HomeMy WebLinkAbout20201963 Ver 1_ePCN Application_20210115DWR
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?*
6 Yes
r No
Is this project a public transportation project?*
G Yes 6 No
Change only if needed.
BIMS # Assigned * Version#*
20201963 1
Is a payment required for this project?*
r No payment required What amout is owed?*
r Fee received
r $240.00
6 Fee needed - send electronic notification
r $570.00
Reviewing Office *
Select Project Reviewer*
Asheville Regional Office - (828) 296-4500
Amy Annino:eads\amannino
Information for Initial Review
1a. Name of project:
HEMC Substation
1a. Who is the Primary Contact?*
Rex LaRowe
1b. Primary Contact Email:*
rex.larowe@haywoodemc.com
Date Submitted
1/15/2021
Nearest Body of Water
Garrett Creek
Basin
French Broad
Water Classification
C;Tr
Site Coordinates
Latitude:
35.56421
Longitude:
-83.02265
Pre -Filing Meeting Information
ID#
20201963
Pre -fling Meeting or Request Date*
12/15/2020
Attach documentation of Pre -Filing Meeting Request here:*
20201963 Ver 1_Meeting Request Review 20201215.pdf
20201963 Ver 1_PreFiling Acknowledgement Email_20201218.pdf
A. Processing Information
1c. Primary Contact Phone:*
(828)452-2281
Version
Version 1
Less than 1 KB
1.06MB
County (or Counties) where the project is located:
Haywood
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
P 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: 12 - Utility Lines
NWP Numbers (for multiple NWPS):
Ild. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
Ile. Is this notification solelyfor the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record onlyfor Corps Permit:
r 401 Water Quality Certification - Express
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)
1e. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Haywood Electric Membership Corporation
2b. Deed book and page no.:
933/294
2c. Responsible party:
Rex LaRowe, PE
2d.Address
r Yes r No
r Yes r No
Street Address
376 Grindstone Road
Address Line 2
City
State / Province / Ragion
Waynesville
NC
Postal / Zip Code
country
28785
USA
2e. Telephone Number: 2f. Fax Number:
(828)452-2281 (828)926-4453
2g. Email Address:*
rex.larov.e@hayvioodemc.com
C. Project Information and Prior Project History l^�
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Waynesville
2. Project Identification
2a. Property Identification Number:
8608-34-8652
2c. Project Address
Street Address
119 Grindstone Rd
Address Line 2
Ofty
Waynesville
Postal / Zip Cate
28785
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Garrett Creek
3b. Water Resources Classification of nearest receiving water:*
C;Tr
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12-digit HUC in which the project is located.
060101060204
4. Project Description and History
2b. Property size:
6.72
State / Province / legion
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
The project site is adjacent to an existing substation and consists of an open field with 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
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2020-02073
Project History Upload
SAW-2020-02073 HEMC Substation NWP 12.pdf
154.04KB
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)
USGS Map.pdf 3.26MB
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)
Soil Survey of Haywood County Area, North Carolina (1997).pdf 148.01 KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.06
4g. List the total estimated linear feet of all existing streams on the property:
1,513
4h. Explain the purpose of the proposed project:*
The applicant proposes to construct a new driveway and substation pad expansion. This will make the site accessible to the applicant's mobile, trailer mounted transformer. The mobile
transformer will reduce downtimes during an outage and provide redundancies.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project involves constructing a driveway that connects with the eAsting road (Grindstone Road) and also connect with the north side of the substation. A culvert will be installed at
the stream crossing. The driveway will have a cross slope of 2%. An H structure and a 24' Gate will also be installed. Typical construction equipment will be used, such as excavators.
4j. Please upload project drawings for the proposed project.
