SW5190101_Nash 97 Solar 2 NCDEQ Stormwater Submittal Packet_1-10-19_1/14/2019

11/30/2018 North Carolina Secretary of State Search Results
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/1
Reg Office
212 South Tryon Street Suite 1000
Charlotte, NC 28281-0001
Reg Mailing
212 South Tryon Street Suite 1000
Charlotte, NC 28281-0001
Mailing
8800 N Gainey Center Dr., Ste. 250
Scottsdale, AZ 85258-2123
Principal Office
8800 N Gainey Center Dr., Ste. 250
Scottsdale, AZ 85258-2123
Manager
Benoit Allehaut
10 East 53rd Street, Floor 17
New York NY 10022
Manager
John Breckenridge
10 East 53rd Street, Floor 17
New York NY 10022
Manager
Tim Short
10 East 53rd Street, Floor 17
New York NY 10022
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to My
Email Notification List • View Filings • Print an Amended a Annual Report form • Print a Pre-Populated Annual Report form
Limited Liability Company
Legal Name
Nash 97 Solar 2, LLC
Information
SosId: 1405582
Status: Current-Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 10/8/2014
Registered Agent: COGENCY GLOBAL INC.
Addresses
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
11/30/2018 North Carolina Secretary of State Search Results
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/1
Reg Office
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Principal Office
3250 Ocean Park Boulevard Suite 355
Santa Monica, CA 90405
Mailing
3250 Ocean Park Boulevard, Suite 355
Santa Monica, CA 90405-3206
Member
Cypress Creek Renewables Holdings, LLC
3250 Ocean Park Boulevard, Suite 355
Santa Monica CA 90405-3206
Director-Development
Geoff Fallon
3250 Ocean Park Blvd, Suite 355
Santa Monica CA 90405
Vice President
Chris Norqual
3250 Ocean Park Blvd, Suite 355
Santa Monica CA 90405
Vice President
Evan Riley
3250 Ocean Park Blvd, Suite 355
Santa Monica CA 90405
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to My
Email Notification List • View Filings • Print an Amended a Annual Report form • Print a Pre-Populated Annual Report form
Limited Liability Company
Legal Name
Cypress Creek Renewables, LLC
Information
SosId: 1417287
Status: Current-Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 12/16/2014
State of Incorporation:
DE
Registered Agent: Corporation Service Company
Addresses
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
11/30/2018 North Carolina Secretary of State Search Results
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/1
Reg Office
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Mailing
3250 Ocean Park Blvd Ste 355
Santa Monica, CA 90405
Principal Office
3250 Ocean Park Blvd Ste 355
Santa Monica, CA 90405
Vice President
Jonathan Buttles
3250 Ocean Park Boulevard, Suite 355
Santa Monica CA 90405-3206
Vice President
Peter Farlekas
3250 Ocean Park Boulevard, Suite 355
Santa Monica CA 90405-3206
Manager
Matthew McGovern
3250 Ocean Park Boulevard, Suite 355
Santa Monica CA 90405
Vice President
Jerome O'Brien
3250 Ocean Park Boulevard, Suite 355
Santa Monica CA 90405-3206
Authorized Person
Evan Riley
3250 Ocean Park Boulevard, Suite 355
Santa Monica CA 90405-3206
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to My Email
Notification List • View Filings • Print an Amended a Annual Report form • Print a Pre-Populated Annual Report form
Limited Liability Company
Legal Name
Cypress Creek Holdings, LLC
Information
SosId: 1416897
Status: Current-Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 12/15/2014
State of Incorporation:
DE
Registered Agent: Corporation Service Company
Addresses
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

Subsidiary Signature Authority Policy
rev August 31, 2018
Page 1 of 7
CYPRESS CREEK HOLDINGS, LLC
SIGNATURE AUTHORITY POLICY
PURPOSE:
This Signature Authority Policy (this “Policy”) describes the delegation of authority to certain
employees to execute documents creating binding legal obligations on behalf of Cypress Creek
Holdings, LLC (“Holdings”) and the direct and indirect subsidiaries of Holdings (with the
exception of FLS Energy, Inc. and its direct and indirect subsidiaries, each subsidiary an
“Applicable Subsidiary” and collectively, the “Applicable Subsidiaries”).
Only Authorized Persons (as defined in this Policy) may execute documents and agreements on
behalf of the Company and the Applicable Subsidiaries. Violating this Policy could expose
Holdings and the Applicable Subsidiaries (collectively, the “Company”) to unintended legal and
commercial liabilities. Conduct that violates this Policy is outside the scope of your employment
and may subject you to appropriate disciplinary action by the Company, including possible
termination of employment. No individual is authorized to enter into verbal agreements binding
the Company and only the Authorized Persons named in this Policy are authorized to execute
written agreements.
Any individuals who have employees reporting to them should take all necessary steps to ensure
their employees know and follow this Policy. In connection, all managers should periodically
consult with their team to verify that appropriate procedures for implementation of this Policy have
been developed and are being followed.
Holdings has the right to amend this Policy at any time, including the right to add or remove
Authorized Persons. Any action by an Authorized Person taken pursuant to a proper delegation
of authority hereunder will not be invalidated because of subsequent issuances of this Policy.
SCOPE:
This policy is applicable to all officers, directors, employees, representatives and agents of the
Company, as well each Applicable Subsidiary.
POLICY:
Section 1 General
1.1 Approval Process and Compliance Documentation.
Legal and Finance review and approval of all agreements must be obtained prior to execution
pursuant to the Company’s then current Contract Approval Policy; provided, that, review and
approval pursuant to the Company’s Contract Approval Policy is not required for documents
executed on the Company’s standard forms (without revisions) or for the issuance of purchase
orders or statements of work subject to previously reviewed and approved master services
agreements or standard terms and conditions. The employee requesting execution of a contract is

Subsidiary Signature Authority Policy
rev August 31, 2018
Page 2 of 7
responsible for ensuring appropriate approvals have been obtained and communicating this to the
requested signatory. At the time a person requesting execution of an agreement submits such
agreement to the proposed signatory, the requesting person must identify in an email or other
written document (a) which member of the Legal Team reviewed and approved the legal provisions
of the agreement and (b) which member of the Finance Team reviewed and approved the costs to
be incurred under the agreement and payment terms associated with the agreement.
Documentation of the appropriate approvals shall be maintained and agreements filed in the
appropriate locations by the party requesting the execution of the agreement. If the Company’s
Contract Approval Policy requires that contracts be approved through the use of a contract
approval software system then it is the responsibility of the person requesting execution of an
agreement to ensure such agreement has received the requisite approvals in such electronic system.
Authorized Persons executing agreements are required to verify that all appropriate approvals and
reviews required by the Company’s Contract Approval Policy have been obtained prior to
execution. Appropriate documentation confirming such approval can take various forms,
including email confirmation, the initialing of final contracts by requisite approving parties, or
automated emails from any electronic contract approval system implemented by the Company.
1.2 Related Party Transactions.
No Authorized Person may execute any agreement or approve any transaction by Holdings or any
Applicable Subsidiary with a Related Party of such Authorized Person. For purposes of this policy,
a “Related Party” includes the Authorized Person, the Authorized Person’s immediate family
(including such person’s spouse, parents, stepparents, children, stepchildren, siblings, mothers-
and fathers-in-law, sons- and daughters-in-law, or brothers- and sisters-in-law), and any entity in
which the Authorized Person or a member of the Authorized Person’s immediate family holds a
greater than a five percent (5%) beneficial interest.
1.3 Policy Interpretations.
Inevitably, it will be necessary for the Company to issue interpretations of various provisions of
this policy as unanticipated facts and circumstances may occur that are not specifically addressed
in this Policy. Such interpretations will be made in writing and shall be approved by the
Company’s Chief Executive Officer or the General Counsel.
Section 2 Delegation of Authority
2.1 Authorized Persons.

2.1.1 Applicable Subsidiaries
Each employee of the Company holding a title set forth in Section 2.2 shall be considered an
“Authorized Person” with respect to entry into agreements having an aggregate value within the
indicated Signing Threshold and may execute agreements on behalf of an Applicable Subsidiary
if such agreement falls within their respective Signing Threshold. For purposes of determining a
transaction’s aggregate value, an Authorized Person should consider the aggregate money or assets
to be transferred or received by the Company over the term of the applicable contract. No

Subsidiary Signature Authority Policy
rev August 31, 2018
Page 3 of 7
Authorized Person may execute an agreement if the aggregate value of such agreement is in excess
of their applicable Signing Threshold. If the aggregate value of a transaction is not readily apparent
in the agreement, then only a “Tier 1 Signatory” may sign such document. It is the responsibility
of each Authorized Person to know their Signing Threshold. Dividing a commitment or
transaction into two or more parts to evade a limit of authority is prohibited and is a violation of
this Policy. This Policy will be interpreted broadly so that a series of reasonably related
transactions will be considered as a single transaction for purposes of determining approval and
authority levels required by this Policy.
Any Authorized Person executing an agreement on behalf of Cypress Creek Renewables, LLC
may do so using their official title of employment with the Company. Any Authorized Person
executing an agreement on behalf of any other Applicable Subsidiary shall do so using the title
“Authorized Person”.
2.1.2 Holdings
Only Tier 1 Signatories may execute agreements on behalf of Holdings regardless of the aggregate
value of the contract. Any Tier 1 Signatory may execute any agreement on behalf of Holdings
using the title of “Authorized Person”.
2.1.3 FLS
The FLS Energy, Inc. Signature Authority Policy (the “FLS Policy”) describes the delegation of
authority to the duly appointed officers (as set forth in the FLS Policy, the “Officers”) of FLS
Energy, Inc. (“FLS”) to execute documents creating binding legal obligations on behalf of FLS
and the direct and indirect subsidiaries of FLS (collectively, the “FLS Subsidiaries”).
Only the Officers may execute documents and agreements on behalf of FLS and the FLS
Subsidiaries, in accordance with the terms of the FLS Policy.

[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]

Subsidiary Signature Authority Policy
rev August 31, 2018
Page 4 of 7
2.2 Delegated Authority.
Subject to the notes and qualifications below, the Authorized Persons identified have the authority
to legally bind the Company as indicated.
Signing Threshold Authorized Persons
Monetary Signing Thresholds
Agreements with an
aggregate value in excess
of $250,000

Tier 1 Signatories:
 President [Mike Cohen]
 Chief Executive Officer [Matt McGovern]
 Chief Financial Officer [Jon Buttles]
 Chief Administrative Officer and General Counsel [Jerome
O’Brien]
 Chief Structured Finance Officer [Patrick McConnell]
 Chief Investment Officer [Brian Matthay]
 Managing Director – Project Finance [Dave Riester]
 EPC President [Peter Farlekas]
 Chief Capital Markets Officer [Brad Bauer]
 Vice President – Development [Evan Riley]
 Executive Vice President – Operations and Capital
Reporting [Jaime Carlson]

Agreements with an
aggregate value from
$25,001 – $250,000
Tier 2 Signatories:
 President [Mike Cohen]
 Chief Executive Officer [Matt McGovern]
 Chief Financial Officer [Jon Buttles]
 Chief Administrative Officer and General Counsel [Jerome
O’Brien]
 Chief Structured Finance Officer [Patrick McConnell]
 Chief Investment Officer [Brian Matthay]
 Managing Director – Project Finance [Dave Riester]
 EPC President [Peter Farlekas]
 Chief Capital Markets Officer [Brad Bauer]
 Vice President – Development [Evan Riley]
 Executive Vice President – Operations and Capital
Reporting [Jaime Carlson]
 Vice President of Engineering [Lou Gasper]
 Senior Director – Development [Geoff Fallon]
 Executive Vice President – O&M [Joe Brotherton] (see
Note 5)
 Senior Vice President for Regulatory Affairs and Strategy
[Steve Levitas]

