20201682 Ver 1_ePCN Application_20201228

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201682
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Mooresville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Powerhouse Recycling Inc.
1a. Who is the Primary Contact?*
Mike Kennedy
1b. Primary Contact Email:*
[e-mail]
Date Submitted
12/28/2020
Nearest Body of Water
Grants Creek
Basin
Yadkin-PeeDee
Water Classification
C
Site Coordinates
Latitude: Longitude:
35.6189831-80.548466
Pre -Filing Meeting Information
ID#
Pre -fling Meeting or Request Date*
11/3/2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Alan Johnson:eads\adjohnson1
1c. Primary Contact Phone:*
[phone]
Version
51.59KB
A. Processing Information C^U
County (or Counties) where the project is located:
Rowan

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 18 - Minor Discharges
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Powerhouse Recycling Inc.
2b. Deed book and page no.:
1242/ 348
2c. Responsible party:
2d.Address
*
r Yes r No
r Yes r No

Street Address
220 Ryan Patrick Drive
Address tine 2
aty
Salisbury
Postal / Zip Code
28147
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kevin Thomas
4b. Business Name:
Civil and Environmental Consultants, Inc.
4c.Address
Street Address
3701 Arco Corporate Drive
Address Line 2
city
Charlotte
Postal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
State / Rwince / Rion
NC
Country
us
2f. Fax Number:
Slate / province / Region
NC
Country
us
4e. Fax Number:
3. Signed Agent Authorization Form.pdf 305.99KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Salisbury
2 Project Identification
2a. Property Identification Number:
2b. Property size:
477-002
24.62
2c. Project Address
Street Address
220 Ryan Patrick Drive
Address tine 2
City
State / Province / legion
Salisbury
NC
Postal / Zip Code
Country
28147
us
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Grants Creek
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*

Yadkin-PeeDee
3d. Please provide the 12-digit HUC in which the project is located.
030401030101
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The Project is approximately 24.62 acres and consists of a commercial development with associated parking areas to the south, and fields and wooded areas to the north and east.
Surrounding land use generally consists of commercial development, agricultural fields and wooded areas.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
194626_EC01_FIG2_USGS_TOPO_MAP.pdf 1.45MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
194626_EC01_FIG4A_CURRENT_SOILS.pdf 1.31 MB
194626_EC01_FIG4B_PUBLISHED_SOILS.pdf 905.33KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.82
4g. List the total estimated linear feet of all existing streams on the property:
69
4h. Explain the purpose of the proposed project:*
Permitting for inadvertent construction impacts to wetland.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
See Project Construction Plans
4j. Please upload project drawings for the proposed project.
Powerhouse Construction Plans.pdf 8.73MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
s Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2019-01827
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Kevin Thomas
Agency/Consultant Company: Civil and Environmental Consultants, Inc.
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
An on -site visit was conducted with Cathy Janiczak (USACE), on 11/6/2019; AM issued 12/05/2019.
Sd1. Jurisdictional determination upload
SAW-2019-01827.pdf 290.85KB
194626_EC01_FIG6_JURISDICTIONAL_11_6_19.pdf 2.55MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
This a single and complete project.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):

W Wetlands r Streams -tributaries G Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
!a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
NA 1 Fill P Headwater Forest WA 1 Yes Both 0.013
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.000 0.013
2g. Total Wetland Impact
0.013
2h. Comments:
The wetland impact figure is attached in the miscellaneous attachment section under the name "Wetlands Impact E)hibits-Combined Very
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The footprint has shifted east to avoid additional forested wetland impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
See Project Construction Plans
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Inadvertent impacts are belowthe mitigation threshold.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Not in a buffered watershed.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
R Local Government r State
Local Government Stormwater Programs
V Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of Salisbury
Comments:
U
G. Supplementary Information

1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
2b Provide an explanation of the violation(s):
Incidental impacts occurred to Waters of the United States and the State of North Carolina without a 401 Water Certificate. As a result, this application
is for an After -The Fact Permit.
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?"
r Yes r No
3b. If you answered "no," provide a short narrative description.
See Project Construction Plans
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
IPaC/USFWS database and NC Heritage Database Search
Consultation Documentation Upload
Species List_ Asheville Ecological Services Field Office.pdf 682.04KB
NCNHP_Powerhouse.pdf 961KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA GIS data on Fisheries and Habitats
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*

t^ Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Historic Preservation Office's HPOWEB 2.0 - General Audience
GIS Application
7c. Historic or Prehistoric Information Upload
306344_FIG8_NCHPO.pdf 1.73MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r^ Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service
Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
306344_FIG7_FEMA.pdf 1.67MB
Wetlands Impact Exhibits -Combined View.pdf 87.33KB
Signature
*
R By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Kevin Thomas
Signature
Date
12/28/2020

: .
Civil & Environmental Consultants, Inc,
AGENT AUTHORIZATION FORM
PROJECT NAME: POWERHOUSE RECYLCING INC.
PARCEL ID: 477-002
PROPERTY OWNER MIKE KENNEDY
PROPERTY OWNER (SIGNATURE): LU itb�U5 &CV4� 6VAC44d 4111-1-1160
OWNER ADDRESS: 220 RYAN PATRICK DRIVE
SALISBURY NC, 28147
TELEPHONE #: KEVIN THOMAS; POC, 410-259-4745
THE ABOVE SIGNED, REGISTERED PROPERTY OWNER(S) OF THE ABOVE NOTED PROPERTY,
DO HEREBY AUTHORIZE KEVIN THOMAS , OF CIVIL & ENVIRONMENTAL
CONSULTANTS INC. (CEC) TO ACT ON MY BEHALF AND TAKE ALL ACTIONS NECESSARY FOR
THE PROCESSING, ISSUANCE AND ACCEPTANCE OF THE PERMIT OR CERTIFICATION AND
ANY AND ALL STANDARD AND SPECIAL CONDITIONS ATTACHED. THIS AGENT
AUTHORIZATION FORM ALLOWS FOR THE U.S. ARMY CORPS OF ENGINEERS (USACE) TO
HAVE THE LEGAL AUTHORITY TO REVIEW THE JURISDICTIONAL DETERMINATOIN, PRE.
CONSTRUCTION NOTICE OR INDIVIDUAL PERMIT, ISSUE THE DETERMINATION OR PERMIT,
AND PERFORM SITE VISITS.
NOTICE: THIS AUTHORIZATION, FOR LIABILITY AND PROFESSIONAL COURTESY REASONS, IS
VALID ONLY FOR GOVERNMENT OFFICIALS TO ENTER THE PROPERTY WHEN ACCOMPANIED
BY CEC STAFF, PLEASE CONTACT THE ABOVE CEC AGENT TO ARRANGE A SITE MEETING
PRIOR TO VISITING THE SITE.
CEC PROJECT #: 194-626
3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p, 980-237-0373 C: 980-237-0372 1 www.cecinc.com

.16
NORTH i i '` '� ' ' • j"
fig/ � � �� I i`�'• ,� H f
Phi ; \\� ���� -•- .� i ' , >
7SO771
�
✓ \ `\
TillerPark
., \ , �� • ' i , ma's " .... `�, i�� �� � � •
i t t�`e" .r � �• �t 1 ` ivy; ,�. '
Rowan
r r° ' �(+ %t• l G b�Correction Center n
a Ta^�• S1 00 �j 1 — ��g�.
Ofive In
o• \� •
�ism)
a SUbStatlso
• I.
co
Substation
it — uestatidn
a °° Ci' o" Clayprt i t
f�
Cl) / - •V• •• • r. I a
Cl)
Ni • ,.�`• •a. 8 tower
- , •y U
EL
ism
'01 LEGEND \` -�;• -• /• ,�`__ 4°°� ° •� 9
PROJECT AREA (24.62 Acres) ' ° '_ //� -
w REFERENCEv
USGS TOPOGRAPHIC MAP/ ARCGIS MAP SERVICE: he / SCALE IN FEET
HTTP:HGOTO.ARCGISONLINE.COM/MAPS/USA TOPO MAPS, 0
�3 ACCESSED 9/9/2019. h 0 2,000 4,000
Rest V
i i i POWERHOUSE RECYCLING, INC.
ff
220 RYAN PATRICK DRIVE
TOWN OF SALISBURY
Civil & Environmental Consultants, Inc. ROWAN COUNTY NORTH CAROLINA
0 3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 2873
980-237-0373 • 800-365-2324 USGS TOPOGRAPHIC MAP
o www.cecinc.com
co DRAWN BY: JCH CHECKED BY: KT APPROVED BY: *onfiesignature *KT FIGURE NO:
y DATE: 9/9/2019 SCALE: 1 " = 2,000 1 PROJECT NO: 194-626

r
0.
NORTH
"I —A
of -
Ile -cc 00
j W.
s • w
C) LEGEND
PROJECT AREA (24.62 Acres) rr 41.=46 .�
w SCALE IN FEET
w SOIL MAP UNIT
500
1,000
REFERENCE Map Symbol Unit Description Hydric Status
Acres
o U.S. D.A., N.R.C.S W Water Not hydric
1.992 .
w SOIL SURVEY GEOGRAPHIC (SSURGO) DATABASE FOR Mecklenburg clay loam, 8 to 15 percent slopes,
E ROWAN COUNTY, NC, 2018. McC2 Not hydric
o moderately eroded
6.309
ESRI WORLD IMAGERY / ARCGIS MAP SERVICE MbB Mecklenburg loam, 2 to 8 percent slopes Not hydric
0.284
02/03/2018. EnB Enon fine sandy loam, 2 to 8 percent slopes Not hydric
16.038
Vt i i
POWERHOUSE RECYCLING, INC.
°' A
[111
220 RYAN PATRICK DRIVE
TOWN OF SALISBURY
Civil & Environmental Consultants, Inc.
ROWAN COUNTY NORTH CAROLINA
'
0 3701 Arco Corporate Dr., Suite 400 - Charlotte, INC 2873
980-237-0373 • 800-365-2324
N RC S CURRENT SOILS MAP
o www.cecinc.com
co DRAWN BY: JCH CHECKED BY: KT
APPROVED BY: *onfiesignature *KT
I FIGURE IN
4A
y DATE: 8/26/2019 SCALE: 1 " = 500 '
PROJECT NO: 194-626

Ir
r ' Ir-
1 •L ' 1,
1 '■
•■
• 'mil ��
NORTH z '
�, ■
UT
Ilk
• i �L ��j � =i, �ti
� I
LIL r
1 1 ■ ■
-P,� 1 -
r9 as � 1
I'r �
�jr1
■• * -• -A
1
. i ■ Ir'r 1
1 503 # 1
ti
1 l_ 1 P
b
— ar
J ,
nl � L r
n ' ti ■� ti
LEGEND , SCALE IN FEET
PROJECT AREA (24.62 Acres) `y '' 0 750 1,500
L _i� ■
NRCS STREAM & WETLAND Map Symbol Unit Description Hydric Status Acres 1
i W Water Not hydric 1.9921
w Mecklenburg clay loam, 8 to 15 percent slopes,
a REFERENCE ' McC2 Not hydric 6.309
U.S.D.A., N.R.C.S moderately eroded
SOIL SURVEY GEOGRAPHIC (SSURGO) DATABASE FOR MbB Mecklenburg loam, 2 to 8 percent slopes Not hydric 0.2841
3 ROWAN COUNTY, INC, 2004. 4 EnB Enon fine sandy loam, 2 to 8 percent slopes Not hydric 16.0381
O
wl!7
POWERHOUSE RECYCLING, INC.
220 RYAN PATRICK DRIVE
Civil & Environmental Consultants, Inc. TOWN OF SALISBURY
0 ROWAN COUNTY NORTH CAROLINA
0 3701 Arco Corporate Dr., Suite 400 - Charlotte, INC 2873 '
980-237-0373 800-365-2324 NRCS PUBLISHED SOILS MAP
o www.cecinc.com
DRAWN BY: JCH CHECKED BY: KT APPROVED BY: *onfiesignature *KT FIGURE NO: A
y DATE: 8/26/2019 SCALE: 1 " = 750 ' 1 PROJECT NO: 194-626 !{

Y
a

NORTH
Ld.1buAll ti;;M
C
R 1363 Bernhart F2
0
LEGEND
N
PROJECT AREA (24.6 ACRES)
o• National Register individual listing
x
zi Surveyed Only
co
rz, • Surveyed, Gone
REFERENCE
1. ESRI WORLD IMAGERY / ARCGIS MAP SERVICE:
HTTP:HGOTO.ARCG ISONLI N E.COM/MAPS/WORLD_IMAGERY,
ACCESSED 12/4/2020, IMAGERY DATE: 2018.
2. NC HPO DATA APPROXIMATED FORM:
https://www.ncdcr.gov/about/history/division-historical-
reso urces/g i s- maps -and -d ata#g is -data -download
�Y
't
14 t
t
i - wj►, .: �' R�W1'591 Smith
Vr-
��ky yr "�YY ' 4�ry ,�•
r
e ^.
i SCALE IN FEET
r 0 1,000 2,000
ZMI
1W,i POWERHOUSE RECYCLING, INC.
220 RYAN PATRICK DRIVE
Civil &Environmental Consultants, Inc. TOWN OF SALISBURY
ROWAN COUNTY, NORTH CAROLINA
3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 2873
980-237-0373 • 800-365-2324 NC HPO MAP
www.cecinc.com
DRAWN BY: HLS CHECKED BY: KT APPROVED BY: *onfiesignature *KT FIGURE NO: DATE: 12/4/2020 1 SCALE: 1 = 1,000 PROJECT NO: 194-626/ 306-344 8

REFERENCE
1. ESRI WORLD IMAGERY / ARCGIS MAP SERVICE:
HTTP:HGOTO.ARCGISONLINE.COM/MAPS/WORLD IMAGERY,
ACCESSED 12/4/2020, IMAGERY DATE: 2018.
2. FEMA D-FIRM NATIONAL FLOOD HAZARD LAYER FOR
NORTH CAROLINA - DATED 06/16/2009.
NORTH
- � �• ; _ 'err �^- � � _
y r^
. - • .,... '.d h•40
Mom
Sala
a
s
i
u
u
u LEGEND
PROJECT AREA (24.6 ACRES) s }
i AE - 100 YEAR FLOOD EVENT SCALE IN FEET
,..
i X - 500 YEAR FLOOD EVENT
R k .+ r
i � 0 1,000 2,000
POWERHOUSE RECYCLING, INC.
220 RYAN PATRICK DRIVE
Civil & Environmental Consultants, Inc. TOWN OF SALISBURY
ROWAN COUNTY, NORTH CAROLINA
3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 2873
980-237-0373 • 800-365-2324 FEMA MAP
www.cecinc.com
DRAWN BY: HLS CHECKED BY: KT APPROVED BY: *onfiesignature *KT FIGURE NO:
DATE: 12/4/2020 1 SCALE: 1 " = 1,000 ' PROJECT NO: 194-626/ 306-344 7

P.•�JOO-000�J06-344�—CADD�Dwg�Wetlands Impact Exhibits.dwgjCOMSINED KEWJ LS.•(12/23/2020 — cschaefer) — LP.- 1212JI2020 11:55 AM
I—
LL
Z
O
1—
Q
w
J
w
WETLANDS LIMITS
NORTH----- ------- 73o ----- =a-
IMPACTS PROFILE
SEE PROFILE, THIS SHEET
I
i
IMPACTED WETLANDS
550 SF
-------------- 0.013 ACRES
------ _-- _--- _-- _ -_____--- _ 60 CY
------ --__ _-_ -------------%�,
____________________ _ --- - - ________= 735
--- - - ------------- ---_ P ----------
40
745
IMPACTED WETLANDS I
550 SF WETLAND IMPACTS LIMITS FUTURE PARKING AREA o ��- --
0.013 ACRES I I 746 -N
I
60CY o
SCALE IN FEET
I—
LL
v 0 20 40
740 740 z
O
1—
w
J
725 725 Lv
LO
0+00 0+54
WETLAND IMPACTS PROFILE
SCALE H:1 "=20'; V:1 "=20'
11MMA,,= POWERHOUSE RECYCLING INC.
220 RYAN PATRICK DRIVE
Civil &Environmental Consultants, Inc. TOWN OF SALISBURY
ROWAN COUNTY NORTH CAROLINA
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273
Ph: 980.237.0373 • Fax: [phone] WETLAND IMPACTS
www.cecinc.com
DRAWN BY: CES I CHECKED BY: EPM JAPPROVED BY: EPM I FIGURE NO.:
DATE: DECEMBER 20201 DWG SCALE: 1 "=20I PROJECT NO: 306-344