22046 - HEMC Substation - 2020-11-11.pdf 8.27MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
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:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
t7 Unknown
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other 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?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries F Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
a. Site #* (') 2a1 Reason M 2b. Impact type * M �2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*M area*
_11
Culvert ��P Unknown and Corps 0.020
(acres)
___JJ
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.020
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.020
F
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1
Culvert
Permanent
Culvert
Garrett Creek
Perennial
Corps
P
10
Average (feet)
39
(linearfeet)
S2
Culvert
Tem ora
P rY
Excavation
Garrett Creek
Perennial
Corps
P
10
Average (feet)
20
(linearfeet)
3i. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts:
39
3i. Total stream and ditch impacts:
59
3j. Comments:
3i. Total temporary stream impacts:
20
E. Impact Justification and Mitigation 6
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Stream flow will be bypassed around the culvert installation. Appropriate erosion control measures will be implemented such as quick installation of
rolled erosion control products, silt fence, and application of ground cover.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Erosion control measures such as silt fences will be installed to direct storm water away from the on site stream. The proposed stream crossing will be
performed with a pump around system with a dewatering bag. During construction, the contractor will be responsible for effectively operating and
maintaining these erosion control structures.
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:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. 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:
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 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
The project is not located in a phase 2 community. Neither the State nor Haywood County issues stormvater permits for this area.
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
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.
This Project is not phased and when construction is complete there will be no additional development that will impact nearby downstream water quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
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
5d. Is another Federal agency involved?*
r Yes r No r Unknown
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
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?
U.S. Fish and Wildlife Service Environmental Conservation Online System https://ecos.fvs.gov/ecp/
Consultation Documentation Upload
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 Essential Fish Habitat Mapper https://m%v.fisheries.noaa.gov/resource/map/essential-fish-habitat-mapper
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Department of Natural and Cultural Resources https://www.ncdcr.gov/about/history/division-historical-resources/gis-maps-and-data
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
The Driveway is designed to provide safe access at all times and minimize damage to the road itself.
8c. What source(s) did you use to make the floodplain determination?*
Flood Risk Information System. https://fris.nc.gov/fris
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
DF IRM_NC_3700860800J.pdf
Delin_Fig5.pdf
Signature
® By checking the box and signing below, I certify that:
1.7MB
1.74MB
u
• 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:
Jacob Jones
Signature
CZ -VI CZI'
Date
1/15/2021
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Seay Mtn
32
33
34
35
36
37
38
39
40
41
42
43
31
3944000mN
32
33
34
35
36
37
38
39
40
41
42
43
3931000mN
44
09 10 11 12 13 14 15 16 1708 318 000mE
09 10 11 12 13 14 15 16 17308000mE 18
35.5000°
35.6250°
-83.1250°-83.0000°
35.6250°
35.5000°
-83.0000°-83.1250°
QUADRANGLE LOCATION
DELLWOOD QUADRANGLE
NORTH CAROLINA - HAYWOOD COUNTY
7.5-MINUTE SERIES
DELLWOOD, NC
2019
ROAD CLASSIFICATION
Check with local Forest Service unit
for current travel conditions and restrictions.
