20210008 Ver 2_ePCN Application_20210118

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20210008
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Alan Johnson:eads\adjohnson1
Information for Initial Review
la. Name of project:
COURTESY COPY - Mountain Creek Park
1a. Who is the Primary Contact?*
Gary Wirth
1b. Primary Contact Email:*
[e-mail]
Date Submitted
1/18/2021
Nearest Body of Water
Catawba River (Lake Norman)
Basin
Catawba
Water Classification
11-(75)
Site Coordinates
Latitude:
35.5992
A. Processing Information
County (or Counties) where the project is located:
Catawba
Is this a NCDMS Project
r Yes r No
Longitude:
-81.0322
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
2
Reviewing Office*
Mooresville Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
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: 42 - Recreation Facility
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
r 401 Water Quality Certification - Regular
W Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
O Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Catawba County NC
2b. Deed book and page no.:
Book #: 03056 Page #: 1219-1225
2c. Responsible party:
John Cameron
2d.Address
Street Address
25 Government Drive
Address Line 2
City
Newton
Postal / Zip Code
28658
2e. Telephone Number:
[phone]
2g. Email Address:*
State / Province / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No

[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Catawba County
3b. Business Name:
3c.Address
Street Address
25 Government Drive
Address Line 2
city
Newton
Postal / Zip Code
28658
3d. Telephone Number:
[phone]
3f. Email Address:*
JCameron@Cata\&baCountyNC.gov
4. Agent/Consultant (if applicable)
4a. Name:
Gary Wirth
4b. Business Name:
Wirth & Associates, Inc.
4c.Address
Street Address
1230 West Morehead Street
Address tine 2
#212
City
Charlotte
Postal / Zip Code
28208
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization Form for Mountain Creek Park.pdf
State / Frovince / Region
NC
Country
USA
3e. Fax Number:
State / Frovince / R3gion
NC
Country
USA
4e. Fax Number:
[phone]
36.54KB
C. Project Information and Prior Project History t^�
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Sherrills Ford
2. Project Identification
2a. Property Identification Number: 2b. Property size:
369804743141 589.26
2c. Project Address

Street Address
6554 Little Moutain Road
Address tine 2
Dty
Sherrills Ford
Postal / Zip Code
28673
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Catawba River (Lake Norman)
3b. Water Resources Classification of nearest receiving water:*
11-(75)
3c. What river basin(s) is your project located in?*
Catavba
3d. Please provide the 12-digit HUC in which the project is located.
030501011201
4. Project Description and History
State / Rwince / Rion
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The project site was previously used for timbering and forest management by Duke Energy prior tot he purchase of the property by Catawba County in 2010 for a future park site. When
purchased two conservation easements were put in place over the entire property. Both easement holders, the Catawba Lands Conservancy and the NC Water and Land Fund
(formerly the Clean Water Management Fund) have reviewed and approved the development plans for these facilities and the park.
General land use in the vicinity of the park is rural residential and agricultural uses. There is some limited small commercial uses along Little Mountain Road.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS map.pdf
581.09KB
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)
Soils map.pdf 496.22KB
4f. List the total estimated acreage of all existing wetlands on the property:
3.36
4g. List the total estimated linear feet of all existing streams on the property:
16,297
4h. Explain the purpose of the proposed project:*
The purpose of this project is to provide a nature themed park to the citizens of Catawba County and surrounding areas. Included in this park is water access to Lake Norman via 1)
kayak/canoe launch (RGP 125); and, 2) fishing and observation pier (RGP 56). Note that no wetlands nor any jurisdictional channels are impacted by these two proposed facilities that
require a General Permit. No other wetland or jurisdictional impacts are proposed for any of the park development.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
There are just two areas that require a General Permit: 1) the kayak
and boat launch to provide water access to the public; and, 2) the
fishing/observation to provide fishing and public viewing of Lake Norman.
The two access trails are allowable and the project has already been approved for riparian buffer impacts by ND DEQ and by NC DEQ DMS.
Most work will be top down construction of the boardwalks to minimize the buffer and shoreline disturbances. Trees larger than 8" dbh were surveyed in the two access trail areasand
these trees are being avoided and preserved.
4j. Please upload project drawings for the proposed project.
Site Plan Riparian Buffer.pdf 2.8MB
Lakeside Plan.pdf 1.38MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
No impacts proposed for project
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: Civil & Environmental Consultants, Inc.
Other:
5d1. Jurisdictional determination upload
CEC Wetland Determination 12-4-19.pdf 7.65MB
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?
No impacts for this or future projects related to the proposed park.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands r Streams -tributaries F Buffers
r Open Waters r Pond Construction
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
All wetlands and jurisdictional channels were avoided in the siting of the two proposed facilities.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Tree surveys and top down boardwalk construction Will minimize the removal of any trees larger than 8" dbh and minimize disturbance of surrounding
areas.
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:
No impacts = no mitigation.
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
What type of SCM are you providing?
V Level Spreader
V Vegetated Conveyance (lower SHWT)
r" Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
L5.11 - EROSION CONTROL - FINAL.pdf 4.06MB
L7.1 - SITE DETAILS.pdf 1.51 MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
Comments:
All permits for NPDES requirements have been obtained as well as Sediment and Erosion Control permits have been issued by INC DEQ.
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 is a park facility and no additional development should result as a result of this park facility.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees 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
51. 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?
We have contacted and received no objection from NC Wildlife Resource Commission for these facilities.
Consultation Documentation Upload
NC WILDLIFE RESOURCE COMMISSION MC PARK REVIEW.pdf 49.81 KB
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?*
NC Wildlife Resource Commission
Duke Energy Shoreline Management Plan
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?*

We have contacted the NC Department of Natural and Cultural Resources/State Historic Preservation Office and researched on line data. No historical
or archeological resources are located on or near this site.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
The proposed facilities will not have an impact on the high water elevation (FEMA floodplain) of Lake Norman.