Subsidiary Signature Authority Policy
rev August 31, 2018
Page 5 of 7
Agreements with an
aggregate value of
$25,000 or less
Tier 3 Signatories:
 President [Mike Cohen]
 Chief Executive Officer [Matt McGovern]
 Chief Financial Officer [Jon Buttles]
 Chief Administrative Officer and General Counsel [Jerome
O’Brien]
 Chief Structured Finance Officer [Patrick McConnell]
 Chief Investment Officer [Brian Matthay]
 Managing Director – Project Finance [Dave Riester]
 EPC President [Peter Farlekas]
 Chief Capital Markets Officer [Brad Bauer]
 Vice President – Development [Evan Riley]
 Executive Vice President – Operations and Capital
Reporting [Jaime Carlson]
 Vice President of Engineering [Lou Gasper]
 Senior Director – Development [Geoff Fallon, Bryanna
Cole Glod Ocitti]
 Executive Vice President – O&M [Joe Brotherton] (see
Note 5)
 Senior Vice President for Regulatory Affairs and Strategy
[Steve Levitas]
 Vice President – Acquisitions and Strategic Development
[David Bunge] (see Note 6)
 Vice President – Utilities [Chris Norqual]
 Vice President – Asset Management [Chris Frantz]
 Vice President – Administration and Operations - EPC
[James Savage]
 Assistant General Counsel [Patrick Leibach]
 Senior Director – Project Management – EPC [Kirk
Kieffer, Mark Gasper]
 Vice President – Strategy and Origination [Noah Hyte,
Chris Quarterman]
 Director – Business Development Operations [Jess Ingram]
 Vice President – Human Resources [Sam Hockaday]
 Vice President – Corporate Systems [David Williams]
 Director of Development [Mike Stanton, Matt McCaffrey,
Joe Cottle, Kristen Ray]
 Associate Director [Peter Bruno]
 Director of Civil Engineering [Sam Laughlin]

Subsidiary Signature Authority Policy
rev August 31, 2018
Page 6 of 7
Signing Threshold Authorized Persons
Non-Monetary Signing Thresholds
Permit applications and
regulatory filings (see
Note 7)
Any Tier 1, Tier 2 or Tier 3 Signatory
Agreements and
documents not involving
the transfer of money or
assets (see Notes 8 and 9)
Any Tier 1, Tier 2 or Tier 3 Signatory
Corporate Entity
Formations
Any Tier 1, Tier 2 or Tier 3 Signatory and or any Corporate
Paralegal may sign as organizer to form an entity.

Note 1: Offers of employment or other employment contracts may only be signed by a Tier 1
Signatory following approval by the Chief Executive Officer.
Note 2: Bracketed names are for ease of reference to identify the current person(s) who holds such
title. If an employee is demoted or promoted, their signing authority will automatically be adjusted
accordingly.
Note 3: Only Tier 1 Signatories may sign any financing agreement (i.e., transactions relating to
the incurrence of debt or equity investments by the Company).
Note 4: An Authorized Person is not permitted to sign an amendment or waiver relating to an
agreement if they would not have had the authority to execute the underlying agreement being
modified.
Note 5: Joe Brotherton may sign any agreement for operations and maintenance services regardless
of the aggregate contract value.
Note 6: David Bunge may sign any development services agreement entered into by the Company
regardless of the aggregate value of such agreement provided appropriate legal and finance
personnel have approved the agreement.
Note 7: Applications, filings and other documents submitted to governmental authorities may be
executed by any Tier 1, Tier 2 or Tier 3 Signatory provided such applications, filings and other
documents have been reviewed and approved by the appropriate Company personnel which may
differ depending on the nature of the document. For example, permit applications which include
technical information relating to a Company asset must be reviewed and approved by appropriate
persons having expertise in such areas. Regulatory filings should be reviewed and approved by
legal personnel. Authorized Persons are required to use reasonable discretion in making such
determinations prior to signing.
Note 8: Such agreements may include non-disclosure agreements or consents. Any Tier 1, Tier 2,
or Tier 3 Signatory is authorized to sign such documents provided appropriate legal personnel have
approved the document.

Subsidiary Signature Authority Policy
rev August 31, 2018
Page 7 of 7
Note 9: Any Tier 1, Tier 2, or Tier 3 Signatory is authorized to sign correspondence on behalf of
an Applicable Subsidiary if such correspondence does not create legally binding obligations.
Note 10: Any licensed engineer employed by the Company is authorized to sign or stamp, as
applicable, engineering certifications, plans, drawings, specifications, studies, plats, and reports
on behalf of an Applicable Subsidiary in the state(s) in which such engineer is licensed, provided
that such engineer shall use the title “Authorized Person” when signing for any Applicable
Subsidiary, including Cypress Creek Renewables, LLC.

GROUND SUBLEASE AGREEMENT
THIS GROUND SUBLEASE AGREEMENT (this “Sublease”) is made and entered into as of
the 22nd day of April, 2016 (the “Effective Date”), by and between LANDMARK INFRASTRUCTURE
HOLDING COMPANY LLC, a Delaware limited liability company (the “Landlord”), and NASH 97
SOLAR 2, LLC, a North Carolina limited liability company (the “Tenant”).
W I T N E S S E T H:
A. On the Effective Date, Landlord entered into a Ground Lease Agreement (the “Prime
Lease”) with Dogwood Creek Land Holdings, LLC, a North Carolina limited liability company (the “Prime
Lessor”) pursuant to which Prime Lessor leased to Landlord the real property described on Exhibit A
attached hereto and by this reference made a part hereof (the “Land”), and all of Prime Lessor’s right, title
and interest in and to all improvements, fixtures, personal property and trade fixtures now or in the future
located thereon, together with all other appurtenances, tenements, hereditaments, rights and easements
pertaining to the Land and the improvements now or in the future located thereon (the Land, together with
the above-described property, improvements and appurtenances are hereinafter collectively referred to as
the “Premises”),