FS Primary Route FS High
Clearance Route
FS Passenger
Routeª«-▬Interstate Route State RouteUS RouteWX./H
Expressway Local Connector
Ramp 4WD
Secondary Hwy Local Road
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.18
CONTOUR INTERVAL 40 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
10.50
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
×
Ø
GN
MN
1°12´
21 MILS
6°25´
114 MILS
UTM GRID AND 2019 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
LV
Grid Zone Designation
17S
U.S. National Grid
100,000 - m Square ID
NORTH
CAROLINA
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid:Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
Imagery.....................................................NAIP, June 2016 - November 2016
Roads......................................... U.S. Census Bureau, 2016
Roads within US Forest Service Lands........................FSTopo Data
with limited Forest Service updates, 2012 - 2016
Names............................................................................GNIS, 1980 - 2019
Hydrography...............................National Hydrography Dataset, 1899 - 2017
Contours............................................National Elevation Dataset, 2008
Boundaries..............Multiple sources; see metadata file 2017 - 2018
Wetlands.................FWS National Wetlands Inventory 1983 - 2014
1 Luftee Knob
8 Waynesville
2 Cove Creek Gap
3 Fines Creek
4 Bunches Bald
5 Clyde
6 Sylva North
7 Hazelwood
ADJOINING QUADRANGLES
1
4
67
3
8
2
5
*7643016378675*NSN.7643016378675NGA REF NO.USGSX24K11875Project Location
W2
W1
S1
HEMC Waynesville (+/- 1.3 AC)
Ü
0 50 10025Fee t
Project Boundary
Wetland
Stream
Contours - Surveyed
32 Clayton StreetAsheville, North Carolina 28801
Delineation MapDelineated August 6, 2020Figure 5
Haywood County,North Carolina
Drawn by: TJK 8.7.20; CEC Project #1126
Jurisdictional wetlands and waters identified on this map have been located within sub-meter accuracy utilizing a Trimblemapping grade Global Positioning System (GPS) and the subsequent differential correction of that data. GPS points maydemonstrate uncorrectable errors due to topography, vegetative cover, and/or multipath signal error.
Note: The illustrated wetland and stream locations are approximate. These areas have been flagged in the field; however, theyhave not been surveyed. Although ClearWater Environmental Consultants, Inc. (CEC) is confident in our assessment, the USArmy Corps of Engineers (Corps) is the only agency that can make final decisions regarding jurisdictional wetland and waters ofthe US delineations. Therefore, all preliminary determinations are subject to change until written verification is obtained. CECstrongly recommends that written verification be obtained from the Corps prior to closing on the property, beginning any sitework, or making any legal reliance on this determination.
This map was prepared by CEC using the best information available to CEC at the time of production. This map is forinformational purposes only and should not be used to determine precise boundaries, roadways, property boundary lines, norlegal descriptions. This map shall not be construed to be an official survey of any data depicted.
Source Data: Project Boundary and Contours - Civil Design Concepts, PA. Aerial Imagery NCCGIA (2019).
Project Bound ary
S1 (Garret t Creek)168 W 1 0.013
W 2 0.047
Total 1 6 8 Total 0 .0 60
St ream (LF)W etlan d (A c)
Potentially J uris dicti onal Water
NCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE (828) 252-5388
FAX (828) 252-5365
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE (828) 452-4410
FAX (828) 456-5455
Concepts, PACCDDesignCivil
www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:HEMC SUBSTATION
NVICINITY MAP(NOT TO SCALE)Know what'sbelow.before you dig.CallRHAYWOOD COUNTY, NORTH CAROLINAHEMC SUBSTATIONHAYWOOD ELECTRIC MEMBERSHIP CORP376 GRINDSTONE ROADWAYNESVILLE, NC 28785REX LAROWE, P.E.(828) 452-2281PREPARED FOR:C000COVER FOR:INDEX OF SHEETSSheet No.TitleDEVELOPMENT DATA
IdL1L2L3L4L5L6L7L8L9L10L11L12L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
BearingS 84°27'04" ES 84°27'04" ES 06°59'56" WS 06°59'56" WS 05°02'44" WS 01°43'12" WN 89°45'21" WN 89°45'21" WN 27°39'48" WN 09°57'45" WN 21°07'28" WN 01°20'38" EN 28°20'38" E
N 15°06'42" E
S 84°27'04" E
S 84°27'04" E
S 00°34'19" E
S 05°11'57" E
S 07°02'12" E
S 05°13'51" E
S 03°35'17" E
S 02°09'42" E
N 86°49'16" W
N 86°49'16" W
S 02°09'42" E
N 86°49'16" W
N 83°54'06" W
S 83°54'06" E
S 83°54'06" E
Distance10.00'10.10'20.76'43.67'64.78'69.60'20.12'8.89'58.53'45.76'47.60'24.09'25.92'
25.24'
55.00'
19.88'
40.12'
60.87'
58.56'
55.26'
56.78'
50.62'
12.92'
60.00'
80.39'
16.10'
9.33'
9.33'
15.67'
LINE
50 40 30 20 10 0 50 100 150 200
HAYWOOD ELECTRIC
MEMBERSHIP CORP.
