Stormwater 10-18-17 digital submittal

UC SYNE.ZGETIC
[nnanative Thinking. Emgineeretl SoLutionr.
October 03, 2017
Stormwater Permitting Staff
North Carolina Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699
Re: Storrnwater Management Permit for
Union Power Cooperative — Flowes Store Substation
Dear Stonnwater Permitting Staff:
Union Power Cooperative is proposing to construct the Flowes Store electrical substation at
4415 Joyner Road, Concord, NC 28025. I have enclosed the following documents that
constitute a complete application for a Stormwater Management Permit,
1. Original and two (2) copies of the Stormwater Management Permit Application Form;
2. Original of the O & M Agreement;
3. A check in the amount of $505 to cover the permit application fee;
4. (2) sets of plans folded to 8.5" x 14" (Cover and sheets 1,2,3,4,5,7,8);
5. The Project Report containing:
1. Detailed narrative describing the stormwater treatment/management for the project;
2. Original of the Low -Density Supplement Form;
3. Quadrangle map with project boundary;
4. Vicinity map with project boundary;
5. Aerial photography with project boundary;
6. Stormwater calculations;
7. NRCS Soil Report and map;
8. Property deed;
9. NC Secretary of State Documentation.
On behalf of Union Power, thank you for reviewing these documents. If you have any questions
or require any additional information, please contact me at [phone] or
nbass@.ucseng.com
Sincerely,
Nathan V. Bass
Manager — Facilities Planning & Siting Department
UC Synergetic, LLC
123 North White Sneet •Fort Mill, 5C 29715
P: 803-835-7820 • F: 803-835-7825 • www.ucsinc.com

State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fornT may be photocopied for use ns are original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, ox establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Flowes Store Substation
2. Location of Project (street address):
City:Concord County:Cabarrus Zip:28025
3. Direcfions to project (from nearest major intersection):
From the intersection of Mt Pleasant Rd S and I IWY 601 head north on HWY 6012.8 miles, turn right on
joyner Road and drive east for 0 6miles before reaching the Flowes Store Substation proyexty on your left
side directly across from the entrance is the 9513 acres parcel located at 4300 Toyner Road
4. Latitude:35° 18' 32.49" N Longitude:80° 30' 4.42" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): New ❑Modification ❑ Renewal w/ Modification+
+Reneioals ¢uitli modifications also requires SWII-102 - Reneeoal 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 cerfification
2. Specify the type of project (check one):
Low Density ❑High Density ❑Drains to an Offsite Stoxmwater System ❑Other
3. If this applicaflon 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
❑NPDES Industrial stormwater
Sedimentation/Erosion Control: 8.74 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.II any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:None have been ac�c wired
5. Is the
project
located within 5 miles
of a public airport?
DEMLR USE ONLY
�No
Date Received
FeePaid
LJ Ye;
Pernut Number
see S.L.
2012-Z00, PartVl: ham•//aortal
ncdenr
org/web/Ir/rules-and-regulations
Applicable Rules: ❑Coastal SW -1995
(select all thaf npply) ❑Non -Coastal
❑ Other WQ M
❑Coastal SW - 2008 ❑
SW- HQW/ORW Waters ❑Universal
t Plan:
Ph II -Post Construction
Stoxmwater Management Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fornT may be photocopied for use ns are original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, ox establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Flowes Store Substation
2. Location of Project (street address):
City:Concord County:Cabarrus Zip:28025
3. Direcfions to project (from nearest major intersection):
From the intersection of Mt Pleasant Rd S and I IWY 601 head north on HWY 6012.8 miles, turn right on
joyner Road and drive east for 0 6miles before reaching the Flowes Store Substation proyexty on your left
side directly across from the entrance is the 9513 acres parcel located at 4300 Toyner Road
4. Latitude:35° 18' 32.49" N Longitude:80° 30' 4.42" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): New ❑Modification ❑ Renewal w/ Modification+
+Reneioals ¢uitli modifications also requires SWII-102 - Reneeoal 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 cerfification
2. Specify the type of project (check one):
Low Density ❑High Density ❑Drains to an Offsite Stoxmwater System ❑Other
3. If this applicaflon 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
❑NPDES Industrial stormwater
Sedimentation/Erosion Control: 8.74 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.II any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:None have been ac�c wired
5. Is the
project
located within 5 miles
of a public airport?
�No
LJ Ye;
If yes,
see S.L.
2012-Z00, PartVl: ham•//aortal
ncdenr
org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing OfficiaPs name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Orgaruzation:Union Electric Membership Corporation
Signing Official & Title:David A Gross Vice President Engineering and Operations
b. Contact information for person listed in item la above:
Street Address:1525 North Rocky River Road or
City:Monroe State:NC Zip:2811D
Mailing Address (if applicable):PO Box 127
City:Monroe State:NC Zip:28111-0127
Phone: [phone] Fax: (704 ) 296-0408
Email:David g_rossQunion-ower com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/(
Signing Official &
b. Contact. informati
on fox person listed in item 2a above:
Street Address:
City:
Mailing Address
City:
State:
State:
Phone: ( ) 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
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing
City:_
Phone:
State:
4. Local jurisdiction fox building pexmiis: Cabaxrus County NC
Point of Contact:Philli�Collins Phone #: (704 L886-0203
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The proposed site/substafion pad will g_enerallybe designed fox sheet flow runoff that will flow to
surrounding vegetative collection swales and con�ances Upon completion the substation pad will be
surfaced with a "washed stone" layer which should help slow runoff from the facility Newly created
swales/conveyances wffi feed to the existi� natural vegetative draws/reaches New impervious area for the
facility will be limited to ap_proximatel�3 54 % of the total project area.
2. a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development'Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.ff claiming vested rights, identify the regulations) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph fl -Post Construction
3. Stormwater runoff from this project drains to the Yadkin -Pee Dee River basin.
4. Total Property Area: 15.84 acres 5. Total Coastal Wetlands Axea: 0.0 acres
6. Total Surface Water Area: 0.0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) =Total Project
Area�:15.84 acres
Total project area shall be rnlculated fo exclude tln? following: flze normal pool of impouiuled structures, the ares
between the banks of sfrennas and rivers, fhe area belozo the Normal High Water (NHV� line or Meati High Water
(MHWj line, and coastal wetlands landward from tlie NHW (or MHI� line. The resultant projecf area is used to
calculate overall percent built upmz area (BUA). Non -coastal wetlands Imzdzuard of the NHW (or MHIN) line may
be included itz the total project area.
8. Project percent of impervious area: (Total Impervious Area /Total Project Area) X 100 =13.54
9. How many drainage areas does the project have?1 (Far high density, coaanfl for each proposed engineered
stornzwater BMP. For low densihj and other projects, use 1 for the zahole properh� 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.
Foran SWU-101 Version Oct. 31, 2013 Page 3 of 7

Basin Information
Draina e Area 1
Draina e Area 2a
Draina e Area 2b
Draina e Area 3
Receiving Stream Name
Unnamed
Unnamed
Unnamed
Unnamed
On-site Streets (sf)
Tributary to
Tributary to
Tributary to
Tributary to
On-site Parking (sf)
Rock River
Roc River
Rock River
Rock River
Stream Class *
Tributary to C
Tributary to C
Tributary to C
Tributary to C
Stream Index Number *
Tributary to 13-
Tributary to 13-
Tributary to 13-
Tributary to 13-
Future (sf)
17-11- 5
17-11- 5
17-11- 5
17-11-(5
Total Drainage Area (sf)
56,192.4
245,678.4
255,697.2
163,785.6
On-site Drainage Area (sf)
56,192.4
245,678.4
255,697.2
163;785.6
Off-site Drainage Area (sf)
0
0
0
0
Pxo osed hn envious Area** sf)
0
87,350.1
8,276.4
0
Im envious Area** total
0%
35.6 %
4.8%
2.3
Im envious" Surface Area
Drainage Area 1
Drainage Area 2a
Drainage Area 2b
Draina e Area 3
On-site Buildings/Lots (sf)
0
0
0
0
On-site Streets (sf)
0
0
0
0
On-site Parking (sf)
0
0
0
0
Orc-site Sidewalks (sf)
0
0
0
0
Other on-site (sf)
0
87,350.1
6,143.96
0
Future (sf)
0
0
0
0
Off-site (sf)
0
0
0
0
Existing BUA*** (sf)
0
0
6,100.10
3,7140
Total (sf):
0
87,350.1
14,420.368
3,714
* Stream Class and Index Number can be detertnitted at: bttpy/aortal ncdenr org[tueb/zoq[ps/csu/crosst can ttmis
"� Impervious area is defined as the built upon Wren inclztditzg, but not Limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
***Report only that amount of existing BUA that will rennin after develapntent. Do not report ani existing BUA that
is to be removed and which will be replaced by nezv BUA.
11. How was the off-site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DEMLR 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 ISA 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 subnxitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http� /[portal ncdenr o�/web/wq/ws/su/ bmp-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 axe available from
httv'//portal 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 at httro'//porta] ncdenr org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
fox each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http•/ /portal ncdem org/web/wgLws/su/statesw/forms docs.
hdh
L Original rind one copy of the stormwater Management Permit Application Form.
2. Original and one copy of the signed and notar�izej� Deed Restrictions &Protective Covenants
Form. (ifrequired as per Part VII below) (%ui(�/� �K'� Cr+'+S-�''�� "'t ��,(
3. Original of the applicable Supplement Forms) (sealed signed and dated) and O&M .�
agreements) fox each BMP.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

4. Permit application processing fee of $505 payable to NCDENR. (Fox an Express review, refer to ✓V�h
httrr / /www envhel�orQ/mages/onestopexpress.htmlfnr information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator fox
additional informafion and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwatex treatment/managementfor ��_
the project. This is required in addition to the brief summary provided in the Project
Information, item 1. , A �
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the n/yl/
receiving stream drains to class SA waters within'/z mile of the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). /��/�✓�//3
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 map 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 Imes.
• 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).
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: Sdiedule n site visit for DEMLR to verifij tke SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:10998 Page No: 0333
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles. and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an acfive corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http�/ /www secreta state nc.us/Corporations/CSeaxch.asrox
Form SWU-101 Version Oct. 31, 2013 Page 5 of 7

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants axe 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 htty//portal ncdenr orgLweb/lr/state-stormwatex-
forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, itis 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 signatures) below, the pexrnit holders) certify that the recorded property restrictions and
protective covenants fox 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 ox 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 informafion).
Consulting Engineer:Nathan V Bass Profressional Landscape Architect
Consulting Firm: UCS er etic LLC
Mailing Address:123 North White Street
City:Fort Mill State:SC Zip:29715
Phone: (803 � 835-7929
Email:nbass@ucseng cpm
Faz: (803 Z 835-7824
IX. PROPERTY OWNER AUTHORIZATION (if Contact Inforntatiott, item 2 has been filled ant, complete this
section)
I, (print or h,/pe name of persott listed in Cotitact htfaYmatiott, item 2a) ,certify that I
own the property identified in this permit applicaflon, and thus give permission to (print or h,Ipe name of person
listed in Contact Information, item 1a) with (prinf or type name of orgattizatiott listed in
Contact Information, ifem 1a) 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 6 of 7

