC.
: I
i I
I _' _' __ 6_70.87'
, ,
I ,
, I
, I
, I
, J
. I
, J
;1
460.55'
\
\ ,
\
\
\
\
-----
./ ,----._------_._-------"
I I , I
I
, ,
Ii
!
I , ,
i,
I.
I t,
II,
. 'i
I
I
, I BOBBY R. [,URi<ETT
?
2 .-, ..
.. -.. --_.------------_.-.
4.10 A·
---
", ,-" I
I
I I L· ...
. _.' I
F. Subsoil Study by HP Kumar
G. Second Amended and Restated Declaration of
Protective Covenants
Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision
Page 1 of 8
SECOND AMENDED AND RESTATED
DECLARATION OF PROTECTIVE COVENANTS
FOR
The T.O. Ranch Subdivision
THIS SECOND AMENDED AND RESTATED DECLARATION OF PROTECTIVE
COVENANTS FOR THE T.O. RANCH SUBDIVISION (“Declaration”) consisting of Lots 1, 2,
and 3, T.O. Ranch Subdivision according to the Amended Final Plat thereof recorded March 14, 2008
as Reception No. 744578 (“Final Plat”) is made and entered into this _____ day of
_________________, 2018 by JRP, L.L.C., a Colorado limited liability company, the Declarant
hereunder.
WHEREAS, the original Declaration of Protective Covenants was recorded on May 14, 2002
as Reception No. 603360 in the Office of the Clerk and Recorder of Garfield County, Colorado
(“Original Declaration”) in conjunction with approval of the T.O. Ranch Subdivision (“Subdivision”)
more particularly described within Article I of this Declaration; and
WHEREAS, the Declaration was mistakenly terminated pursuant to Termination Declaration
recorded on September 4, 2007 as Reception No. 732180 in the Office of the Clerk and Recorder of
Garfield County, Colorado (“Termination”); and
WHEREAS, Declarant caused an Amended and Restated Declaration of Protective
Covenants to be recorded on October 8, 2007 as Reception No. 734773 in the Office of the Clerk
and Recorder of Garfield County, Colorado (“Amended Declaration”) to reinstate the Declaration;
and
WHEREAS, on _____________, 2018 the Garfield County Board of County Commissioners
approved the Second Amended Final Plat of the T.O. Ranch Subdivision, which was subsequently
recorded on ________________________, 2018 as Reception No. _______________ (“Second
Amended Plat”); and
WHEREAS, contemporaneously with the approval of the Second Amended Plat the Garfield
County Board of County Commissioners approved this Second Amended and Restated Declaration;
and
WHEREAS, Declarant intends that this Declaration replace and supersede the Original
Declaration and Amended Declaration; and
WHEREAS, Declarant seeks to record this Declaration with the Office of the Clerk and
Recorder of Garfield County, Colorado.
NOW, THEREFORE, Declarant hereby declares that the real property is held, sold, conveyed
and occupied subject to the conditions, covenants, restrictions, easements, charges and liens
hereinafter set forth.
Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision
Page 2 of 8
ARTICLE I.
PURPOSE OF COVENANTS
This Declaration shall govern and be applicable to that certain real property situated in
Garfield County, Colorado, known as T.O. Ranch Subdivision consisting of three (3) lots (“Lots”) as
defined and described in the Second Amended Plat. It is the purpose of this Declaration to allocate
the costs and responsibilities of all common elements, maintenance and operation of On-site
Wastewater Treatment Systems, use, maintenance and operation of individual water wells, as well as
provide rules for the protection of the natural environment. This Second Declaration shall be a
burden upon and run with all of the lands within the Subdivision and each owner of a Lot (individually
a “Lot Owner” or collectively the “Lot Owners”) shall abide by the terms hereof.
ARTICLE II.
OWTS DESIGN AND PERFORMANCE STANDARDS
All On-site Wastewater Treatment Systems (OWTS) in the State of Colorado are subject to
the established minimum standards for the location, design, construction, performance, installation,
maintenance, alteration and use of OWTS under the Colorado Department of Public Health and
Environment (CDPHE), Water Quality Control Commission (WQCD), pursuant to:
REGULATION NO. 43 - ON-SITE WASTEWATER TREATMENT SYSTEM
REGULATION5 CCR 1002-43
The current and most recent version of this State regulation as amended by the Garfield
County Board of Health and adopted as the Garfield County OWTS Regulations will apply to every
On-site Wastewater Treatment Systems (OWTS) installed within the Subdivision and further comply
with the following specific requirements:
A. Regulation 43, as authorized by the On-site Wastewater Treatment System Act, C.R.S.
§ 25-10-101, established the minimum requirements for the adopted Garfield County OWTS
Regulations including but not limited to permit application requirements; requirements for issuing
permits; the inspection, testing, and supervision of installed systems; the maintenance and cleaning of
systems; the disposal of waste material and the issuance of cease and desist orders.
B. Each OWTS in the subdivision must be designed by a professional engineer registered
in the State of Colorado pursuant to C.R.S. Section 12-25-101.
C. A site and soil evaluation must be conducted for each property on which an OWTS
is proposed, to determine the suitability of a location to support an OWTS, and to provide the designer
a sound basis to select the most appropriate OWTS design for the location and application. Each site
evaluation must include: preliminary investigation, site reconnaissance, detailed soil investigation, and
a report and site plan. A written report must describe the results of the preliminary investigation,
reconnaissance, and detailed evaluations. The report may be in text and/or tabular form and must
include a drawing locating features relative to the proposed OWTS location and test locations. The
report may be included as part of the OWTS design document prepared in accordance with Regulation
43, Section, 43.5, A–I.
Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision
Page 3 of 8
D. The minimum OWTS wastewater design flow for a new home must be for a four-
bedroom residence that equates to 425 gallons per day (gpd) based on 75 gallons per day (gpd) per
person. The assumed number of persons is six persons (first three bedrooms x two persons per
bedroom) plus one additional person for each bedroom more than three bedrooms in accordance
with Regulation 43, Section, 43.6, A.2.
E. The minimum OWTS wastewater design flow values and strengths for commercial
and multi-family units must be determined, for design purposes, from table values of estimated daily
wastewater flows or an analysis of flows and strengths from comparable facilities in accordance with
Regulation 43 Table 6-2, Section 43.6, A.4.
F. Each OWTS in the subdivision must be designed based on a minimum treatment level
3 that can be achieved by incorporating various OWTS components in the design, as approved under
Regulation 43, Section, 43.6, A.2.
G. The OWTS design shall be capable of producing effluent quality, at prior to infiltration
into the ground, which meets or exceeds the requirements of the United States Environmental
Protection Agency for Secondary wastewater treatment [30mg/L biological oxygen demand (BOD)
and 30mg/L total suspended solids (TSS)]. All OWTS must be designed as pressure dosed systems
and constructed to achieve treatment level 3 (TL3) specified by the design to be in compliance with
the provisions of Regulation 43, Section 43.6, B and with respect to the included Tables 6-3 and 6-4.
H. Horizontal distances from the various components of a system to pertinent terrain
features, including streams, lakes, water courses, springs, wetlands, wells, subsurface drains, cisterns,
water lines, suction lines, dry gulches, cut banks, dwellings, other occupied buildings and property
lines, must be in accordance with Regulation 43, Section 43.7, and the setback distance indicated in
Tables 7-1 and 7-2.
I. Each OWTS in the subdivision must be designed with specified components to be
installed and constructed in accordance with the provisions in Regulation 43 covering general design
criteria, Section 43.8, component design criteria, Section 43.9, soil treatment area, Section 43.10. and
Design Criteria – Higher Level Treatment Systems, Section 43.11
J. Each Lot Owner in the subdivision must obtain final approval of a OWTS permit by
the local public health agency, following installation and startup, that must include, receipt of letter
from the design engineer certifying construction of the OWTS as per the approved design plan and
receipt of a record drawing which includes a scale drawing showing all components of the OWTS
including their location from known and findable points, dimensions, depths, sizes, manufacturers’
names and models as available, and other information relative to locating and maintaining the OWTS
components.
K. All system inspections, monitoring, effluent quality sampling, documentation,
maintenance requirements, record drawings and certification letter to be in accordance with
Regulation 43 Applicability, Section 43.4 and Operation and Maintenance Section 43.14.
L. Garfield County has the authority to enforce the maintenance, repair, regulatory
actions as provided for by County OWTS Regulations to ensure that an Onsite Wastewater Treatment
Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision
Page 4 of 8
system (OWTS) Installed and located within the Lots is in good operating order in accordance with
the terms and provisions of this Declaration and the provisions of applicable State and County
regulations regarding OWTS.
M. The provisions of this Article II, shall not be amended or repealed by the Declarant,
or Lot Owners without the written consent of the Board of County Commissioners for Garfield
County, Colorado
ARTICLE III.
