20160107 Ver 1_More Info Received_20160226

Strickland, Bev
From:Yates, Kevin <[e-mail]>
Sent:Friday, February 26, 2016 5:16 PM
To:Smith, Cherri L; 'Alexander, Tasha L SAW'
Cc:Roth, Kelly
Subject:RE: Fawn Ridge Stream Stabilization
Cherri/Tasha,

Happy Friday to ya. Cherri, I spoke with Tasha earlier this week, she said the project qualifiesfor NWP 27. There are
buffer impacts which are quantified in PCN, but wouldn’t need written authorization. Do we need to revise buffer
portion of PCN in anyway?

Attached is the revised PCN pg. 2 with Town of Knightdale POC, and Executed Agent Authorization from the Town
Manager, Hal Mason, POC.

Also attached are a full set of construction drawings with planting plans, plan/profile, and detail sheets for stream work.

We’ll send hard copies, etc as well. Please let me know if you have questions.
Thanks!
Kevin

From: Smith, Cherri L \[mailto:[e-mail]\]
Sent: Tuesday, February 09, 2016 12:23 PM
To: Roth, Kelly; Yates, Kevin
Subject: Fawn Ridge Stream Stabilization

Hi Kelly and Kevin,

I just wanted to let you know that I can’t move the Fawn Ridge Stream Stabilization project forward until you get
verification from the Corps regarding the Nationwide Permit number. If the whole project qualifies for NWP 27, then a
buffer authorization is not needed so the written authorization will just be for the 401 Certification.

Also, I’m assuming that the Town of Knightdale is the applicant, but I didn’t see a contact person in the application.

Do you have any kind of typical cross-section for the newly configured stream? Is there a planting plan? I don’t want to
make this project overly expensive for the Town to undertake, but this kind of information is usually included at a
minimum.

This email serves to let you know that the project is on hold to allow time to address these questions.

Cherri

Cherri Smith
NCDEQ Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628

ph. 919-791-4251
1

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2

SITE DATA:
PROPERTY OWNERS:
BRADFORD & KRISTI PENNY
EXISTING CONDITIONS AND LEGEND
104 INDIAN SPRING DRIVE
DEMOLITION PLAN
KNIGHTDALE, NC 27545
PLAN AND PROFILE
CHRISTOPHER & BARBARA SPIVEY
EROSION CONTROL DETAILS
116 FAWN RIDGE COURT
STREAM STRUCTURE DETAILS
KNIGHTDALE, NC 27545
OVERALL PLANTING PLAN
JOHN D. BARTHOLOMEW
PLANTING PLAN
112 FAWN RIDGE COURT
KNIGHTDALE, NC 27545
MCKAIG INVESTMENT PROPERTIES, LLC
900 MINGO PLACE
KNIGHTDALE, NC 27545
THERESA KAMINSKI
107 ARBOR RIDGE COURT
KNIGHTDALE, NC 27545
SUSAN SKINDZIER—TODD
109 ARBOR RIDGE COURT
KNIGHTDALE, NC 27545
PARKSIDE HOMEOWNERS ASSOCIATION, INC.
P.O. BOX 1063
KNIGHTDALE, NC 27545
PROJECT OWNER:
TOWN OF KNIGHTDALE
950 STEEPLE SQUARE COURT
KNIGHTDALE, NC 27545
PIN:
1744945792, 1744947849, 1744947716, 1744945660,
1744945420, 1744945478, 1744944574
EXISTING ZONING:
GR8
WATERSHED OVERLAY DISTRICT:
NEUSE
PROJECT AREA:
3.74 AC.
PROJECT DISTURBED AREA:
0.73 AC.
AREA IN FLOODWAY/FLOODPLAIN:
NONE
PROJECT SITE
CONSTRUCTION DRAWINGS
KNIGHTDALE, NORTH CAROLINA
VICINITY MAP
1 "=1000'
PROJECT NUMBER: ZPC- 17-15
DATE: NOVEMBER 24, 2015
REVISED: JANUARY 8, 2016
REVISED: FEBRUARY 16, 2016
OWNER
TOWN OF ENIGHTDALE
950 STEEPLE SQUARE COURT
IMIGHTDALE, NC 27545
�N CARo
SS%0• y
' SEAL ��•'
40761
1 NV
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SHEET INDEX
C-1
EXISTING CONDITIONS AND LEGEND
C-2
DEMOLITION PLAN
P-1
PLAN AND PROFILE
D-1
EROSION CONTROL DETAILS
D-2
STREAM STRUCTURE DETAILS
LS -1
OVERALL PLANTING PLAN
LS -2
PLANTING PLAN
Town Approved Standards Shall Control. In the event of a conflict or
inconsistency between these construction drawings and the Town of Knightdale's
Approved Standards for this project, the Approved Standards shall control. Town
of Knightdale Approved Standards shall mean all development documents necessary
for approval for the Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule, Development
Agreement, Utility Allocation Agreement, Annexation Agreement, the Town of
Knightdale Standard Specification and Details Manual and applicable provisions of
the North Carolina State Building Code.
Professional Design Engineer Certification. These improvements shall be constructed
in accordance with the following drawings and with the Standard Specifications of
the Town of Knightdale.
I, PE, certify that the Standard Specifications of the
Town of Knightdale have been thoroughly checked and found to be applicable to
this project. All exceptions to the applicable Town standards have been previously
approved by the Town of Knightdale and said exceptions are shown on Sheet(s)
_______ of these drawings.
Seal By: -------------------> PE
Date:
Town Certification. This design has been reviewed by the Development Services
Engineer for the Town of Knightdale, and to the best of my knowledge and belief,
it conforms to the requirements established in the Standard Specifications of the
Town of Knightdale.
By------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
By------------------- Date: -------------
Administrator
McADAMS
THE JOHN R. MCADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
[phone] ■ McAdamsCo.com
FINAL DRAWING e RELEASED FOR CONSTRUCTION

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PRELIMINARY PLAT
NOT FOR RECORDATION
CONVEYANCES OR SALES
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BARTHOLOMEW, JOHN D.I
PIN: 1744947716
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GENERAL NOTES
1. THIS IS A SURVEY OF AN EXISTING PARCEL(S) OF LAND. THIS IS
A TOPOGRAPHIC SURVEY.
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
5. AREA BY COORDINATE GEOMETRY.
6. FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL
FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED
BY F.E.M.A F.I.R.M COMMUNITY PANEL #3720174400J DATED MAY
02 2006.
8. UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
9. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT
OF A TITLE REPORT. THIS SURVEY SUBJECT TO ANY FACTS AND
EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND
ACCURATE TITLE SEARCH.
11. ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD 88 DATUM
ESTABLISHED BY GPS SESSIONS.
140 1 /UIUDING
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12 / WALL SUSAN
PIN: 1744945478
/ DB. 15491 PG. 2035 1
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11�KAMINSKI, THERESA M I \
I PIN: 1744945420
�i DB. 13328 PG. 728
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— Town Approved Standards Shall Control. In the event of a conflict or
Iinconsistency between these construction drawings and the Town of Knightdale s
OP P Approved Standards for this project, the Approved Standards shall control. Town
TOP=268.37' I of Knightdale Approved Standards shall mean all development documents necessary
INV=263.29' for approval for the Property including, but not limited to, any special use permit,
DUMPS INTO 36"CMP I I subdivision plan, site plan, subdivision plat(s), phasing schedule, Development
1 I I Agreement, Utility Allocation Agreement, Annexation Agreement, the Town of
Knightdale Standard Specification and Details Manual and applicable provisions of
1 \ the North Carolina State Building Code.
1
ITown Certification. This design has been reviewed by the Development Services
Engineer for the Town of Knightdale, and to the best of my knowledge and belief,
1 \ it conforms to the requirements established in the Standard Specifications of the
Town of Knightdale.
\ By: ------------------- Date: -------------
Development Services Engineer
\ These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
\ By ------------------- Date: -----
Administrator
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT N0. KND-15000
FILENAME: KND15000—XC1
CHECKED BY: K VB
DRAWN BY: J C A
SCALE: 7= 50'
DATE' 11-24-15
SHEET NO.
C-1
�� MCADAMS

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PROPOSED TREE REMOVAL LIST
QUANTITY
SIZE
SPECIES
5
12"
MAPLE
2
14"
MAPLE
1
15"
MAPLE
1
17"
MAPLE
1
18"
MAPLE
1
20"
MAPLE
2
22"
MAPLE
4
14"
OAK
1
18"
OAK
3
12"
POPLAR
1
14"
POPLAR
1
16"
POPLAR
2
20"
POPLAR
1
24"
POPLAR
1
26"
POPLAR
1
30"
POPLAR
1
38"
POPLAR
TOTAL # OF TREES = 29
LEGEND
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Town Approved Standards Shall Control. In the event of a conflict or
inconsistency between these construction drawings and the Town of KnightdoleIs
Approved Standards for this project, the Approved Standards shall control. Town
of Knightdale Approved Standards shall mean all development documents necessary
for approval for the Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule, Development
Agreement, Utility Allocation Agreement, Annexation Agreement, the Town of
Knightdale Standard Specification and Details Manual and applicable provisions of
the North Carolina State Building Code.
Town Certification. This design has been reviewed by the Development Services
Engineer for the Town of Knightdale, and to the best of my knowledge and belief,
it conforms to the requirements established in the Standard Specifications of the
Town of Knightdale.
By: ------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
By ------------------- Date: -----
Administrator
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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FILENAME: KND15000—DP1
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DRAWN BY: J C A
SCALE: 1 "= 50'
DATE: 02-16-2016
SHEET N0.
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LIMITS OF DISTURBANCE
TREE PROTECTION
STAGING AND STOCKPILE AREAS
CONSTRUCTION ENTRANCE
//I I I �\\\
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POINT OF ANALYSIS
INV=264.35'
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FINAL DRAWING — RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
TOWN OF KNIGHTDALE!!j
950 STEEPLE SQUARE CT
KNIGHTDALE, NC 27545
THE
1 JOHN R McADAMS
coNrnaNY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
[phone] ■ McAdamsCo.com
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PLAN PROFILE
STA. 0+00 THRU STA. 5+00
FAV�VN RIDGE STREAM STABILI7ATION
SKETCH PT /� �j
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EMGHMALE, NORTH CAROLINA
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PRINT DATE:
VERT. SCALE: >
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DATE: 02-16-2016

