SW6190603_2019-06-20 Full Submittal-Cubera Solar SW_6/24/2019

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Transmittal
Date: June 20, 2019
Project Name: Cubera Solar, LLC
CDC Project: 11932
Stormwater Submittal
To: Suzanne McCoy
NCDEQ
State Offaee
512 N. Salisbury Street, Office 640K
Raleigh, NC 27604
Via: ® Mail ❑ Overnight ❑ Hand Delivered ❑ Pick up @ CDC Office ❑ Digital
Copies Date Description
-------------------- -------------------- ---------------------------------------------------------------------------------------------
2 2019-06-04 24" x 36" Plans & Details
-------------------- -------------------- ---------------------------------------------------------------------------------------------
2 2019-06-06 Stormwater Management Permit Application Form
-------------------- -------------------- ---------------------------------------------------------------------------------------------
1 . 2019-06-04 Erosion Control & Stormwater Calculations
1 2019-06-04 Property Deed
---------------------------------------------------------------------------------------------------------------------------------------
Remarks:
A check for $505 has been submitted by the applicant, Sean Anderson with Pine Gate
Renewables.
-- 0�e - - ----------------------------
JosCoude
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

DIaVIf R t+SB Ui+�Li
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
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.):
Cubera Solar. LLC
2. Location of Project (street address):
Meadowlark Road
CityQunn County:Harnette Zip.28334
3. Directions to project (from nearest major intersection):
1300 feet northwest of the intersection between roads NC5R 1715 and NCSR 1705
4. Latitude:35° 19' 47" N Longitude:780 36' 34" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - RenewaI 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:17 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:
Is the project located within 5 miles of a public airport? [-]No ®Yes
If yes, see S.L. 2012-200, Part VI: httl2://i2ortal.nedenr.org/web/Ir/rules-and-rgZiilations
Form SWU-101 Version Oct. 31, 2013 Page i of 6

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:Pine Gate Renewables LLC
Signing Official & Title:Patty Wright, Authorized Person
b. Contact information for person listed in item la above:
Street Address:130 Roberts St
City:Asheville State:NC Zip:28801
Mailing Address (if applicable):
City:
State:
Zip:
Phone: Fax: ( }
Email:
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 Owners 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/Organizationaohn & W u herby _
Signing Official & Title:Property Owner
b. Contact information for person listed in item 2a above:
Street Address:2107 Red Hill Church Road
City:Dunn State:NC Zip:28334
Mailing Address (if appIicable):
City:
Phone: f 1
Email:
State: Zip:
Fax:
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:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( } Fax: f 1
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
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
❑ Valid Building Permit
❑ Other:
Approval Date:
Issued Date:
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 Cape Fear River basin.
4. Total Property Area:18.96 acres
Total Coastal Wetlands Area: N/A acres
Total Surface Water Area: N/A acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+.18.96 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 (NHWj line or Mean Hi$h Water
(AfflM line, and coastal wetlands landward �`rom the NHW (or MHINj line. The resultant project area is used to
calculate overall percent built upon area (B A). 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 = 3.6 %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I 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.
Basin Information
Dramage Area 1
Diamage Area _
Dianna . Area
Drainer Area _
Receiving Stream Name
Black River
Stream Class *
C;Sw
Stream Index Number *
18-68-12-1
Total Drainage Area (so
825,834
On -site Drainage Area (sf)
825,834
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sq
29,448
Impervious Area** total
3.6
Irn xoub` Surface Area
DrainageArea 1
Dianna .Area _
T-hau-ta a Are.- _
Drama a Area _
On -site Buildi i /Lots (sf)
0
On -site Streets (sf)
19535
On -site Parking (sf)
0
On -site Sidewalks (sf)
0
Other on -site (sf)
9913
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
29448
* Stream Class and Index Number can be determined at: http://portal.ncdenr.or web/wq,�ps/csu/classiftcations
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*' "Report only that amount of existing BUA that will remain after development. Do not report any existing B UA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. Per the survey
provided, the existing ditch in the right-of-way allows all off -site drainage to bypass the site.
Protects in Union County: Contact DENWR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I5A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hft://Portal.ncdenr.oriz/web/wA/ws/su/bmj2 -manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
bttp://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athM.//portal.ncdenr.org/web/wq/­ws/suLpiVs.)
Please indicate that the following required information have been provided by initialing, in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package fromhl!g://portal.ncdenr.org/web/wA/ws/su/statesw/form§ does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions &Protective Covenants
Form. (if required as per Part VII below)
3. OriginaI of the applicable Supplement Form(s) (sealed, signed and datedl and O&M j1j �t
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h9r:/ /www.envhe!R.org/12a&es/onestol2exl2ress.htn-d for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location reap with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6
R M,
pl

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWTprior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3643 Page No: 0153
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC s vb,M -Aj w-J ,
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be Iisted as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secrel2a.state.nc.us/Corporations/CSearch.asRx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http:/IportaLncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Greg Hoffman
Consulting Firm: Civil Design Concepts, P.A.
Mailing Address:168 Patton Avenue
City:Asheville State:NC Zip:28801
Phone: f828 ) 252-5365Fax:
Eniail:ghoffman@cdcg�0-.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section) C&O. Ct
I, (print or type name of person listed in Contact Information, item 2a) lohn & lloughby , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item Ia) Pates Wright with (print or type name of organization Iisted in
Contact Information, item 1a) Pine.Gate Renewables, LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
Iease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of c!1il penalties of up to $25,O�er day, pursuant to NCGS 143-215.6.
Date:
a Notary Public fAthe State of ��_ County of
do hereby certify that 0u personally appeared
before me this day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
0TA, s
i.
y AU
' 8
"fffi����++++++
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires. 1�� 10 U ��-
1, (print or type name of person listed in Contact Information, item 1a) Pine Gate Renewables, LLC
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable ser 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Date: (P M 1'Zo tq
I, tAar-A Mtn - C1NA- a Notary Public for the State of County of
ComV-.X�c , do hereby certify that Q0.��W W rt. personally appeared
before me this A day of Orin , 201q , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
NpTAR V ry �
MY
COir1A48SIOPt EXPIRES C
U
PUB00 ?
SEAL
My commission expires T / Z1 1�
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

CUBERA SOLAR, LLC
EROSION CONTROL CALCULATIONS
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PREPARED FOR:
PINE GATE RENEWABLES, LLC
130 ROBERTS STREET
ASHEVILLE, NC 28801
[phone]
Civil
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Concepts, Pit
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Cubera Solar
CDC Proj ect No.: 11932
CDC Civil
Design
Concepts, PA
TABLE OF CONTENTS
1. Erosion Control and Stormwater Narrative
2. Impervious Calculations
3. EC Drainage Area Map
4. Erosion Control Calculations
• Sediment Basins
• Temporary Ditch
5. Culvert Calculations
• Driveway Culvert
6. Pipe Outlet Protection
7. NRCS Soil Report
8. Figures
• USGS Topo Map
• FEMA FIRMette Map
• NOAA Precipitation Tables
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

CUC-9MPA4
EROSION CONTROL AND STORMWATER NARRATIVE
General
Cubera Solar is currently an undeveloped 18.96-acre parcel (PIN# 0215-18-0197) located in
Dunn, NC, on Meadowlark Rd. The subject property is predominately farmland.
The proposed project consists of a solar array and access road that will be constructed in 1 phase.
The post project impervious total is approximately 3.6%.
Erosion Control
The proposed erosion control devices consist of a construction entrance, silt fences, temporary
ditches, and two skimmer basins. Approximately 16.1 acres will be disturbed by grading and
construction activities (of which 15.05 acres will be treated by the skimmer basins). Refer to the
construction plans for further detail on the erosion control measures.
Storm Drainage
A driveway culvert was sized based on the 10-year storm event. This culvert will allow runoff
from the drainage area above the site to continue flowing down existing ditches and into the
jurisdictional stream on the north side of the site (as it does in its currently undeveloped state).
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue, Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

Impervious Calculations:

CDCW ,D
Design
Concepts, Fi0.
IMPERVIOUS CALCULATIONS
ONSITE PROPERTY
CUBERA SOLAR, LLC
CDC Proj ect No.: 11932
Area Type
Pre -Development
SF
Post Development
SF
Farmland, Woods
825,834
796,386
Total Pervious:
825,834
796,386
Pavement
0
428
Concrete
0
834
Gravel
0
28,186
Total Impervious:
0
29,448
% Impervious:
0.0%
3.6%
Total Area:
825,834
825,834
Issued 5/6/2019

Erosion Control Drainage Area Map:

NoplfH
NORTHWESTERN DITCH DRAINAGE AREA
1.94 AC.
EXISTING DISCHARGE OUTLET
(JURISDICTIONAL STREAM)
PROPOSED SKIMMER BASIN (WEST)
DRAINAGE AREA (WEST)
9.19 AC.
I
9s
sp/ Gyki\
4lb
WESTERN DITCH DRAINAGE AREA
6.85 AC.
I,}
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I �
I
I �
I �
I
I
I
I I
I
I I
I
I
I I
I
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1
I
I
I I
ilk
Clivlii
Design DD Concepts, PA
NCBELS #: C-2184
EXISTING 18" CULVERT UNDER ROAD
PROPOSED SKIMMER BASIN (EAST)
DRAINAGE AREA (EAST)
5.86 AC.
�
I
EXISTING PROPERTY LINE TYP
f�
� I
\f�
I
\
f
TEMPORARY DITCH "A" TYP
S5°5
56' E
8
8.67'
dG ,
�. 1
PROPOSED SOLAR ARRAY
\ � \ _ � GGIL OFIVE �CryAW LINK FENCE Cy=J 11
PROPOSED 18" RCP DRIVEWAY CULVERT
CUBERA SOLAR, LLC
EROSION CONTROL DRAINAGE AREA MAP
MAY 2019

Erosion Control Calculations:

"Am
— AdbkL
C
DD
CUBERA SOLAR, LLC
CDC Proj ect No.: 11932
TEMPORARY SEDIMENT BASIN SCHEDULE
BASIN INFORMATION
Trap/Basin ID
East
West
Units
Basin Type
Skimmer
Skimmer
Maximum Drainage Area
10
10
acre
Drainage Area (DA)
5.86
9.19
acre
Disturbed Area
5.86
9.19
acre
Runoff Coefficient (C)
0.6
0.6
Rainfall Intensity (I10)
7.91
7.91
in/hr
Top of Water Length
180
170
feet
Top of Water Width
52
85
feet
L/W Ratio
3.5:1
2.0:1
feet
Water Depth
3.00
3.00
feet
Side Slope Ratio
2.00
2.00
X:1
Bottom of Basin Length
168
158
feet
Bottom of Basin Width
40
73
feet
SURFACE AREA & VOLUME
Runoff (10 Year Event)
27.81
43.62
cfs
Minimum Volume
10,548
16,542
cu-ft
Volume Provided
24,120
38,976
cu-ft
Minimum Surface Area
9,039
14,175
sq-ft
Surface Area Provided
9,360
14,450
sq-ft
SKIMMER SIZE
Drawdown Time
3
3
days
Skimmer Size
3.0
4.0
inch
Orifice Diameter
2.7
3.2
inch
Does the basin have a spillway? Yes
SPILLWAY SIZE
Spillway Dimensions
12x1.5'
12x1.5'
feet
Water Depth
0.78
1.05
feet
Free -Board
0.72
0.45
feet
NCDENR E&SC Manual (Ch 6.6)
Weighted Coefficient
2:1 Min, 6:1 Max
2' min for Skimmer & Basin
= Lt - 2 (Slope x Depth)
= Wt - 2 (Slope x Depth)
=DAxCxI
In NC assume 3 days
Faircloth Skimmer Chart
Faircloth Orifice Factors
Notes:
1. Spillway dimensions are based on Table 6.60a "Design of Spillways" from the NC Erosion & Sediment Control Planning & Design
Manual
2. Rainfall Intensity, I, is obtained from Appendix 8.03.07 from the NC Erosion & Sediment Control Planning & Design Manual
3. Skimmer Design is based off of the Faircloth Skimmer Packet
4. Drawdown time is per NCDENR requirements
Issued 6/3/2019