�o
R Site Ryon 6� */ (GP%l rick Or 472 002
NORTH CAROLINA STATE HWY PWC PROPOSED SANITARY SEWER
dace Gh Ra 1� ZONE: HI
BY SALISBURY ROWAN U11U11ES
�o> J \ 730- \\ 5 N 88'08'20" E 375.33'- L � - - - - - -
0.
/-1'L5 ` \ \ \ s � \ N 88'10'33' E 404.08'- I \ - - - - \ - - - _ _ - - - _ - _`\
\ y__ \ \ \ \ S -_�\_ \ -?-- - - _ -
WCINITYMAP 11/' // \\ \\ S \ \ �S 1 ` s`s\ \/ \\ __ --_ -__-- _ - --_
-s S S S S - S S s/S S-�S S - `\ \\ N8809'31"E 404.82'- R O\ % 1 \ / \ -_--- --\_------___-_ - _-_--_- __ __ _-- --
>R \ \ s` \ \ ` I 1 _ _ _ _ \ \
-------- - _ - ` \ \ \ `\ `\"I` \ \ \ \ \_____-� -\\ -_-_ _ \--- \\
I --- \�------- \\ \ \ 3s\ \ ,11, \ `\ \\ \\ `\ \\ `\ \\ `\ \\ `\ ` )\ \ \ EXISTING POND TO BE DRAINED PER THE FOLLOWING.' \\- \-- __ - --- _-__- \`\
\\ \\ \\ \ \` \ `\ \ I'll, \\ \\ \\ \\ \ \\ \\ \ \ \\ \\ `\ \ \\ \ \ `\ '\_\- ��
i ---- \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1. DRAIN NO MORE THAT 1 FOOT OF WATER PER DAY. __---_ _\-- _-- --- -
\ \ \ \ \___
- _ , \ \ \ \ `\ \ \ \ \ 11 \ \ \ \ \ \ \ \ \ \ \ ` \ ` ` \ 2. PUMP WATER FROM THE TOP OF THE POND DOWN TO - - - - - - - `\
\__ ---- \ ``- \ \ \ \ \ "I 11\ \ `\ `\ `\ `\ ` ` \ ` \ \ ` \\ \ `\ \\ \ PREVENT PUMPING OUT A LOT OF SEDIMENT. \\\ _ -_-- ---- - `\
\ \ \11 11 11 \ \ \ \ \ \ \ \ \ \ \ \ \ J. PREVENT SCOURING THE WETLANDS BY DRAINING T00 - \
/ \ I \ "I'll
\ \ \ 11 \ \ \ \ ` \ ` \ \ \ \ \ ` \ \ ` MUCH WA TER TOO QUICKL Y THROUGH THE AREA. - \ \ `ll '1
40
/ I I I \ I'll, `\ \ \ ll ` \ ` ` \ ` ` - - - -, \ \ \ \ \\ ` \ 4. DRAIN THE POND AS LOW AS POSSIBLE BEFORE - - - - \ ` - \ \
/ \ / I I I \ �\ 11
\ \\ \ \ \ \ /,�" " ,� _______________\ \ `\ \ \\ \ BREACHING THE DAM. \\ --\ \-- --_-- \\ \ \
\ \ \ \ \ / i i i \ \
// \ \ / I I \ ` I I I \ \ ` \ \ /// / " " """� --__`� `\ \ `\ \ 5. THE BREACH OF THE DAM SHOULD BE AS WIDE AS ----------- -` ` \\ --_ `\ \� \
\ \ / I I \ \\ I I I \ \\ \\ ` //// iii' /' _ _------1 \ \ \ \ `� `\ �'--- \ \ `
/ / \ // / / - - _ - _ _ _ POSSIBLE TO PREVENT HOLDING BACK ANY WATERS IN \ ` I ` \ \ \
I / / I / 1 \ I I 1 \ ` ` \ //////�� %�" I,- '-=_\\ \\ \\ \\ \\ THE SIDES OF THE PREVIOUS DAM AREA. `\ \\ \\\ I \\ `\ `
I / I I I I \I I I \ I \\ \1 //////�// I'/ 1'�__' \\\ \ \\ \ ---- ---\\- \\ -'` \\ -I I "I 11
r \\
I I I 1 I I 1 I IIII i // /// \\ -- \ \ \ \ \ \ ---- " \_ \ I \
1 / \\ / I 1 I I I 1 \ \ I ///// // /// /// \\\ \`\ \\ \ \ \\ \`\ �/� ____-__ \�\ \ \\ I, 11
1 \`\ v \\ \\
I \ / \ / I \ � I. 1 1 \ I I 1 / - \ \ \ - \ \ \ \ \
\ � \ \ ll ll Ill /i/ `\ `- \\ \ ` \ \ --- �' � _-- \_ \ \ \ \ \ ` I
/ \ / I \ \ \ \ 1 1 I II / // l� /// //[ \ \ ` ---------' '' ___ --- - ^\ \ \ \ \ \ I
I / \ / I \ \ \ \ I I I / / / /// \ I'll \ / � --___ \ \ \\ \ \\\ �_
\ / I \\ \ \ \ \ 1 I I ////////// /// \\- `�, 11 \ \\ --- - _ _-__ \\ \\ \ \\ \\ \J /'I \ / \ \\
/ \\ \ / I \ \ \\ \ l 1 I I III /, 111// /lI `� `�`�\ ` ---_ __-- / --- --\ \ \ \ �� I \ / `\ I
J \ ) / I \ \ \ \\ \\ l I I ////////// //I \\\ \\ `\\�\ �-_ _ /' _-- "\ \\ \ \ \\\ ``\ "' \ `
� ` I I \ \ \ \ \ \ `\ I I //////�/// /// `\ `� `\`�� ---__ __---' /' \-- ---- \\ \\ `\ \\\\ `\ `�, I \�' \`\
\ -11 \\ I I \ \ \ \ \ \ \ I 1 ////// /// / / \\ `� \ `\\ -_ ' --\ \ \ \ `\ I )
// 4I % 1 ---� \\ �\ \\\ \`\ \ \\ \\ \\ \\� \ \ Illlll ��l/ // \\ \\\\\\\-- --'/ ---- \`` \\ \\ \\\ -`\ \\- / -/ \ I
\ I \ \ \ \ \ \ \ \ /I / / / 1 \ \ -- --- --- \ \ -\ I -` `\ I
/ I / \ \ II 1 I \ \ \ _ - - \ \ -
J I \ \ \ `\ \ \ \ \ \ \ \ \ // / /1/ / 1 \ \ \\ \\\ -_ //--- \\ \ \ _\ `\ \ INV. .89
11
/ -- I- I \-- \ \ \ \ \ \\ \ \ ) / II l/III1/11 I / \ \ I `\ \11 \ \1,\ _-/ -\ -\ \\ \\ 11 \ \---_ _') \ ,; - \ I
_ _ / / \ \ I / I I I 1 477 002 \ \ \ n \ - - > // INV - \ \ \ - _ _ 1 - - - - \ / / / i - - \ 1 \ \ \ I / 1 / I I / I I / // / 1 1 - _ POWERHOUSE RECYCLING INC \ \ \ / l \ _ _ r 1
\'\ \ \ - - \ \ / 1 \ \ \ / / / 1 / I\ \\ - _ - � � \ DB 124 ACRES \ \ \ / - � � � � - I 1 N / ` - - \ 477 003
---I - / / �_ / \ \ \ / /I / I II \\\\`� /' \\ \� / // I r 75154
72s - /_---\ / \ \ \ / /I / I II \ - - --- \ / _, ;%;;_' � _
_\ / \` �� `\ \ i' 1 \ \ \ \ \ I /1 // I n \ ___ -\ - - ZONE: L1 \ I / _--_ _-_ - l 1 I \ UFP ATLANTIC DIVISION LLC
/ - \ / / __- -� I /
^ \ / _ - - \ _ ` \ \ 1 \ I I \ / DB 1239, PG 678
\ )// / ( / -_ _ _ - \ \ 1 � _ 4¢ \ _ \� > I
\ 1 ��� \\ \ I�I/�1111(1 JI I \ \ \ \ \ / - \ \ ZONE Ll
JI// / / / 1 ^ I I I III I ^\ -74s_; - \ \ -�/ \ / / / \ 1 �I %/
/-- \ ., �_ \ \ \ I I IIII \ \ / \ / /
r / J/ `\ __ ___ \ I ✓ / \ 1 III II till \ \ \ ` `\_��' \ ' d� _- -' `\ 1 / I
��\\\l l n_�� - \ J /' �'------- \J I I1111111111/111 \ \_---' �\__ `\ -\\ \\ \ /� / - ,- `\\ `\ /J /' // 'r /'
'- - - \
\ / / �- ---- _ / !_--_ _ ' / / 1111111/III///I I -746_\ \\ \� `--- \ % --===7 \ \1 � `� `\ /' /' ,/ /' /' �/
//�\M ll \`-- _ �^ l /'ii = __ �_ -:: =-= -'�/ // I�I��II�I�II��I Q 11 11 \\ \\ -----\ \J- - \��� \ \\ \� // / / / / i
// 1 / -\ / X//ice__---_-_- _--__--__--_----_ _____Z 1 I II I I / \ --- - _ \ > / / /' /, /' /' /'-\\ ,,
\ \ \ -\
}}�� I \t / r - I - / r ---- - ---- - ---_ IIII/ 1 \ _ \ / / / 11 /
�111 // \\\ \ 11 \- / ---�/ / 11 /////// //-------------- �JII IIII /I \ice -_-_-- \\ \ J /i `---i \\ // / / /, / /' ,/ i' // /' / / / / -\/
/ l j / \\\ S\ I - //Ill/ / l / -'�- - _- �\ \ , I / �/I - \) l l / --------- \-� , // /' / // / ' / /� � / /". /// // ,/ // /�/
/ \\\ _/ //// /� / \ /--747--_- / / / / i
/ / /// \\\ S I----__ / / // // /// / \ \ lIl 1 ( \ / / / / / / �' / / / /
I/ // �\\\ �I / ---- / // / I / /-------=�\\\\Ill JI --- II / / - --- - \ / / / / / ' ' / / / / / _ /
I // \� �\ s\ / ------ / - /IIII /Il/ / / � -� 1 \\ llll llll \- \ I 1 / // \` ---- \`\ \\ I / / / /// / // // / // /, / - J
�/ I - /// l ll ll / �' / 1 \ l \ I / / / / / / / � / / �o
\ \\ / S /- // /J/ll/ll / / 111i11II//// jl \ JI I II J \ \ , / I /' / ,' ,' // /' // /' �1 �1 / 0n
I / \\\/ /// / / IIII/ / 1\ \l
I ll \\\\ / �s / // / //ll I II II /// / \\ \ \ \ / / / /
/ l\ `\�\ / // \ems ///j/I///�� - I s l� I l jll \\\�� \\ - -\`\ \ ' / / l I / / / / / / // ,/ / �/ �� !
I I� / / / --�/ / ll1 /Illlll \ \\ J/----------- - \ \` \\ // // / / / / /// // // 11/ ,/ /// �/' // 11 wn._
/ / I / / II / /// \ \ \
/ \ ) \ \\ \ / - \ / J I I / // // // \ \\\ 1 ^\ / / / / / / / / / / / N
477 oot I / I ( 1 ) - ___/
\ \\ / // ll ./III / / /l//III III//l \\\\y\I\I \ \ \ / // / / / / / // / �/ / w:
I / s � / 1 /// \ 1 1 \ / 1 / / / / / _
I ,��-_--__- \ / / I / // I /
11
_ / / / / 1 // / I I _ \ 1 / / / / / / / /
PHILLIP E. ROSEMAN / �� \\ / �i_ $r // // l/ l / REMOVE / _\______- \\\ / / l / / / / ,� �� _/ m
UNDA H. ROSEMAN l I I i i - - - - - - - \ \ ' / _ / EXISTING I I I l l J l/ / I ) I I _ _ \ / / I / / / / /' M
DB 1298, PG 652 .1 / I I I /11,5\
I-
I __ -11 _�'�////rjsl lI , V / 111 /ll J 11/ III // \\-�_-^\------___- \\IJ / / // / 1 / / / / / / / / / // / // /' /` t
( ZONE: CBI / I I I I/ ________ J_- /'I /'� � ' // / /1 / J / GRAVEL' lI' lI
ROWAN COUNTY 1 /- / / I s / \ / / 11 I I l� ll l l I 1 / l / 1 �' \ \ \III / / / / \ \\ / / / / / / / / / /' / /' / o\
J I / ///-73a:8s--- j� /.1 /// / // /l� 1) �s I �/' /�- ////////////
ll///IIII/ REMOVE It/ /l//r 11111 I / / / / I I / , , / / / // / /' // '� // r i
_ - III / / / > / / / / / / ' / / /
. I I ///%//11__ _-_-- _/ _ -/ / / /// /\! \ / / /I�/l�I//l I/1 ///I 1111�1 1 / /' // / /' // I / / // / // // // // // // // /�/
/ // I / // I 1 I / / / /
7i77
/ // -- / / / /� e l l EXISTING II / /
l j !/j/i/////,� -�= _ _=�'�' / // I / s / //I /I/ /l STORM DRAIN /11 /111 1 / / / / / / / / / / / / / / / /
' / / I I \ / / l l ll l I / 1 I I I I \ ( /' /' / / / / / / / / / /
/ // //-I+ _ \- - -\\/ - // 1 // IIII/ I / / / / / / / s_
/ / / 11 i^ ��� _- \- _ - s / l
// // !r,-- - - \ - � _--- \, 1 S / l l / Iy // 11111 \ / / / / / / / / / / ems/J////
/// / ///1 -�\ -__�' ��--- \ / /j/l/ 111 REMOVE ii1 li II - III \ i / / // ' / !/ / / // / / / /11 S / �s�s/ /
/ I / , h // ,,-''- ---- \ 1 l L-.1 EXISTING ► 1/ \ 11 1 \ / / /! // / S� S �s� // //�/ I/j//�////'/I�//� / - s ///I /I/ -� / I II ( \ 1j111\ / / / // / / / / / / / ! sS /I jj/ % - ' ` \ //\/ III I `) / // / // �/' // /! // / s-�- s / / /
/ Y��/ ^�' /i�✓/ ' /' - ///S/\N
__ - / I 11 \ 11111 I / / � / / / / I �s� / / / / 11 ��65
/ / / / "_ /� \ ASPHALT , I I / / I 1 I / / , 11 / / / / � s /
ii / , i s I\\ \\ / Ill /II 1 / III 1 1 J / / / / / / / / l �Ls�Is / / / ! / /
I / /1 _ .. _ -
o/ /�1/,i. / �// \s INV: 742.18\,\_\\ ,/ 1/l //1 - I / ! ` Illlll II I I 1 // / '/ �'� // / / s /5-S/ s I I / // / // // //
�/ 11 1 - \S \ / II / \ / / 11- I I I / / / / / l s-� / / I / / / / /
1 �,'//�, '' // / �- \ ') ' //I/// / / / III- I) I I I /I,' �' s-l_ s-l- I / / I I J // /// // //I f I;. .; /' s . --1 I l ////// j // // ( Illy`-- - �1 / / / / /,/ � S�s�/� l I I ( l I I l l / ,/ / // i ��
a 1 / . / ; . \ 1 I Ill / / - \ I _----\ \ I s-'� / / I I I / / / / / / // �"
co I / 1 n / / i. /'& / /I / �--' /'- \ ��� -- �\ I I sl _�\' s \ / / / I / / / / / / / / / / ��
I I lI . Cogcrste \ I //ll - - _ I I l l / / / /
11 \ / / i �. .. / s Relocate / / / \ \ - \ \ -f-t \ _ / / / / i
1u I l li \ / _ - \ �u9 Existing I / l I I I l l l / \ / S ���� I \ \ \ / / / I I / / / / / / / / / / / / / - _
= I 11 / -'/ / y. .. s Hydrant t $ / / l l l l l - / s 3 \ \ 1 \ \ -\ ) l ( j I I I l l / / / l / / / 11
/
o I 11 \ � / / �Jo Y / s / \_
cn l 1l \ >', / ..... \ S GR: 747 88 / 1 1111 / - ` / s � s � '\ / - \ \\ \ \ \ \ \ � 1 I J l f I J l l l / // / l l , / / / /_
to I �l \ h / / \S I INV IN: 747.97 I/ //// ( S--l-f �-- // \\\ \ \ \ / I I l I I / / / / / / // / � / // // "11
o / 1 ^v / "i..".. INV IN: 747.95 // //// �� ( l`\\\ \ I l / / l I I l l / l l l l l / � /
I \ s INV OUT. 742.77 5 � s 1 / / / / /
z I 11 \ .' , �� LaL _ I l \ \ \ \, / / I I l / / , l l / /
1 i/ / 749_ -.. '.' '.......'........... \ � s s l l 1 / 11 \ _ \ I / \ \ \ \ / / / I / / / / I / / / / J / / / /
1I / - - s� s Ill REMOVE \ /> /\ \\\ \ / / l l I I l J I l / / l l / /
1 1 / '� / ll 1 1 / \ I 1 / l l l
11 // \ / / \\ \ / / / / I / / / / -
I / I /
1 11 /l l EXISTING � l / / 1 , /"
/ \ // / / \, _-_ / / / / /
/ - , STORM GRAIN � / / �\\ �� _ _ _ _ - / l l / ( / / / /
............................. .
I i . . _ J _ ____ - --_- ------ _ _
,,// _ ___ _ _
\ \��NV.' 75.43 i' // // / / /��\\`%%'%\ -J _mil / f�\t\ 1 1 / / / // / � / � // ///
_-- \1. \ - / / / // / \\ - J /� _II / // / / / / / / /
n GR: 742.26________________ \\ FFE - 749.65' \ ('.'. / `\ \ - - - - - ' - - - - _ - - _ \ - - _ _ = - - - - - - - - - _
��=mot J• '• _ - `\... _ _ �' / // // r_-1\_ i_'/ i� /,/ // / / // / / / /
�� ` %`! - _=�'. REMOVE EXISTING '' I 1 - ,: -- / / ,,1---------'�' /- /' / / // / / / / l j //
. h A , . FFE 749 7 - - / / / / / /
• ' , . . ASPHALT, SAW CUT - .s .`, 11 i,.:,: ,•` �' / / _-- //\ \\ r ( l/ // / // / // / i l // /
/ / / / /
I l I /
EDGES. REMOVE EXIST I1 5 / /
\\ / / /
4 .4 \ /
1' I / /
II / . 74.5 8� � I
5
GR: / /
, � ::: R�b1�9 VE / /
. Concrete " CONCRETE AND WALL „ I I II / / I 754.07 \ I I / / / / / / / /
. I I _
I I EXISTING I l /
I I I /
.-%. 2 I �. I . .',.', EXISTING SANITARY SEWER LINE TO BE I 11 / 11 I I .. I I / ''\ _\_ STORM DRAIN I I / I / / / / / / / / / ,/ /\
FFE - 749.29 11 /..... ' ..... I / - / / / / / \
ABANDONED BY SRU UPON ACTI VA TION 11 I....: 1 I _ 1 I / ! ! / /
. . ti . ' 1 1,J I / I i / 1 --- _ 7S5 \\- -' I I / / / ! /! // // ' ' // // '/ ! \\
y I
OF PROPOSED SANITARY TARY SEWER RELOCATION. TION. I 11 I / / \ _ / / ! / / / /
{:::: I I \ / / ! ! / ,
EXISTING MANHOLE TO REMAIN ACCESSIBLE I '4 III / 1 I/ '-_ -\- _\ / / / / / / ' / ! ' ' / ! ' ''
\��1 I I I I \.... .... ......I IIII /' --�- \\ / / / / / / / / / !/ ,' / // ,' // o
DURING CONSTRUCTION
I /
�11 1 l:: l I1 I / \ \� / / / / / / / / / / / / \
- it II I J.... .............. IIII 1 / \ `\ / / / / / / / // // ,/ // // ,/ �/' \
• SAW CUT II I 1I I I. I I I ( /--- ` / / /
I ii I It 1 I::.: ► / 1 1 / \\ \\ _\ _____/ / / / / / / ! , / , / �/ ""� ! \
EXIST ASPHALT 11 /:: :::: :: �.... II I I / \\ / ! ! ! / / / / \
I .concrete 11 I II I i.......... I I I / \ \ -___- / / / / / / / / / / / / / �11 \
r n ( \ ..1.. I I / I / \ \\ \\ / / / / / / / / / / / / / /
.' 7;- Asphalt I \`'i) I / \ I I I l i l 11 J //1\\ \`\ \`\11 \ // // // !' // // !! /! /' /' /' /' /' �/' \
I I II I/ 1 j.. II I I \ \11 / / / / / 11 11 / /
/ ii I I , / 1.....: 1 ...... .. .... 1 1 1 / 11 // \\ \\ \11 // / // // // // / / ! / // / ,/
'. / II I I / 1 I /..... ... .... .... ... .... .... .... ... :..: :..: F I I III I , \- \\ `\ / / / / / / !/ /! / // / ,/ / �. \
11
11 /
11�
I ii I 111 I I:::::: III I1lI /� \\\ \\ \\ \\__ / / / / / // // // / , // // // /
I 11 1 Existing I II I /: I . .. ............. ... 1 III 1 1 1( /\ -\ `� �\ / / / !/ // / / / / I' / , / /
Existing / 11 I Building I 11 I i..... .......... ........ ... III 1 1 I 1 I �/ _\\ \\ \\ \\ // / // ! ! / / I / / / / // //
Building GR: 748� to 11 \ / 1 1 } '.'..'.'..'. I I I / - _ \ \ `\ `\ / /! / / / / / / / I / ! ,
I g INV IN., 743.91 ki I I I.'.'.'.'........'.'. .'.'.'. ... ... J . ./ .. ...'. .'.'.'. ..... .. ...'.'....... .I. .. 1 I 1 1 I \ \ / / / / / / / / /
INV OUT.•1 743.84 ji ) I \ 1 l'.'.'.'. '...'..........:' I'...... '..'.'.' '.'.'..' ... '..'.' '.'.'. III I 1 III I / � � \ \ `\ � `\ \ -' ' / / / /! / / / / / / / / /
Existing u I 1 1 I I I \ / / / /
1 „ 11 I..... I I
FDC \ 11 / \ \ 1 \......'..............' ....'............ ... I.. .'. III 11111 /'/ \�\ "I 11 \\`\ \\`\ // / / / / / / / / / / /// /1/
I I 11 11 / \1 \ 1........ ........ .................... .... III11 III , \ \ / / / / / /
N o :1 \\ .'? \ 1 \ I: �: III I IIII I r , ��, `\ `\ -\\ \-'/ / / / / / / 546it9 / % / /' /1/
� vi i I \\ \ \ \ (... \.. ...... III I I I III 1 /' 11 `\ `\ `- \ - \ \ \ - �/ / / / S 80.52'S " W / / / 11 , /
l hil I `' \ \ �......... III I II \ _ / / / / / 11� 11
IExisting \ 11 \ j \ \1 I 1.. II I III I I'll \\ \\ _ / / / / 11
U) Building I 11 \ .:,,' ". ' . . I \ \ \ ......1. .... \. .... j 11 11 111 1 1 1 "/\ \�\ -� / / ,/ / ! / ! / i
g I 11 ■ ■\ \ 1. 11111 1111 11 / ` _-- /! // // // // // ! //
I ;..,'- -
\ 1i .. ,. I- ■ \\ \ \... III I I I I I I I I/ \\ _\ - _ �� / / / / / i/
GR: i .72.. r... � __� \_ I... /.: :.:: :.: IIIIIIIIII1\ ! \\ \_\ ____ -, // , // / / �\\o
INV OUT. 743.31 / : , '. / '.'.'.'.... .. '. '.'. ... III I IIII / \ - \ \ - - - _ / / / /
1 :.;:.. ,� �.... \... .. .... Jill Jill 11111 // �\ `---- _--_ '� /' /
\ � ,
\ / ;:..' :.:. ;! ' 111 11 I 1 11 111 / // \ - 11 11 - -105 477 073
/-,= ( III II II111IJ __- \__--_____� GUARDIAN LEASING INC
\,, III 1I 11111I / --- - ' DB 858, PL1875
�ong,rete:.: III 1 1111111 \ \ --
�, 1111111111111J
co �;�,`..,.,:.,':...., j: :.:::.11111111111111 ! _--- NOTES
/........ Ililillliilili /
_ :'�'�'�` III II I I 1. OWNER:
I I !
.
- " ' � ... ; - [ : I:: 1111 11111 111 I 1 / DEMO NOTES:
POWERHOUSE RECYCLING INC
I I 220 RYAN PATRICK DRIVE
/ / GR ®748.72 /J l'..'..'.'. '..'.'.' '.'.'..' .l'..'..'.'. '..'.'.' '.'.'.. I I I 1 1111 1 111 1 I
I _ 1 / I I 1 1 1 1 1 1 1 1 _ _ - 1. THE CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING SALISBURY, NC 28147
n I__ /' I I I I I I I I I I I 1 I / CONSTRUCTION.
- -749_ --- J .: l:. I I I I I I I I I I I I I I // 2. CIVIL SITE WORK CONTACT
I PLS
Existing ::' ! III IIIIIIIIIII /--__170 2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, SAM KING JR PE
�' Building /... "" IIII 11 I / 111111 / 401 POTEAT DRIVE
1 f it (III (I I 1 I I 1 / / BENCH MARKS, PROPERTY CORNERS AND ALL OTHER SURVEY POINTS. WHERE THE MORGANTON NC 28655
I / I I I I IIII 1 I I //
REMOVAL OF SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, -
_ I j':' :'.':'.': 1 1111I 1 I I 1111 1 I / --- THE CONTRACTOR lS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE PHONE: [phone]
1 `A,''- /' --� I / I/IIIIIIIIIIIII / -�_ OF ANY POINT, AND IS NOT TO DISTURB THE POINT UNTIL WRITTEN PERMISSION TO DO email: samkingjr®gmail.com
_ f: II I/ II I I I/
I \ \ J \ I', \\ j... ....... I / I I I I I I 11111 I / \ /' SO HAS BEEN GRANTED BY THE ENGINEER. -
1 \ \ \\ ®GR: J749.60 \ i.::..: �..: /::::. /III / I I 1 / I 1 I 1 I / j / 3. ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED 3. SUBJECT PROPERTY TAX PARCEL ID NUMBER: 477 002.
\ \ _--/ \ 1I I /I I I I Illlll /I '/ '' DURING CONSTRUCTION, AND ARE NOT TO BE DAMAGED IN ANY MANNER.
1 \\\ �-- I �: .. 1.: ::. :.:: :..: :.. .:: :..: :..: ::: !:: :. I / I I I I I I I I I I I I // r ��� 4. SUBJECT PROPERTY LIES WITHIN FLOOD ZONE "X", (MINIMAL RISK)
I \N \\__-------- I �.. /. ��1/ I� I (II/ I I I/ / 11 / PER FEMA PANEL NUMBER 37105638 00 J, EFFECTIVE DATE.
......... .
I 731 , " --\ \ ► / // / / I I I I I I / I 1 /.... / 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING JUNE 16, 2009, & 37105648 OOJ, EFFECTIVE DATE: JUNE 6, 2009.
s 8, Existing \ , _'- / /j///I ► I 111 /. . . .+.+ STREETS AND OTHER STRUCTURES WHICH IS CAUSED BY CONSTRUCTION ACTIVITIES.
3g33p ,/F1ycf[ant - \ , _ _-��%'
/ I I I 1 f
__ _ - _�// �/// // I 11 /:::::::. /
". _-- _---- _-- _ / / /
/ _ \ - _ \ \ \\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , / // / / / I !......... 5. SUBJECT PROPERTY IS SUBJECT TO THE CITY OF SALISBURY
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ ; _ _ / / /, / / / / .... r............ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF
LEGEND _ _ _ _ _ - _ _ _ \ \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ % _ _ _ _ ; _ _ _ _ _ _ _ , _ _ �� /� /� ! / /' ' ' ' ' ' ' ' ' ' ' ' ' '/ U, ALL BOULDERS, DEBRIS, EXCESS CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM DEVELOPMENT ORDINANCE.
c2 ` - - _ _ _ _ _ _ _ - - - - - - - - _ _ - // / / i /' a, THE DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH.
----- ---- ---' - - /" " /'''''''''''''f'' 0 6. SUBJECT PROPERTY DOES NOT LIE WITHIN A PROTECTED
477 080 GR: - - - - --' -' _--_- - _--- - - - - _ �,,� /. w
----------
RIGHT OF WAY
PIROTEK INC
752.ss
�- _�__ --- ,__�
// ) - _ - _ - -
---- -- --- ---- -------------- ---- ----- =- ----
_ _ - - - _ - _ _ _ - _ _ _ _ - _ _ _ , _ , _ _ _ / ! /.' '
__ _ _ _
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR
WA 1ERSHED AREA.
N90'00'00"E
DB 977 PG 846
ZONE: L1
_
/ _ _-_ _____
c _- - �-
- _ _ _ _ _ -
/
____ _-________ _ __
-- - _- - _- _- '_ _ -_ -_ _ =' _ _ _
_ _ _ _ _ /'
- - - - - - - - _ _
--- - --
TO THE COMMENCEMENT OF CONSTRUCTION. WE ASSUME NO RESPONSIBILITY AS TO THE
"L1"
PROPERTY LINE
/ /' /' /' '�
---�'--
' _ - �' I .....................'
-
ACCURACY OF COMPLETENESS OF THE EXISTING UTILITIES SHOWN ON THE PLANS.
7.
SUBJECT PROPERTY ZONED (CITY OF SALISBURY).
/ / / ___- ��-��_-��-'
! /
��---_- s.'.'.'.'.'.'.'.' w
/........./.............................. 1............. ........ �
............... ......
SETBACKS - FRONT: 10', SIDE & REAR: 0'14'
cary
EXISTING CABLE TV
GR: / / /
/ /
1 j.::::::::: �::::::::.. ..........,......... /.............,.......... ao
l I :::::::........................ .........1........ j............................./......./.::::::: ............/.......... W
7. ALL PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED.
RYAN PATRICK DRIVE
7s3.9s / I ! o / /
\\ ° I\
I I::::::::::1::::::: / J ! (Grovel........ �..:.... �/.*.*.*.*.*.*.*.* \
1/
8.
LOCATION AND TOPOGRAPHIC INFORMATION OBTAINED FROM FIELD SURVEY
EXISTING SANITARY SEWER
50 Public R/W
tie -' 1
a°� /
( /. .:............. ........ .�........
.1...:::::::'\:':':':':':':':':4':':':':': I / / /...'. i
I ..........I........ I 1.........I........) /.....:.........
1
8. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF
BY KING ENGINEERING AND SURVEY FILES PREPARED BY OTHERS.
I` I I
............. ........j ......../' ................
1 I ''' ""
THE JOB SITE. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING
°�
EXISTING UNDERGROUND ELECTRIC
, ��/ /
/
1 ....
l / /
PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
W
EXISTING WATER
/ I ,-/ ' /
'
I �\ l \ I 1 / / / / /
``\ �\ `\ `\
BE LIMITED TO NORMAL WORKING HOURS.
9.
PUBLIC WATER AND SANITARY SEWER LINE MAINTAINED BY CITY
"/ /
I
/ "--'
`
`\ `\ `\ I\ / / /
OF SALISBURY.
'C.O.
EXISTING SANITARY SEWER CLEAN OUT
/
I //
��ss \ \ ` \moo \.
THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY
//' //' / J// /
/ / /
///
MEASURES FOR CONSTRUCTION WORK WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS
10.
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR
Rcv
CYICTIAI,^ WATCl7
__ /
1� / -_ ,
REMOVE
WHICH REQUIRE ITS USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION
THE EXACT FIELD LOCATIONS OF ALL WATER, SEWER, ELECTRIC,
40 0 20 40 80
1 inch = 40 ft.
160
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
CHL
CHB
C1
50.00'
99'44:34"
87.04'
76.46'
N 39'46'15" W
C2
50.00'
7X42 05"
64.32'
59.97'
S 53'1729" W
SHEET INDEX
_N
477 075
PYROTEK INC
W 479.
C.1:
EXISTING
DB 1257, PG 856
CONDITIONS ZONE: L1
C.2:
SITE PLAN
C.3:
GRADING
PLAN
C.4:
DETAILS
C.5:
EROSION
CONTROL PLAN PHASE 1
C.6:
EROSION
CONTROL PLAN PHASE 2
C.7:
EROSION
CONTROL DETAILS & SPECIFICATIONS
NCG01:
GROUND
STABILIZATION AND MATERIALS HANDLING
NCGO1:
SELF -INSPECTION, RECORDKEEPING AND REPORTING
EXISTING
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
GRA VEL
DEVICES FOR STREETS AND HIGHWAYS.
THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
PERFORMANCE DOES NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN
ON, OR NEAR THE CONSTRUCTION SITE.
9.
THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING WHICH MIGHT
INTERFERE WITH DEMOLITION. ANY DAMAGES TO UTILITIES SHALL BE REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR IS RESPONSIBILE
\
FOR NOTIFYING ALL UTILITY COMPANIES BEFORE CONSTRUCTION AND VERIFYING LOCATION
\
OF ALL UTILITIES SHOWN OR NOT SHOWN.
\
\ 10.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE RELOCATION
\\
OF ALL UTILITIES ALONG THE RIGHT OF WAY AND ON THE SITE ASSOCIATED WITH THE
\
CONSTRUCTION OF THIS PROJECT, SUCH AS, BUT NOT LIMITED TO, SIGNAL POLES, SIGNAL
CONTROLS, DRAINAGE STRUCTURES, TRAFFIC SIGNS, UTILITY POLES, GUY WIRES, ETC.
11.
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS NOT ACCEPTABLE TO
THE OWNER AND ENGINEER.
12.
TREES TO BE DEMOLISHED SHALL BE CLEARED AND GRUBBED. NO BURNING SHALL BE
ALLOWED ON OWNER'S PROPERTY.
the
)GLE
FIRM
ARCHITECTURE
1 10 N. MAIN ST. [e-mail]
SUITE 200 www.boglefirm.com
SALISBURY, NC 28144 704.638.2015
PUBLICATION OR REUSE OF THESE DRAWINGS OR
ANY INCLUDED DETAILS MUST BE WITH THE WRITTEN
CONSENT OF THE FIRM'S PRINCIPAL ARCHITECT.
CIVIL PLANS PEPARED BY:
KING ENGINEERING of CONCORD, RLLP
35 CHURCH STREETS., SUITE 107
CONCORD, NORTH CAROLINA28025
000 000
PHONE (828) 403 - 5586
O Mailing Address:
Kingengineemc.com 401 Poteat Drive
Morganton, NC 28655
F-1438 [e-mail]
EXISTING
CONDITIONS
POWERHOUSE
RECYCLING
220 Ryan Patrick Dr.
Salisbury, NC
TELEPHONE, TELEVISION AND ANY OTHER UNDERGROUND AND OVERHEAD
UTILITY BEFORE STARTING CONSTRUCTION. THE OMISSION FROM OR THE
INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT DRAWINGS IS NOT
TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION
OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CON-
TRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES ALONG THE ROUTE
11. PROPERTY IS SUBJECT TO ALL EASEMENTS, RIGHTS OF WAY, COVENANTS,
RESTRICTIONS, CONDITIONS AND RESERVATIONS OF RECORD AFFECTING
SUBJECT PROPERTY.
12. PRE DEVELOPED IMPERVIOUS SUMMARY
SHEET NUMBER
EXIST BUILDING: 114,036 SF
DRAWN BY: SLK
EXIST CONCRETE. 26,402 SF
EXIST ASPHALT. 111,625 SF
HECKED BY: SLK
EXIST GRAVEL: 86,403 SF
I
TOTAL IMPERVIOUS: 338,466 SF, (7.77 AC)
DATE: 8.28.20
.O
TOTAL AREA: 1,059,846 SF (24.33 AC)
XIMPERWOUS = 338,46611,059,846 x 100 = 31.94Z
PROJECT #:
OF: 7