B. In consideration of the rent to be paid to Landlord by Tenant, as hereinafter provided, and
of the covenants and agreements upon the part of Landlord and Tenant to be kept and performed, Landlord
hereby subleases to Tenant, and Tenant subleases from Landlord pursuant to the terms and conditions of
this Sublease, the Land and the Premises, for the construction and operation of a solar photovoltaic power
array for the generation of electric power, including but not limited to installation and use of solar measuring
equipment, solar panels, crane pads, staging area, electrical wires, substations, switching facilities, etc. (the
“Intended Use”), to be occupied and used upon the terms and conditions herein set forth.
1. Term of Sublease; Termination Rights.
(a) The term of this Sublease (the “Initial Term”) shall commence on the Effective Date and
shall end at 11:59 P.M. local time on the last day of the two hundred fortieth (240h) full calendar month
following the Rent Commencement Date (as hereinafter defined) (the “Expiration Date”) unless sooner
terminated as herein provided. Tenant shall have a one-time right to extend this Sublease for an additional
period of one hundred twenty (120) full calendar months (“Renewal Term”) on the same terms and
conditions set forth herein. The Initial Term and Renewal Term may be collectively referred to herein as
the Term. The Tenant may exercise the Renewal Term extension at any time prior to the Expiration Date
in Tenant’s sole and absolute discretion. Notwithstanding the foregoing, if (i) the Prime Lease is terminated
for any reason, (ii) the Premises has reverted to Prime Lessor, and (iii) Landlord has no further claims or
rights thereto (including, without limitation, a right of redemption), then in such event, and only in such
event, the Term of this Sublease shall automatically likewise terminate.
(b) Tenant shall have the right to terminate this Sublease (the date of such termination, the
“Termination Date”) solely upon (i) an Event of Default (as defined below) by Landlord, (ii) a Total
Taking (as defined below), or (iii) a Casualty (as defined below); provided, however, that in the case of
clauses (ii) and (iii), such termination shall not be effective unless and until Tenant pays to Landlord the
discounted present value of the remainder of the rent due under the Sublease based on a discount rate of six
percent (6%). Tenant shall provide Landlord with written notice of termination on or before the date that
is thirty (30) days prior to the Termination Date. Upon a termination of this Sublease by Tenant permitted
hereunder, this Sublease shall terminate, and Tenant shall have no further obligations hereunder other than
those obligations incurred prior to the Termination Date.
3
removed in connection with construction of the solar PV energy generating array (the “Facility”), and (ii)
provided that Tenant pursues the required restoration with commercially reasonable diligence, Tenant shall
be afforded such period of time following the expiration or earlier termination of the Sublease to complete
such restoration (not to exceed 180 days) together with any rights in or to the Premises reasonably required
to permit Tenant to complete the same.
7. Insurance.
(a) Beginning on the Effective Date, Tenant, at its sole cost and expense shall keep or cause
to be kept for the mutual benefit of Tenant and Landlord:
(i) Commercial General Liability Insurance (1986 ISO Form or its
equivalent), insuring against liability for bodily injury, property damage (including loss of use of property)
and personal injury arising out of Tenant’s operation, use or occupancy of the Premises, with the amount
of such insurance to be One Million Dollars ($1,000,000.00) per occurrence and Three Million Dollars
($3,000,000.00) in the aggregate (and any umbrella or blanket policy coverage maintained by Tenant may
be applied toward such limits);
(ii) “All Risks” personal property insurance, covering the full replacement
cost of Tenant’s personal property whether owned, leased, or rented, including but not limited to inventory,
trade fixtures, furniture, equipment, office contents, any interior improvements constructed within the
Premises and any alterations to the Premises made by Tenant;
(iii) Commercial auto liability insurance if automobiles owned by Tenant are
operated in connection with the operation of the Facility, with a combined single limit of Two Million
Dollars ($2,000,000.00) (and any umbrella or blanket policy coverage maintained by Tenant may be applied
toward such limit), insuring against bodily injury and property damage (such coverage shall include owned,
non-owned, and hired auto liability for such vehicles driven on and around the Premises), if not including
such coverage as rider to Commercial General Liability Insurance; and
(iv) Statutory workers’ compensation and employer’s liability insurance (or
state approved self-insurance) with customary limits for similar projects
(b) Tenant’s insurance policies required by this Sublease shall: (i) be issued by insurance
companies licensed to do business in North Carolina with a general policyholder’s ratings of at least A- and
a financial rating of at least VI in the most current Best’s Insurance Reports available on the
Commencement Date; (ii) name Landlord as additional insured as its interest may appear; (iii) be non-
assessable primary policies, and non-contributing with any insurance that Landlord may carry; (iv) provide
that any loss shall be payable notwithstanding any negligence of Landlord or Tenant which might result in
a forfeiture of such insurance or the amount of proceeds payable; and (v) have no deductible exceeding
Fifty Thousand Dollars ($50,000.00), unless approved in writing by Landlord. In addition, Tenant shall
provide Landlord with no less than 30 days prior written notice if Tenant’s insurance (or any portion
thereof) may be canceled, not renewed or if coverage may be materially reduced.
8. Taxes.
(a) Tenant shall pay when due all ad valorem taxes and assessments of any kind or nature
which may be imposed upon the Land or Premises following the Rent Commencement Date by applicable
governmental entities, including, without limitation, all improvements made to the Land by Tenant or upon
any other property installed in or brought onto the Premises by Tenant; provided, however, that if the
Premises are a part of a larger tax parcel owned by Prime Lessor or leased by Landlord, (i) such taxes shall
4
be equitably apportioned based on the land value and the improvements located on the Premises and on the
remainder of the tax parcel, and (ii) if Landlord fails to pay or cause to be paid such taxes prior to
delinquency, Tenant shall have the right to pay such taxes and, in addition to any other remedy available at
law or in equity, to deduct all costs thereof from rent due or coming due under the Sublease.
(b) In the event that Tenant’s use of the Premises for the Intended Use causes an increase in
taxes on any other property located on the Land or Premises and owned by Prime Lessor, any such increased
taxes for such other property shall be paid by Tenant directly to Prime Lessor (or to the applicable taxing
authority on Prime Lessor’s behalf). Furthermore, in the event that the Premises are a part of a larger tax
parcel and ad valorem taxes on such tax parcel increase as a result of Tenant’s use of the Premises for the
Intended Use, the increased taxes resulting from such change of use shall be paid by Tenant.
(c) Additionally, in the event that Tenant’s use of the Premises for the Intended Use causes the
Premises to lose its classification as agricultural land or open land and the loss of such classification triggers
the required payment of “rollback taxes” imposed due to the change in use, then Tenant shall reimburse
Prime Lessor directly for the amount of such rollback taxes, together with any related interest or penalties
(other than interest or penalties imposed for late payment of such taxes by Landlord), including to the extent
that the trigger applies to any land of which the Premises is a part and/or any other land owned by Prime
Lessor.
(d) Tenant shall have the right, upon prior written notice to Landlord and Prime Lessor, to
contest or review the amount, applicability or validity of any real or personal property taxes which are
assessed against the Land or Premises by one or more appropriate lawful proceedings, which, if instituted,
shall be diligently conducted by Tenant in good faith at its own cost and expense, and free of any expense
to Landlord or Prime Lessor, and, if necessary, in the name of Landlord or Prime Lessor (as applicable),
and Landlord shall, upon the request of Tenant, execute all documents reasonably necessary to accomplish
such contest or review and/or cause Prime Lessor to do the same; provided, however that neither Prime
Lessor nor Landlord shall be required to assume any expenses, obligations or liabilities with respect thereto,
unless any increase in such taxes resulted from the actions of Prime Lessor or Landlord. In the event that
Prime Lessor determines that it would benefit from such a contest or review, which determination shall be
made in Prime Lessor’s reasonable discretion, Tenant agrees to provide reasonable cooperation in
connection with such contest or review. Notwithstanding the foregoing, Tenant shall indemnify and hold
Landlord and Prime Lessor harmless from and against all claims arising out of such contest or review
conducted solely at the direction of the Tenant for Tenant’s benefit.
9. True Lease. Landlord and Tenant acknowledge and agree as follows:
(a) The parties intend this Lease to be classified as a “true lease” for Federal income tax
purposes, and annual rent for the Term is hereby specifically allocated for Federal income tax purposes as
“fixed rent” within the meaning of Treasury Regulation Section 1.467-1(h)(3) for each annual period. Each
of Tenant and Landlord shall make all Federal income tax filings (and to the extent appropriate, state and
local income tax filings) on such basis, and shall use commercially reasonable efforts to defend such
positions in the event of challenge by any tax authority. Landlord and Tenant further intend that this Lease
is a “true lease” and not a financing lease, capital lease, mortgage, equitable mortgage, deed of trust, trust
agreement, security agreement or other financing or trust arrangement, and the economic realities of this
Lease are those of a true lease. Landlord and Tenant intend that the business relationship created by this
Lease and any related documents is solely that of a long-term commercial lease between Landlord and
Tenant.
(b) Each of the parties (1) waives any claim or defense based upon the characterization of this
Lease as anything other than a “true lease” or that asserts that this Lease is anything other than a “true
5
lease,” (2) stipulates and agrees not to challenge, and is estopped from challenging, the validity,
enforceability or characterization of the lease of the Premises under the Lease as a “true lease,” (3) stipulates
and agrees, and is estopped to assert, that nothing contained in this Lease creates or is intended to create a
joint venture, partnership (either de jure or de facto), equitable mortgage, trust, financing device or
arrangement, security interest or the like, and (4) shall support the intent of the parties that the lease of the
Premises pursuant to this Lease is a “true lease” and does not create a joint venture, partnership (either de
jure or de facto), equitable mortgage, trust, financing device or arrangement, security interest or the like, if,
and to the extent that, any challenge occurs. Tenant and Landlord have each conducted an internal analysis
of this Lease and each party believes that this Lease will be treated as an operating lease rather than a capital
lease.
(c) The acknowledgements, agreements, expressions of intent, waivers, covenants, and
stipulations set forth in this Section 9 are a material inducement to each of Landlord and Tenant in entering
into this Lease. Notwithstanding the foregoing, neither party shall have any liability to the other in the
event that this Lease is not characterized as a “true lease” for Federal income tax purposes unless such party
is in breach of its obligations set forth in this Section 9.
10. Fire or Other Casualty. In the event that the Premises, the improvements thereon, or any
portions thereof, are damaged by fire or other casualty during the Term, and if in Tenant’s sole judgment,
the damage is of such nature or extent that it is uneconomical to repair and restore the Premises or the
improvements thereon, as the case may be (a “Casualty”), Tenant may terminate this Sublease by written
notice to Landlord. The proceeds of any casualty insurance policy maintained by Tenant shall be payable
to Tenant.
11. Condemnation.
(a) In the event that the whole of the Premises shall be taken under the exercise of the power
of eminent domain or by agreement with any condemnor in lieu of such taking, or such portion thereof that,
in Tenant’s judgment, the remainder of the Premises is not suitable for Tenant’s purposes (herein called a
“Total Taking”), then this Sublease shall terminate as of the earlier of the date when title thereto vests in
the condemnor or the date when possession thereof shall be delivered to the condemnor.
(b) In the event that a portion or portions of the Premises shall be taken under the exercise of
the power of eminent domain or by agreement with any condemnor in lieu of such taking, and such taking
does not constitute a Total Taking (herein called a “Partial Taking”), then this Sublease, only as to the
portion or portions so taken, shall terminate as of the date possession thereof shall be delivered to the
condemnor, but otherwise this Sublease shall remain in full force and effect as to the remainder of the
Premises. In the case of a Partial Taking, the rent payable under this Sublease after possession of the portion
so taken shall be equitably reduced based on the acreage so taken and Tenant’s loss of use of the remainder
of the Premises. In the event of any Partial Taking, the condemnation award given to either Landlord or
Tenant shall be paid first to Tenant to restore the Facility on the Premises to a complete operational unit.
(c) In the event that Landlord and Tenant are unable to obtain separate awards with respect to
their respective interests in the Premises, then, the single award shall be fairly and equitably apportioned
between Landlord and Tenant. The portion of the award to be received by Landlord shall be based upon
the taking of or injury to the Landlord’s leasehold estate in the Land, but not the improvements thereon.
The portion of the award to be received by Tenant shall be based upon the taking and reduction of Tenant’s
leasehold estate created by this Sublease, the taking of any improvements constructed or placed by Tenant
on the Land, loss or interruption of Tenant’s business and the cost of any restoration or repair necessitated
by such taking or condemnation. Notwithstanding the foregoing, however, in the event Tenant exercises
its right to terminate this Sublease under this Section, then Tenant shall first receive all condemnation
6
proceeds until Tenant has received an amount equal to the appraised value of the Facility prior to the taking.
Tenant shall have the right to participate, at its own expense, in any such condemnation proceedings and to
negotiate on behalf of itself and Landlord in such proceedings, and Landlord agrees to cooperate with
Tenant and to execute such documentation as may be reasonably necessary to allow Tenant to participate
in such condemnation proceedings. Neither Landlord nor Tenant shall enter voluntarily into any binding
agreement or settlement related to a Total Taking or a Partial Taking without the prior consent of the other
party, which consent shall not be unreasonably withheld, conditioned or delayed.
12. Maintenance and Repairs. Tenant shall be responsible for the repair and maintenance of
the entire Premises, including any portion of the Premises located outside of any proposed fenced area.
13. Default.
(a) An event of default (“Event of Default”) shall exist under this Sublease if such party is in
material breach of any representation or warranty set forth herein or fails to comply with any term, covenant
or condition of this Sublease, in either case, for a period of thirty (30) days after the defaulting party’s
receipt of written notice from the other party of such failure (provided, however, if such failure cannot
reasonably be cured within such thirty (30) day period, the defaulting party shall not be in default hereunder
if it commences to cure within such thirty (30) day period and prosecutes the cure to completion in good
faith and with due diligence).
(b) Upon an Event of Default, other than a failure to pay any amount due hereunder (a
“Payment Default”), the other party may, at its option, pursue any and all remedies available to such party
at law or in equity. Upon the occurrence of a Payment Default, the defaulting party shall pay the non-
defaulting party interest on all amounts past due at the per annum rate equal to the lesser of (i) the “prime
rate” (as reported by the Wall Street Journal) plus five percent (5%) and (ii) the maximum rate allowed by
applicable law. The occurrence of a Payment Default shall not give rise to the right of the non-defaulting
party to terminate or suspend this Sublease. Upon any Event of Default, the defaulting Party shall be liable
to reimburse the non-defaulting Party for such non-defaulting Party’s expenses and costs relating to such
default (including, but not limited to, reasonable attorneys’ fees) and the non-defaulting party shall take
commercially reasonable measures to mitigate its damages.
(c) The parties agree that it is the intent that neither Landlord nor Tenant, nor their respective
members, managers, officers, directors, partners, shareholders, agents, employees, contractors or affiliates,
shall be liable to the other party or to its affiliates, member, managers, officers, directors, shareholders,
partners, agents, employees, successors or assigns, for claims for incidental, special, indirect, punitive or
consequential damages of any nature connected with or resulting from performance or non-performance of
this Sublease, including claims in the nature of lost revenue, income or profits, losses, damages or liabilities
under any financing, lending, construction or other contracts, agreements or arrangements to which either
may be a party irrespective of whether such claims are based upon negligence, strict liability, contract,
operation of law or otherwise.
(d) TO THE EXTENT PERMITTED BY LAW, EACH OF THE PARTIES
KNOWINGLY, VOLUNTARILY AND INTENTIONALLY WAIVES THE RIGHT TO A TRIAL
BY JURY IN RESPECT OF ANY LITIGATION BASED ON THIS SUBLEASE, OR ARISING OUT
OF, UNDER OR IN CONNECTION WITH THIS SUBLEASE AND ANY OTHER AGREEMENT
CONTEMPLATED TO BE EXECUTED IN CONJUNCTION HEREWITH, OR ANY COURSE OF
CONDUCT, COURSE OF DEALING, STATEMENTS (WHETHER ORAL OR WRITTEN) OR
ACTIONS OF ANY PARTY HERETO. EACH OF THE PARTIES TO THIS SUBLEASE WAIVES
ANY RIGHT TO CONSOLIDATE ANY ACTION IN WHICH A JURY TRIAL HAS BEEN
WAIVED WITH ANY OTHER ACTION IN WHICH A JURY TRIAL CANNOT OR HAS NOT
3485 ROCKY CROSS ROAD
MIDDLESEX, NC 27557
CONSTRUCTION PLANS
SHEET
C-1
C-2
C-2A
C-3
C-4
C-5
C-6
C-7
C-8
C-9
NASH 97
SOLAR 2
FOR
DESCRIPTION
COVER
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
SITE PLAN
GRADING, DRAINAGE & EROSION CONTROL PLAN
EROSION CONTROL CALCULATIONS & INSETS
EROSION CONTROL CALCULATIONS & INSETS
DETAILS
DETAILS
DETAILS
PROPERTY OWNER: DOGWOOD CREEK LAND HOLDINGS, LLC.
DEED BOOK: 2819 PAGE: 260-263
PIN: 273600346003 & 273600349557
1
C-1
COVER
CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
NASH COUNTY, NCDEQ LAND QUALITY, AND NCDOT
STANDARDS AND SPECIFICATIONS.
EROSION CONTROL SELF INSPECTION
1. THE PURPOSE OF SELF INSPECTION IS TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, INCLUDING THE INSTALLATION AND
MAINTENANCE OF MEASURES, AND THE PROVISION OF GROUND COVER IN A TIMELY MANNER.
2. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING SEDIMENTATION
CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY
DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS,
ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND
STABILIZATION METHODS OF OPEN CHANNELS MUST BE INSPECTED.
3.A “SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1”
MUST BE COMPLETED. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.
4. THE SELF-INSPECTION REPORT FOR LAND-DISTURBING ACTIVITY IS TO BE COMPLETED AFTER
EACH PHASE OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS COMPLETE.
THESE PHASES MAY INCLUDE:
INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
CLEARING AND GRUBBING OF EXISTING GROUND COVER;
COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS;
INSTALLATION OF STORM DRAINAGE FACILITIES;
COMPLETION OF CONSTRUCTION OR DEVELOPMENT;
ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
5. THE RECORDS MUST BE MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT THE SITE.
ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT
PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE
AVAILABLE ON THE SITE.
NPDES GENERAL PERMIT NCG 010000
1. THE PURPOSE OF THIS GENERAL PERMIT IS TO MANDATE GROUND STABILIZATION IN 7 DAYS ON
PERIMETER AREAS AND SLOPES GREATER THAN 3:1 AND 14 DAYS ON OTHER AREAS. SEE THIS
SHEET FOR CURRENT SLOPE STABILIZATION CRITERIA.
2. YOU MUST IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN APPROVED FOR YOUR
PROJECT BY THE DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM.
3. YOU MUST KEEP RAIN GAUGE ON SITE.
4. YOU MUST INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK
AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING 24 HOUR
PERIOD). YOU MUST TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
5. YOU MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES YOUR SITE AND
EVALUATE THE EFFECT ON NEARBY STREAMS OR WETLANDS. CORRECTIVE ACTION MUST BE
TAKEN IF SEDIMENT IS DEPOSITED OFF SITE OR INTO A STREAM OR WETLAND, OR CAUSES A
VISIBLE INCREASE IN TURBIDITY OF ANY WATERBODY.
6. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS. DEDICATED AREA FOR DEMOLITION,
CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STEAMS
UNLESS NO REASONABLE ALTERNATIVE IS AVAILABLE. EARTHEN-MATERIAL STOCKPILES MUST BE
LOCATED 50' FROM STORM DRAINS AND STEAMS UNLESS NO REASONABLE ALTERVATIVE IS
AVAILABLE. CONCRETE MATERIAL MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, OR BUFFERS.
7. YOU MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
NTS
VICINITY MAPNC HWY 97ROCKY CROSS RDSITE
MASSEY RD(SR 1124)CALL 48 HOURS
BEFORE YOU DIG
NORTH CAROLINA
ONE-CALL CENTER
1-800-632-4949
US HW
Y