Hydrology Report
Hydraflow Express Extension for Autodesk0 AutoCADO Civil 3D0 by Autodesk, Inc.
Friday, Apr 26 2019
Hydrology Report - 10 Year
Hydrograph type = Rational
Peak discharge (cfs)
= 32.82
Storm frequency (yrs) = 10
Time interval (min)
= 1
Drainage area (ac) = 6.920
Runoff coeff. (C)
= 0.6
Rainfall Inten (in/hr) = 7.904
Tc by User (min)
= 5
OF Curve = Rainfall OF Curve.IDF
Rec limb factor
= 1.00
Q (cfs)
35.00
30.00
25.00
15.00
10.00
5.00
0.00 --y
0
Runoff Hyd - Qp = 32.82 (cfs)
Runoff Hydrograph
10-yr frequency
5
Hydrograph Volume = 9,845 (cult); 0.226 (acft)
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
'- 0.00
10
Time (min)

5/3/2019
ECMDS 7.0
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Temporary Ditch "A"
Name
Discharge
Peak Flow Period
Channel Slope
Channel Bottom Width
Left Side Slope
Right Side Slope
Low Flow Liner
Retardence Class
Vegetation Type
Vegetation Density
Soil Type
Temporary Ditch "A"
32.82
24
0.01
0
2
2
C 6-12 in
Mix (Sod and Bunch)
Good 75-95%
Sandy Loam (GM)
Unreinforced Vegetation
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
Phase
Reach
Discharge
Velocity
Normal
Mannings N
Permissable
Calculated
Safety
Remarks
Staple
Depth
Shear Stress
Shear Stress
Factor
Pattern
Unreinforced
Straight 32.82 cfs 2.84 ft/s 2.41 ft
0.055 4 Ibs/ft2
1.5 Ibs/ft2
2.67 STABLE
Vegetation
Underlying
Straight 32.82 cfs 2.84 ft/s 2.41 ft
0.055 5.66 Ibs/ft2
0.67 Ibs/ft2
8.44 STABLE
Substrate
https://ecmds.com/project/140084/channel-analysis/162980/show 1 /1

Culvert Calculations:

Hydrology Report
Hydraflow Express Extension for Autodesk0 AutoCADO Civil 3D0 by Autodesk, Inc.
Monday, May 6 2019
Hydrology Report - 10 Year
Hydrograph type = Rational
Peak discharge (cfs)
= 19.40
Storm frequency (yrs) = 10
Time interval (min)
= 1
Drainage area (ac) = 4.090
Runoff coeff. (C)
= 0.6
Rainfall Inten (in/hr) = 7.904
Tc by User (min)
= 5
OF Curve = Rainfall OF Curve.lDF
Rec limb factor
= 1.00
Q (cfs)
21.00
18.00
15.00
12.00
9.00
6.00
3.00
0 00
0
Runoff Hyd - Qp = 19.40 (cfs)
Hydrograph Volume = 5,819 (cult); 0.134 (acft)
Runoff Hydrograph
10-yr frequency
v vv 5 10
Time (min)

Culvert Report
Hydraflow Express Extension for Autodesk0 AutoCADO Civil 3D0 by Autodesk, Inc. Monday, May 6 2019
DRIVEWAY CULVERT
Invert Elev Dn (ft)
= 218.70
Calculations
Pipe Length (ft)
= 26.35
Qmin (cfs)
= 0.00
Slope (%)
= 1.29
Qmax (cfs)
= 19.40
Invert Elev Up (ft)
= 219.04
Tailwater Elev (ft)
= (dc+D)/2
Rise (in)
= 18.0
Shape
= Circular
Highlighted
Span (in)
= 18.0
Qtotal (cfs)
= 19.40
No. Barrels
= 1
Qpipe (cfs)
= 10.73
n-Value
= 0.012
Qovertop (cfs)
= 8.67
Culvert Type
= Circular Concrete
Veloc Dn (ft/s)
= 6.31
Culvert Entrance
= Groove end projecting (C)
Veloc Up (ft/s)
= 6.79
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.2
HGL Dn (ft)
= 220.08
HGL Up (ft)
= 220.30
Embankment
Hw Elev (ft)
= 221.23
Top Elevation (ft)
= 221.00
Hw/D (ft)
= 1.46
Top Width (ft)
= 21.75
Flow Regime
= Inlet Control
Crest Width (ft)
= 26.35
El. (R)
222.00
221.00
220.OD
219.00
213.00
217 00
DRIVEWAY CULVERT
5 10 15 20 25 30 35 40 45
Ci-1w Calvert HGL Embank
Hw Depth (R)
2.96
1.96
0.96
-0.04
-1.❑4
-2 ❑4
50
Reach (R)

Pipe Outlet Protection:

Appendices
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < 0.5 diameter).
99FRuegFuRe— Temporary Ditch "A" LENGTH: loft
DISCHARGE: 32.82 cfs WIDTH: 22 ft
POPE DNA. (B-)- v = 2.84 ft/s d50: 0.50 ft
DEPTH: 1.5 ft
Rev. 12/93 8.06.3

NRCS Soil Report:

USDA united states
Department of
Agriculture
MRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Harnett County,
North Carolina
Cubera Solar
April 26, 2019

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require

alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.

Contents
Preface....................................................................................................................
2
SoilMap..................................................................................................................
5
SoilMap................................................................................................................6
Legend..................................................................................................................7
MapUnit Legend..................................................................................................
8
MapUnit Descriptions..........................................................................................
8
Harnett County, North Carolina.......................................................................10
GoA—Goldsboro loamy sand, 0 to 2 percent slopes, Southern Coastal
Plain......................................................................................................10
NoA—Norfolk loamy sand, 0 to 2 percent slopes........................................11
NoB—Norfolk loamy sand, 2 to 6 percent slopes........................................12
Ra—Rains sandy loam, 0 to 2 percent slopes ............................................
13

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

Custom Soil Resource Report
Soil Map
716890 716940 716990 717040 717090 717140 717190 717240 717290 717340 717390
35° 19' 55" N - r V I I I 35° 19' 55" N
+►. �.k �` � Tom* - °�
T.
rnN—�_rw
N
it
o *WON"-
35o 19'44"N - 35° 19'44" N
716890 716940 716990 717040 717090 717140 717190 717240 717290 717340 717390
3: 3:
o b
Map Scale: 1:2,400 if printed on A landscape (11" x 8.5") sheet. N
Meters
N 0 35 70 140 210
Feet
0 100 200 400 E00
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM 7_a3e 17N WGS84
6

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Iwo
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
A.
Lava Flow
.&
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
oa
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
Other
misunderstanding of the detail of mapping and accuracy of soil
�-
Special Line Features
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
Water Features
scale.
Streams and Canals
Transportation
Please rely on the bar scale on each map sheet for map
--+-*
Rails
measurements.
. 0
Interstate Highways
Source of Map: Natural Resources Conservation Service
US Routes
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Major Roads
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Background
distance and area. A projection that preserves area, such as the
Aerial Photography
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 15, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 29, 2014—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
7

Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
GoA
Goldsboro loamy sand, 0 to 2
percent slopes, Southern
Coastal Plain
6.5
29.0%
NoA
Norfolk loamy sand, 0 to 2
percent slopes
10.3
45.9%
NoB
Norfolk loamy sand, 2 to 6
percent slopes
3.4
15.3%
Ra
Rains sandy loam, 0 to 2
percent slopes
2.2
9.8%
Totals for Area of Interest
22.4
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.

Custom Soil Resource Report
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.

Custom Soil Resource Report
Harnett County, North Carolina
GoA—Goldsboro loamy sand, 0 to 2 percent slopes, Southern Coastal
Plain
Map Unit Setting
National map unit symbol. 2v750
Elevation: 110 to 300 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Goldsboro and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Goldsboro
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 9 inches: loamy sand
E - 9 to 12 inches: loamy sand
Bt - 12 to 62 inches: sandy clay loam
Btg - 62 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Norfolk
Percent of map unit. 8 percent
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (three-dimensional): Talf
10

Custom Soil Resource Report
Down -slope shape: Convex, linear
Across -slope shape: Convex, linear
Hydric soil rating: No
Lynchburg
Percent of map unit. 7 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
NoA—Norfolk loamy sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol. 2v75w
Elevation: 10 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex, linear
Across -slope shape: Convex, linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 14 inches: loamy sand
Bt - 14 to 65 inches: sandy clay loam
BC - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
11

Custom Soil Resource Report
Available water storage in profile: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 1
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Goldsboro
Percent of map unit. 9 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Wagram
Percent of map unit. 8 percent
Landform: Broad interstream divides on marine terraces, ridges on marine
terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest, talf
Down -slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
NoB—Norfolk loamy sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol. 2v75y
Elevation: 30 to 450 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex, linear
Across -slope shape: Convex, linear
Parent material: Loamy marine deposits
12

Custom Soil Resource Report
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 14 inches: loamy sand
Bt - 14 to 65 inches: sandy clay loam
BC - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Wagram
Percent of map unit. 10 percent
Landform: Broad interstream divides on marine terraces, ridges on marine
terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Riser, rise
Down -slope shape: Convex, linear
Across -slope shape: Convex
Hydric soil rating: No
Goldsboro
Percent of map unit. 7 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Ra—Rains sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2v760
Elevation: 30 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
13

Custom Soil Resource Report
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Rains, undrained, and similar soils: 58 percent
Rains, drained, and similar soils: 24 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Rains, Undrained
Setting
Landform: Carolina bays on marine terraces, broad interstream divides on marine
terraces, flats on marine terraces
Landform position (three-dimensional): Dip, talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
A - 0 to 6 inches: sandy loam
Eg - 6 to 12 inches: sandy loam
Btg - 12 to 65 inches: sandy clay loam
BCg - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Description of Rains, Drained
Setting
Landform: Carolina bays on marine terraces, broad interstream divides on marine
terraces, flats on marine terraces
Landform position (three-dimensional): Dip, talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 6 inches: sandy loam
Eg - 6 to 12 inches: sandy loam
Btg - 12 to 65 inches: sandy clay loam
BCg - 65 to 80 inches: sandy clay loam
14

Custom Soil Resource Report
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 12 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B
Hydric soil rating: Yes
Minor Components
Lynchburg
Percent of map unit. 10 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Pantego, undrained
Percent of map unit. 8 percent
Landform: Stream terraces, flats, broad interstream divides
Landform position (three-dimensional): Tread, talf
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
15

Figures:

IS
USGS U.S. DEPARTMENT
GEOLOGICAL GIICAL SURV YERIOR
science for a changing world
78°37'30" 35'
35°22'30° 716000mE 717 718 719
391700OM N
20'
I1
N91
391 L
0
3912
I[
391
390E
17'30"
3907
390E
3905
550 000
FEET
3904
35°15'
78°37'30" 717
Produced by the United States Geological Survey
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 17S
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
Imagery ..................................................NAIP, June 2014
Roads ................................ U.S. Census Bureau, 2015 - 2016
Names..........................................................GNIS, 2016
Hydrography ....................National Hydrography Dataset, 2014
Contours............................National Elevation Dataset, 2008
Boundaries ............ Multiple sources; see metadata file 1972 - 2016
Wetlands ......... FWS National Wetlands Inventory 1977 - 2014
720
The National Map
w. u6 iopo
721 1 722
32'30"
723 724 1 2 140 000 FEET 725
726
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LEWIS I
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L YTEWRDROyCJgCkSp
- -
118 1 2 120 000 Ftt I
N
9° 8"
162 MILS N
1 ° 24 "
25 MILS
UTM GRID AND 2016 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
U.S. National Grid
100,000-m Square ID
QV
Grid Zone Designation
17S
35' '20 '21 1 '22 '23 32'30" '24
SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1000 2000
1 0.5 0 1
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.19
1 '25
NORTH CAROLINA
■
QUADRANGLE LOCATION
1 Coats
1 2 3 2 Benson
3 Four Oaks
4 5 4 Erwin
5 Peacocks Crossroads
6 Wade
6 7 8 7 Mingo
8 Timothy
ADJOINING QUADRANGLES
590 000
FEET
3916
3915
3914
3913
20'
3912
3911
3910
3909
17'30"
3908
3907
3906
3905
3904000m N
726 727000mE 35°15'
78°30'
ROAD CLASSIFICATION
Expressway Local Connector
Secondary Hwy Local Road
Ramp 4WD ------
. Interstate Route C3 US Route O State Route
DUNN, NC
2016