e R
0 * Pkk Dr
��
40 0 20 40 80
1 inch = 40 ft.
160
CURVE TABLE
CURVE #
RADIUS-
DELTA
LENGTH
CHL
CHB
C1
50.00'
99'4434"
87.04'
76.46'
N 39'48'15' W
C2
50.00'
73'4205"
64.32'
59.97'
S 5X1729" W
NL IN tiU1LVING. l UZ, SUU 51-
NEW CONCRETE: 8,418 SF
NEW ASPHALT: 58,567 SF
NEW GRAVEL: 4,181 SF
TOTAL IMPERVIOUS: 430,689 SF, (9.89 AC)
TOTAL AREA: 1,059,846 SF (24.33 AC)
XMPERVIOUS = 430,68911,059,846 x 100 = 40.64%
the
EVOIGLE
i FIRM
ARCHITECTURE
110 N. MAIN ST. [e-mail]
SUITE 200 www.boglefirm.com
SALISBURY, NC 28144 704.638.2015
PUBLICATION OR REUSE OF THESE DRAWINGS OR
ANY INCLUDED DETAILS MUST BE WITH THE WRITTEN
CONSENT OF THE FIRM'S PRINCIPAL ARCHITECT.
CIVIL PLANS PEPARED BY:
KING ENGINEERING of CONCORD, RLLP
35 CHURCH STREETS., SUITE 107
000 000
CONCORD, NORTH CAROLINA28025
PHONE (825586
O Mailing Address:
Kingengineemc.com 401 Poteat Drive
Morganton, NC 28655
F-1438 [e-mail]
SITE
PLAN
POWERHOUSE
RECYCLING
220 Ryan Patrick Dr.
Salisbury, NC
DRAWN BY: SLK SHEET NUMBER
'HECKED BY: SLK C2.0
DATE: 8.28.20
PROJECT #: OF: 7

to Ryon
, /Patrick Dr
-
472 002
NORTH CAROLINA STATE HWY PWC
ZONE. HI
477 002
POWERHOUSE RECYCLING INC
OB 1242, PG 348
24.62 ACRES
ZONE. L1
73p- ----
- - - - - - - - - - - - - - -
\ � N 88'08'20" E 375.33'- � -
\ \ 5 L _ _ _
\ S� 76p--
/-1'L� ` \\ \\ \ s � \ \ N 88'10'33" E 404.08'- � I - � - _ ` _ - - - - - _ - _ _ \ _ _ - - �\
\ \ _ - -
/ / \ s�--\ \\ - -- - -_ _ - _ ---
-S S_ S S S-�}�S S S/ S S 7-s S \\ \\ N88'09'31'E 404.82'- R °\ 1 \ / \ �_ - -_--\_-____ -___________ - - - --_- __ _ _____
--
_ \ \ \ \ \ \ \ 1 1 \ \ 1 \ - - \
--- - - \ - \ \ \ \ \ \ \ \ 1 \ \
\ I --- \ \ \\ \ \ \ \\ \ \\ \ \\ \ \\ \ \ I
-? _ -- \ JS 1 `\ \ \ \ \ \ \\ \ \\ \ \ \ \ \
- \\ -\\-------- \� \\ \\ \ \\ \\ \\\ 11 \\\ \\ \\\ \\\ \\ \\ \\ \\ \\ \\ \\ \\\ \\ \\ \\\ \
11
\ ---- \\ \- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
i \ - 11 \\ --, \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ RISEI8 19 \ \\ \\ \ \ \ \\
\\\ \___ \ \ \\ "I "I "I 11
"I "I \\ \ \\ \ \ \ \ \\ \ TOP. ` 00 \ \ \ \ \ \
/ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ INV 6" ERDRAIN:7'3f.15 \ \ \ \ \
I ---\\ I \_ -� ) \ \\ \\ \\ \\ "I \\\ \\ \\ \\ \\ \\ \\ \INV 0UI..• 3�. 7 \ \\ \\ \\ \\ \\
\ / I I \\ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
I / ) I I \ \ \\ \\ \ \ \ \ \ \ \11 -----, \ \\ \ \ \ \ \
\ / I \ \ \ \ \ \ \ \ \ \11 � --- _= --_7- 7Z \ \ \ \ \ \
/ \ \ / I \ \ I I I \\ \ \ \ \ /// " " ", "� - \� \\ \\ \ \
I I I I I I I 1 1 \\ j////�"-y -- -- _ \ \
II / / I I II \/ I I \I \I \1 \1 � //// // '� %�`� -��\ \----- \\ \\ \ \
477 001
PHILLIP E. ROSEMAN
LINDA H. ROSEMAN
DB 1298, PG 652
ZONE. CBI
(ROWAN COUNTY)
Z
- _ - _ -
-- -- -- _ \
_ \ - \11 11 11 \
-\\ - \\ -____ -\ \ \\
11
\ C_ "I �,
\ \\ \
/ \ I I I IIII ii \ \ -- -� \ \ \ \ // ----\\ \\ ____ 11 \\ \\ -I I \\\\ vim\ \\\
I / 1 I I 1 \ \ I / � \ \ \ \ \ \ l \
/ \ I I I II i \ \ \ \ \\ \ 11 /' __- 11 11 \ \ \ I. 11 "I \ \\
\ L \ / I \ \\ \ \ \ \ \ I 1 . ��` \\ \\ \\ 11 11 \--------- --- \-___�\ \ \ \ \\ \ \\ I
11 / -\\ \ / I \\ \ \\ \\ I \ \ \ 737 738 739 \-\gs\\\\ \ \\\ \\`_- /�'/ //�i------__--- `--`-_ \\ \\\ \\\ \\ --\\ c\� i \\ ^ \\
- \ 3: 1 SIDE \ \ \ La = 28' .- ._-.._..�._.._.._ - - __ - _ - 1 / \
I / - - I \ \ 736 \ \ \ \ C L VIE -6ITC ®1.0% � - - \ \ \ - \ i \
\ \ / \ \ \ l W = 6 737 \ \ \ \ \ / fL / _ \ \ - \ I \ / \
/ \ \ SLOPES I I \ \ \ T= 12" \ I 1 738 - \ \�- \ wl J.1 SIDE SLOPES / ---- ___ \\ \ \ \ -- \\ \ \
\\ I TYP / � \\ \ \\ \\ \\ \\ I I I/ 739 \ - \ -..\ \ \�\\- - ___-_i' �� `--- -- \\\ \\\ \\\ \`- -\\ \\�'/ I \�/ \\\ I
- \ I l \ \ \ \ \ \ FES 18 I I / 741 \ \�, \ \ - - - / ` - \ \ - - - 1
/ l ( --_ \ l --\ \ \ \ \ INV.•\ 35.00 1 /l 742 \ \ \ \ _ ,/ -- -_- \11 \ \ \\ -- \\ I / \
1 \ \ \ \ _� l/ \ 743 \ \ -- __ -- __\ \ - -- -- I \- \ I
La \ - - - - - \ \ - - -\ \
/ -��I I \\_ \ \,_ \ \ \ \W 12 \ 1/11 Ill 742 743 \ --\ \ \ \\\ _-_ _-/, - --- --`-- \- \\ \\ \ -\--- -- \ ''' - INV. 89
/ \ l I \ \\ \ \ \ \ \ \\ \ W s \ \\ l0 I I I 1 \ \ \ \ 6c \\ 744 \ \\ -�\ - ,_-- \\ \ \� \- ---
1 -- \ \\ \ \ 1I I I - - - 741 \\ \� \\ \\\\\\-\ / -\\ �� \\ \7 -1 \__ -___-1 \ \ \ 1 \ \ I
_ - 44 LR 15" HDPE / 1 1 IIII / - - - - _ 740 \ - .. - / FES 9 \ - _ - - �\ __)z_ \ J �
\ 1 732 \ I ll I 73s \ -` ,,---------' - / / \ - - Jcs \ ss
_ i = I - --� - - \ I 733 ® 20i \ I 1 I 1 111 1 �5.=��__ - - \ \ \ \ �' ' \ _ - INV.• 739. DO \ r l / l _ _ _ - =
__-F \\ \\--__-- 1 i 734 Ill/ II 1 / 1`- \ \ \ FES 1 �- \ \\ \\ /'J� \ La = 28' \ / \ _ _ //i//IN 1 -- \
_\ \ \ \ 735 / I Ill / 1l 1 i - 6 nderdra� � - \ \ \ \ \ \ INV: 739.00 � I \ - - - - - \ \ / \ W = 6, \ l / I \ `� � � - r -� � '` 751 54
\\ \ \ \ _ 1 736 I I 1 \-_'-c�� - -_'�,
\ - - - \ / l _ 7 /\
_ - -_ _ - - / T= 12" _ - %� - - 477 003
-} - \ \ / - _ - - - \ \ i 737 1 I 1 I l 1 I SAND CHA Aec,¢ '' SEDIMENT DHs�MBER �� = 8' - - \ - - \ \ . - \ - - \ \ l / // ` _ � - -__'�:__ \ l I I \ / -
725 I - \ l - -- \ \ - 739 38 I I r - \ _ - -- - - 7- _ - \ \ \ - \ \ - \ / -
1I/ I I 1----�f--- - _ - - �1 I \ UFP ATLANTIC DIVISION LLC
- /' ' _ - -` - \ \ 740 I / l 1 / 1 \ _ - I\ - \ \ DB 1239, PG 678
\)1/ // /�__� 741 I 1 11 \ - �-- T- 1 \-\ \ \ 744745 \ /l / _ /_ / , /�/i���\ - "I / I I /
I)/// / / / - - � - _ - -743 742 I l i; / \ - - - - - \ - - / _ - / - \ \ I / -I \%, / ZONE L l
I\ I l '/ \ �_- - 745744 II;/ \ `___ \ - - - \\ \ \-.._.. 739_..- ��\ 11 "I 1 / ,/ /f //
"_\\\\l � I^ r --___ 747746 - 744 7 -- `\ \\ \\ - \ \ \\ _ - \\ -\\ / j /// // // // /
S �\\\o /l\`___�--_-�-` I I �1___ ==-_748 _ ______--___ 746 745 - \ \- \\ _ ----_ _ �� \\ -� , , // // // /i
//��\1/ -- / " _: � I ,/ l i � ==_ _=___= =--= -/ 748 747 - \ \ - 744 -- -r \ / i' /' / / / /'-`- ,/ 11
In/ _ =---__------ _ _- i 1! -- / l /Ill// 1 1 - ---_ ----------- 146 745 - - - \ -1' // / �/ 1 � ,/ // /
y /� ��^C\tS\ \/' r\ --- I' // ---- ----- -_ _ --- - -_- _- - 1 / 1 \ 381 LF 18" HOPE ®0.60% 40 ®0.50%D \-, \\\\`-- -- �- �,-- 748747 - �Op� \\ /-�' /�/ //' // // // , // //
I I // \�� S I ---- / // JB7 /_---------- __ --\ _i O -- i 749 -- I / 3O" ,/D 10 11 - / /,' / /11 / /- //
///, f �/ \, , S\ I -_-I/ l I j/ TOP. 748.5 // __''- _ -\ \�l1/l /Il -- _ e / / / / --
\ / / �3 /N /N: 739.40 / � / / / / i
\ \ 1 - _ - \ 381 LF 18" HOPE ®0 60%
/ / / /I \ �\ S I / / /l INV IN: 741r69 - - //I I I / \ / O� IN OUT: 73 . 0 ,' . � 11 / / � / / / /
l \ 1 INV OUT /741.59 ------- \ 1\\/l/ l - I ( - O i /
/ /// \\ \ \I / I l� I -_ \ \ 111 /I - 1 I / / \ �� -T----------- ----/ - �/ / / / i , / , /
I ��I \� �\ /S\ / ---- l /l 111 1 // ��'/ /// II\li�lll/1//1�/� BTM. S20'� F175',RELM 739.0 ✓B 2 - \IIIII j1j -- �, 11 \\ \\ / , - T---� ' ' ' /� /� ' �� /' /
---- ----�- / " / --� o
\ \\ r - / l l / I /ll / TOP: 748.8 ------ -- \ \ \ / / / l / / / , / , / , , / , / /i
1 I I I I \ �\ / / � / / / I III I I// / / TOP: 44' X 199', EL: 743.0 INV IN: 739.30 \ 1 \ \ \I \ \ \ \ ' ' ' / / I / / / / / 0'
/ � \\\ / I S I / // o I ( S 1II I ////// INV IN: 739.30 \\\\\\\ -- \ \ -- / / / l / / / /
I IU �� \ \\ \ \. / I / I �1 /l1 /l \\ \\ /-------- -- -- \ \ --_,� / / 1 / GB 3 / I / / // // // 11 /' // 11 /' ./ (-A
I / \ \\ / / ___s / / // / �o I II II l/// �/ INV OUT 739.20 \�\\\\\\ `-- -\ ---,\ / / l I ITOP.• 748. / / / / // // , /�--
1' � \, i � \\�\ / / \S / II ; ® / I I;;11;1///l// \\\0 \\l \ \ \ / / 1 /INV IN: 7411.69 / / / // ,/ , / / // / w_
I / I I - - - - - - _ ( \\ � / - l W / I 1 / I (/ l / - - \ \\ \ / 1 I INV OUT. /741.59 I 23.2 F 24" HD E I / / , , " i /
/ I I, ,-- - _-__-)_-�\� \ / / a / Illll/////// \\1 1)1 - `------ \ I / I / / / _ �^
1 - _\ \ / o P _ , / I 1 /IIII II) III `-\\I / / / 1 / l / I / 0.30%I / / / / // , �� _/
/ I I ' ----- > \\ a \ - / l 1/ l l / \ --�I ------ \\II / / / / 1 I / / I I / / / / / \ �
% ---- -/ / / I / /// / 111 I 1 ( \ -- / 1 / /
I /i'/ __---_ _�-- _�'/l �'' �' lI /' l/ll/ / 111 II I �' I �`\ \111 / / / \ \ I / / / / / / / / // �" / w
I I ,- - -__/ I / i / I - /\� �i /.- l /' �lll I // III( / // / / \ I I I / / ' / / 11i � o
i ( j 1 / I// . 73trss___:� _ - j� 1 / /,/ / // 1 / �/ I I / / I 1 / / / / I 1 / / / // / / / ,
1 / I / '� - / / / / ^ I - / // I //T 1 1 1 ) / / / / / / / / / / / / / / /
�' / Il Il/IIII 1 I 1 1' IIIII I / / / I I / / / / / r
i I ) %/ / /, �r/\r ------------ ---- --' / / // s lI/l/l/ l/ll NEW BUILDING ADDI%l�N III //// I 11111 1 / / 1 /
l / /,,r\�- ---:- - -__ //// /, \S / /' l /l t/l1 /l II / / II I I / / / 1 / / / / /
FUTURE A 1T10N11
I / // /////II N-- _--- \_-_--
/ / / _ -_ _ - - -_ - , \ / l l l 102 500 Sr I / / / I 11 j 1 / 50, 000 _w / / / / / /
jl///��//// /////�;",��_=-\\__- --\. =\\/,- I s / I/ll// /11/ . I11 /11 _ 1 11 \ 1 , , / / / / / / / / / / , , sIt / // u- \-_=----_ \\- _ \\�__ 1 \s / l /IIII /l/ FFE 749.65 411y111 11 1 1 . / �/ 24 ®os"%DPE / / / / / , Slams /
/ / /I I _ _ _ _ _\ _ _ / l 1 I I \ FFE °%�% 65 / / l / / / � s
/ , / _-\\__ -____� // / / / III Ill I / / I / / / s /
//'////////i''i-/// �__ \ _ /� l l 111 / 1111 \ / / , / / / I / / / / s_�s� / /'
I y, / / // / / I/ /, ,�foP: 746.0 ____--_- S �� ////I /l I $.- /\/ II II I - \\ I II / / /' / I /
/ / \ / 4 \ I I I 11 \ I / / / / / / / / / �s�-s / / /
/ �/ / / / ,) // I / BTM: 745.2 / S -' llIl /jl ( - �� � \\ / III ►II \ I / / / / �/ / / I / / / I / s_� s / / / /
/ �o / I\ / /i ✓ /� / TOP: 749.65 ��- - - - // I (� l / - - / III / / 1 \ 750 I / 1 / / / I I - s � S / / / / / / _"165
vf\ / / �/ / /' / TOP: 747.0 /BTM: 745.65 / S I \l yY// / - - / \ / 1 I I 1 I I / / 1 � I I l 1 --S l I / / /
\\`/i// i' - / lIl /1j _ ) / 750 I I / / / �� l 1/ //�s�s j s I / / / //
O� jl7,r// _/' ,/ B7M: 746.0 11 ���'- \S INV. 742.18 \\_/T-i / / / /--�
10 /, GI '/ . c i _ _--' -- // ill l ll \ / _ 1 / 1 / l / / /
I ///' ./. � \S / - \ / 1///// k / / j 11111 I 1 I I / // �' / / �s / / I / / / �/
/ \ \ � / IIIIII \ / I I / 11 ` -- I J I I / l / .1 � s I I l I I l / // /
// I' / /' °° / S ��- i' I l JB 1s I / / 1(l1 -- --_ I / / / \ / -S-�/ s I / �I / / l I // / / 1 / / //
l 1 iI / ' ' ' ' D 10 e' / ,� 1 1 / / / \ - \ \ s /� O/h: 748. oo l /If l / / / / i
\ TOP: 74s.5o -j - I ` - _ `
I / I 1, '.� Cogcrste'.,,. / e A. y / /'_�_ -- - INV IN(24": 742.43 <-_i I, \ _ _ \ I 1 ll ' s/ __- S-'\ // 1 / l / / / // / ' / / i /
1, � / \ 1 / / I \ - - \ g - _ / l NVj IN: 739.87 / /
ll - / INV IN(18" : TBD IN FIELD - - ` / I l l / 1 / ' / i
/ . / p; . > .. s . . � . _ _ - - _ _ / S Relocote / l INV OUT: 742.33 / \ \ / - , `�'`\ I I / / 11 _ \ Existing / / �' S ���- \ \\ \ I ,/ I 1 I NV OUT. 739. 7 / l / / I / / / , / /' _' _ /
i I \\ /„ �/ / / > e. / . // _ S\ v OVER CONSEXIST UCT NEW
JB \ � S\ \ §.� -- - \ - \ ) l l l / l / -
1 ll / C y. Hydrant t I/ / S
1.
I u \ i�R8745. 5. i�i \ IIIIII / ��s-�s� �- // -\\ \ \ \ l I 1 1 I 1 l l l l l j / l I l // // �'� \
I / ll r / > s> e i s 1/1111 ��S co / / / /
I n�` •/ - � I&yPUr:' 42?2 .1 \ �kIIII �S� _ l l \\\\ \\\// / / / 1 I I 1 ®0.30 / l l I I I l /
/\ \ \\ \ \ I / / / I I I 1 .8 LF 24" HDPE l I / / / I I / � / i
11l1(�\ o . V i. _ _ -749_ _ _ _ _ \ S 4 //� \ I / \\ / / / I I / / / I l l // /
I I, ' I e /. e i __ S 5 1 / /
II / '.,D, .. .i�...p I,--------------
/-� SAS \ /� 1 / / \\\ \\ / / / / I II l / l l l / / / / l l / / /
ll ° ° / \ S S�s� ll I111 DI15 \ / / \\ \\ / / l l l I l l I I / / / - _ -�
( I, i ' \ S GR: 748.00 \ 1 1 / \\ \ / / I I 1 / / / ",
N / ii \ °..p Is ' ll IIII INV IN 8.00 746.00 _- i/ I I \-�\\ / -- __, / 11 / / / / /
/ I, � JB 6 \ ll /Ill � r'). --� JB 5 i 101.6 LF 24" HDPE\\- � __/ I I I l / / / / l l // // \
I _ _ . ---' INV IN. 745.91 1.99 9 _f 0% -/- ___-__------ - \
1 \ . ,,
---_____--- >r -
/ \ \\_-�j INV IN 24 742.0 �49 1 / / ® \ ii'
\ P.
O _ - �I�IN: 74744.53 /// /4.63 /4 /// ✓`- ------------ lT _ -` �l /'' /' / // // // / / // //
GR: 742.26 \ FFE 749 65 - - - - - - -
----
_ �1 - -
----__----__ - - - - -- - - - - - - - -
)2�B'LF' 15"'MOPE'®' 05 � ��� J � / /
T , --==
\�
\
59:� 24..'HOPE'.' '..'..'.'.'.'.' .'
.'.......�
_ _ - -
_
- _
---
_ _ - / / l
\
m If
-$-=
' ., . r•�.� . :• A �
�.> '. I
„
II
.�.��..N`�.�.�.�.®..0:40..... .. �y19...
.,c. .. .........
i - -
/ /
/
_ice
244 LF 15" HDPE ®0.60%
O
// / / / / / / / l
/ / /
i \
. , .
I
I
FFE -
%
749.6 '•:•.i \
„
.... ..
" .:..... __. /.....
`,
.%y"DA.'''''
�49 /
/ _
-
/ \ \
JB 4
/ / / 1 //
/
( ( l / /
/ \
/ \
. e.
1 i
\ II
.I% • .. �:.
( �'I.,,I'.�.. .I:'. \
O
..
I
_
/ /
,' \-
-,TOP, 749.1
llTt/.(N: 743.07
/ / / /
1 I / / / / / / /
\\
,.
.
....I
1 ' '' ' 74.5.8d- 1 I
)
1
/
)
A9
/ -
INV Ob•T;, 742.97
//
/ / //
I 1 I / / / / /
,/
/
Concrete ,
DI 17
\ II
\.
1
/
I /
-
/ -
-\
\
/ /
/ / / / / / /
1 / /
/ \
I .'-
+7
GR. 748.30
INV OUT. 742.62
II
( II /
I
46.8 LF 24. HOPE
1
1 l
.I .
/
I Dl 14
I /
_
156.8 LF 24" HD�
\
\
1
/ / / / / /
/
1 I l / / / / / / / /
/
u, �.- .' . ). i. _ .. ', . .'
II
I II I,
®0.40% I
I
TOP: 748.00 /
I l
0.40%
l l / / / / / /
/ /
//' /\
.� I
\ \
FFE - 749.29
II
1 /
1
I
/
INV IN: 741.59 /
l
\
I I
I
-
- \
///
/
I / / / / / / / /
I l
/ \
i i /
1
INSTALL 12 LF 18" 1 I
I .
NV OUT 741.49 q9
1
_
A 1
9 I
- I \
\
749
I / /
I l / ' / / / / / / /
/ \
' ' ' " ti
EXIS71NG SANITARY SEWER LINE TO BE
i I
I :V
HOPE 2 2.50% I
I I
I
I
I
1
/
-
- -
,751 750
/ / , /
/ / / / / ,
\\
.
ABANDONED BY SRU UPON ACTIVATION
INV` 746.30 I
I I
\
I .
--
-
-
// // // / , //
/ / / / '
/,
OF PROPOSED SANITARY SEWER RELOCATION.
I I,
I I
I
I /
1 I ,,I---
'
- 752
/ / / / / / / / /
I / / / /
/ ��
EX157ING MANHOLE TO REMAIN ACCESSIBLE
\, 11
I I I
I ' ' ' 'I ' '
I
I
` -
� 753
/ / / / / / / / / /
, / O
u)
DURING CONSTRUC77ON
a1:
I I I
\
I
I '
755 754
I / / / / / / / / / ,
/
'. ' .
QiI
I I I I
..
I / 50
,---_
Dl 42 I / I / / / , / ,/ // //
//
.
I
I
II
I I
. 1.
I / /
yo-
-
--
r P: 746. o / / / / / / / ,
• ii
I I
I
//�------
- '
I 40.35 / / / / /
' / \
..
RE -WORK EXIST I I
1 '
1
I /
I I I
\
\
ENV OUT // // // // //
/ / / /
\
II
I I
DITCH AS NEEDED I 11 I
1
__
/ / / / / /
�' /
I
II
I 11 I
I.
I I 1 '
DI13'-
/ / / / / / / / / / .1
\
I'oncrete
II
I ll I
/ .
I
/
15\ \
\
TOP: 748.
11 TOP:
_ ____
_
/ / / / / // // //
/ \
/
..
\\µ
I /1 1
I
I I I
/NvlN• .o- --_
--
// // '//
/ / / / /
// //
11
I. Asphalt
1
;.
5\
1
I I
-
u • 40.98
/ / // // // / / / / /
/ / /
11
\
./ I-
.
I ii 1
I / ) I
. . .I .
I
I I I //
/
\
`-
-\
/ / / / / / // // /' //
/ / /
,/
. \'
I II I
I `/
1
..../.
I
/
_ 52
1
\ \
/ / / / / // // // // /
/ / / / / / /
�'
.
/ I I I
\
/
... I.
I
I I 1 /
I I I
- \
\\\ \\\
/ / / / / /'
� \ ,�
/
/ I11 I
I / I I
l
I
'
// // // // // // // // '/ '/ '/ '/
��/
\V/
I I \
I I I I
Exls"'
I \
I IIIIII //�\-
\\\
---
/ / / / / / / / // / // / // "�
�i
I Ii j
I II I
Gravgl
I \\ 5ti
I I1 I //
15-3
\ \\
-----j
// j // // // / / / // // // // /11
//
I 11 ExistingI \I I .. 1.. 1 \ I I I I / 11 11 11 11 / / / / / // // / / / / / /' /
II I BuildinI II I ... I. . 1 I / I \ , / / / /
Existing / I 9 I . I . I I IIII 11 11/ -- \ \\\ \\\ // // // / / // // l l 1 I // // //
I BuildingGR: 748�to iI \ I I 1 I /- \ \ \ / / / / / /
INV IN: 43.s1 ki )I I I \ 1 I . / / 1 I I I I I �5h \\ \\ -- / // // / 1 / l I l l / / / �/
m Existing u I \ 1 I I / / /
INV OUT.• 743.84 1 1 1 . . / I I I 1 / � \ \ - - / / / / / / / / / / / /
I \ II 1 I. I I I 1 \ / / /
FOC \ ii I \ I 1 1. 1 \ I I I 1 \ \\\ \\\ // / / / I l l l l l / // �/
II \ 1 \ I. I \ 1 I I 755 756 ,757 \\ -- -- �/ / I I I / l I I / �/
n v aii \ � \ \ \\ \I I . . i \ 1 I I i '58 159 \ "I ---- - / / / / - W 54649' / / // //
^ v11 I \ \ \ \ I \ I 1 III ( 60 161 \ ``-----//'-� / / / S 80'575 I / / , //
I III I - \ \ \ \ \ I 1 IIIIII 1 62 163 \\ --- / % / / / / / // �/
\ 11
II �,, .. ' \ I, \ \ . \ \ 1 IIII IIII 1 64 \\ -- --- / / / / / / // /, //�
co \ ^III 1 \ \ \ \ \ 1 III I I I I I 1� \ \ -- - - / / / l / / I /
-\ \ ) \ '. \ I 1 1 111 1 III \ \ -- - / / / / /
Existing \) �'I \\ .: I \\ \ I I \ I 1 11 11 1 1 1 1 1 1 ' \\ -- - / I // // // // // /' i
Building 1 11 I■ ■\\\ 1 1 \ I IIII 11111 I I /� \ -- ----- // // // // // / / //
\ ii �ii .'•.;..-'.'. : I_ \IN I \ . 1 \ I III I I I I11 11/ -- `- -' / / / / / //
I GR: i .72 8 r. :.' .:. _ \� I . I \ I I IIIII (IIIIII / \\ --_ _-'' // / // // / �\,\o
INV OU • 743.31 _ I I 1 I \ _ \ - -
:'......,.� I I / I IIIli11111I // \\ \`_ --___� � // / n/ NO
TES
I , "II / / IIII111IIII \\ - GR,�DII V G
�. \\/ • ..�. I / I I j 111 1 III 111 1(/ /1'\--- \-- --`- -_ --�65' 477 073
- _ _ GUARDIAN LEASING INC
\'' I I 1 I I ( I I III 11 1 j / - - - - DB 858, PG 875
/n .' C. ngrK it .,: I I I I I I I -
r _' I / l 1 II IIIIIIIIII \ - - - ZONE: L1
/ j1111 1111I I / --
I I rave I / IIIIIII1111111 /-- 1. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE
", ' „.' ........::'. ; I 1 // / III I 1 I i i I I I i I i / - - PLANS, WITHOUT EXCEPTION, THE CONTRACTOR SHALL MAKE A TOPOGRAPHIC
I . ` / I11111111I II II / SURVEY AT THEIR OWN EXPENSE AND SUBMIT IT TO THE OWNER FOR REVIEW.
`' ':t _" I IIII I I I I I I I I (//
' ' - ... ®'.. '..'. ' .. , I ; ; 1 IIII 11 11 111 1 1(
I _ I GR: 748.72 . ( I I III �IIIiI) _____ 2. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITIES BEFORE
Asphalt I "/ I / IIIIIIIIIIIIIII / CONSTRUCTION AND VERIFYING LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN.
I----749____I / h% I 1 1111111111111I //
Existing / / ` / till I I I I11I 1111 / ___-770 3. CONTRACTOR SHALL PROVIDE DRAINAGE AWAY FROM THE BUILDINGS.
1 �' Building / // / I I i 1 i 111 111 11 I 1 // /
I / // 1 ��� / II I I I I I I I I I I I I I I // 4. PRECAST STRUCTURES MAY BE USED AT THE CONTRACTOR'S OPTION.
I � / /III111111111111 / ---
I ,...X ,...•.:\'..'." /---750-_ . I . / III I ►I III I /
I I �\ .�. / / �h/ // I I i I i i I I I I I ► I 1 / 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE
:' \ 1' \ . /.. / / / I I I I I / I I I I I I I I /' RELOCATION OF ALL UTILITIES ALONG THE RIGHT OF WAY AND ON THE SITE
\-- ®GR: 1749.60 1111111111111111 ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SUCH AS BUT NOT
-\ -� ---/ \ ' / / / 55 / / I I /IIIIII / I l l l i �/ "� ,
I \\\- ( / / / / / 1111111111111111// r LIMITED TO SIGNAL POLES, SIGNAL CONTROLS, DRAINAGE STRUCTURES, TRAFFIC
I �N,--------\ I / / / / // /I►1111/111I111 / ,,' SIGNS, UTILITY POLES, GUY WIRES, ETC.
3�0?s" Exis tin --- \ I / // / �/ ////�i / I I I I I I 11111 /....
W 3s3 /gy�ant _ \ / _-- / / _/ ____ _ _ ;� / /// ///IIIII . ......../
3p" /' --- --\ \ / ' �/ _- ''i/ , i,/ IIII 1 I j ............./..................:'.:+ 6. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE
LEGEND - -_ - - _ _ _ _ _ \ \ - __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ; __1/ , /„ /, � //.':':'.,.'.'.'.'.'.'.'.'.'.'.'.'.'./ IN ACCORDANCE WITH ARCHITECTURAL PLANS AND SPECIFICATIONS.
-\------- ----- -- ___-- -___ _-- _-- _ -_J/// �i/ / /. U)
G.. \---------------- ----- - _ _ �_'i / // /' a
__ --- ---- - / r''''''......'f'' 7. ALL SLOPES AND DISTURBED AREAS NOT COVERED BY BUILDING OR PAVEMENT
_ _ _ / � SHALL BE GRADED SMOOTH AND STABILIZED.
---------- RIGHT OF WAY 477 08o GR.--------- _ ---- � -- __-_- = ==i 1I ......:::::::::: . /... -,
,,_--- -
PYROTEK INC 752.66 /'/ i --- �� --- ----------- -- N
N 90'00' OO,.E ' DB 977, PG 846 0� / / , / " - _ / _ - - - /.. ,
PROPERTY LINE ZONE: L1 / / / / --- - .. ...... �i._.. m
_ _ _ _ - /. y......... , ............ 8. SPOIL FROM FOOTINGS IS THE SITE CONTRACTORS RESPONSIBILITY. CONTRACTOR
/ I / /.................. ... .........::::::::::::: `N
cary / / / 1........... .................../.................../................................. .. j. ............/..........
EXISTING CABLE TV GR: / / , / I / / / / / / / ....... I ..:............... / .......... /........... lo IS TO USE THE SOIL ON SITE OR REMOVE I T FROM THE SITE.
7s3.ss / ;/ / o / I I..........1........../........../..... .../........./.Grade//:...:.....1..:......../.............j�........*.*.I *.*.*.:::::::/...........
EXISTING SANITARY SEWER RYAN PATRICK DRIVE - �e \ ( ( ,. I I \ \ I t........ / / , , /
50' Public RA j` I \ \\ II I / I I .........1 1 I / / /........�... .. 9. EARTHWORK SHALL BE ON A UNCLASSIFIED BASIS.
/ / ../
ucE EXISTING UNDERGROUND ELECTRIC , �11/ / / I..........................I..............:................1. f. ...................... /
/ I � __// ,/ I -\ ` I I I I / II I/ // 10. ANY FILL USED TO INCREASE THE ELEVATION OF THE FLOOR SLAB OR ANY FILL
W EXISTING WATER / 1 �' "- / / \ "I �, \\ \\ �, 11 `\ \\ \\ l I / / TO BE USED AS BACKFILL, SHALL BE CLEAN, GRANULAR MATERIAL. PRIOR TO
I / // /' ' / "'6 \ \ \ \\� \ // THE USE OF ANY GRANULAR FILL GRADATION ANALYSIS SHALL BE PERFORMED ON
'C.O. EXISTING SANITARY SEWER CLEAN OUT // / /, _,// / s o / ,
BFP EXISTING WATER ^ / ' /'- // REPRESENTATIVE SAMPLES OF THE FILL MATERIAL TO DETERMINE WHETHER THE
' - MATERIAL IS SUITABLE AS FILL. COMPACTED FILL SHALL BE PLACED IN LAYERS
160/ N 7s5545" W 479.05, OF NOT MORE THAN EIGHT INCHES, UNLESS DIRECTED OTHERWISE BY THE SOIL
ENGINEER, IN THICKNESS, AT MOISTURE CONTENTS WITHIN TWO PERCENT OPTIMUM,
AND COMPACTED TO MAXIMUM DENSITY OF 98 PERCENT OF ITS STANDARD PROCTOR
477 075 (ASTM D 698) MAX DRY DENSITY.
PYROTEK INC
DB 1257, PG 856
ZONE: L1
11. ALL SPOT ELEVATIONS ARE TO FINISH GRADE (FG) OR TOP OF CURB (TC)
\ \ UNLESS OTHERWISE NOTED.
\
\ 12. ALL SYSTEM MANHOLES AND PIPES TO BE FLUSHED CLEAN IF REQUIRED,
\
\ PRIOR TO TURNING OVER TO THE OWNER.
ao o zo ao so 160 CURVE TABLE \\ 13. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS AND
CURVE # RADIUS DELTA LENGTH cHL cHe \\ FILTER MEDIA ARE INSTALLED%.
C1 50.00' 99'4434" 87.04' 76.46' N 39'48'15" W
1 inch = 40 ft. C2 50.00' 73'4205" 64.32' 59.97' S 53'1729" W 14. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWING OF ALL WATER QUALITY
BMP's AND DETENTION SYSTEMS MUST BE PROVIDED.
N
\
N
the
1! OGLE
FIRM
ARCHITECTURE
1 10 N. MAIN ST. [e-mail]
SUITE 200 www.boglefirm.com
SALISBURY, NC 28144 704.638.2015
PUBLICATION OR REUSE OF THESE DRAWINGS OR
ANY INCLUDED DETAILS MUST BE WITH THE WRITTEN
CONSENT OF THE FIRM'S PRINCIPAL ARCHITECT.
CIVIL PLANS PEPARED BY:
KING ENGINEERING of CONCORD, RLLP
35 CHURCH STREETS., SUITE 107
000 000 CONCORD, NORTH CAROLINA28025
PHONE (828) 403 - 5586
O d Mailing Address:
Kingengineernc.com 401 Poteat Drive
Morganton, NC 28655
F-1438 [e-mail]
GRADING
PLAN
POWERHOUSE
RECYCLING
220 Ryan Patrick Dr.
Salisbury, NC
\\\\\\%IIIIII//////
``.` .\\A CARP( �./,
\ �, ,
.* ,-1 ESS/0 " y "
=Q.r�: ;0j1 I�
�9•J,�%,, I NEgz''� S
//�/i�`/( L. KV01 �\`�'
//III111ll\\\
DRAWN BY: SLK
'HECKED BY: SLK
DATE: 8.28.20
PROJECT #: .
SHEET NUMBER
C3.0
OF: 7

