20201633 Ver 1_ePCN Application_20210608

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
June 1, 2021 Ver4.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
✓ No
Is this project a public transportation project?*
✓ Yes r No
Change only if needed.
BIMS # Assigned* Version#*
20201633 1
Is a payment required for this project?*
✓ No payment required
✓ Fee received
✓ Fee needed - send electronic notification
Reviewing Office *
Mooresville Regional Office - [phone]
What amout is owed?*
✓ $240.00
✓ $570.00
Select Project Reviewer*
Alan Johnson:eads\adjohnson 1
Information for Initial Review
la. Name of project:
Stables at Heritage Farm Stream Restoration
la. Who is the Primary Contact?*
Derek Goddard
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
6/8/2021
Nearest Body of Water
UT to Withrow Creek
Basin
Yadkin-PeeDee
Water Classification
C
Site Coordinates
Latitude:
35.655994
Longitude:
-80.772437
1 c. Primary Contact Phone:*
[phone]
A. Processing Information
County (or Counties) where the project is located:
Iredell
Is this a NCDMS Project
✓ Yes r No
Is this project a public transportation project?*
✓ Yes r No
Pre -Filing Meeting Information
Is this a courtesy copy notification?*
✓ Yes r No

ID#
20201633
Version
1
Pre -fling Meeting or Request Date
10/29/2020
Attach documentation of Pre -Filing Meeting Request here:
Oa the upload button or drag and drop files here to attach document
DWR Pre -Filing Meeting Request Form.pdf
Fie type dust be H:F
la. Type(s) of approval sought from the Corps:
7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
✓ No
Please provide the date of the previous submission.*
9/25/2020
1b. What type(s) of permit(s) do you wish to seek authorization?
I7 Nationwide Permit (NWP)
I— Regional General Permit (RGP)
I— Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
6 Yes r No
Nationwide Permit (NWP) Number: 27 - Restoration
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
I7 401 Water Quality Certification - Regular
I— Non-404 Jurisdictional General Permit
I— 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:
If. Is this an after -the -fact permit application?*
✓ Yes 6'No
50.77KB
I— 401 Water Quality Certification - Express
r Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes RNo
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
lh. Is the project located in any of NC's twenty coastal counties?
✓ Yes RNo
1j. Is the project located in a designated trout watershed?
✓ Yes F No
B. Applicant Information
Id. Who is applying for the permit?
I7 Owner 117 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:
Stables at Heritage Farm LLC
*
r Yes e No
G Yes r No
2b. Deed book and page no.:
2623/145

2c. Contact Person:
2d. Address
Street Address
117 Kelly Street
Address Line 2
aty
Statesville
Postal / Zip Code
28677
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Stables @ Heritage Farm, LLC
3b. Business Name:
3c.Address
Street Address
117 Kelly Street
Address Line 2
ay
Statesville
Postal / Zip Code
28677
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Derek Goddard
4b. Business Name:
Blue Ridge Environmental Consultants, PA/BREC, PA
4c.Address
Street Address
1520 Meadowview Drive
Address Line 2
air
Wilkesboro
Postal / Zip Code
28697
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
State / Province / Region
NC
Country
USA
2f. Fax Number:
[phone]
State / Rovince / Region
NC
Country
USA
3e. Fax Number:
[phone]
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
C. Project Information and Prior Project History
V
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality/ town:
Mount Ulla
2. Project Identification

2a. Property Identification Number:
4979376887 & 4679385432
2b. Property size:
13
2c. Project Address
Street Address
192 French Belk Road
Address Line 2
Criy State / Province / Region
Mount Ulla NC
Postal / Zip Code Country
28125 USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Withrow Creek
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Yadkin-PeeDee
3d. Please provide the 12-digit HUC in which the project is located.
