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BEFORE YOU DIG!
CALL1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
Smith Mill Creek Restoration
For
RiverLink
French Broad River Basin 06010105
Asheville, North Carolina
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Prepared By
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WILDLANDS
E N G I N E E R I N G
PRELIMINARY PLANS
ISSUED MARCH 3, 2020
Sheet Index
Title Sheet 0.1
General Notes and Symbols 0.2
Project Overview 0.3
Typical Sections 1.1-1.2
Stream Plan and Profile 2.1-2.5
Grading Sections 3.1-3.5
Planting Sheets 4.1-4.8
Erosion and Sediment Control 5.1
Details 6.1-6.9
Project Directory
Engineering:
Wildlands Engineering, Inc
License No.F-0831
167-5 Haywood Rd.
Asheville, NC 28806
Jake McLean, PE
828-774-5547
Surveying:
Spencer Surveying & Mapping
1095 Hendersonville Road, Suite S2
Asheville, NC 28803
Jason Spencer, PLS
828-384-1480
Owner:
RiverLink
170 Lyman Street
Asheville, NC 28801
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Construction Notes:
Construction Sequence:
GENERAL NOTES:
THE CONSTRUCTION SEQUENCE UTLINED BELOW BUT MAY BE ADJUSTED BASED ON SITE CONDITIONS ENCOUNTERED DURING CONSTRUCTION WITH ENGINEER'S APPROVAL.
1.
CONTACT NORTH CAROLINA "ONE CALL" CENTER (1-800-632-4949) PRIOR TO COMMENCEMENT OF
WORK. ALL DAMAGE TO UTILITIES BY CONTRACTOR SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.
1. ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL COMPLY WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL. EROSION AND SEDIMENT CONTROL PRACTICES MUST BE INSTALLED PRIOR TO
2.
CONTRACTOR TO REPAIR DISTURBED AREAS TO PRE -PROJECT CONDITIONS AND IS ADVISED TO
ANY EARTHWORK OPERATIONS COMMENCING.
PHOTOGRAPH OR VIDEO PROJECT SITES PRIOR TO COMMENCING CONSTRUCTION.
2. NO MATERIAL FROM OFF-LINE CHANNEL EXCAVATIONS MAY BE BACKFILLED INTO ADJACENT, ABANDONED CHANNEL SEGMENTS UNTIL THE NEWLY CONSTRUCTED CHANNEL SECTIONS HAVE BEEN COMPLETED AND STABILIZED, AND THE STREAM FLOW
3.
CONTRACTOR SHALL DISPOSE OF EXCESS SOIL, CLEARED AND GRUBBED MATERIALS, INVASIVE
HAS BEEN DIVERTED INTO THE NEWLY CONSTRUCTED CHANNEL SECTIONS.
SPECIES, AND OTHER DEBRIS IN PROPER DISPOSAL AREAS APPROVED BY ENGINEER.
3. THE CONTRACTOR SHALL DISTURB ONLY AS MUCH CHANNEL AS CAN BE STABILIZED WITH SEEDING, MULCH AND EROSION CONTROL MATTING BY THE END OF EACH WORK DAY.
4.
"SHRUBS" FOR THE PURPOSE OF PROPOSED PLANTING ARE CONSIDERED TO BE A MIX OF VARIOUS
4. LOCATIONS FOR STAGING AREAS AND TEMPORARY STREAM CROSSINGS HAVE BEEN PROVIDED ON THE PLANS. ADDITIONAL OR ALTERNATIVE STAGING AREAS AND TEMPORARY CROSSINGS MAY BE USED BY THE CONTRACTOR DEPENDING ON SITE AND
SIZE SHRUBS AND / OR SMALL TREES.
ACCESS CONDITIONS AT THE TIME OF CONSTRUCTION AND BY APPROVAL OF ENGINEER.
EROSION CONTROL NOTES AND SEQUENCING:
5. THE CONTRACTOR SHALL USE CARE TO AVOID DAMAGING OR REMOVING EXISTING TREES THAT ARE BEYOND THE LIMITS OF DISTURBANCE.
PHASE 1: MOBILIZATION AND GENERAL SITE PREPARATION
1.
CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES IN
1. MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE. LOCATE LIMITS OF DISTURBANCE. ACCESS TO THE SITE WILL BE VIA EXISTING SANITARY SEWER EASEMENTS OR AS INDICATED ON THE PLANS. ESTABLISH STAGING AREAS, HAUL ROADS, SILT FENCES
ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. ADDITIONAL EROSION AND
AND OTHER PS.
SEDIMENT CONTROL BASED ON WEATHER CONDITIONS OR ADDITIONAL DISTURBANCE SHALL BE AT
2. ALL HAUL ROADS SHALL BE MONITORED FOR SEDIMENT LOSS ON A DAILY BASIS. IN THE EVENT OF SEDIMENT LOSS, SILT FENCE OR OTHER APPROPRIATE SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE INSTALLED. STABILIZED SILT FENCE
CONTRACTOR'S EXPENSE.
OUTLETS SHALL BE LOCATED AT POINTS OF LOW ELEVATION OR A MINIMUM SPACING OF 150 LINEAR FEET.
2.
INSTALL CONSTRUCTION ENTRANCE WHERE APPLICABLE AT COMMOF ACTIVITIES.
3. LIMBS, BRANCHES AND TRUNKS OF HARDWOOD TREES THAT REQUIRE REMOVAL PER THE PLANS SHALL BE SALVAGED FOR ON -SITE USE IN BANK TREATMENTS AND HABITAT STRUCTURES.
INSTALL SILT FENCE FOR STAGING AREAS TO BE USED AT ONSET CONSTRUCTION.
CONSTRUCTION.
4. THE STEMS AND ROOT MASSES OF EXOTIC INVASIVE SPECIES (MULTI -FLORA ROSE, CHINESE PRIVET, ETC.) GENERATED DURING GRADING OPERATIONS SHALL BE BURNED ON -SITE AND/OR DISPOSED IN APPROVED BACKFILL BURIAL TREATMENT
3.
LOCATE EQUIPMENT AND MATERIALS IN DESIGNATED STAGING AREAS. CONSULT WITH ENGINEER
BEFORE UTILIZING ANY STAGING AREAS NOT DEPICTED ON PLANS.
LOCATIONS.
4.
FLOW DIVERSION SHALL BE IN PLACE PRIOR TO BEGINNING ANY IN -STREAM WORK.
5. ANY STOCKPILED MATERIALS NOT USED FOR BACKFILL WITHIN 7 DAYS OF EXCAVATION SHALL BE STABILIZED WITH TEMPORARY SEED AND STRAW MULCH.
5.
INSTALL SILT FENCE ON STREAM SIDE OF ALL SOIL STOCKPILE AREAS OR STAGING AREAS THAT CREATE
PHASE 2: CHANNEL GRADING
BARE GROUND CONDITIONS.
1. DEMARCATE THE EXPECTED WORK AREA FOR THE WORK DAY. ALL NEWLY CONSTRUCTED CHANNEL MUST BE STABILIZED BY THE END OF EACH WORK DAY. DIVERT WATER AWAY FROM THE EXPECTED WORK AREA AND TOWARD THE OPPOSITE BANK OF
6.
INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO COMMENCING
THE EXISTING CHANNEL (ONLY ONE SIDE OF THE CHANNEL MAY BE GRADED AT A TIME). THE WORK AREA SHOULD BE DE -WATERED OF REMAINING WATER AFTER DIVERSION AND BEFORE CONSTRUCTION BEGINS (SEE DETAIL 3, SHEET 6.3). PROCEED
EARTHWORK AND IN -CHANNEL WORK. THIS INCLUDES ALL SILT FENCE, TEMPORARY STREAM
WITH BANK GRADING OR STRUCTURE CONSTRUCTION AND MONITOR DIVERSION FOR FLOW BYPASSING IT INTO THE WORK AREA. IF DIVERSION EFFECTIVENESS NEEDS TO BE INCREASED, PUMP WATER FROM UPSTREAM OF WORK AREA (CLEAN,
CROSSINGS THAT MAY BE USED DURING THE WORK DAY, AND THE PUMP AROUND SYSTEM.
NON -TURBID WATER) AROUND WORK AREA AND DISCHARGE BACK INTO STREAM ALONG A STABILIZED OUTLET. STABILIZE ALL GRADED BANKS WITH MATTING BEFORE COMPLETELY REMOVING THE DIVERSION. DEMARCATE THE NEW WORK AREA AND
7.
EQUIPMENT BROUGHT TO PROJECT SITE SHALL BE CLEAN AND FREE OF LEAKS.
REPEAT THE ABOVE STEPS FOR THE NEW WORK AREA.
8.
CONTRACTOR SHALL PERFORM FUELING AND MAINTENANCE ACTIVITIES AT LEAST 100 FEET AWAY
+ +
2. FOR OFF-LINE CHANNEL CONSTRUCTION (APPROX. STA 4 00 TO 7 00), ALLOW THE EXISTING CHANNEL TO CONVEY FLOW WHILE CONSTRUCTING THE PROPOSED CHANNEL IN THE DRY. AFTER THE PROPOSED CHANNEL IS FULLY CONSTRUCTED AND
FROM STREAM AND SHALL MANAGE ALL FLUIDS TO PREVENT LEAKING ONTO GROUND OR TO ALLOW
STABILIZED WITH MATTING, DIVERT FLOW FROM EXISTING CHANNEL INTO NEWLY CONSTRUCTED PROPOSED CHANNEL. BACKFILL IN 8 INCH LIFTS AT THE LOCATION OF THE DIVERSION IN THE OLD CHANNEL TO ENSURE ALL WATER IS FLOWING INTO THE
FOR IMMEDIATE CLEAN-UP.
NEWLY CONSTRUCTED CHANNEL. BACKFILL REMAINING OLD CHANNEL AS DIRECTED IN PLANS.
9.
STREAM WORK SHALL BE LIMITED TO AN AREA THAT CAN BE STABILIZED WITH SEED, STRAW AND
PHASE 2A: BIOENGINEERING AND PLANTING
MATTING BY THE END OF EACH WORK DAY. ALL DISTURBED STREAMBANKS SHALL BE SEEDED,
1. IF CONSTRUCTION COMMENCES PRIOR TO THE END OF THE DORMANT SEASON, BIOENGINEERING (BRUSH MATTRESSES AND REINFORCED SOIL LIFTS) AND LIVE STAKING SHALL BE COMPLETED CONCURRENTLY WITH CHANNEL GRADING AND IN -STREAM
STRAWED AND MATTED.
STRUCTURE INSTALLATION. LIVE CUTTINGS USED IN BIOENGINEERING MEASURES MUST BE DORMANT AT THE TIME OF INSTALLATION.
10.
HAUL ROADS, SOIL DISPOSAL AREAS, STAGING AREAS AND OTHER UPLAND AREAS DISTURBED DURING
2. IF CONSTRUCTION COMMENCES AFTER THE DORMANT SEASON ENDS, BIOENGINEERING SHALL TAKE PLACE DURING THE NEXT DORMANT SEASON. STONE AND/OR BRUSH MATERIALS AT THE BASE OF BIOENGINEERING BANK TREATMENTS SHALL BE
CONSTRUCTION SHALL BE PREPARED FOR PLANTING AND STABILIZED WITH SEED AND MULCH UPON
INSTALLED DURING CHANNEL GRADING. IF A SEPARATE PHASE OF BIOENGINEERING IS NECESSARY, EQUIPMENT SHALL OPERATE FROM THE TOP OF BANK SO AS TO PREVENT THE RELEASE OF FINE SEDIMENT DOWNSTREAM.
COMPLETION OF GRADING ACTIVITIES PER SPECIFICATIONS.
3. TREE AND SHRUB PLANTING AND LIVE STAKING SHALL BE COMPLETED AFTER GRADING OPERATIONS ARE COMPLETE AND DURING THE DORMANT SEASON (GENERALLY BETWEEN DECEMBER AND APRIL), EXCEPT FOR POTTED PLANT MATERIAL WHICH
11.
INTERIM MEASURES MUST BE INSTALLED BY THE CONTRACTOR WHERE SEQUENCING RESULTS IN ANY
MAY BE PLANTED YEAR-ROUND.
RISK OF EROSION AND SEDIMENTATION INTO UNDISTURBED AREAS OR STREAM OR RUNOFF
PHASE 3: DEMOBILIZATION
CONVEYANCES.
1. UPON COMPLETION OF STREAM AND FLOODPLAIN GRADING OPERATIONS, THE CONSTRUCTION HAUL ROUTES AND STAGING AREAS SHALL BE GRADED, RAKED, SEEDED AND MULCHED AS NEEDED TO STABILIZE THESE AREAS. ONCE THE SITE IS
12.
ALL TEMPORARY ESC PRACTICES, INCLUDING SILT FENCE, CONSTRUCTION ENTRANCES, TEMPORARY
STABILIZED, SILT FENCES SHALL BE REMOVED.
Existing Features
CE CE CE Recorded Conservation Easement
- - - - - - Existing Thalweg
Existing Property Line
- - - - - - 100 - - - - - - - Existing Major Contour
Existing Minor Contour
OHE Existing Overhead Electric
(� Existing Power Pole
TCE TCE TCE Temporary Construction Easement
- x x Existing Fence
--------------- Existing Storm Pipe
❑o
Existing Storm Box
Existing Wetland
00
Existing Tree
QExisting
Tree (small)
Existing Bedrock
Existing Road
Existing Tree line
------ Existing Sanitary Sewer
® Existing Manhole
FFW-FFW Existing Floodway
FFP FFP Existing FEMA Floodplain
Proposed Features
10+00
- t - Proposed Thalweg Alignment
.................. • •- Proposed Bankfull
0� Proposed Major Contour
Proposed Minor Contour
SAE 5AF Proposed Safety Fence
[*[ [xi Proposed Silt Fence
Loo -LOD Proposed Limits of Disturbance
- - - - - - - - - - - - - - - Proposed Grading Tie -In
.................... - Proposed Bankfull
B- B- B- B- B- Proposed BackofBench
Proposed Inner Berm
Temporary Stream Crossing - Bridge Mat
o°ooa°ooa°ooa°ooa°000 Ford Crossing for Long-term
Maintenance
0HTemporary Construction Entrance
Proposed Structures
Proposed Various Constructed Riffles Per Plans
Proposed Brush Toe
Proposed Floodplain Depression
000000000000o Proposed Stone Protection
Proposed MSD Streambank Restoration
Proposed Log Sill
0
Proposed Rock or Log J-Hook
Proposed Rock or Log Vane/Spur
pflQ Proposed Rock Sill
Proposed Double LogVane
f\. Proposed Rock Cross Vane
PROJECT NOTES:
Topographic and parcel boundary survey was completed by
Spencer Surveying & Mapping.
Topographic data outside proposed conservation easement
supplemented with QL1 Lidar data.
Riffle selection will be varied based on available materials at the
Engineers' discretion. Field coordination will be required.
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USE CAUTION WHEN
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ALIGNMENT
INVASIVE INFESTATIONS TO \ \ 1
BE MECHANICALLY AND
Qi CHEMICALLY TREATED, SEE
4.6-4.7 (TYP) ss\ 1
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CAMPGROUND u
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1\ REMOVED (TYP)
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PROTECT SEWER PIPE WHERE INDICATED ON TI
PLAN -DO NOT CROSS WITH HEAVY
EQUIPMENTAT UNPROTECTED LOCATIONS
EXISTING GRADE
10, SEWER EASEMENT
EITHER SIDE OF PIPE
DEPTH VARIES
0
SANITARY SEWER,
DIAMETER VARIES
E TO EXISTING GRADE
FLOODPLAIN BENCH WIDTH
_ VARIES PER PLAN
- - - - - PROPOSED
__------- 3.0' BENCH
(VARIES)4.0: (VARIES
2.0' 1.6'
BANKFULL WIDTH
34.0'
_ TOP WIDTH _
20.0'
PROPOSED BANKFULL
f 4.0' -+- 6.0'
3.0 3.2'
- - - - - - L -
ZELEVATION POINT
PER PROFILE
BOTTOM WIDTH
12.0'
COT - - -
r MATTING _---
(TYP)
•- • R 101
PROPOSED
INNER BERM
Typical Section: Riffle
Not to Scale
STA: 0+27 - 16+13
Except where Modified Riffle is Applied
PROPOSED
BACK OF PROPOSED GRADE
BENCH "-B-"
NOTES:
1. TYPICAL IS SYMMETRIC ABOUT
CHANNEL CENTERLINE
TIE TO EXISTING GRADE 0 F
TOP WIDTH
-- ------ I� VARIES (TARGET 20')
_____--- -'----- PROPOSED SOD MAT
\ BENCH4SEDBANKF
TRANSPLANTS
3.. 4... q,p PBANKFULL DOUBLE DENSITY
OF PLUGS AND
_-- - �- ..._..� .._.. .. LIVESTAKESEXISTING GRADE - - � - • •• •-
0'1.6 PROPOSED GRADE MAY BE
PROPOSED GRADE MAY BE SOFTEN ERODED EDGEADJUSTED OR REMAIN AS IS, REFER ADJUSTED OR REMAIN AS IS, REFER
TOGRADING PLAN ION POINT AS TREE ROOTS ALLOW TO GRADING PLAN
FILE SOILAND
ROCK MIX
HCOIR LOG OR NOTES:
STONE ARMORING 1. TYPICAL IS NOT SYMMETRIC ABOUT CHANNEL
CENTERLINE
Typical Section: Modified Riffle 2 SEWER
RIFFLE NDI LIONS ARE SAME AS
FORLY
Not to Scale EQUALLY
3. APPLICATION SIDE (LEFT/RIGHT) AND
STA: As indicated on Plan DIMENSIONS MAY VARY
TIE TO EXISTING GRADE
FLOOD PLAIN BENCH WIDTH
-
VARIES PER PLAN
EXISTING GRADE
BANKFULL WIDTH
34.0'
PROPOSED COIR MATTING (TYP)
BENCH
3.0' 4.0' \ PROPOSED BANKFULL
4.0' 4.5'
\ 3.0'
1.6' -
3.0' 1y.
1
------------------------
PROPOSED PROPOSED GRADE
BENCH
ELEVATION POINT
PER PROFILE
BOTTOM WIDTH
3.0' NOTES:
1. TYPICAL IS SYMMETRIC ABOUT
U CHANNELCENTERLINE
S ARE
Typical Section: Structure / Brush Toe Pool 2. SANITARY FOR
RCON RIFFLE AND
J t' SAME AS FOR TYPICAL RIFFLE AND
Not to Scale NOTES APPLY EQUALLY
STA: 8+00 - 16+13
and where Indicated
TIE TO EXISTING GRADE INTERNAL NOTE: NEEDTO
VERIFY FOR 100%PLANS
FLOODPLAIN BENCH WIDTH BANKFULL IDTH
- - VARIES PER PLAN 34.0� COIR MATTING (TYP)
_---_--- - --------- PROPOSED - - - - - - -
--------- LO.
BANKFULL _,.--
BENCH
3.0' VARIES \
4.0' / 31
i
EXISTING GRADE • • • • • • •- • • • •-\ • • •- • -•••- . - •••• 10:1
1.4'4.4 PROPOSED GRADE
3.0'T ---- - PROPOSED
` BENCH
ELEVATION POINT
BIDTTOM WIDTH PER PROFILE
BOTTOM WIDTH
L 3.5'
1.4'
Typical Section: Meander Pool NOTES:
1. PLAN VIEW CENTERLINE IS DEPICTED
Not t0 Scale ON TYPICAL SECTION
2. SANITARY SEWER CONDITIONS ARE
STA: STA: 0+27 - 8+00 SAME AS FOR TYPICAL RI FFLE AND
NOTES APPLY EQUALLY
Except where Structure Pool is Applied
PLANVIEW UNEWORK:
(SEE PLAN AND PROFILE SHEETS)
TIE TO EXISTING ------
BANKFULL-•••-•••-
BACKOFBENCH-e-e-e-
INNER BERM -----
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BELOW OVERHANGING PIPE EXISTING SEWER -------- ol
DEMOLISH AND 2' 4' 6'
PROTECT WHEN CROSSING
ENDS, SEE DETAIL 1, SHEET 6.5
r PROTECT EXPOSED DOMESTIC REMOVE CAMPING
x UTILITY PEDESTALS
STA. 0+00 SEWER PIPE WITH ADAPTED MSD•
ILL CREEK ----- STREAMBANK RESTOR wo wo
START SMITH M ATION 20' 40' 60'
-EXISTING PICNIC SHELTER DETAIL
+
-------------
EXISTING STREAM w
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APPLY ADAPTED MSD DEBRIS/ 4. ----------- --
----------
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STREAM RESTORATION ----------- ---------------------------- --------- ---------------
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------------ ---------- - -----
DETAIL WITHIN FILL — -------
ENVELOP -0 --------- ____ :
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STA = 0+10
ELEV = 204 1 8.93 STA = 0+48 STA 1+3 8
ELEV ELEV
2048.91 E= 2048.11 2+49Ji
UEV= 2047.59 Sheet Index
STA = 3+38 STA
-EXISTING GROUND ELEV = 2047.06 ELEV
EXISTING 8" DIA DUCTILE IRON
0 2045 FABRIC --SEWER PIPE 2045ewEklDces
STA = 0+41 EPROPOSED GRADE ELEV= 2046.84our e
TOP OF PIPE ELEV = 2050.20'
-WORK WITH CAUTION AROUND
PIPE: (1) PLACE VANE BOULDERS
u A MINIMUM OF 2'FROM PIPE, EXISTING 8" DIA DUCTILE
(2) HAND PLACE LARGE STONE �tIRON SEWER PIPE
STA = 2+67
AROUND PIPE TO AVOID
TOP OF PIPE ELEV 2049.0'
DAMAGING PIPE, (3) FILL VOIDS
IN LARGE STONE WITH RIFFLE
STREAMBED MATERIAL
2040 2040o
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
C-li
E