742.00
3• j
44 LF 15" HDPE
02.207.
I NV.• 735.9 7
WATER QUALITY DESIGN IN 736.15
WQv = 13,616 CF
WQvcdj = 10,212 CF
POND VOLUMES
@ 741.5 = 5,488 CF
@ 742.0 = 12, 725 CF
A f REQ = 1,172 SF
Af Provided = 1,180 SF
TOP SAND 739.0
NOTES:
1. THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH A 6-INCH MIN PERFORATED
SCHEDULE 40 OR STRONGER PVC PIPE OR DOUBLE WALL HPDE PIPE. PERFORATIONS SHALL BE
PER AASHTO M278 FOR PVC PIPE. AASHTO M252 FOR DOUBLE WALL HDPE PIPE OR BE 3/8-
INCH IN DIAMETER SPACED 3-INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE
SPACED 90' APART. THE PIPES SHALL HAVE A MIN SLOPE ON 0.07 AND A MAXIMUM
SPACING OF 10' ON CENTER.
2. PLACE THE SAND -BASED, WASHED BERMUDA SOD DIRECTLY ON THE SAND MIXTURE.
3. DO NOT USE TOPSOIL ON TOP OF THE SAND MEDIA.
4. CLEANOUTS OF 6-INCH SOLID PVC MUST BE PROVIDED FOR EVERY 50 LINEAR FEET OF
UNDERDRAIN, AT ALL BENDS, AND ENDS OF THE SYSTEM FOR MAINTENANCE PURPOSES.
THE TOP OF THE CLEANOUTS SHOULD EXTEND 6 INCHES ABOVE THE TOP OF FILTER AND
HAVE WATERTIGHT, VANDAL -PROOF CAP. AT LEAST ONE CLEANOUT SHALL BE INSTALLED
AS AN EMERGENCY DRAIN THAT IS FLUSH WITH THE TOP OF THE FILTER AND HAVE A
6-INCH THREADED EXTENSION PIPE. THE FURTHEST CLEANOUT FROM THE OUTLET MUST
HAVE THE MINIMUM REQUIRED FILTER MINIMUM DEPTH.
SAND
NTS
EL = 742.00
EL = 735.95
I
1lei.
737.50
736.50
FILTER FABRIC AROUND UNDER DRAIN
& GRAVEL BED (ALL SIDES)
SCARIFY SUBGRADE TO 6-9" MIN &
LEAVE UNCOMPACTEO
12" OF 1157 WASHED STONE
6" DIA. SCH 40 PVC PERFORATED UNDERDRAIN
WRAPPED WITH FILTER FABRIC. PROVIDE 4" MIN.
COVER OVER PVC
54'
...............................
::..::.G" :uridciiralir:.. .............. _
..........
........................
!�ww'r'+ ... �.......... r'�:. .........................
.,.
:::.,r:::::.:: ::::::::::::.:.:.:.::::...................................... -::::.
::r:: .::' : :;
.....
�...rrr..-... .... ►:......:':
...... 77..... ... .....
1'::::::::::::.::::::::::::::::::::::: -. .
:... :::..............:. ..::::::.::
ti'..... 7
.t.rrr1�t�.....
SAND CHAMBER
FINER POND DETAIL
RISER DETAIL
REINFORCED CONCRETE NOTES NOTES
1. ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS,
(CLASS "A"), UNLESS NOTED OTHERWISE ON THE PLANS.
2. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN ACCORDANCE WITH
THE SHEAR KEY DETAILS ON THE PLANS.
3. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS AND SHALL CONFORM TO ASTM A615,
FOR BILLET STEEL.
4. LAP SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.
5. CONCRETE AIR CONTENT AND SLUMP SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.
6. ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON THE PLANS. HEATING
OF REINFORCING BARS TO BEND THEM, OR STRAIGHTEN THEM WILL NOT BE ALLOWED.
7. ALL WELDED FABRIC SHALL CONFORM TO ASTM A185, SMOOTH FABRIC WITH AN ASTM YIELD STRENGTH
OF 65,000 PSI.
NOTE: SPACE
5/16" EXPANSION JOINTS NON -SAG URETHANE JOINT
,I I` AT 50' (MAX.) EACH SEALANT (1/2"x1")
SILICONE SEAL WAYAND WHERE SLAB
TERMINATES AGAINST 3/4" THICK CORK OR
° SAWCUT TO 1/3 DEPTH A RIGID OBJECT. BITUMINOUS EXPANSION
OF SLAB WITHIN 12 HOURS N JOINT FILLER ALONG WALL
OF CONSTRUCTION. AND FOOTING `
i'M
9 METAL CAP (INSIDE
SPACE CONTRACTION JOINTS AT LUBRICATED)
15O.C. MAX. EACH WAY. 3/4"0 PLANE ROLLED STEEL DOWEL
18" LONG (MIN.) @ 12" O.C.
CONTRACTION JOINT DETAIL DOWELS ARE TO BE INSTALLED PARALLEL
TO BASE AND TO WALL AND SUITABLY
BRACED BEFORE POURING CONCRETE
EXPANSION JOINT DETAIL
CONCRETE PAVEMENT
fc= 4000 psi MIN.(28 DAYS) WWF 4"x4" W4xW4 (4 GA)
MIN. CONC. FLEXURAL STRENGHT = 650 PSI REINFORCING
SLUMP= 4" MAX. (SEE SITE PLAN FOR LOCATIO
CONCRETE PAVEMENT DETAILS
NOT TO SCALE
PRECAST, REINFORCED
3 TOP
►L
EL = 736.15
3.1
JUNCTION BOX
PAVEMENT CONSTRUCTION GENERAL NOTES
1. NCDOT 2006, SHALL MEAN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR HIGHWAY CONSTRUCTION, 2018 EDITION.
2. CRUSHED AGGREGATE BASE COURSE PLANT MIX SHALL BE PLACED IN ACCORDANCE WITH SECTION 520,
NCDOT 2018. ALL MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 1010. 100% COMPACTION REQUIRED.
3. PORTLAND CEMENT PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH SECTION 700, NCDOT 2012.
4. BITUMINOUS CONCRETE BINDER LAYER SHALL BE PLACED IN ACCORDANCE WITH SECTION 610, I-19.00,
NCDOT 2018.
5. BITUMINOUS CONCRETE BINDER WEARING SURFACE LAYER SHALL BE PLACED IN ACCORDANCE WITH SECTION
610, S-9.5C, NCDOT 2018.
6. THE SITE SHALL BE CLEARED AND ALL UNSUITABLE MATERIAL REMOVED PRIOR TO PLACING AND COMPACTING
EMBANKMENTS.
7. ALL SUB GRADES SHALL BE CLEARED AND GRUBBED, SCARIFIED TO A DEPTH OF 8" AND THEN RECOMPACTED
TO % OF THE MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE (ASTM - D6798).
8. IN ROCK EXCAVATION A MINIMUM OF 1 FOOT OF SOIL SHALL BE PLACED OVER ROCK PRIOR TO PLACEMENT
OF BASE MATERIAL.
9. CONCRETE WHEEL STOPS ARE TO BE PRECAST 2500 PSI MIN. COMPRESSIVE STRENGTH CONCRETE,
6"H x 9"W x 84"L. WHEEL STOPS ARE TO BE SECURELY ATTACHED TO PAVEMENT WITH A MINIMUM OF
2-5/8" x 24" GALV. STEEL DOWELS EMBEDDED IN WHEEL STOPS AT 1 /3 POINTS, AND FIRMLY BONDED TO
WHEEL STOP AND PAVEMENT.
10. PAVEMENT MARKING PAINT SHALL BE ALKYD -RESIN TYPE, READY -MIXED, COMPLYING WITH FS TT-P-115,
TYPE 1, AASHTO M-248, TYPE N, OR LATEX WATER -BASE EMULSION, READY -MIXED, COMPLYING WITH
FS TT-P-1952. APPLY PAVEMENT MARKING PAINT WITH MECHANICAL EQUIPMENT, PER MANUFACTURER'S
RECOMMENDATIONS TO PRODUCE PAVEMENT MARKINGS OF DIMENSIONS INDICATED ON THE PLANS WITH
UNIFORM STRAIGHT EDGES, AND A MINIMUM WET FILM THICKNESS OF 15 mils, (0.4mm).
PAVEMENT SECTION
PRECAST, REINFORCED
-LAT SLAB TOP
STANDARD
PANELS
------------------- ------
7�l�rl�Y .. .
1 2 3 4
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
100% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 95% PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
O168 LBS./S.Y. (2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, S-9.5C, NCDOT 2018
OF SPECIFICATIONS.
O2 168 LBS./S.Y. (1-1/2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, 1-19.00, NCDOT 2018
OF SPECIFICATIONS.
(D 0.04 - 0.08 GAL./S.Y TACK COAT AS REQ'D BY SPECS.
ALL MATERIALS ARE TO BE IN ACCORDANCE
WITH SECTION 605 OF THE NCDOT 2012 SPECIFICATIONS.
O6" LAYER OF CRUSHED AGGREGATE BASE COURSE PLANT MIXED
SHALL BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT
2018. ALL MATERIALS SHALL BE IN ACCORDANCE WITH SECTION
1010. 100% COMPACTION REQ'D.
PLAN
2.5"
BASE 8 WALL SECTION
SECTION B'-B'
3'
MOUND BACKFILL TO ALLOW
FOR SETTLEMENT
STORM DRAIN PIPE BEDDING
W1
D' V V z D'
HEADWALL
FRONT ELEVATION
WALL SECTION
SECTION A' -A'
I I
I I
I
T_T_�_F
-- T
T
>-
BASE
SECTION
SECTION D'-D'
NOTE: HEADWALLS OVER 30"
TO HAVE STEEL ON 6"
CENTERS EACH WAY
2" CLEARANCE TYR
J r
If
WING SECTION
SECTION C"-C"
COMPACTED SUBGRADE TO BE 95% STANDARD
PROCTOR TESTED OR UNDISTURBED SUBSOIL
SIDE
HEADWALL DIMENSIONS FOR METAL PIPE "
INSIDE DIAMETER
OF PIPE
W 1
W 2
H 1
H 2
L
E
WT
SQ.FT. IN
BASE AREA
15" & 18"
T-2"
4'-3"
1'4'
T-2"
1'-3"
1'-9"
1,550
7.34
*USE NEXT LARGER SIZE FOR CONCRETE PIPE
1) ALL CONCRETE SHALL BE 4000 P.S.I.
2) REINFORCEMENT STEEL SHALL BE 1/2" INTERMEDIATE GRADE.
3) CHAMFER ALL EXPOSED EDGES 3/4".
STONE AND FILTER MATERIAL: RIP RAP
VELOCITY
STONE SIZE
FILTER MATERIAL
6FT./SEC.
10-50 LBS. MIN.
1.5"
6 TO 8FT/SEC.
20-100 LBS.
3"
8 TO 1 OFT./SEC.
25-250 LBS.
4.5"
STONE OF DURABLE MATERIAL WEIGHING 150LBS/FT3
HW #1 HEADWALL DETAIL
!1IiI1��
KiNEN
FACE OF
EMENT
TRAVERSE EXPANSION JOINT IN SIDEWALK
(ONE REQUIRED EVERY 50')
5-0" MIN.
(EXCEPT WHERE NOTED)
v
44
°°/d e
4" - 3,000 PSI
CONCRETE (6" IN
TRAFFIC AREAS)
SIDEWALK DETAIL
COMPACTED
BACKFIELD
PIPE
AS REQUIRED TO
OSHA REQUIREMENTS
=D SOIL IN 12-INCH
0 85% STANDARD
DENSITY
THIS PORTION OF TRENCH
D HELD MECHANICAL TAMPERS
SELECT BACKFILL FROM
)N. WORK MATERIAL
'IPE.
the
dg! PIGLE
FIRM
ARCHITECTURE
110 N. MAIN ST. [e-mail]
SUITE 200 www.boglefirm.com
SALISBURY, NC 28144 704.638.2015
PUBLICATION OR REUSE OF THESE DRAWINGS OR
ANY INCLUDED DETAILS MUST BE WITH THE WRITTEN
CONSENT OF THE FIRM'S PRINCIPAL ARCHITECT.
CIVIL PLANS PEPARED BY:
KING ENGINEERING of CONCORD, RLLP
35 CHURCH STREETS., SUITE 107
000 000
CONCORD, NORTH CAROLINA28025
PHONE (825586
O Mailing Address:
Kingengineernc.com 401 Poteat Drive
Morganton, NC 28655
F-1438 [e-mail]
CONSTRUCTION
DETAILS
POWERHOUSE
RECYCLING
220 RYan Patrick Dr.
Salisbury, NC
�//
CARg4 //��
�, ,
=�,o� ESS /0�'19
yam: ;
;04 ,
L. K\N\���`��
DRAWN BY: SLK
'/HECKED BY- SLK
DATE: 8.28.20
PROJECT #:
SHEET NUMBER
C4.0
OF: 7