OWTS MANAGEMENT PLAN
A. Each Lot Owner must be responsible for maintenance of an OWTS, to be performed
by a qualified service provider, pursuant to the provisions of the Garfield County OWTS Regulations
and the Design and Performance Standards set forth within Article II. For the required higher level
treatment systems with applicable components under a service contract, a clearly visible, permanently
attached label or plate giving instructions for obtaining service must be placed at a conspicuous
location. For higher level treatment systems, two inspections at six-month intervals are required for
the life of the system. The Lot Owner must maintain an active service contract with a qualified
maintenance provider at all times and each time his/her current contract with a maintenance provider
is renewed or replaced, the owner is required to send a copy to the Garfield County entity acting as
the local board of health within 30 days of signing. For an OWTS for which monitoring and sampling
of effluent is required the owner is responsible for contracting with a qualified service provider under
their maintenance contract or to a delegated third party to collect, test effluent samples and maintain
records of testing results to ensure compliance with the Garfield County OWTS Regulations, any
permit conditions and the OWTS Maintenance Plan set forth in this Article.
B. The qualified maintenance provider, under contract with the Lot Owner must, as
required by regulation, notify the local public health agency when a service contract has been
terminated. The qualified maintenance provider must obtain and hold appropriate
training/certification for specific proprietary or generally approved treatment products as provided by
the manufacturer or other qualified license/certifications (e.g. CPOW, NAWT, LPHA, CDPHE)
necessary to provide the required operation and maintenance for the applicable OWTS. For an OWTS
for which monitoring and sampling of effluent is required the qualified maintenance provider may be
required to collect, test effluent samples and maintain records of testing results to ensure compliance
with the Garfield County OWTS Regulations, any permit conditions the and the OWTS Maintenance
Plan set forth in this Article.
C. As a condition of OWTS permit approval and acceptance Garfield County may adopt
regulations or issue site specific conditions requiring the scheduling of system maintenance/ cleaning,
practices adequate to ensure performance of an OWTS, system monitoring, effluent sampling and
require submission of proof of maintenance and effluent sampling to the County by the owner of the
system. The County may include site specific permit conditions, pursuant to the Garfield County
OWTS Regulations, to ensure that the systems are meeting the designed higher level treatment
standards in accordance with the provisions of the Garfield County OWTS Regulations and the
OWTS Maintenance Plan set forth in this Article. Pursuant to the Garfield County OWTS
Regulations, a condition for use of an OWTS may require routine monitoring and effluent sampling
Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision
Page 5 of 8
for systems located in sensitive areas, Experimental systems; and/or Systems under product
development permits. Enforcement of these regulations and/or conditions will remain with the
Garfield County entity acting as the local board of health. Sampling may be required by the local public
health agency in conjunction with an enforcement action at the owner’s expense.
D. The provisions of this Article III, shall not be amended or repealed by the Declarant
or Lot Owners without the written consent of the Board of County Commissioners for Garfield
County, Colorado
ARTICLE IV.
COST SHARING AND USE OF T.O. RANCH LANE
A. Use of T.O. Ranch Lane. T.O. Ranch Lane (“Shared Roadway”), as depicted on the
Second Amended Plat, shall be utilized by the Owners of Lots 1, 2, and 3, T.O. Ranch Subdivision, and
their respective tenants, guests, licensees and invitees, as the primary vehicular and pedestrian ingress and
egress to and from each Lot. All use of the Shared Roadway shall be conducted in such a manner so that
it does not unreasonably damage the Shared Roadway or any related improvement or unreasonably
interfere with the free right and enjoyment of the Shared Roadway by other users.
B. Maintenance of Shared Roadway. The three Lot Owners shall share the costs of
operating, maintaining, repairing, and replacing the Shared Roadway one-third (1/3) each, which costs
shall include, but not necessarily be limited to, snow removal, vegetation control, maintenance of signs,
and operation and maintenance of any and all ditches and drainage facilities related to the Shared
Roadway. Each Lot Owner shall have the authority to perform operation and maintenance activities on
the Shared Roadway without prior notice to the other Lot Owners, except that in the event the cost of
any act of operation or maintenance upon the Shared Roadway is estimated to be more than $5,000.00
the Lot Owner desiring to undertake such work shall meet and confer with the other Lot Owners at least
twenty (20) days in advance of commencing such work, unless such work is necessitated by an emergency,
in which case the Lot Owners need only exercise good faith efforts to consult with one another prior to
commencing any emergency work. During the second calendar quarter of each year the Lot Owners
shall meet with one another, account for any work upon the Shared Roadway done by any Lot Owner in
the previous year, and financially reconcile between them so that the total cost of all work done in the
previous year is shared proportionately.
C. Damage to Roadway. In the event the Shared Roadway is damaged, and such damage
is caused solely by the negligence of any of the Lot Owners, their agents, tenants, guests, licensees and
invitees, the Shared Roadway shall be repaired in a timely manner by the damaging Lot Owner at such
Lot Owners sole expense.
D. Easement of Utilities Under Roadway. There shall also be reserved unto each Lot
Owner an underground easement under T.O. Ranch Lane to the extent reasonably necessary for the
purpose of installing, replacing, repairing, and maintaining cable television systems, master television
antenna systems, fiber optic cables, security or similar systems,, and all utilities, including but not limited
to, telephone, gas, stormwater, wastewater and electricity. In addition, there shall also be reserved unto
each Lot Owner a surface easement upon and across T.O. Ranch Lane to the extent reasonably necessary
for the purpose of installing, replacing and maintaining pavement, walkways, bicycle pathways, drainage
systems, irrigation systems, street lights, utility meter boxes and required road signage. The exercise of
Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision
Page 6 of 8
this underground utility easement and this surface easement shall not unreasonably interfere with the use
of any Lot. Costs for the operating, maintenance, repair and replacement for any utility line shall be the
sole responsibility of the beneficiary Lot Owner thereof, or as otherwise agreed in writing by the Lot
Owners.
ARTICLE V.
GENERAL PROVISIONS
A. Lighting/Underground Utility Lines. All exterior lighting shall be the minimum
amount necessary for its intended purpose and shall be directed downward and towards the respective
Lot Owner’s Lot. All water, sewer, gas, electrical, telephone, cable television and other utility pipes or
lines within the limits of the Subdivision shall be buried underground and not carried on overhead poles
or above the surface of the ground.
B. Water Wells. Domestic water service for the Subdivision shall be provided by three
(3) individual wells with one (1) well allocated for each Lot. Each well or any replacement thereof
must be properly permitted. At all times the Lot Owners shall comply with all conditions of the
applicable well permits. Each Lot Owner shall be responsible for all costs associated with drilling,
operating, maintaining, repairing and replacing their respective well.
C. Noxious or Offensive Activity or Sounds. No noxious or offensive activity or sounds
shall be carried on upon any portion of the Subdivision at any time, nor shall anything be done o
permitted which may be or becomes a nuisance to other property or to the Lot Owners thereby by sight
or sound. Notwithstanding the foregoing, all Lot Owners acknowledge that the use of any Lot as a self-
storage facility does not constitute a noxious or offensive activity or otherwise violation this provision.
D. No Objection to Land Use Changes. No Lot Owner shall object to any re-platting,
use, change in use and/or rezoning of Lots 1, 2, or 3 T.O. Ranch Subdivision. Nor shall any Lot Owner
object to any change in water wells or septic systems.
E. Declaration to Run. All of the covenants, conditions and restriction contained in this
Declaration shall be a burden on the title to all of the lands in the Subdivision, the benefits thereof shall
inure to the Owners, and the benefits and burdens of all said covenants, conditions and restrictions shall
run with the title to all of the lands in the Subdivision.
F. Termination of Declaration. In the event this Declaration has not been sooner lawfully
terminated pursuant to any applicable laws of the State of Colorado and Garfield County, Colorado, and
the provisions herein contained, this Declaration may be terminated on January 1, 2025, by a unanimous
vote of all three Lot Owners and the consent of Garfield County. If this Declaration is not so terminated,
then it shall continue to be in full force and effect for successive twenty-five (25) year periods unless, at
the close of a twenty-five (25) year period, this Declaration is terminated by a unanimous vote of all three
Lot Owners, together with approval from Garfield County In the event of any such termination, a
properly certified copy of the resolution of termination shall be placed on record in Garfield County,
Colorado, not more than six (6) months after the meeting at which such vote is cast.
G. Amendment of Declaration. This Declaration may be amended by a unanimous vote
of all three Lot Owners, provided a properly certified copy of the resolution of amendment be placed on
Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision
Page 7 of 8
record in Garfield County, Colorado, no more than six (6) months after said meeting, and provided that
Articles II and III may not be amended without consent from Garfield County.
H. Severability. Should any part or parts of this Declaration be declared invalid or
unenforceable by any court of competent jurisdiction, such decision shall not affect the validity of the
remaining provisions of this Declaration.