INSTRUCTIONS FOR GRAVEL CONSTRUCTION EXIT
INSTALLATION:
1. REFER TO PLANS FOR LOCATION AND SPECIFICATIONS. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION
OR METHODS OF INSTALLATION CONTACT THE ENGINEER, ARCHITECT OR RESPONSIBLE PERSONNEL ON THE SITE FOR
ASSISTANCE. EROSION CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND PHOTOGRAPHS OF PROPERLY
INSTALLED EXITS AS AN AID TO INSTALLATION.
IF THE CONSTRUCTION EXIT IS NOT INSTALLED CORRECTLY THE FIRST TIME, IT WILL HAVE TO BE REBUILT.
2. DETERMINE THE LOCATION ON THE GROUND, TAKING INTO CONSIDERATION:
* THE CONSTRUCTION EXIT MUST BE IN PLACE DURING ALL PHASES OF CONSTRUCTION; IF THE LOCATION IS TO BE
GRADED, THE EXIT MUST BE INSTALLED FOR THE INITIAL WORK, REMOVED TO ALLOW GRADING OF THE LOCATION, AND
REPLACED IMMEDIATELY AFTER GRADING SO THAT IT IS IN PLACE AND FUNCTIONING AT ALL TIMES.
* IF THE SITE WILL HAVE A LARGE NUMBER OF VEHICLES USING THE EXIT, IT IS ADVISABLE TO HAVE A DIVIDED
ENTRANCE THAT DIRECTS ENTERING TRAFFIC THROUGH A SEPARATE TRAVEL WAY PARALLEL TO THE GRAVEL
CONSTRUCTION EXIT IN ORDER OT REDUCE THE NUMBER OF TRIPS OVER THE STONE, INCREASING THE LIFE OF THE
GRAVEL, AND REDUCING MAINTENANCE, REFER TO THE ILLUSTRATION FOR DETAILS.
* RUNOFF AND SEDIMENT FROM THE SITE MUST BE DIRECTED AWAY FROM THE EXIT SO THAT IT DOES NOT FLOW INTO
HE STREET OR OTHER OFF-SITE AREA; CHOOSE A LOCATION FOR THE EXIT THAT WILL MAKE IT EASY TO DIVERT THE
RUNOFF TO SEDIMENT -TRAPPING DEVICES.
" IF THE PERSON RESPONSIBLE FOR THE DISTURBANCE FAILS TO TAKE INITIATIVE TO KEEP SOIL AND DEBRIS ON THE
SITE ENFORCEMENT ACTION MAY BE TAKEN AGAINST THE SITE AND THE GRADING PERMIT REVOKED AND/OR A STOP
WORK ORDER ISSUED.
3. CLEAR THE LOCATION OF THE EXIT, REMOVING STUMPS, ROOTS AND OTHER VEGETATION IN ORDER TO PROVIDE A
FIRM FOUNDATION SO THAT THE STONE IS NOT PRESSED INTO SOFT GROUND. CLEAR ENOUGH WIDTH TO ALLOW
PASSAGE OF LARGE VEHICLES, BUT CLEAR ONLY WHAT IS NECESSARY FOR THE EXIT. DO NOT CLEAR ADJACENT AREAS
UNTIL THE REQUIRED EROSION CONTROL DEVICES ARE IN PLACE. IF THE SOIL AT THE LOCATION IS SOFT IT IS
ADVISABLE TO PLACE A 6 TO 8 INCH LAYER OF CRUSHER RUN STONE DOWN FIRST TO PROVIDE A FIRM FOUNDATION
AND PREVENT THE WASHED STONE BEING PRESSED INTO THE GROUND.
4. AT THE LOCATION OF THE EXIT, PLACE AN 8 -INCH LAYER OF WASHED STONE 2 TO 3 INCHES IN DIAMETER AT
LEAST 50 FEET LONG AND AS WIDE AS THE FULL WIDTH OF THE EXIT OR AT LEAST 10 FEET WIDE. FLARE THE END OF
THE STONE WHERE IT MEETS THE PAVEMENT SO THAT THE WHEELS OF TURNING VEHICLES REMAIN ON STONE AND DO
NOT TRAVEL OVER UNPROTECTED SOIL.
6"-12"
5. A SQUARE -EDGED SHOVEL AND BROOM WITH STIFF BRISTLES MUST BE PROVIDED AT THE EXIT FOR
REMOVING ANY MUD THAT MAY BE TRACKED INTO THE STREET.
USE:
1. AS VEHICLES LEAVING THE SITE DRIVE ACROSS THE WASHED STONE THE ABRASIVE ACTION OF THE WASHED
STONE SHOULD BE REMOVE SEDIMENT FROM THE TIRES. IT MAY BE NECESSARY TO USE A SHOVEL TO REMOVE
MUD TRAPPED BETWEEN DUAL WHEELS.
2. ANY SOIL TRACKED FROM THE SITE MUST BE REMOVED IMMEDIATELY. A SHOVEL AND BROOM MUST BE USED
TO REMOVE AS MUCH SOIL AS POSSIBLE BEFORE WASHING PAVEMENT.
MAINTENANCE
MATERIALS, EQUIPMENT AND PERSONNEL MUST BE AVAILABLE FOR MAINTENANCE AT ALL TIMES.
1. WHEN THE STONE IS THE EXIT BECOMES CONTAMINATED WITH SOIL AND ITS FUNCTION IS REDUCED TO WHERE
SEDIMENT IS BEING TRACKED INTO THE STREET, A 4 -INCH LAYER OF CLEAN STONE MUST BE ADDED.
2. DIVERSIONS USED TO DIRECT RUNOFF AWAY FROM THE EXIT TO SEDIMENT -TRAPPING DEVICES MUST BE
MAINTAINED ACCORDING TO SPECIFICATIONS FOR THOSE DEVICES.
3. THE GRAVEL CONSTRUCTION EXIT MUST BE MAINTAINED SO THAT MUD AND DUST ARE KEPT ON-SITE.
PROBLEMS MUST BE ANTICIPATED AND PREVENTIVE MAINTENANCE MUST BE PERFORMED.
REMOVAL
1. WHEN THE GRAVEL CONSTRUCTION EXIT IS NO LONGER NEEDED, WHEN THE TRAVEL WAYS HAVE BEEN
STABILIZED AND THE POTENTIAL FOR TRACKING SOIL AND DEBRIS INTO THE STREET HAS BEEN REMOVED, THE
GRAVEL CONSTRUCTION EXIT MAY BE REMOVED.
2. THE STONE AND ANY SEDIMENT SHOULD BE REMOVED AND PROPERLY DISPOSED OF WHERE THE WILL NOT
CREATE AN EROSION HAZARD.
PROVIDE DRAINAGE AWAY FROM
THE EXIT LOCATION TO A
SEDIMENT -TRAPPING DEVICE
ATE EXIT
IT IS ADVISABLE TO PROVIDE A
SEPARATE ENTRANCE TO
REDUCE TRAFFIC ACROSS THE
EXIT AND WEAR AND
MAINTENANCE
THE EXIT LOCATION MUST SLOPE
AWAY FROM THE STREET OR STEPS
MUST BE TAKEN (GRADING,
DIVERSIONS, ETC) TO PREVENT
RUNOFF FLOWING INTO THE STREET
SECTION A -A'
KEEP A BROOM AND
SHOVEL CLOSE TO
THE EXIT TO CLEAN
THE STREET
CONSTRUCTION ENTRANCE/EXIT DETAIL
NOT TO SCALE
BLANKET KEYED 6 INCH MIN.
UPSTREAM AND
DOWNSTREAM
TERMINAL
5'
1'-2'
6"-12" TRENCH
BACKFILLED AND
COMPACTED
EROSION CONTROL
(COIR) MAT ANCHORING
CROSS—SECTION VIEW
1 FOOT MIN.
BANKFULL STAGE
CROSS-SECTION
24" ECOSTAKE OR
EQUIVALENT INSTALLED
AT TOE OF SLOPE
AT BASE FLOW
EROSION CONTROL BLANKET
BLANKET KEYED 6 INCH MIN.
EROSION CONTROL MATTING,
ANCHOR IN TRENCH 0 BOTH
TOP AND BOTTOM EDGES
12" & 24"
AS DIRECTED
NORTH AMERICAN GREEN
EC❑STAKES OR EQUIVALENT
3' BOTH3' BOTH
DIRECTIONS DIRECTIONS ECO—STAKE
PROFILE VIEW
24" ECOSTAKE OR
EQUIVALENT INSTALLED
ABOVE TOE OF SLOPE
EROSION CONTROL
COIR) MAT ANCHORING
PLAN VIEW
EDGE ANCF
MATCH MAT E
WITH BASE FL
x
EROSION CONTROL
(COIR) MAT ANCHORING
ISOMETRIC VIEW
NOTES:
1. THE COIR FIBER MAT SHALL BE USED TO STABILIZE THE NEWLY CONSTRUCTED
CHANNEL FROM THE TOP OF BANK TO TOE OF SLOPE. THE CHANNEL SIDE SLOPES
SHALL BE FINE
2. GRADED, SEEDED, FERTILIZED, AND LIMED PRIOR TO INSTALLING THE EROSION
CONTROL BLANKET.
3. THE EROSION CONTROL BLANKET SHALL CONSIST OF A MACHINE -PRODUCED
BLANKET MADE OF COCONUT FIBER AND BE EQUIVALENT OR BETTER THAN THE
FOLLOWING SPECIFICATION FOR COIRMAT 40(400)
WEIGHT = 13.6 OZ/SY
TENSILE STRENGTH DRY (ASTM D 4595) = 780 LBS/FT MACHINE DIRECTION
744 LBS/FT CROSS DIRECTION
TENSILE STRENGTH WET (ASTM D 4595) = 672 LBS/FT MACHINE DIRECTION
648 LBS/FT CROSS DIRECTION
ELOGATION FAILURE WET (ASTM D 4595) = 30% MACHINE DIRECTION
28% CROSS DIRECTION
OPEN AREA = 65%
RECOMMENDED SHEAR STRESS = 3LBS/SQ.FT
RECOMMENDED FLOW = 8FT/S
RECOMMENDED SLOPE = 1:1
MINIMUM TWINE COUNT PER FOOT = 15X14
4. THE STAPLES SHALL BE MADE OF WOOD SHAPED WITH LEGS 18" IN LENGTH AND
A 1" CROWN. STAPLES SHALL BE SPACED ACCORDING TO THE BLANKET
MANUFACTURERS INSTRUCTIONS TO ENSURE THE MATTING IS HELD FIRMLY IN PLACE.
EROSION CONTROL MAT ANCHORING DETAILS
NOT TO SCALE
EXISTING GROUND
PUMP HOSE
APPROPRIATE SIZE
RIP RAP PAD
MIN. THICKNESS 8"
FILTER FABRIC
FOR DRAINAGE
(NON -WOVEN)
SEDIMENT FILTER
BAG
STREAM BANK
15 M/N.
NOTES:
AT THE DESIGNER'S DISCRETION, ALTERNATE DEWATERING
STRUCTURES MAY BE USED (i.e. SEDIMENT TANKS, FILTER BOX,
STRAW BALE/SILT FENSE PIT). HOWEVER, REGARDLESS OF THE
DEWATERING STRUCTURE USED, ALL MUST BE SIZED AND
OPERATE TO ALLOW ALL PUMPED WATER TO BE FILTERED TO
PREVENT SEDIMENTS FROM ESCAPING THE SITE.
PROFILE VIEW
TEMPORARY DEWATERING STRUCTURE DETAIL
NOT TO SCALE
NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND
SOIL FOUNDATION. THE FILTER BLANKET WALL CONSIST OF A MINIMUM
4" THICK LAYER OF STONE (NCDOT #57) UNDERLAIN WITH MIRAFI
FILTER WEAVE 700 OR ENGINEER APPROVED EQUIVALENT
EXISTING 36"0 O-RING RCP
NCDOT CLASS "II" RIPRAP
301 x 9'W x 27" THIC­
EXISTING GROUND
FILTER F
CHANNEL INVERT
FILTER FABRI
CLASS A OR B —
EROSION CONTROL
STONE
30'
A
9•
A'
SECTION A -A'
STREAM
OUTLET BARREL VELOCITY DISSIPATOR
N.T.S.
ROCK CHECK DAM DETAIL
NOT TO SCALE
ALL EDGES OF FILTER
BLANKET TO BE KEYED
INTO EXISTING GROUND
(MINIMUM 6" DEEP)
SECTION A A
EXISTING GROUND
27" LAYER OF
CLASS "II" RIPRAP
CFILTER BLANKET
Town Approved Standards Shall Control. In the event of a conflict or
inconsistency between these construction drawings and the Town of Knightdale's
Approved Standards for this project, the Approved Standards shall control. Town
of Knightdale Approved Standards shall mean all development documents necessary
for approval for the Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule, Development
Agreement, Utility Allocation Agreement, Annexation Agreement, the Town of
Knightdale Standard Specification and Details Manual and applicable provisions of
the North Carolina State Building Code.
Town Certification. This design has been reviewed by the Development Services
Engineer for the Town of Knightdale, and to the best of my knowledge and belief,
it conforms to the requirements established in the Standard Specifications of the
Town of Knightdale.
By: ------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
By------------------- Date: -------------
Administrator
FINAL DRAWING — RELEASED FOR CONSTRUCTION
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PROJECT N0. KND-15000
FILENAME: KND15000—D1
CHECKED BY: K VB
DRAWN BY: J C A
SCALE: NTS
DATE:
02-16-2016
SHEET NO.
D-1
'J McADAMs