to Ryon
, /Patrick Dr
S-
-S -- S
--
477 001
PHILLIP E. ROSEMAN
LINDA H. ROSEMAN
DB 1298, PG 652
ZONE: CBI
(ROWAN COUNTY)
z
472 002
NORTH CARONA STATE HWY PWC
ZONE: HI PROPOSED SANITARY SEWER
Z
BY SALISBURY ROWAN U11U11ES
730- ----
---------------
\ � N 88.08'20" E 375.33'- � -
\ \\ g�s 76p_- � -
-- __-
-TI
IL� `\ \\ \\ \ s� \ N 88'10'33" E 404.08'- � 1 ---- --- __-�- _-
- -�
g S - S S S/S S ��S S \ _ `\ \\ N 88.09*31' E 404.82'- 11 D\ 1 \ / \ -_--- _ -_--\_--__---_--_ __---____ --
\ _ - �
\ \ \ \ `\_ \ ---___ ______
\-\
I - - \ \ \ \ \ \ \ EXISTING POND TO BE DRAINED PER THE FOLLOWING.- - - _ - _ _ - - - - - - -
``\ \\ -\ \\ \ \` \ \ \ \\ 11 \\ \\ \\ \\ \ \\ \\ \\ \\ \\ "I 11 \ \ `\ \\ `\ \ - --- \
i - _ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1. DRAIN NO MORE THAT 1 FOOT OF WATER PER DA Y. - - - - - - - -
\ \ `___ ` \ \ \ ` \ \ \ \ \ \ \ \ \ \ ------ ----_- ---- - -_ �\ I
\ \ \ \ \ \ \ \ \ \ \ \ ` RISE}R 19 \ ` \ \ \ 2. PUMP WATER FROM THE TOP OF THE POND DOWN TO -
` - \ \ \ 477 002 \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - \
\ \ \ \ \ \ \ \ \ \ TOP: SO0 \ \ \ \ PREVENT PUMPING OUT A LOT OF SEDIMENT. - _ _ - - \
11
_ - _ _ -/ \ \ - - _ _ _ \ \ POWERHOUSE RECYCLING INC \ \ \ \ \ \ \ \ INV 6" ERDRAIN: 7'3 .15 \ \ \ \ _ - - - - \ - - - - - - - `\-\ / \ _ \ \ DB 1242, PG 348 \ \ \ \ `\ \ \ `\ \ \ \INV OU3,5.97 `\ \ \ \ \ J. PREVENT SCOURING THE WETLANDS BY DRAINING TOO - - - - -' `- _ _ - - _ _ _ - \ - - _ - - - `\
\ / \ -I 1 \ 24.62 ACRES \ ` \ \ ` \ \ \ \ MUCH WA TER TOO QUICKL Y THROUGH THE AREA. - - \ - - - _ - _ - - - - - - - - \ `\
ZONE: L 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - - - \ \ �s
\ / I I 1 \\ \\ `\ \\ 11 ` ` ` \ ` f----, ` \\ \` \ \\ ` \ 4. DRAIN THE POND AS LOW AS POSSIBLE BEFORE -------------- �� ` -- ` �` o TEMPORARY \ / I I \ \ \ \ \ � --- -_ \ -_ \ --_ - \
11
SKIMMER BASIN #1 / I I \ \\ 11 \ \ \ \ \ / //� / /--___---_____ \ \ \ \ \ \ BREACHING THE DAM. \
/ \ / I I l \ ` I 1 ` \\ \ \ \ /, / / / �// ---__--\\ \ ` \ ` - ---- -� `\ \ -- - `\
BTM : 724 - (20 X\ 48) / 1 \ I 1 / / / -I,.:,;,
/ / / / - 5. THE BREACH OF THE DAM SHOULD BE AS WIDE AS _ _ - _ _ \ \
I 1 \ \ I I \ \ \ /i / /��=�----___- ___ ----- \ \ \ \ \ \ \ \ 1 \
11
T�P: 727 - (32 > 60) / I \ I I 1 \ \ \ ///// /---__----_____ _ \ \ \ POSSIBLE TO PREVENT HOLDING BACK ANY WATERS IN - \-� \ \ 1 \\ \ \
I I I I \ \ I I \ I \ \ / / / // /1> / / ; \\\ \ `\ \ \ \ THE SIDES OF THE PREVIOUS DAM AREA. _ _ _ _ _ _ - - \ \ \ \ - - \ `\ `\
i I I LIMITS OF 1 I I I \ I I / / / „i >s�C - `3=-::: \\ \ \\ \ - -----'ll " -\ \\_ \ \ I / \\ \ \
/ \ I II 4 i (/ ,,�� - - � \ - \ \ \
1 \ / DISTURBANCE I 1 1 1 \ I / , I I /// �'�---=- - - --'� - �_.� \ \ \ `\ \ ` ( `\ ` \
\ 1.5" 'Faircloth� \ l 1 ` I \ 1 \ I % I I ll _ __---- \\ \\
\ Skimmer w/ t- \ / 8.71 ACRES \\ \ \\ \ I \ I♦♦I \ ��\\ \ \\ 11 ___11
---------- �/ ' ---- \ '�\ \\ ` \� \\
I / 1" dia orifice - \ / I \ \ \ \ 1+-----\-- \ - \ \ \ ----__ \ \ ` \\ \\ ^ \ I I
\ \ \� \ �\ \ _ - \ \ \ �- \ \
/ Outlet protection \ \ / \ \ I - \ �\ \ - -
1 La = 4, W = 2' \ \\ C L v�E�l�c ®1.0� ___-- --- // I \
11 \ / \ \ 1 w = 6' \ / /i / \ \ \ \ / 11
I \ \ l \ \ \ T= 12" l I I 738 \ \ \ w/3:1 SIDESLOPES---- / __ --- -- \ \\ \ \ -- `\ // \ \
/ \ 1 \ \ \ 1 \ FES 18 739 -\ - > : \ - NAG C 125 DITCH LINER / _ _ - - - - \ \ - \ / I / \ I
\ / - --- \ \ - \ I \
I I l _ \ \ \ \ \ \ iNv.• 735.0 l I I \ - '�.., \ \ _ _ � \ - \ \ \ \ - \ \ \ \
EMS: 5' wide \\ I ♦ r---- --- \ \ \ 1 q / / / 741 740 \ ti. \ -_ / -- \ \ \ - \ / \ I
/-4\ I ♦ l &V-__ 1 Ld.= 8' ll 742 - - - - \
/ I l LINED w/ 12» I ~ \ 1 < �� ,- \ \ \\ \\ 6' \ l I 744 .743 \ �:.... \ ---/ ---- ---- \ \ ` \-- - - -\ \
EL 726.0 ( _ \ l ♦ \ \ \ \ \ \ \ \ \ \ \ I / \11
/ I \ l THICK RIP -RAP ` \ ♦ - \ \G _\ \ it I 1 7" IIII I \ \ \ \ \ \ - \� - - - - - - \ ` \ - I \ I
/ I /� `�. -.-, `\ \\ \ -\ �--���� _ 1 4 LF 15 k1DPE 1 /11 l 1 742 743 \ , \\ --\\\\�` --// --- - \\\ `- `\- -\- -- \ -- INV. .89 1
I I _ - \ \ 1 \ _' ®2.2oq\ I/IIIII I \ 741 ` `\ .:;.... \ \\� / -` `_ --__ _ \ 1\_.,�
I
-'� - / \ - \ \ \ \ \ \ 1 \ \ \
\ / I / I F \ \ j111111�I I =_ _ 73s 740 \\ \ \\� _---�' ----- - \ / / 1 \ _----_\ �,`��''' \\
/zz�= --\ 1 - TEM1'' DIVERS N \ \� I/ I lI �__ __ - � \ \\� _ _ - \\ / I -_-� �is'� SS
__- - . - _ i 1 i DITChI I \ ` \� 1111111� I� `___ ___ __ - ` \ ` ` \ .. \ \ \ / \ 'i,IN \
- -\\ \ - ) / l 1 _ \ \ "''a:. \- \ / \ \ I / l \ - - __r _ 751154 --
--4-- ­"-\,', \\ ---- � // �`\ / / /' -- \ l \ \ \ /1 IIIII /I \ -� 3s' \ \\ �\ �\ \ �_--- / 1 r��,= ` -
> - 1?' I \ \ \ /1111111 111 -a - �\ - ` ::.`\ - ` - =--__- ` I / __ _ I 1 N /\
72s \\ --- l 1 ` \ \ \ ` III 1 IIIII \ -- - %-- . \ -_ ------ _ ` l I \_ _ /;- %\ ' / -- 477 003
I ^-`\ \� // - iTYP) h // \ \ \ \// 11 1/ I n - - -� - - \ \ \ - - �► _ \ ---- _�,__-- \ 1 I \ / UFP ATLANTIC DIVISION LLC
\ )// / / ��- _ _ / \ \ \ 11111111 1 111 \ - \ - _ _ \ DB 1239, PG 678
I I III 1 \ - - 739 _ -'" _ _G� \ \ I I /
I I/// / / // %* - _ 1 -_-- \\ \ III IIII/ \ ---- - _ _i - - � ZONE u
I
\\ I J / ._ - - _ 1 / / \ I 1 I I 1111 I / - 741 \ \ \ ......:: :......... ,.:... '. `'" f i \ 1 , ( /
I- 11 j 11 - �.
' \\\/ / n - /�_ - \ // // /--------- I I 111111111 I III _L > --- > _>- > \ 742 743 _ _11r/ / /
/�\ \ / / - %_______ -- ---//_ / 1 11111111111I111 I -\ `�\\\\` \ \\ ` \\ - �.o0o `\\ / // /// / / //
S�\\1 // \ -/ 1 - - l / /i - - _ ---- - _ _ / / 111j1111111 �1�111 i 2.5" "Foirc�th" \ \ \ \\,- , \ \ \ `�\ \ - �,
�- _��� r.o \\\ \� /// // // // // /_\ /'
// \ `_ BafAe ----- '//%=-- ___ / / Skimmer w Baff12- \ \ _
n// � �1( Ys - ��'��'\�\ Ct1P) /'/, n \\\ -- -'�;, n// i= === _ - 11
_-__// /�11111111111111 \\ 2.0» dia oritrce �t�� \ \\ \ \ \\\- -- --_- _----_ ----J------- 1 ` -\ /-'/ \\ /� ' /' /'/ /// / / // J /
/� r �C \/ r� \- 1 /// ///r/ __________________ = � =___= ��� j11111111111/ \ \\ `\ \\\ �� I < / / 1 /// // ' // // ,/ / '
- ( /// / r_-=_____------------- __ - /w - / /
/�// /��\�\ S I --- - ___ //' J/ii�,//�/i//�- /_________ ______ _ _=__=- =_' 11111111111 \,,--_ TEMPORARY `\ \ 1 \\- _'' I / / /F -/ < -/- / / � , / /' ' / -\ /
/ // \\\ .� _� IIII ( /// / - =--=-- �I I 1 - / -__ - \ / / / / / / / /' /
/l�l /i `\\� S 1 --' //lilll/Il/1I/ , ______�\ llll/11111 SRI1vIibI�R g�IN2 `� I / r-_'-------____- `\ \ TEMP DIVERSION / / ,' / ,' �/ / ' �/ ' '
/ I � / / _ _ �\ / I - 1 / ---- - \ \ / / / / /, / � // _/ // // //
/ / /// \\\ s 1 -
/ //// // //// / __ - \ \ / //�l I BTM: 739 I 1 \ / / / / / / ,_' / /
1 / - \ / DITCH / / / /
/ / \\ \I ---- // / / / I- / ----- \\\\/// ! /---\_-__ I I / / `-- - \ \\ \\ _ / / / / / nl r/ // /// // / // /'
1 l j/� \ \-, 1s / / /1111Il1//l , // / -- \ \\ /( /// TOP: 744 1 I I /I/ ` i / , , / / / /
/ / _ / I\ -------- - / / / I / / / / / / __�
o
I 1 \\\ / � -1----/ ///////// / / �/ , llllll/////I/ \III Il/ - \ \ \ \ / r / / / / / /
\\ g ► / // / //// / I /// 1 I --- \ \ \ // // // / I / / / / 1 / / ,' / / /' /' // �`11 cn
I I// \\\ / /�C , // / / / I III/ // 1 \ \l
I \\\\ s f, // / //// 1 11 II /// I NOTE: \\ \ - \ \ \ / / / / / 1 / / / / / / / /
l l I l \\\ / / r/ ////i / --/ ! /' III 11 /llllll TEMPORARY BASN 2 TO BE \\\\\\ \\ /----------- ` \-. - J� // ' I I I / / / / / / // / /
1 1� I I \ \\\ ! / ��_� / / /// // // I� I / I l /// # \\\ --- --� \` \\ / /' l I / / / / / / /' /' // // /' 11 N
/ / I / / 11 1 /ll \ \ / / / / - /
! ij i \1� \\ `�\`(/ // ` ///// I/ // I // Iliili/Ilijil CONVERTED TO PERMANENT \\�\y\1 1 / / / / /_____ \ \ \\ -`\ \`- ,\`\ // / I l I / / I / n I I/ // // // / ' ' // /w\ I \\\ / 1 / / I I/ I / / , / m
I/ I I L�-- _-_-- 1'-'��\� in �� ///!//%//j // / j/// 1t llllll SAND FILTER BMP 111 11\ _- `------- `�`1 / / / I 1 I / I / I/ / / / / , / // __/
it I I '-_----- '--_' �\` ,' � � // , S/ il�//I /-- / j1/II IIIII/ I11 (II / \\--_- -4 \\\II / // / / I I / / / F / / // // / /' / /'^ �
I 1 I /(/ /-_______ -/ "/ I /'�/ /� / / /I /\� / /'/ 111/ �l ll I I % , / �_+ I // \ \ I / / / / // // / /
II / 1( - _ /� / s /////1s\ ' /I// / / / /
/ 1'I // I / / /r_ ' �`� IIII / ' / \ I / / / / / / ,/ /' // o\
I 1 I / )// / Irv. 73ti.8S _-- -- � // , / // /) 11 S I // / //I/////// III // // \ 11111 I / / / / I / / 1 / / / // / /' / / / 1 i
f I I l/l/I �"�r-- _--__ _----� __/',/u�*// // \/ / ill 111 I I / / / / / / 1 / / / / / //
/ / s I // / / TEMP SILT FENCE I / 11 IIIII 1 / / / / / / / /n l / / / / ' / ,' // // /
It / /j / /// / P\r=----_-__,--- ____-- //'/ ' I /' �s / /' // l t/�l l TYP I l II f 11111 I / / / / / I / / I / / / / / / /
l / / // / /// //"/ N- =__ \- - - ' /), I / \ / / ///ll llll/ ( III/ / IIIII l / !/ // /' / / / / / I / / / / / I / / / /--
/ ////
//////// lhl' -_:E \\- =\�, _ _=_\Z// ♦ / / S I / 1/111 /Ill 1111111 - Ar O II111 \ I / / / / / / / / I/ / I / I/ l // / 11 �s�s/
__ __ � ' \�� \ / / ///�/// al I I / / / / / / / /
// / / W-// _ - _
////// ///1 -�`\ __ \� \� _�__ s Illllllll /111 II/ IIIII \ 1 / / / / / / / / i / I I / / / �s�/� /
I i/�///// /////�Y�// -___- - \'' 1 _-��s /' /ll/ ll IIII \ / / , / / / I / / ( / I / / �S__ / /'
I Ii/ / �, ,/ ,//� / __ \ / I/ // /I _.74$'' \\ /\/ 11/ III \ \ X IIIII \ 1 / / / / / / / / / / / � S / s / / /
/ / ,�^f! / / 1 ...... ............... s ___ /Il I!/ \ / It/ I 1 I / / / / // / I / /AI / / 1 / �s�s / / / /
/ ^� //1✓/ / r. /// (( / I 11 \ III 1 / / / / / I / I �s / / / / /
/ / rw / 11 1 . t. -11 S ` 1 \\( �// / / III Ill 1 /X 11111 I I / / / / /I / / // I / -I I s
1 / I �s l / / i / /
I o'/,(1�,/ -/ /' I �s INV. 74zi \\`�/� • / `\ / 1/1 /11 I / } IIII 1 1 1 ( // / // /// / / / / I /s�s�s / I
/ \� r „ -
�i//1i : '/.Z. // I - - - - - - - - a _-
__.- ........................ 's `\ /' III//1 k3 \\ / / II111-- I 1 I I f, / 1 /' //' // / s-l�s"1�s / / / 1
/ /' ` / / - /.. \ / I / / / III - - I / I s -I_ I / l I
// ,.. I /-- / ll / - ) I I I / I
I f 111 . / . ; /' 1 /' ..... S ,. --1 / I / /I//// / /' III--- �1 I 1 I / /' � S_ sS I I I I / /
l 1 i1 .Y . / /;:.........................................................+ \ I I llllll ' / / - ' \ I �- - - - �\ \ / I I I s s � s -� / / I / n I / /
_ ............. ......-.......... / S Relocate 1 l llllll / X \ \- - - - �-\ -t-t s\ - - - \ / / / I / / /
l l ii \ / . ,'1 t r.-..........................1.`.:� �: �R4 Existing I / llllll / \ / s ��`S\ \ I \ \ / / 1 1 / /
/''_,/' -+�.. s -P Hydrant 1/ I/II / \ S,�� -- \ \ 1 \ \ -\ I I ( / I I I
I l ii \ / /' I / / y........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... � oo y v / / / / , - - \ � S '\ / \ \ \ \ - ) I I / I
U) l 11 \ % I / I /':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... S * GR: 747.88 / l ll / / s � S`- / - - - \ \ \ \ 1 I I ( 1 / I
�1 .r ' I ' ...+e............................................ ..... ............................ � S ``���:. INV IN: 747.97 11 I / II ( S �� S -� S // \ \\ \ \ \ / / / / I I / /' / / /
I u \ / �............ Gravel. _
I 1� a / J�............................................................................................ INV our.�74277 47.95 lI 1/11 s� ( l\\\\\\ �- /I l / I l 1 I / �1 / / /
11 ................................................................................ .....................
I
11 1�- s 11/ \ /> \\ \ / / l I I l I /
1 - `. � / 1
I I ii I / /. 1�.........\ s��s // 1/II ` _/ / / / \�\\\\\ // / / / I I / / 11 / I / /
11 1 //........................................................................................................................+ �- \ / II \ \ - - - - ' / 1 / '- \\\\ \ / / _ _ l ) I l I I l /
11 I - -................................................................................................ \ \ / / / / \ \\ // - - - / l l I I
/ 11 \
I
/ _ /
\ \
��.
\\ ' / / / \\ \\\ /��- -_-- __ _ _� I l 1 J 1 / l l / / 1 /
NV.• 745.43 / / /
/
1_____---- \
---_______-- \
. ..
'.
\
{ _ _--- _-�_----- -� / / / / / / /
....... - / / / / / \� \- I 1 -\ ( / / I / /
GR: 742.26--______---
---_� -- `
I'
\ II
FFE - 749.69 1
{ -_-__ __-- - ---�
..... _l /-\__ _- _/ / / / / - -- -_---- ------ J I ---_-I I , / / / // / / / / / /
/ ti ---- / - / / / / / /
---
- ,.
II
_--- --- ti� l / /
``�C....^_.....\�{ ..' / / / / / / /
,.
__ --__- _.
=cam /•
` \ I
' -1--------------- i _/-r---�
_/ /
A '�.. .. \........ r - - - _ /
..(...... .I ................ / / /
-----------=----------
i -
II /
{{...... - / / /
./............... ......... \ / / /
• - . '� ; + ..1, I\ II �.. ':............... /. /' /' -__-' /\ \ (' 1 (/ l/ /' // // // / I i i / //
FFE - 749.67
I II ,.` ,+� . / ..... / /- nl I ,
r5/.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.................'.'.............................' / 1 / /
7- r - 74.5.8 I 1 I i I / / GR: ` \ \ I / / / / / / / / ,
. II I 1 .../.. I. / _� I / /
' .C©ncrete - ,. - . \ I 1 I / \ I / 754.07 --- \ I 1 I / / / / / / / / / / /
I 11 ...1 IL-/ /. 1. I / _ \ / / / /
/ I /............. .I - \ I I / / / / / /
. . I / I 1 I . ,. ............../ ..I........................... , I / \ \ 1 I I I / / / / / / . /
INvou� 7 31 �' I 1: \: / 1:::I 'IIIIII'II -\_ '\ --- - -- , / /-
/ .........1.. I / I I I I I I I I I 111 // -- `-- - /
II I - - /
`\// , ' 1. .............. ................... / l.:: jll I I I I I I I j I III I / r --- ---- ��
�'_ ._;. . j: j.-*-*'*'*'I'*'*'*'*'*'*'*'*'*'*'*'*'*'* ...........I..::Ij11IIIIII jII // \-------`-_-_- ------
\' Existing 1................ /.........................Y ......................../..... I I I I I I I III -\ - 477 073
, G°onFrete - " Building I - GUARDIAN LEASING INC
9 . J.............../..........................I......................./..... IIIIIIII I11 _
858,
f................j.......................... t ........../...... IIII IIII 1 11 / - DB ZONE. LI875
• 1.................I...........Gra.t!e(.'.'.'...../....................... / ....... III 1 I I I I I I I � /--
, .....I.................I......................../.......................*.'.'.'.'.'.'.'.' III III / - - -
,......... I II1111 --
/. { / 111111111I111 GENERAL NOTES
I i 1 / III1111 1I1, /
...................I..................... I I /
- . , '� -�. .. I: I. ..1: ............... I I I I I I I I IIII / 1. PROJECT IS LOCATED WITHIN THE YADKIN PEE-DEE RIVER BASIN.
(/ ) . 1 L I ...E IIII II IIIII I11 2. PROJECT LOCATED WITHIN FLOOD ZONE „X (MINIMAL RISK) PER
I G . 4s.72 /.'.'.'.i....................I.................../ ..................! ................. 1 I I 111 1 _ - - -
/ I:::: / 1 IIIII IIII II FEMA PANEL 37105638 00 J EFFECTIVE DATE: JUNE 16, 2009 &
�, _ 6................. I I IIII 111 I -
1 7 /' 1. �. j:: l: 111IIIII 111I/ // FEMA PANEL 37105648 00 J EFFECTIVE DATE: JUNE 6, 2009.
---- f IIIIIII IIIII / 3. SUBJECT PROPERTY IS NOT LOCATED WITHIN A PROTECTED WATERSHED AREA.
I 9----/
Existing CATCH BASIN i................................../ I.::::::::::: IIIIIIIIIIIII / --770 4. RECEIVING WATER COURSE: GRANTS CREEK, CLASS C, INDEX 12-110.
...I ................/.... f. . I I 1111 / 5. LATITUDE: 35.6189'
Building PROTECTION i. I IIII I I ,
() ................/::::. 1:......................1: I I I I I I I, I I I I I/ , LONGITUDE:-80.5485'
TYP f. ................................i................... .
****/************************* :.:.:1.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:{:::::::::::::::::.:.:.:.:(:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::::: Ij I I I I I I I I I I I i // 6. SOIL TYPES: "EnB" Enon; „MeC2" Mecklenburg clay loam
...... I I
I ............... /............ 1.. 1.................../. 11/IIIIIIIIIIIII / _ - 7. LAND DISTURBANCE: 8.7 ACRES
7$p_ - 1 1:
_ /' �\ TEMP SILT 1:::::::::::::::.....................I.....................1:::::::::::::::::r.: /y I / I I li I 1 I I ► I I / 8. CONTACT CONCERNING EROSION CONTROL ISSUES ON SITE: SAM KING, JR.
1 I \ \� /' \ FENCE .... I .....:.............. i / / / I IIII 1 I1 1 / I I \ /' 828-403-5586, sam®kingengineernc.com
\ / .. 1.. /....................../. ............ III II I III 11 1 9. A RAIN GUAGE MUST BE ON SITE THAT IS READ AND RECORDED DAILY. THE
I ~-` \\ -- R:1749.60 \ �...............1.::::::::::::::::::.......................Y................. IIII IIII/Ill/ I� I // EROSION AND SEDIMENT MEASURES ARE TO BE REGULARLY INSPECTED BY THE
LEGEND `\ \ / / f / 1 I II1I 111 I / /
I - - I 74A72 / / / / IIII 1 III I1 / r CONTRACTOR OR A QUALIFIED REPRESENTATIVE TO THE OWNER, AFTER EACH
\ 1
1 `-__-------- I / :. /. /. ./ /...... i1111111 11111 11/ 0.25" RAIN (WITHIN 24 HRS) OR MONTHLY.
�� 73�02 " --- \ I ! �: . �. ��// 1/ I 1 I IIII IIII /.�:. /� 10. ANY BORROW OR WASTE SITES USED FOR THIS PROJECT MUST BE APPROVED
1 - - - - - - - - s Ex/st/n \ ........................,...............1....................... , .......... / / / I II
RIGHT OF WAY w 393 /F1ycfLan� \ / -- %�7� /, j/// I/III IIII / . BY THE INC DEPARTMENT OF ENVIRONMENTAL QUALITY, (NCDEQ).
30 / ___- / ��........................../. �................_ -- __-_ -_ // I
N90°00'00"E ' _ \ _ " �-• -- --- ----- --- -� _ -_/// / // / / 11. NO CONCRETE WASHOUT PROPOSED FOR THIS PROJECT.
PROPERTY LINE - ` \ ---- --------------- =-�--= �_ _ _-- ,'_=�- //, / / ,/............
_ \ _ - --- -- _- ' -�_- __ _ _- _- t%///,'/ �// / / 12. RISER 19 DESIGN TO 10-YEAR STORM EVENT.
-,.._ _..._ _._u_..._.__...- OVERHEAD UTILITY c2 - --------,--_---'-_-_-_--___-___-____-_=_==-f%=== _ - / / // a,
\ �,////
_\ /.' .'.'.'.'.'.'.'.'.'.'.'.'.�)..
477080 GR: ----------- -� /_--- ---- _-- _:�_ - '4-'_- _ _ -i�� /... w
.CrEXISTING UTILITY POLE PYROTEK INC 752.66 /,%i_, --- - ---- __:�_ -
- _- -_ - ,- -_ ; ....... PROJECT NARRATIVE
TEMPORARY SILT FENCE ZONE: L1 /- - - _--_ ____----_''r _-- r ... .. ...:::::::::::
/ ,/11 - /-# % / N THE SEDIMENTATION AND EROSION CONTROL PLAN IS FOR THE PREVENTION OF ON -SITE EROSION AND OFF-
/.......... T
' / �. / /............... / ' SITE SEDIMENTATION DUE TO GRADING OF A NEW 102 500 SF industrial BUILDING GRADING OF A 50 000 SF
TEMPORARY DIVERSION DITCH G . / / _ , . . a: /..........%.............
753.96 / / / / / / / I .................... / ................./............................./......../............/..........'' w
�/ ( 0 1 I / .../ / / ! I /................ / / // BUILDING, GRADING AND PAVING OF A NEW PARKING LOT AND GRADING AND PAVING OF AN EXISING GRAVEL
RYAN PATRICK DRIVE . tele \ a I {.......... (......... \... I Grovel/ / /, PARKING LOT. THE SITE IS LOCATED AT 220 RYAN PATRICK DRIVE, CITY OF SALISBURY, NORTH CAROLINA.
...........
II........ .. /......... ..
■�.���...�.��■ CLEARING LIMITS ' box // / I.........1.......... /. ........�........
50 Public R
I / \ \ I I. I.......... I 1: j. ./ .........�::: APPROXIMATELY 8.7 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE EXISTING POND AT THE REAR OF
/ // / / L........L....... / THE EXISTING BUILDING IS TO BE DRAINED PER THE REFERENCED INSTRUCTIONS PRIOR TO ANY OTHER LAND
TEMPORARY STOCK PILE AREA / / // / I - I ( I I / / / / ' DISTURBANCE. EROSION AND SEDIMENT FOR THE PROJECT WILL BE CONTAINED WITHIN THE TEMPORARY SKIMMER
/ I // -/ / / `` \ ` \ 1\ \ \ \ / / / / BASINS AS SHOWN. UPON STABILIZATION OF THE PROJECT SITE, TEMPORARY SKIMMER BASIN 2 WILL BE
I --- / / \ \ \\ \ \ \ \ / / / #
TEMORARY CONSTRUCTION ENTRANCE
0 INLET PROTECTION
40 0 20 40 80
1 inch = 40 ft.
160
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
CHL
CHB
C1
50.00'
99'44 34"
87.04'
76.46'
N 39'48'15" W
C2
50.00'
73'42 05»
64.32'
59.97'
S 53'1729" W
NPDES GENERAL STORMWATER PERMIT
GROUND STABILIZATION CRITERIA
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME
EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES AND SLOPES
HIGH QUALITY WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10 FEET OR LESS
SLOPES STEEPER THAN 3:1
7 DAYS
IN LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
AND HOW ZONES)
/ / / // / � \, . \ \ \ `\ \ / / CONVERTED TO A STORM WATER SAND FILTER. ONCE THE STORM DRAIN PIPE SYSTEMS ARE INSTALLED AND THE
/1 / /' // _// / es �o \ // BUILDING PAD STABILIZED, HARDWARE CLOTH AND GRAVEL INLET PROTECTION WILL BE INSTALLED AROUND
^4"I ' / ,' __-' / DRAINAGE STRUCTURES. ONCE THE GRATES ARE INSTALLED, "SILT-SAK" INLET PROTECTION WILL BE USED.
/ // ADDITIONAL EROSION CONTROL MEASURES INCLUDE TEMPORARY SILT FENCE, DIVERSIONS AND STONE APRONS.
760/ N 7g 5545»
W 479.0.4 C`C)NSTRI IC`TIC)N SFnt IFNrF - PHASF 1
1.
OBTAIN ALL NECESSARY PERMITS.
2.
CONDUCT PRE -CONSTRUCTION CONFERENCE PRIOR TO ANY LAND DISTURBANCE ACTIVITY.
477 075
PYROTEK INC
NOTIFY ROWAN COUNTY EROSION CONTROL INSPECTOR.
DB 1257, PG 856 3.
DRAIN EXISTING POND AND BREECH DAM.
ZONE: L1 4.
ESTABLISH CLEARING LIMITS.
5.
CONSTRUCT TEMPORARY DIVERSION BERM TO DIVERT UN -DISTURBED RUNOFF, WHILE MAINTAING
\
MAINTAINING POSITIVE DRAINAGE.
\
\ 6.
CONSTRUCT VEE DITCH THROUGH EXISTING POND. STABILIZED VEE DITCH WTH NAD C 125
\
DITCH LINER AND STONE APRON AS SHOWN..
\ 7.
INSTALL TEMPORARY SKIMMER BASIN #1 WITH TEMPORARY DIVERSIONS, SILT FENCE AND BAFFLES
\
AS SHOWN. STABILIZE DOWNSTREAM SLOPE OF BASIN.
\ 8.
INSTALL TEMPORARY SKIMMER BASIN #2 WITH TEMPORARY DIVERSIONS AND BAFFLES AS SHOWN.
9.
INSTALL TEMPORARY SILT FENCE AROUND CHANNEL FROM EXISTING 24"PIPE AS SHOWN.
10.
INSTALL TEMPORARY "SILT-SAK" INLET PROTECTION AROUND EXISTING DROP INLETS AS SHOWN.
11.
BEGIN CLEAR, GRUBBING AND GRADING OF SITE.
the
1! P, G L E
��� r
, FIRM
ARCHITECTURE
1 10 N. MAIN ST. [e-mail]
SUITE 200 www.boglefirm.com
SALISBURY, NC 28144 704.638.2015
PUBLICATION OR REUSE OF THESE DRAWINGS OR
ANY INCLUDED DETAILS MUST BE WITH THE WRITTEN
CONSENT OF THE FIRM'S PRINCIPAL ARCHITECT.
CIVIL PLANS PEPARED BY:
KING ENGINEERING of CONCORD, RLLP
35 CHURCH STREETS., SUITE 107
000 000 CONCORD, NORTH CAROLINA28025
PHONE (828) 403 - 5586
O Mailing Address:
Kingengineernc.com 401 Poteat Drive
Morganton, NC 28655
F-1438 [e-mail]
EROSION
CONTROL
PLAN PHASE 1
POWERHOUSE
RECYCLING
220 Ryan Patrick Dr.
Salisbury, NC
DRAWN BY: SLK SHEET NUMBER
'HECKED BY: SLK C5.0
DATE: 827.20
PROJECT #: . OF: 7

