20140157 Ver 1_401 Application_20190219

o`'oF wA 7 -! `9
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 10
PCN Form – Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information r'�-
1.
Processing 4'
1 a.
Type(s) of approval sought from the
Corps:
X Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps? --FE—IYes
X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
X 401 Water Quality Certification – Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification – Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes X No
For the record only for Corps Permit:
❑ Yes X No
1f.
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
X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
X No
2.
Project Information
2a.
Name of project:
Stonegate Development Stream Restoration
2b.
County:
Watauga
2c.
Nearest municipality / town:
Boone
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
The Standard at Boone, LLC
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
Jeff Wakeman
3d.
Street address:
16930 West Catawba Ave., Suite 206
3e.
City, state, zip:
Cornelius, NC 28031
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 10
PCN Form – Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a
Applicant is
Agent ❑ Other, specify
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5.
Agent/Consultant Information (if applicable)
5a
Name
Derek Goddard
5b
Business name
(if applicable)
Blue Ridge Environmental Consultants, P A
5c
Street address
1305 South Collegiate Drive
5d
City, state, zip
Wilkesboro, NC 28697
5e
Telephone no
336 - 844 -4088
5f
Fax no
336- 838 -4318
5g
Email address
derek @brec biz
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID)
1 b Site coordinates (in decimal degrees)
Latitude 36 206517 Longitude - 81 672126
(DD DDDDDD) ( -DD DDDDDD)
1 c Property size
acres
2 Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
Boone Creek
proposed project
2b Water Quality Classification of nearest receiving water
C,Tr +
2c River basin
New River Basin
3. Project Description
3a 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 site and surrounding area is highly urbanized land located in a fioodplain with almost 100% existing impervious
surface Boone Creek, the Subject of impact, is encapsulated in culvert pipes on almost the entire length of the property
3b List the total estimated acreage of all existing wetlands on the property
o acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
924 Perennial
3d Explain the purpose of the proposed project
To restore the natural function, dimension, pattern, and profile of the encapsulated stream to the maximum practical
extent possible given the site constraints
3e Describe the overall project in detail, including the type of equipment to be used
The project will remove all culverts on site that encapsulate Boone Creek and Restore 904' of Boone Creek based on the
Attached Plans The project will utilize a track excavator
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes( No ❑ Unknown
project (including all prior phases) in the past?
Comments
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known) Unknown
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes X No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions
6. Future Project Plans
6a Is this a phased project?
❑ Yes X No
6b If yes, explain
Page 3 of 10
PCN Form — Version 1 3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a Which sections were completed below for your project (check all that apply)
Wetlands X Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
❑ Yes
Corps
W1 P T
No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
El No
El DWQ
2g Total wetland impacts
2h Comments
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
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 X P ❑ T
Restoration
Boone Creek
X PER
❑ INT
X Corps
X DWQ
15
904
S2 P X T
Dewatenng
Boone Creek
X PER
❑ INT
X Corps
X DWQ
15
20
S3 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
❑ PER
❑ Corps
S5 ❑ P FIT
❑ INT
❑ DWQ
E] PER
E:1 Corps
S6 ❑ P ❑ T
❑ INT
❑ DWQ
3h Total stream and tributary impacts
924
31 Comments
Page 4 of 10
PCN Form — Version 1 3 December 10, 2008 Version

4 Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a
❑ Neuse El Tar-Pamlico El Other
Project is in which protected basin? NA
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required'?
❑Yes
B1 ❑P ❑T
❑ No
El Yes
B2 ❑P ❑T
❑ No
❑ Yes
B3 ❑ P ❑ T
❑ No
6h Total buffer impacts
61 Comments
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Impacts undertaken in this project will have a net ecological uplift by improving water quality through the creation of
riparian buffers that do not exist in the encapsulated stream This is the only practical alternative for restoration
Dewatering methods will be used to reduce sedimentation Erosion control will be adhered to for sensitive watersheds
1 b
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Stringent erosion control standards for sensitive water sheds will be adhered too The project will be dewatered during
construction per the plans
2.
Compensatory Mitigation for Impacts to Waters of the U.S or Waters of the State
2a
Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State9
❑ Yes No
2b
If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c
If yes, which mitigation option will be used for this
projects
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4
Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
acres
4f
Non - riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h
Comments
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the protect result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required,
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
Comments
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this projects
55 %
2b
Does this project require a Stormwater Management Plan?
❑ Yes No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why Project is in forested, rural setting All
stormwater is diffuse flow over vegetated surfaces
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes No
❑
attached?
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
X Yes ❑ No
Page 8 of 10
PCN Form — Version 1 3 December 10, 2008 Version

F.
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
is
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
® No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
® No
letter)
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes
® No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3
Cumulative Impacts (DWO Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWO Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
N/A
Page 9 of 10
PCN Form — Version 1 3 December 10, 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat
5b Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
❑ Raleigh
5c If yes, indicate the USFWS Field Office you have contacted
® Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http / /www ncnhp org - http //www saw usace army mil/WETLAND /esa - http / /www fws gov /nc- es /es /es html
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http / /ocean flondamanne org /efh_ coral /ims /viewer htm
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
❑ Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
http / /www hpo ncdcr gov
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
® Yes ❑ No
8b If yes, explain how project meets FEMA requirements FEMA LOMB will be Obtained
8c What source(s) did you use to make the floodplain determination? http / /www ncfloodmaps com
Derek Goddard
213/14
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 10 of 10

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION
Book / Page 1096/371, 1388/290, 1610/030, 1A/5944, 131/227, 168/596, 1227/244, 384/344,
PIN: 2910 -15- 3047 -000; 2910 -15- 3072 -000; 2910 -14- 4905 -000; 2910 -14 -4849 -000;
2910 -14- 4883 -000; 2910 -14- 6613 -000, 2910 -14- 7647 -000; 2910 -14- 6823 -000;
2910 -14 -5944 -000 in Watauga County, NC
STREET ADDRESS. 287 -339 Faculty Street, 784 -862 Blowing Rock Road, Boone, NC 28607
Property Owner: The Standard at Boone, LLC C/O Mr. Jeff Wakeman
The undersigned, registered property owners of the above noted property, do hereby authorize
Derek Goddard , of BREC. PA
(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 all standard and special conditions attached
Property Owner's Address (if different than property above).