SURVEY FOR
JOBSR-1321 MOUNT VALLEYRD.RETURN RD.SR-1321 US 276VICINITY MAP
NEIL T. HOWELL
&
HARLEY RALPH MESSER
OWNERS OF RECORD
GS 47-30f(11a.) THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND.
1. NORTH IS PLAT NORTH OF CABA-149A
2. AREA BY CC METHOD
3. PROPERT/PROJECT IS SUBJECT TO ALL APPLICABLE
EASEMENTS AND RIGHTS OF WAY OF RECORD.
4. THIS PROPERTY DOES LIE WITHIN A SPECIAL FLOOD
HAZARD AREA
I D. BRET HENSON CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISIONFROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION :THAT THE BOUNDARIESNOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUNDIN REFERENCED DOCUMENTS; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000 ; THAT THIS PLAT MEETS THE REQUIRMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYINGIN NORTH CAROLINA . THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH GS47-30 AS AMENDED. WITNESS MY ORGINAL SIGNATURE,REGISTRATION NUMBER AND SEAL THIS 20 DAY OF JANUARY, A.D., 2020------------------------------------------------------------------PLS 3282
JONATHAN CREEK TOWNSHIP HAYWOOD COUNTY, N.C.
JANUARY 20, 2020 SCALE 1" = 50'
DB 982 PG. 1167 TAX MAP & PIN 8608-34-8656
8608-44-0986
GRINDSTONE RD.
CONC. MON.
CC1
EUNICE R. MORROW HEIRS
2007E/121
484-892
L24 #5RBS
CONC. MON.
#5RBS
JONATHAN CREEK
TRACT 2
TO BE COMBINED WITH
8608-44-0329
PART OF
8608-34-8652
982-1167
HAYWOOD ELECTRIC MEMBERSHIP CORP.
8608-44-0329
168-123, 228-14 CABA-149A
0.64 AC.
Lot 3
L26CONC.
MON.
L25
L23
#5RBS
L22
L21
L20
L19
L18
TRACT 2
REMAINDER OF
8608-34-8652
982-1167
SR-1321
6.17 AC.
Lot 2
BARN
0.69 AC.
RANDALL KEITH TURNER
421-267
L9
L10
L-8 TO L-14
CENTER
OF
CREEK
8608-44-0986
982-1167
TRACT 1
11/4" OTP
L8
1SFD
1/2" OTP
L17
L7
L6
L15 11/2" PTP
DRIVE
L14
L1L16
L13
L12
L11
1" OTP
GAR.
1/2" OTP
#5RBF
NC DOT
R/W MON.
L5
L4
Lot 1
#5RBF
NC DOT
R/W MON.
