HomeMy WebLinkAbout1.00 General Application MaterialsGurfutd Cou*mtit
LAND USE CHANGE PERMIT
APPTICATION FORMCommunity Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
le7ol94s-8212
www. garfield-countv.co(n
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INVOLVEÞ Solar{Michael and Homeowner Darin Dickinson)
91¡¡srlApplicant
Name:Darin Dickinson Phone:I 303 I 520-0175
Mailing Address: 99 westbank Rd
City:Glenwood Springs state: co zip go¿". 81601
darindickinson@gmail.com
Assessol'sParcel Number: 2 3 s 5 - 0 2 I -0 3 -0 0 6
Sec{ion: 2. Township: 7. Range: 89. Subdivision: WESTBANK RANCH. SUB. #3. Lot: 6A as
described in resolution 78-29 reception number 287763 1.410 acres'
578 E Timpanogos Circle, Building G, Suite 2100
State: ur Zip code:84097
Phone:
Zone D¡str¡ct:Garfield Gounty, CO Propefi Size (acres|. 1.41
I 385 1
526-3852
Representative (Authorization Requi red)
Name: Project Solar
Legal Descript¡on:
Mailing Address:
City:Orem
PhysicaUstreet Address:99 Westbank Rd, Glenwood Springs, CO 81601, USA
PROJECT NAME AND TOCATION
E-ma perm ittin g @p rojectsola r. com
Project Name:
Dickinson - Solar
PROJECT DESCRIFÍIOñI
: lnstallation of 15.80 kW roof mounted PV array comfirised of 40 modules
1 ENPHASE lQ COMBÍNER PANEL, 3 EZ SûLAR JBOX. fsee plans ñor complete details)
Existing Use: Residential - Single Family. R-3.
Proposed Use (From use Tabie 3403|:Residentiat- Sinsle Family. R-3.
Description of Project
40 CSI SOLAR CO.. LTD. CS3N-395MS.40 ENPHASE TQBPLUS-72-2-US, 1 AC DTSCONNECT(S),
R FORWA¡VER$
Submission Requirements
tr The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section: Water Section: Wastewater
Section: Gradins and Ðrainage Section: Mineral rights
Waiver of Standards
El the Applicant is requesting a Waiver of Standards per Section 4-118. List:
Section: Water Sect'ton: Wastewater
Section: Grading and Drainage Section: Mineral rights
I have read the statements above and have provided the requìred attached information which is
correct and accurate to the best of my knowledge.
À^.,JJ,, ,-i. ^,l l^1.¡-.1- [ Ð
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-O.on
"r[ r Auaft orized Re p resentative, Irtle
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Date
OFFICIAT USE ONTV
Fire N um ber,6 AÞÀ -ß-q- fil Fee Paid:4Ø oÒ
Date:7/6/2023
Re:Darin Dickinson - Solar Project
Subject:COVER SHEET - Narrative and Waiver requests for PV solar submission
Address:99 Westbank Rd, Glenwood Springs, CO 81601, USA
Dear Garfield County,
This letter is to advise of the work to be completed at the above mentioned homeowner’s property, and all
documentation that we are providing at your request. This will also serve as our official request for waivers of
non-applicable sections of your review.
The work being performed is as follows:
Installation of a 15.80 kW roof mounted PV array, comprised of 40 modules and 40 microinverters. This will also
include 1 AC Disconnect, 1 Enphase IQ Combiner Panel, and 3 EZ Solar JBoxes.Please see extensive plans,
structural letter, spec sheets, etc. for all details pertaining to this project.
Documents provided are:
- Narrative and Waivers request cover sheet
- Stamped plans (structural and electrical stamps are included)
- Structural letter and calcs
- Letter of Authorization (signed)
- Solar Permit Application
- List of all properties and names of owners within 200 ft of job site
- Copy of the deed to the home
- Copy of the property record card
- Glare report
- Traffic report
- NEM approval
The waivers we request are:
- Water
- Wastewater
- Grading and drainage
- Mineral Rights
These sections do not apply to this project, as this is a roof mounted PV solar system, and there will be NO trenching
or ground disturbance.
Please let us know if you require anything else to complete the review and approval process for this solar permit.
Sincerely,
Michael Moore
Project Solar
(385) 526-3852
permitting@projectsolar.com
Project Solar
3401 N Thanksgiving Way
Suite 200
Lehi, UT 84043
Date: 4/11/2023
To Garfield County jurisdiction,
This letter is to serve as confirmation that Darin Dickinson (homeowner)gives the
representatives at Project Solar authorization to apply for, sign for, and receive the permit
associated with address:99 Westbank Rd, Glenwood Springs, CO 81601, USA.
If you have questions or concerns you may contact the permitting team at Project Solar at
801-609-1064, or Darin Dickinson at 303-520-0175.
Signed,
801-609-1064
permitting@projectsolar.com
Document Ref: VTBX9-GWCRH-HYJXL-OISVN Page 1 of 1
Signature Certificate
Reference number: VTBX9-GWCRH-HYJXL-OISVN
Document completed by all parties on:
12 Apr 2023 00:58:29 UTC
Page 1 of 1
Signer Timestamp Signature
Darin Dickinson
Email: darindickinson@gmail.com
Recipient Verification:
Sent:11 Apr 2023 18:29:43 UTC
Viewed:12 Apr 2023 00:57:55 UTC
Signed:12 Apr 2023 00:58:29 UTC
✔Email verified 12 Apr 2023 00:57:55 UTC
IP address: 73.153.240.247
Location: Glenwood Springs, United States
Signed with PandaDoc
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1
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-county.com
PRE-APPLICATION
CONFERENCE SUMMARY
TAX PARCEL NUMBER: 239502103006 DATE: 4/3/2023
PROJECT: Dickinson Solar Energy System, Small
OWNERS: Darin Dickinson and Vanesa Zietz
CONTACT/REPRESENTATIVE: Michael Moore, Project Solar
PRACTICAL LOCATION: 99 Westbank Road, Glenwood Springs, CO 81601
TYPE OF APPLICATION: Administrative Review
ZONING: Rural
COMPREHENSIVE PLAN: Residential Medium High
I. GENERAL PROJECT DESCRIPTION
Garfield County’s Land Use and Development Code (LUDC) can be found here: https://www.garfield-
county.com/community-development/land-use-code/
The applicants wish to install a small solar energy system. Due to the proposed wattage of the system,
it will be classified as a Small Solar Energy System, which requires an administrative review within the
Rural Zone District. This will be a roof mount system attached via brackets. The application should
provide information related to the legal and p hysical connection to the grid if proposed.
Submittal requirements are listed below in Section IV of this summary, which can be used as a
checklist for compiling the application.
The LUDC includes a Waiver of Submittal Requirements (4-202) that the applicant may wish to use
for some general requirement. Waiver of Submittal Requirements should be clearly indicated in the
application and demonstrate fulfillment with the review criteria in 4-202.C:
C. Review Criteria.
A waiver request shall be considered based on the following criteria:
1. The Applicant shows good cause for the requested waiver;
2. The project size, complexity, anticipated impacts, or other factors support a waiver;
2
3. The waiver does not compromise a proper and complete review; and
4. The information is not material to describing the proposal or demonstrating
compliance with approval criteria.
Waiver of Standards are available for Article 7 requirements. Their requirements are listed in 4-118,
and any waiver of standards requested should be clearly indicated in the application. Review criteria
included below:
C. Review Criteria.
A waiver may be approved if the Applicant demonstrates that the following criteria
have been met by the proposed alternative:
1. It achieves the intent of the subject standard to the same or better degree than
the subject standard; and
2. It imposes no greater impacts on adjacent properties than would occur through
compliance with the specific requirements of this Code.