TRANSPLANT
OR PLANTING
OVER -EXCAVATED
BANK MATERIAL
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ROCK/WOOD CLUSTER RIFFLE
NOT TO SCALE
BRUSH TOE
NOT TO SCALE
NOTES:
1. USE LOGS HARVESTED FROM THE PROJECT SITE
WITHIN THE LIMITS OF DISTURBANCE THAT ARE A
MINIMUM OF 12" IN DIAMETER AND FREE OF ROT AND
NOTICABLE BOWING.
2. PLACE LOGS AT ANGLES ALONG THE LENGTH OF THE
RIFFLE, KEYED INTO THE BANKS A MINIMUM OF 3 FT ON
EITHER SIDE.
3. SOIL WHERE THE LOGS ARE KEYED IN SHOULD BE
COMPACTED. IARGER BOULDERS CAN BE USED TO KEEP
THE LOGS IN PLACE WHERE NECESSARY.
4. THE TOP OF THE LOGS SHOULD NOT EXCEED THE
PROPOSED CHANNEL GRADE.
5. EXCAVATED CHANNEL MATERIAL DEEMED SUITABLE
FOR USE (FREE OF WASTE AND DEBRIS) IS PLACED
AROUND THE LOGS TO BRING THE RIFFLE TO FINAL
GRADE.
6. ADDITIONAL CHANNEL SUBSTRATE CAN BE IMPORTED
AS APROVED BY THE ENGINEER. IT SHOULD CONSIST OF
NATIVE RIVER ROCK D50 30MM.
7. COARSER SUBSTRATE CAN BE PLACED THROUGHOUT
THE RIFFLE, SIMILAR TO ROCK/WOOD CLUSTER RIFFLE.
NOTES:
1. BANKS WITH BRUSH TOE SHOULD BE
OVER -EXCAVATED TO THE LEVEL OF NORMAL POOL
ELEVATION.
2. A LAYER OF BRUSH HARVESTED FROM SITE (NOT
INCLUDING ANY INVASIVE SPECIES) IS PLACED ALONG
THE BANK. BRUSH MATERIAL CAN INCLUDE LIVE WHIPS
AND STAKES.
3. FILL MATERIAL IS PLACED OVER THE BRUSH TO HOLD
IT IN PLACE. PORTION OF THE BRUSH SHOULD STICK
OUT FROM THE BANK.
4. SOD MATTING AND/OR COIR FIBER MATTING SHOULD
BE PLACED OVER THE FILL MATERIAL TO STABILIZE THE
BANKS.
5. IF TRANSPLATING MATERIAL IS AVAILABLE, PLACE THIS
OVER THE FILL MATERIAL ON TOP OF THE BRUSH TOE.
NOTES:
1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL UNLESS
DRAINAGE AREA EXCEEDS 6 SQUARE MILES.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
STABILIZED IN ONE WORKING DAY.
4. EACH PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY BASE FLOW VOLUMES.
5. PUMP AROUND OPERATIONS SHOULD NOT BE UNDERTAKEN IF SIGNIFICANT RAINFALL IS
FORECAST IN THE CONSTRUCTIN PERIOD.
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED
2. PROJECT WORKING AREA.
THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE THE TEMPORARY
3. PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK SITE TO THE
4. SPECIAL STILLLING BASIN.
INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM
DIVERSION.
5. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED TO
6. DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF
SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER WILL ALSO FLOW INTO A
7. SPECIAL STILLING BASIN.
THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE
PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SEDIMENT AND DEWATER BEFORE
REMOVAL OF THE IMPERVIOUS DIKE. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY
FLEXIBLE HOSE/PIPING STARTING WITH THE DOWNSTREAM DIKE FIRST.
ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE
DISTURBED AREAS TO SPECIFICATIONS AS SHOWN ON PLANS.
DEAD TREES AND
SCRUB OR UNDER
GROWTH SHALL BE
CUT FLUSH WITH
ADJACENT GRADE.
NO GRUBBING
ALLOWED UNDER
,7 -DRIP LINE.
MIN. 10 GA.
LINE WIRES
GRAC
T= FRal7(M ARRA
DO NOT IN=
12
FILTER FABRIC FOR -
DRAINAGE (NON -WOVEN)
TEMPORARY SPLASH PAD
(SEE DETAIL, LOCATE (AS
DIRECTED AT THE TIME OF
CONSTRUCTION)
IMPERVIOUS DIKE
(LOCATE AS DIRECTED
AT THE TIME OF
CONSTRUCTION)
TEMPORARY PIPING
PUMP AROUND PUMP
SPECIAL STILLING BASIN
(AS DIRECTED AT THE
TIME OF CONSTRUCTION)
DEWATERING PUMP
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TEMPORARY
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FLEXIBLE
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0,1
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EXISTING
m
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IMPERVIOUS DIKE
(LOCATE AS
DIRECTED AT
THE TIME OF
CONSTRUCTION)
TYPICAL PUMP AROUND SETUP
COMPACTED FILL --"\BASEFLOW NOT TO SCALE
LINED WITH STONE \ T/
WORKING
AREA
3'-0' 6' 0. C.
i MAX
WOOD FENCE DETAIL
IMPERVIOUS SHEET
PROFILE VIEW
IMPERVIOUS D= DETAM
NOT TO SCALE
PLANT CANOPY
DRIP LINE 5 -FT (TYP.)
2"x4" WOOD POSTS
�- 1 "x4" WOOD RAILS
EXISTING
PLANT
- LIMIT OF
CANOPY,
DRIPLINE
5' MIN.
PLAN VIEW OF PROTECTIVE FENCING
1"x4" HORIZ. AROUND SINGLE TREE- EXPAND AS NECESSARY
WOOD RAILS
HIGH -TENSILE STRENGTH,
POLY BARRICADE FABRIC
(TYPICAL)
PERFORATED PLASTIC FENCE DETAIL
Wll
40"
[�EEiO PROTECTION AREA
18"
i� DO NOT ENTER
WARNING SIGN DETAIL
T CANOPY
LINE
6' STEEL T POST
(FACTORY PAINTED)
MIN. 12-1 /2ORANGE, UV RESISTANT,
GA. WIRES HIGH -TENSILE STRENGTH,
POLY BARRICADE FABRIC
(TYPICAL)
Ill
EXISTING
PLANT
LIMIT OF
CANOPY,
DRIPLINE
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW LOCATIONS OF ALL TREE PROTECTION FENCES.
3. ALL PLANTS TO BE SAVED SHALL BE PROTECTED BY FENCING AS SHOWN IN THIS DETAIL.
4. CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING ACTIVITY.
5. CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF PROTECTIVE
REVISIONS FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING.
DATE I DESCRIPTION 6. PROTECTIVE FENCING SHALL BE LOCATED 5' OUTSIDE DRIPLINE OF TREES AND
1' MINIMUM OUTSIDE SHRUBS OR OTHER PLANTS.
TOWN OF KNIGHTDALE
STANDARD DETAILS
PLANT PROTECTIVE FENCING
2.10
NOTES:
1. LIVE STAKES SHALL BE EVENLY SPACED 2' APART.
2. LIVE STAKES SHALL BE 2-3 FEET IN LENGTH AND
0.5 INCHES IN DIAMETER.
3. LIVE STAKES SHALL BE DRIVEN UNTIL APPROX.
1i OF LIVE STAKE IS WITHIN GROUND.
1 I\
VI VJLV
CHANNEL BED
BANK STABILIZATION WITH LIVE STAIMS
NOT TO SCALE
Town Approved Standards Shall Control. In the event of a conflict or
inconsistency between these construction drawings and the Town of Knightdole's
Approved Standards for this project, the Approved Standards shall control. Town
of Knightdale Approved Standards shall mean all development documents necessary
for approval for the Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule, Development
Agreement, Utility Allocation Agreement, Annexation Agreement, the Town of
Knightdale Standard Specification and Details Manual and applicable provisions of
the North Carolina State Building Code.
Town Certification. This design has been reviewed by the Development Services
Engineer for the Town of Knightdale, and to the best of my knowledge and belief,
it conforms to the requirements established in the Standard Specifications of the
Town of Knightdale.
BY: ------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
BY------------------- Date: -------------
Administrator
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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PROJECT NO. KND-15000
FILENAME: KND15000-D1
CHECKED BY: K VB
DRAWN BY: J C A
SCALE: NTS
DATE:
02-16-2016
SHEET NO.
D-2
'J McADAMs