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
lease agreement, ox pending sale, responsibility for compliance with the DEMLR Stormwaterpermitxeverts back
to me, the property owner. As the property owner, itis my responsibility to notify DEMLR immediately and
submit a completed Name/ Ownership Change Form within 30 days; otherwise I will be operatutg a stoxmwater
treatment facility without a valid permit. I understand that the operation of a stoxmwater 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 civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
I,
a Notary Public for the State of
do hereby certify that
before me this _day of
County of
personally appeared
and acknowledge the due execuflon of the application for
a stoxmwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact hifm mafion, item la) David A Gross
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stoxmwater rules under 15A�,NC/AC 2H .1000 and any other applicable state stoxmwater requirements.
Signature:�C �//` Date: 6 .� ��
I ��{,� � 5}-� �� ; a Notary Public for/the State of � CfR?N Ado I i►Jfl ,County of
(�r 1 � � nj , do hereby certify that � 1 � l'��+� � personally appeared
before me this 3 day of ©Q'/c$f1j_ zu l 7, and a�� � ed� �i�due.' � ecution of the application fox
a stoxmwater permit. Witness my hand and official seal, �T//� Iil1�A�1
,��, p.. ��/�T
k: ��'IA.R'Y�y
°`� s
••
' \G��
rr P l) Q �-
SEAL
My commission expires l� -� S � Z 0 �
Fonn SWU-101 Version Oct. 31, 2013 Page 7 of 7

Operation 8r Maintenance Agreement
Project Name:
�r�ject L�cati�n:
Flowes Store Substation
4415 Joyner Road, Concord, NC 28025
Cover
Maintenance
all that apply & cc
records
shall
Dry Detention Basin
Quantity:
be
kept
on
the
following
BMP(s).
Infiltration Trench
I
Level Spreader/VFS
his maintenance record snail
Permeable Pavement
Quantity:
be kept In a log in a Known ser
location. Any deficient BMP
elements noted in the inspection
will be
corrected, repaired, or
replaced immediately. These
deficiencies can affect the
integrity
of structures, safety of the
public,
and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check
all that apply & cc
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level Spreader/VFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present:
O&M tables will be
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Locafion(s):
Location(s):
I acknowledge and agree
by my signature below
that I am responsible for the performance of the maintenance
procedures listed
for each BMP above, and
attached O&M tables.
I agree to notify NCDENR of any problems with the system or
prior to any
changes to the system or
responsible party.
* Responsible Party:
Title &Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
David A. Gross
Vice President Engineering and Operations
(Union Power)
1525 Rocky River Road North
Concord, NC 28025
(704)
2893145 ext. 73230
Davi d.g ross@u nion-powe r. com
Signature: Da�t�e: /�G 3 � %
I, ��-N^� �1-v>, tTN , a Notary Public for the State of /V�1�"ii•� l:N�iO� 1 nla4
County of �}p1iOr� , do hearby certify that �11J � ��1toSS
personally appeared before me this J day of �(("('pBE•R � 1 and
acknowledge the due execution of the gperatio�a0d � intenance Agreement .
Witness,my hand and official seal, 7t1 r/ � l 1�IYllr
My commission expires -� � � � /
STORM -EZ 10/3/2017
Version 1.4 O&M Manual Page 1 of 2

Grassed Swale Maintenance Requirements
Important maintenance procedures:
The drainage area of the grassed swale will be carefully managed to reduce the sediment load to the grassed
- swale.
After the first-time fertilization to establish
the grass in the Swale,
fertilizer will not be applied to
the grassed
Swale.
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
The grassed Swale will be inspected once a quarter. Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How to remediate the problem:
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until itis established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The entire length of the
Trash/debris is present.
Remove the trash/debris.
Swale
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then re -sod (or
erosive gullies have formed.
plant with other appropriate species) and water until established.
Provide lime and aone-time fertilizer application.
Sediment covers the grass at
Remove sediment and dispose in an area that will not impact streams
the bottom of the Swale.
or BMPs. Re -sod if necessary.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off-site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
STORM -EZ 10/3/2017
Version 1.4 O&M Manual Page 2 of 2

U EETI
Date:
09/18/2017
Revision:
Client:
Union Power
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
UnimonPower
wCooperafive
A Touchstone Energy® Cooperative 0A
FLOWES STORE SUBSTATION
4415 JOYNER ROAD
CONCORD, NC 28025
CABARRUS COUNTY
U;93 1:1411112 114 09] I'A I

UEETI
Date:
09/18/2017
Revision:
Client:
Union Power
.Viy'
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
This project proposes to construct a new electrical substation on a previously developed parcel
in Cabarrus County, NC. The new electrical substation is needed to supply power to a portion
of the county that needs electrical upgrades. The substation will replace an existing, aged
substation and be tied to the existing transmission lines connecting to Rocky River, Mt.
Pleasant, and Locust.
Property Description
The property is owned by Union Power Cooperative and is listed in the Cabarrus County GIS
system as Parcel Number 55572028550000. The property address is 4415 Joyner Road,
Concord, NC 28025. The parcel totals 15.84 acres. The property is located within the Yadkin -
Pee Dee River Basin and the Hamby Branch -Rocky River Watershed.
The property is located south-west of Mount Pleasant between HWY 601 and Mt. Pleasant
Road S. The effective flood plain map (Panel #3710555700.1 dated 11/5/2008) indicates there
is no flood plain associated with the property.
The property includes an existing substation that will be de -energized and removed after the
proposed substation is completed and energized. In addition, there are existing transmission
line rights-of-way that will remain on site.
Soils on site consist primarily of Tarrus silt loams (TaD & TaB) which are classified as Type B
hydrologic soils and Badin channery silt loam (BaF) which is classified as a Type C soil. Ground
cover consists of grassland being overtaken by heavy underbrush as well as some mature
forested areas. On the property, there is an intermittent stream located along the
north-eastern boundary.
Proaosed Imarovements
The proposed improvements include the clearing, grubbing and grading of the site necessary to
construct the substation and access road. Grading work will involve cut and fill on site to
balance (approximately) the on-site earthwork. Transmission and distribution lines coming out
of the proposed station will tie into existing transmission poles within existing transmission
right-of-ways prior to leaving the property.

UEETI
Date:
09/18/2017
Revision:
Client:
Union Power
.Viy'
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
Also included is the temporary and permanent storm water conveyance and control system.
The substation will be generally designed for sheet -flow runoff that will flow to surrounding
vegetative collection swales and conveyances. The remainder of the station will be drained by
concrete pipe discharging to a vegetative swale. Upon completion, the substation pad will be
surfaced with a "washed stone" layer, which will help slow runoff from the facility. Newly
created swales/conveyances will feed to the existing natural, vegetative draws/reaches. New
impervious area for the facility will be limited to approximately 13.54% of the total project area.
A gravel access road will be constructed from Joyner Rd. to the substation. The driveway access
will be approved by the NC Department of Transportation (NCDOT) and will be protected by a
gated entrance that is to remain locked. Security fencing will surround the substation to
restrict access to the site.
Demolition and de-energization of the existing station will take place after the proposed facility
is constructed and energized to continue to supply power to the southern areas of Cabarrus
County without interruption.

U �*
Date:
09/18/2017
Revision:
Client:
Union Power
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
LOW DENSITY SUPPLEMENT

Petmit No.
State of North Carolina
(to be provided by DEMLR)
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORM WATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT .
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H. 1008(g),
I. PROJECT INFORMATION
Project Name : Flowes Store Substation
Contact Person: David A. Gross, VP Engineering and Operations Phone Number: ( 704 ) 289-3145
Number of Lots: l Allowable Built Upon Area (BUA) Per Lot*:20%
Number of Dwelling Units Per Acre**:0
Low Density Development (check one): without curb & gutter ❑ with curb & gutter, outlets to (check one):
® Swales M
Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II
Post-Construction [non -SA] only)
II. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded jn the deed
restrictions for all subdivided projects. (httn://nortaLncdenr.org/web/Ir/state-stormwater-forms docs)
Complete the following calculation in the space provided below where:
• SA Site Area -the total project area above Mean High Water.
• DF Density Factor -the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non-uniform lots.
Form SW401 -Low Density-Rev.3-2/10/09 Page 1 of 4

Calculation:
For uniform lot sizes:
(SA: ft' x DF: L(RA: ft) - (OA: ftz) = BUA per Lot = ft,
(No of Lots: )
For non-uniform lot sizes:
a. (SA: ft' x DF: ) — (RA: ft) — (OA: ft) = Total allowable lot BUA = ftz
bI Total BUA from lot listing: sf. b must be < a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I and attached to this form, Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 10 -,year storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
No
Mallow
(fps)
Vactual
(fps)
Flow
Depth (ft)
1
2.25
.29
1.96
.427
6.98
2.8
4.5
5.51
965
2
1900
0
1.00
.35
2.54
7.1
4.5
2.58
.048
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H, 1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Fonn, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
N/A a, t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
N/A b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
Nu/1 N/A c. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
�{ landward of all perennial and intermittent surface waters.
/W// 2 of 8 d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
Cover e. Built upon area calculations are provided for the overall project and all lots.
/U Cover f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
N4 4 of 8 g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 far curb outlet swales:
_AX 4 of 8 h. Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
A� uv�� for shear stress and velocity are provided if slope is greater than 5%. **
4 of 8 i. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
. N/A j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non-erosive is velocity < 2 ft/s).
1 of 8 K. Swale detail and permanent vegetation is specified on the plans.
7 of 8 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
A�ul 2 of 8 m. Swales are located in recorded drainage easements.
vn N/A n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
AN/A o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
/ 6 N/A p.tt Curb outlets direct flow to a Swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
ft Only complete these items for projects with curb outlets.
** All Swales > 5% have been armored with erosion control. Details Sheet 7 of S.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the Swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:David A Gross Vice President of Engineerin ag nd Operations
Address: 1525 Rocky River Road North Monroe NC 28110 /
Phone:[phone] Date: 101@3 �l %
Note.' Tlae IegaZly respoaasible party should soot be a homeowners assoeiation uaaless more than 50°/a of the Zots have beers sold and a
resident of the subdivision has been named tlae. president.
'"� !Jv ?u �JgiiolirJfl
I _Uj•N i SM1 TA , a Notary Public for the State of _ County of
�R;V1 do hereby certify that personally appeared before me this _
N t oe1
day of p VZ4lJ n="R z�.. L'L and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand an
d official seal,
1b(otary signature
2:`pFARY
y� SAL G i My comanission expires 1 ' 1 S 7,a
Y `: P 11 9 %,
ON co
Form SW401-Low
Density-Rev.3-2/10/09 Page 4 of 4