Administrative Review application submittal requirements are listed below in Section IV, which can
function as a checklist for preparing the application.
The application will need to include a Statement of Authority (SOA)indicating who is authorized to
encumber the property on behalf of the owners. The SOA must be a recorded document. The
application may also include a Letter of Authorization (LOA) if the owners wish to have a
representative act on their behalf for this application. The LOA does not need to be recorded.
The application will need to identify all owners of record of property within 200 feet and their mailing
addresses. This information can be obtained from the Garfield County Assessor’s office and/or
through the Garfield County Land Explorer tool (tutorial attached). The application will also need to
identify all mineral rights owners on the subject property.
The application will need to provide proof of ownerships. The application should address any
additional requirements or restrictions of the Westbank Subdivision and provide copies of pertinent
resolutions, plats, or covenants.
Administrative review applications’ submittal requirements are found in Table 4-201:
While the applicant may request Waivers of Submittal Requirements, that is not a guaranty that those
will be acceptable. See above for more information on waiver request requirements.
3
Site plans should provide information necessary to review the proposed solar facility and its
relationship to surrounding properties. Information on the direction and angle of the panels should
be included, as well as the point of interconnection. The application should include information from
the utility company regarding the right or permission to interconnect.
The impact analysis should address possible impacts, including glare. See section 4.203.G for its
included impacts.
A waiver for the traffic study should include information on contractor traffic, available parking , and
other possible interruptions to traffic. Similarly, waivers for water and wastewater related items
should address the construction phase of the project.
All Land Use Change Permits are required to demonstrate compliance with Article 7 Standards for
Divisions 1-3. The application should also address Section 7-1101 Solar Energy System.
II. COMPREHENSIVE PLAN
The comprehensive plan supports the use of renewable energy.
III. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS
The following Sections of the Garfield Land Use and Development Code as amended apply to the
Application:
• Section 4-103 Administrative Review and Section 4-101 Common Review Procedures
• Table 4-201 Submission Requirements and Section 4-203 Description of Submittal
Requirements.
• Section 4-118 and Section 4-202, as applicable.
• Article 7 Standards, as applicable
• Section 7-1101 Solar Energy Systems
IV. SUBMITTAL REQUIREMENTS
As a convenience outlined below is a list of information typically required for this type of application.
Table 4-201 outlines the specific application submittal criteria. The following list can function as a
checklist for your submittal.
General Application Materials including the Application Form (signed), payment of Fees and
signed Payment Agreement Form (see attached).
o A narrative describing the request and related information.
o Proof of ownership.
o A Statement of Authority is required if the property is owned by an LLC or similar
entity.
o A Letter of Authorization is required if an owner intends to have a representative
complete the Application and processing.
o Names and mailing addresses of property owners within 200 ft. of the subject
property from Assessor’s Office Records.
4
o Mineral rights ownership for the subject property including mailing address and/or
statement on mineral rights research (see attached).
o Copy of the Preapplication Summary needs to be submitted with the Application.
Vicinity Map.
Site Plan.
Grading and Drainage Plan.
Landscape Plan.
Impact Analysis.
Development agreement, if applicable.
Improvement agreement, if applicable.
Traffic Study.
Water Supply/Distribution Plan.
Wastewater Management/Treatment Plan.
Affordable Housing Plan, if applicable.
The Application should demonstrate compliance with Article 7 Standards, as applicable.
The Application should include a waiver request from submittals, as applicable.
The Application should include any waivers from Article 7 Standards that the applicant wishes
to pursue
Three hard copies and one digital copy (on a USB drive, for example) of the application are required.
Both versions should be split into individual sections.
Community Development Staff is available to meet with the Applicant to provide additional
information and clarification on any of the submittal requirements a nd waiver requests.
5
V. REVIEW PROCESS
Call-Up for review by the Board in accordance with the procedures and review process contained in
Section 4-112.
Staff will review the application for completeness, and when complete, refer it to appropriate
agencies for technical review. Staff will create a report to be submitted to the Director for their
decision.
Public Hearing(s): X No Public Hearing, Directors Decision (with notice per code)
Planning Commission
Board of County Commissioners
Board of Adjustment
6
Referral Agencies: May include but is not limited to: Garfield County Surveyor, Garfield County
Attorney, Garfield County Building Department, Garfield Road and Bridge, Garfield County Consulting
Engineer, Homeowners Association, Fire Districts, Utility Provider.
VI. APPLICATION REVIEW FEES
Planning Review Fees: $250
Referral Agency Fees: $na
Total Deposit: $250(additional hours are billed at hourly rate of $40.50)
VII. GENERAL APPLICATION PROCESSING
The foregoing summary is advisory in nature only and is not binding on the County. The summary is
based on current zoning, which is subject to change in the future, and upon factual representations
that may or may not be accurate. This summary does not create a legal or vested right. The summary
is valid for a six-month period, after which an update should be requested. The Applicant is advised
that the Application submittal once accepted by the County becomes public informat ion and will be
available (including electronically) for review by the public. Proprietary information can be redacted
from documents prior to submittal.
Pre-application Summary Prepared by:
Date
4/3/2023
John Leybourne, Planner III
7
8
9
Application | Solar Permit
Associated Electrical Permit (if known) :
Identify who will be performing the work. This will be the person/company to whom the permit is issued:
🔲 Colorado Electrical Contractor License Number:
Colorado Solar Company Name:
Homeowner* Name:
Permit Information
Applicant Mailing Address:
P.O. Box/Street City State Zip
Phone Number: Fax Number:
Email Address:
Job Site/Property Information
Property Owner:
Job Address:
Street City County
Job Site Phone Number: Power Supplier:
Directions:
Electrical Installation Information
The work to be performed is: Residential Commercial
Describe work being performed:
* HOMEOWNER CLAUSE: you must meet the following conditions to be able to perform electrical installation work:
● You are the property owner and the property is not for sale, resale, and is not a rental property.
● You reside or intend to reside at this property as your sole place of residence.
● You are doing the permitted work yourself and have a reasonable enough knowledge of electrical codes to ensure proper
installation.
By signing this form, you attest that all statements are true. You understand that your homeowners insurance may not
cover damages to the home due to construction accidents.
$
Contractor/Authorized Representative/Homeowner Date Total Fee Enclosed
(from Page 2)
Make Checks payable to: The State of Colorado. Do not staple checks to the application.
Mailed or hand-delivered permits may be processed in 5-7 business days after receipt and will be issued according to contact information provided.
Permits expire one year from the issue date and NO REFUNDS will be processed after 6 months from the issue date .
The content of this application must not be changed under penalty of Colorado law.
1560 Broadway, Suite 1350, Denver, CO 80202 | P 303.894.2300 | F 303.894.2310 | dpo.colorado.gov
EC.102495
Darin Dickinson
99 Westbank Rd Glenwood Springs CO 81601
801-609-1064
permitting@projectsolar.com
Darin Dickinson
99 Westbank Rd Glenwood Springs Garfield County
303-520-0175 Xcel Energy
Installation of 15.80 kW roof mounted PV array comprised of 40 modules
Jacob Michael Westphal 4/13/23 264
Project Solar
Solar Permit Fees | Electrician
Fees are calculated from the total cost to the customer (contract price), including materials, items and labor - whether
provided by the contractor or the property owner.
Please use the tables below to calculate the correct permit fee.
Valuation of Installation
(based on cost to customer for labor, materials and items)
Fee
$2000 or less (base fee) $ 60
$ 2,001 or more
● Base Fee + $ 6 for each additional $ 1,000 of total job value
● EXAMPLE:
○ The valuation is $ 5,150 (round up to $ 6,000)
○ The base fee as shown above; $ 60.00 +(6 x $ 6) =$ 96 total fee*
$ 60 + $_______ = $ ________
RE-INSPECTION
A re-inspection fee may be assessed when additional inspections are
required when the job is not ready for inspection (if 5 or more correction
items are cited), access is not provided, violations from the last
inspection are not completed, etc.