030401020502
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:*
Residential/Farm Land
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
G Yes C- No r Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2020-01688- Corps 404 has been issued. No changes to the plan this application is just seeking a 401
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
389
4h. Explain the purpose of the proposed project:*
To restore the dimension pattern, and profile of a degraded stream, improve water quality by reducing erosion, and improve wildlife habitat.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will use a track excavator to install in stream structures per the plans attached in the method of Natural Channel Design. A riparian buffer will be established. Both rock and
log structures wit be utilized.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
6 Yes C No
Comments:
SAW-2020-01688- Corps 404 has been issued. No changes to the plan this application is just
seeking a 401
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
C- Preliminary C' Approved r Not Verified C- Unknown C- N/A
Corps AID Number:
SAW-2020-01688
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Derek Goddard
BREC, PA
C' Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
SAW-2020-01688- Corps 404 has been issued. No changes to the plan this application is just seeking a 401
6. Future Project Plans

6a. Is this a phased project?*
✓ 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 project or related activity?
�D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
n Wetlands fJ Streams -tributaries
r• Open Waters r Pond Construction
3. Stream Impacts
n Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
S1
Restoration
Permanent
Bank Stabilization
UT
Perennial
Both
3
Average (feet)
270
(linear feet)
32
Dewatering
Temporary
Dewatering
UT
Perennial
Both
3
Average (feet)
10
(linear feet)
S3
Dewatering
Temporary
Dewatering
Ur
Perennial
Both
3
Average (feet)
10
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
270
3i. Total stream and ditch impacts:
290
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
3i. Total temporary stream impacts:
20
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The only practical alternative to restore the stream is impacts.
U
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Work will be stabilized at the end of each day. Erosion control for sensitive watersheds will be utilized. Only new modern equipment that is leak free will
be used. work will be conducted from the banks when possible.
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 f No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Restoration
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
✓ Yes 6- No
If no, explain why:
Restoration
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes r: No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?

6 Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
✓ Yes 6 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 C.' No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes ( No
3b. If you answered "no," provide a short narrative description.
Restoration
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes rz No r 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
5e. Is this a DOT project located within Division's 1-8?
✓ Yes ('No
f No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes rNo
5g. Does this project involve bridge maintenance or removal?
✓ Yes 6 No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes f No
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 6 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS.gov
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?*
USFWS.gov
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?*
✓ Yes G No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
NCSHPO.gov

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
rYes (No
8c. What source(s) did you use to make the floodplain determination?*
NCFRIS
Miscellaneous
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.
Oick the upload button or drag and drop files here to attach docurrent
HERTWGE_STABLES_STREAM.pdf 13.02MB
Rle m st be FIT or IQvo
Comments
404 has already been issued, this application is for 401 ONLY. SAW-2020-01688- Corps 404 has been issued. No changes to the plan this application is just seeking a 401
Signature
*
17 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 knovdedge 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:
Derek Shelton Goddard
Signature
Date
6/8/2021

DWR Pre-Fil ing Meeting Req u est Form
Contact Name *
Contact Email Addre ss *
Proje ct Owne r *
Proje ct Name *
Proje ct County *
Owne r Addre ss:*
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
Please give a couple of dates you are available for a meeting.
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Derek Shelton Goddard
[e-mail]
Stables at Heritage Farms, LLC
Stables at Heritage Farms, LLC Stream Restoration
Iredell
City
Statesville
State / Province / Region
NC
Postal / Zip Code
28677
Country
United States
Street Address
117 Kelly Street
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
Alan Johnson
The project seeks to stabilize and restore 445' of stream that is eroded and
degraded.
