20221738 Ver 1_401 Application_20221207

Pre -Filing Meeting Request:
Pre -Filing Meeting Request: Springdale Golf Course Driving Range Expansion - Canton, Haywood County, 43 L,
North Carolina n
Timber West [e-mail]> Wed, Nov 9, 4:50 PM (5 days ago) * f-t
to 401PreFile, Preston
To Whom It May Concern,
My name is Timber West, I am with PR Engineering. We would like to request a pre -filing meeting for a project that Is geared towards recreational facilities. The project consists of expanding
the driving range at Springdale Golf Course located in Canton, Haywood County, North Carolina. An existing building and gravel parking area are to be removed and a new range tee, future
building site, and 98 space parking lot are to be constructed. The project proposes piping underground 290 linear feet of an unnamed, intermittent branch that flows into a perennial branch
on the golf course property known as Long Branch. Similarly, the project proposes piping underground 480 linear feet of Long Branch on the property. "Springdale Golf Course Driving Range
Expansion" is the project name that will be used on the PCN submittal.
Please feel free to reach out to either contact below with any questions or concerns regarding this project.
Contacts:
Preston Gregg Timber West
[phone] [phone]
[e-mail] timberdwestKgmail.com
Thank you,
Timber West

t I DWR
DH3flon of Water aesnurcea
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
hftps://edocs.deq.nc.gov/WaterResources/0/edoc/6247041PCN % 2OHelp / 2OFile / 202018-1-30.pdf
A. Processing Information
Pre -Filing Meeting Date Request was submitted on:*
11 /9/2022
If this is a courtesy copy, please fill in this with the submission date.
County (or Counties) where the project is located:*
Haywood
Is this a NCDMS Project*
Yes No
Click Yes, only if NCDMS is the applicant or co -applicant.
Is this project a public transportation project?*
Yes No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
1a. Type(s) of approval sought from the Corps: *
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?*
Yes No
Nationwide Permit (NWP) Number: 42 - Recreation Facility
NWP Numbers (for multiple NWPS):
N/A
List all NW numbers you are applying for not on the drop down list.
1d. Type(s) of approval sought from the DWR:
check all that apply
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes No
Yes No

1f. Is this an after -the -fact permit application?*
Yes • No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program.
Yes No
Acceptance Letter Attachment
Click the upload button or drag and drop files here to attach document
FILE TYPE MUST BE PDF
1 It. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?*
Yes No
You must submit a copy of the appropriate Wildlife Resource Commission Office.
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
B. Applicant Information
la. Who is the Primary Contact?*
Preston R. Gregg
1c. Primary Contact Phone:
1 b. Primary Contact Email: * (xxx)xxx_xxxx
[e-mail] [phone]
1d. Who is applying for the permit?*
Owner Applicant (other than owner)
(Check all that apply)
le. Is there an Agent/Consultant for this project?
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
West Springdale LLC A SC LLC
2b. Deed book and page no.:
1018/572
2c. Contact Person:
(for Corporations)
N/A
2d.Address*
Street Address
910 Prestwood Drive
Address Line 2
City
State / Province / Region
Hartsville
South Carolina
Postal / Zip Code
Country
29550
United States
2e. Telephone Number:*
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:*
Preston R. Gregg
3b. Business Name:
(if applicable)
PR Engineering, PLLC

3c. Address*
Street Address
83 Shermans Run
Address Line 2
City
Canton
Postal / Zip Code
28716
3d. Telephone Number: *
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1a. Name of project:*
Springdale Golf Course Driving Range Expansion
1b. Subdivision name:
(if appropriate)
N/A
1c. Nearest municipality I town:*
Canton
2. Project Identification
State / Province / Region
North Carolina
Country
United States
3e. Fax Number:
(xzx)xxx-xxxx
2a. Property Identification Number:
2b. Property size:
(tax PIN or parcel ID)
(in acres)
8663-59-2373
161.008
2c. Project Address
Street Address
200 Golfwatch Road
Address Line 2
City
State / Province / Region
Canton
North Carolina
Postal / Zip Code
Country
28716
United States
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on how the location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude: * Longitude:*
35.445830-82.810750
ex: 34,208504-77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Long Branch and 2 other un-named branches run across the property mentioned herein.
3b. Water Resources Classification of nearest receiving water:
WS-III; Tr
Surface Water Lookup
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.*
060101060103
River Basin Lookup
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:*
Springdale Golf Course is the location of the project site. The Springdale Golf Course property is a commercial property used primarily for recreation. The property described herein has
two small ponds and three branches, two of which are intermittent and unnamed and one perennial known as Long Branch.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0 acres
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
6000 linear feet
4h. Explain the purpose of the proposed project:
West Springdale, LLC intends on expanding the driving range at Springdale Golf Course. The expansion of the driving range includes the proposed construction of a new range tee, future
building, and 98 new parking spaces following the removal of existing paving, gravel, and building per the plans. Within this project is it proposed to pipe underground 480 linear feet of
Long Branch and 290 linear feet of an unnamed, intermittent branch that flows into Long Branch.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Initially, a construction entrance, silt fence, and temporary sediment traps are installed on site per the project plans. 90 linear feet of 15-inch high -density polyethylene (HDPE) pipe with a
rip rap inlet and outlet shall be fit to the ditch line and buried under the project site construction entrance off Country Club Drive. After the measures above have been completed, the
existing pavement, gravel, and building shall be removed, and ground cover reestablished as shown on the proposed plans.
A turf reinforced mat (TRM) channel utilizing a series of compost sock ditch checks shall follow the south side of Country Club Drive to control storm water and erosion. It is proposed to
pipe in 480 linear feet of a branch known as, Long Branch, using 36-inch HDPE pipe. The 480 linear feet of 36-inch HDPE and the TRM channel shall feed into a catch basin on the south
side of Country Club Drive. Serving as the catch basin outlet, 80 linear feet of 36-inch HDPE pipe shall replace the existing 24-inch corrugated polyethylene plastic (CPP) pipe that runs
under the road to the north side of Country Club Drive.
Similarly, it is proposed to pipe underground 290 linear feet of an unnamed, intermittent branch using 24-inch HDPE pipe. A catch basin placed along the 290 linear feet run of HDPE pipe
will also serve 48 linear feet of 8-inch PVC connected to a spring box where an existing pond will be removed per the project plans. Downhill from the proposed work on the unnamed
branch, compost sock ditch checks will be placed in an existing watercourse to manage storm water runoff before flowing into Long Branch.
The portion of channel left exposed on both Long Branch and the unnamed branch shall be enhanced using turf reinforced matting. Sections of both branches that are to be piped
underground shall include head walls with inlet protection, catch basins with grates, head walls with rip rap aprons, and check dams for outlet protection.
Following the construction listed above, site grading and slope stabilization shall occur per the plans. Slopes steeper than three to one shall have erosion control matting and seeding
mixture applied. Site grading includes shaping slopes, preparing the new range tee location, future building site, and parking lot location. Once grading is complete, construction of the new
range tee, future building, and parking lot will commence.
Equipment such as bulldozers, track -hoes, excavators, skid -steers, and dump trucks will be utilized to complete the proposed work.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
No
Comments:
N/A
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
Example: SAW-2017-99999
N/A
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): N/A
Agency/Consultant Company: N/A
Other: N/A
6. Future Project Plans
6a. Is this a phased project?*
Unknown
Yes 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 project or related activity? This includes other
separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
There will not be any other nation wide permits, regional general permits, or individual permits used, or intended to be used, regarding the proposed project.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries Buffers
Open Waters Pond Construction
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.

"S." will be used in the table below to represent the word "stream".
E3a.
S1
Reason for impact (?)
Pipe an existing branch
underground.
3b.lmpact type*
Permanent
3c. Type of impact*
Culvert
3d. S. name*
Long Branch
3e. Stream Type *
(?)
Perennial
3f. Type of
Jurisdiction*
Both
3g. S. width *
Average (feet)
3h. Impact
length*
480
(linear feel)
S2
Pipe an existing branch
underground.
Permanent
Culvert
J
Unnamed
::I::]
Intermittent
Both
1/2
Average (feet)
290
(linear feet)
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
770
31. Total temporary stream impacts:
0
31. Total stream and ditch impacts:
770
3j. Comments:
The unnamed, intermittent branch listed above flows into Long Branch, both being streams impacted by the proposed project.
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:*
Proposed impacts shall be avoided or minimized by using proper erosion control, grading, slope stabilization, and ground cover seeding techniques.
Enhancing storm water ditches and branch channels with turf reinforced matting per the plans will subsequently minimize impacts. All measures
ultimately are used to direct a perennial branch, an intermittent branch, and storm water that flows across the property.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
Erosion control measures such as using silt fence, temporary sediment traps, erosion control matting, and seeding techniques will be utilized where
necessary per plans. A temporary gravel construction entrance will also aid in minimizing the impacts caused by the construction. Ditches with turf
reinforced matting will include a series of compost sock ditch checks to catch sediment and reduce impacts caused by storm water runoff. Rip rap inlets
and outlets shall protect culverts and storm drainage systems by preventing sediment from entering and accumulating.
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?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The US Army Corps of Engineers has not requested compensatory mitigation for this project.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
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?
Yes No
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
The project site location does not include or is not adjacent to protected riparian buffers identified within on of the NC Riparian Buffer Protection Rules.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
Yes No
To look up low density requirement click here 15A NCAC 02H .1003(2).
u