$ 50
Permit fees are reviewed occasionally and may be adjusted as necessary.
Applicants should be prepared to do the following:
● Use the online permit system to request an inspection when the job is ready.
● Ensure that the work is completed within the time limitation of the permit.
● Install electrical according to the currently adopted edition of the Colorado Electrical Code (NEC).
● Request an electrical inspection prior to covering and a final inspection prior to occupancy.
Cost of Solar Installation (parts & labor): $ (round to next highest $ 1,000)
Total Fee Enclosed $
* Senate Bill 17-179 placed a cap on solar permit fees of;
● $ 500 for residential installations and;
● $ 1,000 for commercial installations.
Caps on the permit fee are a combination of the solar (DC) installers permit and the electrical (AC) permit. Whichever one is
issued first, the total fee for the second permit combined with the fee for the first permit cannot exceed the cap fees shown
above.
1560 Broadway, Suite 1350, Denver, CO 80202 | P 303.894.2300 | F 303.894.2310 | dpo.colorado.gov
204 264
34,000
264
1/24/23, 10:49 AM qPublic.net - Garfield County, CO - Property Record Card: R010075
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Gar eld County, CO
View Map
DICKINSON, DARIN WARREN & VANESA ZIETZ
99 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
Building #1
Units 1
Building Type SFR
Abstract Codes / (Property Type)SINGLE FAM.RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERTY)
Architectural Style 1-STRY/BSM
Stories 1
Frame WOOD FRAME
Actual Year Built 1990
Basement Area 2,939
Finish Basement Area 2,939
Gross Living Area 2,939
Total Heated SqFt 5,878
Bedrooms 6
Baths 4
Heating Fuel GAS
Heating Type FORCED AIR
Air Conditioning CENTRAL
Roof Type GABLE
Roof Cover CEDAR SHAK
Assessed Year 2022 2021
Land Actual $205,000.00 $205,000.00
Improvement Actual $582,550.00 $582,550.00
Total Actual $787,550.00 $787,550.00
Assessed Year 2022 2021
Land Assessed $14,250.00 $14,660.00
Improvement Assessed $40,490.00 $41,650.00
Total Assessed $54,740.00 $56,310.00
Tax Year 2022 2021 2020 2019 2018
Taxes Billed $4,435.32 $4,492.40 $4,228.68 $4,266.28 $3,683.68
Summary
Account R010075
Parcel 239502103006
Property
Address
99 WESTBANK RD, GLENWOOD SPRINGS, CO 81601
Legal
Description
Section: 2 Township: 7 Range: 89 Subdivision: WESTBANK RANCH
SUB. #3 Lot: 6A AS DESCRIBED IN RESOLUTION 78-29 RECEPTION
NUMBER 287763 1.410 ACRES
Acres 1.409
Land SqFt 0
Tax Area 10
Mill Levy 81.0250
Subdivision WESTBANK RANCH SUB. #3
Owner
Land
Unit Type SINGLE FAM.RES.-LAND - 1112 (RESIDENTIAL PROPERTY)
Square Feet 0
Buildings
Actual Values
Assessed Values
Tax History
1/24/23, 10:49 AM qPublic.net - Garfield County, CO - Property Record Card: R010075
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Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
9/25/2019 WARRANTY DEED 925948 $799,000
4/8/2016 SPECIAL WARRANTY DEED 875691 $685,000
1/27/2016 STATEMENT OF AUTHORITY 875690 $0
1/27/2016 STATEMENT OF AUTHORITY 875689 $0
4/21/2011 BARGAIN AND SALE DEED 801872 $0
4/21/2011 STATEMENT OF AUTHORITY 801871 $0
9/30/2009 PERSONAL REP DEED 776327 $0
9/30/2009 STATEMENT OF AUTHORITY 776326 $0
4/16/2009 LETTERS 776325 $0
9/24/2001 SPECIAL WARRANTY DEED 589090 1289-928 $0
8/16/1990 WARRANTY DEED 416600 0787-0866 $40,600
7/10/1990 WARRANTY DEED 411462 0776-0419 $0
10/15/1981 WARRANTY DEED 320275 0583-0440 $0
Click here to view Property Related Public Documents
Transfers
Property Related Public Documents
Photos
Sketches
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Version 2.3.241
The Gar eld County Assessor's Of ce makes every effort to produce the most accurate information possible. No warranties, expressed or
implied are provided for the data herein, its use or interpretation. Data is subject to constant change and its accuracy and completeness
cannot be guaranteed.
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GDPR Privacy Notice
Last Data Upload: 1/24/2023, 12:51:02 AM
Developed by
Updated:7/6/23
RE:Darin Dickinson - Solar Project
Address:99 Westbank Rd, Glenwood Springs, CO 81601, USA
Addresses within 200 feet of customer's home:
POTENZIANI, FREDERICK & PELLETIER, MICHE
171 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
ALLRED, BRENT & CHANDRA
67 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
BURK, HOUSTON & VANESSA
47 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
WESTBANK RANCH #1 LTD
73 DOLORES CIRCLE
GLENWOOD SPRINGS CO 81601
WEINBERG FAMILY TRUST
86 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601-9628
PARSONEAULT, LYDIA P TRUSTEE THE LYDIA P
0114 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
MINEO, JANET N
267 RED DOG ROAD
CARBONDALE CO 81623
FAUTSKO REVOCABLE TRUST, TIMOTHY F
29 MEADOW LANE
GLENWOOD SPRINGS CO 81601
4/12/23, 9:39 PM Untitled Site Config | ForgeSolar
https://www.forgesolar.com/projects/13474/configs/76212/1/7
Misc. Analysis Settings
Summary of Results Glare with low potential for temporary after-image predicted
PV Name Tilt Orientation "Green" Glare "Yellow" Glare Energy Produced
deg deg min min kWh
PV array 1 26.2 180.0 0 0 -
PV array 2 36.9 180.0 0 0 -
PV array 3 27.3 180.0 646 0 -
Dickinson Residence
Untitled
Created Sept. 20, 2022
Updated Sept. 20, 2022
Time-step 1 minute
Timezone offset UTC-8
Site ID 76212.13474
Project type Basic
Project status: active
Category 10 to 100 kW
(1,000 kW / 8 acre limit)
DNI: varies (1,000.0 W/m^2 peak)
Ocular transmission coefficient: 0.5
Pupil diameter: 0.002 m
Eye focal length: 0.017 m
Sun subtended angle: 9.3 mrad
PV Analysis Methodology: Version 2
Enhanced subtended angle calculation: On
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4/12/23, 9:39 PM Untitled Site Config | ForgeSolar
https://www.forgesolar.com/projects/13474/configs/76212/2/7
Component Data
4/12/23, 9:39 PM Untitled Site Config | ForgeSolar
https://www.forgesolar.com/projects/13474/configs/76212/3/7
PV Array(s)
Total PV footprint area: 0.04 acre
Name: PV array 1
Footprint area: 0.02 acre
Axis tracking: Fixed (no rotation)
Tilt: 26.2 deg
Orientation: 180.0 deg
Rated power: -
Panel material: Smooth glass without AR coating
Vary reflectivity with sun position? Yes
Correlate slope error with surface type? Yes
Slope error: 6.55 mrad
Vertex Latitude Longitude Ground elevation Height above ground Total elevation
deg deg ft ft ft
1 39.474888 -107.287426 5954.68 0.00 5954.68
2 39.474890 -107.287281 5955.18 0.00 5955.18
3 39.474832 -107.287331 5954.76 0.00 5954.76
4 39.474832 -107.287431 5954.74 0.00 5954.74
Name: PV array 2
Footprint area: 0.01 acre
Axis tracking: Fixed (no rotation)
Tilt: 36.9 deg
Orientation: 180.0 deg
Rated power: -
Panel material: Smooth glass without AR coating
Vary reflectivity with sun position? Yes
Correlate slope error with surface type? Yes
Slope error: 6.55 mrad
Vertex Latitude Longitude Ground elevation Height above ground Total elevation
deg deg ft ft ft
1 39.474887 -107.287265 5955.17 0.00 5955.17
2 39.474893 -107.287139 5953.18 0.00 5953.18
3 39.474837 -107.287143 5952.68 0.00 5952.68
4 39.474836 -107.287220 5954.28 0.00 5954.28
Name: PV array 3
Footprint area: 0.01 acre
Axis tracking: Fixed (no rotation)
Tilt: 27.3 deg
Orientation: 180.0 deg
Rated power: -
Panel material: Smooth glass without AR coating
Vary reflectivity with sun position? Yes
Correlate slope error with surface type? Yes