8c. What source(s) did you use to make the floodplain determination?*
FEMA mapping.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature u
*
W By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Gary Wirth
Signature
�y4;�, w1wo
Date
1/18/2021

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO.
PARCEL ID: 369804743141
STREET ADDRESS: 6554 Little Mountain Road
Please print:
Property Owner:
Property Owner:
Sherrills Ford, NC 28673
Catawba County, NC
The undersigned, registered property owners of the above noted property, do hereby authorize
Gary Wirth of Wirth & Associates, Inc.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
25 Government Drive, Newton, NC 28658
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
/9", YIK)�Wte'('
Authorized Signature
Date: l � l l V / 1), 0 Date:

d. Mountain Creek Soils Map
— _MV Avh.�Wj
I A I1
!� K
,F
rMo� D
C-
o�
Mountain Creek
Soils Map
2008 NAIP Orthophotos
i CeCI Cecil clay laom
iCeSI Cecil sandy loam
iChL Chewacla loam
iMa Madison gravelly sandy loam
PaSI Pacolet gravelly fine sandy loam
iPa Pacolet soils
iWe Wehadkee fine sandy loam
Mountain Creek CE Property: 589.3 acres
CWMTF CE Property (Buffer): 282.3 acres
Perennial Streams: 16,299' N
(per field delineation)
W F.
Feet :X—M CATAWBA s
0 500 1,000
1 inch = 1,000 feet LANDS �ONSIRVAN(V
sMB/aea 9 December 2010
ChL
) Lake
Norman
16A 1
Ch
Catawba
O�
Nl,
I �ade�

b. Mountain Creek USGS Topographic Vicinity Map
J
\Y/- V . .............
%
V
U )r\
957
A
OU
ills
Mountain Creek
Topographic Map
Denver, Catawba USGS Quadrangles
20' Contour Intervals 1
1:3 Mountain Creek CE Property: 589.3 acres
I CWMTF CE Property (Buffer): 282.3 acres
0 Cat
N
(ATAWBA A-1
Feet din 'PI L,in COA
0 1,000 2,000 (ANDS (ONSIRVAN(Y ec nbu
1 inch = 2,000 feet 9 December 2010

Ne)
'ENTIRE NORTHEC�N PORTIONENTIRE NORTHWEST PORTION OF SITENOT SHOWN -;-OF 51TE NOT SHOWN
_ ` r v 1 } I 1 1 / - I; 1
I ♦ 1 I ' ;
�DESTRIAN BRIDGE CROSSING .� `,, / ,
__---------
!
760 CONTOUR Ile
POWER LINE ROW
RIPARIAN BUFFER
KAYAK/CANOE LAUNCH
LAKE
NORMAN
FISHING/OBSERVATION PIER
PNG EASEMENT
NOTE: ENTIRE 606. 14 ACRE5 ARE NOT
SHOWN
ZONING CODE 5UMMARY:
PROJECT NAME: MOUNTAIN CREEK PARK
PROPERTY OWNER: CATAWBA COUNTY
OWNER CONTACT: JOHN CAMERON PHONE: (828) 4GG - 7279
PLANS PREPARED BY: WIRTH * ASSOCIATES, INC. PHONE: (704) 375 - 1 588
PARCEL ADDKE55: G554 LITTLE MOUNTAIN ROAD, 5HERRIL5 FORD, 28G73
TAX PARCEL NUMBERS: 3G9804743 14 1 JURISDICTION: CATAWBA COUNTY ZONING: R-80
PROPO5ED USE: PUBLIC PARK ZONING OVERLAY: CRC-0,WP-0,FPM-0
PKOJECT SITE AREA: TOTAL: GOG. 14 ACRES
BUILT UPON AREAIIMPERVIOU5 COVERAGE: 372,574 5E/8.5G AC - 1 .4% BUA (LOW DENSITY)
DENUDED AREA: 27.63 ACRES
REvlsI D: 28.GG ACRES FEMA PANEL: #37 1 03G8800J; 37103G9700J
SOIL TYPE: CaB, CaC, CaD, Ce52, Cha, MqB, M<, PcF, PeP, P5F, WeA, w
WATERSHED: W5-IV CRITICAL AREA CREEK NAME: MOUNTAIN CREEK
YARD REQUIREMENTS:
SETBACK/KOW: G0'
SIDE YARD:
20' REAR YARD: 50'
REQUIRED SCREENING:
FRONT:
NO / YES
NO / YES
REAR:
SIDE (Q.-
NO / YES
51DIf (K): NO / YES
PARKING ONLY:
NO / ES
10' MIN. - NATURAL VEGETATION
REQUIRED BUFFERS:
FRONT:
NO / YES
REAR; S / YES
51DE (L):
NO / YES
51DE (R): 0 / YES
PARKING DATA:
REQUIRED: NA
PROVIDED: 275
ACCESSIBLE: I G - (8 VAN SPACES) COMPACT: NIA LOADING SPACE: NIA
TRASH COLLECTION TO BE PROVIDED BY CATAWBA COUNTY
GENERAL NOTE5:
I . 5EE SHEETS L3. 1 - L3.5 FOK ENLARGEMENT SITE PLANS.