to Ryon
, /Patrick Dr
477 001
PHILLIP E. ROSEMAN
LINDA H. ROSEMAN
DB 1298, PG 652
ZONE. CBI
(ROWAN COUNTY)
472 002
NORTH CAROLINA STATE HWY PWC
ZONE. HI
477 002
POWERHOUSE RECYCLING INC
OB 1242, PG 348
24.62 ACRES
ZONE. L1
\
73p- ----
- - - - - - - - - - - - - - -
\ 5--__ N 88'08'20" E 375.33'- AIIIIIIIIIIIIIIIIIIIIIIIIIIIII­L � -
_ _ _
\ s,760_ -
I'L� ` \ \\ \ s � .-
\ \ N 88'10'33" E 404.08'- � I - ` _ - - _ - _ _ \ _ _ - - �\
/ / \ s�--\ \\ - - - _ _11
g S S S s/S S ��S S \\ \\ N 88*09*31' E 404.82'- R \ °\11 1 \ / \ \_--- -_\\\_11 - -_-----__-__ _ -__ --_-_�-- _-
/ _ \ \ \ \ \ \ 1 \ _\ - - - \
-- - - \ \ \ \ \ \ \ \ \ \ 1 \
\ _-- \ \ \\ \ \ \ \\ \ \\ \\ \\ \\ \\ \\ \ \
-� \� \ 3S �\ \ \ \ \ \ \\ \ \\ \ \ \ \ \
- `\ -\\ \\\\---_ \\ \\ \\ \ ` \\ \\ \\\ \11 \\ \\ \ 11 \\ \\\ \\ \\ \\ \\ \\ \\ 11 \\ \\\ \\ \\ \\\ \
\ \\ \- \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \
i \ --_- \\ --\ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ RISE18 19 \ \\ \\ \ \ \ \N
\\\ \___ \ \ \\ \\ \\ \\ \\ \ \\ \ \ \ \ \\ \ TOP: 00 \ \ \ \ \ \
/ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ INV 6" ERDRAIN:7�f�15 \ \ \ \ \
I ---\\ , \_ -� ) , \\ \\ \\ \\ \\ \\\ \\ \\ \\ \\ \\ \\ \1\V OUT. 3�\7 \ \\ \\ \\ \\ \\
/ ) I I \ \ \\ \\ \ \ \ \ \ \ \ ----, \ \\ \ \ \ \ \
\TEMPORARY \ / I I I \ \\ \ \ \ \ \ ,- / � ---- ___-- � \ \ \ \ \
//+- \SKIMMER BASIN #1 / I I \ �\ \\ \\ \ \\ \\ \\ \\ i/'/ %/ice _-___- ______\ \ \ \\ \\ \
/ BTM: 724' - (20' M\ 48') / \\ \\ I \`\ \\ \\ \\ \�/// _----- _ ------ \\\ \\\ \\\ \\
T�P: 727' - (32' > 60') / I i I \\ I I 1 \ \\ \\ \\ ////il>"�7-` - ________________ _ \ \\ \ \
/ \ \ \ / // / / � ---_ -\-- \ \ \
1 / / I l 1 I l \ 1 //// /�==--- - \ \ \
I I I 1 7 I I 1 1 I I s� - - J< \ \
- _ - - -
_ - \ \
--' \---_----- \. -- _____ 11 \.
11
-------------- \\\ --_\ \\ --I -�\ \
/ \ I I I \ I �'i /i=Z \ -� i \ fir- \ \ \ �\ -___- ^'��-----------------\\\\�\ \\ \\\\ \--I i \\\\ \ vim\ \\\
1 \ / I \ I I \ 1 I lyl / , �\`---=----�'e �� \\ \ \ \\ \ /' - \ \ t \ \\ \
\ 1.5" 'Faircloth/ \ I I I I I. 1 \ \ I yl - - - - \ \ \-_ ------ \ \\ \\ \\ \\
\ Skimmer w/l \ I I \\ \ \ 1 I \ 1��1 / - )¢ ♦♦♦\ \\ \\ \\--_----____�/ �� ------___�^\ \ \ \ \ \ \
I l 1" dio orifice -- \ I I \ \ \ �-----I \ A / \ \ \ / ___-_- - \ \ \ -
\ \ I - 738 739 - -- gS♦\ \ \ \ / /'-- -- \ \ \ - c_ n \
/ Outlet protection \ / I \ \ \ " - - 737 - \ ♦\ \ - _ / / - - - - \ \ - \ / \
\ ISLOPES
SIDE \ I La = 281 _.._ . -1. . - _ \ \ \
l Lo = 4', W = 2' -\ I \ \ \-�.-..-.._ - - - - - ♦-\ \ __-- / \ \ \ / I / \ \
\/ \ l W = 6' 736 _ .. \ - \ \ C/L VIE -&ITCH 1.0� / _ _ _ - _ \ \ \ - - ' \ / -
i' T = 6" \\\ ) I \\ \\ \\ \\ \\T= 12" ' \ II 1 739738 737 -- -�- \\ ---- - --l3:1 SIDE SLOPE$ /' -_- ------ --\ \\ \\ \\ ---\ \-\ /'// I \ \-\ I
I \ \ \ \ I \ I I/ \ ___ _-/ - \ \ \ - \ \ \ / \
l EMS: 5' wide \\ I r�r1--- ---\ \ \ \ \ \ FES 18 1 / / 741 - - \ \\ \\ \ --_- -- ,' --- --__ \\ \\ \ --- \- / I \) I
1 l %'�� \ - - - - -\ \ INV V5.00 1 /III 743 - - - - _ - / - ^ - - - - \
/ / - -L - _ \ I \ / / 742 \ \ \ / - - - \ \ I
/ l LINED w/ 12" I - \ ` _ \ \ 1 = \ I /I \ 744 \ -\ ^ - - \ \ -- 11 -_ \- I \ \
/ I \ / `� \ \ -- \ - \ \ \ La / II 1\ \ - \ 6c - \ \ - \♦ --__ ---_ ---- -\ \\ \- -- -\ --- I \\
THICK RIP -RAP - ♦ - I - - _ \ 1• W = 6. \ \ I I 1 \ \ \ _ / - - - \ - -
/ I �--., - \ I\T= 12\ \l 111 I 742 743 \ --- -- -��♦ _11 --- --- \\ \- -\ \ -\- -- \ . INV. .89 1
I
_ �\ -�---� \ Il I 41 - \ - \ \ --�♦ - \ \ \ \ - 11 \ --_ 1 \ \ - I \
-\ / I 7`32�- 44 LR15" HDPE II/llll I lI -74- \ \ �- -�� -----' - FES 9 \ / \ ---------� ss
-_\_\/ I 733 �\ °�` \ Illllll ll 111 1 �� _ __- - - \\ �\ \ -\ ♦ - -\ \ r / I \-_-----> //NvI \ \
- \ \ \ ♦ /' IN 739. DO \ l
-\\- I / 734 l I l l _ - \ \ FES 1 \ \ \ ♦ / La = 28' I \ _- ���- 1 --
- \ ' \ \ - - _ / I / l Ill / l / - - � ` - \ - INV: 739.00 - \ - - \ - - ♦ / \ \ / / `� � _ - �� �_: ` 751 54 -
---I----\\\ \\ 736 I I III I \ - _ � - - 36' \ \ \ \ \ -- -� - / W = 6' l / 1 _ r 7 I /\
725 - \\ /^-_-- - �T P p 738737 Ij1�111�1 \\ _ -N --- - - - - \LW 8 - \ - - -� - - - ------ ------ l __ / --- - � l \ -- -
- - \ l - \\ ) h 739 / 1 r - _ - \ - \ `(36 - - -- \ - \ - \ \ - - - \ \ l I _ / \ � I 1 I \ / - UFP ATLANTIC DIVISION LLC
T= 12 _ _ 477 003
i- -\)//,I,(- / - 741740 Illllljl \\ - - -\ - - T- 1 \-\ \\\ - - 745---L,.,.. �'/ __r _ T i� I ii�-_,� - \\> I \ / DB 1239, PG 678
- - - \ 744 1---- I I /
I 1 - '�i 1 I \ / ZONE Ll
,, )�// / /--- 42 / - - \
♦ /-_ 743'- II \ - - - �� \ - __- - _ _ \ I I � � �
\ / / J/ --- -__ 744 Ill - - - \ \ \-.._.. 739_ - - i _ f J ( /
n - - 745 - l I _L `--- \ - - - - _ _ - �_- \\ // ,' / /
-%/\\\\lI I - -.1 r�s�►�-_ / 747746 7 �`_71- - ~- \\ \ % \ \\ _ _ �'._��/ �" rr�r \- % /' /' ,/ ,/ /
S ^\\\o //\ - I / - 748------- __ 746 745 - \ \ _ --- _- _ ri �� -- �/ // / //
//-:\\\/lam`--- -- I / ��t_==�_______ - --=-- _�/ 747 - \ ___ - _ �� -- ' / / // /' // /-- /
// '_�) / -\� A ' -_= _ __- = ) I ll I 748 - ----_:11- _ 7�E+` - - - \ I , ,/ / / / / / //co/, l lS \-11 J /// /, = -------------------------_-___ _--_ / / II11111111N \\ \ \ \ - _ --_ ---- --- i46 745 \ I -/ / /' /' // /' /' / /
�,/ ��- � \// 1\ -- -I �n // _-------------- -- ==-=___--_ - JB'2� \\\ �_� -- 748747 / I /_i // / // / // / / //
/ / / \�" S\ I --- - iI ( // JB7 /---------- __ _ _ _ -� _/ O1113 -- i 749 '� -- -- I / //'�I /' --// ///' ,/ //' ' //' // /- //
/ \ /// // --____ -� \ I ll - e � \ / PeA / // // // / // //
/ / II // / \ ,>\, \s\ i )---_-I- // / , - __ -Zzl \\) l jl///�1 TEMPORARY ---- I I I / \ i a / / /' // / / / / / /
j / / -----
/ // \\ \ S / I // � / /' /' --�\ \ I / - I / --T- / / �',,
/ / / �
\�\ / I / / / 1 \ / / --_ I 1 _ _ \ \ \ / /JB 3 / / i / / / /
I �� \','\\ / \ _-� / I I l / // / I IlIIIl/////// SKIMMER BASIN #2 \\1 j I //-------- - \ \ \ �i // -fir-- %,L-��---------1 // // /' / /' // // ��°
I I //I \�\\ s I / / 1 S III IU////� BTM: 739 1\\\ \I\ \ \ / / / / I / / / // // / // /. / "'
\\ s I / / / / I /// / - \ \ \ I / / / I / / / / / / / /
\ / �c / / / I I / \ \ /
ill lI ( \\ \\ / / \ �= -�/ / 1 / 111 l TOP: 744' \ /------------ - - -\ - - -_ i /' // I I l I / / �/ ,/ ,/ / / ,' "/ ' --// m
I \ \\ / / -s / / / / � 1 1 /� / / // \\ \ \ _ \\ I I / / / / w
\ \ \ I I / / I111 /////I \\�\\\\I --- \\ // / l I / / // /' /' /' / / / /'� N
I l I --- ____ \\�\\ / I / I II / / IlIIIl///l//l NOTE: \\\,\\I \�--\\\\ / / I I I / / / I / / / // ,' ,' /' ./ / w:
l / I ( I ----------�� -'`� ,,'� / / I / / I/�ll(lill//� TEMPORARY BASN #2 TO BE \\\ ))\ - -- \\\ / I 1 1 I / / / / // -- / m
i I I I i i % _____ _ -- �'"\)l \ I V / 11111lI CONVERTED TO PERMANENT I I I I / - '!------__ \\ 1 / / / I / I / r / / / / / / /\
I (------- -/- J1 I / I Ill II I / - II / / / \ I /I / / / w / / _� / // I / // Ill l / I I / I -- \ I / \ / / / / / / , /
I I I / / , _ _-'i ' /' s / I /\� // �- �l'1 /�/�I SAND FILTER BMP III I /// \IIII 1 / // / / \ I I / / / / // /' ,/ /' -_-
/ c
I - / // I / / I 1 / /
I 1 / / / / �V--73a:8s__- _-___-- J // /C/� / % /// / / 11111 I / / / / I / /A I / / / / / / / ,
1 I/l// /�I�r- __ --- ----' --/'// u� / � s // IIl/I l/ // III j 111 I 11111 1 /' // // / I / / / I / // / // // // /' // /' //
1 I ), ) / // / / // P \r = - - - - - - - -- - -- - _ _ - / // \ / / I I/ ll / l l NEW BUILDING ADDITION I l I / I I I 1 1 I;�JTURE AD�I TION, I / / / / /
l / // /////,I _---�_-__-_ _ / / / s /' l lI (// l/ II / I 1 I 1 // / / / / / / /
/ / - ' / I / Ili l I I / I III / 50 SF / / / 1/ / I / / / / / / / //
/// 11111,H ,/�_ -__= \-- - -`'- ^\\/ - n \s / 111 /I f02,500 $� IIIIIII 11 I \ I +00� , , I / l / / l / /
/-\\___-__=_ \��% / / / 1 111 \ FFE. 049.65 / AI/ / / �s
l / //////////11- _\ _-- _.\� - _ _ \/ J l l I I / l - 1 1 / / // // / // =S /
I \ S / l I I I I / l I FFE.' 749 65 a l l y l l l 11 1 I / , / / / / / / / sr /
/// // // Pr//�= - - - \� / / I I \ / / / / � /
/ / ///1 - -,\ __-___-`� _� � IIIII l// l III Ill --- I I 1 / ' / / / I / / / / / -s /
/ /,IIII// /,,/�Y�/��- �_____ \_- I -1s . / /lI lI / Ill Ill ( - -\ 11 I \ / / / / I 1 / I I / �s-ems / /
V \ I I I I / / / / / / _� s /
/ // i /, // /,/ / ------ \ _/' Ill I//Il -74$'' /\/ \ 11j1 \ / / / / / s / /
II/ , # / / - I /^ s // I l / I _ _ \ / Ill III \ I / / / / // / / I / / I / / I / s� S / / / /
/ Y��/ ^ //1✓// / /�' 1 /-- /I / (11 -__-- / III /I/ \ 750 / / 1 / A I / / I / ems_ / / / / /
//�;// / , / -/ s I\l1 %// / / 11 1/ I / 11111 1 / / // / I / I / I I �s�s / / / i / /
O/ j� /. -/' // i '11 -/'' \s INV. 742.18\\\`✓/j�-//' \--- // //I /// I / 750 1 ) / / / // /11
1 / 1 /S� S�� S / S
I ��i//; ; •.//., //' - __ \s 1 -\ // ////// k-3 \\ / / ) 11j111- 1 1 I I (/ / // /// // II s s / I I
' / 1,. / .'ne a / \ \ � / I///II / I / / 1j- --- 1 I I I / I / s I / I I
/ ( 1, / // / s /^\ // I / 1 / / I Ill --- - 11 I I I / I' t Sys_ I I I /
11 •. .Y . •. . . / 0 .. / \ / \ / / -j _/ I --- -- I I S-'� /
D'1 _ I I / � \\ I I _ S� Dl1 I /
N I l ill Cogcrste'.,,. / s o' yD // - /� I <__/ /' I \ �- - �\ sl \ / /
I 11 \ ' _ - - / \ s Relocate 1 / \ - - - - -' s f \ \ / / / 1 I /
w I 1 ii \ .° ,''-,/.. /' R . '.. / / - - - - / \ Existing 1 / 1 / �' \ \ s I- \ \ I \ \ -\ ) / / I / / / /
= , _ - \ Hydrant
) 11 .r / e / Dl 8 /'/ 1/ IIII \ `� 11 /---\ 7 I I
6 l , \ ) / ,'A y/. S * '' / \ / S� \ / \ \ \ \I \ - / I I I / /
n I 11 \ / . // \ ( ��s-ems / \\ \ \ \ / I I I I 1 1 / / / /
o I 1 \�``) ;/ e. :.', , D. // s IlIIIl �k�s ( /-,\\\ \ \� / / / l / I 1 `° l / / /
t7Tr -\ \\\ l l I I I l l
Z n ( I \ 11 /'' - ° '/' e' __ -749____ ___ \s\ �k IIII sus \ I / \, \ --// / / I / l I / /A1 / / / /
I 1 11 / / /-------- _ s �s�s // /III \�_' I / „\ \ / / / I I /
11 j•.� / Sys \ /> \\ \ / / l I l l I l /
1 " -� s� // Ill/ \ \ \ / l
II 1' . ° / / \s s�S \ // / I / / �\\\\ \ / / / / I II / . II (/ //
N 111 'P f - - / \ \ �/ III / / / - \\\ // / _ - l n I
/ n \ /' ' / \ r- -\ \ \\ \ / / I I / /
J 1 / j /
_ \
___________________
_
- - _f _/ /
__
-\✓
__________
/ r
/// / / / /
GR: 742.26\
. P. " '
....................
O ' - - I / / / / //
-
\ \ _ - -
_
_ - - - - - - - - - -
-/ / / / /
--_
I
---___---
.
FFE - 749.65 ��
-- 7��� � -
✓B 5 /f r 7'
\\
- -_-
l / /
===v--�- /'
`..\................I.^......../..Dl'.15'.." 1'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'~.'.'.'.'.'.'.'.'.'y -
-
�- �� ��
r���������J
// // //
�'�-�j // /'
I /
----.5====y'==
\, :.
. . � < . _$
--_
1 DI 17 O� ..............__.� _ _ - -
* .... .:\.'.' .. . .'./.*.*.*.*.*.*.*.*. / / /
/ - -
- - -
0
- / / / / / / l /
1 / / / / / / / / / / /
- S
I . .. . . .t-- ,\ . . FFE - 749.67 ..1, I\ II ) ��� ..�_9 .. /...... /......... �49 / / / - - /\ \- JB 4 ( II (' // // // // // / / / //
I - 11 / '..�,•I,' '.. ,i.1 a . \ .../'...... / / /' \- -\ I I 1 / / / / / / / / / // /
.. '745.sd 11 ) A9 / - -� I I / / / / / / / / / /
I I C©ncrete ' .. \ ii \ -I I / / - / -- 1 I / / / / / / / / / / /
II � 1 / . 1 I / \- \ 1 I I / // / / / / / / / //
. , .../ / \ 1 II / / / / / /
n . ..� ' 2 '. )• _ . ',..7 I 11 / I I DI 14 / I l \ DI 13 - l 1 / l / / / / / / ' /\
FFE - 74s.2s I ii / 1 / I / - - I „1 / / // // // // /' 11 /
\ \,'� I Hyif I I I 1 I. 1 1q9 sr9 I I / --- -755. \\ 750 749 1 / / / // / / // / // // // / ' / / \
ti EXIS71NG SANITARY SEWER LINE TO BE 11 I.
, . . ABANDONED BY SRU UPON ACTIVATION I I I I / I I ' ' \ I I ,- -- -- ,751 I / / // // / // / / / \\
° OF PROPOSED SANITARY SEWER RELOCATION. I I,, I I I I I / I / / / - - _ - - - 752 / � / / / / / / / / / // / / / _�
EX157ING MANHOLE TO REMAIN ACCESSIBLE \/ i 1 I 1 I I ' ' 1 I I - - 753 -1� / / / / / / / / / / / / / / / 0
DURING CONSTRUCTION �11 I I I . I. . . I I ' _ 755 - _ /#* / / / / / / / / / / / / / , /
I ' . . 0;11 I I I I I I 51, / -- - / ,#- / , / / / // ,/ / // // / / /
\ roll I II I 1 \ 1 II / 150- --\ l / / / / / / / / / / / / /' A
.. i i RE -WORK EXIST I I I I I / 1 l I / \ \ " / / / / / / / / / / / / / ,' / / / \
I ' , I1 DITCH AS NEEDED I I I I . . 1 I I _ _ - ` / / / / / \
I It I 11. . / I I // ---- -s�% / / / / / // // // // // // //' .1 / \
I . concrete 11 1 11 I
15 \ - , / / / / / / , , / / / / \
r II I . I . I / \ \\- ---`_ - // // /, /, // / / / / , // // // /, \ \
-\ n I /1 I I � I I I I I / / / /
II .' v;_ Asphalt I K) I / 1 / . . . .I I. I 15 I I // - \ ---\ 41 Z_ // // // // // // / / / // // // /' //'
. . ' . \. ° I 1: I i../ / . . . .I. . I I I / 2 \ -- �,e / / / / / / // // // / ,/ ,/ // //
/ ii I l / 1 ... l.. I I I I I , -15 \- \- / ♦ / / / / / / / / / ' / / /' /' 1
. / 11 \ I / ► 1 ... i ' I I I I �,{,' TEMPORARY IVER ON ,/ / / / // ,/ / \ / •
I ii I I I I / Exlstirj . I i, I I I , ^\ `- � T- / / / / / , / , / \ /
1n g I I I I - ## - / BERM / 0 Dk ERT/UN- / / / / /
11 1 I III - 'Gn v l l ' / Zoe i - \ / / / ' /' /' /
/ 11 1 111 I I \\ 51 I 11 1 /' 153 \` - ---' ,MIST RBEp' RUf 6FF /� / / / / // /' / / /
I 11 I .. 1.. 1 I I I / \- i / / / / / /
I I1 1 Existing l 11 I 1 I \ / 1 � i �� /FROM S TE. P,I�OVID� / / / / / / / / /
Existing / 11 I Building I 11 I { . I j I IIII j I /' \ X� �- // P9tITIVE DR/AINACqE / / / / / /, / // IIIIII ///
I BuildingGR: 7481�t o \ I I \ I / - \ ♦ - - - / / / / / 1 /
INV IN: 43.91 ) I 1 \ I J. I ( I I I I I I k \ -7 i -- -- / /' ,/ / / l / l l l / / / /
1n Existing INV OUT.• 743.81$ I I I\ I I' I / 1 I I I i��\I -' / / / l l l I l l / / / i
FDC I ii / I \ 1 I I I I 11111 \/' \\ \\ /' / / / / / / / / / // 11 //
) I I \ \ I . \ 1 I I j5'S 756 57 I \ - - - / l /
\ \ \ I 5g ,7 \ - - / / / / 546. 9 / / /
1`1I'll,
I \ \ I o 7 - ----- s So' / / /
a \ I I 1 111 - / / / / 52'S"W / / /
I �ii I -• ° \ \\\ \\ \ I 1 I I 1 1 76762 1g3 �� \\ ---- / / / / / ,/ //'
I 'nii I "P } ::`'''- \ \ \ \ \ 1 I I I 1 1 1 �\ \ - _ / / / / / / /
\ ^ii 1% \ \ \ \ . \ \ 1 I I I I III 11 7s4 \ #�\ --- --- -- _ / / / / / / // // ///
Existing \ 11 \ j -\\ \\1 1 \ I 1 1 I I I I I till
I I I I //�j ��i \- --- / / / / / / // / / 1/
1n Building I ii \ '.:,,1 : - \ \ \ I \ I III I I 1 1 1 1 1 1 - - - � \ / / / / / /
g I ii it .. .... ',; 4, I ■ ■\ \ \ I \ I I let j I 1 1 L117G \ ---- // // // // // // / �/
\ „ I \ \ 1 \ I I I I I I I11 -- / / / / /
'•... - I- N 1 \ I I I III I / \ --- -- / / // // /
r. ', '...,..:. _ \ I I \ I I I I 111 11
GR: i 7 /..,,'. I I I I I III 1111111 / \\ -\- --- / / , /
INv ou 7 t I III I / - ----__-_ // / /
..•....:..' ••.. I 1 I III I / - - /
1 / .. .;R'... / ( III II I - -
In --/ I / / ) IIII I I I I 1 I I 1 / /\ --- -_1� 477 073
11, ? :' - '.. , ,'' • / / I III 1 1 1 1 1 1 1 1 1 I l / - - - - _ - - \ - _ - _ - _ _ GUARDIAN LEASING INC
\'' I 1 I III I I I I I I I I I I / - DB ZONE858, : LI875
con. K4 tG 1
.'...r.....'' I / I / 1111IIIj1111 -\_
I / Ill IIII111I /
I
I I rave / // Ill Ill
/--
1.1 1 ,I / III 1 i i i I I i III / ----- GENERAL NOTES
I .. l 1 -.. / 1111111111111 //
..>' I 1111111III111 / 1. PROJECT IS LOCATED WITHIN THE YADKIN PEE-DEE RIVER BASIN.
I// ) I I I 11I II1111111/ 2. PROJECT LOCATED WITHIN FLOOD ZONE "X", (MINIMAL RISK) PER
I _ I G. 48.72 // \ I I jIIIII1III1 I 11 IlI) _____ FEMA PANEL 37105638 00 J EFFECTIVE DATE: JUNE 16, 2009 &
Asphalt I /' I / l I l l l lIll l l l I j l l I j / FEMA PANEL 37105648 00 J EFFECTIVE DATE: JUNE 6, 2009.
I `----749_-__/ I I I II III / 3. SUBJECT PROPERTY IS NOT LOCATED WITHIN A PROTECTED WATERSHED AREA.
Existing CATCH BASIN / // 1�ti / I I1IIIIIIIIIII // __770 4. RECEIVING WATER COURSE: GRANTS CREEK, CLASS C, INDEX 12-110.
�' Building PROTECTION / // / / l I l l Ill � l I I I l // /- 5. LATITUDE: 35.6189'
1 (TYP) / / h I I III I ll / LONGITUDE:-80.5485'
/ \ �h / I II1II I III I I 11 / 6. SOIL TYPES: "EnB" Enon; "MeC2" Mecklenburg clay loam
I ..
/---7'5p__ / l I I I I I11 I/
I _ // TEMP SILT 1 / ha / 14 I I I I I I I I I I I I I / 8. CONTACT CONCERNING EROSION CONTROL ISSUES ON SITE: SAM KING, JR.
1 \ \� 11 / \ I l I / 1IIIIIII IIII III /' 828-403-5586, sam®kingengineernc.com
I \-- \\ R: 1749.60 \\ FENCE /' / / / 11 111 1 / 11 11 / / /' 9. A RAIN GUAGE MUST BE ON SITE THAT IS READ AND RECORDED DAILY. THE
I LEGEND --- ---J \ ' I / 111 II III I� / EROSION AND SEDIMENT MEASURES ARE TO BE REGULARLY INSPECTED BY THE
I --- - I / / / / 1`'S // Ill 111 Ill I I//' r/ CONTRACTOR OR A QUALIFIED REPRESENTATIVE TO THE OWNER, AFTER EACH
I -� - __ I / / / / I I II III I 0.25" RAIN (WITHIN 24 HRS) OR MONTHLY.
N \ //i/ III I l II ./. /
73° I / / / / \ / / I I III Ill /
-------- RIGHT OF WAY 1p29"w 393 ,py'�on9 _ \\ / // I _// _ _'��/'////I/Ill llll /.*.'.'.'. / 10 BY THE NCO DEPARTMENT OFEENVRONMENTALIQUALIOTYC(NCDEQ)BE APPROVED
30 / / / _ /// // I I /........I
' w --- -\\ \---��`- / - __- =I - i//%l/ I/ 11 , 11. NO CONCRETE WASHOUT PROPOSED FOR THIS PROJECT.
N90°00'00"E ' PROPERTY LINE \ \ ---- ------ - �� _ter" - - _ _ �/ / // / / / / '.....� ........... .
_____-___ \ _______ _ -- -- _ - - _ - _ //// / // %''''''''''''''1' 12. RISER 19 DESIGN TO 10-YEAR STORM EVENT.
-,.._._..._ _._u_..,_.__,..- OVERHEAD UTILITY c2 ----------------------- __- --___ ___ - _ _- _=_ / / //
- - - - - - - - - - - - -- - - -_- - - -_- _ - - _� _ - - -' - _ - // / / / . r.'.'.'.'.'.'.'.'.'.'.'.'.'.'/.' m
\ / / / //
/ - Z / / / ,� .'.' o
47708I 752.66 `--------- __ /_---______ ==:::- _ _ _��� ......... !... PROJECT NARRATIVE
EXISTING UTILITY POLE PYROTEK INC 752.66 /// ) - __-- -- -_- -_ _� �� """""""" N
4.
DB ZONE:
L 846 0� / / / -'/ --- -- ' --' __' ---_-- - _--__ �- _� -- -' �'.'.'.'.'.'.'.'.'.'.'.'.
ZONE: Ll / /- / _ _-- _-- _--_-- _-- _ .-' / m -_
TEMPORARY SILT FENCE /
I / // -- /""'-'�'...." '0? . ..'. *""'/. ......i........ N THE SEDIMENTATION AND EROSION CONTROL PLAN IS FOR THE PREVENTION OF ON -SITE EROSION AND OFF-
/ .'.I.'.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'j.'.'.'.'.'.'.'.'.'.%'.'.'.'.'.'.'.'.'./'.'.'.'.'.'.'.'.j'.'.'.'.'.'.'.'.' '.'.'.'.'.'.'.'.'.' ..... - ...... /.'.'.'.'.'.'.'.' '.'............,.......... to
-,-,-,-,-1 - TEMPORARY DIVERSION DITCH G • / ' / !*-/*.*.*.*.*.*.*.*.*..*.*.*.*.*.*.*.*/.'.'.'.'.'.'.'.".'.'.'.'.'.'.'.'.''.'.'.'.'.'.'.'.'f.'.'.'.'.'.'.'.'/'.':.'.'.'.'.".'.'.'.'.'.'.'.'!.'.'.'.'.'. /.'.'.'.'.'.'.'.'.'." W SITE SEDIMENTATION DUE TO GRADING OF A NEW 102,500 SF industrial BUILDING, GRADING OF A 50,000 SF
753.ss / / / / / / I'. /.........., //........./......../........./......./.........../........... BUILDING, GRADING AND PAVING OF A NEW PARKING LOT AND GRADING AND PAVING OF AN EXISTING GRAVEL
.....
I \ 9 I ( I 1........'.'I..........I.... .............4 /Gradell'.'.......!......../... ........... �........ / RYAN PATRICK DRIVE tB1e j........... 1 PARKING LOT. THE SITE IS LOCATED AT 220 RYAN PATRICK DRIVE, CITY OF SALISBURY, NORTH CAROLINA.
box 1 1......... I ...................i I ......'.'.'/'.'.'.'.'.'..../........,................. / .........'
\ \ 1 /............. .
■. •. �. • • • • • • ■ CLEARING LIMITS 50 Pub11c R / / .'.'.'.'.I.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . / APPROXIMATELY 8.7 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE EXISTING POND AT THE REAR OF
I / 1 1 I ..... I.'.'.'.'...... I'.'.'.'.'.'.'.'1.'.'.'.'.'.'.'.'/.'.'.'.'.'.'.'./'.'.'.'.'.'.'.'.'.............
/ / / / ..........................I.......... I.'.'.'.'.'.'.'.'.'L'.'.'.'.'.'.'.' / THE EXISTING BUILDING IS TO BE DRAINED PER THE REFERENCED INSTRUCTIONS PRIOR TO ANY OTHER LAND
TEMPORARY STOCK PILE AREA / I __// / // I -\ t t\ \ I I I / / / // // DISTURBANCE. EROSION AND SEDIMENT FOR THE PROJECT WILL BE CONTAINED WITHIN THE TEMPORARY SKIMMER
/ I // ,/ / \ \- \ \ \, \\ \\ \\ ( / / / BASINS AS SHOWN. UPON STABILIZATION OF THE PROJECT SITE, TEMPORARY SKIMMER BASIN #2 WILL BE
\ \ 11 \ / / CONVERTED TO A STORM WATER SAND FILTER. ONCE THE STORM DRAIN PIPE SYSTEMS ARE INSTALLED AND THE
TEMORARY CONSTRUCTION ENTRANCE I ,/ // /// / / `�6s \ \ \ \ \'> \` ` / BUILDING PAD STABILIZED, HARDWARE CLOTH AND GRAVEL INLET PROTECTION WILL BE INSTALLED AROUND
41111 / // // ----'/ // o / DRAINAGE STRUCTURES. ONCE THE GRATES ARE INSTALLED, "SILT-SAK" INLET PROTECTION WILL BE USED.
���,..°� INLET PROTECTION /// // ADDITIONAL EROSION CONTROL MEASURES INCLUDE TEMPORARY SILT FENCE, DIVERSIONS AND STONE APRONS.
760/ N 795545" W 479.05'
CONSTRUCTION SEQUENCE -PHASE 2
1. MAINTAIN EROSION CONTROL MEASURES.
2. INSTALL STORM DRAIN PIPE SYSTEM FES 9 - DI 15. REMOVE EXISTING
477 PYROTEK INC EXISTING 15" CMP AND INSTALL 18" HPDE TO DI 15.
DB 1257, PG 856 3. INSTALL STORM DRAIN PIPE SYSTEM DI 15 TO DI 17. REMOVE EXISTING 24" RCP.
ZONE: L1 4. INSTALL STORM DRAIN PIPE SYSTEM FES 1 - JB 6 AND JB 2 - DI 8.
5. ONCE PROPOSED GRADES ARE ACHIEVED, SEED ALL AREAS NOT TO BE BUILT UPON. \
\ ANY AREAS THAT HAVE BEEN GRADED/EXPOSED MORE THAN 7 DAYS MUST BE
\ TEMPORARLIY STABILIZED WITH SEED AND STRAW, MULCH OR ANOTHER APPROVED
\ STABILIZATION PRACTICE PER NCDEQ 7 ROWAN COUNTY REQUIREMENTS.
\ 6. ONCE SITE IS STABILIZED AND UPON APPROVAL FROM ROWAN COUNTY. REMOVE TEMPORARY
\ SKIMMER BASIN #1 AND SEED DISTURBED AREA. CONSTRUCT SAND FILTER AND RIP -RAP BERM
CURVE TABLE \ AND PLACE SILT FENCE AROUND THE PERIMETER OF THE SAND FILTER BED AND RIP -RAP BERM.
40 0 20 40 80 160 \ 7. REMOVE TEMPORARY MEASURES ONCE SAND FILTER BASIN IS STABILIZED.
CURVE # RADIUS DELTA LENGTH CHL CHB \
C1 50.00' 99'4434" 87.04' 76.46' N 39'48'15" W
1 inch = 40 ft. C2 50.00' 73'4205" 64.32' 59.97' S 53'1729" W
N
\
N
the
1! P, G L E
FIRM
ARCHITECTURE
1 10 N. MAIN ST. [e-mail]
SUITE 200 www.boglefirm.com
SALISBURY, NC 28144 704.638.2015
PUBLICATION OR REUSE OF THESE DRAWINGS OR
ANY INCLUDED DETAILS MUST BE WITH THE WRITTEN
CONSENT OF THE FIRM'S PRINCIPAL ARCHITECT.
CIVIL PLANS PEPARED BY:
KING ENGINEERING of CONCORD, RLLP
35 CHURCH STREETS., SUITE 107
000 000 CONCORD, NORTH CAROLINA28025
PHONE (828) 403 - 5586
O Mailing Address:
Kingengineernc.com 401 Poteat Drive
Morganton, NC 28655
F-1438 [e-mail]
EROSION
CONTROL
PLAN PHASE 2
POWERHOUSE
RECYCLING
220 Ryan Patrick Dr.
Salisbury, NC
DRAWN BY: SLK
'HECKED BY: SLK
DATE: 8.28.20
PROJECT #: .
SHEET NUMBER
C6.0
OF: 7