PROP SO ED BUFFER
LIMITS, TYP.
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LIMITS OF DISTURBANCE (WIDTH VARIES -REFER TO PLAN VIEW)
LEGEND
L L
LANDSCAPING BUFFER PER TOWN
OF KNIGHTDALE UDO SECTION 8.6
(SEE DETAIL ON SHEET LS -2)
AREA = 2,307 sf
PLANTING ZONE - PIEDMONT
BOTTOMLAND FOREST
AREA = 23,914 SF
PLANTING ZONE - STREAM BANK
LIVE STAKES
AREA = 3,471 SF
LIMITS OF DISTURBANCE
LD
— TP TP
TREE PROTECTION
EXISTING 5' CONTOUR
--------------
EXISTING 1' CONTOUR
PROPOSED 5' CONTOUR
PROPOSED 1' CONTOUR
EXISTING RIPARIAN
VEGETATION
TYPICAL POOL
LIVE STAKES
JCHANNEL WIDTH
FLOODPLAIN
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ELEVATION
TYPICAL RIFFLE
PROPOSED
LIVE STAKES
FLOODPLAIN
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EXISTING RIPARIAN
VEGETATION
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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PROJECT NO. KND-15000
FILENAME: KND 15000- LS
CHECKED BY: K VB
DRAWN BY: JCA
SCALE: 1 " = 20'
DATE: 02-16-2016
SHEET N0.
LS -1
'J MCADAMS