National Flood Hazard Layer FI RMette
O FEMA
Legend
35°20'4.73"N
0 250 500 1,000 1,500 2,000
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD With BFE or Depth zone AE, AD, AH, VE, AR
HAZARD AREAS Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone
Future Conditions 1% Annual
Chance Flood Hazard zonex
III, Area with Reduced Flood Risk due to
)THEIR AREAS OF Levee. See Notes. zone
FLOOD HAZARD FA d' Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zonex
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard
GENERAL ---- Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIIII Levee, Dike, or Floodwall
e zo.s Cross Sections with 1% Annual Chance
17•5 Water Surface Elevation
o- — — Coastal Transect
—513— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
-- --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
❑ Digital Data Available N
0 No Digital Data Available
MAP PANELS ® Unmapped
p The pin displayed on the map is an approximate
T point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 5/2/2019 at 3:59:46 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

NOAA Atlas 14, Volume 2, Version 3
' Location name: Dunn, North Carolina, USA*;
Latitude: 35.3276*, Longitude:-78.6124*
Elevation: 214.07 ft**
*source ESRI Maps'w
**source USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)'
Average recurrence interval (years)
Duration �1��2��5� 10 25 50 100 200 500 1000
0.436
0.513
0.593
0.659
0.735
0.793
0.848
0.899
0.961
1.01
5-min
(0.399-0.479)
(0.470-0.563)
(0.542-0.650)
(0.602-0.723)
(0.668-0.804)
(0.718-0.867)
(0.763-0.925)
(0.805-0.982)
(0.853-1.05)
(0.892-1.11)
0.697
0.820
0.950
1.06
1.17
1.26
1.35
1.43
1.52
1.60
10-min
(0.637-0.765)
(0.751-0.901)
1 (0.868-1.04)
1 (0.962-1.16)
1 (1.07-1.28)
1 (1.14-1.38)
1 (1.21-1.47)
1 (1.28-1.56)
1 (1.35-1.66)
1 (1.41-1.75)
15-min
0.871
(0.796-0.956)
1.03
(0.945-1.13)
1.20
1 (1.10-1.32)
1.33
1 (1.22-1.46)
1.49
1 (1.35-1.63)
1.60
1 (1.45-1.75)
1.70
1 (1.53-1.86)
1.80
1 (1.61-1.96)
1.91
(1.70-2.09)
2.00
(1.76-2.19)
30-min
1.19
(1.09-1.31)1
1.42
(1.31-1.56)
1.71
1 (1.56-1.87)
1.93
1 (1.76-2.12)
2.20
1 (2.00-2.41)
2.41
1 (2.18-2.63)
2.61
2.80
1 (2.51-3.06) 11
3.05
(2.70-3.33)
3.25
1 (2.86-3.55)
60-min
1.49
(1.36-1.64)
1.79
1 (1.64-1.96)
2.19
1 (2.00-2.40)
2.52
(2.30-2.76)
2.93
(2.66-3.21)
3.26
(2.96-3.57)
3.59
(3.23-3.92)
3.93
1 (3.52-4.29)
4.37
(3.88-4.77)
4.74
(4.17-5.18)
2-hr
3-hr
1.75
(1.58-1.95)1
1.86
(1.68-2.08)
2.11
(1.91-2.35)
2.24
1 (2.03-2.50)
2.63
1 (2.37-2.92)
2.80
1 (2.53-3.13)
3.06
(2.76-3.40)
3.29
1 (2.97-3.67)
3.63
(3.26-4.04)
3.95
1 (3.54-4.39)
4.11
(3.67-4.56)
4.51
1 (4.02-5.02)
4.60
(4.08-5.10)
5.10
1 (4.51-5.67)
5.10
1 (4.49-5.65)
5.73
1 (5.02-6.37)
5.80
(5.06-6.42)
6.62
(5.73-7.35)
6.39
(5.52-7.08)
7.39
(6.33-8.22)
6-hr
2.21
(2.01-2.46)1
2.67
(2.43-2.97)
3.35
1 (3.03-3.71)
3.94
1 (3.56-4.37)
4.74
1 (4.26-5.25)
5.44
1 (4.85-6.01)
6.17
6.95
1 (6.08-7.66)
8.07
(6.97-8.89)
9.05
(7.71-9.99)
12-hr
2.60
(2.35-2.90)
3.14
(2.84-3.50)
3.95
(3.57-4.41)
4.68
(4.20-5.21)
5.67
(5.06-6.30)
6.54
(5.79-7.24)
7.46
(6.54-8.26)
8.47
(7.34-9.37)
9.92
(8.46-11.0)
11.2
(9.42-12.4)
24-hr
3.05
(2.78-3.35)
3.70
(3.38-4.07)
4.74
(4.31-5.21)
5.58
(5.06-6.13)
6.75
(6.11-7.43)
7.73
(6.95-8.50)
8.75
(7.85-9.62)
9.84
(8.78-10.8)
11.4
(10.1-12.6)
12.7
(11.1-14.0)
2tlay
3.57
(3.27-3.90)
4.32
(3.96-4.71)
5.48
1 (5.01-5.98)
6.42
1 (5.85-7.00)
7.73
(7.03-8.44)
8.81
(7.96-9.62)
9.95
1 (8.95-10.9)
11.2
1 (9.98-12.2)
12.9
(11.4-14.1)
14.3
(12.6-15.7)
3tlay
3.80
(3.50-4.13)
4.59
1 (4.22-4.99)
5.79
1 (5.31-6.29)
6.75
1 (6.18-7.33)
8.10
(7.38-8.79)
9.20
(8.35-9.99)
10.4
1 (9.35-11.3)
11.6
1 (10.4-12.6)
13.3
(11.9-14.5)
14.7
(13.0-16.1)
4tlay
4.03
(3.72-4.36)
4.86
(4.49-5.26)
6.10
(5.61-6.60)
7.08
(6.51-7.65)
8.46
(7.74-9.15)
9.58
1 (8.73-10.4)
10.8
1 (9.75-11.7)
12.0
1 (10.8-13.0)
13.7
(12.3-14.9)
15.2
(13.5-16.5)
7tlay
4.67
(4.31-5.07)
5.60
(5.17-6.08)
6.95
(6.39-7.54)
8.01
(7.35-8.69)
9.49
(8.68-10.3)
10.7
1 (9.74-11.6)
11.9
13.2
1 (11.9-14.4)
15.0
(13.4-16.4)
16.5
(14.7-18.0)
10tlay 5.33 6.37 7.77 8.87 10.4 11.5 12.8 14.0 15.7 17.1
(4.97-5.72) 1 (5.94-6.85) 1 (7.23-8.35) 1 (8.22-9.52) 1 (9.57-11.1) 1 (10.6-12.4) 1 (11.7-13.7) 1 (12.8-15.1) (14.3-17.0) (15.5-18.5)
20tlay 7.18 8.53 10.2 11.6 13.4 14.8 16.3 17.8 19.8 21.4
(6.69-7.72)1 (7.94-9.17) 1 (9.51-11.0) 1 (12.4-14.4) (13.7-15.9) 1 (15.0-17.5) 1 (16.3-19.1) (18.0-21.4) (19.4-23.1)
30tlay 8.95 10.6 12.5 13.9 15.9 17.4 18.9 20.4 22.4 24.0
(8.35-9.61) 1 (9.88-11.4) 1 (11.6-13.4) 1 (13.0-15.0) 1 (14.7-17.1) 1 (16.1-18.7) 1 (17.4-20.3) 1 (18.8-21.9) (20.5-24.1) (21.9-25.9)
45tlay 11.4 13.4 15.5 17.2 19.3 21.0 22.6 24.2 26.3 28.0
(10.7-12.1)1 (12.6-14.3) 1 (14.6-16.6) 1 (18.1-20.6) (19.6-22.4) 1 (22.5-25.9) (24.3-28.2) (25.8-30.0)
60tlay 13.6 16.0 18.4 20.2 22.5 24.3 26.1 27.8 30.0 31.7
(12.8-14.5) (15.0-17.0) (17.3-19.5) (19.0-21.5) (21.1-24.0) (22.8-25.9) (24.3-27.8) (25.9-296) (27.8-32.1) (29.3-34.0)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90 % confidence interval. The probability that precipitation frequency estimates
(for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds
are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top

NOAA Atlas 14, Volume 2, Version 3
' Location name: Dunn, North Carolina, USA*;
Latitude: 35.3276*, Longitude:-78.6124*
Elevation: 214.07 ft**
wo**source:
*source ESRI Maps
USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1
Average recurrence interval (years)
1 2 5 10 25 50 100 200 500 1000
5-min
5.23
(4.79-5.75)
6.16
1 (5.64-6.76)
7.12
1 (6.50-7.80)
7.91
1 (7.22-8.68)
8.82
(8.02-9.65)
9.52
(8.62-10.4)
10.2
(9.16-11.1)
10.8
(9.66-11.8)
11.5
(10.2-12.6)
12.2
(10.7-13.3)
10-min
4.18
(3.82-4.59)
4.92
1 (4.51-5.41)
5.70
1 (5.21-6.25)
6.33
1 (5.77-6.94)
7.03
(6.39-7.69)
7.58
(6.86-8.28)
8.08
(7.27-8.82)
8.55
(7.66-9.34)
9.12
(8.09-9.97)
9.58
(8.43-10.5)
15-min
3.48
(3.18-3.82)
4.12
(3.78-4.53)
4.80
(4.39-5.27)
5.34
(4.87-5.85)
5.94
(5.40-6.50)
6.40
(5.79-6.99)
6.81
(6.13-7.44)
7.19
(6.44-7.85)
7.66
(6.79-8.36)
8.02
(7.05-8.77)
30-min
2.39
(2.18-2.62)
2.85
(2.61-3.13)
3.41
(3.12-3.74)
3.87
(3.53-4.24)
4.40
(4.00-4.81)
4.82
(4.36-5.26)
5.22
(4.69-5.69)
5.60
(5.01-6.11)
6.09
(5.40-6.65)
6.49
(5.71-7.10)
60-min
1.49
(1.36-1.64)
1.79
1 (1.64-1.96)
2.19
1 (2.00-2.40)
2.52
1 (2.30-2.76)
2.93
1 (2.66-3.21)
3.26
(2.96-3.57)
3.59
(3.23-3.92)
3.93
(3.52-4.29)
4.37
(3.88-4.77)
4.74
(4.17-5.18)
2-hr
0.874
(0.790-0.974)
1.06
(0.956-1.17)
1.31
1 (1.19-1.46)
1.53
1 (1.38-1.70)
1.82
1 (1.63-2.02)
2.06
(1.84-2.28)
2.30
(2.04-2.55)
2.55
(2.25-2.83)
2.90
(2.53-3.21)
3.19
(2.76-3.54)
0.618
0.746
0.932
1.10
1.32
1.50
1.70
1.91
2.20
2.46
3-hr
(0.560-0.691)
(0.676-0.833)
(0.843-1.04)
(0.989-1.22)
1 (1.18-1.46)
1 (1.34-1.67)
1 (1.50-1.89)
1 (1.67-2.12)
1 (1.91-2.45)
1 (2.11-2.74)
0.369
0.446
0.559
0.658
0.792
0.908
1.03
1.16
1.35
1.51
6-hr
(0.336-0.411)
(0.406-0.496)
(0.507-0.620)
(0.595-0.729)
(0.711-0.876)
(0.810-1.00)
(0.910-1.14)
1 (1.16-1.49)
(1.29-1.67)
0.216
0.260
0.328
0.388
0.471
0.543
0.619
0.703
0.824
0.930
12-hr
(0.195-0.241)
(0.236-0.290)
(0.296-0.366)
(0.349-0.432)
(0.420-0.522)
(0.481-0.601)
(0.543-0.685)
(0.609-0.777)
(0.702-0.911)
(0.782-1.03)
0.127
0.154
0.197
0.232
0.281
0.322
0.365
0.410
0.475
0.528
24-hr
(0.116-0.140)
(0.141-0.170)
(0.180-0.217)
(0.211-0.255)
(0.254-0.310)
(0.290-0.354)
(0.327-0.401)
(0.366-0.451)
(0.420-0.524)
(0.464-0.583)
0.074
0.090
0.114
0.134
0.161
0.184
0.207
0.232
0.268
0.297
2-day
(0.068-0.081)
(0.082-0.098)
(0.104-0.125)
(0.122-0.146)
(0.146-0.176)
(0.166-0.200)
(0.186-0.227)
(0.208-0.255)
(0.238-0.295)
(0.262-0.328)
0.053
0.064
0.080
0.094
0.112
0.128
0.144
0.161
0.185
0.204
3-day
(0.049-0.057)
(0.059-0.069)
(0.074-0.087)
(0.086-0.102)
(0.103-0.122)
(0.116-0.139)
(0.130-0.156)
(0.144-0.175)
(0.165-0.202)
(0.181-0.224)
0.042
0.051
0.064
0.074
0.088
0.100
0.112
0.125
0.143
0.158
4-day
(0.039-0.045)
(0.047-0.055)
(0.058-0.069)
(0.068-0.080)
(0.081-0.095)
(0.091-0.108)
(0.102-0.121)
(0.113-0.136)
(0.128-0.156)
(0.140-0.172)
0.028
0.033
0.041
0.048
0.056
0.064
0.071
0.079
0.089
0.098
7-day
(0.026-0.030)
(0.031-0.036)
(0.038-0.045)
(0.044-0.052)
(0.052-0.061)
(0.058-0.069)
(0.064-0.077)
(0.071-0.086)
(0.080-0.098)
(0.087-0.107)
10tlay 0.022 0.027 0.032 0.037 0.043 0.048 0.053 0.058 0.066 0.071
(0.021-0.024) (0.025-0.029) (0.030-0.035) (0.034-0.040) (0.040-0.046) (0.044-0.052) (0.049-0.057) (0.053-0.063) (0.060-0.071) (0.064-0.077)
20tlay 0.015 0.018 0.021 0.024 0.028 0.031 0.034 0.037 0.041 0.045
(0.014-0.016) (0.017-0.019) (0.020-0.023) (0.022-0.026) (0.026-0.030) (0.028-0.033) (0.031-0.036) (0.034-0.040) (0.038-0.044) (0.040-0.048)
30tlay 0.012 0.015 0.017 0.019 0.022 0.024 0.026 0.028 0.031 0.033
(0.012-0.013) (0.014-0.016) (0.016-0.019) (0.018-0.021) (0.020-0.024) (0.022-0.026) (0.024-0.028) (0.026-0.030) (0.028-0.034) (0.030-0.036)
45tlay 0.011 0.012 0.014 0.016 0.018 0.019 0.021 0.022 0.024 0.026
(0.010-0.011) (0.012-0.013) (0.013-0.015) (0.015-0.017) (0.017-0.019) (0.018-0.021) (0.019-0.022) (0.021-0.024) (0.023-0.026) (0.024-0.028)
60tlay 0.009 0.011 0.013 0.014 0.016 0.017 0.018 0.019 0.021 0.022
(0.009-0.010) (0.010-0.012) (0.012-0.014) (0.013-0.015) (0.015-0.017) (0.016-0.018) (0.017-0.019) (0.018-0.021) (0.019-0.022) (0.020-0.024)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90 % confidence interval. The probability that precipitation frequency estimates (for
a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top