ENVIRONMENTAL PROTECTION
SEDIMENT AND EROSION CONTROL
ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM
EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT
LIMITED TO, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETLANDS,
YARDS, LAKES AND PONDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS, AND
NATURAL AREAS.
SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE
CONTRACTOR, AT HIS EXPENSE, THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE
CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT
OF THE CONTRACTOR'S WORK ACTIVITY. CONTROL MEASURES SHALL CONSIST OF APPROVED
PRACTICES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT DIVISION OF LAND RESOURCES AND INSTALLED AS SUCH.
IN THE EVENT THAT LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND
EROSION CONTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DIRECTOR
OF ENGINEERING FOR A FIELD CHANGE DISPOSITION.
AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE
SEDIMENT SHALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION
PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE, SEDIMENT IS
TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED ON THE DIVISION OF LAND
RESOURCES' APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS.
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT
CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES
OR STRUCTURES. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED PER MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL
PERMIT - GROUND STABILIZATION AND NPDES GENERAL STORMWATER PERMIT GROUND
STABILIZATION CRITERIA.
SEEDING, GROUND COVERS AND MULCHING
AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY
THE DIRECTOR OF ENGINEERING BY WORKING, FERTILIZING, SEEDING AND MULCHING.
THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES.
TILLAGE SHALL CONTINUE UNTIL A WELL PULVERIZED, FIRM AND UNIFORM SITE IS PREPARED
CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER
INFILTRATION AND ROOT PENETRATION. GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE
PONDING WILL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH AND OTHER
OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO FERTILIZATION. THE pH OF THE
SOIL SHALL BE NON -TOXIC TO THE SEED MIXTURE. PLANT SMALL GRAINS NO DEEPER THAN
1 INCH AND GRASSES/LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM IN
§CATT ER PATTERN.
DUST CONTROL
1. CONTRACTOR SHALL CONTROL DUST FROM EQUIPMENT USE
OF UNPAVED ROADS BY SPRINKLING WITH WATER UNTIL
THE SURFACE IS WET.
2. DUST CONTROL MEASURE(S) SHALL BE USED THROUGH DRY
WEATHER UNTIL ALL DISTURBED AREAS HAVE BEEN
STABILIZED.
2'
MIN.
1�6' TYPICAL �I MIN.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROXIMATELY STABILIZE IT.
TEMPORARY DIVERSION
La NOTES
1. D=1.5 TIMES THE MAX. STONE DIA.
BUT NOT LESS THAN 6'
2. IN A WELL DEFINED CHANNEL EXTEND
o - - - THE APRON UP THE CHANNEL BANKS TO
5" � AN ELEV.ABOVE THE MAX, TAIL -AIL -
WATER DEPTH OR THE TOP OF THE
LTER BLANKET BANK, WHICHEVER IS LESS
3. A FILTER BLANKET OR FILTER
PLAN SECTION FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP -RAP AND SOIL
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENTS
TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
OUTLET PROTECTION
August 4,2011
Major Elements of DWQ Construction General Permit
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCG01) with emphasis places on those elements that differ from the previous permit (expiration on August 2,
2011). since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
implementation. See: http://portal.ncdenr.orgtwebtwq/ws/su/construction
The major change in the Permit from the previous one is the shorter
1) Ground Stabilization* times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabilization within 21 days. Based on the new
EPA requirements and 9-months' work with a permit advisory group,
CTAG, the Division and EPA -developed permit, now contains
requirements for ground cover within 14, and in some places, 7 days.
SITE AREA
STABILIZATION
STABILIZATION TIME
*"Exceptions of time may be approved by the permitting
authority based on weather or other site -specific conditions
that make compliance impracticable." (Section II.B(2)(b))
4) Inspections
• Same weekly inspection requirements
• Same rain gauge & inspections after 0.5" rain event
•
Inspections are only required during "normal business
hours"
• Inspection reports must be available on -site during
business hours unless a site -specific exemption is
approved.
• Records must be kept for 3 years and available upon
request.
• Electronically -available records may be substituted
under certain conditions.
5) Implementation of New Permit Conditions
• Projects permitted under the previous permit can
continue to follow the previously -permitted conditions.
•
Complete applications received prior to August 3 2011
can follow conditions of approved application.
2) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen -material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or buffers.
3) Discharges to Federally -listed Waters
• Requirements are the same as in previous permit.
• The permit allows reduction from the 20 acre minimum if
the Director of DWQ determines that the other BMPs provide
equivalent protection.
6) Conditions in Erosion & Sedimentation Control Plans*
Designation on the plans where the 7 and 14-day ground
stabilization requirements of the NPDES permit apply
Designation on the plans where basins that comply with the
surface -withdrawal requirements of the NPDES permit are
located.
7) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives are available.
• Earthern-material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface waters, wetlands, or buffers.
8) Sediment Basins
Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
• Use only DWQ-approved flocculants.
In order for the E&SC Plan to satisfy the conditions of the Construction General Permit, it must identify area where the ground
stabilization requirements apply and the location of the basins where the surface -withdrawal requirements apply.
USE 2"-3" WASHED STONE
6" THICK
12' WIDE (MIN)
50' LONG (MIN)
GEO-TEXTILE FABRIC
(TYP) 12
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT
max extra stength fabric without wire fence
Steel Post
Backfill trenchle
Steel
and compact Post
thoroughly
UP./op
e
Plastic of
wire ties 8" min
24"
6" x 6" - 14 GA
Wire Fence Mesh
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
PVC
TEE
L�n�.r>;aanry�
TEMPORARY SILT FENCE DETAIL
PVC END CAP r_ PVC 90° ELL
PVC PIPE
1" HOLES IN
UNDERSIDE
(TYP)
PVC END CAP
FLEX HO
ARM ASSEMBLY
PERSPECTIVE
VIEW
"C" ENCLOSURE
­� �R ENTRY
UNIT
PVC VENT
.E 40
END VIEW FRONT VIEW
SKIMMER ASSEMBLY
NTS
BASIN NO. ORIFICE PLATE DIA. SKIMMER SIZE ("C")
#1 1.0" 1.5"
# 1 2.0" 2.5"
5'
EMERGENCY SPILLWAY
"FAIRCLOTH"
SKIMMER
BAFFLES (TYP)
7 SEDIMENT DEPTH = 2.0' --)
ATE
I
WATERLEVEL
EMS
1' - - - -
4" SCH 40 P
VC
CLASS B STONE PAD
SKIMMER BASIN D ETAI L (4'x4'x1' MIN.)
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO
ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN NOT JUST AROUND THE SKIMMER OR THE FIRST
CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE
BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE
BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED, IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING iMTH WATER.
BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE. CHECK THE EMBANKMENT, SPILLWAYS, AND
OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER
DEBRIS FROM THE SKIMMER AND POOL AREA.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING
WITH ICE.
TEMPORARY SEEDING SCHEDULE
LATE WINTER & EARLY SPRING (FEB 15 - MAY 15) SUMMER (MAY 15 - AUGUST 15)
SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE)
RYE GRAIN 120 GERMAN MILLET 40
OR
TALL FESCUE 50
FALL (AUGUST 15 - DECEMBER 15)
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 BALANCE
10-10-10 FERTILIZER. INCREASE FERTILIZER RATE TO 1000 LB/ACRE IN THE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR
STRAW BY TACKING WITH ASPHALT., NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT
CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
SOIL PREPARATION
SIBlE TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT (PHOSPHORUS, POTASSIUM AND
MAGNESIUM) LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE NEEDED
AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED. THIS INCLUDES ROCKS, BOTTLES,
LARGE ROOTS AND OLD TREE TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, ESPECIALLY IF THE GROUND IS WET. THIS
COMPACTED LAYER MUST BE BROKEN UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS. A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SEED AND DEPTH OF ROOTING. A TRACTOR -
MOUNTED OR SELF-PROPELLED TILL WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE EXISTING TREES
IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES
CAN ALSO BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS NECESSARY AT A TREE
BASE, CONSTRUCT A "TREE WELL".
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER
THE ENTIRE AREA. ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY ADDING ORGANIC MATTER. THIS
IMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
PERMANENT SEEDING SCHEDULE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
KENTUCKY BLUEGRASS 100
TALL FESCUE 20
REDTOP 10
SWITCHGRASS 5
SPLITBEARD BLUESTEM 5
SEEDING NOT
1. AFTER AUGUST 15,
USE UNSCARIFIED LESPEDEZA SEED.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA
LESPEDEZA AND INCREASE KOREAN PESPEDEZA
TO 40 LB/ACRE.
NURSE PLANTS:
BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN
MILLET OR 15 LB/ACRE TALL FESCUE, PRIOR TO MAY 1 OR
AFTER AUGUST 15, ADD
40 LB/ACRE RYE GRAIN.
IT MAY BE
BENEFICIAL TO PLANT GRASSES IN LATE SUMMER
SEED THE SWITCHGRASS FROM DECEMBER 1st to
APRIL 15th.
SEEDING DATES
SEEDING DATES
SEEDING DATES
BELOW 2500 FT.
AUG-SEP 1
JULY 25
- SEP 15
MAR 1 - APR 1
MAR 1 -
MAY 10
ABOVE 2500 FT.
JULY 25 - AUG 15
JULY 15
- SAUG 30
MAR 20 - APR 20
MAR 5
- MAY 15
COMPLETE SEEDING EARLIER IN THE FALL, AND NOT START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO THE SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1000 LB/ACRE 5-10-10 FERTILIZER.
APPLY 4000 - 5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING. NETTING IS THE PERFERRED ANCHORING METHOD ON
STEEP SLOPES.
MAINTENANCE
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO MORE THAN ONCE PER YEAR. RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SOIL PREPARATION
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT (PHOSPHORUS, POTASSIUM AND
MAGNESIUM) LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE NEEDED
AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED. THIS INCLUDES ROCKS, BOTTLES,
LARGE ROOTS AND OLD TREE TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, ESPECIALLY IF THE GROUND IS WET. THIS
COMPACTED LAYER MUST BE BROKEN UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS. A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SEED AND DEPTH OF ROOTING. A TRACTOR -
MOUNTED OR SELF-PROPELLED TILL WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE EXISTING TREES
IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES
CAN ALSO BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS NECESSARY AT A TREE
BASE, CONSTRUCT A "TREE WELL".
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER
THE ENTIRE AREA. ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY ADDING ORGANIC MATTER. THIS
IMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
DITCH LINER NORTH AMERICAN GREEN. (NAG) C125
Erosion control blanket shall be a machine -produced mat
a 100% coconut fiber matrix.
The blanket shall be of consistant thickness with the coconut fiber
evenly distributed over the entire area of the mat. The blanket shall
be covered on the top and bottom with heavyweight polypropylene
netting having ultraviolet additives to delay breakdown and an approximate
0.625 x 0.625 inch mesh size. The blanket shall be sewn together on
1.5 inch centers (50 stitches per roll width) with UV stable polypropylene
thread.
The blanket shall be manufactured with a colored line or thread stitched
along both outer edges (approximately 2 - 5 inches from the edge) to
ensure proper material overlaping.
The erosion control blanket/channel lining shall be C125 as manufactured
by North American Green, or equivalent. The C125 long-term erosion control
blanket shall have the following propertiies:
MATERIAL CONTENT
Matrix 100% Coconut Fiber
(.5 Ib/sq.yd) (.27 kg/m)
Netting Both sides heavyweight UV stabilized
(3.0 lb/1000 sq.ft. approx. wt.)
Thread 100% Black Polypropylene
PHYSICAL SPECIFICATIONS (Roll)
2786 68 4727
Width 6.67feet (2.03 m) LOIS STARNES
Length 108.00 feet (32.92 m) DB 1106, PG 56
Weight 40 Ibs @ 10% (18.14 kg)
Area 80 sq.yds. (66.89 sm)
2' 3'
2
COMPACTED 1 1' t
t r FILL 3 3
\-NAG "C 125" DITCH
LINER SEE SPEC
TEMP DIVERSION BERM DETAIL
Baffle
Material
11 Gauge
Landscaping
Staples Steel Post
2'-0" Depth
Baffle Material should be secured to the bottom
nd sides of basin using 12" landscape staples J
INLET ZONE 25%
OF SURFACE AREA
FIRST CHAMBER 25%
OF SURFACE AREA
SECOND CHAMBER 25%
N OF SURFACE AREA
�$ OUTLET ZONE 25%
OF SURFACE AREA
I FZOW I I
\ � x
FLOW �X
9 Gauge Min High
Tension Wire Strand
V-0" MAX. SPACING Shall Be Secured
To Post To Support
Baffle Material
Drape baffle material over Extend 9 gouge wire to basin side
wire strand and secure with or install T-post to anchor baffle
plastic ties at posts and on to side of basin and secure to
wire every 12' vertical post
Variable Depth
3' MIN.
Secure botton of baffle to ground
with 12" staples of 12" maximum
spacing
MAINTENANCE:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN
IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND
REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF
THE DESIGNED STORAGE DEPTH. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,
REMOVE ALL BAFFLE MATERIALS AN UNSTABLE DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
BAFFLE INSTALLATION
NCDOT #5 OR #57
0000000�000000000000
0000000m000000000000
AAA A \/
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEET POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT
AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OF GREATER) RAINFALL
EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
2 EACH _
DUMP STRAPS
EXPANSION RESTRAINT
(1/4" NYLON ROPE,
2" FLAT WASHERS)
INSTALLATION DETAIL
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FROM INLET
SILTSACK -
BAG DETAIL
DUMP STRAP
NOTE: THE SILTSACKOWILL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE
FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS.
REGULAR FLOW SILTSACK o
(FOR AREAS OF LOW TO MODERATE PRECIPITATION
AND RUN-OFF)
PROPERTIES TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D-4632
300 LBS
GRAB TENSILE ELONGATION
ASTM D-4632
20
PUNCTURE
ASTM D-4833
120 LBS
MULLEN BURST
ASTM D-3786
800 Psi
TRAPEZOID TEAR
ASTM D-4533
120 LBS
UV RESISTANCE
ASTM D-4355
8D
APPARENT OPENING SIZE
ASTM D-4751
40 US SIEVE
FLOW RATE
ASTM D-4491
40 GAL/MIN/SQ FT
PERMITTIVITY
ASTM D-4491
0.55 SEC -1
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OF
GREATER) RAINFALL
EVENT. CLEAR THE SILT -SAKE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE
THE MESH DURING
SEDIMENT
REMOVAL.
SILT-SAK INLET
PROTECTION
the
OGLE
FIRM
ARCHITECTURE
110 N. MAIN ST. [e-mail]
SUITE 200 www.boglefirm.com
SALISBURY, NC 28144 704.638.2015
PUBLICATION OR REUSE OF THESE DRAWINGS OR
ANY INCLUDED DETAILS MUST BE WITH THE WRITTEN
CONSENT OF THE FIRM'S PRINCIPAL ARCHITECT.
CIVIL PLANS PEPARED BY:
KING ENGINEERING of CONCORD, RLLP
35 CHURCH STREETS., SUITE 107
000 000
CONCORD, NORTH CAROLINA28025
PHONE (825586
O Mailing Address:
Kingengineernc.com 401 Poteat Drive
Morganton, NC 28655
F-1438 [e-mail]
EROSION
CONTROL
DETAILS
POWERHOUSE
RECYCLING
220 Ryan Patrick Dr.
Salisbury, NC
DRAWN BY: SLK
'HECKED BY: SLK
DATE: 8.28.20
PROJECT #: .
SHEET NUMBER
C7.0
OF: 7