I. Paragraph Headings. The paragraph headings within this Declaration are for
convenience only and shall not be construed to be a specific part of the terms hereof.
IN WITNESS WHEROF, the Declarant has executed this Declaration on the date set forth
above.
JRP, L.L.C.,
a Colorado limited liability company
By:_______________________________________
James Pitts, Manager
Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision
Page 8 of 8
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD )
The foregoing instrument was acknowledged before me this ____ day of _______________,
2018 by James Pitts as Manager of JRP, L.L.C., a Colorado limited liability company.
Witness my hand and official seal.
My Commission Expires: .
Notary Public
H. Illustrative Site/Landscape Plan
I. Architectural Rendering
J. Existing Plat
and
Second Amended Final Plat
CERl1FlCAJlOIll OF OONERSHIP KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, JRP, LLC, A COLORADO LIMITED LIABILITY COMPANY, IS THE SOLE OWNER IN FEE SIMPLE OF ALL THAT PROPERTY DESCRIBED AS: A PARCEL OF LAND SITUATED IN LOT 3 AND LOT 4, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARl1CULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 31 (WHENCE THE WITNESS CORNER TO SAID QUARTER CORNER, A 1963 COUNTY SURVEYOR'S BRASS CAP FOUND IN PLACE, BEARS N 89'55'23" E 40.00 FEET); THENCE S 89'55'23" W 625.03 FEET TO THE POINT OF BEGINNING; THENCE S 00'09'37" W 290.00 FEET; THENCE N 89'55'23" E 601.79 FEET (DEED = 600.00 FEET) TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF COUNTY ROAD NO. 100; THENCE S 00'05'50" E ALONG SAID RIGHT-OF-WAY 522.38 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF STATE HIGHWAY NO. 82; THENCE N 80'49'21" W ALONG SAID RIGHT-OF-WAY 460.55 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY N 80'24'00" W 912.31 FEET; THENCE LEAVING SAID RIGHT-OF-WAY N 00'00'00" E 584.96 FEET TO A POINT ON THE NORTHERLY LINE OF SAID SECTION 31; THENCE N 89'55'23" E ALONG SAID NORTHERLY LINE 752.33 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 17.740 ACRES. MORE OR LESS. THAT THE AFORESAID OWNER HAS BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE ABOVE DESCRIBED PROPERTY ON THIS AMENDED FINAL PLAT AND REAFFIRMS THE SAME AS THE T.O. RANCH SUBDIVISION. A SUBDIVISION OF A PART OF GARFIELD COUNTY. COLORADO, IN WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS ,. "" DAY OF Jan. . AD., ••• STATE OF COILORADO ) iss COUNTY OF GARFIELD) THE FOREGOING A PARCEL OF RANGE 87 LAND SITUATED WEST OF THE LOT NO. 1 2 3 LAND USE SUMMARY AREA (AC±) ZONE 5.988 A/R/RD 6.115 A/R/RD 4.926 A/R/RD TOTAL LOT AREA 17.029 RIGHT-OF-WAY AREA 0.711 COMMON AREAl OPEN SPACE 0.00 TOTAL AREA 17.740 ADDRESS 0008 T. O. RANCH LANE 0013 T.O. RANCH LANE 0014 T.O. RANCH LANE EXISl1NG ZONING = A/R/RD -PROPOSED ZONING = A/R/RD TOTAL DEVELOPMENT AREA = 17.74 ACRES± TOTAL NUMBER OF LOTS PROPOSED = 3 TOTAL NUMBER OF DWIELLING UNITS PROPOSED = 6 TOTAL NUMBER OF INDIVIDUAL DWELLING UNITS PROPOSED FOR EAGH STRUCTURE = 1 SINGLE FAMILY DWELLING, 1 ACCESSORY DWEWNG TOTAL NUMBER OF PROPOSED OFF-STREET PARKING SPACES = 18 TOTAL GROSS DENSITY PROPOSED, NUMBER OF LOTS AS A RATIO TO THE TOTAL DEVELOPMENT AREA: 2.96 DUlAC TOTAL GROSS DENSITY PROPOSED, NUMBER OF DWELLING UNITS AS A RA110 TO THE TOTAL DEVELOPMENT AREA: 5.91 DUlAC (INCLUDES ACCESSORY UNITS) TOTAL NON-RESIDENTIAL ElLOOR SPACE = 0.00 ACRES AMENDED FINAL PLAT RANCH SUBDIVISION IN 6TH LOT 3 p, M" AND LOT 4, COUNTY OF SHEET 1 OF 1 TOWNSHIP 7 SOUTH" STATE OF COLORADO SECTION 31, GARFIELD, GRAPHIC SCALE >10 80 ,.0 -I I ! ( IN FEET ) 1 inch = 80 ft. .. DAY OF OF JRP, . MY COMMISSION EXPIRES: WAS ACKNOWLEDGED BEFORE ME THIS 2008, BY JAMES R. PITTS AS LIABILITY COMPANY. ,,-.. \"-*-"urotlll--------WITNESS MY HAND AND SEAL l REBAR AND CAP iPOINT OF BEGINNING LS #19598 (SET) REBAR AND CAP TIE: S 45'02'30" W LS #1684-2 (END) 35.43' .-__ S 89'55'23" W 665.03' NOlES: 1, BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF N 89'55'23" E BETWEEN THE NORTHWEST CORNER OF SECTION 31, BLM BRASS CAP IN PLACE AND THE WITNESS CORNER TO THE NORTH QUARTER CORNER OF SECTION 31. A GARFlELD COUNTY SURVEYOR BRASS CAP IN PLACE. 2. THE REAL PROPERTY PLATTED HEREIN IS SUBJECT TO THE TERMS. CONDI1l0NS AND PROVISIONS OF: (i) RESOLUTION NO. 2001-76 ENl1llED 20' WIDE HOLYCROSS ASSOCIATION, INC. ELECTRICAL EASEMENT BK. 415 I PG. 287 10.59' W.C. N89'S5'00"E-2.00' REBAR AND CAP 134.27' t> 490.43' ..,. .... , / NB9'S5'23"E / R> / I "'-BUILDING ENVELOPE 350.00' /",,'" /;:"7/ / //1 CENTERLINE 30' /; t:--/ DRAINAGE AND ""I S' IRRIGATION EASEMENT '--/ .<> -...... !,.,., '/ I J;VJi /:-; / LOT 3 214,600 S.F, 4,926 Ac, + j-REBAR AND CAP LS #19598 (FND) ' , " -----...;!OJ,S ' 33.60' -.......... N 89'50' 36" W 25' SETBACK 15' DRAINAGE AND IRRIGATION EASEMENT AND CAP LS 11'19598 (FND) REBAR AND CAP LS t!'16842 (FND) ---625.03' 30,958 SF 0.71 AC± --320 I NORTH QUARTER SECTION 31 (COIMPUTED) 40.00 40' WITNESS CORNER TO THE 1'11/4 SECT. 31 GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE SURYEYotLs CERTIfiCATE I, FRANK W. HARRINGTON, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS AMENDED FINAL PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE T,O. RANCH SUBDIVISION, AS LAID OUT, PLATTED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECIl Y SHOWS THE LOCA110N AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS A RESOLUTION CONCERNED WITH THE APPROVAL OF A PRELIMINARY PLAN FOR THE T.O. RANCH SUBDIVSION, EXECUTED BY THE BOARD OF COUNTY COMMISSIONERS FOR GARFIELD COUNTY, COLORADO AND RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO ON OCTOBER 31, 2001 IN BOOK 1298, PAGE 378 AND RECEPTION NO. 590885; AND (ii) DECLARATION OF PROTECl1VE COVENANTS OF T.O. RANCH SUB, DIVISION RECORDED IN THE REC. O,R,DS CLER,K AND 601.79' DEED = 600.00' .. ... --REBAR AND CAP ___ RANCH LANE 20.00' LS #16842 (FND) LS #19598 (SET) '\ N 89'55'00' E 591.42' ._ RECORDER FOR GARFIELDJJb' TY, COLORA,D" O. ON, " , lhK"'i'i IN BOOKwftl!l ,.AT PAGE AND -' --Ti 7'ZLl77'7 Am.. W rroifi'<klll • ..." -' 3. THE INDIVIDU/(L LOT OWNERS SHALL BE Rt"', SIBLE THE CbNTROL OF NOXIOUS WEEDS. 4. ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENl1AL UNIT WITHIN THE SUBDiVISION AND THE DOG SHAUL BE REQUIRED TO BE CONFlNED WITHIN THE OWNER'S PROPERTY BOUNDARIES, WITH ENFORCEMENT PROVISIONS ALLOWING FOR THE REMOVAL OF A DOG FROM THE AREA AS A FINAL REMEDY IN WORST CASES AS SET FORTH WITHIN THE PROTEC11VE CONVENANTS. 5. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, EACH LOT WILL BE STAKED AND CERTIFIED BY A REGISTERED LAND SURVEYOR VERIFYING BUILDING LOCA 110N WITHIN APPROVED ENVELOPE. 6. ACCESSORY DWELLING UNITS HAVE BEEN APPROVED FOR EACH LOT SUBJECT TO COMPLIANCE WITH THE TERM. CONDITIONS AND PROVISIONS OF SECTION 5.03,021 OF THE GARFlELD COUNTY ZONING RESOLUTION OF 1978. AS AMENDED. 7. A SITE SPECIfiC GEOTECHNICAL INVESTIGATION SHALL BE CONDUCTED FOR EACH LOT TO DETERMINE PROPER FOUNDATION DESIGN AND MITIGA 1101'1 OF POTENl1AL GEOLOGIC HAZARDS. 8. SEWAGE TREATMENT SHALL BE PROVIDED TO EACH LOT PURSUANT TO AN INDIVIDUAL SEWAGE TREATMENT SYSTEM (lSTS) DESIGNED BY A PROFESSIONAL ENGINEER AND EACH ISTS AND ACCOMPANYING ABSORPTION FIELD SHALL BE LOCATED IN AOCORDANCE WITH THE REOUIREMENTS OF COLORADO OiEPARTMENT OF HEALTH GUIDELINES ON INDIVIDUAL SEWAGE DISPOSAL SYSTEM SETBACKS. 9. ALL FENCING SHALL BE RESTlRICTED TO FACILITATE WILDLIFE MOVEMENT, OIPl1MIZE WILDLIFE HABITAT AVAILABILITY AND REDUCE WILDLIFE MORTALITY (SEE PROTECTIVE COVENANTS FOR SPECIFlC PROVISIONS). 10. EACH LOT ADDRESS SHALL BE MARKED AND LOCATED SO AS TO BE CLEARLY VISIBLE FROM THE NEAREST DEDICATED ROAD. 11. THE T.O. RANCH HOMEOWNERS ASSOCIATION, INC .. ALL OWNERS, GUESTS, EMPLOYEES, AGENTS AND REPRESENTAl1VES THEREOF SHAUL BE PROHIBITED FROIM CHASING, SCARING, FRIGHTENING OR UTILIZING ANY OTHER MEANS OR FORMS OF HARASSMENT TO COERCE WILDLIFE OFF ANY LOTS. 12. AT THE TIME OF ISSUANCE OF BUILDING PERMIT, EACH LOT OWNER SHALL BE REQUIRED TO PAY TO THE DEPARTMENT OF BUILDING AND PLANNING, GARFIELD COUNTY, COLORADO. A ONE l1ME OFF-SITE ROAD IMPACT FEE OF TWO THOUSAND EIGHT HUNDRED THIRTY FOUR AND 08/100 DOULARS (12,834.08). 13. AUL COSTS AND EXPENSES RELATING TO THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE PUBLIC ROADS DEDICATED HEREIN SHALL BE BORNE EXCLUSIVELY BY THE T.O. RANCH HOMEOWNERS ASSOCIATION. INC., A COLORADO NONPROFIT CORPORA 110N. 14. NO OIPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN A SUBDIVISION, ONE (1) NEW SOLID FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL 8E AULOWED IN ANY UNIT. ALL UNITS WILL BE ALLOWED AN UNRESTlRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. 15, GARFIELD COUNTY HAS ADOPTED A "RIGHT TO FARM" PROVISION IN THE GARFIELD COUNTY ZONING RESOLU110N, SECTION 1,08, WHICH STATES AMOMG OTHER THINGS THAT, "RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS. SOUNDS, AND SMELILS OF GARFlELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH STRONG RURAL GHARACTER AND A HEAL THY RANCHING SECTOR. 16. HOMES IN EXCESS OF 3,600 SQUARE FEET SHALL BE EQUIPPED WITH AUTOMA l1C FIRE SPRINKLER SYSTEMS. 17. ALL DWELLINGS MUST BE DESIGNED TO ALLOW FOR THE VENTILA 110N OF RADON GAS. 18. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE. HAVE OBLlGA110NS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGA110N DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING. AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILll1ES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF INFDRMA TION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. CENTERLINE 15' IRRIGATION EASEMENT / / / i--. :;; .::;;;: --_ 885'39'12"E --i I 8 / fe r-,,; a 00 /" ;;: '" o q :<; z·o ..... .... / tv -'" /0/ / ..... 0> • I r< "' ... '" a z W.C. NOO'OO'00"W-ll.71' / " REBAR AND CAP '\ / " LS #19598 (END) NS7'23'20"E 101.77' L ------278.04' -r --BUILDING ENVELOPEJ l _-,N",B""S19'10"W 300.00;;;'-"--B '2400 -------"' .... . '" o . t"/ III (!;-<fJ J ----SOO'OO' 45"E 24.33' • N 89'5','8'48" E .0 -62-1 8S'''' ----, . 1'189'5 '2""E .' 601.'" 20.00 LOT 2 266,380 S,F, 6.115 Ac, +j-------'" pO • .... ---REBAR AND CAP ;;; g 43.51' 558.34' LS #19598 (SET) '" z 0' I N89'S5'23"EL 500.00' (TYPICAL) REBAR AND CAP --r--;;AINAGE AND II LS #19598 (SET) I _ EASEM)ENT 25' SETBACK I (TYPICAL) ..-r ARIABLE WIDTH 25' SETBACK I REBAR AND CAP I LS 1119598 (FND) LOU 260,852 S,F. 5.988 Ac. + j-" " ACCESS, UTILITY. DRAINAGE AND'" I IRRIGATION EASEMENT -I '" I::; '1 I/BUILDING ENVELOPE 2 J-__ ",NB",,9'55'23"E g ,2 4JI '" b (' "/ N90'OO'OO"E I o. g I a z /{jl<? I • 1 "lll ?Ig 0"' o '" ::li_ 15' DRAINAGE AND I IRRIGATION .57' 1 '--__ EASEMENT --J. ISO, ' REBAR AND CAP t --------LS #19598 (FND) L N80'4S'21"W -REBAR AND CAP LS #19598 (SET) (TYPICAL) --_-"5,,,00.00_' __ __ ----I g I I ... '" til (J1 '" o o c z -j -< ;0 o J> o o o LS #19598 (FND) STA T£ ;; -----------------------I -J HIGH COUNTRY ENGINEERING, INC, CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, COLORADO 61601 (970) 945-8676 cpt 'NIX SlJRYfYOB'S C£Rl1fJCATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY fiF jURVEYS, DRAFTING PURSUANT TO C.R.S,. 38-51-101 AND 102 (REVISED), / / ;} , ??! CALCULATIONS AND EYOR 2008 AUORNptS QfIDlACAJE I, WILLIAM A. BOSTROM, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERl1FY THAT THIS AMENDED FINAL PLAT MAKES NO CHANGES TO ANY DEDICATIONS TO THE PUBLIC AS DESCRIBED IN THE FINAL PLAT AND FURTHER, THAT THIS AlMENOED FINAL PLAT IS IN SUBSTANl1AL COMPLIANCE WITH THE GARFlELD COUNTY, COLORADO SUBDIVISION REGULATIONS OF 1984 AS AMENDED. 2008 BOARD Of COUNTY QIil\!M!S!i!!iNERS cq:RTlfiJj;AJE THIS AMENDED F,INAL PLAT, BY THE El..!lA,',RD OF COUNTY COIMMISSION,ERS OF GAflFlELD COUNTY, COLORADO THIS 13 -DAY OF n!!!,. .... "''''t 2008, FOR F!IIN" WlTH THE CLERK AND RC(;uRDER OF GARFlELD COUNTY, COLORADO AND AT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUC110N, REPAIR OR MAINTENANCE OF PUBLIC HIGHWAYS. BY,==="" CHAIRMA WITNESS MY
K. Site Plan
DRAINAGE & IRRIGATIONEASEMENT59.0'100.0'15.0'IRRIGATION EASEMENT20.0'FIRELANE17.0'20.0'ACCESS, UTILITY DRAINAGE& IRRIGATION EASEMENTCOUNTY ROAD 100
24.0'
30.0'10.0'IRRIGATIONEASEMENT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>x x x x x x x x x x x x x x x x xx
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>x x x x x x x x x x x
x
xx x x x x x x x x x x x x x x x x
X X
xxxxxxxxxxxxxxxxxxx589.0'8.0'
9.0'17.0'
22.0'81612T.O. RANCH LANE24" PERIMETERCONCRETE RIBBON18.0'
48" LOADING DOCK
24" LOADING DOCKR15.0
'R3.0'R5.0'59.0'R
5
.