B3643 - P153
HARNE x NTY TAX ID #
` 3�1 M7
10-02�
For Registration Kimberly S. Hargrove
Register of Deeds
Harnett County, NC
Electronically Recorded
2018 Oct 01 0228 PM NC Rev Stamp: $ 0,00
Book: 3643 Page:153 - 155 Fee: $ 26.00
Instrument Number: 2018013979
Prepared By and Mail To: � r�
P. Ttl& ►an Pope, Esquire
Pope Law Group, P.A.
Post Office Box 928
Dunn, North Carolina 28335 S J
The attorney preparing this "t ide to record search or title examination of the
ptoperty described herein and e e oop`inions as to title or tax consequences, unless
contained in a separate written ce tLki
Y 4
{
f
Revenue: $None z Parcel No..1.517-65-0443.000
NORTH CAROLINA _
HARNETT COUNTY
_ WARRANTY DEED
THIS DEED, made this �} day of &pftnib", 41 ae een The Willoughby,
LLC, 2107 Red Hill Church Road, Dunn, North Carolina 28334, herT- Oa w re erred to as Grantor,
and John A. Willoughby and wife, Clarice L. Willoughby, 2107 e. h h Road, Dunn,
North Carolina 28334, hereinafter referred to as Grantee;
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the i♦ecet��iich� is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey'u,nttGrare
in fee simple, all that certain lot or parcel of land situated in Harnett County, Northd
rnore particularly described as follows: f ,ems
submitted electronically by "Pope Law Group, PA"
in compliance with North carolina statutes governing recordable documents
and the terms of the submitter agreement with the Harnett county Register of Deeds.

B3643 - P154
L�x GINNING at a point in the center of a drainage ditch and in the Bernard Godwin
_,IW ame being 30 ft. from the center of State Road No. 1715, and runs along the road
ht E way South 0 degrees 41 minutes East 790 feet to a stake in another old line
otuue Tart lands; thence North 86 degrees 02 minutes West 1053.8 feet to
<,,-'4d
irons a in the original line, now owned by Maude Williams; thence as said line,
dMMthe
inutes East 819.2 feet to an iron stake in the ditch, a comer with
e and ce along that line in the ditch North 86 degrees 17 minutes East
toINNING and contains 19 acres, more or less. This description
Is ac or toy sure trade by W. J. Lambert, R.S., on January 12, 1967, and is apart
of th d &sc�ir de d recorded in Book 339, Page 277, and in Book 2, Page
133, Haett eauty Rtry.
The above o land is described in a deed from George F. Glover and
wife, Jackie L ov r, t W Ric Sorrell dated January 20, 1967, filed in Harnett
County Registry n Book 492, Page 124.
THIS IS NOT THE
r
TO HAVE AND TO H LD
appurtenances thereunto belonging toq e
OF THE GRANTOR.
said lot or parcel of land and all privileges and
in fee simple.
And the Grantor covenants with the Grapte Grp
f
simple, has the right to convey the same in fe im le; tha tle�
encumbrances, and that Grantor will warranandefd tlfe
persons whomsoever except for the exceptions'h reina E
described is subject to the following exceptions.
1. General utility easements for phone and power�urLses-
2. Roadways, and rights -of -way of record and those bt } 1
itor is seized of the premises in fee
s marketable and free and clear of all
tide against the lawful claims of all
4. Title to the property hereinabove
easements.
in of the premises.
3. Such facts as an environmental study on the subject pr ert ,by' environmental engineer
would reveal. }
4. Such facts that would be revealed by a recent as -built survey ski thult tract by a registered
land surveyor. f
The designation Grantor and Grantee as used herein shall ii�f said es, their heirs,
successors and assigns, and shall include singular, plural, masculine, f�opfieu required by
context.

133643 - P155
WITNESS WHEREOF,
ye x ove written.
l
NORTH GALI4A
HARNETT COT r�
I, cr%'
��
Willoughby, Manager of
appeared before me this
WITNESS my hand
AREIV "I,,
bs N
r C
0�N7Y
the Grantor has hereunto set their hands and seals, the day and
The Willoughby, LLC
BY:
John A. WillougfiTy, Manager
a Notary Public, do hereby certify that John A.
a North Carolina limited liability company, personally
)w edged the execution of the foregoing instrument.
r
tI
W-w
Sepmmk aK, 2018.