3)
01 2' 4' 6'
\ PROPOSED STREAM v v v EXISTING SEWER (1EIT—L)
ALIGNMENT \ 55 \ PROTECT WHEN CROSSING--
'
20' 40' 60
y -0 m
' F-, O w' 0 o
\
\ _ ••• �,D � � � \ BIZ m
\\ ---- — •� V \ V A ''� (H01110NIL) I:q Go U n m 0
10
/ REMOVE ALL PEDESTALS AND �• • _ \ Z
WIRING FROM OBSOLETE
CAMPGROUND HOOKUPS (TYP) _ / _�� J \
O x � 0 3J lu =
Q OO \ 2O5p / 5 �. /
is �F o
10"POP—
:\ ..... .....2 POP
��" \••. lLs� I I . /_ . • 14" OP
__ __ - _-' / \ 13"POP ./ / •// i I ��,Si
Sr — _ _ — -___ _ - I 12"D. POP '� P.
\q-- -� U _ __ _—•+___ ___ ' ^- S i. '.�� UNDERCUT) -
U�RjE S/ / j / j / C° _ kfsPOP____________ _
/ j ____ / / • �N�z.. ` ``�-\ / ___ ____-�L__` _ \POP
R. MAP--------------
_- - _ - _ - -- _ _ ----------- -_ _ BAN \ - 8+00
_-___< -<"— _ 9+0`
MAP- _2050 - ---_, - - 04;'
`\ _ h`. / y % '/' / / /�.>�✓ i J J —�— 'E=' _ y0 CE CE CE
Lo �D
D
% CE
€LO�O �_ D LO-- CE �!• r
LOD€•-�'E-
'
•---`--_``:,��:::.�\..>`�Ta:�hr�.�r' -. �—'� _- "--_FILL AGAINST SLOPE TO ----- - Z ram- "-- - - �----_-_-_----------_..ADAPTTYPICALALONG _ --'-. `-- —=�-i= =--=------------ yi
-61
EVAILING FLOODPLAI DE `'`
'-�-
_________
DISTURB EXISTING TREES -_ _
2055
2050
2045
s
E
EXISTING GROUND
PROPOSED BAN KFULL
NOq
II
0
O
W
Q W
+
+
N
lD
W
W
M
—
Vl W
—
II
—Q
II
w—
W
II
Q
II
0
N
W
oi
o
oi
M
N O
^
to
to
vt
—
—
--
—
--
--
--
_—
_
W
+
^
vt
m
O
vt
ON
II
ON
^
II
+
I�
N
+ N
O
0 0
N
ON
^
II
II
Q %
W
J
Q
II
II
%
Q W
W II
%
Q
Ol
II -�
II
• ..
..
__
N
%
W
II
..
..
... •
�.
�.
Q W
to W
to
J
W
J
N W
W
J
Q
W II
W
�....
�.
to W
N W
H
to
J Q
W H
J
_..
. _....
_.
i..
-0.5 %
..
...
.•
—
....
..
_
-1.2
%
I
-0.9%
I
-0.5%
-0.79
I
/
STA =
= 2045.07
5+81
STA
- 7+27
STA =
8+12
ELEV
ELEV =
2044.79
ELEV = 2045.02
/
STA
=
= 6+06
2044.99
ELEV
STA =
= 2044.98
7+60
STA
ELEV =
= 8+99
2044.02
ELEV
PROPOSED
GRADE
STA
= 8+53
ELEV =
2043.99
2055
V J
2050
fe-
Sheet Index
BLUE RID GESOUT
E
N
2045
s
`s
N�xW
2040
J -
•
N
4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 _
E
3

- ALIGNMENT
2'
I----- — it------------------
EXISTING0$i
\ \f \mac+ a, 6,
SEWER. '\ `,NEpT�L)
Il ________SEWER
-_ -°
,'------- // ' -SEE SEW ER 0' 20' 40' 60' 0 ow�m-
r� -
-1 PROTECT WHEN CROSSING - '�z�LL
SECTION BELOW � 2
pSp IHOAizoN,A�� Qi w °o n m z°
3J 9"CHERRY 30 a�/� a0___ \ 30 �' Ai '� w o
�3J� 3J 11 - \3j\ / ,V �OmsN
s /
3J`
' 42 M P _ 15s4"C�LO_C m 4"CHI RY 3J aJ \• a w
_______________ __ _____ ________ \ -\ LL 3D 4"BIR �oo TRIM SMALL
/AJ z A _ A _ R F — — — — — — — - _ ' 11 — — _ _ o a� TREES AT 2-3'
3J �",ABOVE BASE
3J - ____ � ass � /
�11�J 3] �/ 'L.. i - ____ erg" ��;�� ss _ _ _ _/{ ----__ ___-____ JJ \ 3J �\
_ - — - - --__ \
.� _� BIR _ _ __ — _
��� ... ... RP ..... --- _---------__ _
.. Z•LO ' tom' .�� _ �, �`\`•� ' (_... 4� _...� —Wf`.L ' LEA G TREE T �+:�\_ _
10 d+� 2 — bbAL
12+Qp — _� 7 E s R ss
1 \� 5"R. MAP ,y -
24" POP �� 11+00 �„ WIL v �. _ '.+�-Y-���_ `-20 _
��/ _ GJ
1 CF'YY �e'`� ` i .`� _- I.' :_�7�-� _- _20456_
_---- -'__ _"� :%',`-•---- ... _ _� .. _ _ — 2047... T, fit, •!;`,'; _„ -- --_ ---- _ • ---_�
2048= _ �\ •_ '.6F1„-20,..------===f�'
loo 5x D= �. \� � 1 q6a` � x - _:___-"%% "� REE ate//
�` — � 1 i , �. -��� 2x 'W.CHY ��\ s�� Pi 1 _ _ 5= 3--__ 2047 o:.BIR 24"�+�1/S'j 2x ` •14+0
is _
LR-GR,)�Q n ,� 1I1 `�` LEAVE ROOTS F!>' �`�CJ1 \ ` - \ �LD 4
—=•d'1. �� le° aoMAP� 9"W.CHY ; INTACT LOi{.:'}_
- - i 3WAL
--Lou - s �/5'MAP--_
goo � ce �
z!,' I _____ _
V,1 i 39" MA p f p p 1 c _ P
--------- �. _ �� � /_ - � cE � ce F STA 12+50
Ik c /
c� BEGIN GRADING' 18"CNY � AP
USINGMODIFIED
------ C UNNAMEDTRRIFFLE TYPICAL ,121.
SS � 1 ce IBUTARY2, -"� -� --- 72 •,'u'POP
--- - --- l ---- -- / ' �1 _ I EXISTING STREAM — c ce ce- SEE ET 2.5 FOR SEE SHEET 1.1
-_-_-� .-. �73 DETAILS
'' LD / cf c .-C>•-1(TREEHOUSE/
___ -- Q ALIGNMENTce hv�
_ D
�.�� -- -I o - --- _
-- -
O
�v
EXISTING (�
GROUND
2050 2050
2055 U
2050
a
2045
c
zo4o
0
O
ON
N
EXISTING GROUND
PROPOSED BAN KFULL
n
u
w
m
N
Q
ti
a
a
Vl
W
+
O
O
Q J
V1 W
II
W
N
+
—
N
O
pl
O
O
+ p
Q
O
}
N
m
H
Vl
w
Q
HV
II
,
II
O
0m
mm
d
Q
J
Q
LowN
JII
Q—
GJ
W
W
NN
NN
a�
N
W
Q
��
aw
..
_
a
w
„ w
a
G
N
\
\
I
I
0.5 %
0.7%
\
STA=
11+16
\/
\
ELEV
=
2043.84
STA = 11+79
ELEV
STA =
= 2042.96
10+12
ELEV = 2043.10
STA =
= 2042.79
12+43
ELEV
STA
13+14
FE
PROPOSED
GRADE
ELEV
= 041.991.99
2045 I 2045
(�
1
PROPOSED SECTION
4-j
2040 2040
EXISTING SEWER PIPE
TOP OF PIPE ELEV:
2041.15'
2035 2035
2050
0+00 0+500+70
Sewer Cross Section
Sheet Index
BLUE ID,U E
2045
N
�F
N�xW
y.
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
EXISTING 8" DIACLAY SEWER PIPE L V
STA = 11+09 _
TOP OF PIPE ELEV = 2042.2' E m