12/3/2020
12/4/2020
HERTIAGE_STABLES_STREAM.pdf 13.02MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
Signature *
Submittal Date
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
10/29/2020
THE STABLES AT HERITAGE FARMS, LLCSTREAM RESTORATIONUT TO WITHROW CREEK - YADKIN PEEDEE RIVER BASINVICINITY MAP (NTS)NORTH CAROLINA COUNTY MAP(IREDELL COUNTY)CITY/TOWN: MOUNT ULLA, NC SITE COORDINATES: LATITUDE = 35.655994° N LONGITUDE = -80.772437° WUSGS MAP (NTS)1:24,000 (SHEPHERDS QUAD)SHEET INDEXC000 COVER SHEETC100 STREAM PLAN & PROFILEC101 IMPACT PLANC102 WATERS OF THE USC103 USGS MAPC900 DETAILSC901 DETAILSC902 DETAILSC903 DETAILSC904 DETAILSENGINEER:BREC, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE # C-3448TOPOGRAPHIC SURVEY:BLUE RIDGE GEOMATICS, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE: C-3576PROPERTY ADDRESS:192 FRENCH BELK ROADMOUNT ULLA, NC 28125PARCEL ID: 4679-937-6887.00STREAM IMPACT TABLE (NATIONWIDE 27)IMPACTNUMBERTYPE OF IMPACTTEMPORARY/PERMANENTLENGTH(LF)#1RESTORATIONPERMANENT270#2PUMP AROUNDTEMPORARY10#3PUMP AROUNDTEMPORARY10TOTAL290© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SETbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
COVER SHEET
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCHNTSC00008/26/2020SITEFRENCH BELK ROADMAZEPPA ROADWINTHROW CRK RD.HWY. 801 ROWAN COUNTYIREDELL COUNTYTRIPLETT ROADTRIPLETT ROAD
STSTSTST0+001+002+002+70BP: 0+00.00PC: 0+29.84PT: 0+67.10PC: 0+86.27 PT: 1+11.64PC: 1+30.12PT: 1+63.44
PC: 2+02.22
PT: 2+35.32
EP: 2+69.767837837817817
8
3
7
8
2783785
7
8
5
785780780780785787785
790780UT TO WITHROW CREEKCLASS CEXISTING INLINE PONDEXISTING 54" CMPELEVATIONSTATIONTHALWEG PROFILE750760770780790800810750760770780790800810-0+050+001+002+002+75-0+050+001+002+002+75-1.26%-1.26%-1.26%-1.26%-0.58%PC: 0+29.84ELEV. = 781.9PT: 0+67.10ELEV. = 781.6PC: 0+86.27ELEV. = 781.3
PT: 1+11.64
ELEV. = 781.0
PC: 1+30.12
ELEV. = 780.8
PT: 1+63.44
ELEV. = 780.5
PC: 2+02.22
ELEV. = 780.0
PT: 2+35.32
ELEV. = 779.7© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
STREAM PLAN & PROFILE
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10008/26/2020
STSTSTSTST0+001+002+002+70BP: 0+00.00PC: 0+29.84PT: 0+67.10PC: 0+86.27 PT: 1+11.64PC: 1+30.12PT: 1+63.44
PC: 2+02.22
PT: 2+35.32
EP: 2+69.767837837817817
8
3
7
8
2783785
7
8
5
785785780780780785787785
790780UT TO WITHROW CREEKCLASS CIMPACT #310' TEMPORARYPUMP AROUNDIMPACT #210' TEMPORARYPUMP AROUNDIMPACT #1270' PERMANENTSTREAM RESTORATIONEXISTING INLINE PONDEXISTING 54" CMP© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
IMPACT PLAN
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCH1" = 20'20201040C10108/26/2020STREAM IMPACT TABLE (NATIONWIDE 27)IMPACTNUMBERTYPE OF IMPACTTEMPORARY/PERMANENTLENGTH(LF)#1RESTORATIONPERMANENT270#2PUMP AROUNDTEMPORARY10#3PUMP AROUNDTEMPORARY10TOTAL290NO JURISDICTIONAL WETLANDSWERE IDENTIFIED ON SITE.