UYEETI
Date:
09/18/2017
Revision:
Client:
Union Power
../i
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
QUADRANGLE MAP WITH PROJECT BOUNDARY

41
f f ice. -a
t/Itl
�'A
Project Boundary r
., 0 & _7
.' , !
600
l y
--
- ZZ—
/ F p
fie• � � � - rrr � �. f � �
UnionPowerFlowes Store Substation Property on a
Cooperative UC SYNEZGETIC 7.5' USGS Quadrangle
.4 T ,,A ,gym. En:rpr' �%: peruNc ib�
N 4415 Joyner Road
Concord, NC 28025
Project Boundary L Cabarrus County
Source: U.S. Department of Agriculture, Natural Resources 0 600 1,200 2,400 EXHIBIT
Conservation Service Feet B

U �*
Date:
09/18/2017
Revision:
Client:
Union Power
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
VICINITY MAP WITH PROJECT BOUNDARY

Ga
Unionhwer
SCooperative
.4 T—h—­ E­gy C,.perazi—>St-
la
UC SYNEZGETIC`p
I'I
Source: ESRI Datamap, Union Power Cooperative
�dgyf e'g-6
ro
mac`
m
Q
Union Power Transmission
Road
Project Site
Flowes Store Substation Property on a
Vicinity Map
4415 Joyner Road
Concord, NC 28025
Cabarrus County
0 1,500 3,000 6,000 EXHIBIT
Feet I D

UYEETI
Date:
09/18/2017
Revision:
Client:
Union Power
../i
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
AERIAL PHOTOGRAPHY WITH PROJECT BOUNDARY

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UEETI
Date:
09/18/2017
Revision:
Client:
Union Power
../iy'
LIC SYNERGETIC, L.L.C.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
STORMWATER CALCUATIONS
PRE -DEVELOPMENT
2 YEAR EVENT, 10 YEAR EVENT,
& CALCULATIONS
POST -DEVELOPMENT
2 YEAR EVENT, 10 YEAR EVENT,
& CALCULATIONS

U E_ET1
Date:
09/18/2017
Revision:
Client:
Union Power
LIC SYNERGETIC, L.L.C.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
STORMWATER CALCUATIONS
PRE -DEVELOPMENT
2 YEAR EVENT, 10 YEAR EVENT,
& CALCULATIONS
POST -DEVELOPMENT
2 YEAR EVENT, 10 YEAR EVENT,
& CALCULATIONS

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SN Element X Coordinate Y Coordinate Description Invert Boundary Flap Fixed Peak Peak Maximum Maximum
ID Elevation Type Gate Water Inflow Lateral HGL Depth HGL Elevation
Elevation Inflow Attained Attained
(ft) (ft) (cfs) (cfs) (ft) (ft)
1 Out -01 5190.51 12257.15 566.20 NORMAL NO 566.20
2 Out -02 9834.51 12590.85 556.00 NORMAL NO 556.00

SN Element Description
ID
1 Rain Gage -01
Data Data Rainfall Rain State County Return Rainfall Rainfall
Source Source Type Units Period Depth Distribution
ID
(years) (inches)
Time Series TS -01 Cumulative inches North Carolina Cabarrus 2 3.5 SCS Type II 24 -hr

SN
Element Description
Area
Drainage
Weighted
Rain Gage
Total
Total
Peak
Time
ID
Node ID
Curve
ID
Precipitation
Runoff
Runoff
of
Number
Concentration
(acres)
(inches)
(inches)
(cfs)
(days hh:mm:ss)
1
DRAINAGEAREA-1
4.49
Out -01
68.47
Rain Gage -01
3.50
0.93
2.11
0 00:55:37
2
DRAINAGEAREA-2
8.32
Out -02
55.65
Rain Gage -01
3.50
0.37
1.06
0 00:47:36
3
DRAINAGEAREA-3
3.76
Out -02
60.46
Rain Gage -01
3.50
0.55
0.95
0 00:46:18

SN Element X Coordinate Y Coordinate Description Invert Boundary Flap Fixed Peak Peak Maximum Maximum
ID Elevation Type Gate Water Inflow Lateral HGL Depth HGL Elevation
Elevation Inflow Attained Attained
(ft) (ft) (cfs) (cfs) (ft) (ft)
1 Out -01 5190.51 12257.15 566.20 NORMAL NO 566.20
2 Out -02 9834.51 12590.85 556.00 NORMAL NO 556.00

SN Element Description
ID
1 Rain Gage -01
Data Data Rainfall Rain State County Return Rainfall Rainfall
Source Source Type Units Period Depth Distribution
ID
(years) (inches)
Time Series TS -02 Cumulative inches North Carolina Cabarrus 10 5.1 SCS Type II 24 -hr

SN
Element Description
Area
Drainage
Weighted
Rain Gage
Total
Total
Peak
Time
ID
Node ID
Curve
ID
Precipitation
Runoff
Runoff
of
Number
Concentration
(acres)
(inches)
(inches)
(cfs)
(days hh:mm:ss)
1
DRAINAGEAREA-1
4.49
Out -01
68.47
Rain Gage -01
5.10
1.99
5.01
0 00:55:37
2
DRAINAGEAREA-2
8.32
Out -02
55.65
Rain Gage -01
5.10
1.07
4.62
0 00:47:36
3
DRAINAGEAREA-3
3.76
Out -02
60.46
Rain Gage -01
5.10
1.39
3.06
0 00:46:18

Autodesk® Storm and Sanitary Analysis 2016 - Version 10.1.53 (Build 1)
-----------------------------------------------------------------------------------------
*******************
Project Description
*******************
File Name ................. Flowes drainage PRE 9-21-17.SPF
****************
Analysis Options
****************
Flow Units ................ cfs
Subbasin Hydrograph Method. SCS TR -20
Time of Concentration...... SCS TR -55
Storage Node Exfiltration.. None
Starting Date ............. AUG -21-2017 00:00:00
Ending Date ............... AUG -22-2017 00:00:00
Report Time Step .......... 00:05:00
*************
Element Count
*************
Number of rain gages ...... 1
Number of subbasins ....... 3
Number of nodes ........... 2
Number of links ........... 0
****************
Subbasin Summary
****************
Subbasin Total
Area
ID acres
------------------------------
DRAINAGEAREA-1 4.49
DRAINAGEAREA-2 8.32
DRAINAGEAREA-3 3.76
************
Node Summary
************
Node Element
Invert
Maximum
Ponded External
ID Type
Elevation
Elev.
Area Inflow
ft
ft
ftz
------------------------------------------------------------------------------
Out-01 OUTFALL
566.20
566.20
0.00
Out -02 OUTFALL
556.00
556.00
0.00
**************************
Volume
Depth
Runoff Quantity Continuity
**************************
acre -ft
inches
Total Precipitation ......
4.893
3.543
Surface Runoff ...........
0.076
0.055
Continuity Error (o) .....
-0.002
**************************
Volume
Volume
Flow Routing Continuity
**************************
acre -ft
Mgallons
External Inflow ..........
0.000
0.000
External Outflow .........
0.757
0.247
Autodesk Storm and Sanitary Analysis

Initial Stored Volume .... 0.000 0.000
Final Stored Volume ...... 0.000 0.000
Continuity Error (%) ..... 0.000
******************************************
Composite Curve Number Computations Report
******************************************
--------------------------
Subbasin DRAINAGEAREA-1
--------------------------
--------------------------
Subbasin DRAINAGEAREA-2
--------------------------
Area
Soil
Soil/Surface Description
----------------------------------------------------------------------------------------
(acres)
Group
CN
Woods, Fair
1.95
C
73.00
Woods & grass combination, Fair
2.54
B
65.00
Composite Area & Weighted CN
4.49
B
68.47
--------------------------
Subbasin DRAINAGEAREA-2
--------------------------
--------------------------
Subbasin DRAINAGEAREA-3
--------------------------
Area
Soil
Soil/Surface Description
(acres)
Group
CN
----------------------------------------------------------------------------------------
Woods, Fair
1.73
B
60.00
Paved parking & roofs
0.71
B
98.00
Paved parking & roofs
0.14
B
98.00
Brush, Good
5.69
B
48.00
Composite Area & Weighted CN
8.27
55.65
--------------------------
Subbasin DRAINAGEAREA-3
--------------------------
***************************************************
SCS TR -55 Time of Concentration Computations Report
***************************************************
Sheet Flow Equation
-------------------
Tc = (0.007 * ((n * Lf) ^0.8)) / ((P^0.5) * (Sf^0.4))
Where:
Tc = Time of Concentration (hrs)
n = Manning's Roughness
Lf = Flow Length (ft)
P = 2 yr, 24 hr Rainfall (inches)
Sf = Slope (ft/ft)
Shallow Concentrated Flow Equation
----------------------------------
V = 16.1345 * (Sf^0.5) (unpaved surface)
V = 20.3282 * (Sf^0.5) (paved surface)
V = 15.0 * (Sf^0.5) (grassed waterway surface)
V = 10.0 * (Sf^0.5) (nearly bare & untilled surface)
Autodesk Storm and Sanitary Analysis
Area
Soil
Soil/Surface Description
(acres)
Group
CN
----------------------------------------------------------------------------------------
Woods, Good
1.99
B
55.00
Woods & grass combination, Fair
1.68
B
65.00
Paved parking & roofs
0.09
B
98.00
Composite Area & Weighted CN
3.76
60.46
***************************************************
SCS TR -55 Time of Concentration Computations Report
***************************************************
Sheet Flow Equation
-------------------
Tc = (0.007 * ((n * Lf) ^0.8)) / ((P^0.5) * (Sf^0.4))
Where:
Tc = Time of Concentration (hrs)
n = Manning's Roughness
Lf = Flow Length (ft)
P = 2 yr, 24 hr Rainfall (inches)
Sf = Slope (ft/ft)
Shallow Concentrated Flow Equation
----------------------------------
V = 16.1345 * (Sf^0.5) (unpaved surface)
V = 20.3282 * (Sf^0.5) (paved surface)
V = 15.0 * (Sf^0.5) (grassed waterway surface)
V = 10.0 * (Sf^0.5) (nearly bare & untilled surface)
Autodesk Storm and Sanitary Analysis