o _
-
__ — q' 6'
dbi _ ;
--- -_
- - S'
yQ 0 oo w v m o
1m
SOS � / � IHOAizom,Aq di � ° z n m w
0' LEAVE LOWER /S r w > w o ' EXISTING STREAM - / 1 N z _
1 CONVEYANCE PIPE
SLOPE UPPER -- - NVE _ -
_ HALF OF BANK, � � z' � CO l j /
ER HALF-------�— E
AT .1 31
_ --
3J—'y1_—_�,__ 3J _ -{ EXISTING _ / / SEWER PI YP."LOCUST -
m2p I E PET
3J 3J
/ `W — OO_3Jy^LOCUS`?
3�
_ 7" . WAL _ _
_- -- _ W.
.^
ss \� s 3J �—
s
F R(
�.,LOC
_ WAL
E
\7 ,
ss -� -- L _-___- - --- _ - _------- _ _ _ UPSTREAM
_ - 18"POP ��� MAPLE
-- � — -- ---------.�------ ALL TO END U
__
„ w
` 0
2046---_-------- "'"� --------------------------_-------- _- OF SEWER CROSSING
" A ,' I
5" AL
6" TREE}00
CR-CR = _
PROPOSE
��r I D STREAM 6A0
24 ALIGNMENT _ - '� 204S
I, "CLUSTER � �-_8, WAL ` � 1 ll� — 10.11
`
S�8 P y\\1 W W EXISTING STREAM
LO� 4S�'MAP 1 W W vALIGNMENT V� `1'
_ 18" CHY REMOVE TWO CORREGATED PIPES V. / END PROJECT STA. 16+13
cE ce c 30" POP N, W W W 3-4' DIA, 10-15' LENGTH FROMCo I i r"
(TREEHOUSE) �y i n W W 14, W CREEK BED .y W / 1 lL � '`_, _ f,
T— �k V / f
cE W W W W W W /, TREE,':` J _-
41
EXISTING WETLAND W
2055
2050
0
2045
_Q
s
2040
PROPOSED BANKFULL
EXISTING
GROUND
O
O
m
0
0
.-I
m
0
o
m m
+ o
+
M
+
m
+
N
0
N
m 0
N
N
N N
+
}
O
} O
N
0
0
Q
W
W
II
�y>j
W
II
II
W
J
II II
Q J
W
N
Q
V1
N
W
W
Q W
V1 W
}
II
Q
V1
O
II
W
J
W
V1
t~/1
Q
n
. _.
. _..
.. .....
-0.4%
7%
STA = 13+79
STA = 14+44
STA = 15+46
ELEV = 2041.95
ELEV = 2041.47
PROPOSED GRADE
ELEV = 2041.416
2055 r ,
E
2050
Sheet Index
2045 etUE Rlo GESOUT E
N
S
s
sM/TH� `,\92F
zo4o N � x z
.
o
w
13+50 14+00 14+50 15+00 15+50 16+00 16+35
J
N
E
3

ol
b vp
EXISTING DOMESTIC SEE SECTION zo' IHOAzoN,A� ao' so' � Zw O$ m oo' mSEWER PIPE A -A' ,
x LLz°
II I l�� ss REMOVE PIPE TO START
OF TRIBUTARY CHANNEL
0+00, PIPE OUTLET UT2 // o=' N➢ \ \
LOCATION UNKNOWN �� `"'4
/
•,; ', I iSi' \ 1"'--1+LLo..✓// oI \ _ �`S1 1
.. 0
STA 0+00 . ✓• X —_.�. F `;��` 7
x3 2050 2050
START UT
STA 1+371 g
�' po INSTALL BOULDER (1x1x2' o o+ \ \ END UT I _ --
___\\ MIN) HEADWALL AT END OF
j i \
PIPE, AND PLUNGE POOL
i \ ��� oa BELOW 0+00 AS DIRECTED \ ` \1\\'A 2045 2045
,
i
--- ---
- l \
, \Y
if
-- - \ 1 J \OA-J
---------- zoss --------- -
--- --
= 1 zo400 s o40
. x
- ------ --------------------
----------------------
-------- ---`
-- `[
. 1
� w �
_4 o
U
2050
a INSTALL PLUNGE
POOL AS
DIRECTED AT
PIPE OUTLET
2045
STA = 0+0
ELEV = 2045.5
STA = 0
E ELEV = 204
5
2040
t~/.30
�JWp%
QN
NWW0
QHV1 wJWII PROPOSED
_ VBl AN^JWKNFULWL
+OOO W+ O
IOIIO + W
VII 1 I �N m�WWI
I aVII 1
/mI w II � O m WWIYI
-NNyII
O
Q + O O O
+ Nw O
O O + N O
. II + p OO>W +aQQ Q
-1.2%
73 STA=0+38
+11 ELEV 2045.05 STA =1NW+II
0
8
.53 STA = 0+41
ELEV
E
= 2045.05 ELEV = 2044.21
PROPOSED GRADE STA - 1+07
ELEV = 2044.21
STA = 0+62 STA = 0+87
ELEV = 2044.75 STA = 0+65 ELEV = 2044.47
ELEV = 2044.75 STA = 0+84
ELEV = 2044.47
zoss m +,
72
v
E
2050
MISTING GROUND
Sheet Index
BLUE RID GESOUT E
2045
2040
s
.s
2
N�xW
0+00 0+50 1+00 1+37 J - •
N
E
3
zoss m +,
72
v
E
2050
MISTING GROUND
Sheet Index
BLUE RID GESOUT E
2045
2040
s
.s
2
N�xW
0+00 0+50 1+00 1+37 J - •
N
E
3
0+00 0+50 1+00 1+37 J - •
N
E
3

-
r--r T-=
o
o
—4-1 1 1 1 1 1 1 1 4—
o
o
---- ��--`
2+50.00
o
o
00
)65 116-
Iq
)55 115-
- --- ,-- —1151
)15
oo
[
V
m
Q
z� owaoq
C ��wsmz .aw �Nwmv
�
/1zwom-nv
I�Z�Q�LLE
hKH W LL

HE
oo oo Iq
I
o
10+00.00
F9116 37�
ow�oq
w m
o I�o
, I
o.m, ,
,m,
z Nw ol 1.
ioas
9+50.00
10+25.00
uo
-1 — — — T-
r�
0
0