2. BASE BOUNDARY AND TOPOGRAPHIC DATA OUTSIDE THE DENUDED LIMITS WAS DERIVED FROM CATAWBA
COUNTY GI5 DATA. TOPOGRAPHIC AND BOUNDARY DATA WITHIN THE DENUDED LIMITS HAS BEEN PROVIDED
BY: CIVIL � ENVIRONMENTAL CONSULTANTS AND 15 AERIAL FLOWN WITH FIELD VERIFICATION. CONTRACTOR
SHALL VERIFY ACCURACY OE PROPERTY LINES AND TOPOGfzAFHY IN FIELD AND NOTIFY THE OWNER IF THERE
ARE ANY DISCREPANCIES PRIOR TO BEGINNING ANY WORK.
3. T"E OWNER SHALL BE GIVEN A MIN. 24 HOUR NOTICE PRIOR TO BEGINNING CONSTRUCTION,
4. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CATAWBA COUNTY LAND DEVELOPMENT
STANDARDS AND SPECIFICATIONS.
5. NO ON -SITE LAND CLEARING AND INERT DEBRIS (LCID) LANDFILLS SHALL BE PERMITTED ON THIS SITE.
G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL E45TING UT1ITIE5 BOTH ABOVE AND BELOW
GROUND PRIOR TO ANY ANY DEMOLITION/EAKTH MOVING ACTIVITIES.
7. "STOP BEFORE YOU DIG". CALL NC 81 i CALL CENTER AT I-800-G32-4949. IT'5 THE LAW.
8. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNII`OKM TRAFFIC CONTROL
DEVICES (MUTCD).
9. ALL ROAD IMPROVEMENTS AT MOUNTAIN CREEK ROAD SHALL BE COORDINATED WITH NCDOT PRIOR TO
CONSTRUCTION.
10. 51GHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
1 1. SEE SHEET XX.X FOR SITE LIGHTING.
12. SEE ARCHITECTURAL DRAWINGS FOR BUILDING LAYOUT DATA.
13. Tf1E GENERAL CONTRACTOK SHALL PROVIDE AN A5-BU1T SUKVEY OF THE SEPTIC SYSTEM.
14, RETAINING WALL5 TALLER THAN 5' SHALL REQUIRE A BUILDING PERMIT FROM CATAWBA COUNTY CODE
EN70RCEMENT PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING THIS PERMIT. CON5TRUCTION OF RETAINING WALL5 CANNOT BEGIN UNTIL ALL NECE55ARY PERMITS
ARE ACQUIRED.
15. ALL DIMEN510NING TO BACK OF CURB UNLESS OTHERWISE INDICATED.
I G. ALL ASPHALT PAINTING TO BE WITH APPROVED ASPHALT PAINT (WHITE). PAINTING SHALL BE DONE PEP, MUTCD
STANDARDS. MINIMUM TWO COATS.
BUFFER NOTE5:
I . 50' RIPARIAN BUFFERS AS SHOWN SHALL BE FIELD E5TA5LISHED PROM THE SURVEYED 7G0 CONTOUR. THE
OUTER 50' BOUNDARY SHALL BE FLAGGED EVERY 75' TO CLEARLY IDENTIFY THE BOUNDARY EDGE.
FLAGGING SHALL BE DILIGENTLY MAINTAINED AS NEEDED OR AS INSTRUCTED BY GOVERNING AGENCIES.
FLAGGING SHALL ONLY OCCUR IN APEA5 THAT ARE ADJACENT TO THE LIMIT OF DISTURBANCE LINE.
2. 30' STREAM BUFFERS SHALL BE FIELD ESTABLISHED FROM THE TOP OF BANK AND SHALL BE FLAGGED EVERY
75' TO CLEARLY IDENTIFY TIE BOUNDARY EDGE. FLAGGING SHALL BE DILIGENTLY MAINTAINED AS NEEDED OR
INSTRUCTED BY GOVERNING AGENCIES, ONLY THE STREAM BUFFER BELOW SEDIMENT BA51N #2 SHALL BE
FLAGGED. OTHER STREAM BUFFERS MAY REQUIRE 1LAGGING AS DETERMINED BY THE GOVERNING AGENCIES.
51TE FURNISHINGS SCHEDULE:
COUNT
DESCRIPTION
DETAIL REF. NUMBER
1 5
Trash e- Kecyclrng Container
Detail 7, Sheet L7.5
13
Bench
Detail 8, 5heet L7.5
19
Fcnic Table (Standard)
Detail 9, Sheet L7.5
1 1
Picnic Table (Acce5511?le)
Detail 9, Sheet L7.5
2
Bike Kepair Station
Detail 1, Sheet L7.7
9
Bike Stand
Detail 2, Sheet L7.7
PREPARED FOR:
CATAWBA COUNTY
I OOA 5W Blvd.
Newton, NC 28G58
PROJECT:
MOUNTAIN CREEK
PARK
G554 Little Mountain Road.
5hemII5 Ford, NC 28G73
PREPARED BY:
V//Awrth & dissociates
LANDSCAPE ARCHITECTS AND LAND PLANNERS
1230 W. Morehead St. Suite 212
Charlotte, NC 28208
Phone: [phone] Fax: [phone]
Email.• gwirfh�wirthassodates.com
0
¢
SITE
z
9 �
w
z
LITTLE MOUNTAIN o
ROAD N
VICINITY MAP
n.t.5.
0 125 250 500
1 1 1 T
I finch = 250 ft. rO=
SEAL:
`,```,1��,►t�tittCrArRr
-9.
1 2.23.2020
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
NA
ECM
I "= 200'
1 I .04.2020
REVISIONS:
NO:
DATE:
DESCRIPTION:
BY:
I .
OG.2G.20
DEQ SUBMITTAL
ECM
2.
03.25.20
NCDOT SUBMITTAL
ECM
3.
I I.04.20
CONSTRUCTION
ECM
SET
4.