STSTSTSTST7857
8
5
785785780780780785787785
790780UT TO WITHROW CREEKCLASS C445' OF EXISTINGSTREAM LENGTHON PROPERTYEXISTING INLINE PONDEXISTING 54" CMP© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
WATERS OF THE US
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCH1" = 20'20201040C10208/26/2020
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
USGS MAP
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCHNTSC10308/26/2020
SINGLE STEP ROCK CROSS VANEFLOWSECTION A-ASLOPE OF VANE FROM CENTERLINETOP BANKFULL SHALL BE 2-5%SECTION B-B2-5% VANE SLOPEBANKFULL ELEVATIONCROSS-SECTIONPOOLGENERAL NOTES:1.ALL STONES ARE TO BE STRUCTURE STONE.2.GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERSTOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A ANDSELECT MATERIAL OR CHINKINGSTONE APPROVED BY DESIGNENGINEER, AND LINING WITH FILTER FABRIC.3.DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGNENGINEER.4.CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.5.FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE ORSHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.6.SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARMSHALL BE 2-5%.7.ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.8.THERE SHALL BE NO DROP GREATER THAN 6 INCHES.9.THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BEEQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THEFOOTER ROCKS DIRECTLY UPSTREAM.10.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDERGAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THEFOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALLBE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.ABB
ASCOUR POOLBACKFILL WITHSELECT MATERIALFILTER FABRICBANKFULLSEE NOTE 713 OF PROPOSEDBANKFULL WIDTH20-30 DEGSTREAMBEDELEV.STEP ROCKFILTER FABRICFOOTERSTONEHEADERSTONEFILTER FABRICMAX OF 0.5'STREAMBEDELEV.FOOTER BOULDERSWILL BE PLACED INTOTHE EXISTING SUBSTRATEA MINIMUM OF THE ROCKDIAMETERTOP OF CENTER 13 STONES SETAT ELEVATION SHOWN ONLONGITUDINAL PROFILEBANKFULLELEVATIONNO GAPSBETWEENBOULDERS13 OF PROPOSEDBANKFULL WIDTH13 OF PROPOSEDBANKFULL WIDTH13 OF PROPOSEDBANKFULL WIDTHFOOTER BOULDERSWILL BE PLACED INTOTHE EXISTING SUBTRATE A MINIMUMOF THE BOULDER DIAMETERSTREAMBEDELEVATIONSTREAMBANK2C900LOG CROSS VANE - SINGLE DROPSECTION B-BPLAN VIEWBBSIDE VIEW OF NOTCHPLAN VIEW OF NOTCHBANKFULLA15°-30°SECTION A-AFLOW1/3BANKFULLSCOUR POOL1/2 BANKFULL ELEVATIONBANKFULL ELEVATION15-30°AGENERAL NOTES:1.CROSS LOGS SHOULD BE A MINIMUM OF 24" INDIAMETER. VANE ARM LENGTH SHOULD BE AMINIMUM OF 18" IN DIAMETER. ALL LOGS SHOULDBE RELATIVELY STRAIGHT AND OF AHARDWOOD SPECIES.2.CROSS LOGS SHOULD BE BURIED INTO THE BANKAT A MINIMUM OF 10'.3.VANE ARM LOGS SHOULD BE BURIED INTO THEBANK AT A MINIMUM OF 5'.4.NAIL FILTER FABRIC ON TOP OF FOOTER LOGUSING 3" 10d GALVANIZED COMMON NAIL ON 2'SPACING ALONG THE LOG.5.SET ELEVATION OF THE TOP OF LOG'S CROSSPIECE TO THE INVERT ELEVATION OF THESTREAMBED.6.NOTCH IS FORMED BY MAKING CUTS WITH ACHAINSAW 1-2" APART AND THEN KNOCKING OUTSECTIONS WITH A CHISEL AND HAMMER.7.ANGLE OF NOTCH SHOULD MATCH ANGLEBETWEEN LOG ARMS OF CROSSVANE ANDSTREAMBANK.8.FILTER FABRIC SHALL BE PLACED ON THEUPSTREAM SIDE OF THE VANE STRUCTURE TOPREVENT WASHOUT OF SEDIMENT THROUGHBOULDER