The Standard at Boone, LLC C/O
Mr Jeff Wakeman
16930 West Catawba Ave
Suite 206
Cornelius, NC 278031
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge
The Standard at Boone, LLC C/O Mr Jeff Wakeman
Auyr dSignature
pate. y tI /l3 )1-3

UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICa SURVEY
jj�
i z
UNrTED, STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
BOONE QUADRANGLE
NORTH CAROLINA - WATAUGA CO.
7.5-MUW-FTE SERIES frOPOGRAPHIC)
� A 81.31'30'
UNrTED, STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
BOONE QUADRANGLE
NORTH CAROLINA - WATAUGA CO.
7.5-MUW-FTE SERIES frOPOGRAPHIC)
� A 81.31'30'

36° 12 32"N
36° 12 19 "N
3 Sod Map — Watauga County, North Carolina 3
(SOILS MAP)
439410 439460 439510 439560 439610
3
Map Scale 1 1,980 d printed on A portrait (8 5" x 11 ") sheet
Meters
m NN 0 25 50 100 150
/V
0 50 100 200 300
Map prgecbon Web Mercator Comer coordinates WGSB4 Edge txs UTM Zone 17N WGSB4
USDA Natural Resources Web Soil Survey
16M Conservation Service National Cooperative Sod Survey

Sod Map — Watauga County, North Carolina
Map Unit Legend
SOILS MAP
3 € `a Watauga Gourity�Norlh,Caroiina (NC189) - - a
ati v
„u Map Unit SymEioi TM s
Map Unit Named
tAre "s in AOI
Pe ent�'of AOI t` °>
CkE
Chestnut- Edneyville complex,
30 to 50 percent slopes, stony
08
91%
Ur
Urban land
33
396%
Ux
Urban land, flooded
43
514%
Totals for Area of Interest
83
1000%
USDA Natural Resources Web Sod Survey 11/1212013
i" Conservation Service National Cooperative Sod Survey Page 3 of 3

STONGEGATE DEVELOPMENT
STREAM RESTORATION
VICINITY MAP (NTS)
NORTH CAROLINA COUNTY MAP
(WATAUGA COUNTY)
TOPOGRAPHIC SURVEY:
ENGINEER:
SHEET INDEX:
APPALACHIAN PROFESSIONAL LAND
BLUE RIDGE ENVIRONMENTAL
CS1
COVER SHEET
SURVEYORS & CONSULTANTS, PA
CONSULTANTS, PA
CS2
NOTES
1480 US HWY 421 SOUTH
1305 SOUTH COLLEGIATE DRIVE
Cl
OVERALL SITE PLAN
BOONE, NC 28607
WILKESBORO, NC 28697
C2
PLAN & PROFILE PLAN
LICENSE: C -2398
LICENSE: C -3448
C3
PLAN & PROFILE PLAN
D1
DETAILS
D2
DETAILS
CITY/TOWN: BOONE, NC
*PYRIGHT 3013 BY BLUE RIDE EM1NOWAENTAL CONSULTANTS PA ALL RIGHTS RESERVED
SITE COORDINATES: LATITUDE = 36.206883° N LONGITUDE = - 81.672259° W
LOANED ORGIVENTOOTHERS, REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE FUDGE ENVIRONMENTAL CONSULTANTS PAIS PROHIBITED AND ISA VIOLATION OF FEDERAL COPYRIGHT LAWS PUNISHABLE BY FINES UP TO$100 ODD PER OFFENSE
w
w
cn
w
O
U
i
19
U
S
0
E
l
HE
CS1
LL

NPDES INSPECTION NOTES
1 THIS GENERAL PERMIT IS APPLICABLE TO POINT SOURCE DISCHARGES FROM CONSTRUCTION ACTIVITIES DISTURBING ONE OR MORE
OR DELEGATED LOCAL PROGRAM SHALL BE CONSIDERED TO TAKE THE PLACE OF A NOTICE OF INTENT FOR COVERAGE UNDER THIS
GENERAL PERMIT FOR THOSE PROJECTS REOUIRPIG THIS PERMIT COVERAGE COVERAGE UNDER THIS GENERAL PERMIT SHALL BECOME
EFFECTIVE UPON ISSUANCE OF AN APPROVAL FOR THE EROSION AND SEDIMENTATION CONTROL PLAN BY THE LAND DUALITY SECTION OF
THE DIVISION OF LAND RESOURCES OR DELEGATED LOCAL PROGRAM. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND LAND
DISTURBING ACTIVITIES APPROVAL OF THE EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE OBTANED
2. THIS PROJECT IS SUBJECT TO THIS PERMIT IN ADDITION TO THE APPROVED EBSC PAN BECAUSE ALL CONSTRUCTION ACTIVITIES
DISTURBING I OR MORE ACRES OF LAND ARE SUBJECT TO STORMWATER PERIAMING REQUIREMENTS UNDER THE NATIONAL POLLUTANT
DISCHARGE aNNATION SYSTEM (NPOES). REFER TO A COPY OF GENERAL PERMIT NO NCGO100DO AND GRANTED COVERAGE UNDER THIS
GENERAL STORMWATER PER69T
3 THE APPLICANT MUST COMPLY WITH THE APPLICABLE TERMS AND CONDITIONS OF THIS STORMWATER PERMIT AND ARE SUBJECT TO
ENFORCEMENT BY THE DIVISION OF WATER QUALITY FOR ANY VIOLATIONS
4 APPLICANT MUST IMPLEMENT THE EROSION AND SmIMENTATION CONTROL PLAN APPROVED FOR THE PROJECT BY THE NC DIVISION OF
LAND RESOURCES (DLR) OR BY AN APPROVED LOCAL PROGRAM. ADHERENCE TO THAT EM PLAN IS ENFORCEABLE COMPONENT OF THE
STORMWATER PEW
5 A RAN GAUGE MUST BE KEPT ON SITE
9 ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY
STORM EVENT GREATER THAN A HALF INCH (DURING A 24M PERIOD). IF ANY DEVICE FAILURE IS SEEN, IM IAEDATE CORRECTIVE ACTION
MUST BE TAKEN.