2
6
4
US H
W
Y
6
4
CAD FILE: W:\Civil\Solar\Cypress Creek Solar\Nash 97\CAD\Drawings\Construction\Nash 97 - Cover.dwg LAYOUT: 1 COVERPLOTTED: 11/30/2018 1:44 PM BY: terry benton10
REV DESCRIPTION
DSN CHK
DATE
DWN APP
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
11-30-2018
5310 SOUTH ALSTON AVE., BUILDING 300 :: DURHAM, NC 27713
20191058
-
MDD
TLB
CGO
CGO
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
ISSUED FOR
CONSTRUCTION
NASH 97 SOLAR 2
3485 ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
CYPRESS CREEK RENEWABLES
5310 SOUTH ALSTON AVE, BUILDING 300
DURHAM, NC 27713
280
NOTES
1. EXISTING TOPOGRAPHIC DATA AND SURVEY PROVIDED BY
MCKIM & CREED, DATED DECEMBER 8, 2017.
2. THIS PROPOSED PROJECT DOES NOT LIE WITHIN A FEMA
DESIGNATED 100 YEAR FLOOD HAZARD AREA PER FEMA
PANEL #3720272600L, DATED 04-16-2013.
3. PARENT PARCEL INFORMATION:
PROPERTY OWNER: DOGWOOD CREEK LAND HOLDINGS, LLC.
PIN: 273600346003 & 273600349557
DEED BOOK: 2819 PAGE: 260-263
4. NO ONSITE WETLANDS WILL BE IMPACTED.
5. EXISTING VEGETATION AND NATURAL AREAS WILL BE
PROTECTED TO THE GREATEST EXTENT POSSIBLE. MINIMAL
CLEARING OF THE LAND SHALL BE UNDERTAKEN DURING
DEVELOPMENT.
N
SCALE IN FEET
0 100'200'300'
SCALE: 1" = 100'
4
C-3
SITE PLAN
CONSTRUCTION
LEGEND
EXISTING ADJACENT PROPERTY BOUNDARY
EXISTING PROPERTY BOUNDARY
EXISTING EDGE OF ROAD
EXISTING STREAM CENTERLINE
EXISTING STRUCTURE
EXISTING UNPAVED ROAD
EXISTING EASEMENT
EXISTING 100-YEAR FLOODPLAIN
PROPOSED LIMIT OF DISTURBANCE
PROPOSED PERMANENT FENCE
PROPOSED
SOLAR ARRAY
CAD FILE: W:\Civil\Solar\Cypress Creek Solar\Nash 97\CAD\Drawings\Construction\Nash 97 - Site Plan.dwg LAYOUT: 3 SITE PLANPLOTTED: 12/5/2018 6:05 AM BY: terry benton10
REV DESCRIPTION
DSN CHK
DATE
DWN APP
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
11-30-2018
5310 SOUTH ALSTON AVE., BUILDING 300 :: DURHAM, NC 27713
20191058
-
MDD
TLB
CGO
CGO
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
ISSUED FOR
CONSTRUCTION
NASH 97 SOLAR 2
3485 ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
EXISTING WETLAND
EXISTING ADJACENT
PROPERTY BOUNDARY
ROCKY CROSS ROAD (ROUTE 1150)EXISTING PROPERTY
BOUNDARY (TYP.)
EXISTING UNPAVED
ROAD (TYP.)
EXISTING 50' STREAM
BUFFER (TYP.)
EXISTING
JURISDICTION
STREAM
EXISTING OVERHEAD
ELECTRIC LINES (TYP.)
EXISTING UTILITY
POLE (TYP.)
EXISTING EDGE
OF PAVEMENT
ROCKY CROSS ROAD
60' PUBLIC R/W
EXISTING 42"
CMP PIPE
30' CP&L EASEMENT
D.B.: 988, PG.: 305
EXISTING 100-YR
FLOODPLAIN (TYP.)
EXISTING
WETLAND (TYP.)
N/F
JOSEPH HOWARD WAGNER
PIN: 273600264322
D.B.: 2594, PG.: 816
N/F
AMANDA KEITH
PIN: 273600257514
D.B.: 2186, PG.: 188
N/F
JOHN KRIS JOHNSON
PIN: 273600243791
D.B.: 1510, PG.: 154
N/F
MICHAEL E. SARTAIN AND
WIFE, BARBARA S. SARTAIN
PIN: 273600243791
D.B.: 2372, PG.: 300
N/F
RYAN L. CARTER
PIN: 273600249245
D.B.: 2637, PG.: 53
N/F
TONY RANDALL CARTER
PIN: 273600347054
D.B.: 2637, PG.: 49
EXISTING
TRIBUTARY
STREAM
EXISTING TRIBUTARY STREAM
EXISTING TREE
LINE (TYP.)
EXISTING
ABANDONED WELL
EXISTING
TRANSFORMER
PROPOSED TREE
LINE (TYP.)
PROPOSED LIMIT OF
DISTURBANCE (TYP.)
PROPOSED PERMANENT GRAVEL
ACCESS ROAD WITH 6" ABC BASE
PROPOSED
SOLAR ARRAY
50' FRONT BUILDING SETBACKPROPOSED
LAYDOWN AREA
25' LANDSCAPING SETBACK15' SIDE BUILDING SETBACK
25' LANDSCAPING SETBACK 30' REAR BUILDING SETBACK25' LANDSCAPING SETBACK15' SIDE BUILDING SETBACK25' LANDSCAPING SETBACKPROPOSED PIPE 1
48 LF OF 2 36" Ø CLASS IV RCP @ 2.1%
PROPOSED PERMANENT
FENCE LINE (TYP.)
EXISTING PROPERTY SETBACK
EXISTING VEGETATIVE SETBACK
EXISTING TREE LINE
PROPOSED TREE LINE
EXISTING STREAM
EXISTING 50' STREAM BUFFER
EXISTING CULVERT
PROPOSED CULVERT
PROPOSED PERMANENT GRAVEL
ACCESS ROAD WITH 6" ABC BASE
PROPOSED LIGHT DUTY ACCESS ROAD (TO
BE INSTALLED POST CONSTRUCTION)
PROPOSED LAYDOWN AREA
PERMANENT RIP-RAP PAD
CULVERT INLET/OUTLET PROTECTION
PROPOSED PIPE 2
56 LF OF 15" Ø CLASS IV RCP @ 1.8%
EXISTING RIGHT-OF-WAY
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UTILITY POLE
TRANSFORMER #3
1.5 MVA
DOGWOOD CREEK LAND HOLDINGS, LLC.
PIN: 273600346003 & 273600349557
D.B.: 2819, PG.: 260-263
SUMMARY INFORMATION
DEVELOPMENT NAME: NASH 97 SOLAR 2
STREET ADDRESS: 3485 ROCKY CROSS ROAD
PIN: 273600346003 & 273600349557
SITE ACREAGE: 77.13 ACRES
EXISTING USE: VACANT LAND
PROPOSED USE: POWER GENERATION FACILITY
RIVER BASIN: NEUSE
RECEIVING STREAM NAME: TURKEY CREEK
ON-SITE DRAINAGE AREA: 77.13 ACRES
IMPERVIOUS AREA: 1.5 ACRES
% IMPERVIOUS AREA: 4.5%
OWNER: ENGINEER:
NASH 97 SOLAR 2, LLC. KLEINFELDER INC.
8800 N. GAINEY CENTER DR. 3500 GATEWAY CENTRE BLVD., SUITE 200
SUITE 250 MORRISVILLE, NC 27560
SCOTTSDALE, AZ 85258-2123 919-755-5011
TRANSFORMER #4
0.5 MVA
TRANSFORMER #2
1.5 MVA
TRANSFORMER #1
1.5 MVA
1,653' TO POI
270270260
28029
0
30
0
3003102
8
0 290270
280
290
2702802903002
7
0280
2802802402502602702502602802902802
8
0 280NOTES
1. EXISTING TOPOGRAPHIC DATA AND SURVEY PROVIDED BY
MCKIM & CREED, DATED DECEMBER 8, 2017.
2. THIS PROPOSED PROJECT DOES NOT LIE WITHIN A FEMA
DESIGNATED 100 YEAR FLOOD HAZARD AREA PER FEMA
PANEL #3720272600L, DATED 04-16-2013.
3. PARENT PARCEL INFORMATION:
PROPERTY OWNER: DOGWOOD CREEK LAND HOLDINGS, LLC.
PIN: 273600346003 & 273600349557
DEED BOOK: 2819 PAGE: 260-263
4. NO ONSITE WETLANDS WILL BE IMPACTED.
5. EXISTING VEGETATION AND NATURAL AREAS WILL BE
PROTECTED TO THE GREATEST EXTENT POSSIBLE. MINIMAL
CLEARING OF THE LAND SHALL BE UNDERTAKEN DURING
DEVELOPMENT.
5
C-4
GRADING, DRAINAGE & EROSION CONTROL
PLAN
CONSTRUCTION
CONSTRUCTION SEQUENCE
1. OBTAIN NCDEQ LAND DISTURBANCE PERMIT AND SCHEDULE A
PRECONSTRUCTION MEETING WITH NCDEQ LAND QUALITY INSPECTOR AT
252-946-6481.
2. INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE, INSTALL THE
PERIMETER SILT FENCE. UPON COMPLETION OF INSTALLATION, SEED,
MULCH, AND ANCHOR EROSION AND SEDIMENTATION CONTROL MEASURES.
3. BEGIN CLEARING AND ROUGH GRADING OF SITE. ALL EXCAVATIONS
PERFORMED SHALL BE BACKFILLED WITHIN THE SAME DAY, WITH SPOIL
PLACEMENT ON UPSLOPE SIDE.
4. BEGIN FINISHED GRADING, FILLING, AND COMPACTION OF SITE.
5. INVERTER PAD GRADING AND TRENCHING WILL HAVE TEMPORARY GROUND
COVER AT THE END OF EACH WORK DAY.
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH
VEGETATION, STONE BASE COURSE, CONCRETE, ETC. SEE DETAILS FOR
SEEDING SCHEDULE.
7. AFTER ESTABLISHMENT OF PERMANENT VEGETATION, REMOVE SILT FENCE
AND ANY REMAINING EROSION CONTROL MEASURES.
EROSION CONTROL NOTES
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE
WITH NCDEQ STANDARDS.
2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN
PROPER WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
3. PLACE SILT FENCE OUTLETS AT LOW POINTS ALONG SILT FENCE AS
NECESSARY.
4. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO
PROPOSED MEASURES MAY BE NECESSARY DEPENDING ON ACTUAL SITE
CONDITIONS.
5. THE TOTAL DISTURBED AREA IS 30.0 ACRES.
6. SEE C-7, C-8, AND C-9 FOR EROSION CONTROL MEASURE DETAILS.
7. ALL ROCK CHECK DAMS SPECIFIED ON PLANS MAY BE SUBSTITUTED W ITH 12"
COMPOST FILTER SOCK. SEE SHEET C-8, DETAILS 12 & 14.
8. SKIMMER BASIN SLOPES TO BE MATTED WITH NAG S75BN LINER OR
APPROVED EQUIVALENT. SEE SHEET C-8, DETAIL 9 AND SHEET C-9, DETAIL 20.
9. TEMPORARY DIVERSION DITCHES SHALL BE MATTED WITH NAG EROSION
CONTROL LINER OR APPROVED EQUIVALENT. SEE SHEET C-5 AND SHEET C-8,
DETAIL 19
10.INSTALL COMPOST FILTER SOCK SLOPE BREAKERS AS SHOWN ON PLANS TO
INTERRUPT LARGE SLOPES AND REDUCE FLOW LENGTH DISTANCES.
COMPOST FILTER SOCK SHALL BE INSTALLED TO RUN PARALLEL TO EXISTING
AND PROPOSED GRADES AND SHOULD REMAIN IN PLACE THROUGH THE
ENTIRETY OF THE PROJECT. SEE INSETS I AND J ON SHEET C-6. SEE ALSO
SHEET C-9, DETAIL 17.
11.THE PURPOSE OF THIS GENERAL PERMIT IS TO MANDATE GROUND
STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN
3:1 AND 14 DAYS ON OTHER AREAS. SEE DETAILS SHEETS FOR CURRENT
SLOPE STABILIZATION CRITERIA.
12.PLAN SHOULD INCLUDE PROVISIONS FOR GROUNDCOVER IN ACCORDANCE
WITH NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000
AND PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.CAD FILE: W:\Civil\Solar\Cypress Creek Solar\Nash 97\CAD\Drawings\Construction\Nash 97 - Erosion Control Plan.dwg LAYOUT: 4 GRADING DRAINAGE & EROSION CONTROL PLAN PLOTTED: 11/30/2018 1:48 PM BY: terry benton