L29L28L27
L3
L2#5RBF
NCGSMON. SHADY GROVENAD 83 2011N 686746.39E 805495.77CF. 99976927MATTHEW S. SMALLWOOD 704-505 #5RBFNC DOTR/W MON.I, REVIEW 0FFICER OF HAYWOOD COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING______________________________________________________________________REVIEW OFFICER DATE
IPF IRON PIN OR PIPE FOUND
IPS IRON PIN OR PIPE SET
RRS RAIL ROAD SPIKE
F/COR FENCE CORNER POST
R/W RIGHT OF WAY
RBF REBAR FOUND
RBS REBAR SET
CC CONTROL CORNER
OTP OPEN TOP PIPE
PTP PINCHED TOP PIPE
WIRE FENCE
PROPERTY
TIE LINE
WATER COURSE
CHAIN LINK FENCE
BOARD FENCE
LEGEND
D. BRET HENSON SURVEYING
655 WILSON COVE ROAD CANTON, NORTH CAROLINA 28716
828-648-7474 OR 828-734-7165
GRINDSTONE ROAD (SR#1321
)
(PUBLIC)(NCDOT)(ASPHALT)EXISTING CONDITIONS & DEMOLITION LEGENDVICINITY MAP(NOT TO SCALE)NORTHKnow what'sbelow.before you dig.CallRPROJECT DATADEVELOPMENT DATANOTESNCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE (828) 252-5388
FAX (828) 252-5365
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE (828) 452-4410
FAX (828) 456-5455
Concepts, PACCDDesignCivil
www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:HEMC SUBSTATION
NEXISTING CONDITIONS &DEMOLITION PLANC101
GRINDSTONE ROAD (SR#1321
)
(PUBLIC)(NCDOT)(ASPHALT)SITE LEGENDSITE PLANC201VICINITY MAP(NOT TO SCALE)NORTHKnow what'sbelow.before you dig.CallRPROJECT DATADEVELOPMENT DATANOTESNCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE (828) 252-5388
FAX (828) 252-5365
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE (828) 452-4410
FAX (828) 456-5455
Concepts, PACCDDesignCivil
www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:HEMC SUBSTATION
N
GRINDSTONE ROAD (SR#1321
)
(PUBLIC)(NCDOT)(ASPHALT)ROUGH GRADING & EROSION CONTROL LEGENDROUGH GRADING & EROSIONCONTOL PLANC301VICINITY MAP(NOT TO SCALE)NORTHKnow what'sbelow.before you dig.CallRPROJECT DATADEVELOPMENT DATANOTESNCBELS LICENSE #: C-2184
168 PATTON AVENUE
ASHEVILLE, NC 28801
PHONE (828) 252-5388
FAX (828) 252-5365
52 WALNUT STREET - SUITE 9
WAYNESVILLE, NC 28786
PHONE (828) 452-4410
FAX (828) 456-5455
Concepts, PACCDDesignCivil
www.civildesignconcepts.comSHEETDRAWN BY:CDC PROJECT NO.:HEMC SUBSTATION
N1 inch = 10 ft. (V)1 inch = 10 ft. (V)
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE (828) 252-5388 FAX (828) 252-536552 WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE (828) 452-4410 FAX (828) 456-5455Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:HEMC SUBSTATION SITE DETAILS
C921
TYPICAL HEAVY DUTY PAVEMENT CROSS SECTION
I
D2.03
D2.01
DOUBLE CHAIN LINK SWING GATE
CONCRETE LOCK BAR
RECEPTICLE
12"
POURED
CONCRETE
14"18"3"3'-0"FRAME
GATE
LINK
CHAIN
24'-0"
ROD
TRUSS
HASP
POST
GATE
PADLOCK
D2.04
TYPICAL SHOULDER DETAILD2.02
-4%
4'
-2%
VARIES (SEE PLAN)
TYPICAL SUPER ELEVATED ROAD SECTION
NOT TO SCALE2:1EROSION CONTROL
MATTING
EXISTING
GRADE
TYPICAL GRAVEL CROSS SECTIOND2.05
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE (828) 252-5388 FAX (828) 252-536552 WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE (828) 452-4410 FAX (828) 456-5455Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:HEMC SUBSTATION EROSION CONTROL DETAILS
C931
GENERAL EROSION CONTROL NOTES
EROSION CONTROL MAITENANCE NOTES:
CONSTRUCTION SEQUENCE
PERMANENT SEEDING MEASURES
NCDEQ EROSION CONTROL NOTES
1) GROUND STABILIZATION
2) BUILDING WASTE HANDLING
·
·
·
·
3) DISCHARGES TO FEDERALLY-LISTED WATERS
·
·
5) IMPLEMENTATION OF NEW PERMIT CONDITIONS
·
·
·
6) CONDITIONS IN EROSION & SEDIMENTATION
CONTROL PLANS
·
·
7) SEDIMENT BASINS
·
·
4) SELF-INSPECTION REQUIREMENTS
·
·
·
·
·
·
·
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE (828) 252-5388 FAX (828) 252-536552 WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE (828) 452-4410 FAX (828) 456-5455Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:HEMC SUBSTATION EROSION CONTROL DETAILS
C932
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCED3.02
D3.01
1.