GENERAL NOTES
1. ALL RIPARIAN BUFFER AREAS WITHIN THE LIMITS OF DISTURBANCE TO BE SEEDED TO SPECIFICATIONS
UNLESS OTHERWISE NOTED.
2. ALL AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE TO REMAIN IN THEIR NATURAL CONDITION.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE
OWNER AND DESIGNER, PRIOR TO PROCEEDING WITH THE WORK.
4. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UTILITIES LOCATED 48 HOURS PRIOR TO MOBILIZATION
TO THE SITE. "CALL BEFORE YOU DIG." TOLL FREE NUMBER (800-698-4949).
5. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES (IF ANY).
SEQUENCE OF PLANTING EVENTS
THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING GENERAL SEQUENCE OF CONSTRUCTION:
1. SET UP STAGING AREAS AND ACCESS ROADS. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, AND SILT
FENCE OUTLETS (AS REQUIRED). SEE EROSION AND SEDIMENT CONTROL DETAILS FOR ADDITIONAL
INSTRUCTIONS.
2. CONTRACTOR TO STOCKPILE AND STAGE MATERIALS ONLY AT THE LOCATIONS SHOWN ON THE PLANS
UNLESS OTHERWISE APPROVED BY THE DESIGNER. NO WASTE STOCKPILING IS ALLOWED. ALL WASTE
MATERIALS MUST BE REMOVED FROM THE FLOODPLAIN AND THE PROJECT SITE.
3. PREPARE PLANTING AREAS AS NEEDED. APPLY TEMPORARY OR PERMANENT SEED. SEE PLANTING NOTES
AND SEEDING NOTES THIS SHEET FOR ADDITIONAL INSTRUCTIONS.
4. PLANT SITE ACCORDING TO THE PLANTING SPECIFICATIONS.
5. IN SEEDED AREAS, TO LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT SUB -GRADE AND FINISH
GRADE PREPARATION TO AREAS THAT WILL BE PLANTED IMMEDIATELY. PREPARED AREAS SHALL BE
MOISTENED PRIOR TO SEEDING WHEN THE SOIL IS DRY, BUT CARE SHALL BE TAKEN TO NOT CREATE
MUDDY CONDITIONS.
6. COMPLETE ALL FINAL SITE WORK NECESSARY TO COMPLETE THE PROJECT.
PLANTING NOTES
1. THE PLANTING STOCK SHALL BE GROWN WITHIN THE PIEDMONT REGION BY NURSERIES WITHIN 200 MILES OF
THE PROJECT SITE. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL ALSO BE FROM THE PIEDMONT
REGION AND SHALL BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. PLANT STOCK AND SEED MIXES
MAY BE USED FROM NURSERIES BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE DESIGNER.
2. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) INSTALLING THE VEGETATION SHALL HAVE ONE OF THE
FOLLOWING QUALIFICATIONS / CERTIFICATIONS: CERTIFIED LANDSCAPE TECHNICIAN, CERTIFIED PLANT
PROFESSIONAL, REGISTERED FORESTER, REGISTERED LANDSCAPE CONTRACTOR, OR CERTIFIED NURSERYMEN.
3. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) WILL BE RESPONSIBLE FOR MANAGING ALL ACTIVITIES
INVOLVING PERMANENT PLANTING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SITE PREPARATION FOR
PLANTING, SEEDLING HANDLING AND STORAGE, PLANTING OPERATIONS, QUALITY CONTROL INSPECTIONS, AND
MANAGING PLANT COMPETITION.
4. THE PLANTING PERIOD FOR THIS PROJECT SHALL OCCUR IN THE FALL OR WINTER (IF THE GROUND IS NOT
FROZEN). PLEASE NOTE PLANTING SHALL NOT TAKE PLACE IF ANY OF THE FOLLOWING OCCUR: (1) THE
TEMPERATURE IS BELOW 32°F, (2) THE SOIL TO BE EXCAVATED FOR THE PLANT HOLE IS FROZEN, OR (3)
THE SOIL TO BE USED FOR BACKFILLING IS FROZEN OR TOO WET.
5. FOR ALL PLANTED MATERIAL (BARE ROOT / CONTAINERIZED SEEDLINGS, LIVE STAKES, AND PERMANENT
SEEDING) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING (I.E. A WARRANTY) AN 80%
SURVIVAL RATE FOR THE DURATION OF THE FIRST YEAR MONITORING PERIOD. ANY COSTS ASSOCIATED WITH
REPLACING PERMANENT PLANTINGS THAT DO NOT SURVIVE THE FIRST YEAR SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. PLEASE NOTE THE ONE-YEAR MONITORING PERIOD BEGINS UPON ACCEPTANCE OF
THE PERMANENT PLANTINGS BY THE DESIGNER. AT THE END OF THE FIRST YEAR MONITORING PERIOD, AN
ON-SITE INSPECTION WILL BE CONDUCTED BETWEEN THE CONTRACTOR AND DESIGNER. AT THAT TIME, THE
CONTRACTOR WILL BE DIRECTED ACCORDINGLY ON REPLACEMENT OF ANY NECESSARY PLANTINGS.
6. THE ONE-YEAR WARRANTY SHALL INCLUDE MORTALITY AND POOR GROWTH DEFECTS, BUT SHALL NOT
INCLUDE DEFECTS RESULTING FROM ABUSE BY OTHER PARTIES AND ABNORMAL WEATHER CONDITIONS.
PLEASE NOTE THE 80% SURVIVAL RATE IS A MINIMUM STANDARD AND THE CONTRACTOR MAY PROVIDE
ADDITIONAL MEASURES THEY DETERMINE WILL BE BENEFICIAL TO PLANT SURVIVABILITY. ANY ADDITIONAL
MEASURES WILL BE CONSIDERED PART OF THE 80% SURVIVAL CLAUSE AND WILL NOT CONSTITUTE A
CHANGE ORDER. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, SOIL AMENDMENTS, IRRIGATION, AND MULCH.
8. AT THE CONTRACTOR'S DISCRETION, THE PROPAGATION METHOD LISTED FOR EACH PLANT MAY BE ALTERED
IF IT IS LIKELY TO IMPROVE SURVIVABILITY. THIS WILL BE SOLELY AT THE CONTRACTOR'S DISCRETION AND
WILL THEREFORE NOT BE CONSIDERED A CHANGE ORDER. ALSO, NO CHANGE IN THE PLANTING DENSITY
WILL BE GIVEN.
9. THE CORRECT SPACING OF VEGETATION WITHIN THE PLANTING ZONE SHOULD BE CHECKED BY THE
PLANTING SUPERVISOR ON A REGULAR BASIS.
SPECIES SELECTION
1. THE PERMANENT PLANTING SPECIES SELECTION SHALL BE BASED ON THE "TREE" AND/OR "SMALL
TREE/SHRUB' SPECIES LISTED WITHIN THE PLANTING ZONE TABLE ON SHEET LS -2. PLANT SUBSTITUTES
WILL NOT BE CONSIDERED FOR THIS PROJECT AS FLEXIBILITY HAS BEEN INCLUDED BELOW IN NOTES #3 AND
#4.
2. THE PERMANENT PLANTINGS WILL BE PLANTED IN THE DESIGNATED PLANTING ZONES ONLY (SEE HATCHED
AREAS ON SHEET LS -1). PLEASE NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT AN
ADEQUATE NUMBER OF PLANTINGS ARE AVAILABLE DURING THE SPECIFIED PLANTING PERIOD.
3. PRIOR TO PLANTING, A WRITTEN LIST (SIGNED BY THE PLANTING SUPERVISOR) OF THE ACTUAL SPECIES
PURCHASED FROM THE NURSERY (AND IN WHAT PERCENTAGES OF THE TOTAL) MUST BE DELIVERED TO THE
DESIGNER FOR REVIEW AND APPROVAL.
4. THE PLANTING ZONES SHALL BE PLANTED WITH AT LEAST SIX OF THE LISTED SPECIES AS DEPICTED ON THE
PLANTING ZONE TABLE LISTED ON THIS SHEET. NO MORE THAN 20% OF ANY ONE SPECIES SHALL MAKE UP
EACH PLANTING ZONE. NO SPECIES SHALL MAKE UP LESS THAN 10% OF THE EACH PLANTING ZONE.
5. THE PLANTING SUPERVISOR SHALL ENSURE THAT THE MINIMUM PLANTING DENSITY OF 436 TO 681
INDIVIDUAL TREE SPECIES PER ACRE IS MET WITHIN EACH PLANTING ZONE.
6. PRIOR TO SEEDING/APPLICATION, THE CONTRACTOR SHALL PROVIDE THE DESIGNER WITH SEED MIX
INFORMATION, INCLUDING BUT NOT LIMITED TO: GERMINATION RATES, NOXIOUS WEED SEEDS, AND DATE /
LOCATION OF HARVEST. THIS INFORMATION MUST BE REVIEWED / APPROVED BY THE DESIGNER.
7. AFTER PLANTING, A WRITTEN LIST (SIGNED BY THE PLANTING SUPERVISOR) OF THE ACTUAL SPECIES
INSTALLED (AND IN WHAT PERCENTAGES OF THE TOTAL) MUST BE DELIVERED TO THE DESIGNER FOR
REVIEW BEFORE FINAL APPROVAL (I.E. - START OF THE ONE-YEAR MONITORING PERIOD) OF THE PLANTING
WILL BE ISSUED.
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1. PLANT SPACING SHALL BE BASED ON A 8' X 8' GRID. THIS SPACING REFERS TO PLANTING THE PLANTS
EACH 8 FEET APART FROM EACH OTHER IN ALL DIRECTIONS. THIS SPACING DOES NOT RELATE TO PLANTING
DISTANCE AT THE ZONE BOUNDARY.
2. PLANT SPACING SHALL TAKE INTO ACCOUNT EXISTING TREES WITHIN THE RIPARIAN BUFFER.
3. PLANT DISTRIBUTION SHALL BE RANDOM AND IS DEFINED AS FOLLOWS: RANDOM DISTRIBUTION - TAKE ALL
PLANTS AND MIX THE PLANTS SO THAT THEY ARE ALL PLANTED RANDOMLY. IF DONE PROPERLY, SOMETIMES
TWO OR MORE OF THE SAME SPECIES WILL BE PLANTED ADJACENT TO EACH OTHER AND OTHER TIMES
THERE MAY ONLY BE ONE PLANT OF A SPECIES COMPLETELY SURROUNDED BY ONE OR MORE OTHER
SPECIES. THE PLANTING CONTRACTOR SHALL ALSO RANDOMLY DISTRIBUTE CONTAINERIZED AND BARE ROOT /
TUBLING PLANTINGS. IN GENERAL, 50% OF EACH PLANTING ZONE SHALL BE CONTAINERIZED PLANTINGS AND
50% SHALL BE BARE ROOT / TUBLING PLANTINGS.
4. THE FIRST PLANTING ROW SHOULD BEGIN ih OF THE PLANTING DISTANCE IN FROM THE OUTER EDGE OF THE
PLANTING ZONE. THE ENTIRE ZONE SHALL BE PLANTED FULLY AT THE DESIGNATED SPACING. THE
PLANTING ZONE IS TO BE PLANTED TO WITHIN i1h THE DESIGNATED PLANT SPACING DISTANCE FROM ANY
EDGE OF THE ZONE. IN ALL CASES, PLANTS SHALL BE PLANTED UNTIL PLANTS ARE PLACED TO WITHIN A
MAXIMUM OF 3/4 OF THE PLANT SPACING DISTANCE FROM THE EDGE OF THE PLANTING ZONE.
5. THE CORRECT SPACING OF VEGETATION WITHIN THE PLANTING ZONE SHOULD BE CHECKED BY THE PLANTING
SUPERVISOR ON A REGULAR BASIS DURING PLANTING. DOCUMENTATION OF EACH INSPECTION SHALL BE KEPT BY
THE SUPERVISOR AND SHALL BE MADE AVAILABLE FOR INSPECTION UPON REQUEST. PLEASE NOTE ANY COSTS
ASSOCIATED WITH CHECKING THE PLANT SPACING / DOCUMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
6. THERE SHALL NOT BE ANY BARE ROOT SEEDLINGS PLANTED WITHIN COIR MATTING.
X
GRADING AND SOIL PREPARATION NOTES
1. THE TOPSOIL MUST BE STOCKPILED.
2. ANY AREAS ON THE SITE THAT ARE COMPACTED DURING THE CONSTRUCTION PROCESS, MUST BE DEEP
TILLED TO ENSURE THAT THE ROOT GROWTH OF THE PLANTS WILL NOT BE IMPEDED BY COMPACTED SOIL.
THIS DOES NOT INCLUDE ANY AREAS THAT ARE PURPOSEFULLY COMPACTED IN THE SUBSOIL TO PREVENT
THE DOWNWARD MOVEMENT OF WATER.
3. ALL TOPSOIL SHALL BE STOCKPILED SEPARATELY FROM ANY SUBSOIL MATERIAL.
4. ANY AREA THAT HAS FILL APPLIED TO IT OR ANY AREA EXCAVATED TO THE SUBSOIL MUST BE TOP
DRESSED WITH AT LEAST 4 INCHES OF STOCKPILED TOPSOIL. BEFORE THE APPLICATION OF TOPSOIL, THE
SURFACE MUST BE TILLED TO ENSURE GOOD INTERACTION BETWEEN THE TOPSOIL AND THE SUBSOIL.
5. UPON COMPLETION OF FINAL GRADING, THE PLANTING SUPERVISOR SHALL CONDUCT A SITE ASSESSMENT
TO DETERMINE IF THE SOIL IS APPROPRIATELY PREPARED FOR PLANTING. IF ANY PROBLEMS EXIST, THEY
SHALL BE NOTED AND CORRECTED BEFORE PLANTING MAY COMMENCE.
6. TO PROMOTE PROPER GROWTH, THE CONTRACTOR SHALL DEEPLY TILL AND SCARIFY THE PLANTING ZONES
TO ENSURE THAT THE ROOT GROWTH OF THE PLANTS WILL NOT BE IMPEDED BY COMPACTED SOIL. ANY