GAPS. FILTER FABRIC SHALL EXTENDFROM THE BOTTOM OF THE FOOTER BOULDERTO THE FINISHED GRADE ELEVATION ANDSHALL BE PLACED THE ENTIRE LENGTH OF THESTRUCTURE.FLOW1/3BANKFULL1/3BANKFULLBURIED INBANKFILTER FABRICBURIED INBANKBANKFULLHEADER LOGFOOTER LOGBURIED INBANKFILTER FABRICBACKFILL WITHSELECT MATERIALFILTER FABRICCROSS LOGCUT NOTCHNOTCH SHALL BE CUT2" WIDER THAN THEDIAMETER OF THE LOGTO FIT IN NOTCH12" MIN12 LOGDIASTREAMBEDHEADERCROSS LOGHEADER LOGFOOTERCROSS LOGSCOURPOOLFOOTER LOG2-4%STREAMBEDFOOTER LOGFILTER FABRICSELECT MATERIALHEADER LOG1C900© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
DETAILS
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCHNTSC90008/26/2020
ROCK J-HOOK VANE - SINGLE DROPPLAN VIEWF
LOW
SECTION B-B'B'20°-30°A'A2-5% VANE SLOPE CROSS SECTION1/2 BANKFULL ELEVATIONBANKFULL ELEVATIONSECTION A-A'BANKFULL ELEVATIONBGENERAL NOTES:1.ALL STONES ARE TO BE STRUCTURE STONE.2.GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERSTOGETHER, PLUGGING WITH STRUCTURE STONE CLASS A AND SELECTMATERIAL AND LINING WITH FILTER FABRIC.3.DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER.4.A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL.5.VANE ARM SHALL TIE INTO HALFWAY BETWEEN THE CHANNEL INVERT ANDBANKFULL ELEVATIONS. THE VANE ARMS SHALL RISE AT 2-5% FROM THECHANNEL INVERT AT AN ANGLE OF 15-30 DEG. FROM THE ADJACENTTANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULLELEVATION BUT THE ARM'S SLOPE MAY BE INCREASED TO GREATER THAN5% AT THE DIRECTION OF THE DESIGNER. ADDITIONALLY, THE VANE ARM'SANGLE OF DEPARTURE MAY BE ADJUSTED TO 90 DEG TO THE FLOWDIRECTION AT THE DIRECTION OF THE DESIGNER.6.THE CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS.7.BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL ORRECTANGULAR IN NATURE.8.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDERGAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTERBOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THEENTIRE LENGTH OF THE STRUCTURE.9.DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT NEWSOILS HAS MINIMUM CONTACT WITH LIVE WATER.1/3BANKFULLSCOURPOOL1/3BANKFULL1/3BANKFULLHEADER STONEJ-HOOK STONESSTREAMBEDELEVATIONFOOTER STONEFILTER FABRICNO.57 STONESTREAMBEDHEADER STONESTREAMBANKFOOTER BOULDERS WILL BE PLACEDINTO THE EXISTING SUBTRATEA MINIMUM OF THE BOULDER DIAMETERSTREAMBEDELEVATIONFOOTER STONEHEADER STONEBANKFULL WIDTHBANKFULLFEATHER-OUTBANKBACKFILL WITHSELECT MATERIALFILTER FABRICROCK SILL1C902LOG J-HOOK ROOTWAD COMBO - SINGLE DROPPLAN VIEW20-30 DEGB 1/3BANKFULLSECTION A-ASECTION B-B1/2 BANKFULL ELEVATIONBANKFULL ELEVATIONGROUND SURFACEBAA
2%-5% SLOPEGENERAL NOTES:1.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE1/4 DIAMETER FROM THE TOP OF THE LOG. THE NAILS SHALL BE ON 12 INCHCENTERS. FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNELAND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.2.A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS AMINIMUM OF 2/3 OF THE HEADER BOULDER IS BURIED BENEATH THE BEDSURFACE ELEVATION.3.A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMBSHALL BE USED TO PLACE BOULDERS AND LOGS WITH THE SUPERVISION OF THEENGINEER.4.SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS.5.FOOTER LOG SHALL BE PLACED FIRST WITH