DEVELOPMENT DATA
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER
CONTACT:
PINE GATE RENEWABLES, LLC
130 ROBERTS STREET
ASHEVILLE, NC 28801
MURPHY DOTY
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
GREGORY HOFFMAN, P.E.
[phone]
UBE
AR , LLC
MEADOWLARK RD
DUNN, NORTH CAROLINA
PREPARED FOR:
PINE GATE RENEWABLES, LLC
130 ROBERTS AVENUE
ASHEVILLE, NC 28801
Sheet No.
C000
C101
C201
C301
C921
C931
C932
INDEX OF SHEETS
Title
COVER SHEET
SURVEY (BY OTHERS)
EXISTING CONDITIONS AND DEMOLITION PLAN
SITE PLAN
GRADING & EROSION CONTROL PLAN
SITE DETAILS
GRADING & EROSION CONTROL DETAILS
SKIMMER BASIN DETAILS
PROJEC T P
S/ TE
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VICINITY MAP
(NOT TO SCALE)
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LEGEND
N/F
DOGWOOC
LAND HO
DB 3433
PIN# 151
DB DEED BOOK
EP EDGE OF PAVEMENT
GRID GRID DISTANCE
GRND GROUND DISTANCE
GW GUY WIRE
INV INVERT ELEVATION
IPF IRON PIPE FOUND
N/F NOW OR FORMERLY
NWT NON -WETLAND TRIBUTARY
OHE OVERHEAD ELECTRIC
PC PLAT CABINET
PG PAGE
PP POWER POLE
R/W RIGHT OF WAY
RC REBAR WITH CAP
RCP REINFORCED CONCRETE PIPE
TPED TELEPHONE PEDESTAL
TVPED TELEVISION PEDESTAL
TFOM TELEPHONE FIBER OPTIC MARKER
TVFOBOX TELEVISION FIBER OPTIC BOX
TVFOM TELEVISION FIBER OPTIC MARKER
W W UNDERGROUND WATER LINE
UT UT UNDERGROUND TELEPHONE LINE
PROPERTY BOUNDARY
WOODSLINE
--------------- ------ OVERHEAD ELECTRIC LINE
SCALE: 1 " = 60'
0 30 60 120 180
UTILITY CONTACTS
TIME WARNER CABLE
DUKE ENERGY
CENTURY LINK
CON TERRA
CITY OF DUNN
HARNETT COUNTY DEPT.
OF PUBLIC UTILITIES
PEDMONT NATURAL GAS
Curve Table
Curve #
Radius
Length
Tangent
Chord Bearing
Ch. Length
Delta
C1
1730.56'
1 122.28'
61.17'
S75624"E
122.25'
004'02'54"
BOB BENNETT [e-mail]
ANGEL FLORES Angel.Flores®duke-energy.com
SUSAN SHUMAKER suson.shumoker®centurylink.com
MARTY T. PULLEY mpulley®conterro.com
GIS help desk @duke-energy.com
919-625-2725
919-980-2233
980-250-2389
910-230-3511
910-893- 7575
HMARK
4 & CREED
ROL POINT #3
R/CAP
RID (NAD83/11)
75, 749.18'
116, 480.32'
21 Z 04'
VE
'14"E
0' (GRND)
Y (GRID)
BENCHMARK
MCKIM & CREED
CONTROL POINT #4
IRON PIPE FOUND
NC GRID (NAD83/11)
N: 5 74,985.57'
E. 2,116, 547.85'
ELEV. 221.41'
CUBERA SOLAR, LLC
TITLE COMMITMENT PROVIDED BY.
CHICAGO TITLE INSURANCE COMPANY
COMMITMENT NUMBER: 16-22609WS
WITH AN EFFECTIVE DATE. NOVEMBER 10, 2016 AT 05:00 PM
SCHEDULE B -SECTION 11 EXCEPTIONS
SCHEDULE B OF THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS
TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE
SATISFACTION OF THE COMPANY:
1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTER, IF
ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING
SUBSEQUENT TO THE EFFECTIVE DATE BUT PRIOR TO THE DATE THE PROPOSED
INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR
MORTGAGE THEREON COVERED BY THIS COMMITMENT. -NOT A SURVEY MATTER
NOTE: THE ABOVE EXCEPTION WILL BE DELETED ONCE TITLE IS UPDATED, WITH NO
NEW MATTERS REVEALED, AT THE TIME OF RECORDING AND ALL SCHEDULE B -
SECTION I REQUIREMENTS HAVE BEEN MET.
2. TAXES OR ASSESSMENTS FOR THE YEAR 2016 DUE OR PAYABLE, UNPAID BUT
NOT YET DELINQUENT, • AND TAXES OR ASSESSMENTS FOR SUBSEQUENT YEARS, NOT
YET DUE OR PAYABLE. -NOT A SURVEY MATTER
3. THE CORRECTNESS OF THE SQUARE FOOTAGE/ACREAGE COMPUTATION
CONTAINED IN THE DESCRIPTION OF THE LAND IS NOT INSURED. -NOT A SURVEY
MATTER
4. ANY DISCREPANCY, CONFLICT, ACCESS, SHORTAGE IN AREA OR BOUNDARY
LINES, ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OVERLAP,
SETBACK, EASEMENT OR CLAIMS OF EASEMENT, RIPARIAN RIGHT, AND TITLE TO
LAND WITHIN ROADS, WAYS, RAILROADS, WATERCOURSES, BURIAL GROUNDS,
MARSHES, DREDGED OR FILLED AREAS OR LAND BELOW THE MEAN HIGHWATER
MARK OR WITHIN THE BOUNDS OF ANY ADJOINING BODY OF WATER, OR OTHER
ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY A
CURRENT INSPECTION AND ACCURATE AND COMPLETE LAND SURVEY OF THE
LAND. -NOT A SURVEY MATTER
5. TERMS AND PROVISIONS OF THE LEASE BY AND BETWEEN THE WILLOUGHBY
LLC, A DELAWARE LIMITED LIABILITY COMPANY AND CUBERA SOLAR, LLC, A
MEMORANDUM OF WHICH IS RECORDED IN BOOK_________, PAGE _________.
-NOT A SURVEY MATTER
6. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIALS
HERETOFORE OR HEREAFTER FURNISHED, PERFORMED BY, THROUGH, WITH, OR AT
THE DIRECTION OF THE INSURED OR ITS AFFILIATES, OR FURNISHED OR PERFORMED
UNDER CONTRACTS BY THROUGH, OR WITH THE INSURED OR ITS AFFILIATES. -NOT
A SURVEY MATTER
7. EASEMENT(S) TO CAROLINA POWER & LIGHT COMPANY RECORDED IN BOOK
702, PAGE 481. -DOES NOT AFFECT PROPERTY
LEGAL DESCRIPTION
CYPRESS CREEK RENEWABLES, LLC
CUBERA SOLAR, LLC
OCTOBER 8, 2018
BEING all that tract of land containing a gross area of +/- 18.96 acres (825,834 square feet)
located in Averosboro Township, Harnett County, North Carolina; said tract being owned by
John A. Willoughby and wife, Clarice L. Willoughby as described in Deed Book 3643, Page
153 of the Harnett County Registry and being more particularly described by courses based
on North Carolina Grid Coordinate System (NAD83/2011) and distances according to a
survey entitled `ALTA/NSPS Land Title Survey of The Land of Cubera Solar, LLC for
Cypress Creek Renewobles, LLC"prepared by McKim & Creed, Inc. dated October 12, 2018,
and being more particularly described as follows:
BEGINNING at an iron pipe found having NC Grid (NAD83/11) coordinates of
Northing = 574,985.57 feet, Easting = 2,116,54Z85 feet; said iron pipe being in the right-
of-way line (allowing 60 feet) of Meadowlark Road, the POINT OF BEGINNING,
thence departing the right-of-way line (allowing 60 feet) of Meadowlark Road with the
eastern line of Dogwood Creek Land Holdings, LLC the following two calls, (1) south
88 deg. 36 min. 58 sec. west 1054.41 feet to an iron pipe found and (2) north 07 deg. 25
min. 34 sec. east 822.52 feet to an iron pipe found in the center of a ditch, said iron pipe
being the common corner of Dogwood Creek Land Holdings, LLC; Harnett County
Board of Education and William A. Glover, Jr., thence along a ditch comprising the
southern line of William A. Glover, Jr. and Emily T. Weaver, Ricky Weaver, and Teresa
W. McDaniel, north 80 deg. 55 min. 59 sec. east 858.76 feet to an iron rod set in the
right-of-way line (allowing 60 feet) of Meadowlark Road, thence with the right-of-way
line (allowing 60 feet) of Meadowlark Road the following two calls, (1) south 05 deg. 52
min. 56 sec. east 808.67 feet to an iron rod set and (2) with a curve to the left having
a radius of 1730.56 feet, an arc length of 122.28 feet, a chord bearing of south 07 deg. 56
min. 24 sec. east 122.25 feet to an iron pipe found, the Beginning iron pipe found.
Prepared by.
McKim & Creed, Inc.
1730 Varsity Drive, Suite 500
Raleigh, NC 27606
NC Firm # F-1222
ALTA - TABLE "A" ITEMS
October 8, 2018
Robin L. Lee, PLS L-3759
NOTE:
I, ROBIN L. LEE, PLS L-3759,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION FROM INFORMATION SHOWN IN DEED BOOKS
REFERENCED ON MAP AND MAP BOOKS REFERENCED ON
MAP; THAT ANY LINES NOT ACTUALLY SURVEYED APPEAR
AS BROKEN LINES AND WERE PLOTTED FROM INFORMATION
AS NOTED ON THE PLAT, • THAT THE RATIO OF PRECISION
AS CALCULATED IS BETTER THAN 1:10,000, THAT THE AREA
IS COMPUTED BY COORDINATE METHOD; THAT THIS
TOPOGRAPHIC SURVEY WAS PERFORMED TO THE STANDARDS
OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA;
THE FOLLOWING INFORMATION WAS USED TO PERFORM THE
SURVEY.•
CLASS OF SURVEY.• AA
POSITIONAL ACCURACY. 0.05'(HORIZONTAL), 0.05'(VERTICAL)
TYPE OF GPS FIELD PROCEDURE. VRS
DATES OF SURVEY. OCTOBER 1-2, 2018
DATUM/EPOCH: NAD8312011
PUBLISHED/FIXED CONTROL USE: FIXED CONTROL
GEOID MODEL: GEOID 128
COMBINED GRID FACTOR: 0.999868310
UNITS: US SURVEY FEET
TYPE AND MODEL OF GPS RECEIVER USED: TRIMBLE R8
PROPERTY CORNERS WERE LOCATED USING CONVENTIONAL
SURVEYING METHODS
ALL CONTROL POINTS AND OTHER POINTS LOCATED WITH
VRS WERE LOCALIZED AROUND POINT #3
WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER, AND SEAL THIS THE
DAY OF ____________ A.D.,2018.
ROBIN L. LEE L-3759
PROFESSIONAL LAND SURVEYOR
ALTA/NSPS SURVEY CERTIFICATION
TO: CHICAGO TITLE INSURANCE COMPANY,• CUBERA
SOLAR, LLC; THE WILLOUGHBY, LLC A DELAWARE
LIMITED LIABILITY COMPANY AND CYPRESS CREEK
RENEWABLES, LLC;
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND
THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH THE 2016 MINIMUM STANDARD
DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY
ALTA AND NSPS, AND INCLUDES ITEMS 1-5, 6(o)(b),
7(o)(b1)(c), 8-9, 10(a),11-20, OF TABLE A THEREOF.
THE FIELD WORK WAS COMPLETED ON OCTOBER 2,
2018.
DATE OF PLAT OR MAP: OCTOBER 12, 2018
ROBIN L. LEE L-3759
PROFESSIONAL LAND SURVEYOR
SITE DATA:
DEVELOPER: CYPRESS CREEK RENEWABLES
3250 OCEAN PARK BLVD., SUITE 355
SANTA MONICA, CA 90405
PROPERTY OWNER(S):
JOHN A. WILLOUGHBY
CLARICE L. WILLOUGHBY
2107 RED HILL CHURCH RD.
DUNN, NC 28334
PROPERTY DATA: DEED BOOK 3643 PAGE 153
NC PIN# 1517-65-0443
SITE ADDRESS: MEADOWLARK RD (NO ADDRESS ASSIGNED)
DUNN, NC 28334
TOTAL TRACT AREA: +/- 18.96 ACRES
+/- 825,834 SQUARE FEET
CURRENT ZONING. R-20 (SINGLE FAMILY)
SETBACKS AS AN R-20 PARCEL:
FRONT - 30' FROM ROAD R/W
SIDE - 10'
REAR - 25'
1.
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN
1.
TWO IRON PINS HAVE BEEN SET ON SITE, AS SHOWN AND MARKED ON THE
U.S. SURVEY FEET. (UNLESS OTHERWISE STATED)
SURVEY.
2.
ALL BEARINGS ARE BASED ON THE NORTH CAROLINA STATE
2.
NO ADDRESSES COULD BE FOUND FOR THIS PARCEL.
PLANE COORDINATE SYSTEM (NAD 1983111).
3.
THIS SITE WAS FOUND TO NOT BE IN A FLOOD HAZARD ZONE. SEE
3.
THERE ARE NO BURIAL GROUNDS OR CEMETERIES VISIBLE.
SURVEYORS NOTE No. 6.
4.
THERE ARE NO NCGS MONUMENTS WITHIN 2000' OF SURVEYED
4.
THE GROSS LAND AREA IS AS SHOWN ON THE SURVEY.
TRACT
5.
SEE NOTE No. 5, FOR THE NOTE DESCRIBING WHERE THE TOPOGRAPHIC
5.
CONTOURS SHOWN ARE AT ONE FOOT INTERVALS AND BASED ON
SURVEY AND MAPPING INFORMATION CAME FROM AND THE CONTOUR
A GROUND SURVEY.
INTERVAL OF ONE FOOT FOR THE SURVEY IS SHOWN ON THE COVER
SHEET.
6.
SAID DESCRIBED PROPERTY IS LOCATED WITHIN AREA HAVING A
6.
A ZONING REPORT HAS NOT BEEN PROVIDED FOR THIS PROPERTY.
ZONE DESIGNATION X (MINIMAL FLOOD RISK) BY THE SECRETARY
OF HOUSING AND URBAN DEVELOPMENT, ON FLOOD INSURANCE
Z
(a) THERE ARE NO BUILDINGS ON SITE.
RATE MAP NO. 3720150600J WITH A DATE OF IDENTIFICATION OF
(b) N/A
1010312006 FOR COMMUNITY NUMBER 370264, IN HARNETT
(c) N/A
COUNTY, STATE OF NORTH CAROLINA, WHICH IS THE CURRENT
FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH
SAID PROPERTY IS SITUATED.
8.
ALL VISIBLE & SUBSTANTIAL FEATURES PRESENT ON THIS SITE HAVE BEEN
SHOWN ON THE SURVEY. SEE SURVEYORS NOTE # 12
7.
ALL ELEVATIONS ARE BASED ON CONTROL POINT #3 WITH A
GIVEN ELEVATION OF 217.04 FEET (NAVD88/GEOID 12B).
9.
THERE ARE NO PARKING LOTS OR SPACES, SEE SURVEYORS NOTE #12.
8.
WETLANDS WERE DELINEATED BY LAND MANAGEMENT GROUP IN
10.
a A REGARDING PARTY WALLS WITH RESPECT TO ADJOINING
NIA
/
DECEMBER 2016. NO WETLANDS WERE FOUND EXCEPT FOR ONE
PR
PROPERTIES
NON -JURISDICTIONAL TRIBUTARY.
(b) N/A REGARDING WHETHER CERTAIN WALLS ARE PLUMB
9.
TO THE BEST OF THE SURVEYOR'S KNOWLEDGE THERE ARE NO
PROPOSED CHANGES TO THE RIGHT OF WAY OR ANY EVIDENCE
11.
LOCATION OF VISIBLE UTILITIES EXISTING ON OR SERVING THE SURVEYED
OF RECENT ROAD IMPROVEMENTS TO MEADOWLARK RD. AT THE
PROPERTY AS DETERMINED BY:
TIME OF THE SURVEY.
• OBSERVED EVIDENCE COLLECTED PURSUANT TO SECTION 5.E.IV. ARE
SHOWN.
10.
LINES NOT SURVEYED APPEAR AS DASHED LINES.
12.
N/A AS SPECIFIED BY THE CLIENT, GOVERNMENTAL AGENCY SURVEY
11.
THIS PROPERTY HAS DIRECT ACCESS TO A PUBLIC RIGHT OF WAY
RELATED REQUIREMENTS (E.G., HUD SURVEYS, SURVEYS FOR LEASES ON
VIA MEADOWLARK RD WHICH IS A PUBLICLY MAINTAINED ROAD.
BUREAU OF LAND MANAGEMENT MANAGED LANDS).
12.
AS OF THE DATE OF THIS MAP, AND TO THE SURVEYOR'S
13.
THE NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS
KNOWLEDGE, THERE ARE NO SWIMMING POOLS, BILLBOARDS,
ARE SHOWN ON THE SURVEY.
SIGNS, LANDSCAPED AREAS OR SUBSTANTIAL AREAS OF REFUSE
PRESENT WITHIN THE LEASE AREA. THE SURVEYOR FOUND NO
14.
THE DISTANCE TO THE NEAREST INTERSECTION, GEORGE ST., IS
EVIDENCE OF RECENT EARTH MOVING WORK.
APPROXIMATELY 500' AS SHOWN ON THE SURVEY.
13.
TO THE BEST OF THE SURVEYOR'S KNOWLEDGE, THERE ARE NO
15.
NO AIRBORNE LASER SCANNING (LiDAR) OR RECTIFIED ORTHOPHOTOGRAPHY
VISIBLE OR RECORDED EASEMENTS OR RIGHTS OF WAY ACROSS
WERE USED ON THIS SITE.
THE SURVEYED PROPERTY.
16.
SEE NOTE No. 12 UNDER SURVEY NOTES FOR THIS STATEMENT ABOUT
14.
UNDERGROUND UTILITIES WERE MARKED BY 811 AND FIELD
THE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION,
LOCATED BY THE SURVEYOR. TO THE BEST OF THE SURVEYOR'S
OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE
KNOWLEDGE, THERE ARE NO ADDITIONAL UNDERGROUND UTILITIES
FIELDWORK.
PRESENT WITHIN THE SURVEYED AREA. WITH REGARD TO TABLE
A, ITEM 11, SOURCE INFORMATION FROM PLANS AND MARKINGS
17.
SEE NOTE NO. 9 UNDER SURVEY NOTES FOR THIS STATEMENT ABOUT ANY
WILL BE COMBINED WITH OBSERVED EVIDENCE OF UTILITIES
CHANGES IN STREET RIGHT OF WAY LINES.
PURSUANT TO SECTION 5.E.IV TO DEVELOP A VIEW OF THE
UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE
18.
SEE NOTE NO. 8 FOR WETLANDS MARKED OR DELINEATED ON THIS SITE.
EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE
ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. IN
19.
N/A THERE HAVE NOT BEEN ANY PLOTTABLE OFFSITE (I.E.,
ADDITION, IN SOME JURISDICTIONS, 811 OR OTHER SIMILAR UTILITY
APPURTENANT) EASEMENTS OR SERVITUDES TO DATE, FOR THIS SITE.
LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED OR
RESULT IN AN INCOMPLETE RESPONSE. WHERE ADDITIONAL OR
MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS
ADVISED THAT EXCAVATION AND/OR A PRIVATE UTILITY LOCATE
REQUEST MAY BE NECESSARY.
PRELIMINARY PLAT
15.
THE AREA SURVEYED IS THE PROPERTY DESCRIBED IN THE
CHICAGO TITLE COMMITMENT NO. 16-22609WS.
NOT
FOR RECORDATION, CONVEYANCE, OR SALES
16.
THERE ARE NO ENCROACHMENTS OBSERVED WITHIN THE SURVEY
LIMITS.