Slope error: 6.55 mrad
Vertex Latitude Longitude Ground elevation Height above ground Total elevation
deg deg ft ft ft
1 39.475014 -107.287198 5952.92 0.00 5952.92
2 39.474910 -107.287187 5954.68 0.00 5954.68
3 39.474945 -107.287146 5953.29 0.00 5953.29
4 39.475018 -107.287147 5952.44 0.00 5952.44
4/12/23, 9:39 PM Untitled Site Config | ForgeSolar
https://www.forgesolar.com/projects/13474/configs/76212/4/7
Discrete Observation Receptors
Number Latitude Longitude Ground elevation Height above ground Total Elevation
deg deg ft ft ft
OP 1 39.474731 -107.287312 5950.67 0.00 5950.67
OP 2 39.474956 -107.286550 5949.82 0.00 5949.82
OP 3 39.475140 -107.286861 5952.89 0.00 5952.89
4/12/23, 9:39 PM Untitled Site Config | ForgeSolar
https://www.forgesolar.com/projects/13474/configs/76212/5/7
Summary of PV Glare Analysis
PV configuration and total predicted glare
PV Name Tilt Orientation "Green" Glare "Yellow" Glare Energy Produced Data File
deg deg min min kWh
PV array 1 26.2 180.0 0 0 -
PV array 2 36.9 180.0 0 0 -
PV array 3 27.3 180.0 646 0 --
Distinct glare per month
Excludes overlapping glare from PV array for multiple receptors at matching time(s)
PV Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
pv-array-3 (green)0 0 84 239 0 0 0 75 248 0 0 0
pv-array-3 (yellow)0 0 0 0 0 0 0 0 0 0 0 0
PV & Receptor Analysis Results
Results for each PV array and receptor
PV array 1 no glare found
PV array 2 no glare found
PV array 3 low potential for temporary after-image
Component Green glare (min)Yellow glare (min)
OP: OP 1 0 0
OP: OP 2 0 0
OP: OP 3 0 0
No glare found
Component Green glare (min)Yellow glare (min)
OP: OP 1 0 0
OP: OP 2 0 0
OP: OP 3 0 0
No glare found
Component Green glare (min)Yellow glare (min)
4/12/23, 9:39 PM Untitled Site Config | ForgeSolar
https://www.forgesolar.com/projects/13474/configs/76212/6/7
Assumptions
OP: OP 1 0 0
OP: OP 2 646 0
OP: OP 3 0 0
PV array 3 - OP Receptor (OP 1)
No glare found
PV array 3 - OP Receptor (OP 2)
PV array is expected to produce the following glare for receptors at this location:
646 minutes of "green" glare with low potential to cause temporary after-image.
0 minutes of "yellow" glare with potential to cause temporary after-image.
PV array 3 - OP Receptor (OP 3)
No glare found
Times associated with glare are denoted in Standard time. For Daylight Savings, add one hour.
4/12/23, 9:39 PM Untitled Site Config | ForgeSolar
https://www.forgesolar.com/projects/13474/configs/76212/7/7
Glare analyses do not automatically account for physical obstructions between reflectors and receptors. This includes buildings, tree cover and
geographic obstructions.
Detailed system geometry is not rigorously simulated.
The glare hazard determination relies on several approximations including observer eye characteristics, angle of view, and typical blink response time.
Actual values and results may vary.
The system output calculation is a DNI-based approximation that assumes clear, sunny skies year-round. It should not be used in place of more rigorous
modeling methods.
Several V1 calculations utilize the PV array centroid, rather than the actual glare spot location, due to algorithm limitations. This may affect results for
large PV footprints. Additional analyses of array sub-sections can provide additional information on expected glare.
The subtended source angle (glare spot size) is constrained by the PV array footprint size. Partitioning large arrays into smaller sections will reduce the
maximum potential subtended angle, potentially impacting results if actual glare spots are larger than the sub-array size. Additional analyses of the
combined area of adjacent sub-arrays can provide more information on potential glare hazards. (See previous point on related limitations.)
Hazard zone boundaries shown in the Glare Hazard plot are an approximation and visual aid. Actual ocular impact outcomes encompass a continuous,
not discrete, spectrum.
Glare locations displayed on receptor plots are approximate. Actual glare-spot locations may differ.
Refer to the Help page for detailed assumptions and limitations not listed here.
76 North Meadowbrook Drive
Scott E. Wyssling, PE Alpine, UT 84004
Coleman D. Larsen, SE, PE office (201) 874-3483
Gregory T. Elvestad, PE swyssling@wysslingconsulting.com
September 6, 2022 Revised July 18, 2023 Project Solar, Inc. 2000 Ashton Boulevard Lehi, UT 84043 Re: Engineering Services Dickinson Residence 99 Westbank Road, Glenwood Springs, CO 15.800 kW System To Whom It May Concern: We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system.
A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system.
B. Description of Structure:
Roof Framing: Assumed 2x6 dimensional lumber at 24” on center.
Roof Material: Composite Asphalt Shingles
Roof Slope: 5.9/12 & 6.2/12
Attic Access: Inaccessible
Foundation: Permanent
C. Loading Criteria Used
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 PSF
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 psf
• Live Load = 20 psf (reducible) – 0 psf at locations of solar panels
• Ground Snow Load = 40 psf
• Wind Load based on ASCE 7-10
o Ultimate Wind Speed = 115 mph (based on Risk Category II)
o Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the 2015 International Residential Code, including provisions allowing existing structures to
not require strengthening if the new loads do not exceed existing design loads by 105% for gravity
elements and 110% for seismic elements. This analysis indicates that the existing framing will
support the additional panel loading without damage, if installed correctly.
Page 2 of 2
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent Ironridge installation manual. If during solar panel installation, the roof framing members appear unstable or deflect non -uniformly, our office should be notified before proceeding with the installation. 2. The maximum allowable withdrawal force for a 5/16” lag screw is 235 lbs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 2½”, the allowable capacity per connection is greater than the design withdrawal force (demand). Considering the variable factors for the existing roof framing and installation tolerances, the connection using one 5/16” diameter lag screw with a minimum of 2½” embedment will be adequate and will include a sufficient factor of safety. 3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of the roof, the panel supports shall be placed no greater than 48” on center. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the 2015 IRC, current industry standards, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. Very truly yours, Scott E. Wyssling, PE Colorado License No. 54597
Signed: 7/18/2023
April 12, 2023
Garfield County
108 8th Street, Suite 401
Glenwood Springs, Colorado 81601
Re: Darin Dickinson Solar Project
99 Westbank Road
Glenwood Springs, CO 81601
To Whom it may concern
We are writing to present the findings of our traffic study for the proposed solar project at
the Darin Dickinson residence near 109 and Westbank Road in Glenwood Springs. The
proposed project includes the installation of a 24.885 kW solar PV system, as depicted
in the attached conceptual site plan (Figure 1). This study details the means of
transportation used to transport materials to the site and the proposed location for
equipment storage (Figure 2), as well as evaluates the potential traffic impact of the
project.