Comments:
The project is in compliance with the requirements provided in 15A NCAC 02H.1003(2).
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?*
Yes 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)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?*
Yes No
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No 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?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes No
5e. Is this a DOT project located within Division's 1-8?*
Yes No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?*
Yes No
5g. Does this project involve bridge maintenance or removal?*
Yes No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
5h. Does this project involve the construction/installation of a wind turbine(s)?**
Yes No
Unknown
5i. 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.?*
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
The "Protected Wildlife Species of North Carolina" manual from ncwildlife.org, as well as the US Fish and Wildlife Service's Environmental Conservation
Online System.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat? *
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?
National Oceanic and Atmospheric Association: Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http_//gis.ncdcr.gov/hpoweb/

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 (e.g., National Historic Trust
designation or properties significant in North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
INC Historic Preservation Office's HPOWEV 2.0 - General Audience map
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
Flood Risk Management System and Haywood County GIS
Miscellaneous
Comments
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
SPRINGDALE GOLF COURSE DRIVING RANGE EXPANSION PERMITTING REV 1.pdf 4.41 MB
File must be PDF or KMZ
Signature
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 INC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the INC 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:*
Preston R. Gregg
Signature*
f Dt�%t -IF
Date
11/9/2022

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DEVELOPMENT DATA BLOCK
OWNER/DEVELOPER: WEST SPRINGDALE LLC A SC LLC
200 GOLFWATCH RD
C/O 910 PRESTWOOD DR
HARTSVI LLE, SC 29550-3026
ENGINEER: PRESTON GREGG, JASON MILLER
PR ENGINEERING, PLLC
83 SHERMANS RUN
CANTON, NC 28716
(PH.) [phone]
PRENG I N EERI [e-mail]
SURVEYOR: MARTY OWENS SURVEYING
19 FORGA PLAZA LOOPS
WAYNESVILLE, NC 28786
(PH.) [phone]
PIN #: 8663-59-2373
NO ZONING
DISTURBED AREA: ±6.47 AC
IMPERVIOUS AREA (NET): ±0.21 AC
PERVIOUS AREA (NET): ±6.26
BLD HEIGHT: 2 STORY
FLOOD HAZARD: PROJECT IS NOT WITHIN THE 100-
FLOOD HAZARD AREA PER NORTH
YEAR CAROLINA FLOODPLAIN MAPPING
GRADING AND EROSION
CONTROL PLANS FOR
CRUSO
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SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
CLIENT & PROJECT
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION______
Know what's be I ow.
Call before you dig.
INDEX OF SHEETS PROJECT NO. DATE
CAD FILE NAME: PRELIMINARY SKETCH PLAN REV 6
SpftlNGD ___________________________________________________ DRAWN BY:JLM
- CRUSO, NC - ALIFSHEET NO. DESCRIPTION CHECKED BY: PRG
TS TITLE SHEET
EX-100 EXISTING CONDITIONS SURVEY
C-100 DEMOLITION PLAN
C-110 SITE PLAN
C-120 GRADING & STORMWATER PLAN
C-130 EROSION CONTROL PLAN
C-200 DETAILS
C-201 DETAILS
C-202 DETAILS
C-203 DETAILS
TITLE SHEET
SCALE: NTS
SHEET 1 OF 10 PERMITTING REV. 1

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I _
Silt Fence
-�^ Putting Green
f
#5 Rebar Bunker
0.2' Tall Ditchline
Aluminum
Monument
NOTES:
1. CONTOUR INTERVALS SHOWN ARE 2' MINOR & 10' MAJOR. I, Richard M. Owens Jr. PLS, certify that this map was
2. ELEVATIONS ARE AT A ASSUMED DATUM. drawn under my supervision from an actual GPS survey
I,Richard M. Owens Jr., certify that this project was drawn under my supervision from an actual survey made under my 3. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT READILY VISIBLE made under my supervision and the following information
supervision. That this certification is for the topography and existing above ground site conditions as shown. This is not a WERE NOT LOCATED.THIS MAP WAS PREPARED SOLELY FOR THE was used to perform the survey:
certification of boundaries, right-of-ways, reservations or restriction or lack thereof. This topographic survey shall not be used PURPOSE OF SHOWING TOPOGRAPHY AND EXISTING SITE CONDITIONS.
for recording, conveyances or real estate sales. Signed and Sealed on the 6th day of April, A.D., 2022. 4. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY! (1) Class of survey: Class A
5. THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR RIGHTS (2) Positional accuracy: H=0.03' V=0.05'
OF WAY OF RECORD. (3) Type of GPS field procedure: RTK
6. AREA COMPUTED BY COORDINATE METHOD. (4) Dates of survey: 3-17-2022
7. ALL DISTANCES ARE HRIZONTAL MEASURE. (5) Datum/Epoch: NAD83 (2011)
8. NO NCGS CONTROL WITHIN 2000' (6) Published/Fixed-control use: VRS
Richard M. Owens Jr. PLS 9. PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD AREA. (7) Geoid model: GEOID12B (Conus)
L-4686 10. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE SEARCH. (8) Units: US Survey Feet
11. THIS SURVEY MEETS THE REQUIREMENTS OF A CLASS A SURVEY. (9) Combined Factor = O.XXX
12. FOR PROPERTY BOUNDARY REFERENCE PLAT CAB D PG 836.
Ronald Earl Lawrence '
D.B. 1014 / Pg. 480
�%\ I ,G_ _ ,'i%�,�/iii'/ii��'--�`��-
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EXISTING CONDITIONS
EX-100
SHEET 2 OF 10

Alison J. Corey
D.B. 1046 / Pg. 712
\ � #5 Rebar &Cap
'Owens' — — _
Ronald Earl Lawrence '
D.B. 1014 / Pg. 480
Springdale Golf
Partners, LLC`
D.B. 948 / Pg. 1255
\ —'ice/,'iiii �ii" �`� '—_—_ `�__ � �� \� � ♦ I I , 1 1 1 I I \ \
�\ ` �� iii i�/i„ / �, ,,�\ \\ �` `I ,\\` \\\\"\\♦`\`` `` � ' I I
West Mountain / / \ :--•-.;;-/,;;' /' - /�. IN,
Holding LLC
D.B. 1018 / Pg. 475
West Springdale, LLC
Cab. C / Pg. 532
D.B. 1018 / Pg. 572
/ \ — �>r \\ \ ♦♦ `�_�'�' ,,�.�_ i'/ii%/'/ ,' ///iy'/' \\ O 1 1 I j / l l l j / Cab. D / Pg. 836
Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
#5 Rebar & Cap
Owens'
\
I
#5 Rebar & Cap
I `\ `` \\\ \\ `�♦ `�__\ 'Owens'
3010 \`\
`\ --
• / / , ♦ \ \ `\ \ '� ------------'' '^\ /iii,, �,/' /, , � , �, I I I I , 1 1 / I I I , , 1 I I 1 / / / l , / / / l / \ y __
\ ♦ ` \ \—. \\`\ -- ___— 2960
' / 1 --♦ •\ \ \ ` ` ♦—''_—___— _—_—_—-------- --'ii' /� ,,,,,- ,I ♦'1� �\ `\ 1 I I I I I / I I I I I I I 1 / / / / 1 1 1 \ \
• I \ ``_ ♦ ` ` ` — -- ----- --�, �
\ \ \ , , _, x: Poo
-------------= =--------_—_—_------- „ r'.'si`\
i
'.// ♦ — \--- --I ! ' — — — —
IN
-- 1 ♦ — — \ \ `\ `�" -' "` ' //,' /\�/�'/ /' j l l � // l l I 1 1� 1 1 1 1 1 1 1 1 I I' I I I I I
♦ ,— __�� ���- �� __ _ , , l ,�---------' � "--' ,,, / / , / / / / / l l 1 I ! 1 1 , 1 1 1 1 1 1 1 ' 1 I I I
♦ ` ♦ �� /' / ' ------ ;'��—`♦ ------
N.
_ �'�,/',,'/ _``♦ \ 2930
` ", ��' ,'' ,''I `\ `• ♦ ` `_'^\ ,' / j% / / / / / 1 1 I I I l 1 I / 1�1� \ 1 1 ' 1 1
N.
/ `
N.
— — — — — —
` \ — — — —
\ ♦--------------- ----- —\ `\ \----- ------ 9? (, , / N°/
\ \ 1---- _--\,/ i/---- �\ \—\\ \\ `\ \\ `♦ / ,"-- /,' ,' ,/ ,�' / j /
\ �-------- --'�------------ _-- \\ Paul C. George &
G\u� d ----; , / Cherry P. George TR
oa ` D.B. 1033 / P 673
Goer Pave _ '—'' \ `_ = 1 �, _ `\
\`\\ ` `♦ ♦ ♦ \\ ---'\_ \`� ♦ / 11 \`\ \\ �' .'C/� ? �— Open Top
Pipe
\ \\ \ _ ♦ ♦ ' 1 \ '--_.'�/� / / ara I
rf
SF
Tall
1 1
i - 2880 `
I � 1
ram'
E /
E:
I I I i
\\ \\ \\ Ex. Driving Range
\ \ \ Tee Box
1 Ex.
I ' _"A 81K
I I Putting 1;' i
I Green
\ J"
♦� ,k/ ` #5 Rebar
0.2' Tall
may/
Aluminum
Monument /
SF -/� SF Ph,a /silt FIenc
1 SP
\ SP1 SF �
F ` I \ SF —T SF �1
0 50' 100,
GRID NORTH
(NAD 83 / 2011)
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
LEGEND
❑ Aluminum Monument
+ Iron Pin Found as Described
o Point
Utility Pole
® Sewer Manhole
❑® Yard Inlet
Sprinkler Head
OE Electric Transformer
QT Telephone Pedestal
►� Irrigation Valve
Property Line Not Surveyed
Utility Lines —
Fence X X X —
Edge of Water
Edge of Pavement
Edge of Gravel
Curb
Major Contour Line
Minor Contour Line
Storm Sewer
Silt Fence SF SF
Putting Green
Bunker
Ditchline
FA1
SF
P-1564
FIRM NO.
1�1*1 1A1 1 fp1
S S
' SEAL
041370
r
fj VT►lrrllS��\'
irr`r, O p V R . ,``w,
�111111111111111\
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
CLIENT & PROJECT
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION______
Know what's be I ow.
Call before you dig.
I PROJECT NO. DATE I
CAD FILE NAME: PRELIMINARY SKETCH PLAN REV 6
DRAWN BY: JLM
I CHECKED BY: PRG I
DEMOLITION PLAN
SCALE: 1 "=50'
SHEET 3 OF 10 PERMITTING REV. 1

Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
Rebar &Cap
Owens'
Alison J. Corey — — — — #5Rebar&Cap
— — D.B. 1046 / Pg. 712, 'Owens'
/
Ronald Earl Lawrence `
D.B. 1014 / Pg. 480
Springdale Golf
Partners LLC
D.B. 948 / Pg. 1255
West Mountain
Holding LLC ,,/�_ ; , ' / / - \ \ \ . \ \ , \ \ \
/ / / /,, /, / , ,',/' \ \ \ \ \ \ \ \ \ c�\ ` \ \ c9 \ \ \ \ #5 Rebar & Ca
D.B. 1018 / Pg. 475 ------ --_ \ 1 , % // , ;,/ / \ \ \ N \ \ °° `, I I 1 . _ , 'Owens'
ao
Cab. C / Pg. 532 ------ `\\ \\ °° `\ \\ `\ \ , I ; ; West Springdale, LLC \
------ / , , I D.B. 1018 / Pg. 572 3010 \
\ \ \�� \ `\ '•__�;;,- �cr I I HEADWALL I i \ �\
Cab. D / Pg. 836 \ .
%Q - \ ; I, 1 /TOP 2946.5
�/ i r/ \ 1\ \ \ t 1 - \ S ��•____------ /%::,,� ,�// 2 �`, i I I I �, 24" HDPE ------------
_—_---_ ,/' .{ IE 2941
--' — /-`\\',/ ,, ''/' Jai /�1 (�0` I 1 1 1 1 I
Y \_ ♦_� \ — 2960
,, ` �` '! �_� _♦ \ �� \ `\ — __— _
2950
-------------- ------_—_ —_—_ — / ,a/ ,s'
,' -----_ -------- ----------- \ , 8 LF
8" PVC ,
MIN
90LF 15" HDPE
IE U/S 2925 —'' 1----
IE D/S 2917 YPr-� _ - ® - 0 �'' i ; ( �i Il l it it , /1 I 1 ,SPRING t3OX
FIT TO DITCH LINE - FOR APPROVED ALT
DUMPED RIP RAP FOR INLET & �/ _ ® �i i ' i i Yi \\\\ \\ FIELD FIT
OUTLET PROTECTION �~
\ NEW PARK NG CB W/ GRATE
TAL 98 SPACES
TO �, i i /� //� --
_ _ _ 4, .. -1 / TOP 2940
IE IN (24") 2932.6
i\ \ ------ ,__- __ _- \\ ` 20 N1 /'n�a` / / , \ 1 1 ' I l l 1 11 IE IN (8") 2933.6
\ \ _---------- __---- - --® \ --, ---/' i / / i i i l 1 1 IE OUT 2932.4
\. _ \
434LF _ _ __ __
EXTENDED \`\ \\t - ,' '\\ \- -- - - --�� - �, / ` % ' %'
RANGE NET `\ `--------' ✓-- `
Paul C. George &
HEADWALL G� ad ` \ -.-;'' / i 1 \ \' 1p?V- R m \' `` \`\ \ / / i i j ( �\ \__ r� TOPD2924LL y g
i Cherry P. George TR
TOP 2886 p o 2 F\R \ \\ 2 �, \ ; -
�Cy - ` \ 1 9 ` D.B. 1033 / Pg. 673
36" HDPE \ GooeO�gp6 , gyp\ \� /1 —1 \� 24" HDPE
IE 2880.5`.\ �\ i\/\\ 1\ IE 2918.5
\ \ \ - , P ` \ i ` \ WITH RIP RAP
WITH RIP RAP APRON PER DETAIL ` `-\\ --_-,\ o \\\ ,\ '=�' ' \`" OPPI eop APRON PER DETAIL
_—_ G / /' ran I 0.Pip
REPLACE EX. 24" CPP - ` --_ 29 i '-.�� ��
WITH 80LF 36" HDPE °o
21990`•, N.
_ 354 LF 36 HDPE PIPE
sF \ - - i_ �' / --'' ` -'' ' HEADWALL
I SF ( Phase /'/ ��� , / ' /
SF ~� SF t SiltFence / / TOP 2910.5
CB W/ GRATE , \ , �, NEW RANGE TEE
(� 80 TOP 2887.0- _ sF 1 1 \ ' ' ' 90'D X 160'W / `i 36" HDPE
\l'J `. I 1 SFr /
IE IN (36") 2882.5 \� I \\ i \ SF i SF
SF 2906 ELEV IE 2905
IE IN (15") 2884.2`, \ \\ r=T i // 126LF 36" HDPE
IE OUT 2882.3. \ /
E \\ �``\`
` CB W/ GRATE
TOP 2904.5
�' /' ,' ,•t4 IE IN 36" 2899
s� \\ I IE OUT 2898.8
Ex. Puttin \\ \\ \\ \ \ \ ��, \`
Green
\\ \\ \\ \\ Ex. Driving Range
\ \ \ Tee Box-
\ i � --#5 Rebar
Ex. Gravel \ `
Parking ,—'.�� 0.2' Tall
,--- \ \
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
\ / €x. Building
Ex.Putting
r
�1 it gp
Green -\; ` t/ /
LEGEND
❑ Aluminum Monument
#5 Reber Iron Pin Found as Described
—� ' 0.2Tall
' o Point
may/ Utility Pole
Sewer Manhole
❑® Yard Inlet
/ A�- Sprinkler Head
' EO Electric Transformer
/ QT Telephone Pedestal
/ ►� Irrigation Valve
Aluminum
Monument / Property Line Not Surveyed
0 50' 100'
GRID NORTH
(NAD 83 / 2011)
Utility Lines
Fence X X X X X
Edge of Water
Edge of Pavement
Edge of Gravel
Curb
Major Contour Line — — — — — — — — — — — — — — — —
Minor Contour Line
Storm Sewer
Silt Fence SF SF SF
Putting Green
Bunker
Ditchline
P-1564
FIRM NO.
C A R 0
o�S'S
Q �
_ SEAL
041370
-161
,���Ilrlll1111��,
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
CLIENT & PROJECT
SPRING DALE GOLF COURSE DRIVING
RANGE EXPANSION
Know what's below.
Call before you dig.
PROJECT NO. DATE
CAD FILE NAME: PRELIMINARY SKETCH PLAN REV 6
DRAWN BY: JLM
CHECKED BY: PRG
SITE PLAN
C-110
SCALE: 1 "=50'
SHEET 4 OF 10 PERMITTING REV. 1