V = 9.0 * (Sf^0.5) (cultivated straight rows surface)
V = 7.0 * (Sf^0.5) (short grass pasture surface)
V = 5.0 * (Sf^0.5) (woodland surface)
V = 2.5 * (Sf^0.5) (forest w/heavy litter surface)
Tc = (Lf / V) / (3600 sec/hr)
Where:
Tc = Time of Concentration (hrs)
Lf = Flow Length (ft)
V = Velocity (ft/sec)
Sf = Slope (ft/ft)
Channel Flow Equation
---------------------
V = (1.49 * (R^(2/3)) * (Sf^0.5)) / n
R = Aq / Wp
Tc = (Lf / V) / (3600 sec/hr)
Where:
Tc = Time of Concentration (hrs)
Lf = Flow Length (ft)
R = Hydraulic Radius (ft)
Aq = Flow Area (ft2)
Wp = Wetted Perimeter (ft)
V = Velocity (ft/sec)
Sf = Slope (ft/ft)
n = Manning's Roughness
--------------------------
Subbasin DRAINAGEAREA-1
--------------------------
Sheet
Flow Computations
Subarea A
Subarea B
-----------------------
Subarea A
Subarea B
C
Flow Length (ft):
440.00
0.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Slope (%):
9.54
0.00
0.00
Flow Length (ft):
260.00
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Slope (o):
5.68
0.00
0.00
Velocity (ft/sec):
1.54
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
0.00
0.00
Computed Flow Time (minutes):
4.76
0.00
0.00
Velocity (ft/sec):
0.09
0.00
0.00
Computed Flow Time (minutes):
50.65
0.00
0.00
Shallow Concentrated Flow Computations
--------------------------------------
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea A
Subarea B
C
Flow Length (ft):
440.00
0.00
0.00
Slope (%):
9.54
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Velocity (ft/sec):
1.54
0.00
0.00
Computed Flow Time (minutes):
4.76
0.00
0.00
Autodesk Storm and Sanitary Analysis
Subarea
Subarea

Channel
-------------------------
Flow Computations
Subarea A
Sheet Flow Computations
C
Subarea A
Subarea B
C
C
560.00
0.00
Manning's Roughness:
Manning's Roughness:
0.04
0.00
0.00
Slope (%):
Flow Length (ft):
240.00
0.00
Flow Length (ft):
112.00
0.00
0.00
8.67
0.00
0.00
Unpaved
Channel Slope (%):
4.46
0.00
0.00
0.00
1.39
0.00
Velocity (ft/sec):
Cross Section Area (ft2):
10.10
0.00
0.00
Computed Flow Time (minutes):
Computed Flow Time (minutes):
40.11
0.00
Wetted Perimeter (ft):
10.32
0.00
0.00
Flow Computations
-------------------------
Velocity (ft/sec):
8.86
0.00
0.00
Computed Flow Time (minutes):
0.21
0.00
0.00
Total TOC (minutes): 55.62
--------------------------
Subbasin DRAINAGEAREA-2
--------------------------
Subarea A
Sheet Flow Computations
C
-----------------------
Subarea A
Subarea B
C
560.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Slope (%):
Flow Length (ft):
240.00
0.00
0.00
Slope (o):
8.67
0.00
0.00
Unpaved
2 yr, 24 hr Rainfall (in):
3.49
0.00
0.00
1.39
0.00
Velocity (ft/sec):
0.10
0.00
0.00
Computed Flow Time (minutes):
Computed Flow Time (minutes):
40.11
0.00
0.00
Shallow Concentrated Flow Computations
--------------------------------------
Flow Computations
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea
Subarea
Subarea A
Subarea B
C
Flow Length (ft):
560.00
0.00
0.00
Slope (%):
7.68
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Velocity (ft/sec):
1.39
0.00
0.00
Computed Flow Time (minutes):
6.71
0.00
0.00
Channel
Flow Computations
-------------------------
Subarea A
Subarea B
C
Manning's Roughness:
0.04
0.00
0.00
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea
Subarea

Total TOC (minutes): 47.61
--------------------------
Subbasin DRAINAGEAREA-3
--------------------------
Sheet
Flow Length (ft):
373.00
0.00
0.00
Subarea A
Subarea B
C
Channel Slope (%):
3.75
0.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Cross Section Area (ftz):
20.91
0.00
0.00
Flow Length (ft):
277.00
0.00
0.00
Wetted Perimeter (ft):
22.18
0.00
0.00
Slope (o):
11.19
0.00
0.00
Velocity (ft/sec):
7.93
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
0.00
0.00
Computed Flow Time (minutes):
0.78
0.00
0.00
Velocity (ft/sec):
0.11
0.00
Total TOC (minutes): 47.61
--------------------------
Subbasin DRAINAGEAREA-3
--------------------------
Sheet
Flow Computations
Subarea A
Subarea B
-----------------------
Subarea A
Subarea B
C
Flow Length (ft):
297.00
0.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Slope (%):
3.74
0.00
0.00
Flow Length (ft):
277.00
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Slope (o):
11.19
0.00
0.00
Velocity (ft/sec):
0.97
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
0.00
0.00
Computed Flow Time (minutes):
5.10
0.00
0.00
Velocity (ft/sec):
0.11
0.00
0.00
Flow Computations
Computed Flow Time (minutes):
40.62
0.00
0.00
Shallow Concentrated Flow Computations
--------------------------------------
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea
Subarea A
Subarea B
C
Flow Length (ft):
297.00
0.00
0.00
Slope (%):
3.74
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Velocity (ft/sec):
0.97
0.00
0.00
Computed Flow Time (minutes):
5.10
0.00
0.00
Channel
-------------------------
Flow Computations
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea
Subarea A
Subarea B
C
Manning's Roughness:
0.04
0.00
0.00
Flow Length (ft):
277.00
0.00
0.00
Channel Slope (o):
3.75
0.00
0.00
Cross Section Area (ft2):
20.91
0.00
0.00
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea

Wetted Perimeter (ft): 22.18 0.00
0.00
Velocity (ft/sec): 7.93 0.00
0.00
Computed Flow Time (minutes): 0.58 0.00
0.00
Total TOC (minutes): 46.31
***********************
Subbasin Runoff Summary
***********************
--------------------------------------------------------------------------
Subbasin
Total
Total
Peak
Weighted
Time of
ID
Precip
Runoff
Runoff
Curve
Concentration
in
in
cfs
Number
days
hh:mm:ss
--------------------------------------------------------------------------
DRAINAGEAREA-1
3.50
0.93
2.11
68.470
0
00:55:37
DRAINAGEAREA-2
3.50
0.37
1.06
55.650
0
00:47:36
DRAINAGEAREA-3
--------------------------------------------------------------------------
3.50
0.55
0.95
60.460
0
00:46:18
Analysis began on: Mon Sep 18 13:25:24 2017
Analysis ended on: Mon Sep 18 13:25:25 2017
Total elapsed time: 00:00:01
Autodesk Storm and Sanitary Analysis

U E_ET1
Date:
09/18/2017
Revision:
Client:
Union Power
LIC SYNERGETIC, L.L.C.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
STORMWATER CALCUATIONS
PRE -DEVELOPMENT
2 YEAR EVENT, 10 YEAR EVENT,
& CALCULATIONS
POST -DEVELOPMENT
2 YEAR EVENT, 10 YEAR EVENT,
& CALCULATIONS

ANALYSIS ♦ \
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_^('UNION
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0 RIVER ROAD
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SN Element X Coordinate Y Coordinate Description Invert Boundary Flap Fixed Peak Peak Maximum Maximum
ID Elevation Type Gate Water Inflow Lateral HGL Depth HGL Elevation
Elevation Inflow Attained Attained
(ft) (ft) (cfs) (cfs) (ft) (ft)
1 Out -01 1395.38 15667.06 566.20 NORMAL NO 0.22 0.22 0.00 566.20
2 Out -02 11392.95 19886.81 556.00 NORMAL NO 3.61 3.61 0.00 556.00

Sle Element X—e,Jinate YC... dinate Description Invert Max Max Initial Initial Punted Evaporation Peak Peak Peak Peak Maximum Maximum Average Average Time of Total Total Total Total
ID Elevation (Rim) (Rim) Water Water Area Loss Inflow Lateral Outflow Exfiltration HGL HGL HGL HGL Maximum Exfiltration Flooded Time Retention
Elevation Offset Elevation Depth Inflow Flow Elevation Depth Elevation Depth HGL Volume Volume Flooded Time
Rate Attained Attained Attained Attained Occucrenu
(ft) (ft) (ft) (ft) (ft) (ft') (c(s) (c(s) ON (cfm) (k) (k) (ft) (ft) (dayshh:mm) (I000-k') (ac-Inches) (minutes) (seconds)
1 5tor-03 1993.32 11546.62 589.00 593.00 4.00 589.00 0.00 0.00 0.00 7.90 7.90 2.01 0.00 592.26 3.26 590.68 1.68 013:25 0.00 0.00 0.00 0.00

SN Element Description From (Inlet) To (Outlet) From (Inlet)
To (Outlet)
Type Flap Crest Crest Length
Weir
Discharge Peak
ID Node Node Node
Node
Gate Elevation Offset
Total
Coefficient Flow
Invert
Invert
Height
Elevation
Elevation
(ft)
(ft)
(ft) (ft) (ft)
(ft)
(cfs)
1 Weir -01 Stor-03 Out -02 589.00
5S6.00
RECTANGULAR NO 592.25 3.25 670.00
18.00
2.60 2.01

SN Element Description
ID
1 Rain Gage -01
Data Data Rainfall Rain State County Return Rainfall Rainfall
Source Source Type Units Period Depth Distribution
ID
(years) (inches)
Time Series TS -03 Cumulative inches North Carolina Cabarrus 25 6 SCS Type II 24 -hr

SN Element Description
ID
1 DRAINAGEAREA-1
2 DRAINAGEAREA-2a
3 DRAINAGEAREA-2b
4 DRAINAGEAREA-3
Area
Drainage
Weighted
Rain Gage
Total
Total
Peak
Time
Node ID
Curve
ID
Precipitation
Runoff
Runoff
of
Number
Concentration
(acres)
(inches)
(inches)
(cfs)
(days hh:mm:ss)
1.29
Out -01
55.24
Rain Gage -01
3.50
0.35
0.22
0 00:26:01
5.64
Stor-03
87.47
Rain Gage -01
3.50
2.22
7.99
0 00:49:38
5.87
Out -02
68.92
Rain Gage -01
3.50
0.95
2.69
0 00:59:55
3.76
Out -02
60.46
Rain Gage -01
3.50
0.55
0.95
0 00:46:18

SN Element X Coordinate Y Coordinate Description Invert Boundary Flap Fixed Peak Peak Maximum Maximum
ID Elevation Type Gate Water Inflow Lateral HGL Depth HGL Elevation
Elevation Inflow Attained Attained
(ft) (ft) (cfs) (cfs) (ft) (ft)
1 Out -01 1395.38 15667.06 566.20 NORMAL NO 1.05 1.05 0.00 566.20
2 Out -02 11392.95 19886.81 556.00 NORMAL NO 22.07 9.21 0.00 556.00