10
REV DESCRIPTION
DSN CHK
DATE
DWN APP
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
11-30-2018
5310 SOUTH ALSTON AVE., BUILDING 300 :: DURHAM, NC 27713
20191058
-
MDD
TLB
CGO
CGO
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
ISSUED FOR
CONSTRUCTION
NASH 97 SOLAR 2
3485 ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557ROCKY CROSS ROAD (ROUTE 1150)PROPOSED LIMIT OF
DISTURBANCE (TYP.)
PROPOSED PERMANENT GRAVEL
ACCESS ROAD WITH 6" ABC BASE
PROPOSED
SOLAR ARRAY
LAYOUT (TYP.)
PROPOSED
LAYDOWN AREA
PROPOSED PERMANENT
FENCE LINE (TYP.)
PROPOSED SILT FENCE (TYP.)
PROPOSED ROCK
CHECK DAM (TYP.)
PROPOSED DIVERSION DITCH SK-1A
WITH ROCK CHECK DAMS EVERY 25 LF.
SEE SHEET C-5 FOR CALCULATIONS
EXISTING MINOR CONTOUR (2')
EXISTING MAJOR CONTOUR (10')
SEE INSET C
SHEET SHEET C-5
PROPOSED SKIMMER BASIN
SK-1 SEE INSET A, SHEET C-5
PROPOSED SKIMMER BASIN
SK-2 SEE INSET B, SHEET C-5
PROPOSED SKIMMER BASIN
SK-3 SEE INSET E, SHEET C-6
PROPOSED SKIMMER BASIN
SK-4 SEE INSET F, SHEET C-6
PROPOSED SKIMMER BASIN
SK-5 SEE INSET G, SHEET C-6
PROPOSED SKIMMER BASIN
SK-6 SEE INSET H, SHEET C-6
PROPOSED DIVERSION DITCH SK-1B
WITH ROCK CHECK DAMS EVERY 35 LF.
SEE SHEET C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH SK-3B
WITH ROCK CHECK DAMS EVERY 35 LF.
SEE SHEET C-5 FOR CALCULATIONS
CROSSING 1 (CALCULATIONS THIS SHEET) -
SEE INSET D SHEET C-5
PROPOSED FILTER SOCK - AREA 1
(SEE INSET J SHEET C-6)
PROPOSED FILTER
SOCK - AREA 2 (SEE
INSET I SHEET C-6)
PROPOSED NAG S75BN
EROSION CONTROL
LINER (TYP.)
PROPOSED SILT FENCE
OUTLET (TYP.)
PROPOSED DIVERSION DITCH SK-2B
WITH ROCK CHECK DAMS EVERY 30 LF.
SEE SHEET C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH SK-3A
WITH ROCK CHECK DAMS EVERY 90 LF.
SEE SHEET C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH SK-2A
WITH ROCK CHECK DAMS EVERY 110 LF.
SEE SHEET C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH SK-4A
WITH ROCK CHECK DAMS EVERY 75 LF.
SEE SHEET C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH SK-4B
WITH ROCK CHECK DAMS EVERY 45 LF.
SEE SHEET C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH SK-5A
WITH ROCK CHECK DAMS EVERY 45 LF.
SEE SHEET C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH
SK-5B WITH ROCK CHECK
DAMS EVERY 25 LF. SEE SHEET
C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH
SK-6A WITH ROCK CHECK
DAMS EVERY 140 LF. SEE
SHEET C-5 FOR CALCULATIONS
PROPOSED DIVERSION DITCH SK-6B
WITH ROCK CHECK DAMS EVERY 25 LF.
SEE SHEET C-5 FOR CALCULATIONS
LEGEND
EXISTING ADJACENT PROPERTY BOUNDARY
EXISTING PROPERTY BOUNDARY
EXISTING EDGE OF ROAD
EXISTING STREAM CENTERLINE
EXISTING STRUCTURE
EXISTING RIGHT-OF-WAY
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UTILITY POLE
EXISTING UNPAVED ROAD
EXISTING EASEMENT
EXISTING 100-YEAR FLOODPLAIN
PROPOSED LIMIT OF DISTURBANCE
PROPOSED PERMANENT FENCE
EXISTING WETLAND
EXISTING PROPERTY SETBACK
EXISTING VEGETATIVE SETBACK
EXISTING TREE LINE
PROPOSED TREE LINE
EXISTING STREAM
EXISTING 50' STREAM BUFFER
EXISTING CULVERT
PROPOSED CULVERT
PROPOSED PERMANENT GRAVEL
ACCESS ROAD WITH 6" ABC BASE
PROPOSED LIGHT DUTY ACCESS ROAD (TO
BE INSTALLED POST CONSTRUCTION)
PROPOSED LAYDOWN AREA
PERMANENT RIP-RAP PAD
PROPOSED MAJOR CONTOUR (10')330
PROPOSED MINOR CONTOUR (2')324
TD TD PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED SEDIMENT BASIN BAFFLES
PROPOSED SILT FENCE
324
330
PROPOSED 24' X 100' ROCK
CONSTRUCTION ENTRANCE
PROPOSED NAG EROSION
CONTROL LINER
PROPOSED ROCK CHECK DAM
PROPOSED SILT FENCE OUTLET
PROPOSED SEDIMENT BASIN SKIMMER
PROPOSED HORSESHOE INLET PROTECTION
N
SCALE IN FEET
0 100'200'300'
SCALE: 1" = 100'
PROPOSED SILT FENCEFSFSFSFSFS
NASH 97 SOLAR FARM STORM DRAINAGE COMPUTATIONS
CROSSING PIPE INLET AREA
(ac)
tc TIME OF
CONC. (min)
I INTENSITY
(in/hr)
Cc (INLET)
(AREA)
Q FLOW (cfs) Q TOTAL FLOW
(cfs)
SLOPE (ft/ft) Dtheo (in) SIZE (in) Vfull (ft/sec) LENGTH (ft)UPPER
INVERT (ft)
LOWER
INVERT (ft)
TOP EL (ft)PIPE MATERIAL
CROSSING 1 1 32.38 7.8 7.15 0.35 81.03 81.0 0.0208 33.7 (2) 36 6.4 48.00 275.50 274.50 280.00 CLASS IV RCP
ENTRANCE 2 0.69 5.0 6.50 0.38 1.7 1.7 0.0179 8.2 15 7.0 56.00 270.00 269.00 271.75 CLASS IV RCP
ALL DRIVEWAY CULVERTS MUST HAVE MINIMUM 6" OF COVER
PROPOSED 12"
COMPOST FILTER SOCK
SLOPE BREAKER (TYP.)
(SEE SHEET C-9. DETAIL 17)
TRANSFORMER #3
1.5 MVA
TRANSFORMER #4
0.5 MVA
TRANSFORMER #2
1.5 MVA
TRANSFORMER #1
1.5 MVA
FLOW
FL
O
W
FLOW
FLOW
270274272270
272
2742762
8
0
2
7
0
2
7
0
2
7
2
2
7
2
2702
7
2
2
7
6
2
7
8
2
8
0
2802
7
8
2
76
278276
280
2
8
0 2806
C-5
EROSION CONTROL CALCULATIONS &
INSETS
CONSTRUCTION
CAD FILE: W:\Civil\Solar\Cypress Creek Solar\Nash 97\CAD\Drawings\Construction\Nash 97 - Erosion Control Plan.dwg LAYOUT: 5 EROSION CONTROL CALCULATIONS & INSETSPLOTTED: 11/30/2018 1:49 PM BY: terry benton10
REV DESCRIPTION
DSN CHK
DATE
DWN APP
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
11-30-2018
5310 SOUTH ALSTON AVE., BUILDING 300 :: DURHAM, NC 27713
20191058
-
MDD
TLB
CGO
CGO
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
ISSUED FOR
CONSTRUCTION
NASH 97 SOLAR 2
3485 ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
020'20'10'
SCALE: 1 INCH = 20 FEET
INSET A
020'20'10'
SCALE: 1 INCH = 20 FEET
INSET B
020'20'10'
SCALE: 1 INCH = 20 FEET
INSET C
020'20'10'
SCALE: 1 INCH = 20 FEET
INSET D
EXISTING MINOR CONTOUR (2')
EXISTING MAJOR CONTOUR (10')
LEGEND
EXISTING ADJACENT PROPERTY BOUNDARY
EXISTING PROPERTY BOUNDARY
EXISTING EDGE OF ROAD
EXISTING STREAM CENTERLINE
EXISTING STRUCTURE
EXISTING RIGHT-OF-WAY
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UTILITY POLE
EXISTING UNPAVED ROAD
EXISTING EASEMENT
EXISTING 100-YEAR FLOODPLAIN
PROPOSED LIMIT OF DISTURBANCE
PROPOSED PERMANENT FENCE
EXISTING WETLAND
EXISTING PROPERTY SETBACK
EXISTING VEGETATIVE SETBACK
EXISTING TREE LINE
PROPOSED TREE LINE
EXISTING STREAM
EXISTING 50' STREAM BUFFER
EXISTING CULVERT
PROPOSED CULVERT
PROPOSED PERMANENT GRAVEL
ACCESS ROAD WITH 6" ABC BASE
PROPOSED LIGHT DUTY ACCESS ROAD (TO
BE INSTALLED POST CONSTRUCTION)
PROPOSED LAYDOWN AREA
PERMANENT RIP-RAP PAD
PROPOSED MAJOR CONTOUR (10')330
PROPOSED MINOR CONTOUR (2')324
TD TD PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED SEDIMENT BASIN BAFFLES
PROPOSED SILT FENCE
324
330
PROPOSED 24' X 100' ROCK
CONSTRUCTION ENTRANCE
PROPOSED NAG EROSION
CONTROL LINER
PROPOSED ROCK CHECK DAM
PROPOSED SILT FENCE OUTLET
PROPOSED SEDIMENT BASIN SKIMMER
PROPOSED HORSESHOE INLET PROTECTION
TOB: TOP OF BERM
TOB LENGTH: 156'
TOB WIDTH: 45'
BOB: BOTTOM OF BASIN
BOB LENGTH: 140'
BOB WIDTH: 29'
TOB: TOP OF BERM
TOB LENGTH: 90'
TOB WIDTH: 49'
BOB: BOTTOM OF BASIN
BOB LENGTH: 74'
BOB WIDTH: 33'
PROPOSED
DIVERSION
DITCH SK-1A
PROPOSED
DIVERSION
DITCH SK-1B
PROPOSED
DIVERSION
DITCH SK-2A
PROPOSED
DIVERSION
DITCH SK-2B
PROPOSED SKIMMER
BASIN SK-1
BERM ELEV.: 274'
BOTTOM ELEV.: 270'
PROPOSED SKIMMER
BASIN SK-2
BERM ELEV.: 274'
BOTTOM ELEV.: 270'
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 20'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 20'W X 22" THICK
PROPOSED NAG
S75BN EROSION
CONTROL LINER (TYP.)
PROPOSED NAG
S75BN EROSION
CONTROL LINER (TYP.)
PROPOSED NAG
S75BN EROSION
CONTROL LINER (TYP.)
PROPOSED NCDOT
CLASS A RIP RAP
2'L X 2'W X 9" THICK
PROPOSED NCDOT
CLASS A RIP RAP
2'L X 2'W X 9" THICK
PROPOSED SKIMMER
(TYP.)
PROPOSED POROUS
BAFFLE (TYP.)
PROPOSED SKIMMER
(TYP.)
PROPOSED POROUS
BAFFLE (TYP.)
45' RADIUS ON
CONSTRUCTION
ENTRANCE
ROCKY CROSS ROAD (ROUTE 1150)ROCK CHECK
DAM (TYP.)
INV. DOWN: 269'
INV. UP: 270.00'
PROPOSED NCDOT
CLASS B RIPRAP:
9'L X 4.5'W X 22" THICK
PROPOSED 24' X 100' ROCK
CONSTRUCTION ENTRANCE
SEE SHEET C-6, DETAIL #6
PROPOSED HORSESHOE
INLET PROTECTION
PROPOSED PERMANENT
CLASS B RIP RAP PAD
24'L X 20'W X 22" THICK
INV. UP: 275.50'
INV. DOWN: 274.50'
N
SKIMMER & SEDIMENT BASIN DESIGN
SKIMMER SEDIMENT BASIN DESIGN SKIMMER SEDIMENT BASIN EFFICIENCY SKIMMER
BASIN NUMBER DRAINAGE
AREA
DRAINAGE
AREA
REQUIRED
VOLUME
(1800 CF/AC)
DEPTH**
(2 FT. MIN.)WIDTH* LENGTH*
VOLUME
PROVIDED
RUNOFF
COEFFICIENT, C
RAINFALL
INTENSITY FLOW Q10
REQUIRED
SURFACE AREA
(325 SF/CFS)
AREA
PROVIDED
WEIR
LENGTH SIZE***ORIFICE
RADIUS
ORIFACE
DIAMETER
(SF)(AC)(CF)(FT) (FT) (FT) (CF)(IN/HR) (CFS)(SF)(SF) (LF) (IN) (IN) (IN)