Project Access
● Regional access to the project will be provided by 109 and Westbank Road in
Glenwood Springs.
● Direct access to the site will be provided from a driveway located on the east side
of the main house.
● The project area includes the main house, with the solar project being an addition
to the existing property.
Means of Transportation
● Materials will be shipped to the site by R&L Freight and transported to the
customer's residence using a freight truck with two people on board to unload the
equipment.
● The equipment will be stored on-site until installation is complete.
Total Time to Completion
● The project is estimated to take 2 days to complete, with a crew of 4 people
on-site during this time.
● An additional visit will be made for an inspection, and a final visit by the utility will
occur before a permit to operate is granted.
● The total project timeline is expected to be approximately 2 weeks.
Traffic Assessment
● Based on our traffic assignment and evaluation of the surrounding street network
and key intersections, we anticipate that the project traffic volumes will be
accommodated on the existing infrastructure without the need for any roadway
improvements.
● The neighboring houses have multiple channels of transportation, and traffic on
Westbank Road is minimal.
Conclusion
The results of the traffic study indicate that the proposed development will not cause
any disruptions to the movement of traffic. The project is anticipated to generate a total
of three truck rolls to the site. There is ample space within the customer's property for
equipment storage and the crew required to complete the project.
Sincerely,
Project Solar
Figures
Figure 1
Figure 2
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
PV 1.0
COVER SHEET
INDEX JUSRISDICTION NOTES SATELLITE & VICINITY PHOTOS
SCOPE OF WORKCONTRACTORS LICENSE
PV1.0 COVER SHEET
PV2.0 PROPERTY PLAN
PV2.1 SITE PLAN
PV2.2 EQUIPMENT ELEVATION
PV3.0 LINE DIAGRAM
PV3.1 ELECTRICAL CALCULATIONS
PV4.0 ROOF ATTACHMENT DETAILS
PV4.1 STRUCTURAL DETAILS
PV5.0 LABELS
PV5.1 PLACARD
ATTACHED CUTSHEETS
INSTALLATION OF [N] 15.80 KW DC PV ARRAY
ALL WORK SHALL COMPLY WITH:
1. 2015 INTERNATIONAL BUILDING CODE
2. 2015 INTERNATIONAL RESIDENTIAL CODE
3. 2020 NATIONAL ELECTRICAL CODE
REV BY COMMENTS
REV E JHOANALYN
CALLAO
REVISED PANEL LAYOUT BASED ON SITE SURVEY REPORT;
CHANGED INTERNATIONAL REFERENCE CODE; UPDATED
THE PLAN SET; REMOVED THE SECOND WIRE TAG #3.
PV ONLY
40 CSI SOLAR CO., LTD. CS3N-395MS
40 ENPHASE IQ8PLUS-72-2-US
1 AC DISCONNECT(S)
1 ENPHASE IQ COMBINER PANEL
3 EZ SOLAR JBOX
JURISDICTION : Garfield County
UTILITY : XCEL
GENERAL INFOINTERNATIONAL CODES
OCCUPANCY:
CONSTRUCTION:
ZONING:
GROUND SNOW LOAD:
WIND SPEED:
WIND EXPOSURE:
NUMBER OF STORIES:
B
E B
2
R3
SINGLE-FAMILY
RESIDENTIAL
40 PSF
115MPH
Signed 7/18/2023
99 W
E
S
T
B
A
N
K
R
O
A
D
FRONT OF RESIDENCE
DRIVEWAY
39
6
'
-
6
"
53'
33
0
'
-
6
"
343'-1
"
M
E
A
D
O
W
L
A
N
E
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
PR
O
P
E
R
T
Y
L
I
N
E
PV 2.0
PLOT PLAN
1/64" = 1'-0" SCALE
PROP
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
B
B
E
Signed 7/18/2023
c
M
M
AC
UTILITY METERMAIN SERVICE PANEL
FRONT OF RESIDENCE
DRIVEWAY
MS
P
62'-4"
PV PRODUCTION METERFUSED AC DISCONNECT
COMBINER
3'3'
3'
3'
3'
J-
B
O
X
J-
B
O
X
J-BOX
3'3'
3'
3'
3'
3'
3'3'
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
LEGEND
TOTAL ARRAY AREA (SQFT) : 876.5
TOTAL ROOF AREA (SQFT) : 4998.82
AREA OF MODULES/TOTAL : 17.53
HEIGHT OF THE SYSTEM WILL NOTEXCEED THE BUILDING HEIGHT
TRUSS : CONVENTIONAL
RAFTER SIZE : 2X6
RAFTER SPACING : 24
PV 2.1
ROOF INFORMATION
MP 1 AZIMUTH 179 PITCH 5.9/12 COMP SHINGLE
179 5.9/12MP 2 AZIMUTH PITCH
MP 3 AZIMUTH PITCH 6.2/1289
SITE PLAN
UTILITY METER
AC DISCONNECT
MICROINVERTER
COMBINER PANEL
M
DC
AC
c
AC
COMBINER PANELc
MAIN SERVICE PANELMSP
PV PRODUCTION METER
SETBACK
JUNCTION BOXJ-BOX
M
1/16" = 1'-0" SCALE
STRUCTURAL INFO
ROOF AREA
COMP SHINGLE
COMP SHINGLE
ONE MICROINVERTERUNDER EACH MODULE.B
E
Signed 7/18/2023
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
PV 2.2
EQUIPMENT
ELEVATION SHEET
UTILITY SOURCE
LB TO SOLAR
COMBINER
MAIN SERVICE
PANEL
UTILITY METER FUSED AC
DISCONNECT PV METER
1'1'
2'
D
Signed 7/18/2023
=
~=~
=
~=~=~=~=~
STRING 1
10 MODULES
1
=~=
~
=~=
~
=
~
=
~
=
~
STRING 2
10 MODULES
1
=~=
~
=~=
~
=
~
=
~
=
~
STRING 3
10 MODULES
1
=
~=~
=
~=~=~=~=~
STRING 4
10 MODULES
1
L1
L2
JUNCTION BOX, 600V
NEMA 3R, UL LISTED
GND
L1
L2
L1
L2
L1
L2
GND
N
15A/2P
IQ ENVOY
20A/2P
20A/2P
20A/2P
ENPHASE COMBINER PANEL WITH IQ ENVOYNEMA 3R, UL LISTED, 100A RATED
20A/2P
2
AC DISCONNECT
VISIBLE,LOCKABLE,LABELED
100A FUSED (2)70A FUSES 240V
NEMA3R,UL LISTED
3
4
3
LINE SIDE
LOAD SIDE
200A LEVEL BYPASS
PV PRODUCTION METER
NEMA 3R, UL LISTED
(E)200A MAIN SERVICE PANEL(E)200A MAIN CIRCUIT BREAKER
200A/2P
(E)LOADS
BI-DIRECTIONAL UTILITY
METER 1-PHASE, 3W,
120V/240V, 60 Hz
TO 120/240V SINGLE PHASE
UTILITY SERVICE
(E)WIRESL1
L2
N
(E) GROUND ROD
5
(E)WIRES
(E)200A SUB PANEL
INSTALLATION &
INTERCONNECTION OF PV
EQUIPMENT SHOULD BE
DONE BY A CERTIFIED
ELECTRICIAN
310.15(B)(3)(C) RACEWAYS AND CABLES EXPOSED TO SUNLIGHT ON
ROOFTOPS. WHERE RACEWAYS OR CABLES ARE EXPOSED TO DIRECT
SUNLIGHT ON OR ABOVE ROOFTOPS, RACEWAYS OR CABLES SHALL
BE INSTALLED A MINIMUM DISTANCE ABOVE THE ROOF TO THE
BOTTOM OF THE RACEWAY OR CABLE OF 23 MM (7∕8 IN.)