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Permanent Stabilization
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or
other mulches and tackifiers other mulches and tackifiers
• Hydroseeding • Geotextile fabrics such as permanent soil
• Rolled erosion control products with or reinforcement matting
without temporary grass seed • Hydroseeding
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
(>' l, ro> NORTH CAROLI NA
£nvironmentat Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
0 o ,a
n 0 0 3�
0 0
00 0
r�
C[IL� MIIO lm111Q
l �-�
a� Lei .`LIYL lLG1O1 QIasO YI
IOI� tVfY •IdY 1W &C Un
L A�p
C1111L YJIIOI �CIF�OO N f60 IYI� '�lV'�"'f[�N'MalOu t M CYtl[1[ Wd�
L M {Ytrl[ V1.OR a�r.wr. yyyy t1MCTO LYIl s sm
�[ IMM�NO NY M LYm NOIa NCI M W K ma
! f M T w lIACT� MMtl1Y 1= �• 110[
even 10349 C VMMM :sumac � m a tilts u wso Q nmu m
OSM� WnN �MWKVWLn
BELOW GRADE WASMOnT STRUCTURE ABOVE GRADE WASPT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES. PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19

PART III PART III PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING SELF -INSPECTION, RECORDKEEPING AND REPORTING SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Anytime when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the tmeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24hours, an oral or electronic notification.
deposition in a
• Within7colendardays, a report thatcontains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
.wR
k NORTH CAROLI NA
Environmental Quality
I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING � EFFECTIVE: 04/01/191

■ ■■■ Roy Cooper. Governor
00 0 NC DEPARTMENT OF Susi Hamilton, Secretary
■■L■■ NATURAL AND CULTURAL RESOURCES
IN won Walter Clark, Director, Land and Water Stewardship
NCNHDE-13420
December 2. 2020
Kevin Thomas
Civil & Environmental Consultants Inc.
1900 Center Park Drive, Suite A
Charlotte, NC 28217
RE. Powerhouse, 306-344
Dear Kevin Thomas.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
& OFC g19.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Powerhouse
Project No. 306-344
December 2, 2020
NCNHDE-13420
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present, it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name wner Owner
Piedmont Correctional Institution NC Department of Public Safety State
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on December 2, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Powerhouse
Project No. 306-344
December 2, 2020
NCNHDE-13420
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name MMW
Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Vascular Plant 38896 Malaxis bayardii Appalachian Adder's- 1890-07-29 H 5-Very --- Significantly G1G2 S1
mouth Low Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name caner
Piedmont Correctional Institution NC Department of Public Safety
NC Land and Water Fund Funded Project NC DNCR, NC Land and Water Fund
Three Rivers Land Trust Preserve
Three Rivers Land Trust
Owner Type
State
State
Private
Throughout
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on December 2, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-13420: Powerhouse
op Dr
Circle M Dr
I
Little Creek
i
- O
'
"
am e "r:/�
i
r� D
co
_
,. �
p
Tammy Rd
O`
-
r' zo
Old Camp Rd
_
GaoN
'
w
Cy`o
e`e
a
Fd
Sow'
Knoll Vaw Dr
t
Cress Loop Rd 1
xa Litton Dr
y
o'
�c
i
o
o
c
/
601
y34
`e
a �
N
<�
�
W E ,
3 s
4 3
December 2, 2020
Project Boundary
Buffered Project Boundary
Q Managed Area (MAREA)
1:22,219
0 0.175 0.35 0.7 mi
0 0.3 0.6 12 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 4 of 4

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
http://www.fws.gov/nc-es/es/couMfr.html
In Reply Refer To: December 03, 2020
Consultation Code: 04EN1000-2021-SLI-0148
Event Code: 04EN1000-2021-E-00326
Project Name: Powerhouse
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The attached species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. Although not required by
section 7, many agencies request species lists to start the informal consultation process and begin
their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of
1973, as amended (16 U.S.C. 1531 et seq.).
This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife
Service (Service) Asheville Field Office's (AFO) website: https://www.fws.gov/raleigh/species/
cntylist/nc counties.html. The AFO website list includes "species of concern" species that could
potentially be placed on the federal list of threatened and endangered species in the future. Also
available are:
Design and Construction Recommendations
https://www.fws.gov/asheville/htmis/project review/Recommendations.html
Optimal Survey Times for Federally Listed Plants
https://www.fws.gov/nc-es/plant/plant survey.html
Northern long-eared bat Guidance
https://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html
Predictive Habitat Model for Aquatic Species
https://www.fws.gov/asheville/htmls/Maxent/Maxent.html

12/03/2020 Event Code: 04EN1000-2021-E-00326
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could require modifications of these lists.
Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act,
the accuracy of the species lists should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each
county list with the day of the most recent update/change) at regular intervals during project
planning and implementation for updates to species lists and information. An updated list may be
requested through the ECOS-IPaC system by completing the same process used to receive the
enclosed list or by going to the AFO website.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a Biological
Evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website
at https://www.fws.gov/asheville/htmis/project review/assessment guidance.html.
If a Federal agency (or their non-federal representative) determines, based on the Biological
Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be
affected by the proposed project, the agency is required to consult with the Service pursuant to
50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and
proposed critical habitat be addressed within the consultation. More information on the
regulations and procedures for section 7 consultation, including the role of permit or license
applicants, can be found in the "Endangered Species Consultation Handbook" at: http://
www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF.
Though the bald eagle is no longer protected under the Endangered Species Act, please be aware
that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16
U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see
https://www.fws.gov/southeast/our-services/permits/eagles/). Wind energy projects should follow
the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to
migratory birds (including bald and golden eagles) and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www. fws. gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm;

12/03/2020 Event Code: 04EN1000-2021-E-00326
http://www.towerkill.com; and http://www.fws.gov/migrato!ybirds/CurrentBirdlssues/Hazards/
towers/comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
• Official Species List
• Migratory Birds
• Wetlands

12/03/2020 Event Code: 04EN1000-2021-E-00326
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]

12/03/2020 Event Code: 04EN1000-2021-E-00326
Project Summary
Consultation Code: 04EN1000-2021-SLI-0148
Event Code: 04EN1000-2021-E-00326
Project Name: Powerhouse
Project Type: FILL
Project Description: Rowan County
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/35.61789269735742N80.54746591871618W
Counties: Rowan, NC

12/03/2020 Event Code: 04EN1000-2021-E-00326 3
Endangered Species Act Species
There is a total of 2 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAM L STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/9045
Flowering Plants
NAME STATUS
Schweinitz's Sunflower Helianthus schweinitzii Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/3849
Critical habitats
HERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

12/03/2020 Event Code: 04EN1000-2021-E-00326
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle
Protection Actz.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the USFWS
Birds of Conservation Concern (BCC) list or warrant special attention in your project location.
To learn more about the levels of concern for birds on your list and how this list is generated, see
the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that
every bird on this list will be found in your project area. To see exact locations of where birders
and the general public have sighted birds in and around your project area, visit the E-bird data
mapping tool (Tip: enter your location, desired date range and a species on your list). For
projects that occur off the Atlantic Coast, additional maps and models detailing the relative
occurrence and abundance of bird species on your list are available. Links to additional
information about Atlantic Coast birds, and other important information about your migratory
bird list, including how to properly interpret and use your migratory bird report, can be found
below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
NAME
BREEDING
SEASON
Bald Eagle Haliaeetus leucocephalus
Breeds Sep 1 to
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention
Jul 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
https:Hecos.fws.gov/ecp/species/1626
Blue -winged Warbler Vermivora pinus
Breeds May 1
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
to Jun 30
(BCRs) in the continental USA

12/03/2020 Event Code: 04EN1000-2021-E-00326
BREEDING
NAME SEASON
Cerulean Warbler Dendroica cerulea Breeds Apr 28
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Jul 20
and Alaska.
https:Hecos.fws.gov/ecp/species/297
Prairie Warbler Dendroica discolor
Breeds May 1
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Jul 31
and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA Jul 31
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Probability Of Presence Summary
Breeds May 10
to Sep 10
Breeds
elsewhere
Breeds May 10
to Aug 31
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence ( 1)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee

12/03/2020 Event Code: 04EN1000-2021-E-00326 3
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
■ probability of presence breeding season I survey effort — no data
SPECIES
JAN FEB MAR APR MAY JUN JUL
AUG SEP OCT NOV DEC
Bald Eagle
---
1ter
— — — --11� -- — — — ---
Non-BCC Vulnerable
=:++*
■■■■ ■■'+
Blue -winged
—+++ ++++ ++++ +++0
----
---
---- ---- — — — -
-- — — -
Warbler
BCC -BCR
RangewidbCON)
—+++ ++++ ++++ 1++111111111111—
— — — — — — — — — — — — -. — — — — — —
BCC
Prairie Warbler
—+++ ++++---
BCC Rangewlde (CON)

12/03/2020 Event Code: 04EN1000-2021-E-00326 4
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Prothonotary
Warbler— I I 1 r+++ +,++ . — — -
---
BCC Rangewide (CON) I I I I 1
Woodpecker
-0„ +'+T +T+T +I* -III IIII IIII IIII II-- - - - -
- - - -
- - -
BCC de (CON)
Rusty Blackbird —+" ++++ — — — — —
BCC Rangewide (COI)
BCC Rang wid (CON) —+++ ++++
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/
management/project-assessment-tools-and-guidance
conservation-measures.php
• Nationwide conservation measures for birds http://www.fws.gov/migratoDLbirds/pdf/
irds/pdf/
management/nationwidestandardconservationmeasures. pdf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures and/or
permits may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
BCC and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding_,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act

12/03/2020 Event Code: 04EN1000-2021-E-00326
5
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can

12/03/2020 Event Code: 04EN1000-2021-E-00326 6
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

12/03/2020 Event Code: 04EN1000-2021-E-00326
Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
FRESHWATER POND
• PUBHh
RIVERINE
• R4SBC
• RSUBH

Contact Name*
Kevin Thomas
Contact Email Address*
[e-mail]
Project Owner*
Mr. Mike Kennedy
Project Name*
Powerhouse Recycling, Inc.
Project County*
Rowan
Owner Address:*
Street Address
220 Ryan Patrick Drive
Address Line 2
aty
Salisbury
Postal/ Zip axle
28147
Is this a transportation project?*
C Yes c: No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
F Individual Permit F Modification
F- Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes c: No
State / Province / Region
NC
Country
United States
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson
Please give a brief project description below.*
This pre -filing meeting request is for a Water Quality Certificate 4139,
after -the fact, due to incidental impact, fill, of 445 sf of Wetland Area 1
indicated on the Approved Jurisdictional Figure 6 SAW # 2019-01827, and
Powerhouse Grading Plan Model 2.
Please give a couple of dates you are available for a meeting.
11 /11 /2020
11 /12/2020
11 /13/2020
Please attach the documentation you would like to have the meeting about.

194626_EC01 _F IG6_JURISDICTIONAL_11 _6... 2.56 MB
SAW-2019-01827.pdf 290.85KB
Powerhouse Grading Plan 101020-Model2.pdf 889.29KB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
�.v9%wad
Submittal Date 11/3/2020