11+2s.00
11+s0.00
11+7s.00
Ap

L L L L L L L L
L L L L L L L L
L L L L L L L L
Riparian Standard Planting Zone
Riparian Planting Zone
Species
Common Name
Std. Spacing
Indiv.
Spacing
Min. Caliper Size
Stratum
# of stems
Betula nigra
River birch
10x10 ft
6-12
0.25"
Canopy
10%
Platanus occidentalis
Sycamore
10x10 ft
6-12
0.25"
Canopy
10%
Holesio caroliniona
Carolina silverbell
10x10 ft
6-12
0.25"
Canopy
10/
Corpinus caroliniona
Ironwood
10x10 ft
6-12
0.25"
Canopy
6%
Asimino triloba
Pawpaw
10x10 ft
6-12
0.25"
Canopy
7%
Diospyros virginiono
Persimmon
10x10 ft
6-12
0.25"
Canopy
10%
Colyconthus floridus
Sweetshrub
10x10 ft
6-12
0.25"
Canopy
7%
Viburnum dentatum
Arrowwod viburnum
10x10 ft
6-12
0.25"
Canopy
7%
Itea virginica
Virginia sweetspire
10x10 ft
6-12
0.25"
Canopy
7%
Sombucus conadensis
Elderberry
10x10 ft
6-12
0.25"
Canopy
7%
Leucothoefontonesiona
Mountain doghobble
10x10 ft
6-13
0.25"
Canopy
7%
Corpus omomum
Silky dogwood
10x10 ft
6-14
0.25"
Canopy
7%
Cepholonthus occidentalis
Buttonbush
10x10 ft
6-15
0.25"
Canopy
5%
Existing Wooded Area Supplemental Standard Planting Zone
Existing Wooded Area Supplemental Planting Zone
Species
Common Name
Std. Spacing
Indiv.
Spacing
Min. Caliper Size
Stratum
# of stems
Tilio americano
American basswood
10x10 ft
6-12
0.25"
Canopy
10%
Platanus occidentalis
Sycamore
10x10 ft
6-12
0.25"
Canopy
10/
Cercis conadensis
Eastern redbud
10x10 ft
6-12
0.25"
Canopy
10/
Corpinus caroliniona
Ironwood
10x10 ft
6-12
0.25"
Canopy
10%
Asimino triloba
Pawpaw
10x10 ft
6-12
0.25"
Canopy
10%
Xanthorhiza simplicissima
Yellowroot
10x10 ft
6-12
0.25"
Canopy
10%
Colyconthus floridus
Sweetshrub
10x10 ft
6-12
0.25"
Canopy
10%
Vib urn um dentatum
Arrowwod viburnum
10x10 ft
6-12
0.25"
Canopy
10%
Lindera benzoin
Spicebush
10x10 ft
6-12
0.25"
Canopy
10%
Leucothoefontonesiona
Mountain doghobble
10x10 ft
6-12
0.25"
Canopy
10%
Sanitary Sewer Easement Standard Planting Zone
Sanitary Sewer Maintenance Easement Planting Zone
Approved Date
Species Name
Common Name
Spacing
%
All Year
Chionanthus virginicus
Fringetree
10x10 ft
10
All Year
Homomelis virginiono
Witch -hazel
10x10 ft
15
All Year
Euonymus americanus
Hearts-a-bustin
10x10 ft
15
All Year
Aronia arbutifolia
Red chokeberry
10x10 ft
10
All Year
Leucothoe fontenesiona
Mountain
doghobble
10x10 ft
10
All Year
Xanthorhiza simplicissima
Yellowroot
10x10 ft
10
All Year
Viburnum acerifolium
Maple -leaf
viburnum
10x10 ft
15
All Year
Itea virginica
Virginia sweetspire
10x10 ft
15
Wetland Standard Planting Zone
Wetland Planting Zone
Approved Date
Species Name
Common Name
Spacing
%
All Year
Plantanus occidentalis
Sycamore
10x10 ft
15
All Year
sohx sencea
Silky Willow
10x10 ft
15
All Year
Betula nigra
River Birch
10x10 ft
10
All Year
Alnus serrulato
Tag Alder
10x10 ft
10
All Year
Cepholonthus
occidentalis
Buttonbush
10x10 ft
10
All Year
Quercus rubro
Northern Red Oak
10x10 ft
20
All Year
Tilia americano
American Linden
10x10 ft
10
All Year
Asimino triloba
Paw Paw
10x10 ft
10
NOTES:
1. IT IS ESTIMATED THAT 60% OF PLANTING WILL BE BARE ROOT AND 40%
1-GALLON. LARGER CONTAINER AND B&B PLANTINGS SHALL BE LOCATED ON
THE PLANTING SITE PLANS SHEET 4.5-4.6 AND/OR FIELD LOCATED BY DESIGNER
OR DESIGNATED PARTY.
Planting Notes
CFNFRAI AN nWAPF NnTFi
1. PRIOR TO EXCAVATIONS CONTRACTOR SHALL NOTIFY NC 811 NORTH CAROLINA ONE CALL CENTER TO ASCERTAIN LOCATIONS OF ELECTRICAL CABLES CONDUIT
UTILITY LINES, OILTANKS, GAS LINES, TELEPHONE LINES, WATER LINES, CABLE LINES, SANITARY SEWER LINES, SUPPLY LINES, SUBSURFACE DRAINAGE, AND IRRIGATION
LINES, ETC. NOTIFY THE OWNER SHOU LID THE ABOVE MENTIONED SUBSURFACE IMPROVEMENTS PRESENTAN OBSTRUCTION IN LOCATIONS DESIGNATED FOR
PLANTING. IN SUCH SITUATIONS, PROCEED AFTER THE OWNER HAS APPROVED AN ALTERNATE LOCATION. DAMAGE INCURRED BY THE CONTRACTOR SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO REPAIR IN A TIMELY MANNER TO THE SATISFACTION OF THE OWNER.
2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT SCHEDULE. ANY DISCREPANCIES BETWEEN QUANTITIES ON
THE PLANS AND THE PLANT SCHEDULE SHALL BE BROUGHT TO THE ATTENTION OF OWNER. ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE
AUTHORIZED PRIOR TO PLANTING.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PLANTING PITS PERCOLATE PROPERLY PRIOR TO PLANTING INSTALLATION.
4. WHERE PROPOSED TREE LOCATIONS CONFLICT WITH EXISTING UTILITIES, TREES MAYBE FIELD ADJUSTED UNDER THE DIRECTION OF THE OWNER/DESIGNER.
PLANT MATERIAL NOTES
1. ALL PLANT MATERIAL SHALL CONFORM TO THE MOST CURRENT STANDARDS ESTABLISHED BY'THE AMERICAN ASSOCIATION OF NURSERYMAN"
2. ALL PLANT MATE RI AL SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ON E YEAR AFTER ACCEPTANCE BY THE OWNER.
3. TREES SUPPLIED MUST HAVE BEEN PROPERLY PLANTED AND GROWN IN THE NURSERY. THE ROOT CROWN (ALSO CALLED THE TRUNK FLARE) SHALL BE EVIDENT NEAR
THE TOP OF THE GROUND. ANY EXCESS SOIL, UP TO 3INCHES COVERING THE CROWN WILL HAVE TO BE REMOVED CAREFULLY BY HAND, IN ORDER TO PREVENT
ROOT SCRAPES. THE TREE IS THEN TO BE PLANTED WITH THE ROOT CROWN IN PROPER RELATION TO THE SURROUNDING GRADE. ANY TREES WITH MORE THAN 3
INCHES OF SOIL ON TOP OF THE ROOT CROWN WILL BE REJECTED. THE NU RSERY OWNERS MAY DIG OVERSIZE BALLS AND REMOVE THE SOIL IN ORDER FOR THE ROOT
SYSTEM DIAMETER WHICH IS THE REQUIRED ROOT BALL DIAMETER TO MEET THE SPECIFICATION FOR THE TRUNK CALIPER REQUIRED.
( Q � Q
4. BALL AND BURLAPPED (B&B) PLANTS MUST HAVE FIRM, NATURAL BALLS OF EARTH, OF DIAMETER NOT LESS THAN RECOMMENDED IN THE "TREE AND SHRUB
TRANSPLANTING MANUAL", AND BE OF SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. PLANTS MOVED WITH A BALL WILL NOT BE ACCEPTED IF
THE BALL IS DRY, CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATIONS.
5. CONTAINERIZED PLANTS SHALL HAVE A ROOT SYSTEM SUFFICIENT ENOUGH IN DEVELOPMENTTO HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER.
THE ROOT SYSTEM SHALL NOT BE ROOT BOUND, A CONDITION WHERE THE ROOT SYSTEM IS DENSE IN MASS, EXCESSIVELY INTERTWINED, AND HAS ESTABLISHED
CIRCULAR GROWTH PATTERN.
TREE PLANTING NOTES
1. ALLTREES SHALL MEETAMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1,"SHADE AND FLOWERING TREES").
2. REMOVE ALLTREATED OR PLASTIC -COATED BURLAP, STRAPPING, WIRE OR NYLON TWINE FROM ROOTBALL. AFTER SETTING IN HOLE, CUTAWAY 2/3 OF WIRE
BASKET, IF ANY, AND TOP 1/3 OF BURLAP.
3. LOOSEN TREE ROOTS PRIOR TO PLANTING.
4. SOAK ROOTBALLAND PIT IMMEDIATELY AFTER INSTALLATION.
5. TOP OF ROOTBALLTO BE 2" ABOVE ADJACENT UPHILL GRADE. DO NOT PLACE ADDITIONAL SOIL ON TOP OF ROOTBALL.
6. CONSTRUCT4" HIGH SAUCER (WATER BERM) OUTSIDE OF PLANT MIX BACKFILL.
7. STAKES FOR TREE SUPPORT (LESS THAN 3" CAL.) SHALL BE CONSTRUCTION GRADE PRESSURE TREATED PINE, NOMINAL SIZE OF tin. x 2in. x 16in. LONG AND POINTED
ATONE END. GUYING FABRIC SHALL BE 'ARBORTAPE', AS MANUFACTURED BY NEPTCO, PAWTUCKET, RI. [phone] (OR APPROVED EQUAL). COLOR SHALL BE
OLIVE DRAB.
B. STAKE ALLTREES at 2.5" CALIPER OR LARGER WITH 'DUCK BILL'ANCHORS DRIVEN INTO UNDISTURBED SOIL. GUYING FABRIC SHALL BE 3/4" NYLON STRAPPING.
MULCH NOTES
MULCH SHALL CONSIST OF DOUBLE HAMMERED HARDWOOD AS SPECIFIED ON THE PLANS AND DETAILS. ALL MULCHES SHALL BE
FREE OF ANY FOREIGN MATERIALS, PIECES LARGER THAN 4INCHES, AND/OR GREEN WOOD
WATER NOTES
WATER SHALL BE FREE FROM OIL, ACIDS, ALKALIS, SALTS OR ANY OTHER SUBSTANCE THAT IS TOXIC OR OTHERWISE HARMFUL TO
VEGETATION.
PLANTING MIX NOTES
1. PLANTING MIX MAYBE DEVELOPED BY AMENDING THE EXISTING SOIL OR REMOVING THE EXISTING SOIL AND REPLACING WITH NEW
PLANTING MIX. IT SHALL BE UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE OF SUBSOIL. IT SHALL BE FREE OF STONES,
LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS, AND OTHER EXTRANEOUS MATTER. PLANTING MIX SHALL NOT BE USED WHILE IN A
FROZEN OR MUDDY CONDITION.
2. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS THE PLANTING MIX SHALL CONTAIN THE FOLLOWING SPECIFIED
PERCENTAGES OF CONSTITUENTS.
CLAY - MINIMUM 10%-MAXIMUM 20%CLAY
SILT- MINIMUM 30%- MAXIMUM 50%
ORGANIC MATERIAL -MINIMUM 5%-MAXIMUM B%
SAND - BALANCE OF MIX
THE PLANTING MIX SHALL HAVE THE FOLLOWING NUTRIENTS ATTHE SPECIFIED PERCENT BASE SATURATION, TO BE DETERMINED BY SOIL
TEST PROVIDEDTO CONTRACTOR.
CALCIUM - 55%TO 60%
MAGNESIUM - 10%TO 30%
POTASSIUM - 5%TO B%
ORGANIC MATERIAL IS DEFINED AS COMPOST/HUMUS SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPRESSION
PROCESS. PERCENTAGE OF ORGANIC MATTER SHALL BE DETERMINED BY LOSS ON IGNITION, OF MOISTURE FREE SAMPLES DRIED AT 65
DEGREES.
PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5 TO 7.0.
FERTILIZER NOTES
1. FERTILIZER FOR SHRUBS ANDGROUNDCOVER:
A. THE FERTILIZER SHALL BE ONE FROM THE FOLLOWING LISTED BELOW OR EQUAL FERTILIZER APPROVED BYTHE OWNER OR
OWNER'S REPRESENTATIVE.
FERTILIZER PRODUCT ANALYSIS APPL.RATE
ORNAMENTAL PLANT FERTILIZER 12-6-6 2 LBS/100 SQ. FT., OR
ORNAMENTAL PLANT FERTILIZER 14-7-7 2 LBS/100 SQ. FT.
B. THE FERTILIZER SHALL HAVE 50%WATER INSOLUBLE NITROGEN. THE CHLORINE CONTENT IS NOT TO EXCEED 5%.
2. FERTILIZER FOR TREES:
NO FERTILIZER IS TO BE APPLIED AT TIME OF PLANTING.
A. THE TREE FERTILIZER IS TO BE APPLIED AT THE 6 MONTH OR 12 MONTH WARRANTY INSPECTION TIME; WHICHEVER IS CLOSER
TO EARLY SPRING BEGINNING OF GROWTH.
B. THE FERTILIZER SHALL BE ONE FROM THE FOLLOWING LISTED BELOW OR EQUAL FERTILIZER APPROVED BY THE OWNER OR
OWNER'S REPRESENTATIVE.
FERTILIZER PRODUCT ANALYSIS APPL.RATE
ORNAMENTAL TREE FERTILIZER 31-7-7 1CUP/ INCH CALIPER, OR
ORNAMENTAL TREE FERTILIZER 12-6-6 1 CUP/ INCH CALIPER
C. THE FERTILIZER SHALL HAVE 50%WATER INSOLUBLE NITROGEN. THE CHLORINE CONTENT IS NOTTO EXCEED 5%.
D. SOURCE OF NITROGEN SHALL BE UREA FORMALDEHYDE OR A SIMILAR SLOW RELEASE SOURCE.
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TOPOFBANK
BACK OF BENCH (VARIES)
TOP OF SLOPE = FRONT OF BENCH
LIVE STAKE (TYP)
4 ROWS, 3x3' STAGGERED SPACING
TOE OF STREAMBANK SLOPE (RIFFLE),
OR EDGE OF WATER (POOL)
HERBACEOUS PLUG (TYP)
2 ROWS, 2x2' STAGGERED SPACING
TRIM TOPS
DAMAGED FRO
INSTALLATION
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NOTE:
• LIVE STAKES AND PLUGS TO BE PLANTED
IN OTHER AREAS AS SHOWN ON PLANS
AND AS DIRECTED BY THE DESIGNER.
• LIVESTAKE SPACING FOR BRUSH TOE
GEOLIFT VARIES BUT INSTALLATION AND
PAYMENT METHOD IS THE SAME.
NOTE
• WHERE/IF INDIVIDUAL LARGE SIZE PLANTS ARE
SHOWN ON THE PLANS, THESE SHALL BE IN ADDITION
TO APPLICABLE STANDARD PLANTING ZONE SPACING.
FOLLOW FIELD DIRECTIVES TO ACCOMMODATE
ADDITIONAL PLANTS -ADJUST SPACING OR HIGHER
DENSITY MAY BE ACCEPTABLE.
• WHERE/IF HIGH DENSITY BEDS ARE SHOWN ON THE
PLANS, THESE SHALL BE IN LIEU OF STANDARD ZONE
PLANTING WITHIN THE HIGH DENSITY SYMBOL
FOOTPRINT.
, ' TOP OF SLOPE = FRONT OF BENCH
IV I 'S,
T``;��i;`i?`?`iT
HERBACEOUS PLUG (TYP)
2 ROWS
LIVE STAKE (TYP)
4 ROWS
Streambank Planting Zone
Live Stakes
Cornus sericea
Red twig Dogwood
3
2-8
18 in.
Shrub
20%
Solix sericea
Silky Willow
3
2-8
18 in.
Shrub
20%
Cornus amomum
Silky Dogwood
3
2-8
18 in.
Shrub
20%
Sambucus nigra
Elderberry
3
2-8
18 in.
Shrub
20%
Physocarpos opulifolius
Ninebark
3
2-8