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
PV 3.0
UTILITY PROVIDER :XCEL
MAIN SERVICE VOLTAGE :240
MAIN CIRCUIT BREAKER RATING :200
LOCATION OF SERVICE :WEST SIDE OF HOUSE
SERVICE ENTRANCE :UNDERGROUND
METER NUMBER :1375
PHOTOVOLTAIC SYSTEM CONNECTEDPV AC DISCONNECT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
ALL STRINGS CONNECTED IN PARALLEL
DESIGNED IN ACCORDANCE TO MINIMUM NEC STANDARDS
FOR WIRE AND BREAKER SIZE. INSTALLATION MAY
DEVIATE SLIGHTLY, AS REQUIRED ON SITE
MULTILINE
DIAGRAM
PRODUCTION METER WILL BE LABELED AS "PV PROD" PER SECTION
4.14.4 OF THE XCEL ENERGY STANDARD. PRODCUTION METER WILL
BE INSTALLED IN ACCORDANCE WITH THE MOST RECENT REVISION
OF SECTION 4.11 OF THE XCEL ENERGY STANDARD.
INVERTERS ARE UL1741 LISTED
METER COLLAR ADAPTER WILL NOT BE USEDB
D
E
Signed 7/18/2023
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
1. ENPHASE IQ8 SERIES MICROINVERTERS DO NOT REQUIRE GROUNDING ELECTRODE
CONDUCTORS OR EQUIPMENT GROUNDING CONDUCTORS, THE MICROINVERTERS ITSELF HAS
CLASS II DOUBLE-INSULATED RATING, WHICH INCLUDES GROUND FAULT PROTECTION.
2. ENPHASE Q CABLE HAS NO NEUTRAL WIRE - (2 WIRE DOUBLE INSULATED CABLING)
3. MODULES ARE BONDED TO RAIL USING IRONRIDGE INTEGRATED GROUNDING.
4. RAILS ARE BONDED WITH UL 2703 RATED LAY-IN LUGS
5. BARE COPPER IS TRANSITIONED TO THHN/THWN-W VIA IRREVERSIBLE CRIMP; GEC TO BE
CONTINUOUS PER CEC 250.64(C)
6. ENPHASE IQ ENVOY INSIDE IQ COMBINER REQUIRES A NEUTRAL TO BE LANDED AT THE
NEUTRAL BUSS AT MAIN PANEL PER ENPHASE INSTALLATION INSTRUCTIONS.
7. ENPHASE MICROINVERTERS ARE ALL RAPID SHUTDOWN READY PER NEC 690.12
8. DISCONNECT SHALL BE INSTALLED WITHIN 10FT OF BI-DIRECTIONAL UTILITY METER, OR BE
PROPERLY LABELED WITH DIRECTIONAL MAPPING.
9. INVERTER SHALL BE CERTIFIED UNDER UL1741.
10. 24/7 UNESCORTED KEYLESS ACCESS SHALL BE PROVIDED TO UTILITY EQUIPMENT.
11. THERE ARE 1 UTILITIES TO THE PROPERTY BUT NOT OVER THE ROOF.
12. THIS SYSTEM IS GRID-INTERTIED VIA A UL-LISTED POWER-CONDITIONING INVERTER.
13. A NATIONALLY - RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN
COMPLIANCE WITH ART. 110.3.
14. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN
POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.12(B)
15. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B).
16. .ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED
BY UL LISTING.
17. MODULE FRAMES SHALL BE GROUNDED AT THE UL - LISTED LOCATION PROVIDED BY THE
MANUFACTURER USING UL LISTED GROUNDING HARDWARE.
18. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND
CONDUCTORS.
SOLAR MODULE SPECIFICATION
MANUFACTURER/MODEL #CSI SOLAR CO., LTD. CS3N-395MS
VMP 37 V
IMP 10.68 A
VOC 44.3 V
ISC 11.44 A
TEMP. COEFF. VOC -0.26%/K
MODULE DIMENSION 76.4in x 41.3in x1.38in
SYSTEM CALCULATIONS
MODULE OPERATING CURRENT =11.44 A
INVERTER MAX INPUT CURRENT=15 A
11.44 A < 15 A, OK
MODULE OPERATING VOLTAGE = 37 V
INVERTER INPUT OPERATING VOLTAGE RANGE = 16 V - 60 V
16 V < 37 V < 60 V, OK
MODULE Voc = 44.3 V
VOLTAGE CORRECTION FACTOR = 1.14
44.3 V (1.14) = 50.50 V
INVERTER MAX INPUT VOLTAGE = 60 V
50.50 V < 60 V, OK
MODULE ISC = 11.44 A
11.10 A (1.25)(1.25) = 17.88 A [ISC]
NUMBER OF MICROINVERTERS IN CIRCUIT #1 = 10 INVERTER MAX OUTPUT CURRENT = 1.21 A
10(1.21 A) (1.25) = 15.125 A, USE 20 A BREAKER
NUMBER OF MICROINVERTERS IN CIRCUIT #2 = 10 INVERTER MAX OUTPUT CURRENT = 1.21 A
10(1.21 A) (1.25) = 15.125 A, USE 20 A BREAKER
NUMBER OF MICROINVERTERS IN CIRCUIT #3 = 10 INVERTER MAX OUTPUT CURRENT = 1.21 A
10(1.21 A) (1.25) = 15.125 A, USE 20 A BREAKER
NUMBER OF MICROINVERTERS IN CIRCUIT #4 = 10 INVERTER MAX OUTPUT CURRENT = 1.21 A
10(1.21 A) (1.25) = 15.125 A, USE 20 A BREAKER
TOTAL SOLAR BACKFEED
TOTAL INVERTERS = 40
40 X 1.21 X 1.25 = 60.50 A; LINE SIDE TAP USED
MAX SYSTEM VOLTAGE
Max String Length :10
Max Voltage (V) :575.9 V
PV 3.1
INVERTER SPECIFICATIONS
MANUFACTURER/MODEL #ENPHASE IQ8PLUS-72-2-US
MIN/MAX DC VOLT RATING 25-58V
MAX INPUT POWER 235W-440W
NOMINAL AC VOLTAGE RATING 240/211-264V
MAX AC CURRENT 1.21A
MAX MODULES PER CIRCUIT 10 (SINGLE PHASE)
MAX OUTPUT POWER 290 VA
ELECTRICAL NOTES
ELECTRICAL
CALCS
E
Signed 7/18/2023
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
PV MODULE FRAME
IRONRIDGE RAIL
DETAIL, MID CLAMP FRONT
Scale: 6" = 1'-0"J
IRONRIDGE UNIVERSAL
FASTENING OBJECTPV MODULE FRAME
DETAIL, MID CLAMP PLAN
Scale: 6" = 1'-0"H
IRONRIDGE UNIVERSAL
FASTENING OBJECT38"
PV MODULE FRAME
DETAIL, MID CLAMP PLAN
Scale: 6" = 1'-0"H
IRONRIDGE UNIVERSAL
FASTENING OBJECT38"
PV MODULE FRAME
IRONRIDGE RAIL
DETAIL, MID CLAMP FRONT
Scale: 6" = 1'-0"J
IRONRIDGE UNIVERSAL
FASTENING OBJECT
PV 4.0
MAX CANTILEVER 33%
48"
MID CLAMP POINT OF PENETRATIONEND CLAMP
TOP-FACING SLOT
INTERNAL SPLICE
SIDE-FACING SLOT
DETAIL, SPLICE, XR10O
MAX CANTILEVER 33%MAX CANTILEVER 33%
48"
MID CLAMP POINT OF PENETRATIONEND CLAMPQMLM-ST
9
DO NOT SCALE DRAWING SHEET 1 OF 1
RAD
SCALE: 1:4 WEIGHT:
REV
A
SIZE
TITLE:
DATE:
DRAWN BY:DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL ± 1/8
TWO PLACE DECIMAL ± .19
THREE PLACE DECIMAL ± .094 1.0723
QMLM & QMLM-ST: L-MOUNT,
2-1/16" SLOT
7/16/2018
ITEMNO.DESCRIPTION QTY.