SK-1 221,595 5.09 9,157 2 37 148
9,536 0.38 7.15 13.82
4,492 5,476 20 2.00 1.00 2.00
SK-2 139,574 3.20 5,768 2 41 82 5,804 0.38 7.15 8.71
2,829 3,362 20 2.00 1.00 2.00
SK-3 224,440 5.15 9,274 2 52 104
9,632 0.38 7.15 14.00
4,550 5,408 20 2.00 1.00 2.00
SK-4 291,204 6.69 12,033 2 58 116
12,128 0.38 7.15 18.16
5,903 6,728 20 2.50 1.25 2.50
SK-5 137,415 3.15 5,678 2 41 82 5,804 0.38 7.15 8.57
2,786 3,362 20 2.00 1.00 2.00
SK-6 108,029 2.48 4,464 2 37 74 4,652 0.38 7.15 6.74
2,190 2,738 20 1.50 0.75 1.50
*SEDIMENT TRAP/BASIN DIMENSIONS REPRESENT TOP DIMENSIONS.THESE ARE MINIMUMS, AND CAN BE EXCEEDED.
** DEPTH BELOW EMERGENCY SPILLWAY.
***SKIMMER SIZED PER SIZING CALCULATOR AT WWW.FAIRCLOTHSKIMMER.COM AT A DRAWDOWN RATE OF 72 HOURS
NASH 97 TEMPORARY DIVERSION DITCH DESIGN
CHANNEL NAME RUNOFF
COEFFICIENT, C
10-YEAR RAINFALL
INTENSITY, I (in/hr)
DRAINAGE
AREA, A
(acres)
Q (cfs)
TOTAL
RUNOFF, Q
(cfs)
LENGTH (ft)CHANNEL
SECTION
BOTTOM WIDTH
(ft)
LEFT SIDE SLOPE, Z:1
(ft)
RIGHT SIDE
SLOPE, Z:1 (ft)
CHANNEL DEPTH
(ft)
CHANNEL SLOPE
(ft/ft)
NORMAL
DEPTH (ft)
FREEBOAR
D (ft)
SHEAR
STRESS
(lb/ft2)
VELOCITY
(fps)n VALUE TEMPORARY
LINER
PERMANENT
LINER
SK-1A 0.38 7.15 0.09 0.24 0.24 68.27 TRIANGULAR -2.00 2.00 1.00 0.0627 0.28 0.72 1.10 1.53 0.060 S75BN N/A
SK-1B 0.38 7.15 4.09 11.12 11.12 722.03 TRIANGULAR -2.00 2.00 1.50 0.0436 1.09 0.41 2.96 4.68 0.042 S75BN N/A
SK-2A 0.38 7.15 2.31 6.27 6.27 106.52 TRIANGULAR -2.00 2.00 1.50 0.0142 1.10 0.40 0.97 2.59 0.041 S75BN N/A
SK-2B 0.38 7.15 0.72 1.95 1.95 76.54 TRIANGULAR -2.00 2.00 1.00 0.0367 0.64 0.36 1.47 2.38 0.052 S75BN N/A
SK-3A 0.38 7.15 1.12 3.03 3.03 111.59 TRIANGULAR -2.00 2.00 1.50 0.0168 0.85 0.65 0.89 2.10 0.047 S75BN N/A
SK-3B 0.38 7.15 2.26 6.15 6.15 318.95 TRIANGULAR -2.00 2.00 1.50 0.0443 0.91 0.59 2.52 3.71 0.046 S75BN N/A
SK-4A 0.38 7.15 1.25 3.39 3.39 316.89 TRIANGULAR -2.00 2.00 1.50 0.0196 0.86 0.64 1.05 2.29 0.047 S75BN N/A
SK-4B 0.38 7.15 2.70 7.34 7.34 390.88 TRIANGULAR -2.00 2.00 1.50 0.0338 1.01 0.49 2.13 3.60 0.043 S75BN N/A
SK-5A 0.38 7.15 1.17 3.18 3.18 202.84 TRIANGULAR -2.00 2.00 1.50 0.0342 0.77 0.73 1.64 2.68 0.049 S75BN N/A
SK-5B 0.38 7.15 0.33 0.90 0.90 145.95 TRIANGULAR -2.00 2.00 1.00 0.0708 0.43 0.57 1.90 2.32 0.057 S75BN N/A
SK-6A 0.38 7.15 0.45 1.22 1.22 146.05 TRIANGULAR -2.00 2.00 1.50 0.0107 0.67 0.83 0.45 1.36 0.051 S75BN N/A
SK-6B 0.38 7.15 0.76 2.07 2.07 394.88 TRIANGULAR -2.00 2.00 1.00 0.0597 0.61 0.39 2.27 2.78 0.053 S75BN N/A
PROPOSED SILT FENCEFSFSFSFSFS
PROPOSED NCDOT
CLASS B RIP RAP
15'L X 7.5'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
8'L X 6'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
8'L X 6'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
8'L X 6'W X 22" THICK
2:1 INSI
D
E
SID
E
SL
O
P
E
(TYP.)2:1 OUT
SI
D
E
SID
E
SL
O
P
E
(TYP.)
PROPOSED 20'
EMERGENCY SPILLWAY
BOTTOM OF ROCK ELEV. : 272.5'
TOP OF ROCK ELEV.: 273'
5'
PROPOSED 20'
EMERGENCY
SPILLWAY
BOTTOM OF ROCK
ELEV. : 272.5'
TOP OF ROCK
ELEV.: 273'
2:1 OUTSIDE
SIDE SLOPE
(TYP.)
2:1 INSIDE
SIDE SLOPE
(TYP.)
5'
PROPOSED PIPE 2
56 LF OF 15" Ø
CLASS IV RCP @
1.8%
PROPOSED PIPE 1
48 LF OF 2 36" Ø
CLASS IV RCP @ 2.1%
2802
8
0
2
7
8
2
7
6
2
7
4
2
8
2
2
7
6
2
7
8
2
7
6 270276278272274274272270 270272274270
276274272272274276276274278280260
2
6
6
2
6
4
2
6
2
2
6
0
2
6
0
2
6
2
2
6
0
2582
5
8
270
280
7
C-6
EROSION CONTROL CALCULATIONS &
INSETS
CONSTRUCTION
CAD FILE: W:\Civil\Solar\Cypress Creek Solar\Nash 97\CAD\Drawings\Construction\Nash 97 - Erosion Control Plan.dwg LAYOUT: 6 EROSION CONTROL CALCULATIONS & INSETSPLOTTED: 11/30/2018 1:49 PM BY: terry benton10
REV DESCRIPTION
DSN CHK
DATE
DWN APP
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
11-30-2018
5310 SOUTH ALSTON AVE., BUILDING 300 :: DURHAM, NC 27713
20191058
-
MDD
TLB
CGO
CGO
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
ISSUED FOR
CONSTRUCTION
NASH 97 SOLAR 2
3485 ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
020'20'10'
SCALE: 1 INCH = 20 FEET
INSET E
020'20'10'
SCALE: 1 INCH = 20 FEET
INSET F
020'20'10'
SCALE: 1 INCH = 20 FEET
INSET G
020'20'10'
SCALE: 1 INCH = 20 FEET
INSET H
030'30'15'
SCALE: 1 INCH = 30 FEET
INSET I
030'30'15'
SCALE: 1 INCH = 30 FEET
INSET J
EXISTING MINOR CONTOUR (2')
EXISTING MAJOR CONTOUR (10')
LEGEND
EXISTING ADJACENT PROPERTY BOUNDARY
EXISTING PROPERTY BOUNDARY
EXISTING EDGE OF ROAD
EXISTING STREAM CENTERLINE
EXISTING STRUCTURE
EXISTING RIGHT-OF-WAY
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UTILITY POLE
EXISTING UNPAVED ROAD
EXISTING EASEMENT
EXISTING 100-YEAR FLOODPLAIN
PROPOSED LIMIT OF DISTURBANCE
PROPOSED PERMANENT FENCE
EXISTING WETLAND
EXISTING PROPERTY SETBACK
EXISTING VEGETATIVE SETBACK
EXISTING TREE LINE
PROPOSED TREE LINE
EXISTING STREAM
EXISTING 50' STREAM BUFFER
EXISTING CULVERT
PROPOSED CULVERT
PROPOSED PERMANENT GRAVEL
ACCESS ROAD WITH 6" ABC BASE
PROPOSED LIGHT DUTY ACCESS ROAD (TO
BE INSTALLED POST CONSTRUCTION)
PROPOSED LAYDOWN AREA
PERMANENT RIP-RAP PAD
PROPOSED MAJOR CONTOUR (10')330
PROPOSED MINOR CONTOUR (2')324
TD TD PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED SEDIMENT BASIN BAFFLES
PROPOSED SILT FENCE
324
330
PROPOSED 24' X 100' ROCK
CONSTRUCTION ENTRANCE
PROPOSED NAG EROSION
CONTROL LINER
PROPOSED ROCK CHECK DAM
PROPOSED SILT FENCE OUTLET
PROPOSED SEDIMENT BASIN SKIMMER
PROPOSED HORSESHOE INLET PROTECTION
TOB: TOP OF BERM
TOB LENGTH: 112'
TOB WIDTH: 60'
BOB: BOTTOM OF BASIN
BOB LENGTH: 96'
BOB WIDTH: 44'
TOB: TOP OF BERM
TOB LENGTH: 124'
TOB WIDTH: 66'
BOB: BOTTOM OF BASIN
BOB LENGTH: 108'
BOB WIDTH: 50'
TOB: TOP OF BERM
TOB LENGTH: 90'
TOB WIDTH: 49'
BOB: BOTTOM OF BASIN
BOB LENGTH: 74'
BOB WIDTH: 33'
TOB: TOP OF BERM
TOB LENGTH: 82'
TOB WIDTH: 45'
BOB: BOTTOM OF BASIN
BOB LENGTH: 66'
BOB WIDTH: 29'
PROPOSED
DIVERSION
DITCH SK-3A
PROPOSED
DIVERSION
DITCH SK-3B
PROPOSED
DIVERSION
DITCH SK-4B
PROPOSED
DIVERSION DITCH
SK-5A
PROPOSED
DIVERSION
DITCH SK-5A
PROPOSED
DIVERSION
DITCH SK-5B
PROPOSED
DIVERSION
DITCH SK-5A
PROPOSED SKIMMER
BASIN SK-3
BERM ELEV.: 276'
BOTTOM ELEV.: 272'
PROPOSED SKIMMER
BASIN SK-4
BERM ELEV.: 274'
BOTTOM ELEV.: 270'
PROPOSED SKIMMER
BASIN SK-5
BERM ELEV.: 262'
BOTTOM ELEV.: 258'
PROPOSED SKIMMER
BASIN SK-6
BERM ELEV.: 278'
BOTTOM ELEV.: 274'
PROPOSED NCDOT
CLASS I RIP RAP
10'L X 20'W X 22" THICK
PROPOSED
NCDOT CLASS B
RIP RAP
10'L X 20'W X 22"
THICK
PROPOSED
NCDOT CLASS B
RIP RAP
10'L X 20'W X 22"
THICK
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 20'W X 22" THICK
PROPOSED NAG
S75BN EROSION
CONTROL LINER
(TYP.)
PROPOSED NAG
S75BN EROSION
CONTROL LINER (TYP.)
PROPOSED NAG
S75BN EROSION
CONTROL LINER (TYP.)
PROPOSED NAG
S75BN EROSION
CONTROL LINER (TYP.)
PROPOSED
NCDOT CLASS A
RIP RAP
2'L X 2'W X 9"
THICK
PROPOSED NCDOT
CLASS A RIP RAP
2'L X 2'W X 9" THICK
PROPOSED NCDOT
CLASS A RIP RAP
2'L X 2'W X 9" THICK
PROPOSED
NCDOT CLASS A
RIP RAP
2'L X 2'W X 9"
THICK
PROPOSED
SKIMMER
(TYP.)
PROPOSED
POROUS
BAFFLE (TYP.)
SLOPE BREAK - 50'
OF TRIPLE STACK
12" FILTER SOCK
SLOPE BREAK - 55'
OF 18" FILTER SOCK
SLOPE BREAK - 290'
OF TRIPLE STACK
12" FILTER SOCK
SLOPE BREAK - 310'
OF TRIPLE STACK
12" FILTER SOCK
N
PROPOSED SILT FENCEFSFSFSFSFS
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 7.5'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 7.5'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 7.5'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 7.5'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
8'L X 6'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 7.5'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
8'L X 6'W X 22" THICK
PROPOSED NCDOT
CLASS B RIP RAP
10'L X 7.5'W X 22" THICK
SLOPE BREAK - 130'
OF TRIPLE STACK
12" FILTER SOCK
SLOPE BREAK - 155'
OF TRIPLE STACK
12" FILTER SOCK
SLOPE BREAK - 170'
OF TRIPLE STACK
12" FILTER SOCK
PROPOSED 20'
EMERGENCY SPILLWAY
BOTTOM OF ROCK ELEV. : 274.5'
TOP OF ROCK ELEV.: 275'
5'
2:1 IN
SI
D
E
SIDE
S
L
O
P
E
(TYP.)
2:1 O
U
T
SI
D
E
SIDE
S
L
O
P
E
(TYP.)
PROPOSED 20'
EMERGENCY
SPILLWAY
BOTTOM OF ROCK
ELEV. : 272.5'
TOP OF ROCK
ELEV.: 273'
2:1 OUTSIDE
SIDE SLOPE
(TYP.)
2:1 INSIDE
SIDE SLOPE
(TYP.)
5'
PROPOSED 20'
EMERGENCY
SPILLWAY
BOTTOM OF ROCK
ELEV. : 260.5'
TOP OF ROCK
ELEV.: 261'2:1 INSIDESIDE SLOPE(TYP.)2:1 OUTSIDESIDE SLOPE(TYP.)2
:
1