SUB -SURFACE HARDPANS WITHIN THE PLANTING ZONE SHALL BE ELIMINATED. RIPPING, DISKING, OR RAKING
SHALL BE PERFORMED IN ALL AREAS TO BE SEEDED TO A MINIMUM DEPTH OF 3 INCHES TO 4 INCHES.
7. IN SEEDED AREAS, TO LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT SUB -GRADE AND FINISH
GRADE PREPARATION TO AREAS THAT WILL BE PLANTED IMMEDIATELY. PREPARED AREAS SHALL BE
MOISTENED PRIOR TO SEEDING WHEN THE SOIL IS DRY, BUT CARE SHALL BE TAKEN TO NOT CREATE
MUDDY CONDITIONS.
8. THE PLANTING ZONE SHALL NOT BE GRADED LEVEL. MICROTOPOGRAPHY IS DESIRED TO PROMOTE DIFFUSE
FLOW AND SURFACE WATER STORAGE. MICROTOPOGRAPHICAL DEPRESSIONS SHALL NOT BE GREATER THAN
6 INCHES IN DEPTH.
9. UPON COMPLETION OF FINAL GRADING, THE PLANTING SUPERVISOR SHALL CONDUCT A SITE ASSESSMENT
TO DETERMINE IF THE SOIL IS APPROPRIATELY PREPARED FOR PLANTING. IF ANY PROBLEMS EXIST, THEY
SHALL BE NOTED AND CORRECTED BEFORE PLANTING MAY COMMENCE.
10. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH A PH OF 6 OR HIGHER NEED NOT
BE LIMED. IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL
ROUGHENING MAY NOT BE REQUIRED EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE
SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING,
HARROWING, OR OTHER SUITABLE METHODS.
SEEDBED PREPARATION WITHIN MUM OF DISTURBANCE AREAS ONLY
11. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
12. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
13. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
14. PER ONE TIME ONLY, APPLY LIME UNIFORMLY AND MIX WITH SOIL.
15. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, RESONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6
INCHES DEEP.
16. SEED ON FRESHLY PREPARED SEEDBED AND COVER.
17. MULCH IMMEDIATLEY AFTER SEEDING AND ANCHOR MULCH.
18. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE.
CONSULT INSPECTOR ON MAINTENANCE TREATMENT AFTER PERMANENT COVER IS ESTABLISHED.
CONSTRUCTION METHODS
BARE ROOT / CONTAINERIZED SEEDLINGS
1. THE STORAGE, HANDLING, AND PLANTING OF BARE ROOT / CONTAINERIZED SEEDLINGS WILL FOLLOW THE
PROCEDURES OUTLINED IN THE NC DIVISION OF FOREST RESOURCES (NCFS) "POCKET GUIDE TO SEEDLING
CARE AND PLANTING STANDARDS", 6th EDITION. JANUARY 2007. ONLY THE HIGHEST QUALITY BARE ROOT
/ CONTAINERIZED SEEDLINGS SHALL BE PLANTED. THE PLANTED SEEDLINGS SHALL HAVE WELL-DEVELOPED
FIBROUS ROOT SYSTEMS AND HEALTHY BUDS.
2. ALL BARE ROOT / CONTAINERIZED SEEDLINGS SHALL BE DORMANT AT TIME OF ACQUISITION AND PLANTING.
3. ALL BARE ROOT / CONTAINERIZED SPECIES SHALL HAVE A MINIMUM OF FOUR (4) FIRST ORDER LATERAL
ROOTS (FOLR) THAT EXCEED 1 MM IN DIAMETER. SEEDLINGS THAT DO NOT POSSESS THE MINIMUM NUMBER
OF FOLR SHALL BE CULLED FROM PLANTING. BARE ROOT / CONTAINERIZED TREE SPECIES SEEDLINGS
THAT WILL FORM THE CANOPY MUST HAVE A MINIMUM ROOT COLLAR DIAMETER (RCD) OF 3/8 INCH.
SEEDLINGS WITH LESSER RCD'S CULLED FROM PLANTING.
4. THE CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE HANDLING OF THE PLANT MATERIAL DURING
CONSTRUCTION TO PREVENT INJURY TO OR DRYING OUT OF THE TRUNK, BRANCHES, OR ROOTS. FREEZING
OF THE PLANT ROOTS SHALL ALSO BE PREVENTED.
5. UNLESS THEY ARE PROMPTLY PLANTED IMMEDIATELY FOLLOWING DELIVERY TO THE PROJECT SITE, ALL
PLANTS WITH BARE ROOTS SHALL BE HEELED -IN CONSTANTLY WITHIN MOIST SOIL OR SAWDUST (IN A
MANNER CONSISTENT WITH GENERALLY ACCEPTED HORTICULTURAL PRACTICES).
6. IF THE PLANTING AREA IS LOCATED ON COMPACTED SOIL, THE SOIL IN THIS AREA SHALL BE LOOSENED TO
A MINIMUM DEPTH OF 1 -FOOT. SEEDLINGS MAY BE PLANTED IN HOLES MADE BY A MATTOCK, DIBBLE,
PLANTING BAR, OR OTHER PROVIDED THE MEANS ARE APPROVED BY THE DESIGNER. ROOT STOCK SHALL
BE PLANTED IN A VERTICAL POSITION WITH THE ROOT COLLAR LOCATED APPROXIMATELY 0.5 -INCHES
BELOW THE SOIL SURFACE. THE PLANTING TRENCH OR HOLE SHALL BE WIDE ENOUGH TO ALLOW ROOTS
TO SPREAD OUT AND DOWN WITHOUT J -ROOTING. AFTER PLANTING, THE SOIL AROUND THE SHRUB OR
TREE SHALL BE TAMPED FIRMLY TO REMOVE POTENTIAL AIR POCKETS.
7. STRAW MULCH SHALL BE PLACED: (1) AROUND THE BASE OF EACH SEEDLING/PLANT IN A MINIMUM 4" TO
6" LAYER AND (2) OVER ALL SEEDED AREAS.
LIVE STAKES (REFERENCE DETAIL)
1. AREAS NOTED AS LIVE STAKES WITHIN THE PLANTING ZONE SHALL BE PLANTED WITH SILKY DOGWOOD
(CORNUS AMOMUM), SILKY WILLOW (SALIX SERICEA), AND BLACK WILLOW (SALIX NIGRA).
2. ONE LIVE STAKE SPECIES PER LIVE STAKE AREA. ALTERNATE SPECIES PER LIVE STAKE AREA.
3. ALL LIVE STAKES SHALL BE DORMANT AT TIME OF ACQUISITION AND PLANTING.
4. LIVE STAKES SHALL BE 1/2-2" (12-50 MM) IN DIAMETER. LIVE STAKES SHALL ALSO BE 2 - 4 FEET (0.6
- 1 METER) IN LENGTH.
5. DURING PREPARATION, THE BASAL ENDS OF THE LIVE STAKES SHALL BE CLEANLY CUT AT AN ANGLE TO
FACILITATE EASY INSERTION INTO THE SOIL WHILE THE TOPS SHALL BE CUT SQUARE OR BLUNT FOR
TAMPING. ALL LIMBS SHALL BE REMOVED FROM THE SIDES OF THE LIVE CUTTING PRIOR TO INSTALLATION.
6. CUTTINGS FOR LIVE STAKES SHALL BE HARVESTED IN A MANNER SUCH THAT THEY ARE CUT, IMMEDIATELY
PUT INTO WATER TO BE SOAKED FOR TEN DAYS, AND THEN PLANTED IMMEDIATELY AFTER THE TEN DAYS
ARE COMPLETED. CUTTINGS SHALL REMAIN WET UNTIL THEY ARE PLANTED. OUTSIDE STORAGE LOCATIONS
SHOULD BE CONTINUALLY SHADED AND PROTECTED FROM WIND AND DIRECT SUNLIGHT.
7. LIVE STAKES SHALL BE TAMPED AT AN ANGLE INTO THE GROUND SURFACE WITH A DEAD BLOW HAMMER,
WITH BUDS ORIENTED IN AN UPWARD DIRECTION. STAKES SHOULD BE TAMPED UNTIL APPROXIMATELY 3/4
OF THE STAKE LENGTH IS WITHIN THE GROUND. ANY STAKES THAT ARE SPLIT OR DAMAGED DURING
INSTALLATION SHALL BE REMOVED AND REPLACED.
8. THE AREA AROUND EACH LIVE STAKE SHALL BE COMPACTED BY FOOT AFTER THE LIVE STAKE HAS BEEN
INSTALLED.
9. ONE TO TWO INCHES SHALL BE CUT CLEANLY OFF OF THE TOP OF EACH LIVE STAKE (WITH LOPPERS) AT
AN ANGLE OF APPROXIMATELY 15 DEGREES FOLLOWING INSTALLATION.
TEMPORARY SEEDING
TEMPORARY SEEDING SHALL BE APPLIED AS NEEDED DURING
CONSTRUCTION TO STABILIZE BARE OR DISTURBED AREAS OF SOIL AND
AT THE COMPLETION OR ALL GRADING AND EARTHWORK ACTIVITIES
WITHIN A PARTICULAR AREA OF THE SITE. PERMANENT SEED MAY BE
DISTRIBUTED WITH TEMPORARY SEED UPON THE FINAL APPLICATION OF
TEMPORARY SEED.
SEEDING METHODS
1. EVENLY APPLY SEED USING A CYCLONE SEEDER, DRILL, CULTIPACKER
SEEDER, OR HYDROSEEDER. THIS MUST BE DONE WITHIN 48 HOURS OF
LAND DISTURBING ACTIVITIES.
2. MULCH WITH CLEAN WHEAT STRAW.
3. AFTER SEEDING, APPLY MULCH TO AREAS UNDER HARSH CONDITIONS
SUCH AS AREAS THAT HAVE BEEN GRADED, OR THOSE WHICH WILL
RECEIVE CONCENTRATED FLOWS. AREAS CONSIDERED TO BE UNDER
HARSH CONDITIONS WILL BE CONSIDERED THE AREAS GRADED FOR
THE WETLAND VALLEY.
4. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS LESS
THAN 80% COVERAGE, OR WHERE EROSION OCCURS, AS SOON AS
POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS
POSSIBLE.
PERMANENT SEEDING
1. PERMANENT SEEDING WILL BE REQUIRED ABOVE THE BANKFULL
ELEVATION ON THE STREAM BANKS, IN THE RIPARIAN BUFFER,
REMNANTS OF THE FILLED CHANNEL, FLOODPLAIN POOL AREAS,
AND ALL STAGING AND STOCKPILING AREAS. ONLY CERTIFIED SEED
SHALL BE ALLOWED.
2. PERMANENT SEEDING WILL BE REQUIRED ONCE ALL PLANTING OF
TREE AND SHRUB SPECIES HAS BEEN COMPLETED WITHIN THE
PLANTING ZONE. PERMANENT SEEDING SHALL OCCUR IN
CONJUNCTION WITH TEMPORARY SEEDING WHEN APPLICABLE.
3. PERMANENT SEED MIX SHALL CONTAIN THE LISTED SPECIES AT THE
MINIMUM PERCENTAGE SHOWN.
4. SPECIES FOR THE PERMANENT SEED MIX WERE DERIVED FROM
RIPARIAN BUFFER MIX ERNMX-307 FROM ERNST CONSERVATION
SEEDS.
5. PERMANENT SEED MIX SHALL CONTAIN A MINIMUM 96 % PURITY
RATE.
6. SEE GRADING AND SOIL PREPARATION NOTES FOR SEEDBED
PREPARATION.
7. SEED MAY BE APPLIED WITH TEMPORARY SEED OR OVER SEEDED
WHEN TEMPORARY SEEDING HAS BEEN COMPLETED.
8. MULCH IF PERMANENT SEED IS SOWN DURING WINTER OR THE
TEMPORARY PLANTING IS NO LONGER PRESENT.
9. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS LESS
THAN 80% COVERAGE, OR WHERE EROSION OCCURS, AS SOON AS
POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS
POSSIBLE.
10. SEE EROSION AND BED CONTROL FOR MAINTENANCE PLAN.
11. PERMANENT SEED SHALL BE APPLIED IN ALL DISTURBED AREAS AT
A RATE OF 20 LBS/ACRE.
PERMANENT SEED MIX SPECIES
PLANTING ZONE
PIEDMONT BOTTOMLAND FOREST
MIN. PERCENTAGE
Panicum rigidulum (Redtop Panicgrass)
25
SPECIES
COMMON NAME
GROWTH HABIT
PROPAGATION METHOD
SPACING
FRAXINUS PENNSYLVANICA
GREEN ASH
10
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
BETULA NIGRA
RIVER BIRCH
RYE GRAIN
CRIMSON CLOVER
TREE
BARE
ROOT /CONTAINERIZED
8
X 8
QUERCUS NIGRA
WATER OAK
40
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
QUERCUS LYRATA
OVERCUP OAK
d. Pcrformanee
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
QUERCUS MICHAUXII
Q
SWAMP CHESTNUT OAK
TREE
BARE
ROOT /CONTAINERIZED
8
X 8
QUERCUS PHELLOS
WILLOW OAK
r'. Required
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
QUERCUS LAURIFOLIA
LAUREL OAK
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
QUERCUS FALCATA
SOUTHERN RED OAK
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
ACER BARBATUM
SOUTHERN SUGAR MAPLE
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
LIRIODENDRON TULIPIFERA
TULIP POPLAR
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
FAGUS GRANDIFOLIA
AMERICAN BEECH
TREE
BARE
ROOT / CONTAINERIZED
8
X 8
CORNUS FLORIDA
FLOWERING DOGWOOD
SMALL
TREE SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
ALNUS SERRULATA
TAG ALDER
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
ASIMINA TRILOBA
PAWPAW
SMALL
TREE SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
MYRICA CERIFERA
WAX MYRTLE
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
CARPINUS CAROLINIANA