1 2.23.20
BOARDWALK AND
ECM
5EPTIC REVISED
5HEET TITLE:
OVERALL
51TE PLAN
SHEET NO.:
L3*0

"NATURAL" SHORELINE
CLASSIFICATION
ATURAL SHORELINE CLASSIFICATION ENDS,
FUTURE RESIDENTIAL SHORELINE BEGINS
"FUTURE RESIDENTIAL'
SHORELINE CLASSIFICATION
I
�
I
I
X15TING HARDWOOD TREE, TYP.
72.z--
LAKE
NORMAN
3.G5 73
ROPERTY LINE/LAKE EDGE
75 T
7 . �`♦`�
84 a-- _
75.0
'7432
; ' - i30'
RIPARIAN BUFFER
`
OARDWALK RAMP, TYP.
OARDWALK LANDING,
UTURE RECREATION
TYP.
EASEMENT (1 ,G2G SF)
/ - 15 FT. OFFSET
ANOE, KAYAK LAUNCH
5G7 SF DISTURBANCE
�� ��°
�� 25 WITHIN
/�.�
UTURE RECREATION
B��I
v v
v UFFERRIPARIAN
,6 .s-
-
-�,
``��
_
��`�`y - ���
/
EASEMENT (4,575 SF))
---
5.1 85. 6
-15 FT. OFFSET
85.
84.4
84.82
8
.� `� A ` `� `
ti
8. CY
ISHING/OBSERVATION
�-
82.76
`� �� �`� _ ��
48. 6'
PIER
27
6252
Ms2.�o/ \
•�
m �``' �, — --- ��`
oo' 64. oo'
8G.
e
OARDWALK RAMP, TYP.
88.1
: .4G8
OARDWALK LANDING,
TYP.
��
`�' I I =�°'1
� ��� _• `, 755 SF DISTURBANCE �
; �\,;
WITHIN RIPARIAN
--"FUTURE RESIDENTIAL"
'-BUFFER
SHORELINE CLASSIFICATION
0 25 50 100
1 inch = 50 ft.
FISHING P1
TOF:7G4
BOTTOM:
TOP OF FC
LAKE NOKN
7GO
LAKE BED
(VARIED)
FISHING FIL.
SUFFORTP05T
ROM FIER 8.00
BOARDWALK LANDING 4.00— --4.001 TOP OF FOND
(ELEV: 7G7) LAKE NORMAN
(ELEV: 7GO)
7, 0'
AKE BED (VAIKES)
5TAI R5 M F
(PEDESTRIAN ENTRANCE) (CANOE/KAYAK ENTRANCE)
0 15 30 60
1 inch = 30 ft.
MOUNTAIN CREEK PARK - LAKESIDE PLAN
PREPARED BY: At Firth &Associates
LANDSCAPE ARCHITECTS AND LAND PLANNERS
12M W. Noreheod St. Suite 212
Chodotte, NC 28208
Phone: [phone] Fox • 704-375-3844
Em A..• gwirth®wirthossociotes.com
J.D. Goodrum
GENERAL CONTRACTORS
DECEMBER 23, 2020
NORTh

_: Dom'- a 1.1 - /I /
E: 4,51 1 CF �'
(
)UIRED: 2,GO5 51`
p Q>
)VIDED: 2,802 SF /
�♦_
\ 00 04
AY WIDTH: 1 O'
'AY ELEV: 804.5
/. 804= 2,802 SF �'
ELEV. 802 = 2,009 S�
/ s�
�s�
ON: 603 Q
CATCh BASIN INLET
PROTECTION, TYP. D /
/ -INSTALL AN SOON AS
STRUCTURES ARE CARRYING
/ RUNOFF h
/ -CLEAN AND MAINTAIN AS z� '
j SILT BUILDS UP /
i 1
1 � � I I I 1 I I I � I I I�`\� ♦� �� V � �
I � � I I I I II I I I � xr I � � I s ♦� \V A � � \
CLC/C.,MTr- 5 SILT FENCE - TYP.
tea,
7�O SHEET L5. 12
�sII�OUfDAIRY �INF� o
I `� � l I I I I I I I I� � I � ��♦ � �� � � �
l �l l l I I I I I I I I � �� �s�� ♦♦ � � � �
SHEET L5. 1
Oros LIMITS OF
DISTURBANCE LINE II
�1
PSF - TD
s ROCK CHECK ' j �/ Av /1 i /
/ �1,� rP l 6' I
7.I DAM (TYP.) ' �6 / > s9 SILT FENCE W/ TREE/�
-EVERY 2 VF / a
o FENCE ON TOP -TYP.