T ALL OUTLETS WHERE STORMWATER RUNOFF IS LEAVING THE SITE MUST BE INSPECTED AND EVALUATE THE EFFECT ON NEARBY STREAMS
OR WETLANDS, CORRECTIVE ACTION MUST BE TAKEN (AND RECORDED) IF SEDIMENT IS BEING DEPOSITED OFF SITE OR IN A STREAM OR
WETLAND OR IS CAUSING A VISIBLE INCREASE IN TURBIDITY (CLOUDINESS)) OF ANY AFFECTED STREAM.
B IF SEDIMENT IS BEING DEPOSITED IN A STREAM OR WETLAND DWO MUST BE CONTACTED WITHIN 24 HOURS
9 RECORDS MUST BE KEPT OF THESE INSPECTIONS.
10 PROVIDE THE OPERATION AND MAINTENANCE (O&M) NECESSARY TO MAINTAIN OPTIMAL PERFORMANCE OF STORMWATER CONTROLS. THIS
MEANS TAKE CORRECTIVE ACTION IF EILSC FACILITIES ARE NOT OPERATING PROPERLY
11 REGULAR INSPECTIONS ARE A CHANCE TO CHECK IMPACTS TO NEARLY WATERS IF SIGNIFICANT AMOUNTS OF SEDIMENT ARE OBSERVED
NOTIFY DWQ WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN SDAYS (SEE PART 0. SECTION E OF THE PERMIT). PLEASE COPY
CORRESPONDENCE TO DLR.
12. PREVENT STORMWATER CONTANINATIDN FROM EQUIPMENT USED DURING CONSTRUCTION. THIS INCLUDES PREVENTING SPILLS OF OLL,
FUELS COLUWTS CEMENT HYDRAULIC FLUIDS ETC FEDERAL GUIDELINES MUST BE FOLLOWED AND LABEL RESTRICTIONS WHEN USING
HERBICIDES, PESTICIDES AND FERTILIZERS.
13. DEMOLITION DEBRIS AND OTHER BUILDING MATERIAL MUST BE DISPOSED OF PROPERLY MANAGE DISPOSAL OF LETTER AND SANITARY
WASTE
NPDES INSPECTION RECORD
PROJECT MONITORING FOR THE WEEK BEGINNING,
RAINFALL ARAN GAUGE MAIL DE MANTANEDORM AND A RECORD OF THE DALY RANRLLLMIONISSIA L BE KEPT
MEASURE NDENTTIFACTION Ba SET
'�POND� SEDNENYTRAP
DATE OF
INSPECTION
MTIALSOF
INSPECTOR
OPERATING
PROPERLY(YRQ
CORRECTIVE ACTIONS TAKEN
DATE
ACTION TAKEN
NONE
HKi10UALTTY WATER (HOW) ZONES
T DAYS
NONE
SLOPES STEEPER THAN II
DDAYS
F SLOPES ARE tO OR LESS N LENGTH AND ARE NOT
STEEPER TFAN 21 14 DAYSALLOWEA
SLOPES 31 OR RATTER
14 DAYS
T DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
ALLOTHERMEAS WRX SLOPES FLATTER THAN 41
14 DAYS
NONE V.CEPT FOR PERDtETERSAD HOWZONES)
BASED ON AUGUST S, 2011 NCDWO REVISIONS
OUTFA
STORMIWATER DISCHARGE
OIJTFALL IDENTIFICATION
GATE OF
INSPECTION
QOTJALg OF
INSPECTOR
19 EROSION SEEN
NEAR OVTFA L?
(YRQ
DESCRIBE EVIDENCE OF OTHER POLLUTANTS DISCHARGING FROM THE
SITE SUCH AS OIL SHEEN DISCOLORATION CEMENT WASTES. SANITARY
WASTE FERTIIZERS OR FUEL OR MATERIAL STORAGE LEAKAGE
DDAYS
NONE
HKi10UALTTY WATER (HOW) ZONES
T DAYS
NONE
SLOPES STEEPER THAN II
DDAYS
F SLOPES ARE tO OR LESS N LENGTH AND ARE NOT
STEEPER TFAN 21 14 DAYSALLOWEA
SLOPES 31 OR RATTER
14 DAYS
T DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
ALLOTHERMEAS WRX SLOPES FLATTER THAN 41
14 DAYS
NONE V.CEPT FOR PERDtETERSAD HOWZONES)
BASED ON AUGUST S, 2011 NCDWO REVISIONS
VISIBLESE06FNTANGVRSTRFAMTURSIDI Y RECORD CDRRECTNE ACTIONS TAM IN ASSESSMEMOFCONTROL MEASUIWAEWE.
• M THERE ANY VISIBLE SEGMENT DEPOSITED NA STREAM. WETLAND OR RPM? YES NO DATEM DWO CONTA:TED7_
LS THERFANP VISIBLE SEDIMENT DEPOSITED ON ADJACENT PRDAERTYIM? YES NO DAMS)
15 THERE ANY VISIBLE DECREASE N STREAM CLARITYT(YN) HAS THE FINAL kMM T (TRO
SYTHISSRRiCTLNEICERTTFY NACCCRDWMWMPARTISBC LRIO)OFTHENMIOEFOPSWTINT THIS REPORT B ACCURATEAND COWLETE TO THE SETT OF MY KNOWLEDGE.