Springdale Golf
Partners, LLC
D.B. 948 / Pg. 1255
West Mountain
Holding, LLC
D.B. 1018 / Pg. 475
Cab. C / Pg. 532
2g2`\
2920
EXTENDED J -
RANGE NET ---- --I 2905
6,,-,-----'`\� �� � �� ego
N�
HEADWALL G\��Oa ' -- 2900® i % \ //�' 29�6 %/5 �e Amy ZOPg R
TOP 2886 �p \
36" HDPE \ Go\J,, Paled\'P g0�g g
IE 2880.5
WITH RIP RAP APRON PER DETAIL ' e
REPLACE EX. 24" CPP 289 \ \�`� \\ �I ®X 9 ` `
WITH 80LF 36" HDPE ` \ i 29131 2190 \ \
J -990
MMM
2887 354 LF 36 H PE PI � _ - 7- sX79��,
i SF ~� P Qse IS,
t
CB W/ GRATE So / SF \'"ce �' `_-' \ NEW RANGE TEE k\
- o TOP 2887.0- _ \ sF ; 11 \ ' ,� ,' , \ 90'D X 160'W g061
-I IE IN (36") 2882.5 \ 1 \I sFi y� i i 2906 ELEV
IE IN (15") 2884.2`, c=T SF
IE OUT 2882.3.
elk
Ex. Puttin
\ \ \ Ex. Driving Range--
\ Tee BoxLU
---
` ` i #5 Rebar
Ex. Gravel \ `
, 0.2' Tall
Parking ,--- \ \
__
\\\ \ \ �(\.€x. Building
1 / Ex.
Putting
Green I / ` l
,;
r
#5 Rebar
0.2'Tall
may/
Aluminum
Monument /
90LF 15" HDPE
IE U/S 2925
IE D/S 2917
FIT TO DITCH LINE
DUMPED RIP RAP FOR INLET &
OUTLET PROTECTION
GRID NORTH
(NAD 83 / 2011)
- --- ---- ----------------
24\\ 26
NEW PAR
8 --- 2:
o---2 -\ 24
HEADWALL
TOP 2910.5
® i 36" HDPE
/ IE 2905
126LF 36" HDPE
CB W/ GRATE
TOP 2904.5
IE IN (36") 2899
IE OUT 2898.8
VUIt:
I.) FOUNDATION & RETAINING
HALLS PER STRUCTURAL PLANS
2.) WATER & SEWER UTILITY PLANS
3Y OTHERS
3.) FINAL GOLF COURSE
-ANDSCAPE AND GRADING
=EATURES BY OTHERS
1.) PHASE 1 EC PLANS ON FILE TO
3E USED AND MAINTIANED AS
NITIAL SEDIMENT AND EROSION
kACAQI IF7CQ
0 50' 100'
Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
Rebar &Cap
Owens'
Alison J. Corey — — — — #5Rebar &Cap
— — D.B. 1046 / Pg. 712, 'Owens'
/
Ronald Earl Lawrence `
D.B. 1014 / Pg. 480
ail \
00
\ I \ \ 1 \ l \\ / #5 Rebar &Cap
\OO\\\\ •\`�\ �__',/�� 'Owens'
'/ - --- \\ '-8o West Springdale LLC
\ i , 29� ...--- �'N�\ \!/� \I D.B. 1018 / Pg. 572 \. __ a010-`,\ `.� `.
��` I I HEADWALL I /
\ 6 � � ; - �— Cab. D / Pg. 836 _
9 TOP 2946.5 / / y---
95 24" HDPE --------
�i{s3• IE 2941
40
LF/J/ /
/20/6 MIN
293_ �'® - I� I /BORING bOX \
\FOR APPROVED ALT
FIELD FIT
o \ 2 4
ce)
CB W/ GRATE
TOP 2940
IE IN (24") 2932.6
IE IN (8") 2933.6
IE OUT 2932.4
' % * Paul C George P.
HEADWALL Cherry P. George TR
TOP2924 24" HDPE D.B. 1033 / Pg' 673
�
\\ 1� IE 2918.5
\\ 9penTop WITH RIP RAP
4.LPipe APRON PER DETAIL
' anc
0.4'Tall
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
■��7y\I�1
❑
Aluminum Monument
+
Iron Pin Found as Described
o
Point
Utility Pole
®
Sewer Manhole
❑®
Yard Inlet
Sprinkler Head
EO
Electric Transformer
QT
Telephone Pedestal
11111
Irrigation Valve
Property Line Not Surveyed
Utility Lines
Fence X
X X X X
Edge of Water
Edge of Pavement
Edge of Gravel
Curb
Major Contour Line
— — — — — — — — — — — — — — — —
Minor Contour Line
Storm Sewer
Silt Fence
SF SF SF
Putting Green
Bunker
Ditchline
P-1564
FIRM NO.
,''��y{1111i111�'I
%CARO
S'S
Q l
_ SEAL _
041370
,II111111111 01%
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
CLIENT & PROJECT
SPRING DALE GOLF COURSE DRIVING
RANGE EXPANSION
Know what's below.
Call before you dig.
PROJECT NO. DATE
CAD FILE NAME: PRELIMINARY SKETCH PLAN REV 6
DRAWN BY: JLM
CHECKED BY: PRIG
GRADING & STORMWATER PLAN
C-120
SCALE: 1 "=50'
SHEET 5 OF 10 PERMITTING REV. 1

HEADWALL PROT
TOP 2886
36" HDPE
IE 2880
WITH RIP RAP APRON PER DETAIL
REPLACE EX. 24" CPP
WITH 80LF 36" HDPE /
INLET PROTECTION
(TYP.)
1 � / I 1 �
II I V
�� IE
,
E
SILT F
I I I i
\\ \\\ \\\ \\\ Ex. Driving Rang
\ \ \ Tee Box
FIE
Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
\ � �ebarrl,
Alison J. Core — — — — #5Rebar&Cap
Y — — 'Owens'
D.B. 1046 / Pg. 712,
/
Ronald Earl Lawrence `
D.B. 1014 / Pg. 480
Springdale Golf
Partners, LLC`
D.B. 948 / P 1255
PER DETAILS
ALL SLOPES 3:1 AND STEEPER USE\\`\\,\
EROSION CONTROL MAT WITH
West Mountain , O ,,' . `.\ �� —I I I \\,\`.`;.`::\`;\ °o°
-INLET \ \
Holding, LLC #5Rebar&Cap
PROTECTION
D.B. 1018 / Pg. 475 °° I \\ Owens'
Cab. C / Pg. 532 ;�, . ' --- `\ °° `\ `\ `\ ` , I ; West Springdale, LLC o
'�z9� ' ' \I ; ; 1 D.B. 1018 / Pg. 572
HEADWALL I / \\ `.
iTOP2946.5 Cab. D / Pg. 836
24" HDPE
DITCH CHECK (TYP.)`'-----------
/
SPACING PER DETAIL IE 294,1
,�/ I
�
I
/'_--_ — --_—_-----_—____ ---\ \\ ,;; ,'' — / / ia•i to / i ; \I \y` , \ \ 1\ I / _
------
—��—_-----------
CONSTRUCTION
ENTRANCE PER g PVC
DETAIL `. ----- \ \ \ `� \` _ _ — ..\; ii, .:;: �• /\ y / / I I 1 11 I I I I
90LF 15" HDPE .>o `_ _ • - _ - --- " / / ' 1 1 1 11 I I I
IE U/S 2925 \�\\--- ®--- _ -��Is�SpR NGI�OX11 11 1 II
IE D/S 2917 - s 1--� , —y - - _ / I , \
FIT TO DITCH LINE '� -' \ `� � _ � , � 1 `\ ` FOR APPROVED ALT
p
DUMPED RIP RAP FOR INLET & 292� '/\\ \\ FIELD FIT
OUTLET PROTECTION - /- �o�\ 24\` 26 25 0� . 2 4 ____M % ' l % // // /l i f,,,✓il I 11 II ` \ \
DITCH CHECK TYP. _
( ) 22 � --- ---� ' '� CB W/ GRATE
SPACING PER DETAIL-_,-_-� _,' ' '- g ___ _ `----____ ,20 ! , / I, / / / ----
_ -- - TOP 2940
--- - zs2 - - - - - - ~4� i'�%se, i I Iiii IE IN 24" 2932.E
TEMP. SEDIMENT BASIN
FROM PHASE 1 EC PLAN ------ _--- - \ _ _ 1 O
\---------- -- M' _ '� \ _ _ _ _ `\ 20 ' ° I I ! I IE IN (8") 2933.E
±434LF �� _ - - '---- g1 - \ ` - - - _ - 2_ _ ,� i /
\ o �- - s2 \ 24\ - IE OUT 2932.4
TRM EXTENDED — - - -- ------`O� -� `\ `\ / , \__ i / i /� i i i i DITCH CHECK (TYP.)
REINFORCED
RANGE NET �� 3 FUG SPACING PER DETAIL
CHANNEL ---------- i-, \� �\Bg g�OG � �, ti `� 15 ` \ \ ` / /'. / � Paul C. George &
'TION �u�OC\ - - 2900 / ,,%' / 2g�6 i5 a S�XF\R \ ` �'M ` /� ; Cherry P. George TR
/ HEADWALL
TOP 2924
r�`7 edFL ---- ,• ,,; , \' B��F 1� ccj3-----`.--- '`, 24"HDPE D.B. 1033 / Pg. 673
O� aJ _ \ , / , // 5� P 2gp6 ),----------'., •------------ � \ `.\ i � IE 2918.5
G P - � I \ CHECK DAM
` 15 8 o ' OUTLET WITH RIP RAP
"— �pc� DDl,TC!`TIlIAI APRON PER DETAIL
I I I I
1 I I I
,_
1
I
\ I l
\
-
-<
, \\ \\ • ,� - � Parking
;Ek\Fuel' �,-_--
,
Talk
Building ;
I I Ex.
Putting i;" i '� \` /•\�,�' ,,* �a�°� '
Green
� r
#5 Reber
—� 0.2'Tall
Aluminum
Monument /
IIV (31�--) LtSZSL.S �
E IN (15") 2884.2`\
IE OUT 2882.3. `
SILT FIENCE.
Ex. Puttin
\ \
Green
\
1 ,
I /
I /
TEMP.
SEDIMENT TRAP
0 50' 100'
GRID NORTH
(NAD 83 / 2011)
` TEMP.
SEDIMENT TRAP
INLET
PROTECTION
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
P-1564
FIRM NO.
,''j1111111i1111I.,
.�`%\�,6 U A R 0�'''�.
Q �
_ SEAL _
041370
,11�I1I1111111��,
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
CLIENT & PROJECT
SPRING DALE GOLF COURSE DRIVING
RANGE EXPANSION
LEGEND
Know what's below.
Call before you dig.
❑
Aluminum Monument
+
Iron Pin Found as Described
PROJECT NO.
DATE
o
Point
CAD FILE NAME: PRELIMINARY SKETCH PLAN REV 6
Utility Pole
®
Sewer Manhole
DRAWN BY: JLM
❑®
Yard Inlet
CHECKED BY: PRG
Sprinkler Head
EO
Electric Transformer
QT
Telephone Pedestal
►�
Irrigation Valve
Property Line Not Surveyed
Utility Lines
Fence X X X X X
Edge of Water
Edge of Pavement
Edge of Gravel
Curb
Major Contour Line — — — — — — — — — — — — — — — —
Minor Contour Line
Storm Sewer
Silt Fence SF SF SF
Putting Green
Bunker
Ditchline
EROSION CONTROL PLAN
C-130
SCALE: 1 "=50'
SHEET 6 OF 10 PERMITTING REV. 1