HEADER LOG PLACED ON TOP PRIORTO BACKFILLING THE TRENCH.6.1/3 OF THE WAY ACROSS THE CHANNEL FROM THE OUTSIDE BANK THE HEADERROCK SHALL BE PLACED AT 0.2 FT ABOVE THE CHANNEL.7.THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THED84 OF THE CHANNEL BED..8.HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION, AT THE HEAD OF THEVANE, TO 1/2 BANKFULL ELEVATION AT A SLOPE OF 2%-5%. HEADER AND FOOTERLOGS SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY THAT ITELIMINATES THE POSSIBILITY OF STREAMFLOW DIVERTING AROUND THEM.9.ANY SOIL DISTURBED DURING THE PLACEMENT OF J-HOOK VANES, SHALL BESEEDED USING TEMPORARY AND PERMANENT SEEDING METHODS.10.ROOTWAD, FOOTER, AND HEADER LOGS SHALL BE CABLED TOGETHER AT THEHORIZONTAL LOCATION OF BANKFULL11.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS.FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDERTO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTHOF THE STRUCTURE.STREAMBANKFOOTER BOULDERSTREAMBEDELEVATIONFOOTER LOGSWILL BE PLACED INTOTHE EXISTING SUBTRATEAND SHALL BE A MINIMUMOF THE 18" DIAMETERBANFULLWIDTHBANKFULLBACKFILL WITHSELECT MATERIALFILTER FABRICHEADER LOGFOOTER LOGROCK SILLSTREAM BEDELEVATIONHEADERBOULDERROCK SILLGAP3 x D84WATER FLOWBANKFULLFEATHEROUT BANKBACKFILL WITHSELECT MATERIALFOOTER LOGROOT WADANCHOR BOULDERTIED INTOSTREAM BANK1/31/3BANKFULLBANKFULL2C902© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
DETAILS
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCHNTSC90108/26/2020
LIVESTAKE/BAREROOT PLANTING5. PUSH HANDLEFORWARD FIRMINGSOIL AT TOP.2. REMOVE PLANTINGBAR AND PLACESEEDLING ATCORRECT DEPTH.1. INSERT PLANTINGBAR AS SHOWN ANDPULL HANDLETOWARD PLANTER.PLANTING BAG DURING PLANTING, SEEDLINGS SHALLBE KEPT IN A MOIST CANVAS BAG ORSIMILAR CONTAINER TO PREVENT THEROOT SYSTEMS FROM DRYING.4. PULL HANDLE OFBAR TOWARDPLANTER, FIRMINGSOIL AT BOTTOM.6. LEAVECOMPACTION HOLEOPEN. WATERTHOROUGHLY.KBC PLANTING BAR PLANTING BAR SHALL HAVE A BLADE WITHA TRIANGULAR CROSS SECTION, ANDSHALL BE 12IN. LONG, 4IN. WIDE AND 1IN.THICK AT CENTER.ROOT PRUNING ALL SEEDLINGS SHALL BE ROOTPRUNED, IF NECESSARY, SO THAT NOROOTS EXTEND MORE THAN 10INCHES (10IN.) BELOW THE ROOTCOLLAR.3. INSERT PLANTINGBAR 2IN. TOWARDPLANTER FROMSEEDLING.PLANTING NOTES:DIBBLE PLANTING METHODUSING THE KBC PLANTING BAR(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFERPLANTING)2"GENERAL NOTES:1.LIVE STAKES SHALL BE EVENLY SPACED 1 PERSQ.YD.2.LIVE STAKES SHALL BE DRIVEN UNTILAPPROXIMATELY OF LIVE STAKE IS WITHINGROUND.3.IF STARTER HOLE IS NEEDED, MINIMIZE AIRPOCKET.4.UTILIZE ALL ON SITE TRANSPLANT MATERIALSMADE AVAILABLE BY THE OWNER. ONCESOURCE OF TRANSPLANT MATERIAL HAS BEENHARVESTED, THEN UTILIZE LIVE STAKING.SQUARE CUTBUDS (FACING UPWARD)LIVE CUTTING(1/2" TO 1" DIAMETER)ANGLE CUT30^-45^LIVE STAKESTAKING MAY BE REQUIRED THROUGHMATTING, ROCK OR COMPACTED SOILSA STARTER HOLE MAY BE REQUIRED.LIVE STAKESEXISTING/PROPOSEDGROUNDEXISTING/PROPOSED STREAMBEDBANK STABILIZATION WITH LIVE STAKESGENERAL NOTES:1.TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ONCENTER, RANDOM SPACING, AVERAGING 8' ON CENTER,APPROXIMATELY 436-681 PLANTS PER ACRE.2.OTHER PLANTING METHOD CAN BE USED WITH THEPERMISSION OF THE PLANTING SUPERVISOR.1C904CROSS SECTION700 GRAM COIR FIBER MATTINGMATTING STAKING VIEWOVERLAPFLOWFLOWFLOWAA