18 in.
Shrub
20%
Total
100%
Herbaceous Plugs
Juncus effusus
Common Rush
3
3
2.0" plug
Herb
25%
Juncus tennuis
Path Rush
3
3
2.0" plug
Herb
25%
Carex vulpinoidea
Fox Sedge
3
3
2.0" plug
Herb
30%
Carex lurido
Lurid Sedge
3
3
2.0" plug
Herb
20%
Total
100%
GStreambank and Bench: Live Staking and Herbaceous Plugs
Not to Scale
SPACING
PER
APPLICABLE
PLANTING
BARE ROOT TREE &
ZONE
SHRUB PLANTING (TYP),
SEE DETAIL
LIVE STAKING AND
HERBACEOUS
PLUGS, SEE DETAIL
E
Standard Zone Planting_
4.2 Not to Scale
CONTAINER PLANT MATERIAL,
MIX IN TO STANDARD SPACING
AT PERCENTAGE PROVIDED
/ ON SHEET 4.1
`. A,1
SEE PLANTING PLAN SHEETS 4.5-4.6
FOR PLANTING ZONES AND ASSOCIATED SPECIES
'P.
-AGGERED
lows
t UUAL �FAUINb J `--EDGE OF
BETWEEN ALL PLANTS PLANTING
BED
TYPICAL HIGH DENSITY PLANTING BED PLAN
NOTE:
• FOR USE WITH SPECIES IN PLANTING TABLES ON
SHEETS 4.5 - 4.6
• WHERE SPECIFIED, HIGH DENSITY PLANTING SHALL BE
IN LIEU OF STANDARD ZONE PLANTING
High Density (also Thicket) Planting_
4-2 Not to Scale
4 Reserved
4-2 Not to Scale
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BUFFER WIDTH
VARIES
`f/
�.` BANKFULL���
RESTORED
SPACING PER
PLANTING PLAN
Section View
O O 3 O
INSERT THE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
INTO THE SOIL TO THE
FULL DEPTH OF THE BLADE
AND PULL BACK ON THE
HANDLE TO OPEN THE
PLANTING HOLE. (DO NOT
ROCK THE SHOVEL BACK
AND FORTH AS THIS
CAUSES SOIL IN THE
PLANTING HOLE TO BE
COMPACTED, INHIBITING
ROOT GROWTH.
NOTES:
REMOVE THE DIBBLE, OR
SHOVEL, AND PUSH THE
SEEDLING ROOTS DEEP
INTO THE PLANTING HOLE.
PULL THE SEEDLING BACK
UP TO THE CORRECT
PLANTING DEPTH (THE
ROOT COLLAR SHOULD BE 1
TO 3 INCHES BELOW THE
SOILSURFACE). GENTLY
SHAKE THE SEEDLING TO
ALLOW THE ROOTS TO
STRAIGHTEN OUT. DO NOT
TWIST OR SPIN THE
SEEDLING OR LEAVE THE
ROOTS 1-ROOTED.
1. ALL SOILS WITHIN THE BUFFER PLANTING
AREA SHALL BE DISKED, AS REQUIRED, PRIOR
TO PLANTING.
2. ALL PLANTS SHALL BE PROPERLY HANDLED
PRIOR TO INSTALLATION TO INSURE SURVIVAL.
INSERT THE DIBBLE, OR
PUSH THE DIBBLE, OR
SHOVEL, SEVERAL INCHES
SHOVEL, DOWN TO
IN FRONT OF THE
THE FULL DEPTH OF
SEEDLING AND PUSH THE
THE BLADE.
BLADE HALFWAY INTO
THE SOIL. TWIST AND
PUSH THE HANDLE
FORWARD TO CLOSE THE
TOP OF THE SLIT TO HOLD
THE SEEDLING IN PLACE.
1 Bare Root Planting
4.3 Not to Scale
n Transplants (Reserved)
4.3 Not to Scale
DIBBLE BAR
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR
CROSS-SECTION, AND SHALL
BE 12 INCHES LONG, 4
INCHES WIDE AND 1 INCH
THICK AT CENTER.
ROOTING PRUNING
ALL ROOTS SHALL BE PRUNED
TO AN APPORIATE LENGTH
TO PREVENT 1-ROOTING.
PULL BACK ON THE
HANDLE TO CLOSE THE
BOTTOM OF THE
PLANTING HOLD. THEN
PUSH FORWARD TO CLOSE
THE TOP, ELIMINATING AIR
POCKETS AROUND THE
ROOT.
O
REMOVE THE DIBBLE, OR
SHOVEL, AND CLOSE AND
FIRM UP THE OPENING
WITH YOUR HEEL. BE
CAREFUL TO AVOID
DAMAGING THE SEEDLING.
FINISH G
NOTE:
P MULCH 1"-2" AWAY FROM TRUNK
LCH, 3-4"
UND SOIL4" TO CREATE WATER COLLAR
)UND EACH PLANT
ROOTS AS NECESSARY IN CONTAINERIZED
ITS THATARE POT BOUND. REJECTPLANTS
TAREROOTBOUND
VTING MIX (SEE SPECS.)
)ISTURBED SOIL
1P SOIL MIX UNDER PLANT BALL TO
IM17F iFTTI FMFNT
• SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
• INSTALL TOP OF PLANT BALL 2" ABOVE ADJACENT GRADE.
• TAMP SOIL / PLANTING MIX FIRMLY AROUND PLANT BALL.
z Containerized Plantin
4.3 Not to Scale
Ball & Burlap Planting (Reserved)
4.3 Not to Scale
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Majority of areas within stream easement Riparian Seeding
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Riparian Seeding
Pure Live Seed (20 lbs/acre)
Approved Date
Species Name
Common Name
Stratum
Density (Ibs/acre)
All Year
Bidens oristoso
bur -marigold
Herb
1.0
All Year
Carex lurido
lurid sedge
Herb
0.6
All Year
Carex vulpinoidea
fox sedge
Herb
1.0
All Year
Chomaecrista fasciculato
partridge pea
Herb
1.8
All Year
Chosmanthium latifolium
river oats
Herb
0.8
All Year
Elym us riparius
Riverba nk wildrye
Herb
1.6
All Year
Elymus virginicus
Virginia wildrye
Herb
1.6
All Year
Ilex verticilloto
Winterberry
Herb
0.4
All Year
Juncus tennuis
Path rush
Herb
1.0
All Year
Lindera benzoin
Spicebush
Herb
0.6
All Year
Ponicum anceps
Beaked panicgrass
Herb
1.0
All Year
Panicum virgatum
switchgrass
Herb
1.0
All Year
Rhus typhina
Staghorn sumac
Herb
0.4
All Year
Rudbeckia hirta
blackeyed susan
Herb
1.2
All Year
Andropogon gerardii
Big bluestem
Herb
1.8
All Year
Sorghastrum nutans
Indiangrass
Herb
1.8
All Year
Tridens flavus
purple lovetop
Herb
1.0
All Year
Tripsacum dactyloides
gamma grass
Herb
1.0
All Year
Juncus effusus
Soft rush
Herb
0.4
Temporary Seeding
Temporary Seeding
Approved Date
Type
Planting Rate
(Ibs/acre)
Jan 1 -May 1
Rye Grain (Secale cereale)
120
Ground Agricultural Limestone
2000
Soil conditioner (Humic DG)
50
Straw Mulch
4000
May 1 -Aug 15
German Millet (Setana italica)
40
Ladino/Red/Crimson Clover
20
Ground Agricultural Limestone
2000
Soil conditioner (Humic DG)
50
Straw Mulch
4000
Aug 15 - Dec 30
Rye Grain (Secale cereale)
120
Ladino/Red/Crimson Clover
20
Ground Agricultural Limestone
2000
Soil conditioner (Humic DG)
100
Straw Mulch
4000
Note: Apply to all disturbed areas. Amendment
recommendations are pending soil test results.
Pja
PLANTINGS LIMITED TO
PROPOSED STREAM
EASEMENT, 143,000 SQ. FT.
(3.28 AC.)±
7
Specified herbaceous meadow within
easement
Disturbed areas outside stream easement
---------------
---------------
Meadow Seeding
Ernst Prairie Seed Mix
Pure Live Seed (15 Ibs/acre)
Approved Date
Species Name
Common Name
Stratum
Density (Ibs/acre)
All Year
Echinacea purpurea
Purple Coneflower
Herb
0.75
All Year
Coreopsis lanceolate
Lance -Leaved
Coreopsis
Herb
1.20
All Year
Goillardio pulchello
Annual Gaillardia
Herb
0.75
All Year
Rudbeckio amplexicaulis
Clasping Coneflower
Herb
1.20
All Year
Coreopsis tinctorio
Plains Coreopsis
Herb
1.20
All Year
Rudbeckio hirto
Black -Eyed Susan
Herb
1.20
All Year
Desmanthus illinoensis
Ticktreefoil
Herb
1.50
All Year
Helionthus annuus
Annual Sunflower
Herb
0.75
All Year
Sporabolis asper
Rough dropseed
Herb
1.20
All Year
Vernonio gigantea
Giant ironweed
Herb
0.75
All Year
Schizachyrium scoporium
Little bluestem
Herb
1.50
All Year
Silphium locinatum
Compass plant
Herb
0.30
All Year
Andropogon gerardii
Big bluestem
Herb
1.20
All Year
Rosa carolino
Carolina rose
Herb
0.30
All Year
Penstemon digitalis
Tall white beardtongue
Herb
0.30
All Year
Corpinus caroliniono
Gamma grass
Herb
0.30
All Year
Eryngium yuccifolium
Rattlesnake master
Herb
0.30
All Year
Solidago specioso
Goldenrod
Herb
0.30
Standard Lawn Mix Seeding
Pasture Seeding
Pure Live Seeding (42 Ibs/acre)
Approved Date
Species Name
Common Name
Stratum
Density(lbs/acre)
All Year
Doctylis qlomerato
Orchard Grass
Herb
40
All Year
Andropogon gerardii
Big Bluestem
Herb
40
All Year
Trifolium repens
White LadinoCover
Herb
15
-INVESTMENTS
O LLC
END PROJECT
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/ FOR WOODY PLANTING IV O o�-
/ O SHALLOW -ROOTED SPECIES 11>J-
,. WITHIN SEWER EASEMENT
(10'EITHER SIDEOFSS)" 'K
REFER TO PLANTING TABLES'
\ SHT 4.1 & PLAN 4.5-4.6 0
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SEE HIGH DENSITY ,s
�• PLANTING DETAIL 2/4.2
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INFESTATIONS, SEE SHEETS 4.7-4.8
O ;Y FOR REMOVAL APPROACHES
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Planting Quantities - Refer to Applicable Species Tables Sheet 4.1, 4.5, & 4.6
Planting Summary
Acres
Typical Spacing
Note
Percentages and Quantities
Stream acreage
0.45
N/A
No planting
% Bare
Root
Qty BR
%1/3/5
Qtyl/3/5
%IGal
Qtyl-G
%3Gal
Qty3-G
%5Gal
Qty5-G
%Stake
Qty
Stake
% Other)7
Gal./B&B)
Qty
Other
Total Qty
Riparian Standard Planting Zone
1.06
10x10 ft
60%
277
30%
139
0.3
42
0.4
56
0.3
42
0%
10%
46
462
Riparian Standard Planting Zone 12x12'
0.3
12x12 ft
40%
36
50%
45
0.3
14
0.5
23
9
0%
10%
9
90
Existing Wooded Area Supplemental
Standard Planting
0.3
10x10 ft
60%
78
40%
52
0.6
31
0.3
16
5
0%
130
Sanitary Sewer Easement Std. Planting
Zone
0.19
Std. Spacing
Use livestakes also
40%
23
60%
34
0.5
17
0.35
12
5
0%
0%
57
Wetland Standard Planting Zone
0.3
10x10 ft
40%
52
15%
20
0.75
15
5
0
45%
59
0%
131
Thicket Planting
0.23
44 ft
Use livestakes also
60%
376
5%
31
0.75
23
0.25
8
0
35%
219
0%
626
Livestaking
0.44
See Plans
N/A
0
NA
0
0
0
0
0
0
100%
2250
0%
2250
Totals
3.28
842
321
142
118
61
2528
55
3746
Large Planting Material Species
Large Planting Material Species and Approximate Quantities
Species
Common Name
Std. Spacing
Indiv. Spacing
1 Gal.
3 Gal.
5 Gal.
7 Gal.
B&B
%
Size
Foliage
Ilex verticilloto
Winterberry
12x12'
Varies
8
7
4
2
2
6.0%
Small
Deciduous
Hydrangea quercifolia
Oakleaf Hydrangea
TBD
TBD
8
7
4
2
2
6.0%
Small
Deciduous
Rhododendron viscosum
Swamp azalea
TBD
TBD
10
8
4
2
2
7.0%
Small
Deciduous
Fothergilla gardenii
Dwarf fothergilla
TBD
TBD
10
8
4
2
2
7.0%
Small
Deciduous
Chionanthus virginicus
Fringetree
TBD
TBD
8
7
4
2
2
6.0%
Large
Deciduous
Amelanchier arborea
Serviceberry
TBD
TBD
8
7
4
2
2
6.0%
Large
Deciduous
Physocarpus opulifolius
Ninebark
TBD
TBD
10
8
4
2
2
7.0%
Large
Deciduous
Corpus sericea
Red -twigged dogwood
TBD
TBD
10
8
4
2
2
7.0%
Large
Deciduous
Quercus albo
White oak
TBD
TBD
8
7
4
2
2
6.0%
Large
Deciduous
Acer rubrum
Red maple
TBD
TBD
10
8
4
2
2
7.0%
Varied
Evergreen
Ilex glabro
Inkberry holly
TBD
TBD
10
8
4
2
2
7.0%
Varied
Evergreen
flex attenuate"Fosteri"
Foster holly
TBD
TBD
10
8
4
2
2
7.0%
Small
Evergreen
Rhododendron maximum
Rosebay Rhododendron
TBD
TBD
10
8
4
2
2
7.0%
Small
Evergreen
Osmanthus americanus
Devilwood
TBD
TBD
10
8
4
2
2
7.0%
Large
Evergreen
Ilex opoco
American holly
TBD
TBD
10
8
4
2
2
7.0%
Large
Evergreen
Sum:
142
118
61
28
28
100.0%
High Density (Thicket) Species
High Density)also Thicket) Planting Zones
Species
Common Name
Std. Spacing
Indiv.
Spacing
Size
Type
# of stems
Ilex opoco
American holly
4x4 ft
TBD
0.25"Bareroot /1Gal.
Tree
7%
Crataegus sp.
Hawthorn
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Tree
7V.
Ilex cornuto
Buford holly
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Rosa caroliniona
Carolina rose
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Itea virginico
Virginia sweetspire
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
12V.
Kolmia latifolia
Mountain laurel
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Hydrangea quercifolia
Oakleaf hydrangea
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Cepholonthus occidentalis
Buttonbush
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Rosa rugoso
Rugosa rose
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Voccinium spp.
Highbush, sparkleberry, or deerberry
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
7V.
Aralia spinoso
Devil's walking stick
4x4 ft
TBD
0.25"Bareroot /1Gal.
Shrub
7%
NOTES:
1. LARGE SPECIES QUANTITIES MAY BE MODIFIED. SUBSTITUTIONS WILL BE ALLOWED BASED ON AVAILABILITY AND COST OF PLANT MATERIAL WILL BE CONSIDERED WHEN INCREASING THE
QUANTITY OF MORE OR LESS EXPENSIVE PLANT MATERIAL. A FAIR PRICE WILL BE NEGOTIATED FOR SIGNIFICANT CHANGES IN PERCENTAGES OR ADDITIONAL SPECIES NOT LISTED.