WIRE MESH
FILTER FABRIC WIRE TIE
COMPACTED
FILL 18" TO 24"
If RUNOFF
as �IIIIIII I —iit
_ 0�
I -II I III I II
12" OF
FILTER FABRIC
4"
FLAT -BOTTOM TRENCH DETAIL
WIRE MESH
WIRE TIE
FILTER FABRIC
COMPACTED
FILL 18" TO 24"
RUNOFF
it
0�
—III—I I I I I I I I I I -if
12" OF FILTER FABRIC
V-SHAPED TRENCH DETAIL
/ 1.33 LB./LINEAR FT. POST
1.33 LB./LINEAR FT.
STEEL POSTS
WIRE TIE
FILTER FABRIC.
` 14 GA. WIRE FENCE
WITH 6-IN. x 6-IN. MESH
7y/�MSp FABRIC ATTACHMENT
SEE DETAIL
BACKFILL TRENCH WITH \ \
COMPACTED EARTH
USE EITHER FLAT -BOTTOM \ \ \
OR V-BOTTOM TRENCH
SHOWN BELOW
REF: NCDEQ E&SC MANUAL SECTION 6.62
SILT FENCE INSTALLATION
REF: NCDEQ E&SC MANUAL SECTION 6.62
REINFORCED SILT SEDIMENT FENCE
N.T.S.
x
w
2
z
ib
MAX 2
1�
Maintenance
SHAPE BORROW INTO EARTH BERM Inspect temporary diversions once a week and after
every rainfall. Immediately remove sediment from the
SEDIMENT flow area and repair the diversion ridge. Carefully
check outlets and make timely repairs as needed. When
OBTAIN BORROW FROM EXISTING GRADE the area protected is permanently stabilized, remove
the ridge and the channel to blend with the natural
EXISTING GRADE ground level and appropriately stabilize it.
MIN.
33 MIN
I1
R
III III III III III III III III—
_ _=
=111-1 —1-1 I I=1 I I —III —I
REF: NCDEQ E&SC MANUAL SECTION 6.20
DIVERSION BERM & SWALE
N.T.S.
Maintenance
Inspect Rolled Erosion Control Products at least
weekly and after each significant (1 /2 inch or
e
greater) rain fall event repair immediately.
Erosion Stop
Across
Good contact with the ground must be
Entire Width of Channel
maintained, and erosion must not occur beneath
the RECP.
Positive Slope to
Prevent Flow Along
Any areas of the RECP that are damaged or not
Edge of Matting
���:r
"
in close contact with the ground shall be
repaired and stapled.
If erosion occurs due to poorly controlled
Edge
�" "^"^ "
" a
drainage, the problem shall be fixed and the
Every feet
ry
eroded area protected.
Monitor and repair the RECP as necessary until
v`TI
ground cover is established.
llyl
IIIIII
Il �II
=IIIIII
II I
FILTER FABRIC \ HEAVY DUTY WIRE TIE
� SPACED 6-IN. MAX.
14 GAGE
6-IN. x 6-IN.
WIRE MESH
FABRIC ATTACHMENT DETAIL
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 and to reduce pressure on the fence. Take
care to avoid undermining the fence during
cleanout.
Remove all fencing materials and unstable
sediment deposits and bring the area to grage
and stabilize it after the contributing drainage
area has been properly stabilized.
BURY FABRIC
AND MESH
SILT FENCE TIE-BACKS(OR J-HOOKS) SHOULD BE
USED WHENEVER THE SILT FENCE IS INSTALLED AT
AN ANGLE OF 30 DEGREES OR GREATER FROM
PARALLEL TO THE CONTOURS. /
FOR DOWNSLOPE SILT FENCE INSTALLATION, TIE
THE SILT FENCE BACK INTO THE SLOPE BY RUNNING
ALONG THE CONTOUR 12' MIN. /
INTERVAL SCHEDULE:
2-3% - every 100'
SEE SCHED. FOR INTERVAL
5-6% - every 50'
>6% every 40'
12' MIN
SILT FENCE
SILT FENCE TIE-BACK/J-HOOK
N.T.S.
Maintenance
See silt fence maintenance requirements.
/ HARD SURFACE
RnAn
10'R MIN.
(TYP.)
6 MIN.
NOTES: 2-3" COARSE WASHED STONE
1. INSTALL A CULVERT PIPE ACROSS THE
ENTRANCE WHEN NEEDED TO
PROVIDE POSITIVE DRAINAGE.
UNDERLINING NON-\
GEOTEXTILE FABRIC
Maintenance
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.
REF: NCDEQ E&SC MANUAL SECTION 6.06
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
N.T.S.
Maintenance
Inspect Rolled Erosion Control Products at least weekly
and after each significant (1 /2 inch or greater) rain fall
event repair immediately.
Good contact with the ground must be maintained, and
erosion must not occur beneath the RECP.
Any areas of the RECP that are damaged or not in close
contact with the ground shall be repaired and stapled.
If erosion occurs due to poorly controlled drainage, the
problem shall be fixed and the eroded area protected.
Monitor and repair the RECP as necessary until ground
cover is established.
P-1564
FIRM NO.
� � r
SEAL
041370
� 4
1111101
R. l i� `��
11-7-2022
DOZER TREADS CREATE r u CLEAT IMPRINTS IMPRINTS PARALLEL III—
TO THE SLOPE CONTOUR �� r
SHOULD BE SEEDED AND
STABILIZED IMMEDIATELY.I-
�- /i III —I
Maintenance I
Periodically check the seeded slopes for rills and
washes. Fill these areas slightly above the original 11-
grade, then reseed and mulch as soon as possible.
REF: NCDEQ E&SC MANUAL SECTION 6.03 _I I I I I I S P R I N G D A L E GOLF COURSE
,� III= III —III —III —I
SURFACE ROUGHENING ** I_III�, III -III —III -II —III-III DRIVING RANGE EXPANSION
N.T.S. REF: NCDEQ E&SC MANUAL SECTION 6.17 —1 1 I —I H AYW O O D COUNTY
EROSION CONTROL BLANKET (ECB)
N.T.S.
Staple Tamped FII
(I =III
y°� Leading Edge:
o°o Bury in Treneh
I I It I WE
I
L
Lead Edge
Profile
Tamped Fill
Staple
%U Erosion Stop:
08 Fold MoWng
6—in. 9,0°, k Staple
to BoNom
of Trench
Erosion Stop
Profile
III=III=III _=III
=III=III
I I Tamped Fill
Staple
uo ';
\
„„•; o o
Space Check Slots at 30ft
$�°' Bury, the
Intervals or Use a Double
o� Leading Edge
Row of Anchors Spaced at 4in
=
— 6—in.
o o° of the New Roll
o o then Overlap
No-,
o` the End of
�.1�
the First Roll
Starting New
Roll Profile
IN CHANNELS, APPLY MATTING
INCORRECT INSTALLATION PARAI I FI Tf1 THE f11RFf:TInN CORRECT INSTALLATION
TOP OF SLOPE
CHANNEL
CHANNEL TURF REINFORCEMENT MAT
N.T.S.
M)
TOP VIEW OF DITCH
COMPOST SOCK
GROUND LINE
Maintenance
Inspect compost socks weekly and after each significant CLIENT & PROJECT
_ _ _ _ _ _ (20% OF SOCK DIAMETER rainfall event (1 /2 inch or greater). Remove 1.25 LB./LINEAR FT. ATTACH 19-GAUGE (1 /4 IN. MESH
TO BE TRENCHED FOR accumulated sediment and any debris. STEEL "T" POSTS OPENINGS) HARDWARE CLOTH TO S P R I N G D A L E GOLF COURSE
SOCKS 12 IN. AND LARGER)
POSTS WITH WIRE TIES SPACED A
SECTION A -A The compost sock must be replaced if clogged or torn. MAX. OF 6 IN. APART DRIVING RANGE EXPANSION
STAKES PLACED If ponding becomes excessive, the sock may need to be ASPHALT OR
AT T MAX. TYP. replaced with a larger diameter or a different measure. CONCRETE PAD,
WHERE APPLICABLE --------------------------
The sock needs to be reinstalled if undermined or o
dislodged. O H
FOLD HARDWARE FABRIC ,
0 TO OVERLAP ENDS AND
The compost sock shall be inspected until land SECURE TO POSTS WITH
disturbance is complete and the area above the WIRE TIES. ,
measure has been permanently stabilized. Ir
COMPOST SOCK
(12" DIAMETER MIN.)
2' SPACING (TYP.)
CONTINUOUS ALONG TUBE
END VIEW OF DITCH
REF: NCDEQ E&SC MANUAL SECTION 6.6
COMPOST SOCK DITCH CHECK
111,_J N.T.S.
12" DIA. COMPOST SOCK
DITCH CHECK SPACING
CHANNELSLOf SPACING
�� BETWEEN
MAX. SPACING
NCDOT #5 OR #57
WASHED STONE
HIM 11oil
EXTEND 2-FT. 2-FT. FLAP OF FABRIC
UNDER STONE FOR ANCHORING
INSTALLATION
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL 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. PLACE A 2-FOOT FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING AS 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 GROUND COVER.
INSPECTION AND MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 /2 INCH OR 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.
REF: NCDEQ E&SC MANUAL SECTION 6.51
HARDWARE CLOTH & GRAVEL INLET PROTECTION
N.T.S.
Know what's below.
Call before you dig.
PROJECT NO. DATE
CAD FILE NAME: DETAILS
DRAWN BY: JLM
CHECKED BY: PRG
DETAILS
C 200
SCALE: NTS
SHEET 7 OF 10
PERMITTING REV. 1