Sle Element X—e,Jinate YC... dinate Description Invert Max Max Initial Initial Punted Evaporation Peak Peak Peak Peak Maximum Maximum Average Average Time of Total Total Total Total
ID Elevation (Rim) (Rim) Water Water Area Loss Inflow Lateral Outflow Exfiltration HGL HGL HGL HGL Maximum Exfiltration Flooded Time Retention
Elevation Offset Elevation Depth Inflow Flow Elevation Depth Elevation Depth HGL Volume Volume Flooded Time
Rate Attained Attained Attained Attained Occucrenu
(ft) (ft) (ft) (ft) (ft) (ft') (c(s) (c(s) ON (cfm) (k) (k) (ft) (k) (days hh:mm) (I000-k') (ac-Inches) (minutes) (seconds)
1 5tor-03 1993.32 11546.62 589.00 593.00 4.00 589.00 0.00 0.00 0.00 13.10 13.10 12.86 0.00 592.29 3.29 590.82 1.82 012:34 0.00 0.00 0.00 0.00

SN Element Description From (Inlet) To (Outlet) From (Inlet)
To (Outlet)
Type Flap Crest Crest Length
Weir
Discharge Peak
ID Node Node Node
Node
Gate Elevation Offset
Total
Coefficient Flow
Invert
Invert
Height
Elevation
Elevation
(ft)
(ft)
(ft) (ft) (ft)
(ft)
(cfs)
1 Weir -01 Stor-03 Out -02 589.00
5S6.00
RECTANGULAR NO 592.25 3.25 670.00
18.00
2.60 12.86

SN Element Description
ID
1 Rain Gage -01
Data Data Rainfall Rain State County Return Rainfall Rainfall
Source Source Type Units Period Depth Distribution
ID
(years) (inches)
Time Series TS -03 Cumulative inches North Carolina Cabarrus 25 6 SCS Type II 24 -hr

SN
Element Description
Area
Drainage
Weighted
Rain Gage
Total
Total
Peak
Time
ID
Node ID
Curve
ID
Precipitation
Runoff
Runoff
of
Number
Concentration
(acres)
(inches)
(inches)
(cfs)
(days hh:mm:ss)
1
DRAINAGEAREA-1
1.29
Out -01
55.24
Rain Gage -01
5.10
1.05
1.05
0 00:26:01
2
DRAINAGEAREA-2a
5.64
Stor-03
87.47
Rain Gage -01
5.10
3.71
13.18
0 00:49:38
3
DRAINAGEAREA-2b
5.87
Out -02
68.92
Rain Gage -01
5.10
2.02
6.32
0 00:59:55
4
DRAINAGEAREA-3
3.76
Out -02
60.46
Rain Gage -01
5.10
1.39
3.06
0 00:46:18

Autodesk® Storm and Sanitary Analysis 2016 - Version 10.1.53 (Build 1)
-----------------------------------------------------------------------------------------
Project Description
*******************
File Name ................. Flowes drainage POST 9-21-17.SPF
Analysis Options
Flow Units ................ cfs
Subbasin Hydrograph Method. SCS TR -20
Time of Concentration...... SCS TR -55
Link Routing Method ....... Kinematic Wave
Storage Node Exfiltration.. None
Starting Date ............. AUG -21-2017 00:00:00
Ending Date ............... AUG -22-2017 00:00:00
Report Time Step .......... 00:05:00
*************
Element Count
*************
Number of rain gages
...... 1
Number of subbasins
....... 4
Number of nodes ...........
3
Number of links ...........
1
Subbasin Summary
Subbasin
Total
Area
ID
acres
------------------------------
DRAINAGEAREA-1
1.29
DRAINAGEAREA-2a
5.64
DRAINAGEAREA-2b
5.87
DRAINAGEAREA-3
3.76
************
Node Summary
************
Node
Element
Invert
Maximum
Ponded External
ID
Type
Elevation
Elev.
Area Inflow
ft
ft
ftz
------------------------------------------------------------------------------
Out-01
OUTFALL
566.20
566.20
0.00
Out -02
OUTFALL
556.00
577.25
0.00
Stor-03
STORAGE
589.00
593.00
0.00
************
Link Summary
************
Link From Node To Node Element Length Slope Manning's
ID Type ft o Roughness
Weir -01 Stor-03 Out -02 WEIR
************************** Volume Depth
Autodesk Storm and Sanitary Analysis

Runoff Quantity Continuity acre -ft inches
************************** --------- -------
Total Precipitation ...... 7.125 5.163
Surface Runoff ........... 0.324 0.235
Continuity Error (%) ..... -0.002
************************** Volume Volume
Flow Routing Continuity acre -ft Mgallons
************************** --------- ---------
External Inflow .......... 0.000 0.000
External Outflow ......... 2.578 0.840
Initial Stored Volume .... 0.000 0.000
Final Stored Volume ...... 0.656 0.214
Continuity Error (%) ..... 0.001
******************************************
Composite Curve Number Computations Report
******************************************
--------------------------
Subbasin DRAINAGEAREA-1
--------------------------
---------------------------
Subbasin DRAINAGEAREA-2a
---------------------------
Area
Soil
Soil/Surface Description
(acres)
Group
CN
----------------------------------------------------------------------------------------
Meadow, non -grazed
0.10
B
58.00
Woods, Good
1.19
B
55.00
Composite Area & Weighted CN
1.29
B
55.24
---------------------------
Subbasin DRAINAGEAREA-2a
---------------------------
---------------------------
Subbasin DRAINAGEAREA-2b
---------------------------
Area
Soil
Soil/Surface Description
(acres)
Group
CN
----------------------------------------------------------------------------------------
Woods & grass combination, Fair
1.80
B
65.00
Paved parking & roofs
2.28
B
98.00
Paved parking & roofs
0.53
B
98.00
Paved parking & roofs
1.03
B
98.00
Composite Area & Weighted CN
5.64
B
87.47
---------------------------
Subbasin DRAINAGEAREA-2b
---------------------------
--------------------------
Subbasin DRAINAGEAREA-3
--------------------------
Area
Soil
Soil/Surface Description
(acres)
Group
CN
----------------------------------------------------------------------------------------
> 75% grass cover, Good
0.36
B
61.00
Paved parking & roofs
0.19
B
98.00
Paved parking & roofs
0.14
B
98.00
Woods & grass combination, Good
1.86
B
58.00
Woods & grass combination, Poor
3.32
B
73.00
Composite Area & Weighted CN
5.87
68.92
--------------------------
Subbasin DRAINAGEAREA-3
--------------------------
Autodesk Storm and Sanitary Analysis
Area
Soil
Soil/Surface Description
----------------------------------------------------------------------------------------
(acres)
Group
CN
Woods, Good
1.99
B
55.00
Woods & grass combination, Fair
1.68
B
65.00
Paved parking & roofs
0.09
B
98.00
Composite Area & Weighted CN
3.76
60.46
Autodesk Storm and Sanitary Analysis

***************************************************
SCS TR -55 Time of Concentration Computations Report
***************************************************
Sheet Flow Equation
-------------------
Tc = (0.007 * ((n * Lf) ^0.8)) / ((P^0.5) * (Sf^0.4))
Where:
Tc = Time of Concentration (hrs)
n = Manning's Roughness
Lf = Flow Length (ft)
P = 2 yr, 24 hr Rainfall (inches)
Sf = Slope (ft/ft)
Shallow Concentrated Flow Equation
----------------------------------
V
= 16.1345 * (Sf^0.5) (unpaved surface)
V
= 20.3282
* (Sf^0.5)
(paved surface)
V
= 15.0
* (Sf^0.5)
(grassed waterway surface)
V
= 10.0
* (Sf^0.5)
(nearly bare & untilled surface)
V
= 9.0 *
(Sf^0.5)
(cultivated straight rows surface)
V
= 7.0 *
(Sf^0.5)
(short grass pasture surface)
V
= 5.0 *
(Sf^0.5)
(woodland surface)
V
= 2.5 *
(Sf^0.5)
(forest w/heavy litter surface)
Tc
= (Lf /
V) / (3600
sec/hr)
Where:
Tc = Time of Concentration (hrs)
Lf = Flow Length (ft)
V = Velocity (ft/sec)
Sf = Slope (ft/ft)
Channel Flow Equation
---------------------
V = (1.49 * (R^(2/3)) * (Sf^0.5)) / n
R = Aq / Wp
Tc = (Lf / V) / (3600 sec/hr)
Where:
Tc = Time of Concentration (hrs)
Lf = Flow Length (ft)
R = Hydraulic Radius (ft)
Aq = Flow Area (ft2)
Wp = Wetted Perimeter (ft)
V = Velocity (ft/sec)
Sf = Slope (ft/ft)
n = Manning's Roughness
--------------------------
Subbasin DRAINAGEAREA-1
--------------------------
Sheet Flow Computations
-----------------------
Subarea A Subarea B Subarea
C
Manning's Roughness: 0.80 0.00
0.00
Flow Length (ft): 140.00 0.00
Autodesk Storm and Sanitary Analysis

0.00
Flow Computations
Subarea A
Subarea B
C
Slope (a):
15.71
0.00
0.00
Manning's Roughness:
0.40
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
3.49
3.49
Flow Length (ft):
284.80
0.00
0.00
Velocity (ft/sec):
0.11
0.00
0.00
Channel Slope (%):
7.51
0.00
0.00
Computed Flow Time (minutes):
20.55
0.00
0.00
Cross Section Area (ftz):
15.00
0.00
Channel
-------------------------
Flow Computations
3.49
3.49
Total TOC (minutes): 26.02
---------------------------
Subbasin DRAINAGEAREA-2a
---------------------------
Sheet
Flow Computations
Subarea A
Subarea B
C
Subarea A
Subarea B
C
Manning's Roughness:
0.40
0.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Flow Length (ft):
284.80
0.00
0.00
Flow Length (ft):
257.00
0.00
0.00
Channel Slope (%):
7.51
0.00
0.00
Slope (o):
6.61
0.00
0.00
Cross Section Area (ftz):
15.00
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
3.49
3.49
Wetted Perimeter (ft):
19.14
0.00
0.00
Velocity (ft/sec):
0.09
0.00
0.00
Velocity (ft/sec):
0.87
0.00
0.00
Computed Flow Time (minutes):
47.23
0.00
0.00
Computed Flow Time (minutes):
5.47
0.00
0.00
Total TOC (minutes): 26.02
---------------------------
Subbasin DRAINAGEAREA-2a
---------------------------
Sheet
Flow Computations
Subarea A
Subarea B
-----------------------
Subarea A
Subarea B
C
Flow Length (ft):
30.00
0.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Slope (%):
29.17
0.00
0.00
Flow Length (ft):
257.00
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Slope (o):
6.61
0.00
0.00
Velocity (ft/sec):
2.70
0.00
2 yr, 24 hr Rainfall (in):
3.49
3.49
3.49
Velocity (ft/sec):
0.09
0.00
0.00
Computed Flow Time (minutes):
47.23
0.00
0.00
Shallow Concentrated Flow Computations
--------------------------------------
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea
Subarea A
Subarea B
C
Flow Length (ft):
30.00
0.00
0.00
Slope (%):
29.17
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Velocity (ft/sec):
2.70
0.00
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea

0.00
Flow Computations
Subarea A
Subarea B
-----------------------
Computed Flow Time (minutes):
0.19
0.00
0.00
Flow Length (ft):
400.00
0.00
Channel
-------------------------
Flow Computations
0.80
0.00
0.00
Slope (%):
Subarea A
Subarea B
C
Flow Length (ft):
280.00
0.00
0.00
Manning's Roughness:
0.04
0.00
0.00
Slope (o):
5.71
0.00
0.00
Flow Length (ft):
690.00
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
3.49
3.49
Channel Slope (%):
2.03
0.00
0.00
Velocity (ft/sec):
0.09
0.00
0.00
Cross Section Area (ft2):
15.00
0.00
0.00
Computed Flow Time (minutes):
53.63
0.00
0.00
Wetted Perimeter (ft):
19.14
0.00
0.00
Velocity (ft/sec):
5.16
0.00
0.00
Computed Flow Time (minutes):
2.23
0.00
0.00
Total TOC (minutes): 49.64
---------------------------
Subbasin DRAINAGEAREA-2b
---------------------------
Sheet
Flow Computations
Subarea A
Subarea B
-----------------------
Subarea A
Subarea B
C
Flow Length (ft):
400.00
0.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Slope (%):
7.10
0.00
0.00
Flow Length (ft):
280.00
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Slope (o):
5.71
0.00
0.00
Velocity (ft/sec):
1.33
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
3.49
3.49
Computed Flow Time (minutes):
5.01
0.00
0.00
Velocity (ft/sec):
0.09
0.00
0.00
Flow Computations
Computed Flow Time (minutes):
53.63
0.00
0.00
Shallow Concentrated Flow Computations
--------------------------------------
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea
Subarea A
Subarea B
C
Flow Length (ft):
400.00
0.00
0.00
Slope (%):
7.10
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Velocity (ft/sec):
1.33
0.00
0.00
Computed Flow Time (minutes):
5.01
0.00
0.00
Channel
-------------------------
Flow Computations
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea

Total TOC (minutes): 59.92
--------------------------
Subbasin DRAINAGEAREA-3
--------------------------
Sheet
Flow Computations
Subarea A
Subarea B
C
Subarea A
Subarea B
C
Manning's Roughness:
0.04
0.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Flow Length (ft):
610.00
0.00
0.00
Flow Length (ft):
277.00
0.00
0.00
Channel Slope (%):
3.75
0.00
0.00
Slope (o):
11.19
0.00
0.00
Cross Section Area (ftz):
20.91
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
3.49
3.49
Wetted Perimeter (ft):
22.18
0.00
0.00
Velocity (ft/sec):
0.11
0.00
0.00
Velocity (ft/sec):
7.93
0.00
0.00
Computed Flow Time (minutes):
40.62
0.00
0.00
Computed Flow Time (minutes):
1.28
0.00
0.00
Manning's Roughness:
0.04
0.00
Total TOC (minutes): 59.92
--------------------------
Subbasin DRAINAGEAREA-3
--------------------------
Sheet
Flow Computations
Subarea A
Subarea B
-----------------------
Subarea A
Subarea B
C
Flow Length (ft):
297.00
0.00
0.00
Manning's Roughness:
0.80
0.00
0.00
Slope (%):
3.74
0.00
0.00
Flow Length (ft):
277.00
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Slope (o):
11.19
0.00
0.00
Velocity (ft/sec):
0.97
0.00
0.00
2 yr, 24 hr Rainfall (in):
3.49
3.49
3.49
Computed Flow Time (minutes):
5.10
0.00
0.00
Velocity (ft/sec):
0.11
0.00
0.00
Flow Computations
-------------------------
Computed Flow Time (minutes):
40.62
0.00
0.00
Shallow Concentrated Flow Computations
--------------------------------------
Manning's Roughness:
0.04
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea
Subarea
Subarea A
Subarea B
C
Flow Length (ft):
297.00
0.00
0.00
Slope (%):
3.74
0.00
0.00
Surface Type:
Woodland
Unpaved
Unpaved
Velocity (ft/sec):
0.97
0.00
0.00
Computed Flow Time (minutes):
5.10
0.00
0.00
Channel
Flow Computations
-------------------------
Subarea A
Subarea B
C
Manning's Roughness:
0.04
0.00
0.00
Flow Length (ft):
277.00
0.00
0.00
Autodesk Storm and Sanitary Analysis
Subarea
Subarea
Subarea
Subarea

Total TOC (minutes): 46.31
***********************
Subbasin Runoff Summary
***********************
--------------------------------------------------------------------------
Subbasin
Channel Slope (%):
3.75
0.00
0.00
Time of
Time of Peak
ID
Precip
Cross Section Area (ftz):
20.91
0.00
0.00
Flooding
in
in
Wetted Perimeter (ft):
22.18
0.00
0.00
--------------------------------------------------------------------------
DRAINAGEAREA-1
5.10
1.04
1.05
Velocity (ft/sec):
7.93
0.00
0.00
5.10
3.71
13.18
87.470
Computed Flow Time (minutes):
0.58
0.00
0.00
2.02
6.32
68.920
Total TOC (minutes): 46.31
***********************
Subbasin Runoff Summary
***********************
--------------------------------------------------------------------------
Subbasin
Total
Total
Peak
Weighted
Time of
Time of Peak
ID
Precip
Runoff
Runoff
Curve
Concentration
Flooding
in
in
cfs
Number
days hh:mm:ss
Occurrence
--------------------------------------------------------------------------
DRAINAGEAREA-1
5.10
1.04
1.05
55.240
0 00:26:01
days hh:mm
DRAINAGEAREA-2a
5.10
3.71
13.18
87.470
0 00:49:38
DRAINAGEAREA-2b
5.10
2.02
6.32
68.920
0 00:59:55
DRAINAGEAREA-3
--------------------------------------------------------------------------
5.10
1.39
3.06
60.460
0 00:46:18
******************
Node Depth Summary
******************
-----------------------------------------------------------------------------------------
Node Average
Maximum Maximum
Time of Max
Total Total
Retention
ID
Depth
Depth
HGL
Occurrence
Flooded Time
Time
Attained
Attained
Attained
Volume Flooded
ft
ft
ft
days hh:mm
acre -in minutes
hh:mm:ss
-----------------------------------------------------------------------------------------
Out-01
0.00
0.00
566.20
0 00:00
0 0
0:00:00
Out -02
0.00
0.00
556.00
0 00:00
0 0
0:00:00
Stor-03
1.82
3.29
592.29
0 12:34
0 0
0:00:00
Node Flow Summary
------------------------------------------------------------------------------------
Node
Element
Maximum
Peak
Time of
Maximum
Time of Peak
ID
Type
Lateral
Inflow
Peak Inflow
Flooding
Flooding
Inflow
Occurrence
Overflow
Occurrence
cfs
cfs
days hh:mm
cfs
days hh:mm
------------------------------------------------------------------------------------
Out-01
OUTFALL
1.05
1.05
0 12:15
0.00
Out -02
OUTFALL
9.21
22.07
0 12:34
0.00
Stor-03
STORAGE
13.10
13.10
0 12:25
0.00
********************
Storage Node Summary
********************
Autodesk Storm and Sanitary Analysis

----------------------------------------------------------------------------------------------
------------------------------------
Storage Node ID
Maximum
Maximum
Time of Max
Average
Average
Maximum
Maximum Time of Max.
Total
Ponded
Ponded
Ponded
Ponded
Ponded
Storage Node
Exfiltration Exfiltration Exfiltrated
Condition
Volume
Volume
Volume
Volume
Volume
Outflow
Rate Rate
Volume
Flow Surcharged
1000 ft3
M
days hh:mm
1000 ft3
M
cfs
cfm hh:mm:ss
1000 ft3
Depth minutes
----------------------------------------------------------------------------------------------
------------------------------------
Stor-03
29.250
67
0 12:34
14.683
33
12.86
0.00 0:00:00
0.000
Outfall Loading Summary
-----------------------------------------------
Outfall Node ID Flow Average Peak
Frequency Flow Inflow
(0) cfs cfs
Out -01 51.02 0.11 1.05
Out -02 56.86 2.19 22.07
-----------------------------------------------
System 53.94 2.30 22.59
*****************
Link Flow Summary
*****************
------------------------------------------------------------------------------------------------
-------------------------------
Link ID
Element
Time of
Maximum Length
Peak Flow
Design
Ratio of
Ratio of Total
Reported
Type
Peak Flow
Velocity Factor
during
Flow
Maximum
Maximum Time
Condition
Occurrence
Attained
Analysis
Capacity
/Design
Flow Surcharged
days hh:mm
ft/sec
cfs
cfs
Flow
Depth minutes
-------------------------------------------------------------------------------------------
-------------------------------
Weir-01 WEIR 0 12:34 12.86
0.00
********************************
Highest Flow Instability Indexes
********************************
All links are stable.
Analysis began on: Thu Sep 21 09:24:10 2017
Analysis ended on: Thu Sep 21 09:24:11 2017
Total elapsed time: 00:00:01
Autodesk Storm and Sanitary Analysis

U �*
Date:
09/18/2017
Revision:
Client:
Union Power
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
NRCS SOIL REPORT AND MAP

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USDA United States
Department of
Agriculture
N RCS
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
Cabarrus County,
North Carolina
Flowes Store
August 4, 2017

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://offices.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
2

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.
3

Contents
Preface....................................................................................................................
2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................
8
SoilMap................................................................................................................9
Legend................................................................................................................10
MapUnit Legend................................................................................................
11
MapUnit Descriptions.........................................................................................11
Cabarrus County, North Carolina....................................................................13
BaF—Badin channery silt loam, 15 to 45 percent slopes ............................13
TaB—Tarrus silt loam, 2 to 8 percent slopes...............................................14
TaD—Tarrus silt loam, 8 to 15 percent slopes.............................................15
References............................................................................................................17
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5

Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
0

Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
7

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.
0

3
W
545120
35° 18'38" N o
i°
35' 18'29'N
Custom Soil Resource Report
Soil Map
545170 545710 545270 545320 545370 545420
545470 545510 545570
545170 545220 545270 545320 545370
3
M
a Map Scale: 1:2,300 W printed on A landscape (11"x8.5") sheet.
Meters
$ N 0 30 60 120 180
Feet
0 100 200 400 600
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
9
545420 545470 545520 545570
35° 18' 29'N
545620
3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
im 0
Soil Map Unit Lines
■
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
.4
Gravelly Spot
0
Landfill
Lava Flow
Marsh or swamp
+
Mine or Quarry
Water Features
Miscellaneous Water
scale.
Perennial Water
Streams and Canals
Rock Outcrop
Saline Spot
Transportation
Sandy Spot
�}}
Severely Eroded Spot
measurements.
Sinkhole
Interstate Highways
Slide or Slip
oa
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
A
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.
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.
10
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cabarrus County, North Carolina
Survey Area Data: Version 15, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Feb 11, 2011—Feb
13, 2011
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.