2. LARGE SPECIES LIST MAY INCLUDE OTHER NATIVE DECIDUOUS AND EVERGREEN SHRUBS PROVIDED IN STANDARD ZONE PLANTING TABLES.
PERMITTING NOTE: LOCATION OF
60' LANDSCAPE BUFFER PER
DEVELOPER SITE PLAN
1
1
1
1
90'
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Planting Quantities - Refer to Applicable Species Tables Sheet 4.1, 4.5, & 4.6
Planting Summary
Acres
Typical Spacing
Note
Percentages and Quantities
Stream acreage
0.45
N/A
No planting
% Bare
Root
Qty BR
%1/3/5
Qtyl/3/5
%IGal
Qtyl-G
%3Gal
Qty3-G
%5Gal
Qty5-G
%Stake
Qty
Stake
% Other)7
Gal./B&B)
Qty
Other
Total Qty
Riparian Standard Planting Zone
1.06
10x10 ft
60%
277
30%
139
0.3
42
0.4
56
0.3
42
0%
10%
46
462
Riparian Standard Planting Zone 12x12'
0.3
12x12 ft
40%
36
50%
45
0.3
14
0.5
23
9
0%
10%
9
90
Existing Wooded Area Supplemental
Standard Planting
0.3
10x10 ft
60%
78
40%
52
0.6
31
0.3
16
5
0%
130
Sanitary Sewer Easement Std. Planting
Zone
0.19
Std. Spacing
Use livestakes also
40%
23
60%
34
0.5
17
0.35
12
5
0%
0%
57
Wetland Standard Planting Zone
0.3
10x10 ft
40%
52
15%
20
0.75
15
5
0
45%
59
0%
131
Thicket Planting
0.23
44 ft
Use livestakes also
60%
376
5%
31
0.75
23
0.25
8
0
35%
219
0%
626
Livestaking
0.44
See Plans
N/A
0
NA
0
0
0
0
0
0
100%
2250
0%
2250
Totals
3.28
842
321
142
118
61
2528
55
3746
Large Planting Material Species
Large Planting Material Species and Approximate Quantities
Species
Common Name
Std. Spacing
Indiv. Spacing
1 Gal.
3 Gal.
5 Gal.
7 Gal.
B&B
%
Size
Foliage
Ilex verticilloto
Winterberry
12x12'
Varies
8
7
4
2
2
6.0%
Small
Deciduous
Hydrangea quercifolia
Oakleaf Hydrangea
TBD
TBD
8
7
4
2
2
6.0%
Small
Deciduous
Rhododendron viscosum
Swamp azalea
TBD
TBD
10
8
4
2
2
7.0%
Small
Deciduous
Fothergilla gardenii
Dwarf fothergilla
TBD
TBD
10
8
4
2
2
7.0%
Small
Deciduous
Chionanthus virginicus
Fringetree
TBD
TBD
8
7
4
2
2
6.0%
Large
Deciduous
Amelanchier arborea
Serviceberry
TBD
TBD
8
7
4
2
2
6.0%
Large
Deciduous
Physocarpus opulifolius
Ninebark
TBD
TBD
10
8
4
2
2
7.0%
Large
Deciduous
Corpus sericea
Red -twigged dogwood
TBD
TBD
10
8
4
2
2
7.0%
Large
Deciduous
Quercus albo
White oak
TBD
TBD
8
7
4
2
2
6.0%
Large
Deciduous
Acer rubrum
Red maple
TBD
TBD
10
8
4
2
2
7.0%
Varied
Evergreen
Ilex glabro
Inkberry holly
TBD
TBD
10
8
4
2
2
7.0%
Varied
Evergreen
flex attenuate"Fosteri"
Foster holly
TBD
TBD
10
8
4
2
2
7.0%
Small
Evergreen
Rhododendron maximum
Rosebay Rhododendron
TBD
TBD
10
8
4
2
2
7.0%
Small
Evergreen
Osmanthus americanus
Devilwood
TBD
TBD
10
8
4
2
2
7.0%
Large
Evergreen
Ilex opoco
American holly
TBD
TBD
10
8
4
2
2
7.0%
Large
Evergreen
Sum:
142
118
61
28
28
100.0%
High Density (Thicket) Species
High Density)also Thicket) Planting Zones
Species
Common Name
Std. Spacing
Indiv.
Spacing
Size
Type
# of stems
Ilex opoco
American holly
4x4 ft
TBD
0.25"Bareroot /1Gal.
Tree
7%
Crataegus sp.
Hawthorn
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Tree
7%
Ilex cornuto
Buford holly
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Rosa caroliniona
Carolina rose
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Itea virginico
Virginia sweetspire
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
12%
Kolmia latifolia
Mountain laurel
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Hydrangea quercifolia
Oakleaf hydrangea
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Cepholonthus occidentalis
Buttonbush
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Rosa rugoso
Rugosa rose
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
10%
Voccinium spp.
Highbush, sparkleberry, or deerberry
4x4 ft
TBD
0.25" Bareroot / 1 Gal.
Shrub
7%
Aralia spinoso
Devil's walking stick
4x4 ft
TBD
0.25"Bareroot /1Gal.
Shrub
7%
NOTES:
1. LARGE SPECIES QUANTITIES MAY BE MODIFIED. SUBSTITUTIONS WILL BE ALLOWED BASED ON AVAILABILITY AND COST OF PLANT MATERIAL WILL BE CONSIDERED WHEN INCREASING THE
QUANTITY OF MORE OR LESS EXPENSIVE PLANT MATERIAL. A FAIR PRICE WILL BE NEGOTIATED FOR SIGNIFICANT CHANGES IN PERCENTAGES OR ADDITIONAL SPECIES NOT LISTED.
2. LARGE SPECIES LIST MAY INCLUDE OTHER NATIVE DECIDUOUS AND EVERGREEN SHRUBS PROVIDED IN STANDARD ZONE PLANTING TABLES.
� II II
II
jj LOOSEN (RIP) SOIL IN II
STAGING AREAS AND
II
u ALONG HAUL ROADS
PERMITTING NOTE: LOCATION
OF 60' LANDSCAPE BUFFER /jj/j%/� llffff
PER DEVELOPER SITE PLAN
RAF y/
hJ
RCI.CIvIIVu rICRDHI.CUUJ
PLANTINGS
i
»�s3�
TABLES SHEET 4.1
r
I
1
1
I
II 0j3rl\
I
I
1
I
I
I
1
0
1
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Invasive Species Management
m
1. HERBICIDE BRANDS AND ACTIVE INGREDIENTS LISTED PROPOSED FOR USE ARE APPROVED FOR AQUATIC USE. ALL HERBICIDE MUST BE HANDLED IN
ACCORDANCE WITH THE LABEL AND ALL FEDERAL, STATE, AND LOCAL LAWS. y D a m o
2. DO NOT PULLDOWN VINES. Z Nv�i mo9
3. SPECIES DENOTED WITH " * " SHOULD BE PRIORITIZED OVER OTHER SPECIES AS NECESSARY
Qoo� m-wn `v
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Phase 1 Invasive Species Management Phase 2 Invasive Species Management Phase 3 Invasive Species Management (Post -Planting)
BAMBOO:
- OPTION 1: CUT DOWN BAMBOO AS CLOSE TO THE GROUND AS POSSIBLE. CHIP OR
PILE THE REFUSE.
O USE A ROOT RAKE (TRACTOR ATTACHMENT) TO EXCAVATE ROOT CROWNS AND
RHIZOMES. REMOVE EXCAVATED SOIL FROM SITE. (PREFERRED)
- OPTION 2: CUT JUST ABOVE GROUND LEVEL BETWEEN STEM SECTIONS AND
IMMEDIATELY APPLY INTO THE STEM CUP A MIXTURE OF 20% RODEO AND 2%
ARSENAL. CHIP OR PILE THE REFUSE.
KUDZU*:
- SEVER CLIMBING VINES, MAKING SURE THE HANGING VINE WILL NOT CONTACT THE
GROUND. AT GROUND LEVEL, CUT THE VINE FROM THE ROOT CROWN/BULB AND
TREAT VINE WITH GARLON 3AAT 25%. THE CUT VINE CAN BE LEFT ON SITE IF
TREATED.
- ONCE VINES HAVE BEEN CUT FROM ROOT CROW N/BULB, USE A MATTOCK, AXE, HOE,
OR SAW TO CUT OUT AND DIG UP THE ROOT CROWN. ROOTS DO NOT NEED TO BE
DUG UP.
- FOLLOW EACH OF THE VINES TO DIG UP EACH OF THE ROOT CROWNS. DISPOSE OF
ROOT CROWNS OFF SITE.
JAPANESE KNOTWEED*:
- IFABOVE-GROUND MATERIAL HAS EMERGED PRIOR TO CONSTRUCTION, TREAT WITH
A FOLIAR SPRAY CONTAINING SURFACTANT, GARLON 3A 1%SOLUTION AND RODEO
2%SOLUTION.
- ANY EXCAVATED SOIL DURING CONSTRUCTION SHOULD BE REMOVED FROM SITE.
BURNING BUSH, AUTUMN OLIVE, TREE -OF -HEAVEN*:
- STEMS UNDER 2 FT. TALL MAY BE CONTROLLED BY THOROUGHLY WETTING ALL
LEAVES WITH A FOLIAR SPRAY OF GARLON 3AAT 3%.
- STEMS OVER 2 FT. SHOULD BE CUT NEAR GROUND LEVEL AND BOTH CUT SURFACES
TREATED WITH GARLON 3A AT 25-50%.
- IF LARGE INDIVIDUALS ARE PRESENT, TREAT BY GIRDLING A 3- WIDE STRIP AND
COATING THE SURFACE WITH GARLON 3AAT 25-50%.
ENGLISH IVY AND VINCA:
- APPLY FOLIAR SPRAY OF 2.5%GLYPHOSATE SOLUTION TO ENGLISH IVY AND
PERIWINKLE (VINCA MINOR).
- SEVER ALL ENGLISH IVY(HEDERA HELIX) CANOPY VINES AND TREAT CUT SURFACES
WITH 25-50%GLYPHOSATE OR GARLON3A.
MULTIFLORA ROSE AND WINEBERRY:
- APPLY FOLIAR SPRAY OF 3% GARLON 3A WITH SURFACTANT.
- FOR LARGE INDIVIDUALS, CUT NEAR GROUND LEVEL AND TREAT BOTH CUT STEMS
WITH GARLON 3AAT 25-50%.
PORCELAIN BERRY*, CHINESE YAM, JAPANESE HONEYSUCKLE*, &ORIENTAL
BITTERSWEET*:
- THOROUGHLY WET ALL LEAVES WITH A FOLIAR SPRAY OF GARLON 3A AT 3% WITH A
SURFACTANT. CLIMBING VINES MAYBE CUT AT GROUND LEVELAND BOTH CUT
SURFACES TREATED WITH GARLON 3A AT 50%.
HOSTA:
- OPTION 1: EXCAVATE AND REMOVE FROM SITE (PREFERRED).
- OPTION 2: APPLY FOLIAR SPRAY OF RODEO AT 3% WITH SURFACTANT.
GARLIC MUSTARD (IF PRESENT ON SITE)*:
- OPTION 1: HAND PULL. BAG AND REMOVE MATERIAL (PREFERRED).
- OPTION 2: APPLY FOLIAR SPRAY OF 2%SOLUTION OF RODEO WITH SURFACTANT.
THIS MAY CAUSE NON -TARGET DAMAGE.
BAMBOO:
- RETREAT SPROUTS WHEN THEY REACH 3-4 FT IN HEIGHT. THOROUGHLY WET ALL
LEAVES AND STEM WITH RODEO AT 10%STRENGTH WITH SURFACTANT.
KUDZU:
- CONTINUE METHOD OF ROOT CROWN REMOVAL.
- SEEDLINGS MAYBE HAND -PULLED.
- ALTERNATIVELY, THOROUGHLY WET ALL LEAVES WITH A 0.5% STRENGTH SOLUTION
OF MILESTONE VM OR USE CUT -STUMP METHOD WITH RODEO AT 25-50%.
JAPANESE KNOTWEED:
- CONTINUE TO TREAT WITH A FOLIAR SPRAY CONTAINING SURFACTANT, GARLON 3A
1%SOLUTION AND RODEO 2%SOLUTION.
BURNING BUSH, AUTUMN OLIVE, TREE -OF -HEAVEN:
- STEMS UNDER 2 FT. TALL MAYBE CONTROLLED BY THOROUGHLY WETTING ALL
LEAVES WITH A FOLIAR SPRAY OF GARLON 3AAT 3%.
- STEMS OVER 2 FT. SHOULD BE CUT NEAR GROUND LEVEL AND BOTH CUT SURFACES
TREATED WITH GARLON 3AAT 25-50%.
- IF LARGE INDIVIDUALS ARE PRESENT, TREAT BY GIRDLING A 3- WIDE STRIP AND
COATING THE SURFACE WITH GARLON 3AAT 25-50%.
ENGLISH IVY AND VINCA:
- APPLY FOLIAR SPRAY OF 2.5%GLYPHOSATE SOLUTION TO ENGLISH IVY AND
PERIWINKLE (VINCA MINOR).
- SEVER ALL ENGLISH IVY (HEDERA HELIX) CANOPY VINES AND TREAT CUT SURFACES
WITH 25-50%GLYPHOSATE OR GARLON3A.
MULTIFLORA ROSE AND WINEBERRY:
- APPLY FOLIAR SPRAY OF 3% GARLON 3A WITH SURFACTANT.
- FOR LARGE INDIVIDUALS, CUT NEAR GROUND LEVEL AND TREAT BOTH CUT STEMS
WITH GARLON 3A AT 25%.
PORCELAIN BERRY, CHINESE YAM, JAPANESE HONEYSUCKLE, & ORIENTAL BITTERSWEET:
- THOROUGHLY WET ALL LEAVES WITH A FOLIAR SPRAY OF GARLON 3AAT 3% WITH A
SURFACTANT. CLIMBING VINES MAYBE CUT AT GROUND LEVEL AND BOTH CUT
SURFACES TREATED WITH GARLON 3AAT 25-50%. A 50%STRENGTH SOLUTION OF
GARLON 3A IS RECOMMENDED FOR CHINESE YAM.
HOSTA:
- OPTION 1: EXCAVATE AND REMOVE FROM SITE (PREFERRED).
- OPTION 2: APPLY FOLIAR SPRAY OF RODEO AT 3% WITH SURFACTANT.
GARLIC MUSTARD:
- OPTION 1: HAND PULL. BAG AND REMOVE MATERIAL (PREFERRED).
- OPTION 2: APPLY FOLIAR SPRAY OF 2%SOLUTION OF RODEO WITH SURFACTANT.
IDEALLY THE SITE IS NOW PLANTED. CONTINUE ABOVE TREATMENTS WITH PREFERENCE
TO THE CUT STUMP AND MECHANICAL METHODS TO MINIMIZE COLLATERAL DAMAGE TO
NON -TARGET SPECIES.
SPECIAL CONSIDERATIONS TO:
- BAMBOO: CUT JUST ABOVE GROUND LEVEL BETWEEN STEM SECTIONS AND
IMMEDIATELY APPLY INTO THE STEM CUP A MIXTURE OF 20-25% RODEO.
- JAPANESE KNOTWEED: CUT JUST ABOVE GROUND LEVEL BETWEEN STEM SECTIONS
AND IMMEDIATELY APPLY INTO THE STEM CUP RODEO OR GARLON 3AAT 25%.
O SOME WEAK EMERGING STEMS MAY BE HAND -PULLED. DISPOSE OF MATERIAL
OFF -SITE.
- GARLIC MUSTARD:
O HAND PULL. BAG AND REMOVE FROM SITE.
�rI
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oc
7A
PROPOSED EASEMENT AP
13',3"Hi -- - ---------
Fa
L A—,
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I
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0
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0
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4"R. MAP
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TREAT INVASIVE GROUND
-------------- OF KNOTWEED, BAMBOO AND
-------- AND DISPOSE OF ROOT MASS
-, COVER AND VINES WITHIN ---------IVIUL -LORA ROSE - v - ----------O
EASEMENT ON THIS PARCEL
-- ------- ------ -- ------
----------
----------
------------------
------------
------------------
----
---------------
----------
---------------------------------------------------- --- --- : ____ ____ :----------------------------------------
____ ____ ________ -----:::::::- -------
-
'WAL
Tlocu---------
187�-qP
TR. M4
,f7
-------- --
--- -- ---- ---
IN WETLAND AREA, ONLY
CONDUCT PHYSICAL REMOVAL
WITHIN HATCHED AREAS - USE
CHEMICAL METHODS IN OTHER
AREAS WITHIN EASEMENT
-----------
ol
ITT
•
30" 60' 90,
(H0111—AL)