I APPROXIMATE END OF JURISDICTIONAL STREAM (SEE
DELINEATION BY LAND MANAGEMENT GROUP, INC)
USACE ACTION ID: SAW-2017-0254
I
I N/E
WILLIAM A. GLOVER, JR.
EXISTING JURISDICTIONAL STREAM PIN# 1501 FG R0I
RECEIVING WATER: BLACK RIVER
IBLACK RIVER SURFACE WATER CLASSIFICATIONS
INDEX: 18-68-12-1
CLASSIFICATION: C; SW
IRIVER BASIN: CAPE FEAR
—
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DEED BOOK/PAGE:
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SIDES:
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DISTURBED AREA:
#0215180197
MEADOWLARK ROAD
3643/0153
18.96 ACRES
R-20
50'
10'
25'
16.1 AC
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE —DEVELOPMENT: 0.00 AC. (0.0%) 18.96 AC. (100%)
POST —DEVELOPMENT: 0.47 AC. (3.6%) 18.49 AC. (96.4%)
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SEE INSET ON THIS PAGE
BENCHMARK
MCKIM & CREED
CONTROL POINT #4
IRON PIPE FOUND
NC GRID (NAD83/11)
N: 574,985.57'
E: 2,116, 547.85'
ELEV: 221.41'
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PROJE I T
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DEVELOPMENT DATA
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
PROJECT DATA
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PINE GATE RENEWABLES, LLC
130 ROBERTS STREET
ASHEVILLE, NC 28801
MURPHY DOTY
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
GREGORY HOFFMAN, P.E.
[phone]
JIMMY BARBOUR SURVEYING, PA
213 S. SECOND STREET, PO BOX 28
SMITHFIELD, NC 27577
JIMMY BARBOUR
[phone]
PIN: #0215180197
ADDRESS: MEADOWLARK ROAD
DEED BOOK/PAGE: 3643/0153
SITE ACREAGE: 18.96 ACRES
ZONING: R-20
SETBACKS:
FRONT: 50'
SIDES: 10'
REAR: 25'
DISTURBED AREA: 16.1 AC
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE —DEVELOPMENT: 0.00 AC. (0.0%) 18.96 AC. (100%)
POST —DEVELOPMENT: 0.47 AC. (3.6%) 18.49 AC. (96.4%)
NOTES
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND NATIONAL REGULATORY STANDARDS AND ALL
REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.
2. SINGLE—PHASE CONSTRUCTION.
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED
CONTRACTOR.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE
PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE
NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION.
5. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN
TO REMAIN) AND NEWLY COMPLETED WORK DURING
CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING
FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE
CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH
APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE
CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT
LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.
THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR
811, 72 HOURS BEFORE CONSTRUCTION BEGINS.
Know what's below.
Call before you dig.
NORTH
SITE PLAN
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
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DELINEATION BY LAND MANAGEMENT GROUP, INC) CONTROL MEASURES ARE REMOVED
USACE ACTION ID: SAW-2017-0254 I EXISTING 18" STORM DRAINAGE CULVERT
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EXISTING JURISDICTIONAL STREAM 25' STREAM BUFFER — —
RECEIVING WATER: BLACK RIVER
101
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PROPOSED 18" RCP CULVERT
(SEE DETAILS)
INV. IN: 219.0'
INV. OUT: 218.7'
PROPOSED CONSTRUCTION ENTRANCE. (TYP)
MUD MAT TO BE 50'x25'x12" RAILROAD
BALLAST WITH SYNTHETIC LINER BETWEEN
STONE AND NATURAL GROUND (SEE DETAIL).
CONSTRUCTION ENTRANCE TO BE MAINTAINED
AND ADDITIONAL STONE ADDED ON REGULAR
BASIS AS NEEDED.
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PROJECT P
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DEVELOPMENT DATA
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CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
PROJECT DATA
IS>
%- 95
VICINITY MAP
(NOT TO SCALE)
PINE GATE RENEWABLES, LLC
130 ROBERTS STREET
ASHEVILLE, NC 28801
MURPHY DOTY
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
GREGORY HOFFMAN, P.E.
[phone]
JIMMY BARBOUR SURVEYING, PA
213 S. SECOND STREET, PO BOX 28
SMITHFIELD, NC 27577
JIMMY BARBOUR
[phone]
PIN: #0215180197
ADDRESS: MEADOWLARK ROAD
DEED BOOK/PAGE: 3643/0153
SITE ACREAGE: 18.96 ACRES
ZONING: R-20
SETBACKS:
FRONT: 50'
SIDES: 10'
REAR: 25'
DISTURBED AREA: 16.1 AC
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT: 0.00 AC. (0.0%) 18.96 AC. (100%)
POST -DEVELOPMENT: 0.47 AC. (3.6%) 18.49 AC. (96.4%)
NOTES
1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA
FLOODPLAIN.
3. SOIL TYPE A.
LEGEND
LIMITS OF DISTURBANCE
STORM DRAINAGE PIPE
SIL T FENCE SF
EXISTING CONTOURS
PROPOSED CONTOURS 00
TEMPORARY DIVERSION DITCH � M � TU � M
DISTURBED AREA 16.1 AC
Know what's below.
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GRAPHIC SCALE
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( IN FEET )
1 inch = 60 ft.
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AS SHOWN ON PLANS
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WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
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SAW JOINT PERPENDICULAR TO EDGE OF EXISTING PAVEMENT ONLY AT LOCATIONS
DRIVEWAY PAVEMENT. WHEN DIRECTED.
SECTION C`C SHEET 1 OF 2
848.02
DESIRABLE DRIVEWAY GRADES
BERM
A B 5'-0" 5'-0" 5'-0"
*+2% GRADE WHEN *+2% GRADE WHEN THIS
THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATION OR FLATTER
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-2% OR FLATTER -816 OR FLATTER - — — — - - _
15� OR FLATTER —
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DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST.
GRADE
DIST.
GRADE
8' OR LESS
5'-0"
+2%*
2'-6"
+5%
8' OR LESS
2'-0"
+6%
5'-6"
+2%*
10'
4'-0"
+496
5'-6"
+2W*
12' & OVER
4'-6"
+4%
7'-0"
+296*
MAXIMUM DRIVEWAY GRADES
A B 5'-0"
k+2% GRADE WHEN *+2% GRADE WHEN THIS
THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATION '
e _ _ 5'-0"
15 —
HEIGHT
MESH
GAGE
SELVAGE
FINISH
FABRIC
81
F.K.
GALV
FRAMEWORK
O.D.
WALL
WT. PER FT.
LENGTH
END/CORNER POST
3"
0.160
4.64
11'
LINE POST
2 1 /2"
0.130
3.12
10.5'
RAILS
1 5/8"
0.111
1.84
21'
GATE FRAME
1 5/8"
0.111
1.84
VARIES
GATE POST
4"
0.160
6.56
11'
NOTES
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CHAIN LINK FABRIC
ALL NON-FERROUS UNDERGROUND LINES
OUTSIDE BUILDING FOOTPRINT SHALL BE
REQUIRED TO HAVE A MAGNETIC -TYPE
WARNING TAPE INSTALLED IN THE
BACKFILL AT LEAST 6" BELOW GRADE.
SPRINGLINE
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(COMPACTED TO 98%
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HAUNCH
(COMPACTED TO 98%
OF STANDARD PROCTOR)
BEDDING
(COMPACTED TO 98%
OF STANDARD PROCTOR)
SUITABLE
FOUNDATION
MINIMUM TRENCH WIDTHS
PIPE DIAMETER
MIN. TRENCH WIDTH
12"
30"
15
34"
18"
39"
24
48"
30"
56"
36
64"
42
72"
48
80"
54
88"
60"
96"
MAXIMUM COVER
PIPE
DIAMETER
CLASS
1
CLASS
II
CLASS
III
12"
43'
28'
20'
15"
43'
28'
20'
18"
43'
28'
20'
24"
34'
23'
17'
30"
34'
23'
17'
36"
34'
23'
16'
42"
34'
23'
16'
48"
31'
21'
15,
54"
31'
21'
15,
60"
31'
21'
15,
*ASSUMED PIPE BACKFILL IS PLACED AND
COMPACTED TO THE REQUIRED 98%
OF THE STANDARD PROCTOR
NOTES:
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", AND THE PROJECT SPECIFICATIONS.
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH
SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM
MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, 11, OR, III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO
ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4"(100 mm) FOR 12"-24" (100 mm - 600 mm);
6"(150 mm) FOR 30"-60" (750 mm - 900 mm).
5. HAUNCHING/INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, 11, OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN
OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS
REQUIRED IN ASTM D2321, LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND
SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48"
DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP
OF RIGID PAVEMENT. HEAVY CONSTRUCTION LOADS MAY REQUIRE ADDITIONAL COVER TO PROTECT THE PIPE. CONTRACTOR TO VERIFY THAT
CONSTRUCTION LOADS WILL NOT DAMAGE INSTALLED PIPES AND PROTECT INSTALLED PIPES IF REQUIRED.
7. MAXIMUM COVER: MAXIMUM COVER SHALL BE MEASURED FROM THE FINISHED SURFACE OF THE GROUND TO THE TOP OF THE PIPE, AND SHALL BE
LESS THAN THE MAXIMUM VALUES SHOWN IN THE CHART WITHIN THIS DETAIL.
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Q O
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OF THE EMBANKMENT AT THAT POINT.
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® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
xcrl,= rel s, UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
•. FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHEET 2 OF 3
UNOOYPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
1300.01
ACCOMPLISH COMPACTION.
MIN. 10 GA. LINE
WIRES (TYP)
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
A A
w = do +
3d do (0.4 x La)
PLAN
PIPE OUTLET TO
WELL-DEFINED CHANNEL
PLAN
La
d La a
FILTER BLANKET FILTER BLANKET
SECTION AA SECTION AA
NOTES:
1. La IS THE LENGTH OF THE RIP RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (MINIMUM IS
24" DEEP IF STONE IS CLASS II)
3. IN A WELL-DEFINED CHANNEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP
AND SOIL FOUNDATION.
5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL.
6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD.
ANGULAR AND WELL -GRADED.
7. CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE
RECEIVING CHANNEL OR SLIGHTLY LOWER.
8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT
THROUGHOUT ITS LENGTH.
9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL.
8' MAX
FRONT VIEW
CONSTRUCTION NOTES:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD
STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER
FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES
NOT EXCEED 24" ABOVE THE GROUND SURFACE. (HIGHER
FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO
CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS
ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST
WITH 4' MIN. OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE
MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE
BOTTOM OF THE TRENCH. FASTEN THE WIRE
REINFORCEMENT, THEN THE FABRIC ON THE UPSLOPE SIDE
OF THE FENCE POST. WIRE OR PLASTIC TIES SHOULD
HAVE A MIN. 50 lb TENSILE STRENGTH.
5. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8"
DEEP ALONG THE PROPOSED LINE OF POSTS AND
UPSLOPE FROM THE BARRIER.
6. PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE
OF THE TRENCH.
7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE
FILTER FABRIC AND COMPACT. THOROUGH COMPACTION
OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
RIP -RAP APRON
NOT TO SCALE
"'EL POST
ASTIC OR
RE TIES (TYP)
J. 12-1 /2 GA.
-ERMEDIATE
RES (TYP)
EX. GRADE
0
I
N
MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,
TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVIOD
UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERTY STABILIZED.
NOTES:
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT
EXCEED 1/4 ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW
* FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED
STONE. AS AN ANCHOR WHEN SILT FENCE IS PROTECTING
CATCH BASIN.
SILT FENCE
NOT TO SCALE
5'-0"
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FILTER FABRIC
FILL SLOPE
'--EX. GRADE
ANCHOR 12" LONG SKIRT IN
TRENCH 8" DEEP AND 4" WIDE*
SIDE VIEW
1) GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES GREATER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7-DAYS FOR SLOPES
GREATER THAT 50' IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND
HQW ZONES)
*EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
(SECTION II.B(2)(B))
2) BUILDING WASTE HANDLING
• NO PAINT OR LIQUID WASTE IN STREAM OR STORM DRAINS.
• DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
• EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM
STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES AVAILABLE.
• CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT
WITH SURFACE WATERS, WETLANDS, OR BUFFERS.
31 DISCHARGES TO FEDERALLY -LISTED WATERS
• REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT.
• THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF
THE DIRECTOR OF DWQ DETERMINES THAT OTHER BMPS PROVIDE
EQUIVALENT PROTECTION.
4) INSPECTIONS
• SAME WEEKLY INSPECTION REQUIREMENTS.
• SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT.
• INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS
HOURS."
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE ON -SITE
DURING BUSINESS HOURS UNLESS A SITE -SPECIFIC EXEMPTION IS
APPROVED.
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON
REQUEST.
• ELECTRON I CALLY- AVAI LABE RECORDS MAY BE SUBSTITUTED UNDER
CERTAIN CONDITIONS.
51 IMPLEMENTATION OF NEW PERMIT CONDITIONS
• PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE
TO FOLLOW THE PREVIOUSLY -PERMITTED CONDITIONS.
• COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN
FOLLOW CONDITIONS OF APPROVED APPLICATION.
• APPLICATIONS RECEIVED AFTER AUGUST 2, 2011 MUST COMPLY
WITH NEW PERMIT CONDITIONS.
6) CONDITIONS IN EROSION & SEDIMENTATION
CONTROL PLANS
• DESIGNATION ON THE PLANS WHERE 7 AND 14-DAY GROUND
STABILIZATION REQUIREMENTS ON THE NPDES PERMIT APPLY.
• DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH
THE SURFACE -WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT
ARE LOCATED.
7) SEDIMENT BASINS
• OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE
UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE.
• USE ONLY DWQ-APPROVED FLOCCULANTS.
MATERIALS NOTES:
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY
WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461,
WHICH IS SHOWN IN PART IN TABLE 6.62b OF THE
NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
2.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET
RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM
OF 6 MONTHS OF EXPECTED USUABLE CONSTRUCTION LIFE
AT A TEMPERATURE RANGE OF 0 TO 1207.
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33
LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET.
MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
FACILITATE FASTENING THE FABRIC.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER
FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND
A MAXIMUM MESH SPACING OF 6 INCHES.
2"-3" COARSE
AGGREGATE (SUCH AS
RAILROAD BALLAST)
CONSTRUCTION SEQUENCE
1. HOLD PRE -CONSTRUCTION MEETING WITH NCDEQ.
2. INSTALL SITE CONSTRUCTION ENTRANCE, STONE STAGING, AND MOBILIZATION AREA.
3. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY NCDEQ. INCLUDING SKIMMER
SEDIMENT BASINS, SILT FENCES, BARRIERS AND DIVERSION DITCHES AS NEEDED.
4. STABILIZE BANKS AS EARLY AS POSSIBLE.
5. PROCEED WITH GRADING, CLEARING AND GRUBBING.
6. CONSTRUCT PROPOSED GROUND MOUNTED SOLAR ARRAY AND ASSOCIATED
INFRASTRUCTURE.
7. APPLY TEMPORARY AND PERMANENT SEEDING AND STABILIZATION MEASURES.
8. REMOVE EROSION CONTROL MEASURES, INCLUDING SKIMMER BASINS, AFTER SITE IS
STABILIZED AND AFTER RECEIVING NCDEQ APPROVAL.
MAINTENANCE INSPECTIONS SHALL BE PERFORMED WEEKLY AND AFTER EACH RAINFALL. ALL
REPAIRS NECESSARY SHOULD BE MADE IMMEDIATELY AND IN STRICT ACCORDANCE WITH
NCDENR STANDARDS AND NPDES PERMIT.
NCDENR EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE
WITH REQUIREMENTS OF NCDENR. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED
WITH FOR ALL WORK.
1. OBTAIN PROVISIONAL PERMIT.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED.
3. OBTAIN GRADING PERMIT THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF NCDENR.
4. PROCEED WITH GRADING, CLEARING, AND GRUBBING.
5. SEED AND MULCH DENUDED AREA WITHIN EITHER 7 CALENDAR DAYS (SLOPES GREATER THAN 3:1)
OR 14 CALENDAR DAYS (3:1 OR FLATTER). AFTER FINISHED GRADE ARE ESTABLISHED, TEMPORARY
SEEDING AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING
RATES PER ACRE.
LIME 2,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
STRAW MULCH 4,000 LBS
FOR LATE WINTER/EARLY SPRING SEEDING ADD TO THE ABOVE:
RYE GRAIN 120 LBS
ANNUAL LESPEDEZA 50 LBS (OMIT IF COVER IS NOT TO EXTEND BEYOND JUNE)
FOR SUMMER SEEDING ADD:
GERMAN MILLET 40 LBS
FOR FALL ADD:
RYE GRAIN 120 LBS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE
RATE OF 1,000 LBS PER ACRE.
6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREA.
8. REQUEST FINAL APPROVAL BY NCDENR.
PERMANENT SEEDING MEASURES
ALL PERMANENT MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF NCDENR.
THE FOLLOWING APPLY TO AREAS WITHIN NCDENR PERMANENT SEEDING MIXTURE AREA #5CP:
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
(BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS)
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN
LATE SUMMER AND OVERSEED THE LESPEDEZAS IN MARCH.
SEEDING DATES:
BEST POSSIBLE
BELOW 2500 FT: AUG. 15 - SEPT. 1 JULY 25 - SEPT 15
MAR. 1 - APR. 1 MAR. 1 - MAY 10
ABOVE 2500 FT: JULY 25 - AUG. 15 JULY 15 - AUG. 30
MAR. 20 - APR. 20 MAR. 5 - MAY 15
COMPLETE SEEDING EARLIER IN FALL, AND START LATER IN SPRING ON NORTH- AND EAST -FACING
SLOPES.
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 5-10-10 FERTILIZER.
MULCH:
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING
MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED
ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR
FROM AN EXISTING ROAD.
2. FILTER FABRIC SHALL BE PLACED UNDER. THE ENTRANCE/EXIT AND
SHALL BE MIRAFI 500 OR EQUAL.
3. STONE TO BE 2 - 3 INCH WASHED STONE.
4. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS
OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
5. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY.
6. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT
SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH
DRAINS INTO AN APPROVED SEDIMENT BASIN
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTE:
DITCH SLOPE TO BE
AT A 1 % MIN SLOPE
FROM INLET TO OUTLET
GENERAL CONSTRUCTION NOTES
1. ALL GRADING, STORM INSTALLATION, AND SOIL EROSION CONTROL MEASURES ON THIS SITE
MUST BE AUTHORIZED BY PERMITS ISSUED BY NCDEQ. ALL SITEWORK SHALL BE IN
ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL
REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING, EROSION CONTROL,
STORM WATER, LAND DISTURBANCE, AND ASSOCIATED NON -GRADING PERMITS HAVE BEEN
OBTAINED PRIOR TO BEGINNING CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER, THE OWNER, AND
NCDEQ. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO BEGINNING
WORK. ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING
AND BACKFILLING AT THE CONTRACTOR'S EXPENSE.
4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND
ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY
CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS
HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS
AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION.
6. PROTECT EXISTING SITE FEATURES (SHOWN TO REMAIN) AND NEWLY COMPLETED WORK
DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM
CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES, AS
WELL AS THE PROJECT PLANS AND SPECIFICATIONS, AT THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT
811, 48 HOURS BEFORE CONSTRUCTION BEGINS. NOTIFY THE ENGINEER AT LEAST 72
HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
8. EROSION CONTROL IS A FIELD PERFORMANCE BASED ACTIVITY; AND ADDITIONAL SILT
FENCES, TEMPORARY SEDIMENT BASINS, AND ALL OTHER MEASURES MAY NEED TO BE
ADDED IN ADDITION TO THE APPROVED PLAN AS NECESSARY. MEASURES SHOWN CAN AND
SHOULD BE ADJUSTED TO ASSURE MAXIMUM PROTECTION ON SITE. CONTRACTOR SHALL
ADD ADDITIONAL MEASURES AS NEEDED IN ENVIRONMENTALLY SENSITIVE AREAS.
9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING, MAINTAINING, AND REMOVING ALL
NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL
UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A
UTILITY COMPANY PERFORMS THE WORK.
11. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS NOTES IN THE PLANS. SITE STABILIZATION IS A
PERFORMANCE BASED REQUIREMENT, AND THE SITE WILL NOT BE ACCEPTED UNTIL
PERMANENT VEGETATION IS ESTABLISHED TO THE SATISFACTION OF THE ENGINEER.
12. ALL HIGH DENSITY POLYETHYLENE (HDPE) CORRUGATED STORM SEWER DETENTION PIPE
SHALL BE TYPE "S" HANCOR SURELOK ADSN12 OR APPROVED EQUIVALENT WITH WATER
TIGHT JOINTS MEETING AASHTO M252, M294 OR MP7. ALL HDPE PIPE IS TO BE INSTALLED
ACCORDINGLY TO MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH ASTM D2321
WITH THE EXCEPTION THAT MINIMUM COVER IN TRAFFIC LOAD AREA SHALL BE 24" FOR
4"-48" AND 18" FOR 60". PIPE MATERIAL SHALL MEET THE PRODUCT SPECIFICATIONS OF
ASTM F667 AND SHALL HAVE A SMOOTH WALL INTERIOR. FOR ALL STORM SYSTEMS, WORK
MUST BEGIN AT THE LOW POINT OF THE SYSTEMS. NOTIFY THE ENGINEER IMMEDIATELY OF
ANY VARIANCES FROM EXPECTED CONDITIONS.
13. CONTRACTOR RESPONSIBLE FOR KEEPING ACCURATE LOG OF SITE CONDITIONS IN
ACCORDANCE WITH NPDES PERMIT. MAINTENANCE INSPECTIONS SHALL BE PERFORMED
WEEKLY AND AFTER EACH RAINFALL. ALL REPAIRS NECESSARY SHOULD BE MADE
IMMEDIATELY AND IN STRICT ACCORDANCE WITH NCDEQ AND NPDES PERMIT. CONTRACTOR
SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS FOR
PREPARATION OF FINAL RECORD DRAWINGS.
14. CONTRACTOR IS REQUIRED TO OBTAIN AND PROVIDE A COPY OF THE EROSION CONTROL
PERMIT FOR ANY OFFSITE BORROW/ SPOIL AREA. CONTRACTOR MUST PROVIDE COPY OF
PERMIT TO NCDEQ INSPECTOR PRIOR TO CONSTRUCTION.
15. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED, AN APPROVED GRADING PERMIT
MUST BE SECURED FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF
ANY LAND DISTURBING ACTIVITY
16. ALL FILL SLOPES SHALL BE COMPACTED FULL DEPTH TO NOT LESS THAN 95% MAXIMUM
DENSITY (STANDARD PROCTOR), SHALL BE PLACED ON A SURFACE CLEARED OF GROWTH
AND DEBRIS, AND BE PROPERLY BENCHED AND DRAINED.
17. ALL FILL MATERIAL, UNLESS A PERMIT FROM NCDENR DIVISION OF WASTE MANAGEMENT TO
OPERATE A LANDFILL IS ON FILE FOR THE OFFICAL SITE, SHALL BE FREE OF ORGANIC OR
OTHER DEGRADABLE MATERIALS, MASONRY, CONCRETE AND BRICK SIZES EXCEEDING 12
INCHES, AND ANY MATERIALS WHICH COULD CAUSE THE SITE TO BE REGULATED AS A
LANDFILL BY THE STATE OF NORTH CAROLINA.
EROSION CONTROL MAITENANCE NOTES:
1. INSPECT EROSION CONTROL MEASURES ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL.
CONTRACTOR TO INSPECT MEASURES FOR COMPLIANCE WITH PLANS AND DETAILS; INCLUDING
SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE, AND ALSO DAMAGE OR FAILURE OF
MEASURES.
2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE, CONTRACTOR TO REMOVE SEDIMENT
AND/OR DEBRIS, AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS.
3. WHEN MEASURES ARE FOUND TO BE DAMAGED, CONTRACTOR TO REPAIR IMMEDIATELY TO BRING
MEASURE BACK INTO COMPLIANCE WITH PLANS AND DETAILS.
4. IF MEASURES ARE FOUND TO BE INSUFFICIENT, CONTRACTOR TO INSTALL ADDITIONAL MEASURES
AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED.
5. CONTRACTOR TO REMOVE MEASURES AND BRING AREA TO GRADE ONCE CONFORMATION OF SITE
STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER.
12'-0" C
FINISHED GRADE
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TEMPORARY DITCH "A"
NOT TO SCALE
EROSION CONTROL DETAILS
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CDC PROJECT NO.: 11932
SHEET
C931