IN
S
ID
E
S
ID
E

S
LO
P
E
(
T
Y
P
.
)2:1 OUT
SI
D
E
SID
E
SL
O
P
E
(TYP.)
PROPOSED 20'
EMERGENCY SPILLWAY
BOTTOM OF ROCK ELEV. : 276.5'
TOP OF ROCK ELEV.: 277'
PROPOSED
DIVERSION
DITCH SK-5B
5'
5'
DETAILS
CONSTRUCTION
8
C-7
CAD FILE: W:\Civil\Solar\Cypress Creek Solar\Nash 97\CAD\Drawings\Construction\Nash 97 - Details.dwg LAYOUT: 7 DETAILS PLOTTED: 11/30/2018 1:50 PM BY: terry benton
10
REV DESCRIPTION
DSN CHK
DATE
DWN APP
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
11-30-2018
5310 SOUTH ALSTON AVE., BUILDING 300 :: DURHAM, NC 27713
20191058
-
MDD
TLB
CGO
CGO
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
ISSUED FOR
CONSTRUCTION
NASH 97 SOLAR 2
3485 ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
PUT SILT FENCE OR TREE PROTECTION FENCE UP
FABRIC UNDER STONE
1.
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
NOTES:
SEDIMENT ON SITE
BUT SUFFICIENT TO KEEP
BALLAST)
(SURGE STONE OR RAILROAD
2"-3" STONE TO BE USED
25' MIN.
GREATER.
100' MIN.
EXISTING
ROADWAY
75' MIN.
PLAN
6" MIN.
EXISTING ROADWAY
WHICHEVER IS
24' OR WIDTH OF
PROPOSED STREET,
CROSS SECTION
12" MIN.
NEW CONSTRUCTION
STANDARD CONSTRUCTION ENTRANCE
NO SCALE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT2.
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH
STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TYP. DRIVEWAY DETAIL
NO SCALE
5
4
6GRAVEL ACCESS ROAD SECTION
NO SCALE
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1" DIAMETER
WASHED STONE
(SEE ALTERNATIVE FILTER
SOCK OFFICE THIS SHEET)
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
BURY WIRE FENCE AND HARDWARE CLOTH
SECTION VIEW
SILT FENCE OUTLET
NO SCALE
STEEL POST
FRONT VIEW
AREAS OF CONCENTRATED FLOW.
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
NOTES:
SIDE VIEW24"3'-0"18"-24"* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
GRADE
GRADE
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
TEMPORARY SILT FENCE
NO SCALE
INSPECT SILT FENCES AT LEAST ONCE A WEEK
AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
3.
4.
5.
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN.
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM THE TOP
1
2
MAINTENANCE
1. INSPECT SILT FENCES OUTLETS AT LEAST ONCE
A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
3. REMOVE ALL SILT FENCE OUTLET MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK
AND AFTER EACH RAINFALL EVENT, MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REMOVE THE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE**
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
BACKFILL TRENCH AND
COMPACT THOROUGHLY
(4" WIDE x 8" DEEP MIN)24"TURN FILTER FABRIC
INTO TRENCH
FILL SLOPE OR
EXISTING GRADE
(UPSLOPE SIDE)
8" DOWN AND 4"
FORWARD ALONG
THE TRENCH
ALT. WOVEN WIRE FABRIC IF 6' SPACING IS USED
MIN. 10 GA.
LINE WIRES
** WIRE FENCE
OPTIONAL IF 6' STEEL
POST SPACING IS USED18"-24"MIN. 10 GA.
LINE WIRES
SILT FENCE GEOTEXTILE FABRIC
(EXTRA STRENGTH IF 6' STEEL
POST SPACING IS USED)
FILTER FABRIC
IN TRENCH
6" C.A.B.C STONE BASE SHALL BE PLACED ON TOP OF EXISTING GRADE
EXISTING SUBGRADE
EXISTING GRADE
TOP OF WASHED
STONE MUST BE
AT LEAST 16"ABOVE
THE GROUND
SECTION VIEW
NOTE:
COMPOST FILTER SOCK MAY BE USED AS AN ALTERNATIVE TO THE WASHED STONE AT
THE SILT FENCE OUTLETS. THE TOP OF THE FILTER SOCK MUST BE AT LEAST 16" ABOVE
THE GROUND. THE TRIPLE STACK 12" OPTION SHOWN ABOVE IS RECOMMENDED.
TRIPLE STACK COMPOST FILTER SOCK (ALTERNATIVE TO WASHED STONE)
6' CHAIN LINK FENCE AND GATE DETAIL
NO SCALE
DOUBLE GATE6" TYP6'-0"FIN. GR.
4" GATE POST
2" PIPE-FLUSH
W/GROUND
ENCASED W/ CONC.
1 5/8" O.D.
PIPE FRAME
36"CONC.
ENCASEMENT
(TYP.)
FENCE
NOTES:
·11.5 GAUGE CHAIN LINK FABRIC
SHALL BE 1.2 OZ. GALVANIZED WITH
WIRE TIES TO POST.
·GATE AND TERMINAL POSTS SHALL
BE SCHEDULE 40 GALVANIZED PIPE.
·LINE POSTS SHALL BE SCHEDULE 20
GALVANIZED PIPE.
·ALL POSTS SET IN ASTM CONCRETE
FOOTINGS.
·10' POSTS EMBEDDED 3.5 - 4 FEET
WHERE NOT ENCASED IN
CONCRETE.
1-5/8" OD BRACE RAIL
2" OD LINE POST
2-1/2" OD TERMINAL POSTS
10' (MAX)
TENSION WIRE
(7 GAUGE COIL)
BARB WIRE MOUNTING
BRACKET (TYP)
12.5 GAUGE BARB WIRE
3 STRANDS (TYP)
1'-0"
3
ROUND END &
CORNER POST
TENSION WIRE
(7 GAUGE COIL)
2-3/8" x 11.5
GAUGE x 6FT KT
12"
TEMPORARY CHECK DAM
NO SCALE14
TOP ELEVATION OF STORMWATER
FRONT VIEWVARIESVARIES
0.5'-1'
EXISTING SLOPES
EXISTING SLOPE
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
#5 WASHED STONE
KEYED RIP RAP
CONSTRUCTION NOTES:
STONE
SIDE VIEW
#1 RIP-RAP
VARIES
#5 WASHED
1 VARIES0.5'-1'
1 MAX.
STEP SEQUENCE
EXISTING
G
R
O
U
N
D
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
DETAILS
CONSTRUCTION
9
C-8
CAD FILE: W:\Civil\Solar\Cypress Creek Solar\Nash 97\CAD\Drawings\Construction\Nash 97 - Details.dwg LAYOUT: 8 DETAILS PLOTTED: 11/30/2018 1:51 PM BY: terry benton
10
REV DESCRIPTION
DSN CHK
DATE
DWN APP
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
11-30-2018
5310 SOUTH ALSTON AVE., BUILDING 300 :: DURHAM, NC 27713
20191058
-
MDD
TLB
CGO
CGO
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
ISSUED FOR
CONSTRUCTION
NASH 97 SOLAR 2
3485 ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
NO SCALE
STORAGE
PERSPECTIVE VIEW
NO SCALE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
1.5'
1.5'
1'FL
O
W
1'2'FLOW
SEDI
M
E
N
T
FLO
W
FLOW
3'
AREA
FLOWFLOW
#5 WASHED STONE. 1'-0" THICK x 3'-0" HIGH MINIMUM
RIP RAP HEADWALLINVERT
PIPE
CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
AREAS TO BE DISTURBED
(CUT, FILL, ETC.)
SEDIMENT STORAGE
FLOOD STORAGE ZONE
PIPE
INVERT
RIP RAP
HEADWALL
NATURAL GROUND
CLASS 1 RIP-RAP
#5 WASHED STONE
MAXIMUM SEDIMENT DEPTH
(CLEAN OUT POINT)
STANDARD HORSESHOE PROTECTION
NO SCALE8
GROUND STABILIZATION (DWQ)
SITE AREA STABILIZATION EXCEPTIONS
DESCRIPTION TIME FRAME
PERIMETER DIKES 7 DAYS NONE
SWALES, DITCHES,
AND SLOPES
HIGH QUALITY 7 DAYS NONE
WATER (HQW)
ZONES
SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR
THAN 3:1 LESS IN LENGTH AND ARE
NO STEEPER THAN 2:1,
14 DAYS ARE ALLOWED.
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES
FLATTER GREATER THAN 50'
IN LENGTH
ALL OTHER AREAS 14 DAYS NONE (EXCEPT
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4:1 AND HQW ZONES)
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AN SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (*SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORM
SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
*APPLY:
a. AGRICULTURAL LIMESTONE
a.a. LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE, OR PER SOIL TEST
a.b. HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE, OR PER SOIL TEST
b. FERTILIZER - 10-10-10 ANALYSIS @ 900 LBS/ACRE
c. SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSIS
d. MULCH - 2 TONS (+/- 80 BALES) STRAW/ACRE
e. ANCHOR - USE LIQUID ASPHALT @ 400 GALS/ACRE
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE
OR WOOD & PAPER FIBER HYDROMULCHES @ 125-175 LBS/ACRE
OR GUAR AND STARCH BASED TACKIFIERS @ 100-200 LBS/ACRE
OR CRIMPING/PUNCHING W/ BLADES SPACES @ MAXIMUM 8"
PERMANENT SEEDING
10 SEEDING SCHEDULE
NO SCALE
MAINTENANCE:
INSPECT ROLLED EROSION CONTROL
PRODUCTS (RECP) AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY.
GOOD CONTACT WITH THE GROUND MUST
BE MAINTAINED, AND EROSION MUST NOT
OCCUR BENEATH THE RECP.
ANY AREAS OF THE RECP THAT ARE
DAMAGED OR NOT IN CLOSE CONTACT
WITH THE GROUND SHALL BE REPAIRED
AND STAPLED.
IF EROSION OCCURS DUE TO POORLY
CONTROLLED DRAINAGE, THE PROBLEM
SHALL BE FIXED AND THE ERODED AREA
PROTECTED.
MONITOR AND REPAIR THE RECP AS
NECESSARY UNTIL GROUND COVER IS
ESTABLISHED.
SCREEN ACCESSIBLE THROUGH DOOR
VENT
NOTE:
SKIMMER IS TO BE A SURFACE DEWATERING
DEVICE SUCH AS BMP SKIMMER OR APPROVED
DEVICE.
FLEXIBLE JOINT (RADIATOR HOSE)
OUTLET END:
CONNECTION TO OUTLET
PIPE OR RISER
BARREL PIPE LONGER THAN SHOWN. NOT
INCLUDED WITH SKIMMER SUPPLIED BY USER.
FLOAT
MAINTENANCE:
INSPECT SKIMMERS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL WAKE THE SKIMMER
BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF
THE BASIN AND REMOVE THE CLOGGED DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE
THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBERS
SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
"HOG WIRE ATTACHED
TO POSTS WITH LENGTHS
OF WIRE HORIZONTAL METAL POST
WIRED SECURELY TO VERTICAL
POSTS
BAFFLE INSTALLATION - STEP 1
BAFFLE INSTALLATION - STEP 2
BOTTOM OF BAFFLE IN
TRENCH AND TRENCH
FILLED WITH SOIL AND
COMPACTED
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM OF
THE SPILLWAY
NOTES:
DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
WOOD POSTS ARE NOT ACCEPTABLE
USE STAPLES 1' APART TO ATTACH FABRIC
TO "HOG WIRE"
1.
2.
3.
BAFFLE SPACED AS PER APPROVED PLAN.4.
5'
M
I
N