- 'A
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f
'PROPOSED CONSTRUCTION
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ENTRANCE OFF MOOSE
HEART LANE
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-- -- _- -- - --Oi EASEMENT TYP .SEE = - -
_=:COUNTY HOME ROAD =_ �-== -> ___ _= _ ___, - _ C DETAIL4 SHEET6.4. ` '
_
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Aef" c I e'sf' cam; A- IN EXISTING WETLAND.
MECHANIZED INVASIVE --" �I,l, '!'v��%% _ A
1 l
REMOVAL TO OCCUR FROM,-'
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0' 60' 120' 180' E w
(Hoalzo ) 3

SEE PROFILE
FOR LENGTH OF RIFFLE
�— B
TOP OF BANK
TOE OF SLOPE (TYP) FLOW
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE RIFFLE BOTTOM 30" MIN.
A A' WIDTH PER ,
TYPICAL SECTIONS
FLOW i 3' MIN.
IN(TYP)
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
EXTEND RIFFLE /
MATERIAL ON J
SIDE SLOPES Plan View
B
TYPICAL MIX SHALL BE 50% CLASS
B/1 MIX WITH 50% ONSITE
GRAVEL BED MATERIAL
(EST. 0.5 TON B/1 PER LF)
TYPICAL MIX, VARY
AS DIRECTED
18"MIN. RIFFLE INVERT PER PROFILE
EXTEND RIFFLE
TOP OF BANK (TYP)
MATERIAL ON
Profile A -A' SIDE SLOPES Section B-B'
NOTES:
1. PROVIDE PRICE FOR CONSTRUCTED RIFFLE ASSUMING ALL Constructed Riffle
6.1 Not to Scale
ON -SITE ROCK. SUPPLEMENTAL ROCK WILL BE USED AS DIRECTED
BY ENGINEER AND PAID PER TON.
CR-CR
HEAD OF RIFFLE ELEVATION
POINT PER PROFII
50% CLASS B/1 MIX WITH SALVAGED
ONSITE GRAVEL BED MATERIAL
FLOW
�18" MIN.
EXTEND RIFFLE BURY INTO BANK 3' MIN. (TYP OF
MATERIAL ON ALL PROTRUDING FEATURES)
SIDE SLOPES
LOG STRUCTURE
EXPOSED UNTIL
TOP OF BANK CENTER OF CHANNEL
OE OF SLOPE
y EXTEND RIFFLE
Log Section B-B' MATERIAL ON
SIDE SLOPES
NOTE
1. STRUCTURES SHOULD VARY IN SIZE AND
TYPE WITHIN EACH RIFFLE.
2. ROCK MAY BE SUBSTITUTED FOR LOGS AT
ENGINEER'S DISCRETION.
(2)jazz Riffle Structure
6.1 Not to Scale
Plan View
4NKFULL
0
;K MAY
JSED IN PLACE
_OGS AT
iINEER'S DISCRETION
IL OF RIFFLE ELEVATION
POINT PER PROFILE
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
THALWEG
TOP OF BANK
- 0.2' MAX.
HEAD OF RIFFLE ELEVATInN
POINT PER PROF
BURY INTO BANK 3' MIN,
CLASS B/1, FILL VOIDS
NORMAL WATER WITH ONSITE MATERIAL
SURFACE TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
EXTEND RIFFLE
MATERIAL ON
SIDE SLOPES
L NONWOVEN^
1/2 TO 2/3 EXTEND RIFFLE
BANKFULL MATERIAL ON
SIDE SLOPES
TOP OF BANK TOE OF
SLOPE
3' MIN.
(TYP)
' ' a
SALVAGED ONSITE GRAVEL BED
MATERIAL
Log Section B-B'
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
HEAD OF RIFFLE
ELEVATION POINT PER PROFILE
A
CLASS 1 STONE
OR SALVAGED
r ONSITE BOULDERS
MIN 0.5'x1'x1.5'
3" MAX
I
Section A -A'
IN FILL SITUATION,
ADD 30" OF BRUSH
AS FOOTER FOR LOG
ANCHOR STON
CLASS 1(TYF
TAIL OF RIFFLE ELEVAI
POINT PER PRC
3' MIN.
(TYP)
Rock and Roll Riffle
6.1 Not to Scale
SEE PROFILE
FOR LENGTH OF RIFFLE
+B'
Plan View
55° TO 650
FYP)
BANKFULL
L2" DIAMETER OR
3REATER,FOOTERED
KITH STONE (TYP)
I
L
V
CLASS B/1 MIX
i SALVAGED ONSITE
✓EL BED MATERIAL
BELOW ANGLED LOGS,
BOWL OUT BANK AND
INSTALL TRANSPLANTS
OR PLUGS (TYP)
B
Plan View
Q
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aw 3znmv
Z > wo �
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Hw s
i�
0�p
NOTES:
O
1. LOGS WITH ROOT MASS MAY BE USED IF
APPROVED BY THE DESIGNER
O 0
2. BOULDER MATERIAL CAN BE SUBSTITUTED IN PLACE
OF ANGLED LOGS WITH APPROVAL OF DESIGNER
U
x�
CLASS 1 STONE
OR SALVAGED
•�
ONSITE BOULDERS
U
MIN 0.5'x1'x1.5'
TAIL OF RIFFLE
- ELEVATION POINT
PER PROFILE
EXTEND RIFFLE
MATERIAL ON
SIDE SLOPES
CLASS 1 STONE RIFFLE INVERT PER PROFILE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'x1'x1.5'
MIN. VARIES PER TOP OF BANK (TYP)
r— BASEFLOW
EXTEND RIFFLE
MATERIAL ON
SIDE SLOPES Section B-B'
Nix W
•
4 Chunk Riffle
6.1 Not to Scale
E
3

Structure Dimensions
LENGTH OF
TIE T03BANKFULLAND SILL TRANSPLANT OR
INTO BANK 3' MIN. HEAVY LIVESTAKING
AS DIRECTED SALVAGED ONSITE
COBBLE/GRAVEL
PROTECTION BED MATERIAL
____ CTr1NF CLASS R/1
H(FT)
W (FT)
Y (FT)
0 (DEGREE)
/
1.4
3.5-4
25-30±
20±5(TYP)
VANEARM a
(Y _
J �Olz OF SLOPE TYP
B
Q
Z 0 w� m o
N
zSPLASH
�+w 00 nmz°
YLAI,t HtAUth BOULDERS -' -' -' --' -- -' -'
WITH V TO 2' CLEAR SPACE ASSUME 15'x2x2' PAD
HEADER LU6
INVERT
6 ro o
IL z i
BETWEEN ROCKS. (4 TON± PER STR.)
NO GAP BETWEEN FOOTERS
TOP OF BANK L
WIDTH
(W)
APPLY CONSTRUCTED
�w�Q�LLE
TOP OF BANK TYP
RIFFLE DETAIL
s
FL� H
S%
BETWEEN VANE ARMS
TOE OF SLOPE TYP
STRUCTURE INVERT �-
INVERT ELEVATION
PER PROFILE ) - EXCAVATE POOL
FOOTER LOG OR BRUSH
ELEVATION POINT
FLq& �� PER PROFILE ^
SCOUR EXTEND LOG INTO BED 5'
WITH BOULDER OR ROOTWAD ANCHOR
PER PROFILE
rPOOL
Section B-B'
PLACE BOULDER CLUSTER OR ROOTWAD
\ ANCHOR WITH TRUNK BURIED 10' INTO
Plan View
ON BOTH SIDES, INSTALL BOULDER OR CLASS B/1.NS4'�
A BANK TO PREVENT LOG FROM SHIFTING
W 20°-30°
CUTOFF SILL 3' INTO BANK. IN CUT, OR FURTHER IN
FILL WHERE SHOWN OR DIRECTED.
Q
SALVAGED ONSITE
B
A'
COBBLE/GRAVEL
FILTER FABRIC IN FILL
BED MATERIAL TO INVERT OF FOOTER
NOTES:
LQ
VANE ARM BOULDER OR CLASS B/1
OFFSET HEADER LOG
LENGTH CUTOFF SILL 3' INTO BANK 0.25' TO 0.5' UPSTREAM
1. APPLY SAME SECTION A -A' AND B-B' AS PER LOG 1-HOOK
(Y) IN CUT, OR FURTHER IN FILL
OF FOOTER LOG
DETAIL.
WHERE SHOWN OR DIRECTED
2. APPLY SAME NOTES AS DETAIL 1/6.2 AS APPLICABLE.
Plan View
HEADER LOG
TOE OF SLOPE
NOTES: FILTER FABRIC IN FILL
FOOTER
TOTAL DEPTH
1. ALL BOULDERS AND SPLASH/PROTECTION STONE IS PAID
OR BRUSH
4' (MIN)
SEPARATELY PER TON IN ADDITION TO PAY ITEM "EA" PER 1-HOOK ARM PROTECTION BRUSH
INSTALLED - SEE SPECS. (PREFERRED) OR APPROX. 2-3
2. DETAIL SHOWS CASE FOR LOG VANE WITH ROCK (BOULDER) HOOK. TON CLASS B/1 STONE FOR 12"
BUT ROCK VANE ARM SHALL BE SUBSTITUTED FOR BOULDER 1-HOOK. LOG VANE ARM HEADER &
NONWOVEN
FILTER FABRIC
3. WHEN LOGS ARE USED, MINIMUM DIAMETER MUST BE 12". USE FOOTER
FILTER FABRIC
EXTENDS 3' MIN.
ARM PROTECTION STONE AS SHOWN
Section A -A'
4. WHERE APPLICABLE, MINIMUM SIZE OF BOULDERS SHALL BE 2.5x2x2
5. WHERE SHOWN ON PLAN, CUTOFF SILL SHALL RUN LONGER THAN
TYPICAL MINIMUM.
(2) Log J-Hook (optional w/Boulder Vane Arm)
62 Not t� Crala
LOG -ROCK COMBINATION
1-HOOK
f�
ROCK ONLY IS DEPICTED AS SOLID
n
CJ
z Double Lo Vane
6 2 Not to Scale
Structure Dimensions
((FT ))
1.5
(�
O
+l)
� U
W
8-9
Y (
25±
O(DEGREE)
20±5
S (%)
5-8
SALVAGED ONSITE )
Y COBBLE/GRAVEL �
p 3� BED MATERIAL U Q
m N 12
p0 Y HEADER LOG
0 O N STREAM BED
NONWOVE
SALVAGED ONSITE ~ ~ C� FOOTER LOG
FILTER FABRIC
COBBLE/GRAVEL B TOTAL DEPTH
B' BED MATERIAL 20'-30' 4' (MIN)
LENGTH OF TOP OF BANK (TYP) HEADER ROCK
a Cis
:7 VAN(YARM TYPE 2 TOE OF SLOPE CHANNEL BED A
FILTER FABRIC EXTEND FILTER FABRIC
`\ LENGTH SHOWN ON PLANS IS X A 3-5' MIN. UPSTREAM
T OF SLOPE (TYP) THE APPROXIMATE LENGTH /�
B - - �e�-fig`- SPLASH ROCK Section A -A'
REClUIREDANDUSED TO / \
INVERT EXCAVATE POOL FOOTER ROCK DIFFERENTIATE REGULAR
f PER PROFILE FROM SPUR VANES
WIDTH / STABILIZE VANE INVERT ELEVATION
(W)EXTEND FILTER I I WITH ONE BOULDER PER PROFILE
FABRIC 5' MIN. 5' SCOUR ON EACH SIDE
— UPSTREAM POOL
i I FLOW
STRUCTUREINVERT Section A -A' / H
ELEVATION POINT B'
SLOPE r
PER PROFILE STRUCTURE INVERT ELEVATION HEADER ROCK EXCAVATE POOL / HEADER LOG
- PER PROFILE PER PROFILE
TOP OF BANK (TYP) z TRANSPLANT OR FOOTER LOG y
Plan View HEAVY LIVESTAKING Profile B - B' E „
b H pE S - r� AS DIRECTED �, o
TOE OF SLOPE TYP S 0 -_i`/`
r SPLASH PROTECTION I� Plan View >
ROCK, CLASS B/1,
ASSUME 15'x2x2' PAD EXTEND SILL MINIMUM OF 5'
SALVAGED ONSITE
COBBLE/GRAVEL
INTO BANK AT SLOPE S (SILL
AVEL FOOTER ROCK MAY RUN PERPENDICULAR TO
BED MATERIAL ARM AFTER ENTRY INTO BANK)
EXTEND FILTER NOTES:
FABRIC 5' MIN. 1. APPLY SAME NOTES AS DETAIL 1/6.2 AS APPLICABLE
R Profile View
Structure Dimensions
H (FT)
1.5
W (FT)
4±
Y (FT)
20-25
0(DEGREE)
20±5
S (%)
5-8
UPSTREAM
B B�
ol
xW
FINAL LAYOUT WILL BE DESIGNATED IN THE FIELD •
Rock Cross Vane NOTES:
1. APPLY SAME NOTES AS DETAIL 1/6.2 AS APPLICABLE
6.2 Not to Scale
4 Log or Rock Vane or Spur
62 Not to Scale
Vane
Spur
H
1.2-1.5'
0.7-1.3'
X
20-25'
15-20'
Y
4'
3-5'
Structure Dimensions
H (FT)
1.4
W (FT)
3.5-4

BACKF ILL 50/50 MIX CLASS
AND CLASS B STON
HIGH STRENGTH
DOUBLE STITCHED
"1" TYPE SEAMS.
10.�: DEWATERING
BAG
15' —
MAY BE HORSE SHOE SHAPED, ARCHED
(SHOWN), ANGLED OR IRREGULAR.
CONTRACTOR TO VARY OR SHAPE AS
DIRECTED.
HEADER BOULDER,
FO(1TFR Pni II f1FR
WIDEN BOTTOM WIDTH
POOL TO TYPICAL STRUCTURE
POOL DIMENSION
NONWOVEN'
FILTER FABRIC
BACKFILL
DEPTH 18"
MINIMUM
BY 3' LENGTH
BOTTOM WIDTH (TYPICAL SECTIONS)
ANCHOR BOULDERS 2' INTO
2-4" _ BANK (HEADERS AND
18" (MIN.) , — FOOTERS), BOTH SIDES
NONWOVENZFOOTER
FILTER FABRICERBOUMIDDLE
OF ROCK STEP 2-
LOWER THAN BANKS OF ROCK STEP
WIN IN SPOUT
HIGH STRENGTH
STRAPPING
FOR HOLDING HOSE
IN PLACE.
WATER FLOW i
FROM PUMP `•
FLEXIBLE
DISCHARGE HOSE
Inset "A"
Dewatering Bag
Rock Sill
6.3 Not to Scale
DEWATERING BAG
ING TERRAIN
8" of CLASS B RIPRAPi
OR WOODEN PALLETS
ILTER FABRIC
15' to 20'
NOTES:
i 1. INSTALL TURBIDITY CURTAIN AT DOWNSTREAM EXTENTS OF PROJECT BEFORE STREAM
_ WORK BEGINS. CURTAIN MUST EXTEND INTO STREAM FAR ENOUGH TO CAPTURE ANY
STREAM FLOW THAT CONTACTS WORK AREA.
2. TURBIDITY CURTAIN SHOULD BE SUITABLE FOR USE IN MOVING WATER AND INSTALLED
ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. INSPECT TURBIDITY CURTAIN
DAILY TO ENSURE PROPER FUNCTION.
- 3. WHEN THERE IS RISK OF FLOWING WATER COMING IN CONTACT WITH THE WORK AREA, A \
PHYSICAL FLOW DIVERSION SHOULD BE IMPLEMENTED AROUND THE ACTIVE WORK AREA
- TO MINIMIZE CONTACT BETWEEN THE WORK AREA AND ACTIVE FLOW OF THE STREAM.
-_ 4. WHERE FEASIBLE, RIFFLE OR STRUCTURE STONE MAY BE USED TO DIVERT FLOW TO THE
OPPOSITE SIDE OF CHANNEL FROM WORK AREA. OTHER STRUCTURES USED TO DIVERT
FLOW MAY BE APPROVED BY THE DESIGNER.
5. DEWATER SILT -LADEN WATER IN WORK AREA TO REMOVE VISUAL TURBIDITY.
DEWATERING INTO GRASS IS ACCEPTABLE IF TURBIDITY CAN BE REMOVED USING THIS
METHOD.
6. STREAM FLOW MAY BE REDUCED TO INCREASE EFFECTIVENESS OF FLOW DIVERSION BY
PUMPING A PORTION OF THE FLOW FROM ABOVE THE WORK AREA (NON -TURBID WATER)
AROUND THE WORK AREA AND DISCHARGING THE FLOW BACK INTO THE STREAM ALONG
A STABILIZED OUTLET.
pDq
10' MIN. BETWEEN 10' MIN. BETWEEN
SILT FENCE AND TOP OF BANK AND
TOP OF BANK STREAM BED.
PROVIDE STABILIZED
OUTLET TO STREAM
SILT FENCE
EAM BED
DEWATERING
PUMP
INTAKE HOS
WORK AREA
FLOW DIVERTED "1-_,,\,r
WITH ROCK
ACTIVE WORK AREA
10' - 15' ANGLE
A'
SILL ELEVATION
PER PROFILE (TYP)
fT
FLOW
BACKFILL'
\ OPTIONAL PARTIAL PUMP-AROUN\
IMPLEMENT CLEAN WATER PUMP
Plan View AROUND IF FLOW DIVERSION IS NOT
SUFFICIENT TO MINIMIZE CONTACT
BETWEEN WORK AREA AND ACTIVE
FLOW.
3 Sediment Management
6.3 Not to Scale
A 1
Plan View
HOSE
GRASS FILTER AREA OR
DEWATERING BAG
IF NECESSARY
(SEE INSET "A")
ADD ROOT WAD, BRUSH TOE,
OR TRANSPLANTS AS
DIRECTED BY ENGINNER
z Log Sill
6.3 Not to Scale
Nil
INSTALL TURBIDITY CURTAIN AT DOWNSTREAM
LIMITS OF PROJECT
SILL ELEVATION PER
12" - 16" DIAMETER LOG\ PROFILE
BACKFILL
FLOW
NONWOVEN FILTER FABRIC
POOL LENGTH PER PROFILE
11-1 POOL DEPTH PER PROFILE
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
4 Reserved
6.3 Not to Scale
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Q