SIGNATURE OF PERN4TTEE OR DESIONF.E
DATE
NPDES GROUND STABILIZATION CRITERIA
SITE AREA DESCRIPTION
STABILIZATION TIMEFRAME
STABILIZATION TtMEFRAME EXCEPTIONS
PERMETER MES, SWALES, W04ES MID SLDPES
DDAYS
NONE
HKi10UALTTY WATER (HOW) ZONES
T DAYS
NONE
SLOPES STEEPER THAN II
DDAYS
F SLOPES ARE tO OR LESS N LENGTH AND ARE NOT
STEEPER TFAN 21 14 DAYSALLOWEA
SLOPES 31 OR RATTER
14 DAYS
T DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
ALLOTHERMEAS WRX SLOPES FLATTER THAN 41
14 DAYS
NONE V.CEPT FOR PERDtETERSAD HOWZONES)
BASED ON AUGUST S, 2011 NCDWO REVISIONS
NPDES NOTES
THE PERMIT CONTAIN CONDITION REOUR NG GROUND COVER WITHIN 14 DAYS ON DWURSED RAT AREAS AND 1 DAYS ON ALL PERIMETER OILES, $WALK
DITCHES. PERIMETER SLOPES AND ALL SLOPES STEEPER THAN T HOLQDNTAL TO 1 VERTICAL SEE GROUND STABILIZATION CRITERIA TABLE ABOVE THS 0
DIFFERENT FROM THE F'ROVLSIRNS OF THE NC SEDMFMATDN POLLUTION CONTROL ACT AND THE SEDIMENT CONTROL COLMSDNS RULES N ADDITION TO THE
WICKER TD1E FOR STABLLQATION, R MUST OCCUR AS SOON AS PRAA T, BUT IN ANY EVENT WITHIN 14 (OR 71 CALMAR DAYS FROM THE LAST
LAlDD6NRBPNG ACIMTY
• THE PEW REWIRES STABILPATDN WITHIN 1 DAYS FOR PORTIONS OF PROJECTS WITHIN THE SEGMENT CONTROL COLNSSKN DEFINED 1NIGH QUALITY WATER
ZONE..
• TO MEET THE FEDERAL REWIEMINF FINN SETTLING BASINS TXRLET STRUCTURES SWALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE FOR BASIN
OR TRAPS THAT HAVE A DRAINAGE AREA QU LESS THAN 1 ACRE. THE EXIST04G S'TAJOARD RECIIWEMENTS APPLY
• THE NCO 010000 PERWITEE MUST "LOCATE AREAS DEWATED FOR MIAWAGDMENT OF LAND CLEARING AND DEMOLMON DEBRIS CONSTRUCTION AND DOMESTIC
WASTE AND HKARDOUS OR TOXIC WASTE THIS LOCATION SHALL BE AT LEAST ED FEET AWAY FROM STORM DRAIN INLETS AGO SURFACE WATERS LSAESS R CAN
BE SOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVALABIE
• THE PERNITTEE MUST 10CATON OF STOOL PIES LOCATE EARTHEN MATMAL STOOK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM CLAN IMETS AND
SURFACE WATER UNLESS P CAN BE SOWN THAT NO OTHER ALTERLATNESARE REASONABLY AVAILABLE
• DESIGNATION ON THE PANS WHERE THE SPECIFIC GROUND STABILIZATION REQUIREMENTS APPLY AS PER SECTION ILS2 OF THIS PERMIT
• DESIGNS OF BASSI WITH SURFACE WITIORAWAL AS PER SECTION ILBA OF THIS PEARR
NOT BE REUSED SOLD LOANED OR GIVEN TO OTHERS,
MANDATORY SELF INSPECTION PROGRAM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED 01 RODS TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING
ACTIVITIES DISPECTA PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN IS BEING FOLLOWED
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1 2010
THE SELF 4SPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED
THE SELF4NSPECTKON REPORT FORM WILL ALSO BE AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND DUALITY WEB SITE AT
HTTPJAVWW.DLRENRSTATENC USPAGESISEDIMENTATIONIIEW HTML
EFFECTIVE OCTOBER 1 2010 PERSONS CONDUCTING LANMISTURBNO ACTIVITIES LARGER THAN ONE ACRE MUST WSPECT THEIR PROJECT AFTER
EACH PHASE OF THE PROJECT AND DOCUMENT THE INSPECTION N WRITING.
DOES THIS ONLY APPLY TO PROJECTS APPROVED AFTER OCTOBER 1, 20107
NO R APPLIES TO BOTH OLD AND NEW PROJECTS
WHO CAN CONDUCT THE INSPECTION? THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER OR THEIR AGENT MAY CONDUCT THE INSPECTION.
IS A SPECIAL CERTIFICATION REOUIRED TO DO THE INSPECTION? NO
WHAT IS THE GOAL OF THE SELFINSPECTION PROGRAM? TO MALI= SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL FLAN IS
BEING FOLLOWED INCLUDING THE INSTALLATION AND MAINTENANCE OF MEASURES, AND THE PROVISION OF GROUND COVER IN A TIMELY MANNER
WHAT HAS TO BE INSPECTED? ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING SEDMITATION CONTROL BASINS,
SEDIMENTATION TRAPS, SEDMENTATKON PONDS ROCK DAMS, TEMPORARY ONERSWNS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS
SEDIMENT FENCE OR BARRIERS ALL FORMS OF INLET PROTECTION STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION
METHODS OF OPEN CHANNELS MUST BE INSPECTED
WHAT ELSE HAS TO BE CHECKED? THE NEED FOR GROUND COVER SHOULD BE CHECKED TEMPORARY OR PERMANENT GROUND COVER MUST BE
PROVIDED ON EXPOSED GRADED SLOPES AND FILLS WITHIN 14 CALENDAR DAYS OF THE COMPLETION OF A PHASE OF GRADING. PERMANENT
GROUND COVER MUST BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (60 DAYS IN HQW ZONES), WHICHEVER TERM IS SHORTER,
UPON THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT
DO NEWLY INSTALLED SEDIMENTATION CONTROL BASINS HAVE TO BE MEASURED? YES, THE ACTUAL DIMENSIONS OF THE BASINS HAVE TO BE
CHECKED, USUALLY WITH A TAPE MEASURE, AND COMPARED TO THE DIMENSIONS ON THE APPROVED PLAIT
00 NEWLY INSTALLED SEDIMENTATION CONTROL BASINS HAVE TO BE MEASURED BY A PROFESSIONAL LAND SURVEYOR? NO GENERALLY THE
WIDTH AND LENGTH OF BASINS CAN BE MEASURED WITH A TAPE MEASURE A LEVEL AND SURVEY ROD MAY BE USEFLA IN CHECKING THE DEPTH OF
A BASIN. ONLY RELATIVE ELEVATIONS COMPARING THE BOTTOM AND TOP ELEVATIONS ARE NECESSARY
WHAT IS A SIGNIFICANT DEVIATION FROM THE APPROVED PLAN? 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 PUN CANNOT BE FOLLOWED A REVISED PLAN SHOULD BE SUBMITTED FOR REVIEW
DOES IT REQUIRE A SPECIAL FORM? A SELFBISPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113444.1' IS AVAILABLE
FOR USE. IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL SPREADSHEET AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF
EROSION AND
PRACTICE OR I
CAN I JUST USE THE NPDES SELF - MONITORING REPORT? THE NPDES 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
WHEN DO THE INSPECTIONS HAVE TO BE DONE? UNLIKE THE NPDES SELF-MONITORING REPORT, THE SELF- 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 FLAN M COMPLETE NOT EVERY OMICT WILL HAVE ALL THE POSSIBLE PHASES UIT71IF[TIM-PI'M
INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
CLEARNG 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.