IRONWOOD
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
MAGNOLIA VIRGINIANA
SWEET BAY
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
ARONIA ARBUTIFOLIA
RED CHOKEBERRY
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
ILEX VERTICILLATA
WINTERBERRY
SMALL
TREE SHRUB
BARE
ROOT CONTAINERIZED
8
X 8
CEPHALANTHUS OCCIDENTALIS
BUTTONBUSH
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
LINDERA BENZOIN
SPICEBUSH
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
LEUCOTHOE RACEMOSA
FETTERBUSH
SMALL
TREE/SHRUB
BARE
ROOT /CONTAINERIZED
8
X 8
AESCULUS SYLVATICA
PAINTED BUCKEYE
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
ILEX OPACA
AMERICAN HOLLY
SMALL
TREE/SHRUB
BARE
ROOT / CONTAINERIZED
8
X 8
TEMPORARY SEEDING
TEMPORARY SEEDING SHALL BE APPLIED AS NEEDED DURING
CONSTRUCTION TO STABILIZE BARE OR DISTURBED AREAS OF SOIL AND
AT THE COMPLETION OR ALL GRADING AND EARTHWORK ACTIVITIES
WITHIN A PARTICULAR AREA OF THE SITE. PERMANENT SEED MAY BE
DISTRIBUTED WITH TEMPORARY SEED UPON THE FINAL APPLICATION OF
TEMPORARY SEED.
SEEDING METHODS
1. EVENLY APPLY SEED USING A CYCLONE SEEDER, DRILL, CULTIPACKER
SEEDER, OR HYDROSEEDER. THIS MUST BE DONE WITHIN 48 HOURS OF
LAND DISTURBING ACTIVITIES.
2. MULCH WITH CLEAN WHEAT STRAW.
3. AFTER SEEDING, APPLY MULCH TO AREAS UNDER HARSH CONDITIONS
SUCH AS AREAS THAT HAVE BEEN GRADED, OR THOSE WHICH WILL
RECEIVE CONCENTRATED FLOWS. AREAS CONSIDERED TO BE UNDER
HARSH CONDITIONS WILL BE CONSIDERED THE AREAS GRADED FOR
THE WETLAND VALLEY.
4. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS LESS
THAN 80% COVERAGE, OR WHERE EROSION OCCURS, AS SOON AS
POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS
POSSIBLE.
PERMANENT SEEDING
1. PERMANENT SEEDING WILL BE REQUIRED ABOVE THE BANKFULL
ELEVATION ON THE STREAM BANKS, IN THE RIPARIAN BUFFER,
REMNANTS OF THE FILLED CHANNEL, FLOODPLAIN POOL AREAS,
AND ALL STAGING AND STOCKPILING AREAS. ONLY CERTIFIED SEED
SHALL BE ALLOWED.
2. PERMANENT SEEDING WILL BE REQUIRED ONCE ALL PLANTING OF
TREE AND SHRUB SPECIES HAS BEEN COMPLETED WITHIN THE
PLANTING ZONE. PERMANENT SEEDING SHALL OCCUR IN
CONJUNCTION WITH TEMPORARY SEEDING WHEN APPLICABLE.
3. PERMANENT SEED MIX SHALL CONTAIN THE LISTED SPECIES AT THE
MINIMUM PERCENTAGE SHOWN.
4. SPECIES FOR THE PERMANENT SEED MIX WERE DERIVED FROM
RIPARIAN BUFFER MIX ERNMX-307 FROM ERNST CONSERVATION
SEEDS.
5. PERMANENT SEED MIX SHALL CONTAIN A MINIMUM 96 % PURITY
RATE.
6. SEE GRADING AND SOIL PREPARATION NOTES FOR SEEDBED
PREPARATION.
7. SEED MAY BE APPLIED WITH TEMPORARY SEED OR OVER SEEDED
WHEN TEMPORARY SEEDING HAS BEEN COMPLETED.
8. MULCH IF PERMANENT SEED IS SOWN DURING WINTER OR THE
TEMPORARY PLANTING IS NO LONGER PRESENT.
9. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS LESS
THAN 80% COVERAGE, OR WHERE EROSION OCCURS, AS SOON AS
POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS
POSSIBLE.
10. SEE EROSION AND BED CONTROL FOR MAINTENANCE PLAN.
11. PERMANENT SEED SHALL BE APPLIED IN ALL DISTURBED AREAS AT
A RATE OF 20 LBS/ACRE.
PERMANENT SEED MIX SPECIES
SPECIES (COMMON NAME)
MIN. PERCENTAGE
Panicum rigidulum (Redtop Panicgrass)
25
Panicum anceps (Beaked Panicgrass)
21
Chasmanthium latifolium (River Oats)
20
Elymus virginicus (Virginia Wildrye)
20
Sorghastrum nutans (Indiangrass)
10
Juncus coriaceous (Leathery Rush)
2
Agrostis hyemalis (Winter Bentgrass)
2
LATE WINTER AND EARLY
SPRING
TOTAL =
100
TEMPORARY EROSION CONTROL SEEDING
SEASON
SEEDING DATES
ECOREGION
SPECIES
SCIENTIFIC NAME
RATE (LB/ACRE)
SOIL AMENDMENTS
MAINTENANCE
FALL
AUGUST 15 - JANUARY 1
PIEDMONT
RYE GRAIN
CRIMSON CLOVER
SECALE CEREALE
TRIFOLIUM INCARNATUM
120
FOLLOW SOIL TESTS
FOR LIME
SEE TEMPORARY
SEEDING
MAINTENANCE PLAN
LATE WINTER AND EARLY
SPRING
JANUARY 1 - MAY 1
PIEDMONT
RYE GRAIN
CRIMSON CLOVER
SECALE CEREALE
TRIFOLIUM INCARNATUM
120
SUMMER
MAY 1 - AUGUST 15
PIEDMONT
GERMAN MILLET
ECHINOCHLOA CRUSGALLI
40
RLr GrtLwur_: amoien, M. u. ea. iaoo. ivorin uaroiina r-rosion ana aeoiment uoniroi running ana uesign Manuai. moieign, rvt,: ivorin uaroma aeaimentauon uonuoi Lommission, wrin
Carolina , and the North Carolina Cooperative Extension Service. 511 pp. Section 6.10.1.
Town Approved Standards Shall Control. In the event of a conflict or
inconsistency between these construction drawings and the Town of Knightdole's
Approved Standards for this project, the Approved Standards shall control. Town
of Knightdale Approved Standards shall mean all development documents necessary
for approval for the Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule, Development
Agreement, Utility Allocation Agreement, Annexation Agreement, the Town of
Knightdale Standard Specification and Details Manual and applicable provisions of
the North Carolina State Building Code.
Town Certification. This design has been reviewed by the Development Services
Engineer for the Town of Knightdale, and to the best of my knowledge and belief,
it conforms to the requirements established in the Standard Specifications of the
Town of Knightdale.
By: ------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
By: ------------------- Date: -------------
Administrator
PLANTING INSTRUCTIONS
PLANTING TECHNIQUES:
A) ENSURE THAT ROOTS, ONCE REMOVED FROM POT, ARE STRAIGHTENED AND FACE DOWNWARD.
B) CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
C) PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD.
D) HEEL IN SOIL AROUND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
E) NEWLY PLANTED PLANTS NEED TO BE FASTENED TO THE SUBSTRATE FOR THE ESTABLISHMENT OF NEW ROOTS
F) ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED ROOTS SHALL BE CUT OFF CLEANLY.
G) THE DIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BE AT LEAST THREE TIMES THE DIAMETER OF THE ROOT
MASS. PLANT PIT WALL SHALL BE SCARIFIED PRIOR INSTALLATION.
H) SET THE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT MASS SHOULD BE RESTING ON
UNDISTURBED SOIL.
1) PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE MASS, AND WORK EACH LAYER TO SETTLE BACKFILL AND TO
ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY J FULL, WATER THOROUGHLY BEFORE PLACING
REMAINDER OF THE BACKFILL. WATER AGAIN AFTER PLACING FINAL LAYER OF BACKFILL.
J) BROKEN OR DAMAGED PARTS WILL BE CUT BACK TO UNDAMAGED TISSUE, LEAVING AS MUCH GREEN BASAL TISSUE AS
POSSIBLE ABOVE THE ROOTS. IF MORE THAN FIFTY PERCENT (50%) OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL
REPLACE THE PLANT.
BARE ROOT / CONTAINERIZED STOCK:
A) STOCK SHALL HAVE BEEN GROWN LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS
SOIL TOGETHER ONCE REMOVED.
B) CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY CONDITIONS UNTIL PLANTING OCCURS.
C) BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING, OTHERWISE SEE D) BELOW.
D) IF BARE ROOTS SPECIMENS ARE NOT TO BE PLANTED WITHIN FOUR (4) DAYS, TEMPORARY HOLDING OF BARE ROOT
SPECIMENS ARE TO BE COVERED ENTIRELY BY A SUITABLE MEDIUM (ETC. SOIL, SAWDUST, MULCH OR THE LIKE) AND
WATERED REGULARLY SO AS NOT TO DRY OUT.
E) ALL SPECIES CHANGE REQUESTS MUST BE APPROVED BY ECOENGINEERING BEFORE PLANTING.
PLANT LOCATIONS:
A) NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE CHANGES HAVE BEEN APPROVED IN
PROPOSED CONSTRUCTION.
B) PLANT SPACING SHALL FOLLOW REQUIREMENTS NOTED WITHIN PLANT DISTRIBUTION NOTES LISTED ON THIS SHEET.
C) NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE.
WATER:
WATER SHALL BE POTABLE AND SHALL NOT CONTAIN ELEMENTS TOXIC TO PLANT LIFE.
INSERT BAR AT ANGLE SHOWN
AND PUSH FORWARD TO
UPRIGHT POSITION.
PUSH BAR FORWARD FROM
PLANTER FIRMING SOIL AT TOP
OF ROOTS.
I -,Il -II
DON'T EXPOSE ROOTS TO AIR
DURING FREEZE OR PLANT IN
FROZEN GROUND.
1.
Y 1 1 9
E . .1 4..
k
4. Minimum
SL-ttli-Clipa 1ue lit reeii '� _ -
10` 41i,u_
a. b°linimum Width
lab feet
h. blinimum 146ght
llmund to Four (4) poet-.S'mri-f)�1. mt S,reerr
& 0pact ty
l -our (4)-30 feet - frrlermilleul I inial fAcIrrr lion
C. NI.tximum
Ivve (5) Icer - 4ewr4)1uqveST&ff
tiorizontal
21 h fcc,t - fnlenvia,+e-rt I i.Mfd Ob.rIM-tiOF
Opesting€+
d. Pcrformanee
1 buffer wl-kh is 10 feet in w=idth and cnntaims €creetung
Standani
m arerWs which ai: rruitunr �mwdde sL'rrn-opacity trmnt the
gTound in a hughi of Blur (4) ffect m weR its intur airient
visual obstr1cuon Cram a 17CJ& elf four (4) feet up to .3
hcighf of 30 feet. Vizgerative icreerung rnawrAs within
3nrL1rnlittent visual obstruction areas shall conratn hnri'r.nnt:.tl
opentngs no greater d -un 20 feet in width upon rhe pl mC
n-Liturity_
r'. Required
Faf every I(M) linear four„ thLr,2 shall be at "st three (3)
Plantings
f ,'amaps- `l°revs, two (2) Unde+ stnry 1'r��es and-20.shrubs.
L)tTicnding on the species chosen, additional trees or shrub
nuiv be necezmaiy to nw& the fu fformanrr- standard to
subsectirin "d" al -1 ". _ .
REMOVE BAR AND PLACE
SEEDLING AT CORRECT DEPTH.
=I -
�:��li �"�-
1
Tl7
FILL IN LAST •
STAMPING WITH HEEL.
71 -
INSERT
INSERT BAR TWO INCHES
TOWARD PLANTER FROM
SEEDLING.
FIRM SOIL AROUND SEEDLING
WITH FEET.
v -1
PULL BAR TOWARD PLANTER
FIRMING SOIL AT BOTTOM OF
ROOTS.
TEST PLANTING BY PULLING
LIGHTLY ON SEEDLING.
LL=
tlt1TT �,I �IIL-
PLANT SEEDLINGS UPRIGHT - DO NOT BEND ROOTS SO ALWAYS PLANT IN SOIL
NOT AT AN ANGLE. THAT THEY ANGLE UPWARDS NEVER LOOSE LEAVES OR
OUT OF THE GROUND. DEBRIS. PACK SOIL TIGHTLY.
DIBBLE DETAIL
NOT TO SCALE
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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PROJECT N0. KND-15000
FILENAME: KND15000-LS
CHECKED BY: K VB
DRAWN BY: J C A
SCALE: NTS
DATE: 02-16-2016
SHEET N0.
LS -2
'J MCADAMS