PLACE STONE OVER
1-FT. MIN.
CHANNEL BANKS
Maintenance
12-INCH d50 RIPPAP
Inspect check dams and channels at least weekly and
OVERFLOW
WEIR
TOP OF
BANK
after each significant (1 /2 inch or greater) rainfall
event and repair immediately. Clean out sediment,
0.5-FT. MIN.
straw, limbs, or other debris that could clog the
channel when needed.
0 0
2-FT. MAX.
0
AT CENTER
1
Anticipate submergence and deposition above the
o 0 0 o
check dam and erosion from high flows around the
3
edges of the dam. Correct all damage immediately.
CHANNEL BOTTOM
NON -WOVEN
If signficant erosion occurs between dams, addtional
WIDTH
GEOTEXTILE FABRIC
measures can be taken, such as installing a
protective riprap liner in that portion of the channel
SECTION A -A
(Re: Practice 6.31, Riprap-line and Paved Channels).
Remove sediment accumulated behind the dams as
needed to prevent large flows from carrying
2-FT. MIN.
sediment over the dam. Add stones to dams as
TOP OF BANK
12-INCH D50 RIPRAP
needed to maintain design height and cross section.
A
1-INCH d50 WASHED
FLOW
2 FT. MAX.
ZSTONE!R�3
AT CENTER
0.5-FT.
AREA WHERE 1
SEDIMENT IS TM
TRAPPED A
LENGTH AS REQUIRED
IN FIELD
TO KEY INTO SIDE OF SLOPES
NOTE:
OF DITCH
ROCK CHECK TO BE REMOVED
BY GRADING CONTRACTOR AFTER
NON -WOVEN
CONSTRUCTION IS COMPLETE AND
GEOTEXTILE FABRIC
GRASSING IS ESTABLISHED
L = THE DISTANCE SUCH THAT POINTS
"A" AND "B" ARE OF EQUAL ELEVATION.
REF: NCDEQ E£tSC MANUAL SECTION 6.83
CHECK DAM
N.T.S.
OUTLET
PIPE
DIA.
D50
DMAX
d
BEG.
WIDTH
END
WIDTH
APRON
LENGTH
CULVERTS"
24"
6"
9"
14"
6'
1 15'
15'
OUTLET
PIPE
DIA.
D50
DMAXkt
BEG.
WIDTH
END
WIDTH
APRON
LENGTH
CULVERTS*
36"
17-
26"
7'
15'
15'
. CULVERTS DISCHARGE TO NEW CHANNEL. LINE THE CHANNEL TO THE WIDTH SHOWN.
EXTEND RIP -RAP Et FILTER MATERIAL
UP SLOPE AND AROUND PIPE 2' MIN.
i
ii;%'7w�_7w
.. FILTER RECEIVING
MAX ROCK DIAMETER ('dMAX') = 1.5 X d50MATERIAL ELEVATION
THICKNESS ('d') = 2.25 X d50 Maintenance
Inspect riprap outlet protection weekly and
after significant (1 /2 inch or greater) rainfall
events to see if any erosion around or below
APRON LENGTH the riprap has taken place, or if stones have
been dislodged. Immediately make all
needed repairs to prevent further damage.
2' MIM
I,
jL-
ROCK d50
EUT_50% SHALL BE LARGER
BEGINNING THAN SIZE SPECIFIED END WIDTH
WIDTH
2' MIN.
a
I
NOTE: FILTER MATERIAL SHALL BE NON -WOVEN GEOTEXTILE FABRIC.
RIP -RAP OUTLET PROTECTION
N.T.S.
NOTES:
1. 'La' = LENGTH OF APRON. DISTANCE 'La' SHALL BE OF SUFFICIENT LENGTH TO DISSIPATE ENERGY.
2. FILTER MATERIAL SHALL BE NON -WOVEN GEOTEXTILE FABRIC.
SITE DESCRIPTION
STABILIZATION TIME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONE
Prurfice.14andurd,. rend,pecifrratiuns
6.55
ROCK PIPE INLET PROTECTION
Definition
A liursashoe slrurwd nick dam alructure ai a phut inlet with a saedin"i unraV
-rrm around the olasidc perimeter of rho sttuctutr.
Purpose
to pmuat acdiincnl real" rmt:rtng, arxwnulttt[ng In And being UZU&fCrred
t?y a rcdvert or storm drai"age system prior to itnbili7wton of the diliitabC4
drainngc tires. I'hm practlC4 AIlUlV9 csfly tyre Orthr storru drainW ►'yw=M
Conditions Where
ROCk ptpc inlet paolcr;tttln Miry be uxtd al pipe.+ with It nlaxilnum ditmew
Practice Applies
of 3.6 inclle%. This inlet r.rmi°etion may be used In sttprlemear mWitionnl
wdir ncut tia)ps of basins all the pipe uude r or used in ceimbionrium with as
txta+,alcnl galm[c¢L uorugr ax�a to serve aR a terlrpl�rj� sedimelil trisTr. PipK
inlet prt;ctticis should he provided to prol"t ibe siorni draitiage srTcm and
dowaiter+am arras f um :;ediireentstluil Limp Pe=m treat stahilita: up of Ihr
disturbed drainage arata.
po nor lnstoll thl4 meAsurc In no Intermiltclrt or perene4d stream.
Planning
Wt- c-trtntton on a prejvd reA6:l1CSA Slugs W bete iul; Cris avd vthet SSarrin
Considerations
dnunage stnimrex air irs lled veld im ny mmu are htnugbt to ibe dcstred
grad+:, them Is o aced to ptimiact ells poima whcm rulerAT epee Icxvc the site
through culverts or warm drtslna. Similar to drop antf eurh lniem mlly ris
recclnirq rutieff rrom dismthed nrani emi carivey bate taiwKimi of sudijaw a
i0 hikes ue tuemits. b4!n iF tho pipe dilrt:hrtr'gtiu into c beilimcot Top yr basin,
the pipe or pipe syalem iIwlrmny clog with sedliimi
Design Criteria
when used in C0T11b1na1i0r1 with au excavalud mduncat suot4le w= to serve
its a ieurpotar) Wdll-11011 WAP, the design cnteriu for umVil >Qy sedinwnt trapri
piton he calla cd. The mnxinsim dsnmape am should be 5 slpres;, apes 36M
cubic feet of srdimcnl skwaga per 4ure ur disUt bW &violkW mm AKirald be
provided.
The minimum stone height should be 2 rest, wah side siopm no steeper ihau
z:l_ '13e 31c= "banLihae" arwnd the pipe inlet should be WnetructLd of
Chw B or Class l cprap. with a minimuni rmi width of 3 foe Tile nutside
face of the+ nptnp should be coved wiffr if 12-inth Ihick lHyrir of 45 or 967
washed mone.
In pir#prtring plans for rack -pipe fin ivt prnlec Linn, it 64 im;x Krim 10 protect the
embtnlattiLvt 4a"t th4 pip¢ jtuni ov4:nuppirig. 1 he toy, ur 1he s10 w aImW be a
miniinum ut I root Wiiw i; tr top i i r the nil aver the pillc, The same ehnuld tie
into the ISA un hoill ►tiles of the pipe t'lla iritlJtic 1oc Of IfiC 7t97iC s11nt[ld UC tin
clam= INw 2 fsct Win 114c I:ulvert kolminq to allow p,ui.atga of high Rowe,
lice itxl inert slurugc unaa ahcavld he cxcnvuied upstream of the mek pipe inlet
protection, wilh A minimum eklslh of ib inchca laalaw pride.
a... f:06
13
Class B
Flaw
Fipru.a 6.51ty Rmk pipe Inlet prolcctlon plan VIM and CroS6-8ec1"3n blew
m.55.a
NCDENR Self Inspection Program for
Erosion and Sedimentation Control
Effective October 1, 2010, persons conducting land disturbing activities larger than one
acre must inspect their project after each phase of the project, and document the
inspection in writing,
1. The financially responsible party, landowner or their agent may conduct the inspection.
2. All erosion and sedimentation control measures, including sedimentation control basins, sedimentation traps,
sedimentation ponds, rock dams, temporary diversions, temporary slopQ drains, rock check darns, Sediment
fence or barriers, all forms of inlet protection, storm drainage facilities, energy dissipaters, and stabflizathon
methods of open channels must be inspected.
3. The need for ground cover should also be checked_ Temporary or permanent ground cover most be
provided on exposed graded slopes and fills within 21 calendar days of the completion of a phase of grading.
Permanent ground cover musk be provided within 15 working days or 90 calendar days (60 days in HOW
zones), whichever term is shorter, upon the completion of construction or development,
4. Theactual dimensions (length and width) of the basins have to be checked, usually with a tape measure, and
compared to the &ensians an the approved plan. Only relative elevations, comparing the bottom and tap
elevations are necessary.
5. A significant deviation means an omission, alteration or relocation of an erosion or sedimentation control