0
'24" GRAVELSHOULDER, TYP.9.0'R5.0'28.0'SNOW STORAGE AREASNOW STORAGE AREAAPPROXIMATE LOCATION OFNON-JURISDICTIONAL WETLANDSEXISTING IRRIGATION DITCHCONCRETE VALLEY PANLOADING DOCKRETAINING WALL13.5'13.5'HIGHWAY 82EXISTINGIRRIGATION DITCHEXISTING IRRIGATIONTAILWATER DITCH36.1'18.0'
41.1'SNOW STORAGE AREASNOW STORAGE AREA
29.0'100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK 100'STBK 100'STBK 100'STBK 100'STBK
50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK
Know what'sbelow.before you dig.CallROPRISESNGINEERING, LLC.CIVIL CONSULTANTSXXXXXXJOB NO.DATE:XX-XX-XX502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BYDRAWN BYCHECKED BYXXX00/00/00XXX00/00/00XXX00/00/00DATEREVISION00/00/00XXXC-1.0DRAWING NO.TITLEREGIONALSTAMPS
O
P
R
I
S
E
N
G
S
T
AM
P
G:\2017\17250-BLUE MTN STORAGE\CIVIL\CIVIL DWGS\DE\17250-BLUEMTNSTOR-DE.DWG - Sep 26, 2018 - 12:12pm
NORTH1 inch = ft.( IN FEET )GRAPHIC SCALE03030603012015R6
0
.
0
0
'SITE PLANBLUE MOUNTAIN STORAGE
GARFIELD COUNTY STORAGE FACILITY
GARFIELD COUNTY, COLORADO
LIMITED IMPACT REVIEW
L. Grading and Erosion Control Plan
3.0%3.0%3.0%0.5%FG:6293.33'FG:6293.22'STORMWATERDETENTION BASIN(± 11,000 C.F.)>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>x x x x x x x x x x x x x x x xx
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>x x x x x x x x x x x
x
xx x x x x x x x x x x x x x x x
X
xxxxxxxxxxxxxxxxxxx>>>>>>>>>>>>>-3.0:13.0%
1.9%6290628962886287629162876288628962906289629062916292629362966295629462936292629162906
2
9
9
6
2
9
8
6
2
9
7
62
9
66295
6294
6
2
9
3
62
9
2
6
2
9
1 628662850.5%-3
.
0
:
1
1.0%FL:6289.90'HP:6290.72'12" IRRIGATION CULVERT2.0%
2.0%
2.0%-2.7:1
-3.3:1FL:6288.11'629062906291629262936294629162926290
62936290>>>>>>>>>0.0%2.1%2.1%FFE:6292.00'FFE:6292.00'3.0%2.3%1.0%90.00 TOC90.00 TOC88.66 TOP3.0%3.0%0.0%1.2%
2.0%
4.5%
5.3%89.40 TOP63021.8%
1.8%3.0%90.00 TOC91.84 TOC91.34 TOP90.01 TOP90.45 TOP91.84 TOC91.34 TOP90.87 TOP6295630012" STORM CULVERT4.4%
2.0%92.00 TOP92.00 TOP3.2%91.00 TOP91.00 TOP90.34 TOC90.37 TOC2.0%SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF2.1:12.5:1
-2.5:1-2.5:190.00 TOP88.00 TOP0.5%SFSFSFSFSFSFSFSFSFSFSFXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASFFE = 6292.00±6295ROOF AND TRENCHDRAIN STORM PIPE12" STORM CULVERT15" IRRIGATIONCULVERT100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK 100'STBK 100'STBK 100'STBK 100'STBK
50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK
Know what'sbelow.before you dig.CallRSITE BENCHMARKBASIS OF ELEVATION: THE 1998 CITY OF ASPENDREXEL BARREL CONTROL DATUM, WHICH IS BASEDON AN ELEVATION OF 7720.88' (NAVD 1988) ON THENGS STATION "S-159". THIS ESTABLISHED A SITEBENCHMARK LOCATED AT THE XXXXXX PROPERTYCORNER. LS# XXXX, ELEV: XXXX.XX PER SURVEYPREPARED BY SOPRIS ENGINEERING INC.OPRISESNGINEERING, LLC.CIVIL CONSULTANTSXXXXXXJOB NO.DATE:XX-XX-XX502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313GRADING & EROSIONCONTROL PLANDESIGNED BYDRAWN BYCHECKED BYXXX00/00/00XXX00/00/00XXX00/00/00DATEREVISION00/00/00XXXC-2.0DRAWING NO.TITLEREGIONALSTAMPS
O
P
R
I
S
E
N
G
S
T
AM
P
G:\2017\17250-BLUE MTN STORAGE\CIVIL\CIVIL DWGS\DE\17250-BLUEMTNSTOR-DE.DWG - Sep 26, 2018 - 12:12pm
NORTH
1 inch = ft.( IN FEET )GRAPHIC SCALE03030603012015BLUE MOUNTAIN STORAGE
GARFIELD COUNTY STORAGE FACILITY
GARFIELD COUNTY, COLORADO
LIMITED IMPACT REVIEW FINAL GRADING & DRAINAGE NOTES:1.EXISTING CONTOURS ILLUSTRATED HEREIN ARE AT 1 FT INTERVAL, BASED ON SOPRIS ENGINEERING FIELD TOPOGRAPHY PERFORMED IN OCTOBER OF 2017.2.PROPOSED CONTOURS ARE AT 1 FT INTERVALS.3.GRADE LANDSCAPE AND HARDSCAPE SURFACES AROUND BUILDING PERIMETER AS NEEDED TO PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR WALLS.4.CONTRACTOR TO VERIFY GRADES ACROSS SITE TO ENSURE THAT THE INSTALLATION OF THE GRADING & DRAINAGE IMPROVEMENTS ARE IN COMPLIANCE WITH THEINTENT OF THE DESIGN RECOMMENDATIONS ILLUSTRATED HEREIN AND ON THE DRAINAGE PLAN. THE ENGINEER OF RECORD SHOULD BE MADE AWARE OF ANYEXISTING GRADES THAT MAY IMPEDE THE CONSTRUCTION OF THE GRADING AND DRAINAGE IMPROVEMENTS.5.DOWNSPOUT FOR BUILDING ROOF DRAIN SYSTEM AND TERRACE/PATION/DECK DRAINS TO BE COORDINATED WITH THE ARCHITECT AND MECHANICAL ENGINEER.6.THIS PROPERTY IS SITUATED IN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN) AS SHOWN ON THE FLOOD INSURANCE RATE MAPPREPARED BY F.E.M.A. FOR PITKIN COUNTY COLORADO, COMMUNITY-PANEL NUMBER 08097C0203, EFFECTIVE DATE: JUNE 4, 1987.7.AT ALL TIMES DURING CONSTRUCTION AND UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE WORK. THE CONTRACTOR SHALL PREVENT THE FORMATION OF ANAIRBORNE DUST NUISANCE IN SUCH A MANNER THAT IT WILL CONTAIN DUST PARTICLES TO THE IMMEDIATE AREA OF THE WORK. THE CONTRACTOR MUST PERFORMSUCH TREATMENT WITHIN 2 HOURS AFTER NOTIFICATION BY THE CITY THAT AN AIRBORNE DUST NUISANCE EXISTS.8.THE CONTRACTOR MUST IMPLEMENT BEST MANAGEMENT PRACTICES (BMP's) TO MINIMIZE THE TRANSPORTATION OF SEDIMENT BEYOND THE LIMITS OFDISTURBANCE.9.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE ACTIVITY ENVELOPE, THE CONTRACTOR SHALL NOT OPERATEOUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED.10.COMPACTION IN EXCAVATED AREAS SHALL BE 95% STANDARD PROCTOR DENSITY.11.CONTRACTOR SHALL PROTECT ALL EXISTING TREES THAT ARE TO REMAIN.12.THE UTILITIES AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIESFOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION.13.ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY DEVIATIONS SHALL BE COORDINATED WITH THEENGINEER OF RECORD AND LANDSCAPE ARCHITECT.14.ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO.15.ALL SITE RETAINING WALLS BY OTHERS.16.ALL STORM PIPES SHALL BE GASKETED PVC SDR-35 OR AS NOTED ON PLANS. PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OFSTRUCTURE.17.REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ALL ROOF DRAIN LOCATIONS.18.PROVIDE A CLEANOUT WITH FRAME AND GRATE AT ALL DOWNSPOUT LOCATIONS AND A MINIMUM OF 150 FT. IF INLETS ARE NOT PROVIDED. GRATE COVERS TO BE 4"BRASS WITH "STORM" EMBEDDED ON COVER.19.ALL INLETS, TRENCH DRAINS AND BASINS WITHIN THE DRIVEWAY SHALL BE TRAFFIC RATED PER MANUFACTURERS REQUIREMENTS. A20.CONTRACTOR TO ENSURE A MINIMUM OF 4" SEPARATION BETWEEN BUILDING FOUNDATION AND OUTSIDE DIAMETER OF STORM PIPES.21.INSTALL RODENT SCREENS AND OUTFALL PROTECTION AT THE OUTFALL OF ALL DRAIN LINES.22.CONTRACTOR TO ADHERE TO ALL MANUFACTURER'S INSTALLATION RECOMMENDATIONS.23.CONTRACTOR TO FIELD VERIFY DRAINAGE CONCEPT ILLUSTRATED HEREIN TO ACTUAL FIELD CONDITIONS.24.ANY DEVIATION FROM THE STORMWATER IMPROVEMENTS AS ILLUSTRATED HEREIN MUST BE PRE-APPROVED BY THE ENGINEER OF RECORD.25.HEAT TAPE SHALL BE PROVIDED FOR ALL DAYLIGHT PIPES AND PIPES THAT ARE BURIED LESS THAN 42" FROM FINAL GRADE.26.ALL TRENCH DRAIN LOCATIONS ARE TO BE FIELD VERIFIED BY THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER PRIOR TO INSTALLATION.27.REVEGETATION OF THE SITE TO BE PERFORMED IN ACCORDANCE WITH THE LANDSCAPE AND PLANTING PLANSEROSION CONTROL NOTES:1.CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES" (BMP), TO CONTROL EROSION AND SEDIMENTATION DURINGCONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES.3.DUST CAUSED BY DEMOLITION, EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLEDBY THE CONTRACTOR AT HIS EXPENSE. THE ENGINEER OR CITY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUECONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THE COUNTY'S SATISFACTION.4.BMP’S SHALL BE INSTALLED BEFORE ANY EARTH DISTURBING AND/OR DEMOLITION ACTIVITIES COMMENCE.5.STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SHALL NOT CAUSE, HAVE THE REASONABLE POTENTIAL TO CAUSE,OR MEASURABLY CONTRIBUTE TO AN EXCEEDANCE OF ANY WATER QUALITY STANDARD.6.CONSTRUCTION SHALL BE PHASED IN A MANNER TO LIMIT EARTH DISTURBING ACTIVITIES (I.E. THE ENTIRE PROJECT SITE SHOULDNOT BE DISTURBED IF CONSTRUCTION WILL ONLY BE OCCURRING IN ONE PARTICULAR SECTION).7.SEDIMENT CAUSED BY ACCELERATED SOIL EROSION SHALL BE REMOVED FROM RUNOFF WATER BEFORE IT LEAVES THECONSTRUCTION SITE.8.BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY CONTAINMENTOR EQUIVALENT PROTECTION TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS.9.THE EROSION CONTROL PLAN SHALL BE CONTINUOUSLY UPDATED TO REFLECT NEW OR REVISED BEST MANAGEMENT PRACTICES(BMP’S) DUE TO CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE CONSTRUCTION SITE. UPDATESMUST BE MADE WITHIN 72 HOURS FOLLOWING THE CHANGE IN BMP’S.10.THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP’S, STORAGE CONTAINERS, AND CONSTRUCTIONEQUIPMENT) A MINIMUM OF EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELT THATMAY CAUSE SURFACE EROSION.11.THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ON SITE AND AVAILABLE FOR REVIEW BY COUNTY STAFF.INSPECTION REPORTS MUST IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT.12.STRAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR SEDIMENT CONTROL (I.E. STRAW BALES MAY BE USED FORREINFORCEMENT BEHIND ANOTHER BMP SUCH AS SILT FENCE).13.BMP’S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE.14.ALL BMP’S SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS OTHERWISESPECIFIED.15.A VEHICLE TRACKING PAD (VTP) AND/OR STABILIZED STAGING AREAS SHALL BE PLACED AT ALL EXITS FROM THE SITE TO PREVENTTRACK-OUT ONTO CITY STREETS. IF TRACK-OUT DOES OCCUR, THE CONTRACTOR SHALL IMMEDIATELY SWEEP THE STREET OFDEBRIS.16.ALL PORTA-POTTY STRUCTURES MUST BE FIRMLY SECURED WITH #4 REBAR ANCHORS OR EQUAL. MUST BE PLACED AWAY FROMFLOW LINES OF STREET, SWALES, RAIN GARDENS & AWAY FROM INLETS.17.STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED SO THAT STORMWATER DOES NOT COME IN CONTACTWITH THE PILE AND POTENTIALLY WASH POLLUTANTS OFFSITE. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED AND/ORBLANKETED AS WELL AS INCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT WIND EROSION AND SEDIMENTTRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR HAVEMUCLH/MULCH TACKIFIER APPLIED.18.EROSION CONTROL BLANKETS SHALL BE INSTALLED ON ALL SLOPES EXCEEDING 3:1.10' MAX. C. TO C.FLOW8" MIN.= 16" MIN.
HEIGHT OF FILTER GROUNDDRIVEN MIN. 16" INTO36" MIN. FENCE POSTS, 16" MIN.MIN. 8" INTO GROUNDEMBED FILTER CLOTHUNDISTURBED GROUND20" MIN.36" MIN. FENCE POSTFLOWNOTES:1. SILT FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION.3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.POSTS: STEEL EITHER T OR U TYPE OR 2" HARDWOOD.FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL.SILT FENCE DETAIL
M. Utility Plan
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUT XUT
XUT XUT
XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT
XELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXGAS
XGAS XGAS XGAS XGAS XGAS
XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS
OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL
x x x x x x x x x x x x x x x x xx
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>x x x x x x x x x x x
x
xx x x x x x x x x x x x x x x x x
X X
xxxxxxxxxxxxxxxxxxx>>>>>>>>>>>>>6290628962886287629162876288628962906289629062916292629362966295629462936292629162906
2
9
9 63016
2
9
8
6
2
9
7
62
9
66295
6294
62
9
3
62
9
2
6
2
9
1
6
2
9
1 62866285629062906291629262936294629162926290
62936290>>>>>>>>>SSSWL
WL
WLWLWLWLWL
SSSSSSSSSSSSSS6302FIRE STORAGE TANK(SIZE TO BE DETERMINEDAT BUILDING PERMIT)SEPTIC DISTRIBUTIONTANK AND LEACH FIELDPOTABLE WATERDISTRIBUTION LINEEXISTING WELLFIRE SUPPRESSIONTANK SUPPLY LINEFIRE SUPPRESSIONSYSTEM SUPPLY LINEFIRE SUPPRESSIONSYSTEM SUPPLY LINE62956300XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGAS6295WLWLWLWLWLWLWLWLWLWLWLWL4''WL4''WL4''WL4''WL4''WL4''WL4''WL4''WL4''WL4''WL4''WLPROPOSED CHLORINATIONBUILDING100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK 100'STBK 100'STBK 100'STBK 100'STBK
50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK 50'STBK