SECTION A-A2' LONG 1" x 2' WOOD STAKESw/ 2" GALVANIZED ROOFING NAILAT THE TOP TO HOLD MATTING5'BACKFILLBANKFULL6"700 GRAM COIR FIBER MATTING700 GRAM COIR FIBER MATTINGFROM TOE OF CHANNELTO 5 FT. BEYOND BANKFULLPROPOSED BANKFULLPROPOSEDCHANNEL TOEPROPOSED BANKFULLPROPOSEDCHANNEL TOE700 GRAM COIR FIBER MATTINGFROM TOE OF CHANNELTO 2 FT. BEYOND BANKFULL700 GRAM COIR MATTINGTYPICAL MATTING LOCATION DETAILROCK CONSTRUCTED RIFFLE - SECTION B-B'5' TYP.NOTES:1.USE WOOD STAKES 2"x2"x18" (NOT METAL) FOR MATTINGINSTALLED IN PUMP AROUND OR IN THE WET.2.USE OF METAL STAPLES IS ACCEPTABLE WHENCONSTRUCTING IN THE DRY AND VEGETATION ISESTABLISHED PRIOR TO DIVERTING WATER.3.700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONGTHE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OFTHE CHANNEL IN TANGENT AREAS.4.STRAW AND SEED SHALL BE PLACED UNDER THE 700GRAM COIR FIBER MATTING TO AID SEED GERMINATION.2' LONG 1" x 2" WOOD STAKES w/ 2"GALVANIZED ROOFING NAIL AT THETOP TO HOLD MATTINGC9043© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
DETAILS
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCHNTSC90208/26/2020CONSTRUCTED LOG RIFFLEMEANDER PCFOOTER LOGTYPE 1 NON-WOVENGEOTEXTILE FABRICLOG CONSTRUCTED RIFFLE - PROFILE A-A'LOG CONSTRUCTED RIFFLE - SECTION B-B'MEANDER PT.BKF STAGE7-12% SLOPERIFFLE POCKET POOLPOOLPOOLPOOLPOOLFLOW
A'AB'BGENERAL NOTES:1.PLACE FABRIC ON THE UPSTREAM SIDE OFTHE MOST UPSTREAM LOG SILL IN THECONSTRUCTED RIFFLE2.BOULDERS SHALL BE USED TO ANCHORLOGS IF NEEDED3.IN LOW GRADIENT SANDBED SYSTEMSTRANSPLANT AND SOD MATS MAYBE ASUBSTITUTE FOR ANCHOR BOULDERS4.LOGS SILLS SHALL OVERLAP AND ANCHORTHE LOG SILL DIRECTLY UPSTREAM5.THE LOG SILLS SHALL ALL BE DESIGNEDTO BE SUBMERGED OR COVERED AT LOWFLOWS.6.LOW FLOW IS CONSIDERED TO BE 1 CFSPER DRAINAGE AREA IN COASTAL NC2C904
RIPARIAN PLANTING PLANBARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY.TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10'x10' SPACING) TO 681 (8'x8' SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY. SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENTTO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 20% OF ANY SPECIES SHALL BE USED. PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINASHRUBSCOMMON NAMESCIENTIFIC NAME*BUTTONBUSHCEPHALANTHUS OCCIDENTALISAMERICAN WITCH HAZELHAMAMELIS VIRGINIANA*TAG ALDERALNUS SERRULATA*CAROLINA WILLOWSALIX CAROLINIANA*ELDERBERRYSAMBUCUS CANADENSISRED CHOKEBERRYARONIA ARBUTIFOLIA**SILKY DOGWOODCORNUS AMOMUIN*SILKY WILLOWSALIX SERICEAWINTERBERRYILEX VERTICILLATA*NINE BARKPHYSOCARPUSTREES*/**BLACK WILLOW SALIX NIGRA**BLACKGUM NYSSA SYLVATICA**GREEN ASH FRAXINUS PENNSYLVANICA**RED MAPl.E ACER RUBRUM**RIVER B1RCH BETULA NIGRA**SYCAMORE PLANTANUS OCCIDENTALIS**EASTERN HEMLOCK TSUGA CANADENSIS*SPECIES TO USE FOR LIVESTAKES**TREESFLOODPLAIN BENCHTREES & SHRUBSPER PLANSFLOODPLAINLIVESTAKES &PLUGS PER PLANS21WATER SURFACERIPARIAN SEEDING SCHEDULE* FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON-BUFFER SEEDING SPECS.SEEDING MIXTURESPECIESPANICUM VIRGATUM (SWITCHGRASSPANICUM CLANDESTINUM (DEER TONGUE)JUNCUS EFFUSUS (SOFT RUSH)CAREX VULPINOIDEA (FOX SEDGE)SORGHASTRUM NUTANS (INDIAN GRASS)CHASMANTHIUM LATIFOLIUM (RIVER