1 FLASHING, ROUNDED CORNERS, 9" X 12" X .040", .438" HOLE, 5052,MILL 1
2 L-FOOT, 2" X 3.30" FOR .438" O.D. FASTENER, 2-1/16" SLOT, 6061-T6/6005A-T61, MILL 1
3 WASHER, SEALING, 5/16" ID X 3/4" OD, EPDM BONDED SS 1
4 LAG SCREW, HEX HEAD, 5/16" x 4", 18-8 SS 1
*5 STRUCTURAL SCREW, QMPV, T-30 HEX WASHER HEAD, 5/16" X 4-1/2",18-8SS 1
1 AVAILABLE IN MILL,AND BLACK FINISHES
2
3
4
*5
* STRUCTURAL
SCREW
AVAILABLE ON
QMLM-ST
VERSIONS ONLY
3.30
.040
3.54
2.00
.90
2.50
Ø .397 2.09
1.00
QMLM
3.00
4.50
9.00
12.00
4.20
4.042.75
RACKING
2.5" MIN
PENETRATION
INTO RAFTER
FOR LAG
SCREWS
2.75" MIN
PENETRATION
INTO RAFTER
FOR
STRUCTURAL
SCREWS
THIS EDGE TOWARDS
ROOF RIDGE
UNLESS OTHERWISE SPECIFIED:
Signed 7/18/2023
D
B
A
C
* # OF ROWS MAY DIFFER
SHOWN 3 DRAWN FOR EXAMPLE DIAGRAM
4"
DISTANCE FROM TOP
OF PANEL TO RIDGE
SPACE BETWEEN
MODULE AND ROOF
MAX ROOF
HEIGHT 22.6
3
ELEVATION DETAILBNOT DRAWN TO SCALE
MAX HEIGHT FROM
GROUND TO RIDGE
OF SOLAR MODULE
19.6
ROOF INFO TAG ID
ROOF RISE 9.722957
671'A
ROOF SPAN 21.3'B
ROOF RUN 18.95136
127'C
ROOF PITCH 27.2° D
NOT DRAWN TO SCALE
ATTIC INFOA
MIN ATTACHMENT POINTS : 94
STRUCTURAL INFO
TRUSS : CONVENTIONAL
RAFTER SIZE : 2X6
RAFTER SPACING : 24
PV ARRAY STRUCTURAL INFO MP1
ROOF TYPE:COMP SHINGLE
MP1 MODULE COUNT:
(TOTAL NUMBER OF
MODULES BEING INSTALLED
ON SECTION)
21MODULES
INDIVIDUAL MODULE
AREA:
(MODULE LENGTH) X
(MODULE WIDTH)21.9 FT^2
MP1 ARRAY AREA:
(INDIVIDUAL ARRAY AREA) X
(TOTAL MODULE COUNT) =
FT^2
460.2 FT^2
TOTAL MP1 AREA:(MP1 AREA TOTAL) = FT^2 783.79 FT^2
% ARRAY/ROOF:(ARRAY AREA) / (MP1 AREA)
= %59% %
MP1 ARRAY WEIGHT:(MP1 MODULE COUNT) X
(MODULE WEIGHT) = LBS 1083.6 LBS
TOTAL DISTRIBUTED
LOAD ON ROOF:
(MP1 ARRAY WEIGHT) /
(ARRAY AREA) = LBS / FT^2 2.4 LBS / FT^2
PV ARRAY STRUCTURAL INFO MP2
ROOF TYPE:COMP SHINGLE
MP2 MODULE COUNT:
(TOTAL NUMBER OF
MODULES BEING INSTALLED
ON SECTION)
15 MODULES
INDIVIDUAL MODULE
AREA:
(MODULE LENGTH) X
(MODULE WIDTH)21.9 FT^2
MP2 ARRAY AREA:
(INDIVIDUAL ARRAY AREA) X
(TOTAL MODULE COUNT) =
FT^2
328.7 FT^2
TOTAL MP2 AREA:(MP2 AREA TOTAL) = FT^2 668.74 FT^2
% ARRAY/ROOF:(ARRAY AREA) / (MP2 AREA)
= %49% %
MP2 ARRAY WEIGHT:(MP2 MODULE COUNT) X
(MODULE WEIGHT) = LBS 774 LBS
TOTAL DISTRIBUTED
LOAD ON ROOF:
(MP2 ARRAY WEIGHT) /
(ARRAY AREA) = LBS / FT^2 2.4 LBS / FT^2
PV ARRAY STRUCTURAL INFO MP3
ROOF TYPE:COMP SHINGLE
MP3 MODULE COUNT:
(TOTAL NUMBER OF
MODULES BEING INSTALLED
ON SECTION)
4 MODULES
INDIVIDUAL MODULE
AREA:
(MODULE LENGTH) X
(MODULE WIDTH)21.9 FT^2
MP3 ARRAY AREA:
(INDIVIDUAL ARRAY AREA) X
(TOTAL MODULE COUNT) =
FT^2
328.7 FT^2
TOTAL MP3 AREA:(MP3 AREA TOTAL) = FT^2 668.74 FT^2
% ARRAY/ROOF:(ARRAY AREA) / (MP3 AREA)
= %49% %
MP3 ARRAY WEIGHT:(MP3 MODULE COUNT) X
(MODULE WEIGHT) = LBS 206.4 LBS
TOTAL DISTRIBUTED
LOAD ON ROOF:
(MP3 ARRAY WEIGHT) /
(ARRAY AREA) = LBS / FT^2 2.4 LBS / FT^2
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
PV 4.1
STRUCTURAL
E
Signed 7/18/2023
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
SOLAR ARRAY COMBINER
PANEL PRODUCTION
METER
AC
DISCONNECT MSP + METER
7
9
PV 5.0
LABEL LOCATION: AC
DISCONNECT/BREAKER/POINTS OF CONNECTION
(NEC 690.13(B))
PHOTOVOLTAIC AC DISCONNECT
LABEL 3
AT POINT OF INTERCONNECTION, MARKED
AT DISCONNECTING MEANS
[NEC 690.54]LABEL 1
AT RAPID SHUTDOWN SYSTEM
[NEC 690.56(C)(1)(A)].
WARNING
ELECTRIC SHOCK HAZARD
LABEL 2
AT EACH DISCONNECTING MEANS FOR
PHOTOVOLTAIC EQUIPMENT
[NEC 690.15]
SOLAR SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
PV SYSTEM AND REDUCE
SHOCK HAZARD IN THE
ARRAY
SOLAR ELECTRIC
PV PANELS
!
LABEL 4
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION.
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
LABEL LOCATION: AC
DISCONNECT/BREAKER/POINTS OF CONNECTION
(NEC 690.56(C))
LABEL 7
WARNING!DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
LABEL LOCATION: POINT OF INTERCONNECTOIN (NEC
705.12(D) & NEC 690.59)
LABEL 5 LOCATION: EMT/CONDUIT RACEWAYS (NEC 690.31(G))
LABEL 6
RATED AC OUTPUT CURRENT :
NOMINAL OPERATING AC VOLTAGE:240V
60.50 A
!WARNING
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
DO NOT ADD LOADS
LABEL LOCATION: COMBINER BOX
LABEL 8
UTILITY
AC DISCONNECT
LABEL 12
AT EACH AC DISCONNECTING MEANS
[NEC 690.13(B)]
! CAUTION !