WHERE DO I MAIL THE REPORT? DO NOT MAR THE REPORT THE RECORDS MUST BE MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT THE
SETS ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY 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 SWILL ALSO BE MADE
AVAILABLE ON THE SITE
BLUE RIDGE
SELF INSPECTION FORMS
T raTv +s,�.r,v MS P ECnra,N 0, lAr D aONRORrNG RZO OR ACTVES UNDER ORYA`EA OEYML PERKIT H
COtOO
A1lD SELHNSYECTO) kECORCS FOR latlp D'SFVQA Y'O ACTMiIEii PEAO S. +IJA ANI
P-1A Pa, ri,n nAArt C—pm aloe
R L to
Ay NNaemAPiw,'y a, Pa.WVr�nrk AV YLOetCaW Party SJ0. 1!, Olepan rexumtebna ecnmr+mVita awrq �y anar,mCEP
Fxr seer R•,mnxrarar r•nmc«ur �xrraaq-ea Lnl•,r
WLOU)l0 STARR.GATiON TPMp*RAM39
Slly Naa Smpr.rat,en P fm `G+
PpnvwmrCM1es,fvrN_ am stapes )W hem
JµlPn ewalr:lNa.�RaA1Toa•s roa xen.
sa 1Mn31 im nm m<tcm 4ss.nl mane Rye mi •mac,rr7'pn:+la .mkrree
a s 1 mnamr + T +ra. Pleas. mr. man m m
All Pth+ Arab rm sloop Raltd Ian a / f Crya Neng vs'M ra p•n bra mtl HONEam
-^ Pn,abxe w, m sat +Pn r v� -• <a� re,rr r•.nruw..•.
rru,k�A�r -.r, Fr.m R.. l ^vrli ak, -
NI b Y 9 ri 4 O r xS1AOV�ms ec:stM ,sp Y•CM WqO MPJI— UNOARW\SAYDW -N
Ia h0UR10P A WUNFALL —T GR-1- RYAN OS 14.1 PER . HOUR PERIOD
E.— erd Ssdtmerw- Control Mess — 1RSpected 1
UuSCnav Acb..N•na•d M
Ga6Gt..9.atSlt111R2m,"t 91..L —m Cerro¢.
(�.�� " ,a,.'a•e,a trara,e m•m�s,wra •varN
v cvrox rs•.n Vu�
t I
I J
I
RY•a» np,tlbb^^n�eP' <n_.viN!arwvrn LTb 2v MMe !nwru�t+�id�•rtA�ep tlPN -t2rp ee p.T FAbbl, efa[vCapea
pl N.as ?+Tara Ty Ulv eaprr<'eerw.lnarvf eaSr. rJmui er4v yv,.�Lr..n�nad Vtto-UeP SCZJixa ^W mmt �a..,s anaR per, A^na
SOOr muC M In•,r:Rq a —1 ONCE PER 7 CALMDAR OAYS.,D NITNN
Ta NJIJRE OFARAINFf1l EVENn CRF TFA MAN 08�YCN PE,12a NOU'1 PFJ110D
(8tomm.aler Oischa sOUTIaRS it -s P.cted • --a � -- -y- - -- , — --
b, 1.rM a v.aa A+y r r InvPaclk Rtpod Vl.�Lk Somme ^bt viLN, 24H.n yr rreUanUeb c'P•
^y rip a�sm -awn m«� .reax DADA. 3• ri r Lv M Qua tp Tngk ^6 Fb,. s ee"acna
,n >oAac Ib a aeva[tr- PPnv[I. ,
ate
PASS r5'w Oat3,F+T E?Cr rsvans+YY eM Y !
JraY'IVf. rvfn7x 1rY•1 L A,
AR rrC 0110UYO STAR.r.AT10N M—ber —m lPIr J, Pram al Gr -
anasv5xa.an�mrLar.ya.lka
@x4lar.. rinacayaaPbTa f„fr an 'a* 'p r7o-iIdne ACllv ^a Na<tladM 'r o+Wm
+Z,.bLe_Hr
m
(
I
Pm,art mnP,
Oa "Y 4aMaA Rh. a.l •xttpPlm
4aNCOYa o, Neeave• N,s rC;
,<ae c.m it
Pro P •c 4
-.—.y lies
Pp :P r� apa
ce.mr
Iau"PCLTOR
rrawPrAP.
A 'NIMq➢ ua
•,
Uarl DADA'•+%
Oa "Y 4aMaA Rh. a.l •xttpPlm
4aNCOYa o, Neeave• N,s rC;
M
In
rR
sa LOplmrW
Sun 0wa«aN
OF FEDERALCOPYRIGHT LAWS RINISMINE BYFNES UPTOS100000 PER OFFENSE
Ptaw a'0radml '_ -•�-
�iwrck SaeP k:ab4.bm x
TT
`K
V
? S
m
d�Z'U
U
pro _.
f U
IY
l O
f 1

', STONEGATE DEVELOPAMNT STREAM RFSTORATI� BLUE RIDGE ENVIRONMENTAL CONSULTANTS PA ASH CARP ''�., DATE REVIS 0
m ENGINEERING I PLANNING I ENVIRONMENTAL " 0 -
q i PREPARED FOR 4P
THE STANLURD AT BOONE 11L - �► NCBELS ENGINEERING FIRM r-344 SITE PLAN
}7 $ g 18880WESTCATAWBAAVE. F P
33 3 T SUITE 208 VCNN� -
3i�' CORNELIUS NC28031 13DS&oUlN Cau MM ORNE x'1ieu NOee Ti/VC
WLKES80RO NC 28897 8W'ALecLq '' 'rrlr 1�
RELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTION 02MM2014 DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET

STONEGATE DEVELOPMENT STREAM RESTORATION BLUE RIDGE ENVIRONMENTAL CONSULTANTS PA qN 9AR., DATE �MS
ENGO.ERPIG I RANNBIG I ENVIR00JENNTAL GFE
PREPARED POR
nni 4s
THE STANDARD ATBOONE LLD �► NCBELS ENGINEERING FIRM 9CJN8 PLAN & PROFILE
33 g 18510 WEST CATAWSAAVE.