Know what'sbelow.before you dig.CallRPROPOSED ELECTRIC MANHOLEPROPOSED DRAINAGE DRY-WELLPROPOSED SEWER MANHOLEPROPOSED TELEPHONE MANHOLEPROPOSED UTILITY MANHOLEPROPOSED GUY WIREPROPOSED POWER POLEPROPOSED FIRE HYDRANTPROPOSED WATER VALVEPROPOSED CURB STOPPROPOSED GAS METER/VALVEPROPOSED ELECTRIC TRANSFORMERPROPOSED ELECTRIC METERPROPOSED TELEPHONE PEDESTALPROPOSED CATV PEDESTALPROPOSED SEWER CLEANOUTPROPOSED LIGHT POLEPROPOSED SIGNPROPOSED STORM INLETPROPOSED 8" WATER MAIN8''WL8''WL12'' WL12'' WLPROPOSED 8" SANITARY SEWER MAINPROPOSED GASPROPOSED TELEPHONEGASGASPROPOSED UNDERGROUND ELECTRICPROPOSED CABLEPROPOSED STORM SEWERTELTELUELUELUTVUTVPROPOSED OVERHEAD ELECTRICOELOELPROPOSED IRRIGATION PIPEIRRIRR8''SA8''SAPROPOSED 12" WATER MAINEXISTING ELECTRIC MANHOLEEXISTING DRAINAGE DRY-WELLEXISTING SEWER MANHOLEEXISTING TELEPHONE MANHOLEEXISTING UTILITY MANHOLEEXISTING GUY WIREEXISTING POWER POLEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING CURB STOPEXISTING GAS METEREXISTING ELECTRIC TRANSFORMEREXISTING ELECTRIC METEREXISTING TELEPHONE PEDESTALEXISTING CATV PEDESTALEXISTING SEWER CLEANOUTEXISTING LIGHT POLEEXISTING SIGNEXISTING STORM INLETEXISTING STORM SEWERXSDXSDXSDXSDEXISTING EASEMENTEXISTING PROPERTY LINEEXISTING SETBACK (XX')20'STBKEXISTING 8" WATER MAINXWLXWLEXISTING 8" SANITARY SEWER MAINEXISTING ELEC, TELE, CABLE, GASXETCGXETCGEXISTING GASXETCXETCEXISTING TELEPHONEXGASXGASXGASEXISTING UNDERGROUND ELECTRICEXISTING CABLEEXISTING FIBER OPTICEXISTING ELEC, TELE, CABLEXUTXUTXUTXELXELXELXTVXTVXTVXFOXFOXFOEXISTING OVERHEAD ELECTRICOELOELEXISTING IRRIGATION PIPEXIRRXIRREXISTING SWALE OR DITCH>>>>XSAXSAPROPOSED UNDERDRAIN>>>>1.ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL BECONFIRMED AND COORDINATED WITH THE UTILITY PROVIDER PER UTILITY AGREEMENTS.2.ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF ROCKS >11/2" Ø. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING, AND/OR SUITABLE ONSITE MATERIAL.INSTALL PER UTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES WITH SUITABLE ONSITEMATERIALS. MINIMUM COMPACTION 95% IN PAVED AREAS.3.GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE INSTALLED AMINIMUM 10' FROM WATER SERVICES AS FEASIBLE. COMMUNICATIONS MAY BE INSTALLED IN COMBINEDTRENCHES PER CONSTRUCTION FEASIBILITY AS LONG AS MINIMUM SEPARATION DISTANCES ANDDEPTHS OF BURY ARE MAINTAINED. INSTALL WARNING TAPE OVER ALL UTILITY LINES.UTILITY SERVICE MINIMUM DEPTHWATER--------------------------------5.5'SEWER--------------------------------5.0'ELECTRIC----------------------------4.0'CABLE TV----------------------------3.0'PHONE--------------------------------3.0'GAS----------------------------------- 3.0'1.CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE EXISTING UTILITIESWITH THE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING, BEDDING, AND BACKFILLWORK NECESSARY FOR UTILITY RELOCATION. THE UTILITY PROVIDER IS TO PERFORM ALL LINEWORKNECESSARY.2.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OFCONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIORCONSENT OF THE PROPERTY OWNER(S) INVOLVED.3.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATESOR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOMEINSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OFUTILITIES PRIOR TO CONSTRUCTION.4.ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICETHROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE ANDLIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION.5.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANYPRIOR TO CONSTRUCTION.6.ALL SITE AND UTILITY WORK SHALL BE IN COMPLIANCE WITH CDOT RULES & REGULATIONS. APRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK.GENERAL UTILITY NOTES:SHALLOW UTILITY NOTES:UTILITY PLAN LEGENDOPRISESNGINEERING, LLC.CIVIL CONSULTANTSXXXXXXJOB NO.DATE:XX-XX-XX502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313UTILITY PLANDESIGNED BYDRAWN BYCHECKED BYXXX00/00/00XXX00/00/00XXX00/00/00DATEREVISION00/00/00XXXC-0.0DRAWING NO.TITLEREGIONALSTAMPS
O
P
R
I
S
E
N
G
S
T
AM
P
G:\2017\17250-BLUE MTN STORAGE\CIVIL\CIVIL DWGS\DE\17250-BLUEMTNSTOR-DE.DWG - Sep 26, 2018 - 12:13pm
BLUE MOUNTAIN STORAGE
GARFIELD COUNTY STORAGE FACILITY
GARFIELD COUNTY, COLORADO
LIMITED IMPACT REVIEW
NORTH1 inch = ft.( IN FEET )GRAPHIC SCALE03030603012015
N. Lighting Plan
DYH0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.2 0.4 1.1 2.1 2.6 2.2 1.4 0.7 0.4 0.2 0.2 0.1 0.1 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.3 1.0 2.2 3.74.13.9 2.8 1.9 1.3 1.1 0.9 0.6 0.3 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.2 0.4 1.2 1.8 2.4 2.5 2.7 2.7 3.0 2.9 3.2 2.8 2.6 1.5 0.60.4 0.1 0.00.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.20.2 0.2 0.2 0.5 1.0 1.4 1.5 1.5 1.8 2.2 2.6 3.74.73.2 3.8 3.2 1.6 0.8 0.4 0.10.0 0.0 0.0 0.1 0.2 0.6 0.8 1.0 0.8 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.40.4 0.4 0.4 0.6 0.8 0.9 0.7 0.7 0.8 1.2 1.7 2.6 3.7 4.34.73.6 2.3 1.2 0.5 0.10.0 0.0 0.1 0.2 0.5 1.8 2.2 1.7 1.3 1.1 1.1 1.2 1.1 1.1 1.0 1.0 1.00.9 1.0 0.9 0.9 0.9 0.7 0.6 0.5 0.5 0.6 0.7 1.0 1.5 2.2 2.4 2.1 1.50.8 0.4 0.10.0 0.1 0.1 0.3 0.7 3.5 3.5 2.5 1.6 1.6 2.2 2.8 2.8 2.5 2.4 2.4 2.32.3 2.2 2.2 2.1 1.5 1.0 0.8 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.6 0.6 0.50.4 0.3 0.10.0 0.1 0.1 0.4 1.0 5.1 3.8 2.5 1.5 2.1 4.7 6.1 6.2 5.0 5.1 5.4 4.35.6 4.4 4.5 5.1 2.7 1.8 1.7 1.5 1.3 1.1 1.2 1.3 1.0 0.7 0.3 0.2 0.10.1 0.1 0.10.0 0.1 0.1 0.5 1.1 5.3 3.9 2.5 1.6 2.4 8.5 10.6 12.5 7.3 8.0 10.65.512.6 5.9 6.8 11.1 4.0 6.4 6.9 6.75.72.45.76.2 5.3 2.4 0.6 0.2 0.1 0.1 0.1 0.00.0 0.0 0.1 0.2 0.7 3.6 3.6 2.4 1.3 0.70.54.3 0.9 0.4 0.2 0.1 0.0 0.00.0 0.0 0.1 0.1 0.4 1.9 2.3 1.8 1.5 1.10.85.7 2.1 0.8 0.3 0.1 0.0 0.00.0 0.0 0.0 0.1 0.2 0.6 0.9 1.3 1.7 1.91.513.0 4.4 1.2 0.3 0.1 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 2.1 4.73.28.9 3.7 1.2 0.3 0.1 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 2.5 10.94.63.4 1.5 0.8 0.4 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.13.8 2.6 1.0 0.3 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.60.613.3 4.1 1.2 0.4 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.1 3.14.93.0 2.2 1.0 0.4 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.6 4.913.81.9 1.6 0.9 0.4 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.84.46.210.5 3.9 1.2 0.4 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.85.415.36.3 3.3 1.1 0.4 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.9 4.87.01.5 1.4 0.9 0.4 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.5 4.914.65.1 3.0 1.1 0.4 0.1 0.1 0.00.0 0.0 0.0 0.0 0.1 0.2 0.2 0.5 1.0 2.12.711.6 4.0 1.2 0.4 0.1 0.0 0.00.0 0.0 0.0 0.1 0.2 0.3 0.5 0.7 0.8 0.60.42.4 1.9 1.0 0.4 0.1 0.0 0.00.0 0.0 0.0 0.1 0.3 1.2 1.6 1.4 0.9 0.60.33.7 2.6 1.0 0.4 0.1 0.0 0.00.0 0.0 0.1 0.2 0.5 2.3 2.8 2.1 1.3 0.70.412.6 3.8 1.1 0.3 0.1 0.0 0.00.0 0.0 0.1 0.3 0.7 4.2 3.7 2.4 1.1 1.0 3.9 12.0 3.0 3.5 12.1 3.4 3.8 12.2 3.1 3.6 12.3 3.3 3.8 12.5 3.1 3.6 12.6 3.2 3.5 12.5 5.6 2.20.80.30.10.00.00.0 0.0 0.1 0.4 1.0 5.3 3.9 2.2 1.1 1.0 2.6 3.7 2.3 2.5 3.7 2.4 2.63.8 2.3 2.5 3.8 2.4 2.6 3.8 2.3 2.6 3.8 2.4 2.5 3.8 2.3 0.7 0.3 0.10.1 0.0 0.00.0 0.0 0.1 0.3 0.7 4.2 3.6 2.4 1.2 0.8 1.1 1.2 1.1 1.1 1.1 1.1 1.11.1 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.1 1.1 1.0 1.0 1.1 0.8 0.3 0.1 0.10.0 0.0 0.00.0 0.0 0.1 0.2 0.5 2.3 2.7 2.1 1.3 0.8 0.6 0.5 0.5 0.4 0.4 0.4 0.40.