OATS)ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)VERNONIA GIGANTEA (GIANT IRONWEED)RUBECKIA HIRTA (BLACK EYED SUSAN)EUPATORIUM FISTULOSUM (JOE PYE WEED)RHUS TYPHINA (STAGHORN SUMAC)VERBENA HASTATA (BLUE VERVAIN)PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)% COMPOSTIION10101010101010555555APPLICATION:APPLY AT A RATE OF 15LBS/ACRE.SOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.MAINTENANCE:REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.E&SC TEMPORARY SEEDING SCHEDULESOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZERRATE TO 1000 LB/ACRE IN THE FALL.MULCHAPPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLEMULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AMULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARYCOVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA INLATE FEBRUARY OR EARLY MARCH.SOIL PREPARATION:SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGETHAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATENEEDED AMOUNTS OF FERTILIZER AND/OR LIME.CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BEPLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FORREPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKENUP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; ASMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THESPEED AND DEPTH OF ROOTING. A TRACTOR-MOUNTED OR SELF-PROPELLEDTILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THEEXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOILTILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BESUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL ISNECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THETOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACINGABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BYADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILSAND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.MOUNTAINSSEEDING DATESSPECIESRATE (lb/acre)ABOVE 2500 FEET: FEB. 15 - MAY 15BELOW 2500 FEET: FEB. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOREAN)50MAY 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 15RYE (GRAIN)120PIEDMONTSEEDING DATESSPECIESRATE (lb/acre)JAN. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50MAY 1 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 20RYE (GRAIN)120COASTAL PLAINSEEDING DATESSPECIESRATE (lb/acre)DEC. 1 - APRIL 15RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50APRIL 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 30RYE (GRAIN)120© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
DETAILS
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCHNTSC90308/26/2020
PUMP AROUNDSANDBAGSSTREAMBANKWATER SURFACEELEVATION1' ABOVEBASEFLOW(2' MIN.)SECTION B-B'SECTION A-A'RIPRAP FLOWDISSIPATOR30 MIL POLYCHANNEL BED/WORK AREASANDBAGS30 MIL POLYB'BUPSTREAM POOLSUMP HOLEOR POOL(12" MIN. DEPTH,2' MIN, DIAMETER)ACHANNEL BED/WORK AREASTREAM BANKSANDBAGSPUMPFLOW DIRECTIONDOWNSTREAM POOLFLOWDISSIPATIONDEVICEPUMPED EFFLUENTDEWATERING DEVICE SEEDETAIL PROVIDEDPLAN1C906© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
THE STABLES AT
HERITAGE FARMS, LLC
STREAM RESTORATION
DETAILS
HERITAGE FARMS, LLC
ALICE ANN & JEFF SCHWARTZ
11" X 17"08/26/20204590012020J.EDWARDSJ.CHURCHNTSC90408/26/2020