SUITE 70e LGINk tZ:'
3q g CDRNEUUS NC 780.71 IM SOUTH COLEGATC ORM Sx 4m . riyC CHVQ ��•
3' VAUKESBORO. NCn W hW'abscn¢
RELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTION OV17014 DO NOT SCALE - PLANS MUST RF RFCFIVFD AS A COMPI FTF SFT

STONEGATE DEVELOPMENT sTREiIA RESTORAnoN BLUE RIDGE ENVIRONMENTAL CONSULTANTS PA �tH CAR�4.,, DATE REW"S
ENGPIEERING I PLANNING I ENVIRONMENTAL OpC98ipH
u u PREPARED FOR. ag
wTHE STANnMM AT BOONE LLC NCBELSENGWFERNG FIRM 8CJN8 PLAN & PROFILE
_ 16MOWFSTCATAWBAAVF F P
q SURE 206 'T'GINEE
33 CMIE LS NC28031 1] 06 SOUTH COLLEGIATE DRNE 3783NAMA . TVNC WAO:8800 N 281197 NA CHJ..
RELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTION 0P17074 DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET

h
r�
ig
INR
Jill
F
m
Are
l
9
6118
FEM
OHMX
r
�
�
g
r
D
n
rn
f
f
fiI
z
'
/)
V
� r
9 O
gai
9=
O
z
m
D
r
°
i�
ig
INR
r�� R
R
Rig
sTONEGATE OEVELOPMENrsTRFw RES9oRATroN BLUE RIDGE ENVIRONMENTAL CONSULTANTS PA
ENGINEERING I PUNNING I ENVIRONMENTAL pB98
PREPARED FOR
vTHE STANDARD AT SOONE lLC � - � NCSELS ENGINEEROJG FIRM CCJIA6
In 16990 WEST CATAWBA AVE P S P
33 8 SURE 106 4C
...XXX CORNELIUI NC11111 I>0530U1NC0LLE0WE ORNE i161M�0EE . %iN J
WCJQ930R0 NC 28W I�'1haeMx
RELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTION 01"7074 „
v
H
DETAILS
3R
f
Cn
z
m
I
m
O
n
n
CD
cn
D
z
m
Jill
r�� R
R
Rig
sTONEGATE OEVELOPMENrsTRFw RES9oRATroN BLUE RIDGE ENVIRONMENTAL CONSULTANTS PA
ENGINEERING I PUNNING I ENVIRONMENTAL pB98
PREPARED FOR
vTHE STANDARD AT SOONE lLC � - � NCSELS ENGINEEROJG FIRM CCJIA6
In 16990 WEST CATAWBA AVE P S P
33 8 SURE 106 4C
...XXX CORNELIUI NC11111 I>0530U1NC0LLE0WE ORNE i161M�0EE . %iN J
WCJQ930R0 NC 28W I�'1haeMx
RELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTION 01"7074 „
v
H
DETAILS
3R
f
Cn
z
m
I
m
O
n
n
CD
cn
D
z
m

RIPARIAN PLANTING PLAN
BARE ROOTS nL M SELECTED FROM DE NAWE VEWATCN SFECFS LSTED BELOW TREES SHO" U PL WWAT A DENSITY SUFIC W M PFMM 320 TREES PERACRE AT I%nMTY
M ACIBEW THIS DENSITY APPROXRATMY MI (IMO SFACIQ M MI"SPACM) TREES PER ACRE SHOULD BE PLANTED INITIALLY SHRUBS SHOULD BE P ANIFDATA DENSITY SOFFCIE T
TO PROVOE 12DS'MW PEFtAC tE NDMOFM TAN M OF ANY SFESESSHALL BE USED PLUGS SHALL BE USEDAT THE SLOPETOES AS NEEDED FOR STAMRY AND HABITAT
WOODY VEGETATION NATIVE MWESTERN NORTH CAROLINA
SHRUBS
CONYTONNAME
TI ONRUSH OttmENTAIIS
MffJOCANYMCKFAM HAMUIEUSVWGILANA
'TAGAIDER ANUS SEWLAATA
TYRglAWl1OP SVM CARLIBLANA
'EDERBERIff SAMBV0IS CANADENSIS
RED CHOKESERY MONMAABUIIFALA
SUtY DOGW90D CORRSAVID"
SEAM WILLOW SYASEMCFA
WINTER ERRY BEAVEIUCEUTA
'NNE SARA PIWSOUWPUS
TAPES
'MACK WALNUT 1XIANS MGRA
PBLACKWLLOW S,%A wRA
- BLACKGUM NYSSA SYLVATCA
"GREEN ASH FRAKNU3 PENISYLVAMCA
-RED MARE AMR RIIBAUe
'RNERNRCH BETUANIG'RA
-SUVER MAKE ACERSACONWLM
'bWEEMW UDU DA BARSTTRAGRLM
-SYCAMDRB RANTANUSOCCCERALN
'1E/LSiFWN NBC= TSUCAMIADESIS
TREES L SHRUBS
PER RAN9 WATERSUFACE
RIMDPLABN BENCH LNESTAKES IL ROODRAIN
PLUGS HER PLANS
'SPEOF99 MUSE FOR UVESTAKES
_TREES,
DORMANT LIVE STAKE
BANXFULL
POOL
FNIIFFLE TWLLWEG
Pool J / r
WATER SURFACE
\ WUFACNE
LIVE STAKES
SUDS (FACING UPWARD)
IN BASAL END CUT AT 45' Vr
ro I. Ur IN DIAMETER
9
GENERAL NOTES.