measure that prevents the measure from performing as intended. If the approved erosion and sedimentation
control plan clanot be followed, a revised plan should be submitted for review.
B. Use the ferrTI'SelfInspection Report far Laird Disturbing Activity as Required by NCGS-113A 54. V It can
be completed by hand or completed as an Excel spreadsheet, An alternative is to make notations on the
copy of the approved erosion and sedimentation control plan that is kept on the project site. Rule 15A
NCAC 04B. 0131 states that" documentation shall be accomplished by initialing and dating each measure
or practice shown on a copy of the approved erosion and sedimentation control plan or by completing, dating
and signing an inspectton report that lists each measure, practice or device shown on the approved erasion
and sedimentation control plan."
7. NNPDES Self -Monitoring Report may only be used to report that the maintenance and repair requirements for
all temporary and permanent erosion and sedimentation control measures, practices and devices have been
performed.
8. Unlike the NPDES Self Monitoring Report, theSelf Inspection Report for Land Disturbing Activity does not
have to be weekly. Rather, this report is completed after each phase of the approved erosion and
sedimentation control plan is complete, Not every project will have all the passible phases, but the fist of
phases includes the following.
Installation of perimeter erosion and sediment control measures;
Clearing and grubbing of existing ground cover:
Completion of any phase of grading of slopes or fills;
Installation of storm drainage facilities;
Completion of construction or development;
Establishment of permanent ground cover sufficient to restrain erosion.
9. Do not mail the report. The records must be made available to the erasion control inspector at the site. Any
documentation of inspections that occur on a dopy of the approved erosion and sedimentation control plan
shall occur on a single copy of the plan and that plan shall be made available on the site. Any inspection
reports shall also be .made availabl4: on the site,
Natural Ground
RtV. t,.1r4
PeacticeSfarrrrrfetrrfl read.S1svdfitwtiops-%
Construction 1, c1cat 11it arw ul an ilrwi, that rtsight hincicr excatianun and dlilirimi of
Specifications 'Poll.
2. rnKtµlk the rho, nor Cimu l npopi in n xcmt-circle atnund the pipe
inlet. I hr &iliac dwLdd be built up higher uu ouch cnd wlicre it tiC*i irttu lllc
embar6i lent. The minimum vrmt width urthe riprnp should ba 3 feel, tvilll A
mininmum bCgIIWi krrtirit of i 1 fret. l be m nirnwei haioI bhould lxs 2 fret. but
fuser l fwsl Iower than the shoulder of the +Pmbankmeol or divctsi6m.
3. A I foot Thiele layer of NC. fX)T •' m 957 stnnc should 6e placed on the
outside slope or the ripfw.
4. The sediment storage arua should bi cxLmvmalarumid The: cutsidt of :ire
stout hurbcxlrne 18 TnehVc hefoa' natural grade.
5. When the contriNtieg drainage araa has been stabilized, fill depressicul
and emahTish final gmdiag rle,atinm, r outpvct urea pluperly, and stabilize
will) griiurur carver.
Maintenance Infect rock pipe irur, pmrrctinn at learr weekly and aftereach signiftetluu 12.4
inch nr greater) minfall crept And rGp=Ir iln1t,r4ial4ly- lt1V2rtav4 mtrdrrlµgll i1nd
reslure the iaxtir"t slmttrge arcs to ire nrlginal dimen4inns when the seriimetu
has accum 14W to orre-half the dcstgst rlepih al Iltc onp Plnt:c the scditnom
Ilinl is rcntrwcti in the dcsagtmwNd disposal urea +ittd replace Ilic Caritarnlnaled
p arl of the gravel. raring.
Check The itrucluie f[orilamngt- Any riplrrp iisplv&i from tiro xioiie hat se4ov
must ten mpsluccd tfinivdiurrlY.
Akr all Ilse xdirrAmt prodwing areas hauc been pcmiLstivtly 4abilimd,
vmove the str'utturc and ail the iansrabic r>rdulsuat. Stnovtll 111e aura to
Wend with ilia adj moinc Auras used p w%-iac prrmuntnt ground cover (Sirrfam
SraGf1l:arrnn).
References fntief firxarcr.Rtart
6.52, Black xW Grsvel Inlet Pruiedion (Trttlylri ry)
94rrrlrrrr 7rafp and $unites
6.60, Temporwry Sedunew Imp
SrlrJricr S'trfi�ifi:uflaaK
6.15, ikdprup
NnrtTt ['rrmlutlr Itrpatrlmar,rr pf tr'rerrpurt„lruh
ktosIun & Sedtrrlersnstnp Gul0limi; for Nvisinn WniolenorC# 01wizilm.
1 "l.
inert a prtiiwrs rtrrtt srdiriff"t C-UrPvt Handbook 1`92, 5I1) b2 S13 is
1Oa. Culvert Nlci ptotuliag- pages 111- 46-1TI.St (Culvert In [vim Sediment
Trap).
I ti'Y. ri air,
6.55
SEEDING SPECIFICATIONS
I. T E PORAI Y COVER
A. LIME & FERTILIZER - CONTRACTOR SMALL FURNISH AND
APPLY LIME AND FERTILIZER 10 THE SOIL AS REQUIRED 10
PROVIDE SATISFACTORY CONDITIONS FOR SEED GERMINATION.
AN APPLICATION RATE OF 2000 LBS PER ACRE OF
GROUND AGRICULTURAL LIME AND 750 LBS f ACRE
OF FERTILIZER (10-10-10),
THESE MATERIALS SHALL BE SPREAD UNIFORMLY OVER THE
AREA TO BE PLANTED. THE SOIL SHALL BE TILLED TO A
DEPTH'. OF 3 - 4 INCHIES WITS EQUIPMENT APPROVED BY THE
ENGiNEER-
E3. TEMPORARY COVER
SEEDING - CONTRACTOR S; ;,ALL SELECT A OUICN GROWING
GRASS W-111-1 HiGH SEEDING VIGOR THAT 15 SUITED TO THE
AREA, TI;HE TIME OF PLANTiid , AND THAT WILL NOT
INTr=RFE=FR€ IMTH PLANTS TO BE SOWN LATER FOR PERMANENT
COVER.
MAY THROUGH AUGUST.
SUNDANCRASS 50 LB/AC.
OR GERMAN MILLET 40 LB/AC.
SEPT. T ROUGH, APRIL
RYEGRAIN 120 LBS/AC,
ALL SEEDS SHALL HAVE BEEN TESTED NDT MORE THAN b
MONT;S PRIOR TO -P £ DATE OF SEEDING.
CONTRACTORS SFIALL APPLY SEED UNIFORMLY BY HIAND,
CYCLONE SEEDER, DRILL, CULTIPAO(ER SEEDER, OR
HYDRAULICALLY.
A SLURRY MIXTURE OF WATER, FERTLIZER, SEED, AND
CELLULOSE FIBER MULCH IS ACCEPTABLE ON THIS PROJECT.
C, MUL.CHiNG - IN ORDER TO REDUCE DAMAGE FROM WATER
RUN-OFF AND IMPROVE MOISTURE CONDITIONS FOR
SEEDLINGS, A MULCH I MATERIAL SHALL BE FURN15H -ED W; IEN
TEMPORARY SEEDING IS TO BE Dl?NE. ACCEPTABLE
MATERIALS AR£
A. DRY UNCHOPPED. UNWEATHERED SMALL GRAIN STRAW OR
IHAY FREE OF SEEDS OF COMPETING PLANTS - 1-2 TON/ACRE.
B. WOOD FIBER (EXCELSIOR)
C. WOOD CELLULOSE FIBER - SOD LBS. ACRE WITFIGUT STRAW
D. JUTE MATING --
I. PERMANENT COVER
A. CONTRACTOR SMALL FURNISH AND APPLY 90 LBS,f1000 S.F.
OF GROUND AGRICULTURAL LIME (2 TONS PER ACRE), 25
L13SJ1400 S.F. OF FERTLlZER (10-10-10) (1000 LBS.
PER ACRE), AND 2.3 LBS. f10DO S.F, KENTUCKY 31 TALL
FESCUE (100 LESS. PER ACRE) IN THE MANNER DESCRIBED
ABOVE IN PARTS 1,2 & 3. APPLY NURSE CROP AS FOLLOW$:
MAY 1- AUG. 15 - 10 LBS./AC, GERMAN MILLET OR
P-1564
FIRM NO.
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11-7-2022
SPRINGDALE GOLF COURSE
DRIVING RANGE EXPANSION
HAYWOOD COUNTY
CLIENT & PROJECT
SPRINGDALE GOLF COURSE
DRIVING RANGE EXPANSION
--------------------------
Know what's below.
Call before you dig.
PROJECT NO. DATE
CAD FILE NAME: DETAILS
DRAWN BY: JLM
CHECKED BY: PRG
15 LBS./AC. SUNDANGRASS
AUG 15 - MAY 1 - 40 LBS./AC. RYE (GRAIN)
B. SEEDING DATES: kY.31 TALL FESCUE
AUG. 20 - SEPT. 15
M ARC � 1 - M A Y1
JULY 15-- AUG, 30 (I3I;Law 2500' ELEVATION) DETAILS
MARCH 5- MAY 15
C. MULCHING (ABOVE 2500' ELEVATION) �-201
APPLY 4,0130 LB PER ACRE OF GRAIN
STRAW SUITABLY T ACHED DOWN.
ADD NETTING TO STEEP SLOPES AND STAPLE PER
MANUFACTURERS RECOMMENDATIONS. SCALE: NTS
SHEET 8 OF 10
PERMITTING REV. 1