PHOTOVOLTAIC SYSTEM
CIRCUIT IS BACKFED
! WARNING !
POWER SOURCE OUTPUT
CONNECTION - DO NOT RELOCATE
THIS OVERCURRENT DEVICE
LABEL 13
AT POINT OF INTERCONNECTION
OVERCURRENT DEVICE
[NEC 705.12(B)(2)(3)(B)]
LABEL 10
AT UTILITY METER
[NEC 690.56(B)]
LABEL 11
AT RAPID SHUTDOWN SWITCH
[NEC 690.56(C)].
LETTERS AT LEAST 3/8 INCH; WHITE ON RED
BACKGROUND; REFLECTIVE
[IFC 605.11.1.1]
LABEL 9
LABEL 14
LOCATION: AT UTILITY METER
#03-359 LOCAL CODES
BI-DIRECTIONAL METER
PHOTOVOLTAIC SYSTEM
EQUIPPED WITH RAPID
SHUTDOWN
WARNING
THIS SERVICE METER
IS ALSO SERVED BY A
PHOTOVOLTAIC SYSTEM
THIS SERVICE PANEL IS ENERGIZED FROM
MORE THAN ONE SOURCE. ONLY
AUTHORIZED PERSON WHO ARE FAMILIAR
WITH THIS SYSTEM SHOULD ATTEMPT TO
DO SERVICE WORK ON IT
WARNING:
DUAL POWER SUPPLY
SOURCES: UTILITY GRID AND PV SOLAR
ELECTRIC SYSTEM PHOTOVOLTAIC SYSTEM CONNECTED
SOLAR PRODUCTION METER PV AC DISCONNECT
LABEL 17
PER XCEL ON MAIN SERVICE PANEL
LABEL 18
LOCATION: AT PANEL CONTAINING PV
INTERCONNECTION
PER NEC 705.12 (2)(c)
LABEL 19
TO BE PLACED ON UTILITY METER
LABEL 15
TO BE PLACED ON PRODUCTION METER
LABEL 16
TO BE PLACED ON AC DISCONNECT
PHOTOVOLTAIC
AC DISCONNECT
WARNINGPHOTOVOLTAIC POWER SOURCE
DO NOT REMOVE UNLESS REPLACED IN EXACT LOCATION. PV POWER CIRCUIT DIRECTLY BELOW
LABELS
8
6
2
5
7
11
17
18
194
3
1
8 12
17
15
11
13
14
Signed 7/18/2023
3'3'
3'
3'
3'
3'3'
3'
3'
3'
3'
3'3'
CAUTION
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS
SHOWN
SOLAR ARRAY ON
ROOFTOP
JOB NUMBER
MOUNTING SYSTEM
MODULES
INVERTER
DESIGNED BY
SHEETREVISIONDATE
7493951304
IRONRIDGE, L-MOUNT
(40) CSI SOLAR CO., LTD. CS3N-395MS
(40) ENPHASE IQ8PLUS-72-2-US
DARIN DICKINSON
99 WESTBANK ROAD
GLENWOOD SPRINGS
CO 81601
15.80 KW DC PV ARRAY
11.6 KW AC PV ARRAY
SUNAD
6/30/2023E
PV SYSTEM INFO CUSTOMER INFO
PAGE NAME
PLACARD WILL HAVE RED BACKGROUND WITH WHITE LETTERING
PV 5.1
E
PLACARD
PLACARD
1 OF 1
SOLAR ARRAY
ON ROOFTOP
UTILITY METERMAIN SERVICE PANELFUSED AC DISCONNECT
Signed 7/18/2023
EZfSOLAR
•Maximum Voltage: 600 Volts
•Maximum Current: 60 Amps
•Allowable Wire: 14 AWG – 6 AWG
•Spacing: Please maintain a spacing of at least ½” between uninsulated live parts and fittings for conduit, armored cable, and uninsulated live parts of opposite polarity.
•Enclosure Rating: Type 3R
•Roof Slope Range: 2.5 – 12:12
•Max Side Wall Fitting Size: 1”
•Max Floor Pass-Through Fitting Size: 1”
•Ambient Operating Conditions: (-35°C) - (+75°C)
•Compliance:
- JB-1: UL1741
- Approved wire connectors: must conform to UL1741
•System Marking: Interek Symbol and File #5015705
•Periodic Re-inspections: If re-inspections yield loose components, loose fasteners, or any corrosion between components, components that are found to be affected are to be
replaced immediately.
A.System Specifications and Ratings
Phone: 385-202-4150 | www.ezsolarproducts.com
JB-1
Specification Sheet
PV Junction Box for Composition/Asphalt Shingle Roofs
Updated: 10/30/23
RE: Darin Dickinson - Solar Project
Address: 99 Westbank Rd, Glenwood Springs, CO 81601, USA
Addresses within 200 feet of customer's home:
POTENZIANI, FREDERICK & PELLETIER, MICHE
171 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
ALLRED, BRENT & CHANDRA
67 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
BURK, HOUSTON & VANESSA
47 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
WESTBANK RANCH #1 LTD
73 DOLORES CIRCLE
GLENWOOD SPRINGS CO 81601
WEINBERG FAMILY TRUST
86 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601-9628
PARSONEAULT, LYDIA P TRUSTEE THE LYDIA P
0114 WESTBANK ROAD
GLENWOOD SPRINGS CO 81601
MINEO, JANET N
267 RED DOG ROAD
CARBONDALE CO 81623
FAUTSKO REVOCABLE TRUST, TIMOTHY F
29 MEADOW LANE
GLENWOOD SPRINGS CO 81601
KIMMINAU, WILLIAM R & SHEILA S
90 Huebinger Drive
Glenwood Springs, CO 81601
WESTBANK MESA HOMEOWNERS ASSOCIATION,INC
235 OAK LANE GLENWOOD SPRINGS, CO
81601-9345
ROSENMERKEL, GREGORY J & LINDA LEE
203 WESTBANK ROAD GLENWOOD SPRINGS, CO
81601
DEHERRERA, ROBERT J & SHERRY A
84 OLD NATIVE LANE GLENWOOD SPRINGS, CO
81601
10/10/2023 578 E. Timpanogos Cir.
Building G: Suite 2100
Orem, UT 84097
To: Garfield County, CO
Re: LOA for Homeowner
To Garfield County Jurisdiction,
This letter is to serve as confirmation that Vanesa Dickinson (Homeowner) also gives the
representatives at Project Solar authorization to apply for, sign for, and receive the permit
associated with address:99 Westbank Rd, Glenwood Springs, CO 81601, USA.
If you have questions or concerns you may contact the permitting team at Project Solar at
385-526-3852, or the Dickinsons at 303-520-0175.
Sincerely,
Vanesa Dickinson
www.ProjectSolar.com
385-526-3852
@officialprojectsolar
permitting@projectsolar.com
10-13-2023
Document Ref: VSU7P-FQLXR-XTQR6-WF6UP Page 1 of 1
Signature Certificate
Reference number: VSU7P-FQLXR-XTQR6-WF6UP
Document completed by all parties on:
13 Oct 2023 14:06:47 UTC
Page 1 of 1
Signer Timestamp Signature
Vanesa Dickinson
Email: darindickinson@gmail.com
Shared via link
Sent:10 Oct 2023 20:19:58 UTC
Viewed:11 Oct 2023 22:57:26 UTC
Signed:13 Oct 2023 14:06:47 UTC
IP address: 73.153.240.247
Location: Carbondale, United States
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