/ - INSTALL RIP -RAP PER / ♦ �'
r / - 6 L7.I
/ �9 _ MATTING
I TEMP. SILT DITCH � / / / ,- �cP � ''�" 1 1 1 � I I I / 1 GRADING PLANS � i � � �� � ° ♦ A/ i _ vA A\
RE-ESTABLISH DAILY / / // r' �� /'
O � - \- 6 /PERM SWALE A
, � 1 1
L i
- ' - Q �� 94 A �/ o
5*e1 SILT FENCE W/TREE 7 ��� I♦
PENCE ON TOP -TYP. Q /' �� _ 1 v ��
II I I � ?`�/� - � V Ate' A � / ice♦ A A
----f , /' I' / / 8 O ,, 8 e 1 i 1 � I A � � � � � P -P' A � A "n./'--mot♦ 4 ��/ � / � 1
ESTABLISH PERM. SWALE V 792 v " - / A �•
PER GRADING PLANS, 1 I I A , v � ���► � , � � //� ' � � - � I
ESTABLISH GROUND COVER,---
'
INSTAWMAINTAIN MATTING v v A � � 1 7g0
C)3 AND CHECK DAMS
V
--� LIMITS OF 6 PERM SWALE / -
W A
DISTURBANCE LINE /� /� / ,' % / �A v A I �, 1 i '/',� - LAKE
DOUBLE
RM SWALE / A 6 A \ _ / / / -I
SILT FENCING N O ISM AN
PE��
/ -� O 4� / / / O As� ♦/ /
°
7 SILT FENCE OUTLET
FENCE W/ TREE `v v A 9 TREE FENCE - _ L7 0 STRUCTURE
LIMITS OF 1 70 _ s � A � / 1 � 1 _ I
FENCE ON TOP -TYP. DISTURBANCE LINE
ROPERTY LINE/LAKE EDGE
/ / A
INSTALL RIP -RAP PER
\
/f , ` . _ GRADING PLANS
i
CATCH BASIN INLET 50 RIPARIAN BUFFER
PROTECTION, TYP. A ---- ° SILT FENCE OUTLET -INSTALL AN SOON AS V eye / A
TEMP. SILT DITC / / ' Se �� A v 30 LAKESIDE ZONE
- ti �� / / / / /�� L7.o STRUCTURE STRUCTURES ARE CARRYING A NOT TO BE DISTURBED
L7.1 -A / / ��� I A 1
/ RE-ESTABLISH DAILY 26 cP - - _
/ � 8 r / 83 I/ ��, � I � v I I , � RUNOFF � � ' � A � / � � � A A
L T / A
- ' � ' / / ' / 2 I /A A I II A 1 -CLEAN AND MAINTAIN AS 5�� SILT FENCE W/TREE
�� A A FENCE ON TOP -TY
SILT BUILDS UP
P.
C AKE EDGE - MEAN
I A w 8 r11Gh WATER
A E� 1 I I \ _ _
V HAZARD D
TREE 0
-_ SILT FENCE
vOUTLET
7 SWALE �r ��
� A � � L7.o KAYAK/CANOE LAUNCH TO
� / A � / A /� _ STRUCTURE
/ I A ` 1 / ' �-- ` � �� �� � � � BE DESIGNED AND BUILT BY
MATTING l 7 V A
/ / / �6 � 1 � V I I � �� 1 � I / � r V i ♦ / 2 � � � � ° OTHERS
CATCH BASIN INLET ,
PROTECTION, TYP.
-INSTALL AN SOON AS rp � 1 / - 84 ♦ ` `� \ ��
A v A STRUCTURES ARE CARRYING
V
a� 38 N / RUNOFF
I 1 1 -CLEAN AND MAINTAIN AS
� I SILT BUILDS UP
G MISC. SWALE -
/ s A - A ��� aw
-33 �L7. I
g� A A \ A �� A d ♦ �� ��
z /' LIMITS OF -\p s1 A / / / �A �� ' �� ��s ♦ �� A �� f �
DISTURBANCE LINE
' HIKING/BIKING TRAIL APPROVED
01/08/2020-5EE SHEET NOTES
__ 8 N CATCH BASIN INLET
#3 SHEET L5.8 --- -__ Lt / (- ` A A / / Yo PROTECTION, TYP.
' -IN5TALLAN SOON AS // ♦AA L
STRUCTURES ARE CARRYING
N I AIv1 RUNOFF
k 8 r
� v v , � A A I � � � / 1 -CLEAN AND MAINTAIN AS
_ SILT BUILDS UP
A
A
,'�
SILT FENCE OUTLET a 7.0
, � � I � I v � A I � FENCE ON TOP -TYP.
L7.o STRUCTURE 84g
LIMITS OF ♦ /�
DISTURBANCE LINE
S // 1, A
IN, � 11 v I
A � o I /i
-- I
5*9 SILT FENCE W/TREE
7.O FENCE ON TOP - TYP. ` 6
/ N�
1I �I / Ao moo' i ��►
/
-- --
/ ----
/, ---� I 1 I / A 1 / I I 11 I � � 1 , I /A I I / / / •�
� �I' / / �� p i ' / SKIMMER SEDIMENT BASIN # 4B
/ +T,_
L7.0
DRAINAGE AREA: 3.05 AC
DENUDED AREA: 1.08 AC
REQUIRED STORAGE: I ,944 CF AA
/ A PROVIDED STORAGE: 2,934 CF
SURFACE AREA REQUIRED: 1,481 SF
5URY"
SOUThl DEVELOPMENT AREA �I � � c� � ' „� - ' TOP Or DEFIM:E AREA PROVIDED: 1,542 sF /
' TOP OF BERM: 780 � /
' I T 0 a EMERGENCY SPILLWAY WIDTH: 1 3''
PER CATAWBA LANDS CONSERVAC9TREE FENCE TYP. TREE PENCE EMERGENCY SPILLWAY ELEV: 778.5NY
A V 1 I I / I TOP OF POND: ELEV. 778 = 1,542 5F . \
AND CIF NIWATER MANAGEMENT TRUST
✓
_ I
I
1
I
C
/A
/
I
I
I
a
/v r 5#9 SILT FENCE W1 TREE
7.o FENCE ON TOP - TYP
e HIGH HAZARD �� �� ♦� ��� ���� ���--
�, v 7.0 SILT FENCE ♦♦ ��
a CATCH BASIN INLET 1'�� /' ♦♦♦ �� �� �1 ��
L .o PROTECTION, TYP. ♦ \
-INSTALL AN SOON�� % �'� /�♦♦ 'v �I 1
�AS STRUCTURES ARE /�'- ♦♦ I
CARRYING RUNOFF ��%mod` ♦♦ 1
-CLEAN AND MAINTAIN
AS SILT BUILDS UP
/
42 LF OF 4" PVC
OUTFALL PIPE
1 @ 2.4% SLOPE
1 O'x I O' CLASS B
%RIP RAP APRON17
JJe
s
}
/;e 17 SWALE
I /
\ \ rogue 00 ♦ , L7.1//MATTING
775
/6/ /PERM SWALE
FISHING
DE5IGNI
OTI1 ERS
N
''yIJ �
=
�� ;
, /3 YP CHLCK DAM, T
Og�B D
NV: /
/
/ L7. 1
�'
131EMERGENCY
SPILLWAY - ELEV. 776.5
/
SKIMMER
2 •••Ii /
/ /
' S MATTING
BOTTOM OF POND: ELEV. 77G = 892 SF " L7.0 T �••. / / / L7.1 SEED �- MATT SPILLWAY
FUND �� ' � `-
- � v v I � CLEAN -OUT ELEVATION: 777 A SOON AS
CONSTRUCTED
A � � I � 1 I 3 COIN MESH BAF (TYP.