Custom Soil Resource Report
Map Unit Legend
Cabarrus County, North Carolina (NCO25)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BaF
Badin channery silt loam, 15 to
45 percent slopes
2.7
17.3%
TaB
Tarrus silt loam, 2 to 8 percent
slopes
Tarrus silt loam, 8 to 15 percent
slopes
4.5
8.6
28.5%
TaD
54.1%
Totals for Area of Interest
15.8
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.
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
11

Custom Soil Resource Report
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.
12

Custom Soil Resource Report
Cabarrus County, North Carolina
BaF—Badin channery silt loam, 15 to 45 percent slopes
Map Unit Setting
National map unit symbol: 3r51
Elevation: 200 to 650 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Badin and similar soils: 80 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Badin
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Parent material: Residuum weathered from metavolcanics and/or argillite
Typical profile
Ap - 0 to 6 inches: channery silt loam
Bt - 6 to 35 inches: silty clay
Cr - 35 to 43 inches: weathered bedrock
R - 43 to 80 inches: unweathered bedrock
Properties and qualities
Slope: 15 to 45 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock; 40 to 80 inches
to lithic bedrock
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 6.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: C
Hydric soil rating: No
13

Custom Soil Resource Report
TaB—Tarrus silt loam, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: 2m9tx
Elevation: 200 to 650 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Tarrus and similar soils: 75 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Tarrus
Setting
Landform: I nterfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from metavolcanics and/or argillite
Typical profile
Ap - 0 to 8 inches: silt loam
Bt - 8 to 50 inches: clay loam
Cr - 50 to 80 inches: weathered bedrock
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: 40 to 60 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Hydric soil rating: No
14

Custom Soil Resource Report
TaD—Tarrus silt loam, 8 to 15 percent slopes
Map Unit Setting
National map unit symbol: 2m9ty
Elevation: 200 to 650 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Tarrus and similar soils: 75 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Tarrus
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Parent material: Residuum weathered from metavolcanics and/or argillite
Typical profile
Ap - 0 to 8 inches: silt loam
Bt - 8 to 50 inches: clay loam
Cr - 50 to 80 inches: weathered bedrock
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: 40 to 60 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Badin
Percent of map unit: 15 percent
15

Custom Soil Resource Report
Landform: Hillslopes on ridges
Landform position (two-dimensional): Shoulder, backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Hydric soil rating: No
Goldston
Percent of map unit: 5 percent
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Hydric soil rating: No
16

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
nres/detail/national/soils/?cid=nres 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www. nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
17

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/
nres/detail/soils/scientists/?cid=nres142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290.pdf
18

U �*
Date:
09/18/2017
Revision:
Client:
Union Power
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
PROPERTY DEEDS

Excise Tax $298.00
FILED
CABARRUS COUNTY NC
WAYNE NIXON
FILED Jun 16, 2014
AT 03:05 pm
BOOK 10998
START PAGE 0333
END PAGE 0339
INSTRUMENT # 12313
EXCISE TAX $298.00
FRV
Parcel Identifier No. Part of 5557-21-0228
Mail after recording to: Parker Poe Adams & Bernstein LLP 401 South, T on Street Suite 3000 Charlotte NC
28202 Attn: Bobby Sullivan Esq.
This instrument was prepared by: Parker Poe Adams & Bernstein LLP, 401 South Trvon Street, Suite 3000,
Charlotte NC 28202 LSB
Brief description for the Index: Approximately 12.38 acres in No. 10 Township, Cabarrus County, NC
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this �fo� day of 9f 2014, by and between:
GRANTOR
Luther Thompson Hartsell, III Family
Trust, dated August 5, 2005, Luther
Thompson Hartsell, IV and Jane Hartsell
Crawford, Trustees (a 50% undivided
interest)
7950 Tottenham Drive
Harrisburg. NC 28075
Heath H. Hedgpeth and spouse, James
Hedgpeth (a 50% undivided interest)
1217 Greenside Drive
Concord, NC 28027
GRANTEE
Union Electric Membership Corporation,
a North Carolina corporation (d/b/a Union Power
Cooperative)
1525 Rocky River Road North
Monroe, North Carolina 28110
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g.
corporation or partnership.
{� / x- PPAB 2446958x2

The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
James Hedgpeth joins in the execution of this deed for the purpose of releasing his marital interest in and
to the Property (as defined below).
WITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee
simple, all that certain lot or parcel of land described in Exhibit A attached hereto ("Property").
The Property was acquired by Grantor by instrument recorded in Book 539, Page 665 and in Book 6174,
Page 44, Cabarrus County Register of Deeds.
The Property does not include the primary residence of Grantor.
TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to
Grantee in fee simple.
And Grantor covenants with Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, except as
noted herein, and that Grantor will warrant and defend the title against the lawful claims of all persons
whomsoever, except for the exceptions hereinafter stated.
Title to the Property is subject to the following exceptions:
1. Taxes for the year 2014 and subsequent years, not yet due and payable.
2. Easements to Union Electric Membership Corporation recorded in Book 581, Page 225 and in
Book 6796, Page 128 in the Cabarrus County Register of Deeds.
3. The following matters shown on ALTAIACSM Land Title Survey prepared by F. Donald
Lawrence (NCPLS L-1290) of Lawrence Associates dated April 9, 2014, last revised June 4,
2014 (Job No. 3572): (a) power poles and overhead power lines; and (b) right of way of Joyner
Road.
[SIGNATURE PAGES FOLLOW]
PPAB 2446958v2

IN WITNESS WHEREOF, Grantor has hereunto set its hand and seal, the day and year first
above written.
Luther Thompson Hartsell, III Family Trust,
dated August 5, 2005
L_t_
By: I� SEAL)
Luther Thompson Hartsell, IV, Trustee of the
Luther Thompson Hartsell, III Family Trust
STATE OF NORTH CAROLINA
COUNTY OF CABARRUS
I, Robert L. Byrd, Jr. a Notary Public for Cabarrus County, State of North Carolina, do hereby
certify that Luther Thompson Hartsell, IV ("Signatory"), authorized Trustee of the Luther Thompson
Hartsell, III Family Trust dated August 5, 2005, personally appeared before me this day and
acknowledged the execution of the foregoing instrument as Trustee on behalf of the Luther Thompson
Hartsell, III Family Trust, dated August 5, 2005.
I certify that the Signatory personally appeared before me this day, and
(che k one of the following and mark through all blank lines or spaces in the certificate)
(I have personal knowledge of the identity of the Signatory); or
- (I have seen satisfactory evidence of the Signatory's identity, by a current state or federal
identification with the Signatory's photograph in the form of:
(check one of the following)
— a driver's license or
_ in the form of }; or
(a credible witness has sworn to the identity of the Signatory).
The Signatory acknowledged to me that he voluntarily signed the foregoing document for the
purpose stated and in the capacity indicated.
Witness my hand and official stamp or seal this day of __j_LA-t1q , 2014.
5e!�� �,4� 9.
Notary Public
•( 1.• sY, �,r Print Name: Robert L. Byrd, Jr.
�.•`"�,,.: My Commission Expires: 10/28/2014
N, *� .' [NOTARIAL STAMP -SEAL]
A�B��G ;' z
i
MCr
N4��
PPAB 2446958v2

Luther Thompson Hartsell, III Family Trust,
dated August 5, 2005
By: V__A_ K)%, (SEAL)
Hartsell Crawford, bkee of the
Luther Thompson Hartsell, III Family Trust
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
I, Ann E. Long -Jones, a Notary Public for Mecklenburg County, State of North Carolina, do
hereby certify that Jane Hartsell Crawford ("Signatory"), authorized Trustee of the Luther Thompson
Hartsell, III Family Trust dated August 5, 2005, personally appeared before me this day and
acknowledged the execution of the foregoing instrument as Trustee on behalf of the Luther Thompson
Hartsell, III Family Trust, dated August 5, 2005.
I certify that the Signatory personally appeared before me this day, and
(check one of the following)
I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or federal
identification with the Signatory's photograph in the form of:
(check one of the following)
a driver's license or
-- in the form of — ); or
(a credible witness has sworn to the identity of the Signatory).
The Signatory acknowledged to me that she voluntarily signed the foregoing document for the
purpose stated and in the capacity indicated. ,,41
Witness my hand and official stamp or seal this "day of June, 2014.
Notary Public
'` rI�1;• : Print Name: Ann E. Lon -Jg one
'A My Commission Expires: October 2112014
`0 [NOTARIAL STAMP -SEAL]
PPAB 2446958v2

t� ' (SEAL)
"Jkmes Hedgpeth
ICY' (SEAL)
Heath H. Hedgpeth, signed by James Hedgpeth,
Attorney -in -Fact
L mes Hedgpeth, Att rney-in-Fact for
Heath H. Hedgpeth
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
I, Ann E. Long -Jones, a Notary Public of Mecklenburg County, State of North Carolina, do
hereby certify that James Hedgpeth ("Signatory") personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
I certify that Signatory personally appeared before me this day, and
(check one of the following and mark through all blank lines or spaces in the certificate)
(I have personal knowledge of the identity of Signatory); or
t,"� (I have seen satisfactory evidence of Signatory's identity, by a current state or federal
identification with Signatory's photograph in the form of:
(chec ne of the following and mark through all blank lines)
_ a driver's license or
in the form of ); or
(a credible witness has sworn to the identity of Signatory).
Signatory acknowledged to me that he voluntarily signed the foregoing instrument for the
purpose stated and in the capacity indicated.
Witness my hand and official stamp or seal this 1 day of June, 2014.
Notary Public
f,. p
Print Name: Ann E. Long -Jones
�_ 4• QP
My Commission Expires: October 21, 2014
I %dP [NOTARIAL STAMP -SEAL]
--'� i llllillii
PPAB 2446458v2

STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
I, Ann E. Long -Jones, a Notary Public of Mecklenburg County, State of North Carolina, do
hereby certify that James Hedgpeth ("Signatory"), as Attorney -in -Fact for Heath H. Hedgpeth,
personally appeared before me this day; and
I certify that Signatory personally appeared before me this day, and
(check one of the following and mark through all blank lines or spaces in the certificate)
(I have personal knowledge of the identity of Signatory); or
(I have seen satisfactory evidence of Signatory's identity, by a current state or federal
identification with Signatory's photograph in the form of:
(chec"ne of the following and mark through all blank lines)
a driver's license or
--- in the form of — ); or
(a credible witness has sworn to the identity of Signatory).
Signatory, being by me duly sworn, acknowledged that he voluntarily executed the foregoing and
annexed instrument for and on behalf of Heath H. Hedgpeth, and that his authority to execute and
acknowledge said instrument is contained in an instrument duly executed, acknowledged, and recorded in
Book 9297, Page 200 in the Cabarrus County Register of Deeds Office, North Carolina, on the 22nd day
of September, 2010, and that this instrument was voluntarily executed under and by virtue of the authority
given by said instrument granting him power of attorney.
I do further certify that Signatory acknowledged the due execution of the foregoing and annexed
instrument for the purposes therein expressed for and in behalf of Heath H. Hedgpeth.
t,
Witness my hand and official stamp or seal this �� day of June, 2014.
PPAB 2446958x2
otary Public
Print Name: Ann E. Lon& -Jones
My Commission Expires: October 21, 2014
[NOTARIAL STAMP -SEAL]
31

EXHIBIT A
TO
DEED
Lying and being in Cabarrus County, North Carolina, and more particularly described as follows:
Being all that certain tract of land designated as "12.38 Acres" as shown on plat entitled "Minor
Subdivision Final Plat Luther Thompson Hartsell, IV & Jane Hartsell Crawford Property, No. 10
Township, Cabarrus County, NC" prepared by F. Donald Lawrence of Lawrence Associates, NCPLS L-
1290 dated October 9, 2013 (Job No. 3572) and recorded in Map Book(, Page �( fL, in the
Cabarrus County Register of Deeds.
Back deed reference: Book 539, Page 665, Book 6174, Page 44 and Book /0 3 , Page 33
Currently designated as Cabarrus County Tax Parcel Number: (a portion of) 5557-21-0228.
7
PPAB 2446958x2

,L.
5 1 ! Y\ f�3"i WA}1U,
•f
reef 282
VFW
304
RECORD !9E
STATE OF NDpOR7;p11 CAROLINA-Cabarrea County.
THIS INif ��&TYRE, Made this the ___2K4_ day of _�_ March,A.D. 195A , ie the 7anr sloe:
• • vur �_ wife
4O[dfene-droaeand acne-hundM 'ey 1.._T
Bessie Boger Narteell�} ppatiea nf.thg first part
---
Of the County Of _-9absrsua-_.—_—...__. _ __
_ gnd State of North Carolina of the•first }art and•
to limen Elen-tris M.x,h4,pf%yp..ati..n�_jno r
"
natty of
of the County of _Union .--.-- -�-------�---._-- and State of North Cawft4 of4he4ewnd past:
WITNESSETH, That the said pert 14s_ of the first part for and in consideration of the sum of_
Ten Dollars and other oonaidgratons_-_-,�•�____
_good_and.valuabls- _
to tth�em iin hand 1d yy th99 ppa of thq accord t the ac S o h c h e
o thesaidpert- - rofthi tiratpar€,ihaadpafd,-ttrc rece�paC�wlhereei<te �ie�e snSd.��_ioargar,�o�d rd oon
Vansold an b thabla r ae to do bar a1 se1len�`�conv to sats a t of h s c nd art
-eba ybargaia,�e�sand-convey-ua�et�i'�eaidpar€
tnoan
-y�Y- he preeeatddo. o _oiYthe-eaeosd _.fie&a�aee�
and its heirs and assigns, a tract or lot of land in Cabarrua County, dtate of North Carolina, in
'-'Nn: 19 Townshi;i,—atijainirsg--the�-lands--aY--LT'and•-tr-L..gart'seII' -._._�.._...._-
4hotoNowing4escribW veatentate; situate, lyiaaand-beinar-in the-Countyof Qbarrur gad-State ot-North•OareHas, bounded as
fonows, to-wit:
•
L.
Beginning at a point in the North edge o1 the Mt Pleasant Road, said point being N. 50
deg. 30 min. W. 90 it.from a large White Oak across said road, and running thence, a new
line, N. 3. deg. 45 min. W. 200 it. (passing an iron stake in the right of way at 13.5
ft.) to an iron stake, a new corner; thence a new line, S. 86 deg. 15 min. W. 168 it.
to aniron stake on the bank of a ditch, a new corner; thence S 5 deg. 19 min. W. 202
rt. (passing an iron stake indicating the right of way) to a point in the Northern edge
of a ditch on the Mt. Pleasam Road; thence wit h the ditch on the North side of said
Road N. 86 deg. 15 min. E. 200 it, to the point of beginning, ed being the same tract
or lot o1 land surveyed Feb. 27, 1958, by Ralph W,Flliott, L.S., to which survey and plat
reference.is hereby made.
I.R.Stamp3-$-55--,
TO MAV$ AND TO HOLD the aforesaid tract or lot, of land and all privileges and
appurtenances thereto belonging to tbe said .party of the seond part its heirs am ..
assigns to its only use and behoof; and the said parties of the first part covenant'
that they are seized of said premises in fee,and have the right, to convey the ease
in fee simple and that the same is free from all encumbzanoes,and that they will
warrant and defend the said title tote same against the claire of all persons whom-
soever.
In Testimonrkhereof, the said parties of the first part have hereunto net their hands
and, seals the day and year above written.
Y'; it

Excise Tax $70.00
FILED
CABARRUS COUNTY NC
WAYNE NIXON
REGISTER OF DFFnq
FILED Jun 24, 2014
AT 01:42 pm
BOOK 11009
START PAGE 0065
END PAGE 0068
INSTRUMENT # 12984
EXCISE TAX $70.00
B.w
Parcel Identifier No. Part of 5557-00-9789
Dail after recording to: Parker Poe Adams & Bernstein LLP, 401 South Tryon Street, Suite 3000, Charlotte NC
28202 Attn: Benjamin Sullivan Esq.
This instrument was prepared by: Parker Poe Adams & Bernstein LLP, 401 South Tryon Street, Suite 3000,
Charlotte, NC 28202
Brief description for the Index: Approximately 2.58 acres in No. 10 Township, Cabarrus County, NC
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this ;4+`day of June, 2014, by and between:
GRANTOR GRANTEE
Rosalyn H. Greene (widow) Union Electric Membership Corporation,
a North Carolina corporation (d/b/a Union Power
4301 Joyner Road Cooperative)
Concord, NC 28025 1525 Rocky River Road North
Monroe, North Carolina 28110
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee
simple, all that certain lot or parcel of land described in Exhibit A attached hereto ("Property").
The Property was acquired by Grantor by instrument recorded in Book 488, Page 278, Cabarrus County
Register of Deeds.
The Property does not include the primary residence of Grantor.
PPAB 2449212v2
i,W—CA '

TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to
Grantee in fee simple.
And Grantor covenants with Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, except as
noted herein, and that Grantor will warrant and defend the title against the lawful claims of all persons
whomsoever, except for the exceptions hereinafter stated.
Title to the Property is subject to the following exceptions:
Taxes for the year 2014 and subsequent years which are not yet due and payable.
2. Easement to Union Electric Membership Corporation recorded in Book 578, Page 757 in the
Cabarrus County Register of Deeds.
The following matters shown on ALTA/ACSM Land Title Survey prepared by Andrew O.
Lawrence (NCPLS L-4495) of Lawrence Associates dated April 9, 2014, last revised May 21,
2014 (Job No. 3572): (a) rights of other in and to the ditches; (b) power poles and overhead
power lines; and (c) 60' easement for ingress/egress.
[SIGNATURE PAGES FOLLOW)
PPAB 2449212v2

IN WITNESS WHEREOF, Grantor has hereunto set its hand and seal, the day and year first
above written.
(SEAL)
R salyn H. dreene
STATE OF NORTH CAROLINA
COUNTY OF CABARRUS
1, Robert L. Byrd, Jr., a Notary Public for Cabarrus County, State of North Carolina, do hereby
certify that Rosalyn H. Greene ("Signatory"), personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day, and
(check one of the following)
{I have personal knowledge of the identity of the Signatory); or
{I have seen satisfactory evidence of the Signatory's identity, by a current state or federal
identification with the Signatory's photograph in the form of:
(check one of the following)
_ a driver's license or
_ in the form of ); or
{a credible witness has sworn to the identity of the Signatory).
The Signatory acknowledged to me that she voluntarily signed the foregoing document.
/-C/
Witness my hand and official stamp or seal t ' ' day of June, 2014.
Notary Public
Ale - 6'41di
'L ��4t,♦ Print Name: Robert L. Byrd, Jr.
e #
�
it ^TAY It
9
My Commission Expires: 10/28/2014
[NOTARIAL STAMP -SEAL]
PPAB 2449212x2 3

EXHIBIT A
TO
DEED
Lying and being in Cabarrus County, North Carolina, and more particularly described as follows:
Being all that certain tract of land designated as "2.68 Acres" as shown on plat entitled "Minor
Subdivision Final Plat Rosalyn H. Green Property, No. 10 Township, Cabarrus County, NC" prepared by
F. Donald L wrence of Lawrence Associates, NCPLS L-1290 dated December 9, 2013, and recorded in
Map Book , Page, in the Cabarrus County Register of Deeds.
Back deed reference: Book 488, Page 278, Cabarrus County Register of Deeds.
Currently designated as Cabarrus County Tax Parcel Number: (a portion of) 5557-00-9789.
PPAB 2449212v2 4

UYEETI
Date:
09/18/2017
Revision:
Client:
Union Power
../i
UC SYNERGETIC, LLC.
Project:
Flowes Store Substation
123 N. White Street
Fort Mill, SC 29715
[phone]
Specification
No.
N/A
Calculation Title:
UNION POWER SUBSTATION
PROJECT REPORT
NC SECRETARY OF STATE DOCUMENTATION

Corporations Division
Page 1 of 1
`hxcviNA -o-'"�
_*,�.
North Carolina
�,.�......�
' ' `;Y
Elaine F UarshafJ DEPARTMENT 4F THE
Secretary SECRETARY of STATE
PO Box 29622 Ralelgh, NC 27626-0622 {919}8W-2404
Account
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Corporate Names
Legal: Union Electric Membership Corporation
Electric Membership Cooperative Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
0153322
Current -Active
Current
Domestic
2/22/1939
December
Andress, Gregory S.
Corporate Addresses
Reg Office: 1525 Rocky River Rd. North
Monroe, NC 28110
Reg Mailing: PO Box 5014
Monroe, NC 28111-5014
Mailing: PO Box 5014
Monroe, NC 28110
https://www.sosnc.gov/Search/profcorp/4676120 6/21/2017