3B.
3A.
(5cm-12.5cm)
2"-5"
4.
(15 cm)
3"
(7.5cm)
5.
(15 cm)
6"
12"
(30 cm)
2.
6"
EROSION CONTROL SLOPE MATTING INSTALLATIOND3.03
PUMP AROUND / DEWATERING
PLAN VIEW DETAIL
DEWATERING BAG
CULVERT INSTALLATION DETAILD3.04
D3.05
NCBELS LICENSE #: C-2184 168 PATTON AVENUEASHEVILLE, NC 28801 PHONE (828) 252-5388 FAX (828) 252-536552 WALNUT STREET - SUITE 9 WAYNESVILLE, NC 28786 PHONE (828) 452-4410 FAX (828) 456-5455Concepts, PACCDDesignCivilwww.civildesignconcepts.comSHEET
DRAWN BY:
CDC PROJECT NO.:HEMC SUBSTATION NCG01 DETAILS
C998
FLOOD HAZARD INFORMATION
SPECIAL FLOODHAZARD AREAS
OTHER AREAS OFFLOOD HAZARD
OTHERAREAS
GENERALSTRUCTURES
Without Base Flood Elevation (BFE)
With BFE or Depth
Regulatory Floodway
Areas Determined to be Outside the 0.2% Annual Chance Floodplain
Non-accredited Levee, Dike, or Floodwall
Zone A,V, A99 Zone AE, AO, AH, VE, AR
Zone X
HTTP://FRIS.NC.GOV/FRIS
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTINGDOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
FLOOD INSURANCE RATE MAPNORTH CAROLINA
PANEL
MAP NUMBER
MAP REVISED
SEE FIS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
Cross Sections with 1% Annual ChanceWater Surface Elevation (BFE)
Coastal Transect
OTHERFEATURES
Profile Baseline
Hydrographic Feature
Limit of Study
Limit of Moderate Wave Action (LiMWA)
Jurisdiction Boundary
Accredited or Provisionally AccreditedLevee, Dike, or Floodwall
Coastal Transect Baseline
SCALE
1 inch = 500 feet
Map Projection:North Carolina State Plane Projection Feet (Zone 3200)Datum: NAD 1983 (Horizontal), NAVD 1988 (Vertical)
PANEL LOCATOR
LOGO LOGO
NOTES TO USERS
For information and questions about this map, available products associated with this FIRM including historic versions of this FIRM, how to order products or the National Flood Insurance Program in general,please call the FEMA Map Information eXchange at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Map Service Center website at http://msc.fema.gov. An accompanying Flood Insurance Study report, Letter of MapRevision (LOMR) or Letter of Map Amendment (LOMA) revising portions of this panel, and digital versions of thisFIRM may be available. Visit the North Carolina Floodplain Mapping Program website at http://www.ncfloodmaps.com,or contact the FEMA Map Service Center.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well asthe current FIRM Index. These may be ordered directly from the Map Service Center at the number listed above.
For community and countywide map dates refer to the Flood Insurance Study report for this jurisdiction.
To determine if flood insurance is available in the community, contact your Insurance agent or call the NationalFlood Insurance Program at 1-800-638-6620.
Base map information shown on this FIRM was provided in digital format by the North Carolina FloodplainMapping Program (NCFMP). The source of this information can be determined from the metadata available in thedigital FLOOD database and in the Technical Support Data Notebook (TSDN).