1 UVE STAKES SHALL BE INSTALLED ALONG THE CUTER MEANDER BEND WHOM
IH=TED ON THE D AW=ARD DETAILS,
L LIVE STAKES SHALL BE CUT FROM AN APPROVED SOURCE WITH A SHARP TOOL
STAKE SMALL BE FREE FROM DISEASE OR EXCESS DEAD TWIGS 2.5 TO 4 FEET IN
LENGTH WITH A BASAL END 03 TO 13 NCH IN DIAMETER. PRIOR TO INSTALLATION
BASAL END SHNL BE CUR AT A 45 DEGREE ANGLE AHD THE END SWILL BE CUT FLAT
YRTIAUT CRACKS.
L EVE STAKE$ SNARL BE INSTALLED BY GENTLY TAMPING INTO THE SOL LEAVING 4
TO S INCHES SMSED. STAKES SWLl BE RACED IN A RANDOM PATTERN AT A
LATE OF 1 LIVE STAKE PER SQUARE YARD ALONG BAN L.
4 LIVE S TAKES SHALL BE INSTALLED WHEN THEY ARE DORMANT WHEN TYPICALLY
OCCURS BETWEEN NWB¢'ER 15 AND MARCH I&
RIPARIAN SEEDING SCHEDULE
S EARLY SPRNG IFEB 1SMAY 151
FOR USE WITHIN 2S FWARIAN BUFFER. SEE ELSC SEEDING SCHEDULE PM NONBUFFER SEEDING SPECS.
SEEDING MU[FL E
SPECIES
%COMPOSTION
PA ICUMATRGATU M(sW71CHOGRASS
10
PANCLM DANDESTNUM (DEER IDNIGIM
10
ANCIJS EFFUSS (SOFT RUSH)
10
CAM VULPBWIDEA(FOX SEDGE)
10
SORGNASTRW WTAMS (INDIAN GRAM
A
CH SMMIDMM LATTFODUM (RIVER CATS)
10
ELY" NTSTRR poTTLEBRUSL GRASS)
10
VE NIOlA GIGANTEA (CANT RCNWEED)
s
RUSECK A KWA (BLACK EYED SUSAN)
S
E PATOWUM FSTUASUANIJOE FYE WEED)
s
RIMS TYR@A(STALRLODN SALAQ
5
VERSEA HASTATA (BLUE VERVAM
s
PENSTEMON DIGITALIS (TALL WRITE BEARD TONGUE)
(fir TGL DIAMETER) 'A
APPLICATION
AMY AT A RATE OF ISMACRE
ANGLECUT
SCi AMENDMFNTB
3w,w
APPLY LME AND FETTLQER ACCORONG TO SOIL TESTS OR APPLY 4OOD LBIACRE GROUND AGRICULTURAL LIMESTONE AND TWO LBIACRE 5-I0-10 FEATLIgR.
MAINTENANCE,
LY
REFERTLIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE RESEED FERTRYE AND MULCH DAMAGED AREAS IMMEDIATELY
BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS PA.. ALL RIGHTS RESERVED THIS PLAN MAY NOT BE REJJSED SOLD LOANED OR GIVEN TO OTHERS
E & SC TEMPORARY SEEDING SCHEDULE
DO NOT USE wnM 2S RIPARIAN BUFFER ME RPARAN SEEDER SCHEDULE FM BUFFER SEEMS SPECS
LATE WINTER
S EARLY SPRNG IFEB 1SMAY 151
SPECIES
RATED. mm
RYE GPM
120
AM
16 i
KOREAN LESPEDFIA
SO
SuMMiR WAY
TSAUGUST 151
SPECIES
RATE(LWACRE)
GERMAN MILLET
40
OR
IX6
TALL FESCUE SO
FALL AuGtIST
75-0ECEMBER 151
SPECIES
PATE SOACRFJ
SOIL PREPARATpN
SOIL TEST 60L TEST ID WILL DETERMINE WHETHER THE SOL PH AND NUTRIENT
(PH OSPHARUL POTASSIUM CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURWRASS GROWUL THE Sa TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTLM AND/OR L41E
CLEAN AND ROUGH GRADE REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PUNTED THIS INCLUDES ROCKS BOTTLES LARGE ROOTS AND OLD TREE TRUNKS.
F EXTENSIVE GRADING IS NEEDED REMOVE THE TOPSOIL AND STOCKPILE R FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
RYE GRAIN 12D THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADRA
ESPECIALLY F THE GROUND IS WET THIS COMPACTED LAYER MUST BE BROKEN
UP A SPRRNGTOOTN /ARROW WORKS WELL ON LIGHTLY COMPACTED SOLS A
SELL AM EHDMDM SMALL ROIOTLLEL MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
FOLLOW RECOMMENDATIONS O SOIL TEST OR APPLY 20M LBIAUGE GRCUID DEEP TRIAGE RDTOTUM LOOSENS COMPACTED SOL AND IMPROVES THE
AGRICULTURAL LMESTOIE AND 750 L &ACRE 10-10-10 FERTLER. INCREASE FFRTIBERR SPEED AND DEPTH OF ROOTTNO. A TRMMR4 0MM OR SELFFRLWELUED
RATE TO IDOO LBIACRE N THE FALL TILLER WILL ADEQUATELY TILL THE SOL TAKE CARE NOT TO DESTROY THE
MwtH EXISTOA THUS N THE LAWN, CUTTING TOO MANY TREE ROOTS DURING SOL
APPLY 4000M L &ACRE GRAN STRAW OR EGUIVAENT COVER OR ANDD¢R SUITABLE TILLAGE CAN SEVERELY DAMAGE OR ILL A TREE. TREES CAN ALSO BE
MULCH IMS LATERAL ANCHOR STRAW BY TACKING WITH ASPHALT WTTI G, OR A MULCH SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH BOB- F ADOTDNAL SOL IS
ANCKDRNO TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A NECESSARY ATA TREE BIUSECONSIRUCT A'TREEWEUL
MLILCHANMP24TOOL
MAINTENANCE REPLACE THE TOPSOL ONCE THE SUBSURFACE IS ESTABLISHED RETURN THE
REFERTLIiE F GRDffTH N NOT FULLY ADEQUATE RESEED FERTILIZER. AND MULCH /OPSOL AND SPREAD URNFORSLY OVER THE ENTIRE AREA ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 L &ACRE OF S TO 6 INCHES OF DEPTH AFTER THE SOL HAS SETTLED, THIS MEANS PLACING
NMOGEN N MARCH F IT IS RECESS -IW TO EJ(TEND TEMPORARY COVER BEYOND ANNE ABOUT I ro 10 INCHES OF TOFSOL OVER THE SUBSURFACE IMPROVE THE SOIL BY
15. OVERSEES WITH 50 LIVACRE KOREAN LESPEDEDI N LATE FEBRUARY OR EARLY ADDING ORGANIC MATTER THIS NFROVES WATER RETENTION N SANDY SOILS
MARCH. AND DRAINAGE N CLAY SOILS AND REDUCES FERTLIIFA LEADING,
PLANTING BALLED- AND - BURLAPPED AND
CONTAINER -GROWN TREES
u
PREPARE WATERN0
DEPRESSOR NSICE
EXGVATEDAREA'_`.