O
P
E
N
I
N
G
4'
M
A
X
BE
T
W
E
E
N
P
O
S
T
S
POROUS BAFFLE NOTES:
1. POROUS BAFFLES IMPROVE THE RATE OF SEDIMENT RETENTION
BY DISTRIBUTING THE FLOW AND REDUCING TURBULENCE.
2. MATERIALS SUCH AS 700 G/M2 COIR EROSION BLANKET, COIR
MESH, TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORE
SIZE, OR OTHER SIMILAR MATERIALS SHOULD BE USED.
FLOW
EARTH BERM
SEDIMENT PIT
BAFFLE (TYP.)
CLASS #1 RIP RAP
FIRST CHAMBER
25% OF SURFACE AREA
INLET ZONE
25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
OUTLET ZONE
25% OF SURFACE AREA
MAINTENANCE:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN
TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF HEIGHT OF THE FIRST
BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.
EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST
CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING
UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON
THE ROPE WILL WAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE
FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE
THE CLOGGED DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO
REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBERS SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC
THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET
FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSARY REPAIRS IMMEDIATLEY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND
POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
MAINTENANCE:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRE REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED
DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
13 POROUS BAFFLE DETAIL
NO SCALE
11 SKIMMER SEDIMENT BASIN DETAIL
NO SCALE
7 SKIMMER DETAIL
NO SCALE
9 NAG S75BN EROSION CONTROL LINER
NO SCALE
FILTER SOCK CHECK DAM DETAIL
NO SCALE12
CLASS I RIPRAP
FLOW2" X 2" X 36" WOODEN STAKES PLACED 5' O.C.
EXCESS SOCK MATERIAL TO BE DRAWN IN AND TIED
OFF TO STAKE AT BOTH ENDS
FILTREXX® CHECK DAM
SIZED TO SUIT CONDITIONS
8" TO 18" TYPICAL
NOTES:
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS.
2. CHECK DAM SHOULD BE USED IN AREAS THAT DRAIN
10 ACRES OR LESS.
3. SEDIMENT SHOULD BE REMOVED FROM BEHIND
CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS
REACHED 12 THE HEIGHT OF THE CHECK DAM.
4. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF
INSTALLATION.
5. CONTRACTOR IS REQUIRED TO BE A FILTREXX
CERTIFIED™ INSTALLER.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION
SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE
POSSIBLE. *NURSE CROP/TEMPORARY - RESEED ACCORDING TO
OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO
NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT
BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
TEMPORARY SEEDING
LATE WINTER & EARLY SPRING
SUMMER
FALL
MAINTENANCE:
INSPECT PIPE INLET PROTECTION AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE THE SEDIMENT
STORAGE AREA TO IT ORIGINAL DIMENSIONS.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP
DISPLACED FROM THE STONE HORSESHOE MUST BE
REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE
BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH THE ADJOINING AREAS AND
PROVIDE PERMANENT GROUND COVER.
RIP RAP ENERGY DISSIPATER DETAIL16NO SCALE
DETAILS
CONSTRUCTION
CAD FILE: W:\Civil\Solar\Cypress Creek Solar\Nash 97\CAD\Drawings\Construction\Nash 97 - Details.dwg LAYOUT: 9 DETAILS PLOTTED: 11/30/2018 1:51 PM BY: terry benton
10
REV DESCRIPTION
DSN CHK
DATE
DWN APP
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
11-30-2018
5310 SOUTH ALSTON AVE., BUILDING 300 :: DURHAM, NC 27713
20191058
-
MDD
TLB
CGO
CGO
3200 GATEWAY CENTRE BLVD., SUITE 100
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
ISSUED FOR
CONSTRUCTION
NASH 97 SOLAR 2
3485 ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
OUTLET Do 3Do La W RIP RAP CLASS d
SK-1 2.0" 6.0" 2.0' 2.0' CLASS A 9.0"
SK-2 2.0" 6.0" 2.0' 2.0' CLASS A 9.0"
SK-3 2.0" 6.0" 2.0' 2.0' CLASS A 9.0"
SK-4 2.0" 6.0" 2.0' 2.0'CLASS A 9.0"
SK-5 2.5" 7.5" 2.0' 2.0'CLASS A 9.0"
SK-6 1.5" 4.5" 2.0' 2.0'CLASS A 9.0"
PIPE 1 36.0" 108.0" 24.0' 19.3'CLASS B 22.0"
PIPE 2 15.0" 45.0" 5.0' 3.8'CLASS B 22.0"
10
C-9
TEMPORARY DIVERSION DITCH DETAILS15NO SCALE
6"
NOTES:
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING
ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND
SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED
PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH
PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE
BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED
BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR
THE BLANKET WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD
REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER
SEED AND COMPACTED SOIL. SECURE BLANKET OVER
COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF
THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY
ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE
BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS
AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING
THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED
THROUGH EACH OF THE COLORED DOTS CORRESPONDING
TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH
APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON BLANKET TYPE.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST
BE PLACED END OVER END (SHINGLE STYLE) WITH AN
APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART
ACROSS ENTIRE BLANKET WIDTH. NOTE: *IN LOOSE SOIL
CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS
GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY
SECURE THE BLANKETS.
DETAIL AND LANGUAGE PROVIDED BY NORTH AMERICAN GREEN
REV. 1/2004
12"
6"
2"-5"
3"
SLOPE INSTALLATION
3B.
3A.
1.
4.2.
5.
(5 CM-12.5 CM)
(30 CM)
(15 CM)
(15 CM)
(7.5 CM)
20 SLOPE MATTING INSTALLATION
NO SCALE
A
B
C
A
B C
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
Load Bearing
Plate
Tendon
Anchor Head
(Load-Locked
Position)Embedment(As Designed)Earth Anchor
Detail
2"-5"
(5-12.5cm)
3.3'
(1m)
6'
(1.8m)
3'
(0.9m)
4'
(1.2m)
1.6'
(0.5m)
2'
(0.6m)
0.7 Anchors per SQ.YD.
(0.8 Anchors per SQ. M.)
A B
C D
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
6'
(1.8m)
3.3'
(1m)
3.3'
(1m)
3'
(0.9m)
3.3'
(1m)
3.3'
(1m)1.6'
(0.5m)
3'
(0.9m)
1.5'(0.45m)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
1.15 Anchors per SQ.YD.
(1.35 Anchors per SQ. M.)
1.7 Anchors per SQ.YD.
(2.0 Anchors per SQ. M.)
2.3 Anchors per SQ.YD.
(2.7 Anchors per SQ. M.)Steep SlopesShallow SlopesChannel & Shoreline
Slopes
2:1
3:11.6'
(0.5m)
0.7 Anchors/SQ.YD.(0.8 Anchors/SQ. M.)
1.15 An
c
h
o
r
s
/
S
Q
.
Y
D
.
(
1
.
3
5

A
n
c
h
o
r
s
/
S
Q
.

M
.
)
1.7 A
n
c
h
o
r
s/
S
Q.
Y
D.
(
2.
0
A
n
c
h
or
s/
S
Q.
M.)2.3 Anchors/SQ.YD.(2.7 Anchors/SQ. M.)1:1
STAPLING PATTERNS
CHANNEL AND
LINER DEPTH EQUAL
TO DITCH DEPTH
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS AT LEAST WEEKLY AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION DITCH.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA IS
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND CHENNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
TRIANGULAR DITCH
NOTES:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
4. CHANNEL TO BE LINED WITH LINER LISTED IN TABLE ON SHEET C-5.
5. CHANNEL DEPTHS AND SIDE SLOPES LISTED IN TABLE ON SHEET C-5.
VARIES
1'3 DoDoLENGTH (La)
RIP RAP
PLAN
SECTION FILTER BLANKETWIDTH (W)d
(OR EQUIVALENT EROSION
(OR EQUIVALENT
OTHER AS
NOTED IN PLANS)
LINER AS NOTED IN PLANS)
17
COMPOST FILTER SOCK SLOPE
INTERRUPTION DETAIL
NO SCALE
TEMPORARY SKIMMER
OR RISER BASIN DITCH
WITH PROPOSED LINER
TRANSITION OF
TEMPORARY DITCH TO
TEMPORARY SKIMMER
BASIN OR RISER BASIN
CUT SLOPE
TEMPORARY SKIMMER OR RISER BASIN DITCH
CROSS-SECTION TO CONTINUE DOWN CUT
SLOPE OF BASIN AND END AT THE BOTTOM OF
THE BASIN. DITCH TO BE LINED WITH
SPECIFIED RIP RAP. (SEE SHEETS C-5 AND C-6
FOR RIP RAP SPECIFICATIONS)
SKIMMER OR RISER BASIN BOTTOM
S
K
IMM
E
R
O
R

R
I
S
E
R

B
A
S
I
N
C
U
T

S
LO
P
E
18 DITCH TO BASIN TRANSITION DETAIL
NO SCALE
19 MATERIAL SPOIL DETAIL
NO SCALE
MATERIAL SPOIL PILE.
TO BE SEEDED AND
STABILIZED
SILT FENCE TO BE PLACED ON
DOWN-GRADIENT OF ALL SIDES
OF ALL MATERIAL SPOIL PILES
MATERIAL SPOIL PILE
1
2 MAX.
EXISTI
N
G

G
R
A
D
E
EXISTI
N
G

G
R
A
D
E
MAINTENANCE:
INSPECT TEMPORARY ENERGY DISSIPATER AT LEAST WEEKLY AND AFTER EVERY RAINFALL
CHECKING FOR SCOUR, DISLODGED STONE AND DISLODGED BLANKET. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR RIPRAP AND/OR BLANEKT IF ANY HAVE BECOME
DISLODGED. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.