ACCREDITED LEVEE NOTES TO USERS: If an accredited levee note appears on this panel check with your localcommunity to obtain more information, such as the estimated level of protection provided (which may exceed the1-percent-annual-chance level) and Emergency Action Plan, on the levee system(s) shown as providing protection.To mitigate flood risk in residual risk areas, property owners and residents are encouraged to consider floodinsurance and floodproofing or other protective measures. For more information on flood insurance, interestedparties should visit the FEMA Website at http://www.fema.gov/business/nfip/index.shtm.
PROVISIONALLY ACCREDITED LEVEE NOTES TO USERS: If a Provisionally Accredited Levee (PAL) noteappears on this panel, check with your local community to obtain more information, such as the estimated level ofprotection provided (which may exceed the 1-percent-annual-chance level) and Emergency Action Plan, on thelevee system(s) shown as providing protection. To maintain accreditation, the levee owner or community isrequired to submit the data and documentation necessary to comply with Section 65.10 of the NFIP regulations.If the community or owner does not provide the necessary data and documentation or if the data and documentationprovided indicates the levee system does not comply with Section 65.10 requirements, FEMA will revise the floodhazard and risk information for this area to reflect de-accreditation of the levee system. To mitigate flood risk inresidual risk areas, property owners and residents are encouraged to consider flood insurance and floodproofingor other protective measures. For more information on flood insurance, interested parties should visit the FEMAWebsite at http://www.fema.gov/business/nfip/index.shtm.
LIMIT OF MODERATE WAVE ACTION NOTES TO USERS: For some coastal flooding zones the AE Zonecategory has been divided by a Limit of Moderate Wave Action (LiMWA). The LiMWA represents the approximatelandward limit of the 1.5-foot breaking wave. The effects of wave hazards between the VE Zone and the LiMWA(or between the shoreline and the LiMWA for areas where VE Zones are not identified) will be similar to, but lesssevere than those in the VE Zone.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) NOTE
This map may include approximate boundaries of the CBRS for informational purposes only. Flood insurance is notavailable within CBRS areas for structures that are newly built or substantially improved on or after the date(s)indicated on the map. For more information see http://www.fws.gov/habitatconservation/coastal_barrier.html, theFIS Report, or call the U.S. Fish and Wildlife Service Customer Service Center at 1-800-344-WILD.
CBRS Area Otherwise Protected Area
Channel, Culvert, or Storm Sewer
0.2% Annual Chance Flood Hazard, Areas of 1% Annual Chance Flood with Average Depth Less Than One Foot or With Drainage Areas of Less Than One Square MileFuture Conditions 1% Annual Chance Flood HazardArea with Reduced Flood Risk due to LeveeSee Notes
Zone X
Zone X
Zone X
8608
1:6,000
%,012 18.2
!(8
800000 FEET
680000 FEET
800000 FEET690000 FEET 810000 FEET 690000 FEET
810000 FEET
680000 FEET
This digital Flood Insurance Rate Map (FIRM) was produced through a uniquecooperative partnership between the State of North Carolina and the FederalEmergency Management Agency (FEMA). The State of North Carolina hasimplemented a long term approach to floodplain management to decrease thecosts associated with flooding. This is demonstrated by the State's commitmentto map flood hazard areas at the local level. As a part of this effort, the State ofNorth Carolina has joined in a Cooperating Technical State agreement withFEMA to produce and maintain this digital FIRM.