Name:
Address
Phone:
J
�: IN ME
TOWN OF KNIGHTDALE AUTHORIZATION FORM
Project Name/Description:
Project Number: KND-]
Date: February 12, 2015
U.S. Army Corps of Engineers
Attn: Tasha Alexander
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Town of Knightdale — Stream Stabilization Project
To Whom It May Concern:
Allen
I hereby designate and authorize the The John R. McAdams Company (an Engineering
Consulting Firm and Agent for the "Town of Knightdale") to act in my behalf as my agent(s) in
the processing of permit applications, to furnish upon request supplemental information in
support of applications, etc. from this day forward.
I, the undersigned, do authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein, with permission of current property owners,
described for the purpose of conducting on-site investigations and issuing a determination
associated with Water of the U.S. subject to Federal jurisdiction under Section 404 of the Clean
Water Act.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff.
Hal m sonA c-14nct Town N1
Authorized Representativ (PRINT) �nugeV Signature
Raleigh-Durham Charlotte
2905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carolina 27713 Charlotte, North Carolina
[phone] [phone]
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
Hal Mason — Acting Town Manager (Town of Knightdale)
4c. Business name
(if applicable):
Town of Knightdale
4d. Street address:
950 Steepie Square Court
4e. City, state, zip:
Knightdale, NC 27545
4f. Telephone no.:
919-217-2240
4g. Fax no.:
2a. Name of nearest body of water (stream, river, etc.) to
4h. Email address:
proposed project:
5. Agent/Consultant Information (if applicable)
5a. Name:
Kelly Roth
5b. Business name
(if applicable):
McAdams Company
5c. Street address:
2905 Meridian Parkway
5d. City, state, zip:
Durham, NC 27713
5e. Telephone no.:
919-361-5000
5f. Fax no.:
919-361-2269
5g. Email address:
[e-mail]
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1744947849, 1744947716, 1744945792, 1744945660,
1744945478,1744945420
1b. Site coordinates (in decimal degrees):
Latitude: 35.794773 N Longitude: - 78.495673 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
1.65 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Mingo Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; NSW Stream Index Number 27-32
2c. River basin:
Neuse / HUC: 03020201
Page 2 of 14
PCN Form — Version 1.3 December 10, 2008 Version