N 11 I L7.o � .� / �' / / v ,--
` 1 s a 1 2 / 1
d1 I - -TRIPLE ROW MIN. I O SPACING �
A s
� -EXTEND TO ELEVATION 679.0
-4 /
03
-
/-
SILT FENCE
o %/ �sf �1 5s SILT PENCE
TOP�RTYP.
59 W/ TREE \ e g 9
� � J � �
A / FENCE ON TOP - TYP.
-
/
SILT FENCE
CIO
du-�_ .ii=d�di-�sd �,di=d=di---l--:�i- / •� ' T T / T / / /;, I / I '\ I - I 1 - A
SILT FENCE OUTLET
6 PERM SWALE
/ / / / STRUCTURE
WETLAND
� � ��° � -�6 -
70.21
ACRES % /
�
MATTING / / / �' /� / � I / , / / / ♦ /
i l x�� / / / / I I o / I / E -s�_� z I I / , �r�/ / / / / ♦ / / / / /
`� "000- 3 CHECK DAM TYP // / N,,� _ /' /' ' ,/ ♦ / / / / / / i -
/ / o N /I ♦
EVERY 2 IN / 0 �I ��y PERENNIAL STREAM ` s e LIMITS OF DOUBLE /
i ELEVATION DROP;A # I / / / �� v 3 / ♦ - - - -
�� I / / / �' � / / / I � � � / / / / 01 v I' I �I �� v SILT FENCING
. I �. 542 LINEAR FEET
SEPTIC FIELD AREA -EXACT / / / / / // �� / �� 5� SILT FENCE W//GREE
SIZE TO BE DETERMINED - /' / a i / moo- V ♦ i /
LIMITED CLEARING TO 00,Q 5f ' / / / /' 5 SILT FENCE W/TREE / 7.
T // , o / FENCE ON TOP TYP.
/ e
�' FENCE ON TOP - TYP.
OCCUR / / // -
��4/ 'i' , �
/ A 301 BUFFER PER WP-O-
4�' CATAWBA COUNTY ORDINANCE-
�'--------
b _
------ ' ��� ' i' ' / / / / ,' / / 50
-
i
PREPARED FOR:
CATAWBA COUNTY
OOA SW Blvd.
Newton, NC 28G58
PROJECT:
MOUNTAIN CREEK
FARK
G554 Little Mountain Koad.
SherriII5 ford, NC 28G73
PREPARED BY:
116irth & Associates
LANDSCAPE ARCHITECTS AND LAND PLANNERS
1230 W. Morehead St. Suite 212
Charlotte, NC 28208
Phone: [phone] Fox: 704-375-3844
Email: gwirth®wirthossociotes.com
Q
SITE 0
z
9 V)
w
J
a
z
LITTLE MOUNTAIN
ROAD N
N
VIICINITY MAP
O 2C 40 80
I Inch = 40 ft. riOM
SEAL: ��{{{ {++iir►rrrr�
CAR
``,tip ��� ao • % f�
r •. v
'f r'll"mi f I l
1 1 .04.2020
DPAWN BY:
CHECKED BY:
SCALE.
DATE:
REVISIONS:
NA
GW
40I
1 1 .04.2020
NO: DATE: DESCRIPTION: BY:
I . OG.2G.20 DEQ SUBMITTAL ECM
2. 1 1 .04.20 RELEASED FOR ECM
CONSTRUCTION
SHEET TITLE:
FINAL ER0510N
CONTROL FLAN
SHEET NO.:
L5,v I I

PREPARED fOR:
Excavate channel to design
Overlap 6" min- grade and cross-section
i.
�,. Design depth ��d�+� : Y
Lo
ngitudinal
_ tilt.• anchor trench
Overcut channel 2" to allow bulking
during seedbed preparation y
Typical installation-'
V with erosion control
blankets or turf
reinforcement mots
6.
Intermittent check slat Longitudinal anchor Trench
5hingle-lap spliced ends or begin new
roll in on intermittent check slot
Prepare soil and apply seed before s,
installing blankets, mats or other
temporary channel liner system
NOTE$:
1- ❑Esign velocities exceeding 2 ff/sec require temporary blankets, mats a similar liners to protect
seed and sail until vegetatian becomes estab IisTed
-
2- Grass -lined channels with design velocities exceeding b ft/sec should include turf reinforcement
nmtS
SWALE MATTING
NTS
PERMANENT SEEDING
GENTLE SLOPES
STEEP SLOPES
SEEDING
MIXTURE
80 LBS/ACRE OF TALL FESUE
100 LBS/ACRE TALL FESCUE
30 LBS/ACRE SERICEA LESPEDEZA
(UNSCARIFIED AFTER AUGUST 15)
10 LBS/ACRE KOBE LESPEDEZA
FALL: AUGUST 25 - OCTOBER 25
FALL: AUGUST 25 - OCTOBER 25
LATE WINTER: FEBRUARY 15 - APRIL 15
LATE WINTER: FEBRUARY 15 - APRIL 15
TO EXTEND SPRING SEEDING INTO JUNE, ADD
TO EXTEND SPRING SEEDING INTO JUNE, ADD
SEEDING
15 LBS/ACRE HULLED BEKMUDAGFASS
15 LBS/ACRE HULLED BEKMUDAGKASS
DATES
OVERSEEDING Of KOBE LESPEDEZA OVER FALL -SEEDED
OVEKSEEDING OF KOBE LESPEDEZA OVER FALL -SEEDED
TALL FESCUE IS VERY EFFECTIVE.