NATIONAL FLOOD INSURANCE PROGRAM))))))))))))ZONE AE
ZONE AE
ZONE AE
ZONE AE
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TOWN OFMAGGIE VALLEY370389
HAYWOOD COUNTYUNINCORPORATED AREAS370120
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HemphillCreek
JonathanCreek
JonathanCreek
JonathanCreek
83°0'30"W
83°0'30"W
83°1'0"W
83°1'0"W
83°1'30"W
83°1'30"W
83°2'0"W
83°2'0"W
35°34'30"N
35°34'30"N
35°34'0"N
35°34'0"N
35°33'30"N
35°33'30"N
MADISON COUNTY
BUNCOMBE COUNTYSWAIN COUNTY
JACKSON COUNTY
TRANSYLVANIA COUNTY
8742
8741 8751
8750 8760
8669 8679
8678 8688
8677
8676
8675
8664 8674
8672
7772 7782 7792 8702 8712 8722 8732
7658 7678 7699 8609 8619 8629 8638
8706 8726777677867796
7734 7755 7765 7775 7785 7795 8705 8715 8725
7754 7764 7774 7784 7794 8704 8714 8724 8734 8744
7732 7752 7773 7783 7793 8703 8713 8723 8733 8743
7750 7771 7781 7791 8701 8711 8721 8731
7770 7780 7790 8700 8710 8720 8730 8740
8659
7698 8608 8618 8628 8658 8668
7657 7667 7677 7687 7697 8607 8617 8627 8637 8647 8657 8667
7656 7666 7676 7686 7696 8606 8616 8626 8636 8646 8656 8666
7664 7685 7695 8605 8615 8625 8635 8645 8655 8665
7684 7694 8604 8614 8624 8634 8644 8654
7683 7693 8603 8613 8623 8633 8643 8653 8663
7692 8602 8612 8622 8632 8642 8652 8662
7680 8600 8621 8631 8640 8661 8670862086308660
8508 8528 8548 8569
I
0 500 1,000250Feet
0 150 30075Meters
BM5510 D North Carolina Geodetic Survey bench mark
BM5510 ?BM5510z
National Geodetic Survey bench markContractor Est. NCFMP Survey bench mark
Panel Contains:
COMMUNITY CID PANEL SUFFIX
8608HAYWOOD COUNTY 370120 J8608MAGGIE VALLEY, TOWN OF 370389 J
3700860800J
4/3/2012
Strickland, Bev
From: laserfiche@ncdenr.gov
Sent: Friday, December 18, 2020 5:00 PM
To: ghoffman@cdcgo.com
Cc: Annino, Amy M
Subject: Pre -Filing Meeting Request Acknowledgement - HEMC Substation - 20201963 Ver 1
Attachments: DWR Pre -Filing Meeting Request Form.pdf
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for HEMC Substation that you
submitted on 12/15/2020. The ID number for that project is 20201963, Version 1.
Reviewer Contact Information:
Reviewer: Amy Annino
Email: amy.annino@ncdenr.gov
Reviewing Office: Asheville Regional Office - (828) 296-4500
You will either be contacted by staff to set up a meeting or notified by email that the 30 calendar day clock has been reached and you
are allowed to submit your application.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as responses are not
monitored.
ID#* 20201963 Version* 1
Regional Office* Asheville Regional Office - (828) 296-4500
Reviewer List* Amy Annino
Pre -Filing Meeting Request submitted 12/15/2020
Contact Name * Greg Hoffman
Contact Email Address* ghoffman@cdcgo.com
Project Name* HEMC Substation
Project Owner* Haywood Electric Membership Corp.
Project County* Haywood
Owner Address: Street Address
376 Grindstone Road
Address Line 2
aty State / Frovince / Region
Waynesville NC
Rbstal / Zip Code Country
28785 United States
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Amy Annino
Please give a brief project description below.
The project involves constructing a driveway that connects with the
existing road and also connects with the north side of the substation.
A culvert will be installed at the stream crossing. The driveway will
have a cross slope of 2%. An H structure and a 24' Gate will also be
installed.
Please give a couple of dates you are available for a meeting.
12/16/2020
12/17/2020
12/18/2020
12/21 /2020
12/22/2020
Please attach the documentation you would like to have the meeting about.
22046 - HEMC Substation - 2020-11-11.pdf 8.97MB
22046 - HEMC Supporting Documents.pdf 4.75MB
22046 - USACE Application - 2020-11-16.pdf 170.91 KB
pdr 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.
I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I 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
Submittal Date 12/15/2020