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.00.0 0.0 0.00.0 0.0 0.0 0.1 0.3 1.2 1.5 1.3 0.9 0.6 0.4 0.2 0.2 0.2 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.03/4" CHAMFERBASE COVER TO MATCH POLEATTACH TO POLE GROUND LUGHANDHOLEPOLE (SEE SCHEDULE)FIXTURE (SEE SCHEDULE)IN-LINE FUSE -EACH PHASE#12 (MIN) TO FIXTURE HEAD(S)SPLICEPACK GROUT TIGHTLY BETWEEN POLE BASEPLATE AND CONCRETE BASE, PROVIDE TOOLEDFINISH AT EDGE OF BASE PLATEPHASE CONDUCTORS PER PLAN#6 BAREBOND TO REBARFINISHED SURFACEANCHOR BOLTSFURNISHED WITH POLECONDUIT PER PLAN6 #6 REBARS VERTICAL WITH #4 REBARS 12" O.C. HORIZONTALROUND POURED CONCRETE BASE 20" 24"
30" 60"S2S4S4S4TYPE 'R' RECESSED FIXTURE AT 15' -0" AND 34' -0"W @ 8' -4"
W @ 8' -4"
W @ 8' -4"
W @ 8' -4"
W @ 8' -4"
W @ 8' -4"W @ 8' -4"W @ 9' -8"
W @ 9' -8"
W @ 9' -8"
W @ 9' -8"
W @ 9' -8"W @ 9' -8"W @ 8' -4"W @ 8' -4"W @ 8' -4"W @ 8' -4"W @ 8' -4"W @ 8' -4"W @ 8' -4"WW @ 34' -0"
WW @ 34' -0"
WW @ 34' -0"PROPERTY LINE (TYP)ACTUAL PROPERTY LINE ON SOUTH END OF SITE EXTENDS AN ADDITIONAL ~75', SHOWN FOR REFERENCE ONLY.ACTUAL PROPERTY LINE ON WEST SIDE OF SITE EXTENDS AN ADDITIONAL ~250', SHOWN FOR REFERENCE ONLY.PHOTOMETRICS PLAN NOTES:1. EXTERIOR POLE MOUNTED SITE LUMINAIRE SHALL BE PROVIDED WITH INTEGRAL PHOTOCELL AND MOTION SENSOR. AT DUSK EACH LUMINAIRE SHALL BE PHOTOCELL 'ON' TO AN INTENSITY OF 50%, UPON MOTION SENSOR ACTIVATION THE LUMINAIRE SHALL INCREASE TO 100% INTENSITY FOR 15 MINUTES, UPON MOTION SENSOR TIME-OUT (15 MINUTES OF NO MOTION SENSED) THE LUMINAIRE SHALL DECREASE TO 50% INTENSITY, AT DAWN EACH LUMINAIRE SHALL BE PHOTOCELL 'OFF'.2. BUILDING MOUNTED TYPE 'W' LUMINAIRES SHALL BE PROVIDED WITH INTEGRAL PHOTOCELL AND MOTION SENSOR. AT DUSK EACH LUMINAIRE SHALL BE PHOTOCELL 'ON' TO AN INTENSITY OF 50%, UPON MOTION SENSOR ACTIVATION THE LUMINAIRE SHALL INCREASE TO 100% INTENSITY FOR 15 MINUTES, UPON MOTION SENSOR TIME-OUT (15 MINUTES OF NO MOTION SENSED) THE LUMINAIRE SHALL DECREASE TO 50% INTENSITY, AT DAWN EACH LUMINAIRE SHALL BE PHOTOCELL 'OFF'.3. BUILDING MOUNTED TYPE 'R' AND 'WW' LUMINAIRES SHALL BE CONTROLLED VIA ASTRONIMICAL TIMECLOCK AND PHOTOCELL. AT DUSK THESE LUMINAIRES SHALLTURN 'ON'; AT 10:00PM THE TIMECLOCK SHALL TURN THESE LUMINAIRES 'OFF'.Planning. Architecture. Engineering.6162 S. Willow Drive, Suite 320Greenwood Village, CO 80111303.770.8884 Owww.gallowayUS.comC2016. Galloway & Company, Inc. All Rights ReservedH:\blue mountain storage\co, parker -blue mountain storage (bsf000001)\cadd\3-cd\Bms01X_Title-Plan.dwg -Rob Gordon -2015-04-16 CLIENTLOGODateIssue / Description#STAM
P
Init.Date:Drawn By:Project No:Checked By:BLUE MOUNTAIN STORAGE
GARFIELD COUNTY STORAGE FACILITY
GARFIELD COUNTY, COLORADO THESE PLANS ARE AN INSTRUMENT OFSERVICE AND ARE THE PROPERTY OFGALLOWAY, AND MAY NOT BEDUPLICATED, DISCLOSED, ORREPRODUCED WITHOUT THE WRITTENCONSENT OF GALLOWAY. COPYRIGHTSAND INFRINGEMENTS WILL BE ENFORCEDAND PROSECUTED.COPYRIGHTBSF000004BLUE MOUNTAIN STORAGEGARFIELD COUNTY STORAGE FACILITYGARFIELD COUNTY, COLORADOPRELIMINARYNOT FORCONSTRUCTION09/14/201810/2/2018 1:23:10 PMP1.0DNJPHOTOMETRICSPLANJTHSCALE: NO SCALE2POLE BASE (ABOVE GROUND)SCALE: 1" = 20'-0"1PHOTOMETRICS PLANcPOLE TYPE DESCRIPTION (ABC): A - SHAPE, R-ROUND, S-SQUARE; B - PROFILE, S-STRAIGHT, T-TAPERED; C - MATERIAL, A-ALUMINUM, S-STEELbCONTRACTOR TO VERIFY LIGHT FIXTURE CATALOG NUMBER AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING.aSEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR LUMINAIRES, LAMPS, AND BALLASTS.GENERAL NOTES:WWCOOPERENT-E01-LED-E1-GZW-BZ-LEDFURNISHEDW/ FIXTUREENGINEER TOSPECIFYBRZ SEE PLANS -EXTERIOR UP DOWN COLUMN SCONCEWLEOTEKES1 24H MV WWW DB 530 XXWIDELEDFURNISHEDW/ FIXTURE120/277 BRZ SEE PLANS -WST LED TRAPEZOID ARCHITECTURAL WALLSCONCERLEDRANU4RD XTM0910LM 30K 83 XXXX NC BZWIDELEDFURNISHEDW/ FIXTUREENGINEER TOSPECIFYBRZ SEE PLANS -LED PEDESTRIAN FIXTURE, TYPE 3DISTRIBUTION, 4000K, MOUNTED SINGLEHEAD ON ROUND 15' POLE GRADE LEVELS4 LEOTEKAR13-15M2-MV-WW-4-DB-530-XXIVLEDFURNISHEDW/ FIXTURE120/277 BRZ 18' - 6" RSALED AREA FIXTURE, TYPE 4 DISTRIBUTION,3000K, MOUNTED SINGLE HEAD ON 16' POLES2 LEOTEKAR13-15M2-MV-WW-2-DB-530-XXIILEDFURNISHEDW/ FIXTURE120/277 BRZ 18' - 6" RSALED AREA FIXTURE, TYPE 2 DISTRIBUTION,3000K, MOUNTED SINGLE HEAD ON 16' POLEMARK MANUFACTURER CATALOG NO.BEAMDISTRIB.LAMP DATA VOLTSFIXTUREAND POLEFINISHMOUNTINGHEIGHT.(FT.)POLETYPEDESCRIPTIONSITE LIGHTING SCHEDULE10' OFF SITE 0.00 MAX = 0.1 0.10PARKING 2.59 0.60 4.32FRONT WALKWAY 8.00 2.60 3.08DRIVEWAY 3.31 0.50 6.62LABEL AVG MIN AVG/MINCALCULATION SUMMARY (FC)
Planning. Architecture. Engineering.6162 S. Willow Drive, Suite 320Greenwood Village, CO 80111303.770.8884 Owww.gallowayUS.comC2016. Galloway & Company, Inc. All Rights ReservedH:\blue mountain storage\co, parker -blue mountain storage (bsf000001)\cadd\3-cd\Bms01X_Title-Plan.dwg -Rob Gordon -2015-04-16 CLIENTLOGODate Issue / Description#STAM
P
Init.Date:Drawn By:Project No:Checked By:BLUE MOUNTAIN STORAGE
GARFIELD COUNTY STORAGE FACILITY
GARFIELD COUNTY, COLORADO THESE PLANS ARE AN INSTRUMENT OFSERVICE AND ARE THE PROPERTY OFGALLOWAY, AND MAY NOT BEDUPLICATED, DISCLOSED, ORREPRODUCED WITHOUT THE WRITTENCONSENT OF GALLOWAY. COPYRIGHTSAND INFRINGEMENTS WILL BE ENFORCEDAND PROSECUTED.COPYRIGHTBSF000004BLUE MOUNTAIN STORAGEGARFIELD COUNTY STORAGE FACILITYGARFIELD COUNTY, COLORADOPRELIMINARYNOT FORCONSTRUCTION09/14/201810/2/2018 1:23:10 PMP1.1DNJPHOTOMETRICSDETAILSJTHTYPE 'S2', AND 'S4' FIXTURESTYPE 'R' FIXTURESTYPE 'W' FIXTURESTYPE 'WW' FIXTURES