Practice Standards and Specifications
6.60
0#41p
Definition A small, temporary pion ding basin formed by sn embankment or excavation
to capture sediment.
Purpose To detain sediment -laden runofT and trap the sediment to protect receiving
streams, lakes, drainage systems, and protect adjacent property.
o dl lot s Where Specific criteria for 'Installation ofatemporary sediment trap are as follows:
Practice Applies • At the outlets of diversions, channels, slope drains, or other runoff
conveyances that discharge sediment -laden water.
• Below areas that are draining 5 acres or less.
• Where access can be maintained for sediment removal and proper
disposal.
• In the approach to a stormater inlet located below a disturbed area as
part of an inlet protection system.
• Structure life limited to 2 years.
A temporary sediment trap should not be located in an intermittent or
perennial stream.
Select locations for sediment traps daring tu ring site evaluation. Note naral
Plan�llrlg
osldel~#fees drainage divides and select trap sites so that runoff' frotn potential sediment -
producing areas can easily be diverted into the traps. Ensure the drainage
areas for each trap does not exceed 5 acres. Install temporary sediment traps
before land disturbing takes place within the drainage area.
Make traps readily accessible for periodic sediment removal and other
necessary maintenance. Plan locations for sediment disposal as part of trap
site selection. Clearly designate all disposal areas an the plans.
In preparing plans for sediment traps, it is important to consider provisions to
protect the embankment from failure from storm runoff that exceeds the design
capacity. Locate bypass outlets so that flow will not damage the embankment.
Direct emergency hypasses to undisturbed natural, stable areas. If a bypass'
not possible and failure would have severe consequences, consider alternative
sites.
Sediment trapping is achieved primarily by settling within a pool farmed by
an embankment. The sediment pool may also be formed by excavation, or by
a combination of excavation and embankment. Sediment -trapping efficiency
is a function of surface area and inflow rate (Practice 6.61, ,Sediment Basin).
Therefore, maximize the surface area in the design. Because porous baffles
improve flaw distribution across the basin, high length to width ratios are not
necessary to reduce short-circuiting and to optimize efficiency.
Because well planned sediment traps are key measures to preventing Off -
site sedimentation, they should be installed in the first stages of project
development.
Rev. 6/06
Schedule Consideration
First land -disturbing activity —Stabilize bare areas immediately
with gravel and temporary vegetation as construction takes
place.
Install principal basins after construction site is accessed.
Install additional traps and barriers as needed during
grading.
Install key practices after principal sediment traps and before
land grading. Install additional runoff -control measures during
grading.
Where necessary, stabilize streambanks as early as possible.
Install principal runoff conveyance system with runoff -control
measures. Install remainder of system after grading.
Begin major clearing and grading after principal sediment
and key runoff -control measures are installed. Clear borrow
and disposal areas only as needed. Install additional control
measures as grading progresses. Mark trees and buffer
areas for preservation.
Apply temporary or permanent stabilization measures
immediately on all disturbed areas where work is delayed or
complete.
Install necessary erosion and sedimentation control practices
as work takes place.
Last construction phase —Stabilize all open areas, including
borrow and spoil areas. Remove and stabilize all temporary
control areas.
6.60.1
u
Design Criteria summon•:
Temporary Sediment Trag
Primary Spillway:
Stone Spillway
]Maximum Drainage Area:
5 acres
Minimum Volume-
3600 cubic feet per acre of disturbed area
Minimum Surface Area:
435 square feet per cfs of Q �a peak inflow
Minimum LJW Ratio:
2:1
Minimum Depth:
3.5 feet, 1.5 feet excavated below grade
Maximum Height:
Weir elevation 3.5 feet above grade
Dowatering Mechanism:
Stone Spillway
Minimum Dewatering Time:
N/A
Baffles Required:
3
Storage capacity —Provide
a minimum volume of 3600 21lacre of disturbed
area draining into the basin.
Required storage volume may also be determined
by modeling the sail loss with the Revised Universal Sail Loss Equation or
other acceptable methods.
Measure volume to the crest elevation of the stone
spillway outlet.
Trap cleanout—Remove sediment from the trap, and restore the capacity
to original trap dimensions when sediment has accumulated to one-half the
design depth.
Trap efficiency —The following design elentents must be provided for
adequate trapping efficiency:
• Provide a surface area of 0.01 acres (435 square feet) per cfs based on the
10-year storm:
• Canvey runoff' into the basin through stable diversions or temporary slope
drains;
• Locate sediment inflow to the basin away from the darn to prevent short
circuits from inlets to the nutlet;
• Provide porous baffles (Practice 6.65, Porous Rqp-s);
• Excavate 1.5 feet of the depth of the basin below grade, and provide
lninimuln storage depth of 2 feet above grade.
Embankment —Ensure that embankments for temporary sediment traps do
not exceed 5 feet in height. Measure from the center line of the original ground
surface to the top of the embankment. Keep the crest of the spillway outlet
a minimum of 1.5 feet below the settled top of the embankment. Freeboard
may be added to the embankment height to allow flow through a designated
bypass location. Construct embankments with a minimum top width of feet
and side slopes of 2:1 or flatter. Machine compact embankments.
Excavation —Where sediment pools are formed or enlarged by excavation,
keep side slopes at 2:1 or flatter for safety.
Outlet Section —Construct the sediment trap outlet using a stone section of
the embankment located at the low point in the basin. The stone section serves
two purposes: (1) the top section serves as a non -erosive spillway nutlet for
flood flows; and (2) the bottom section provides a means of dewatering the
basin between runoff events.
Stone slze-�,onstruct the outlet using well -graded stones with a d,,4 size of 9
inches (Class B erosion control stone is recommended,) and a maximum stone
Practice Standards and Specifications
size of 14 inches. The entire upstream face of the rack structure should be
covered with fine gravel (NCDOT 057 or #5 wash stone) a minimum of 1 foot
thick to reduce the drainage rate.
Side slope�,—Keep the side slopes of the spillway section at 2:1 or flatter.
To protect the embankment, keep the sides of the spillway at least 21 inches
thick.
Depth —The basiri should be excavated 1.5 feet below grade.
Stone spillway height —The sediment storage depth should be a minimum of
2 feet and a maximum of 3.5 feet above grade.
Protection from piping —Place filter cloth on the foundation below the riprap
to prevent piping. An alternative would be to excavate a keyway trench across
the riprap foundafion and up the sides to the height of the dam.
Weir length and depth —Keep the spillway weir at least 4 feet long and sized
to pass the peak discharge of the 10-year storm (Figure 6.60a). A maximum
flaw depth cif' six inches, a minimum 1Teeboard of I foot, and maximum side
slopes of2:1 are recommended. Weir length may be selected from Table 6.60a
shown for most site locations in North Carolina.
Cross —Section tar'# 7 hed°
3600 cu ftlacre
Design settled
,amp _
Plan View
fi Iter �--
fabric
I r ,
fi fl
c,
2' to 3.5'
-----------
PIter 3
ub ric Mt n,
Figure 6.60a Plan view and cross-section view of a temporary sediment trap.
Overfill 6' for
r settlement
6�
�, Ern"ency by-
pass 5 below
t settled tap of
dam
Natural
mound
6.60.2 Rev. 6J06 Rev. 61" 6.60.3
DEMOLITION NOTF
A. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING
STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS
AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED, SUCH THAT THE
IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED.
B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE
ANDIOR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR
DEMOLITION AND DISPOSAL.
C. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY
TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DiJRING THE
CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD
SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES
OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND1CR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IF
CLEARANCES ARE LESS THAN SPECIFIED ON THE PLAN OR TWELVE INCHES
(I2•), WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER AND THE OWNER
PRIOR TO PROCEEDING WITH CONSTRUCTION.
E. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE
ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL
COORDINATE WITH THE ADJACENT PROPERTY OWNER, TO MINIMIZE THE
IMPACT ON TWFIO FLOW. TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE
ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES, BARRELS,
ANDIOR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO
NECESSARY.
F. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES
FOR RELOCATED LIGHT FIXTURES AN[) RELOCATION OF ELECTRICAL SYSTEM
AS SOON AS DEMOLITION BEGINS.
G. INTERRUPTION OF POWER TO ANY LIGHT POLES OR SIGNS SHALL NOT
EXCEED 24 HOURS,
H. THE CONTRACTOR SHALL MAINTAIN ALL SANITARY SEINER SERVICES TO
ANY "UPSTREAM" FACILITIES AT ALL TIMES. SANITARY SEWER SERVICES
SHALL NOT BE INTERRUPTED AT ANY TIME DURING CONSTRUCTION
ACTIVITIES.
I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF
UTILITY SERVICES TO THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF
THE BUILDINGS.
J. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE
INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT
MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH
CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY
COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE
LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING
PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S
FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY
FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL
FEES AND CHARGES. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN
PLACE SHALL BE GROUTED IF UNDER BUILDING.
K. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING,
BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES AND APPROVED
BY OVA NEWDEVELOPER CONSTRUCTION MANAGER.
L. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE
TO BE INSTALLED.
M. CONTRACTOR IS TO ENSURE NO DISTURBANCE OCCURS BEYOND THE
LIMITS SHOWN ON THIS PLAN.
GENERAL GRADING NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES PER THE DEMOLITION PLAN.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS
BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT
LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
3. STORM PIPE SHALL BE HDPE OR PVC AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.
4. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE
CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1.0 FOOT.
6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1.0 FOOT INTERVALS.
7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO
RETURN IT TO EXISTING CONDITIONS OR BETTER.
8. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
AND CONTINUOUS GRADE.
9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED
AREAS.
P-1564
FIRM NO.
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11-7-2022
SPRINGDALE GOLF COURSE
DRIVING RANGE EXPANSION
HAYWOOD COUNTY
CLIENT & PROJECT
SPRINGDALE GOLF COURSE
DRIVING RANGE EXPANSION
--------------------------
Know what's below.
Call before you dig.
PROJECT NO. DATE
CAD FILE NAME: DETAILS
DRAWN BY: JLM
CHECKED BY: PRG
DETAILS
C-202
SCALE: NTS
SHEET 9 OF 10 PERMITTING REV. 1

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P-1564
FIRM NO.
CAR O l'rr/r
SEAL
041370 - -
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1,1rtlr11r1101%1
11-7-2022
SPRING DALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
CLIENT & PROJECT
SPRING DALE GOLF COURSE DRIVING
RANGE EXPANSION______
Know what's below.
Call before you dig.
I PROJECT NO. I DATE
CAD FILE NAME: PRELIMINARY SKETCH PLAN REV 6
DRAWN BY: JLM
CHECKED BY: PRG
DETAILS
C-203
SCALE: NTS
SHEET 10 OF 10 PERMITTING REV. 1