Meadowlark Solar - Meadowlark_NCDEQ SW Application Submittal_4-9-18 - Copy

DEMLR USE ONLY
Date Received Fee Paid Permit Number

Applicable Rules: Coastal SW – 1995 Coastal SW – 2008 Ph II - Post Construction
(select all that apply) Non-Coastal SW- HQW/ORW Waters Universal Stormwater Management Plan
Other WQ Mgmt Plan:

Form SWU-101 Version Oct. 31, 2013 Page 1 of 6
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources

STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Meadowlark Solar, LLC
2. Location of Project (street address):
825 Meadowlark Rd
City:Dunn County:Harnett Zip:28334
3. Directions to project (from nearest major intersection):
Meadowlark Solar, LLC is located 0.2 miles northwest of intersection of SR-1705 (Fairground Rd)

4. Latitude:35° 19’ 45.3” N Longitude:-78° 36’ 52.236” W of the main entrance to the project.

II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): New Modification Renewal w/ Modification†
†Renewals with modifications also requires SWU-102 – Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: Not Started Partially Completed* Completed* *provide a designer’s certification
2. Specify the type of project (check one):
Low Density High Density Drains to an Offsite Stormwater System Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed, .
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
CAMA Major Sedimentation/Erosion Control: 31.6 ac of Disturbed Area
NPDES Industrial Stormwater 404/401 Permit: Proposed Impacts
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:

5. Is the project located within 5 miles of a public airport? No Yes
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7
III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official’s name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Meadowlark Solar, LLC
Signing Official & Title: Jon Faltis, Managing Member
b. Contact information for person listed in item 1a above:
Street Address: 8800 N Gainey Center Dr, Ste 250
City:Scottsdale State:AZ Zip:85258
Mailing Address (if applicable):8800 N Gainey Center Dr, Ste 250
City:Scottsdale State:AZ Zip:85258
Phone: (480 ) 653-8450 Fax: ( )
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
The property owner (Skip to Contact Information, item 3a)
Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
Developer* (Complete Contact Information, item 2a and 2b below.)

2. a. Print Property Owner’s name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Dogwood Creek Land Holdings, LLC
Signing Official & Title:Dogwood Creek Land Holdings, LLC (Authorized Person, Kirk Kieffer)
b. Contact information for person listed in item 2a above:
Street Address: 3250 Ocean Park Blvd, Suite 355
City:Santa Monica State:CA Zip:90405
Mailing Address (if applicable):Same as above
City: State: Zip:
Phone: (904 ) 705-5111 Fax: ( )
Email:[e-mail]

3. a. (Optional) Print the name and title of another contact such as the project’s construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Cypress Creek EPC, LLC
Signing Official & Title:Authorized Person (Kirk Keiffer, Senior Director of Project Management)
b. Contact information for person listed in item 3a above:
Mailing Address:5310 South Alston Ave., Suite 300
City:Durham State:NC Zip:27713
Phone: (904 ) 705-5111 Fax: ( )
Email:[e-mail]
4. Local jurisdiction for building permits: City of Dunn
Point of Contact: Phone #: ( )

Form SWU-101 Version Oct. 31, 2013 Page 3 of 7
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
In addition to meeting the post development hydrologic criteria set out in Chapter 2 of the North Carolina
Low Impact Development Guidebook dated June 2009, the pre-construction drainage patterns will be
maintained and land disturbance will be minimized to the best extent possible. Compacting beneath arrays
and other pervious areas will be minimized. Permanent seeding will be implemented as specified on the
plans. Vertical clearance of the panels will be limited to less than 10 feet. Herbicides and fertilizers will be
used minimally to limit vegitation where necessary.

2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
Approval of a Site Specific Development Plan or PUD Approval Date:
Valid Building Permit Issued Date:
Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
Coastal SW – 1995 Ph II – Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area: 44.6/31.6 LOD acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) – Total Coastal Wetlands Area (5) – Total Surface Water Area (6) = Total Project
Area+: 31.6 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = (1.86/31.6)x100=5.9%
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Surface Type Runoff Infiltration Evapotranspiration
Undisturbed Woods 5% 45%50%
Undisturbed Meadow 7% 45%48%
Disturbed Trees 10% 40%50%
Disturbed Lawn 15% 40%45%
Lawn-Ameded Soil 7% 45%48%
Open Water / BMP 100% 0%0%
Impermeable Surface 85% 5%10%
Land Use
ft2 Surface Type Runoff Infiltration Evapotranspiration
Pasture 1,351,230 98.2%Undisturbed Woods 4.9% 44.2% 49.1%
Woods 25,265 1.8%Undisturbed Woods 0.2% 0.7% 0.9%
Total 1,376,495 100.0%5.1%44.9%50.0%
Land Use
ft2 Surface Type Runoff Infiltration Evapotranspiration
Woods 0 0.0%Undisturbed Woods 0.0% 0.0% 0.0%
Open/Landscaped 1,295,475 94.1%Disturbed Lawns 14.1% 37.6% 42.4%
Concrete Pads, Posts, and Gravel 81,020 5.9%Impermeable Surface 5.0% 0.3% 0.6%
Total 1,376,495 100.0%19.1%37.9%42.9%
General1
Triassic
Basin /
Mountains
Sandhills / Barrier
Islands
Greenfield-Residential2 5% 10%3%
Greenfield-Commercial3 15% 20%15%
Grayfield-Residential2 10% 15%10%
Grayfield-Commercial3 20% 25%20%
1 Includes Piedmont
2 40% impervious or less
3 90% impervious or more
Coverage Hydrologic Fate Determination
Table 2-6. Allowable Tolerance of Hydrologic Fates (From Low Impact
Development: A Guidebook for North Carolina-2009, Chapter 2: Achieving
LID Performance Goals Using a Hydrologic Cycle Approach)
The above referenced tables and calculations have been provided to comply with the low density requirements ( < 6 percent built-upon area) and
also by meeting the post development hydrologic criteria set out in Chapter 2 of the North Carolina Low Impact Development Guidebook dated June
2009. This document (Table 2-2 Hydrologic fate of rainfall at Coweeta, NC, Water 02) allows for a target hydrology for the site of 5 percent runoff, 45
percent for infiltration, and 50 percent evapotranspiration. Table 2-6, Allowable tolerance of hydrologic fates in Chapter 2: Achieving LID
Performance Goals Using a Hydrologic Cycle Approach of the Low Impact Development: A Guidebook for North Carolina-2009 allows for a 15%
tolerance for a Greenfield-Commercial development in the Coastal Region, which would allow up to 20 percent runoff. As shown in the Post-
Development Table, the hydrologic fate falls within the allowable tolerance for a Greenfield-Commercial project within the Coastal Region.
LOW IMPACT DEVELOPMENT CALCULATIONS (MEADOWLARK SOLAR)
Table 2-4. Annual surface runoff, infiltration, and evapotranspiration
percentages for different land surface types (From Low Impact
Development: A Guidebook for North Carolina-2009, Chapter 2: Achieving
LID Performance Goals Using a Hydrologic Cycle Approach)
Pre-Development
Coverage Hydrologic Fate Determination
Post-Development