TALL FESCUE IS VERY EFFECTIVE.
APPLY LIME AND FERTILIZER PER SOIL KESTS, OR 4000
APPLY LIME AND FEKTILIZEK PER SOIL KESTS, OR 4000
SEEDING
LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 10- 10- 10
LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 10- 10- 10
AMENDMENTS
FEKTILIZEK.
FERTILIZEK.
TEMPORARY SEEDING
EARLY SUMMER SEASON
STEEP SLOPES
SEEDING
MIXTURE
40 LBS/ACRE OF GERMAN MILLET
80 LBS/ACRE OF TALL FESUE
120 LBS/ACKE RYE (GRAIN)
80 LBS/ACRE TALL FESUE
MAY I - AUGUST 15
OCTOBER 25 - DECEMBER 30
BETWEEN DECEMBEK 30 - FEBRUARY 1 5,
SEEDING
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
ADD 50 LBS/ACRE OF ANNUAL KOBE LESPEDEZA.
DATES
APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT
APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT
HYDROSEEDING.
HYDROSEEDING.
APPLY LIME AND FERTILIZER PER SOIL RESTS, OR 2000
APPLY LIME AND FERTILIZER PER SOIL RESTS, OR 2000
SEEDING
LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10-1 0- 10
LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10- 10- 10
AMENDMENTS
FERTILIZER.
FEKTILIZER.
STANDARD SEEDBED PREPARATION NOTES:
1 . SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4"-G" DEEP.
3. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE 50 THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION.
4. If NO SOIL TEST 15 TAKEN, FERTILIZER AND LIME TO BE APPLIED ACCORDING TO SEEDING SPECIFICATIONS LISTED. IN ADDITION, PROVIDED 15 05/ 1000 5F Of
SUPERPHOSPHATE,
5. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE 501L DURING SEEDBED PREPARATION.
SEEDING SCHEDULE SPECIFICATIONS
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
pow"MIH-
­A
c� c-) 0 R CTP.PLE5 SANDBAG jrrP.I
�/ 7 n
I l l 11) MIL
C.. PLASTIC
b SIDE G_OPE, LINING ''P'NOBAp_'SS TYP.I
7R STAPE
-A
T CLEARLY MARKED SIGNAGE RFC 10N A -A
COf+CRETEy NU I IN L+"D LV UL(1 U?U4"MIN.)
wACI IouT ROES:
1-ACTJAL LOCATION DETE RN I NED I N F IELD
2- TH E CCNCRETE WASHOUT STRUCTJR E$ S HALL B E
MAINTAINED WHEN THE LIQUID ANDIOR SOLD PEACHES
75% Or TI I GTZUGTU REG GAPACrrf.
PLAN 3-CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH 51GNAGE NfjTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO 'SCALE
HIGH 14'-0' MIN.
C[HESIVEB ` B AND �GEITYP.j
LOW FILTRATION HICH
SCIL BERM L ! 1OHEPIVEB
n `-� L: C( _ ��l�0 MIL CPJ75iIC LINING;' + LOW FILTRATION
L
r) _ I51, E SLCPEj + F01L BER1A
< rL
= 0 a 2 G
T 0 C� � SECTION 3-B tit"
g�
k
8
4
N]&4G5 P.) NOTES:
OR STAPLE 1. ACTUAL L•DC4TION DETERMINED INFIELD
ULtSRLY MA T&U SIGNAUL 2. THE CONCRETE VVASHOVT -STRUCTURES
COh CRCTC �-'' J NOTING DEVICe(18•Y A"MIN.] DI I.LLL LIE MAI NTAINCD %VI I=N TI IC UQUI❑
WASHOUT AN NCR SOLI ❑ REALCH ES 75% OF TF e
STRUCTURES CAPACITY TO PROVIDE
AD EQUA-E HCLDING CAPACITY VVI-H .A
M I HIM JM 12INCHES OF FRE EBOARD.
PLAIN &CCNC=1 WA' ICUT --TRUCTURE NEED-^•
TO BE CLEA.RY MARRED WITH S IG WAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUT STRUCTURE
NTS
36" MIN. SPACING TYP.*
EMBANKMENT MATTING DETAIL
12" MIN.
SPACING TYP.*
r
L 6"
OVERLAP
IN SLICE
WATER TABLE
j
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
MET.
3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
TEMPORARY SILT DITCH
NTS
GENERAL NOTES:
I . UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-1`00T 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. PLACING A 2-FOOT
FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57
STONE) ON A 2: 1 SLOPE WITH A HEIGHT
OF I G 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.
G. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GKOUNDCOVER.
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
NCDOT #5
WASHED
NCDOT #5
WASHED
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS �`�J NTS NTS
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER. SEE TABLE BELOW.
2. REFER TO THE NC SEDIMENT AND EROSION CONTROL MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND -
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SI
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIF
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE Al
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL.
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTI
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHAP
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATE
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL
MUST BE STABILIZED.