BAFFLE (TYP.) + r+
+ + +
lik
EARTHEN EMBANKMENT + + + + =
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++ + ++ ++ +I �I II II
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+ + + + _
4" SCH 40 COUPLING
CONNECTION (TYP)
VENT (TYP)
INLET (TYP)
PROPOSED NYLON ROPE
(ROPE TO RUN EMBANKMENT
TO PROVIDE METHOD TO PULL
SKIMMER)
INLET EXTENSION
SCH 40 SOLID PVC
BARREL OR "ARM"
SUPPLIED BY USER (TYP)
+NE
+ + ++ 125%TOFOSURFACE AREA \ HOSE (TYP)
+ + FIRST CHAMBER
++ + + 25% OF SURFACE AREA NOTES:
+ +
1. SKIMMER SHOWN IN FLOATING POSITION
SECOND CHAMBER 2. FAIRCLOTH SKIMMER OR APPROVED EQUIVALENT
25% OF SURFACE AREA 3. SKIMMER TO BE REMOVED UPON REMOVAL OF SEDIMENT TRAP
4. COUPLING CONNECTION INTO PROPOSED OUTLET STRUCTURES MUST BE SEALED UPON
NOTES: REMOVAL OF SKIMMER
OUTLET ZONE
1. POROUS BAFFLE USING JUTE NET BACKED 25% OF SURFACE AREA POND SKIMMER DETAIL
BY COIR EROSION BLANKET (OR EQUIVALENT).
SKIMMER
2. SEE FIGURE 6.65B OF NCDENR MANUAL
FOR CROSS SECTION OF POROUS BATTLE.
SKIMMER BASIN DETAIL
NOT TO SCALE
SUPPORT POST,
SUPPORT ROPE TO 24" INTO BOTTOM STAKE TO
WIRE TO PREVENT SAGGING OR SIDE SUPPORT WIRE
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MH OR SIMILAR,
STAPLED OR TRENCHED
INTO BOTTOM OR SIDE
ALL 2:1 SLOPES AND GREATER TO BE STABILIZED WITH BAFFLE DETAIL
NORTH AMERICAN GREEN S150 (OR APPROVED EQUIVALENT) NOT TO SCALE
PROPOSED CLASS B RIP -RAP
12' X 1.5' EMERGENCY
OVERFLOW SPILLWAY
ELEV.: 216.5'
PROPOSED 5' BERM
ELEV.: 218"
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BAFFLE MATERIAL
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11
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STEEL POST
BAFFLE MATERIAL SHOULD BE
SECURED TO THE
BOTTOM OF
THE SIDES AND
BASIN USING
12" LANDSCAPE
STAPLES
PROPOSED LIMITS OF DISTURBANCE (TYP)
PROPOSED 4.0" POND SKIMMER WITH 3.2"
\ DIAMETER (SEE DETAIL)
a\
PROPOSED BOTTOM OF BASIN
ELEV.: 215'
~ PROPOSED BAFFLE �(TYP)�(SEEETAIL)
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140-001 A
say®
NORTH AMERICAN GREEN°
NORTH AMERICAN GREEN
5401 ST. WENDEL-CYNTHIANA ROAD
POSEYVILLE, IN 47633
TOLL FREE: 1-800-522-5011
PHONE: [phone]
FAX: [phone]
12" www.nagreen.com
(30CM)
® CRITICAL POINTS
A A. OVERLAPS AND SEAMS
B B. PROJECTED WATER LINE
C. CHANNEL BOTTOWSIDE
C SLOPE VERTICES
* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B CRITICAL POINTS ALONG THE CHANNEL SURFACE.
** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
C OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. REFER TO 140-001 B FOR ADDITIONAL NOTES.
4. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info
REFERENCE NUMBER 140-001A.
ROLLED EROSION CONTROL PRODUCT
CHANNEL INSTALLATION
4"
(10CM) o
PROTECTED BY COPYRIGHT ©2013 CADDETAILS.COM LTD.
CADdetails.com
PROPOSED TEMPORARY RIP RAP APRON (TYP)
(SEE SHEET 931)
EXISTING PROPERTY LINE
LENGTH:
10'
WIDTH AT FES:
3'
WIDTH AT END:
11'
THICKNESS:
18"
STONE CLASS:
B
PROPOSED CLASS B RIP -RAP
12' X 1.5' EMERGENCY
OVERFLOW SPILLWAY
ELEV.: 217.5'
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PROPOSED TEMPORARY SKIMMER BASIN
STORAGE DEPTH
a SURFACE AREA
VOLUME
2:1 MAX. SIDE SLOPES
�O TEMPORARY DIVERSION DITCH "A" (TYP)
BOTTOM WIDTH: 0'
SIDE SLOPE: 2:1
DEPTH: 3'
SLOPE: 1% MIN
CHANNEL LINER: NONE
(SEE DETAIL)
PROPOSED TEMPORARY RIP RAP APRON "A" (SEE SHEET 931)
LENGTH: 10'
WIDTH AT FES: 12'
WIDTH AT END: 22'
THICKNESS: 18"
STONE CLASS: B
1
3.0'
14,450 SF
38,976 CIF
PROPOSED 3.0" POND SKIMMER WITH 2.7" ORIFICE
DIAMETER (SEE DETAIL)
Tlensar,
NORTH AMERICAN GREEN°
*2"-5"
*2"-5" *2" 5" (5CM-12.5CM)
(5CM-12.5CM) ©� (5CM-12.5CM)
T _ T SEAM STITCH " s
NORTH AMERICAN GREEN
5401 ST. WENDEL-CYNTHIANA ROAD
POSEYVILLE, IN 47633
TOLL FREE: 1-800-522-5011
PHONE: [phone]
FAX: [phone]
www.nagreen.com
*2%5"
(5CM-12.5CM)
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1.15 STAPLES PER SQ. YD. (0.8 STAPLES PER SQ. M)
(1.35 STAPLES PER SQ. M) FOR BLANKETS WITH THE OPTIONAL NORTH AMERICAN
FOR BLANKETS WITH THE OPTIONAL NORTH AMERICAN GREEN DOT SYSTEM PLACE STAPLES/STAKES
GREEN DOT SYSTEM PLACE STAPLES/STAKES THROUGH EACH OF THE RED COLORED DOTS THROUGH EACH OF THE BLUE COLORED DOTS.
7'-5" *2"-5"
*2%5" *2%5" (5CM-12.5CM) © (5CM-12.5CM)
(5CM-12.5CM) (5CM-12.5CM)
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3.4 STAPLES PER SQ. YD. (2.0 STAPLES PER SQ. M
4 1 STAPLES PER SQ. M) FOR BLANKETS WITH THE OPTIONAL N RTH AMERICAN
FOR BLANKETSWITHTHE OPTIONAL NORTH AMERICAN GREEN DOT EACH
OF T PLACE STAPLES/STAKES
GREEN DOT SYSTEM' PLACE STAPLES/STAKES
THROUGH EACH OF THE GREEN COLORED DOTS
THROUGH EACH OF THE WHITE COLORED DOTS 7'-5" *2%5"
(5CM-12.5CM) (5CM-12.5CM)
SEAM STITCH "
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STAPLE PATTERN GUIDE 10"
• • (0.25M)
*LOCATION OF SEAM STITCH WILL VARY DEPENDING 3.
ON NORTH AMERICAN GREEN PRODUCT TYPE: • • • • 20" (0.5M)
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ. M)
FOR BLANKETS WITH THE OPTIONAL NORTH AMERICAN
GREEN DOT SYSTEM PLACE STAPLES/STAKES
NOTES: THROUGH EACH OF THE YELLOW COLORED DOTS
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info
REFERENCE NUMBER 140-004.
n� ROLLED EROSION CONTROL PRODUCT
STAPLE PATTERN GUIDE
140-004
PROTECTED BY COPYRIGHT ©2013 CADDETAILS.COM LTD.
10
41.0'
�i■ 41.0'
41.0. X
PROPOSED 1' CONTOUR (TYP)
PROPOSED BOTTOM OF BASIN
ELEV.: 216' SKIMMER BASIN PLAN (EAST)
PROPOSED TEMPORARY SKIMMER BASIN
STORAGE DEPTH
SURFACE AREA
VOLUME
2:1 MAX. SIDE SLOPES
3.0'
9,360 SF
24,120 CIF
- 41.0'
45.0' \
PROPOSED TEMPORARY RIP RAP APRON "A" (SEE SHEET 931)
LENGTH: 10'
WIDTH AT FES: 12'
WIDTH AT END: 22'
THICKNESS: 18"
%Q STONE CLASS: B
NORTH
GRAPHIC SCALE SKIMMER BASIN DETAILS
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
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C932
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