d/Jl�l
PLANTING
�� SOIL MIXMR _
PUNT AT THE SAME DEPTH AS
1YI¢N PREYOVSIY GRDW
PLANTING BAR SHALL HAVE A BLADE WITH
SPREAD OUT ROOTS
OF
BARE-ROOT SPECIMENS,
S,
SHALL BE 12K LOXL 4BL WIDE AND IN
16 i
v (/
I
STAKES
�IT>LP �t•
GENERAL NOTES
1 REFER ro NCESCPDM SECTION
LIVESTAKEIBAREROOT PLANTING
RANTING NOTES'
PLANTING BAG
OIRPIO PLANTING. SEEOlNG.9 SHALL
BE KEPT IN A MOIST CANVAS BAD OR
SLBLAR CONTAINER TO PREVENT THE
8007 SYSTEMS FROM DRYING.
KBC PLANTING BAR
STAKRIG M4Y REWRED 711fR011G11
UM
PLANTING BAR SHALL HAVE A BLADE WITH
MATiN4 RCq(OR C ACTED S06H
A TRIANGULAR CROSS SECTION, AND
A STARTER HOLE MAY BE REWIRED.
SHALL BE 12K LOXL 4BL WIDE AND IN
16 i
TWgLATCENTER
I
ROOT PRUNING
LIVE STAKES
ALL SEEDLINGS SHALL BE ROOT
BAR AND PLACE B
PRUNED F NECESSARY SO THAT ND
KILL HANDLE S
ROOTS EXTEND MORE THAN 10
IX6
NOTES (1004 BELOW THE ROOT
COLLAR.
DRUID
VOIST RtOPOSEDSTREAMBED
RPPWRNa
GENERAL NOTES
1 LIVE STAKES BALL BE EVENLY SPACED 1 PER
SQUARE CUT
SQYO.
L LIVE STAKES SHALL BE DRIVEN UNTIL
BLA9IFACING UPWARD)
APPROXIMATELY OF LIVE STAKE IS WITHN
LIVE CIITTNG
GROUND
S. F STARTER HOLE IS NEEDED MUM AR
(fir TGL DIAMETER) 'A
POCKET
l UTILIZE ALL ON SITE TRANSPUw MATERIALS
ANGLECUT
MADE AVAILABLE BY THE OWNER OUNCE
3w,w
SOURCE O TRANSPLANT MATERIAL HAS BEEN
HARVESTED THEN UTILIZE LIVE STAKDNG,
LIVE STAKE
BANK STA00IZATTOH WITH LIVE STARES
DB&FPIANTNG M
METHOD I
I 9j r.
TANG THE KBC PLANTING BAR
(FOR FLOOORAN BUFFER RANTING AND UPLAND BUFFER
16 i
il I
I
I INSERTPIANTING 2
2. REMOVE RANTING 3NSERTRATNO
BAR AS SHOWN AND B
BAR AND PLACE B
BAR 29L TOWARD
KILL HANDLE S
SCAT P
PLANTER FROM
TO MPLANTER. C
CORRECT DEPTH, R
RPPWRNa
GT
GENE NOTES
1 REFORESTATION SHALL BE RANTED W TO 10 ON
CENTER RANDOM SPACING AVERAGING S ON CENTER
AFPROAMATELY43601 RANTS PER ACRE
L OTHER PLANING METHOD CAN BE USED WITH THE
PERMISSION OF THE PLANTING SUPERVISOR.
SHRUB PLANTING 4
D2
PINESTRAW MLLCII
PLANTING SOIL BRMI
S34
" 4 �TyBz
1 RANT SHALL BEAR SAME RELATIONSHIP TO FINISH
GRADE AS IT BOPS TO PREVDUS DUSTING GRADE
L CARE SHALL BE TAKEN TO PUNT RHODODENDRON
SPECIES SLIGHTLY ABOVE GRADE TO FACILITATE
POSITIVE DRAINAGE AND REDUCE ROOT RDT
OF FEDERAL COPYRIGHT LAWS PUNISHABLE BY FINES LIP TO
6 b7
U
U
z 3
o a
Al z
O
U
U)
1 0
U
b O
S 0
U
Q)
� J
Lu
tz O
Z
Y U
W
0 211 7 2 0 11
i
LLJ
JEDWARDS Q
J.CFLIRCII
O
rm 0 N (H) I M Q
SHEET J
D2 L
OF FEDERAL COPYRIGHT LAWS PUNISHABLE BY FINES LIP TO
6 b7
U
U
z 3
o a
Al z
O
U
U)
1 0
U
b O
S 0
U
Q)
� J
Lu
tz O
Z
Y U
W
0 211 7 2 0 11
i
LLJ
JEDWARDS Q
J.CFLIRCII
O
rm 0 N (H) I M Q
SHEET J
D2 L