W2
END OF FLARED SECTION
NATURAL GRADE
ELEVATION (IF NEEDED) V
^I RIP RAP
I-t
NOTE: `--LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
RIP -RAP APRON AT PIPE OUTFALLS
MIN.
I
T (THICKNESS)=10" MIN.
BW ss III
rI
II _ff LI
lil 1i
-1 1 11 1 1-III I I I I I1 I I-
SWALE
BOTTOM WIDTH
TOP WIDTH
SIDE SLOPE
BOTT. SLOPE
DEPTH
LINING
# 1
4'
101
3:1
5.097o
1'
1
#2
4'
10,
3:1
9.207o
I'
#3
4'
10,
3:1
3.0%
1 11
#4
4'
10'
3:1
4.7%
1
1
#5
4'
10'
3:1
G.3%
1'
1
#G
4'
10,
3:1
2.6%
11
1
#7
4'
10,
3:1
3.5%
1'
1
#8
4'
10,
3:1
9.0%
1 '
1
#9
4'
10,
3:1
8.3%
1'
1
#10
4'
10,
3:1
2.7%
1'
1
#1 1
4'
10,
3:1
5.2%
1'
1
#12
4'
10,
3:1
7,3%
1 1
1
# 1 3
4'
10,
3:1
1 1 .0%
1'
1
# 1 4
4'
10,
3:1
1 0.0%
1'
1
# 1 5
4'
10,
3:1
5.0%
1'
1
# 1 6
4'
101
3:1
2.0%
1
1
I . LINING SHALL BE P300 AS MANUFACTURED BY NORTH AMERICAN GREEN OR APPROVED EQUAL.
NOTE: ALL 5WALE5 TO BE MATTED AND SEEDED PER NOTES, DETAILS AND SPECIFICATIONS.
GRASS LINED DRAINAGE SWALE
GENERAL NOTES:
1. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
TEMPORARY ROCK CHECK DAM
i
�2�! j • a
CLASS B RIP
raw-AAN
4' MAX.
V-15" MIN.
CROSS-SECTION
M
-GAUGE HARDWARE CLOTH
MESH OPENINGS)
-------------
C4
^� "'- ED STONE
AX
LATER
CATAW13A COUNTY
OOA SW Blvd.
Newton, NC 28G58
PROJECT:
MOUNTAIN CREEK
PARK
G554 Little Mountain Road.
Sherrills ford, NC 28G73
PREPARED BY:
116irth & Associates
LANDSCAPE ARCHITECTS AND LAND PLANNERS
1230 W. Morehead5t. Suite 212
Charlotte, NC 28208
Phone: [phone] Fax: [phone]
Email gwirthna wirtha55ociate5.ccm
SITE
0 5
-D
O
LITTLE MOUNTAIN -
ROAD N
r1,
VICINITY MAP
SEAL:
���tiutilrrrlrfL
%%., CA
01111rfill
m►�1ti���
1 1 .04.2020
DRAWN BY:
NA
CHECKED BY:
ECM
SCALE:
NTS
DATE:
1 1 .04.2020
REVISIONS:
NO: DATE:
DESCRIPTION:
BY:
1. OG.2G.20
DEQ SUBMITTAL
ECM
2. 1 1 ,04.20
RELEASED FOR
ECM
CONSTRUCTION
SHEET TITLE:
SITE D ETA I LS
SHEET NO.:
L7.1
NTS NTS NTS

Gaa Wirth
From: Goudreau, Chris J. [[e-mail]]
Sent: Monday, January 04, 2021 2:46 PM
To: Gary Wirth
Cc: Broadway, Chad
Subject: RE: [External] Mountain Creek Park Agency Review for Shoreline Management Permitting
Follow Up Flag: Follow up
Flag Status: Flagged
Mr. Wirth,
NCWRC has no objections from a SMP perspective.
------------------------------------------------------------
Chris Goudreau
Hydropower & Special Projects Coordinator
Habitat Conservation Division
NC Wildlife Resources Commission
645 Fish Hatchery Road
Marion, NC 28752
office: 828-803-6045
mobile: [phone]
[e-mail]
ncwildlife.o[g
13 501119 TUt A
From: Gary Wirth < )AL wirthassociates.com>
Sent: Wednesday, December 30, 202012:37 PM
To: Goudreau, Christ. <[e-mail]>
Cc: Broadway, Chad <Chad.Broad [e-mail]>
Subject: [External] Mountain Creek Park Agency Review for Shoreline Management Permitting
CAUTION: External.email. Do not clicklinks or open attachments unless
you verify. Send all suspicious email as an attachment to Report
St am.
Mr. Goudreau:
Duke Energy Lake Services has completed the review of the preliminary submittal for the proposed Mountain Creek Park
facilities as it pertains to the our Lakeshore Management permit for the three facilities along the shoreline of Lake Norman
in Catawba County. See the attached cover letter and other attachments depicting these three facilities.
We are requesting concurrence, and/or comments from your agency for these facilities solely as they pertain to the
shoreline management application. Please let me know if you need any additional information to solicit your concurrence or
comments.
I am also requesting that you respond back to me via email that you have received this information.
Respectfully submitted,

Gary Wirth, PLA, ASLA
Principal
Wirth & Associates, Inc.
1230 West Morehead Street, Suite 212
Charlotte, NC 28208
704-375-1588
704-375-3844 fax
This a -mail and any files transmitted with it are confldential and intended solely for the use of the Individual or entity to whom they are addressed. If you have received this e-mail In
error please notify the system manager, Please note that any views or opinions presented in this a -mail are solely those of the author and do not necessarily represent those of the
company. Finally, the recipient should check this a -mall and any attachments for the presence of viruses, The company accepts no Ilability for any damage caused by any virus
transmitted by this e-mail
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.