WOODEN
STAKE(TYP)
6" MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
TOP OF BAN K
3' MAX.
SPACING
TOE STAKE
EROSION CONTROL
MATTING (TYP)\
TOE OF SLOPE
Plan View
TOP OF BANK
WOODEN STAKE (TYP)
SEE SPECIAL SEEDING NOTE
TOE OF SLOPE -
Section View
4„
18"
LI)
2„
f
SECURE MATTING IN
6" DEEP TRENCH IN SANDY SOILS
' SPECIAL SEEDING NOTE:
TOE STAKE (TYP) APPLY EXTRA JUNCUS SEED ALONG BANK
SLOPE THROUGHOUT PROJECT AREA
PRIOR TO APPLYING MATTING.
NOTES:
1. STOCKPILES STAGING AREAS SHALL ONLY BE
PLACED IN AREAS DESIGNATED ON THE PLANS.
2. SILT FENCE SHALL BE PLACED ON STREAM SIDE
OF ALL STOCKPILES.
3. STOCKPILES SHALL BE LOCATED A MINIMUM OF
50 FEET FROM STORMWATER DRAINS OR
INLETS.
MAINTENANCE NOTES:
1. ALL STOCKPILE AREAS AND SILT FENCES SHALL
BE INSPECTED AT LEAST ONCE PER WEEK OR
AFTER 0.25" OF PRECIPITATION WITHIN 24
HOURS.
2. SILT FENCE SHOULD BE INSPECTED FOR TEARS,
UNTRENCHED AREAS, OR OTHER FAILURES AND
REPAIRED WITHIN 24 HOURS
3. SEDIMENT SHALL BE REMOVED FROM BEHIND
THE SILT FENCE ONCE DEPTH REACHES 6"
4. ANY SOIL STOCKPILES LEFT IN PLACE FOR
LONGER THAN 7 DAYS SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED.
T. C+�Lr
Erosion Control Matting
6.4 Not to Scale
DIMENSIONS MAY VARY
BY MANUFACTURER BUT
SHALL BE SUBJECT TO
DESIGNER APPROVAL. SHALL
RESIST BREAKAGE PER SPEC.
Wooden
Stake
INSTALLATION NOTES:
1. USE 700 g/mz DENSITY COIR MATTING.
2. SEED AND MULCH SLOPES PRIOR TO MATTING INSTALLATION.
3. TOE STAKES TO BE USED AT TOP AND TOE. 12" WOODEN STAKES
MAY BE USED ON SLOPE FACES.
MAINTENANCE NOTES:
1. ALL EROSION CONTROL MATTING SHOULD BE INSPECTED AT LEAST
ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION WITHIN 24
HOURS.
2. ANY MATTING FAILURES SHOULD BE REPAIRED WITHIN 24 HOURS.
3. TENTING (EROSION OCCURRING UNDERNEATH INSTALLED
MATTING) WILL REQUIRE PEELING BACK MATTING, REPAIRING ANY
RILLS, AND REAPPLYING THE MATTING.
s Stock ile and Staging Areas
6.4 Not to Scale
1
\ 12.5 MIN.
SILT FENCE
INSTALLATION NOTES:
1. USE WIRE A MINIUM OF 32" IN WIDTH AND
WITH A MAXIMUM 6" MESH SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRES AS DIRECTED BY THE ENGINEER.
3. PROVIDE 5' STEEL POST OF THE
SELF -FASTENER ANGLE STEEL TYPE. ANGLE
STEEL TYPE.
MAINTENANCE NOTES:
1. ALL SILT FENCE SHOULD BE INSPECTED AT
LEAST ONCE WEEKLY OR AFTER 0.25" OF
PRECIPITATION WITHIN 24 HOURS.
2. TEARS IN THE FENCE, UNTRENCHED AREAS,
OR OTHER FENCE FAILURES SHOULD BE
REPAIRED WITHIN 24 HOURS.
3. SEDIMENT TRAPPED BEHIND SILT FENCE
SHOULD BE CAREFULLY REMOVED ONCE
DEPTH REACHES 6".
20'
20'
a a
z
nl..., Nfi-,
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
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FILTER FABRIC
COMPACTED FILL
EXISTING GROUND
4�
O������
L�
8„
j
STEEL POST
2'-0" DEPTH
EXTEND FABRIC 4
INTO TRENCH
z Temporary Silt Fence
6.4 Not to Scale
0
NO. 57 STONE OR EQUAL SIZE ONSITE STONE 1
CLASS B
INSTALL AND MAINTAIN TWO TO THREE RIPRAP OR EQUAL SIZE
CHECK DAMS LOCATED AT (RIFFLE MATERIAL MAY BE USED)
DOWNSTREAM LIMITS OF PROJECT.
nl„- Ali-,
2'MIN. SPILLWAY CREST
NO. 57 STONE (OR EQUAL) 4 INCHES
WIDE ON UPSTREAM FACE
FLOW CLASS B RIPRAP (OR
'VARIES
T
v
Q
20'
20'
WORK MAY MAY ,I
FLOW
5' MIN.
VARY
AREA
VARY
Section A -A'
NOTE:
TOP OF BANK
z/3 STREAM
1.
INSTALL AS DIRECTED
BELOW ACTIVE WORK
WIDTH
6"
AREA CAPTURE
CONTRACTOR SHALL REMOVE
,�
6
SEDIMENT. Profile View
SEDIMENT WHEN DEPTH
REACHES 9".
-
CLASS B RIPRAP (OR EQUAL)
VARIES
MAINTENANCE
NOTES:
x W
1.
ALL ROCK SILT CHECK DAMS SHOULD BE INSPECTED AT
TOE OF SLOPE
Section B-B'
LEAST ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION
�
N _
WITHIN 24 HOURS..
2.
ROCK SILT CHECK DAMS COLLAPSING, WATER BYPASSING
THE DAMS, OR OTHER DAM FAILURES SHOULD BE
REPAIRED WITHIN 24 HOURS.
Terriln�Orar Rock Silt Check Dams
yy
-
3.
SEDIMENT TRAPPED BEHIND ROCK SILT CHECK DAMS
�Y
E
SHOULD BE CAREFULLY REMOVED ONCE DEPTH REACHES
6.4 Not to Sca e
m
9".
dog

WOODEN BRIDGE MAT(S)
OPTIONAL
SUPPORTLOG
12" 4 MIN.
INSTALLATION NOTES:
WATER DIVERSION
CHANNEL
3- (MIN)
5'(TYP)
FILTER FABRIC
B STONE
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT OR BELOW NORMAL BASEFLOW.
2. BRIDGE MATS SHALL BE PLACED FROM ABOVE RATHER THAN DRAGGED INTO PLACE.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.
4. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
5. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER CHANNEL.
6. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.
7. CONTRACTOR SHALL DETERMINE APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT USED.
8. PLUG GAPS BETWEEN MATS WITH FILTER FABRIC TO PREVENT LOSS OF SOIL THROUGH GAPS.
MAINTENANCE NOTES:
1. ALL TEMPORARY STREAM CROSSINGS SHOULD BE INSPECTED AT LEAST ONCE WEEKLY OR AFTER
0.25" OF PRECIPITATION WITHIN 24 HOURS.
2. IF EXCESSIVE SEDIMENT IS BEING TRACKED ON TOP OF MATS THEN REMOVE WITH SHOVEL AND
DISPOSE OF PROPERLY.
3. TERRACE SLOPES ENTERING AND EXITING FROM CROSSINGS MUST BE WELL MAINTAINED. DIVERT
SURFACE RUNOFF AWAY FROM CROSSINGS, APPLY WATTLES AT THE END OF EACH DAY WHEN
RAIN IS ANTICIPATED, APPLY SURFACE STONE AS NECESSARY.
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOM EN DE D COLOR
N/A
"INTERNATIONAL ORANGE"
TENSILE YIELD
ASTM D638
AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH
ASTM D638
AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK )%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERTTO MOST CHEMICALS AND ACIDS
Q
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✓W LL
i�
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
ORANGE SAFTY
FENCE
"T" OR "U" POST DRIVEN
MINIMUM OF 18" INTO GROUND
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
El El El El El El El El ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4' MIN.
(2) Temporary Stream Crossing Bridge Mat I I
6.5 18"MIN.
Not toScale
z Safety Fence
6.5 Not to Scale
io
I a
I ° I�
MAINTAIN LOW FLOW THALWEG
THROUGH CROSSING
nl„- Ali—,
LASS A/B STONE
WATER DIVERSION WATER DIVERSION
CHANNEL 12„ CHANNEL
NOTES:
1. FORD CROSSING SHALL BE INSTALLED PERPENDICULAR TO CHANNEL
BANKS.
2. DURING CONSTRUCTION MAINTAIN DIVERSION CHANNEL TO INSURE
RUNOFF DOES NOT ENTER CHANNEL.
3. ENGINEER SHALL DETERMINE APPROPRIATE FORD DIMENSIONS.
3 Ford Crossing
\,L5j Not to Scale
NOTES:
1. ALL EQUIPMENT MUST CROSS SEWER
EASEMENTS AT LOCATIONS DESIGNATED IN
THE EROSION AND SEDIMENT CONTROL
PLAN WITH SEWER PROTECTION STONE IN
PLACE.
NE TRACK
TH MIN.
BALLAST STONE, WITH 6"
MINIMUM DEPTH AT CENTER
LINE OF EASEMENT
31w
TYPE 2 NON
WOVEN FABRIC
� Iw
w 1
ProLView
EXISTING
SEWER PIPE
n Sewer Protection Stone
6.5 Not to Scale
Cl
INSTALLATION NOTES:
PUBLIC ROAD
�— 12'
RY)
1. PROVIDE TURNING RADIUS SUFFICIENT
TO ACCOMMODATE LARGE TRUCKS.
2. LOCATE CONSTRUCTION ENTRANCE AT
ALL POINTS OF INGRESS AND EGRESS
UNTIL SITE IS STABILIZED.
3. PLACE FILTER FABRIC BENEATH STONE.
4. REMOVE STONE UPON COMPLETION
UNLESS DIRECTED OTHERWISE.
MAINTENANCE NOTES:
1. ALL CONSTRUCTION ENTRANCES SHOULD BE INSPECTED AT LEAST
ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION WITHIN 24 HOURS.
2. EXCESSIVE AMOUNTS OF SEDIMENT SHOULD BE REMOVED FROM
THE CONSTRUCTION ENTRANCE IMMEDIATELY.
3. ANY SEDIMENT TRACKED ONTO PUBLIC ROADS SHOULD BE CLEANED
g
IMMEDIATELY AND THE SOURCE OF THE SEDIMENT ADDRESSED.,
u J
•
6 Construction Entrance
6.5 Not to Scale
E
3

PLACE CLASS 1 RIP -RAP TO —
12" VERTICAL DISTANCE ABOVE
STREAMBED AS SPECIFIEDON
THE DRAWINGS
MIX IN TOPSOIL SOIL, APPLY
RIPARIAN AND JUNCUS SEED AND
PLUG BETWEEN STONE WITH
HERBACEOUS PLUGS
BACKFILL
STREAMBED
WITH NATIVE
MATERIALS
WRAP 700 g COIR MATTING
OVER FIRMED SOIL LIFT,
MAX LIFT 18"
ABOVE RIP -RAP
EXTEND TWO FEET
BEYOND TOP OF BANK
TOE IN 12 INCHES
EXIST. GRADE
12"
12"
TOE STAKE AS DESCRIBED
IN EROSION CONTROL
MATTING DETAIL MAY BE
USED ATGRADE IN LIEU
18"MIN. OFTRENCHING IN STAKE
FILTER FABRIC
OVERLAP 6"
MINIMUM
CONCRETEENCASEMENT
AS SPECIFIED
STREAMBANK RESTORATION DETAIL
N.T.S.
1 MSD Streambank Restoration (Adapted)
6.6 NottoScale
O I{ A N N E L
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FLOW
AA'
EROSION CONTROL MAT
T
NOTES:
1. APPLY TO ALL OFFLINE SECTIONS AT BOTH
THE EXIT AND REENTRY POINTS. THIS
PRACTICE SHALL BE INCIDENTAL TO
EARTHWORK.
I� 20' �I
Plan View
COMPACTED SELECT
CHANNFLBACKFILL
Channel�Channel Plug
6.6 Not to Scale
ROCK OR EARTHEN CHECK
DAM, AS DIRECTED
WHERE FLOW IS COMING
FROM UPGRADIENT
THROUGH SWALE OR PIPE
z Flood lain Depression
6.6 Not to Scale
PLACE SOIL EXCAVATED DURING
TRENCHING ON UPHILL SIDE OF ROLL
DRIVE STAKES
IN ON ALTERNATING
SIDES OF ROLL
6'-0'.+.,w 6--0--
MAX. MAX.,' �
**
yy
y F
1�
1"x1"x24" WOOD STAKE,
6' O.C.
8-10" DIA. FIBER ROLL
OF STRAW & BURLAP \
TWINE MESH
SOIL EXCAVATED IN
TRENCHLINE SHALL BE
PLACED ON UPHILL
SIDE OF ROLL
L 2" MIN
4" MAX
Section View
Section A -A'
FLOW
aN SHEETS.
LOW FROM
D BY
JSTM ENTS AS
E SIZE.
H EARTH FOR
TION ARE
'RESSIONS -
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OVERLAP ROLL EDGES 12"
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AND SECURE TO PROVIDE
ATIGHT101NT
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NOTES:
o
1. FIBER ROLLS WILL BE IN PLACE IF GRADING OCCURS
y
BETWEEN OCTOBER 1 AND APRIL 30.
2. FIBER ROLLS WILL BE PLACED AT THE LIMITS OF
GRADING IN LOCATIONS WHERE THE LAND IS SLOPING
N x w
TOWARDS THE PROPERTY LINE WHERE THERE IS LESS
THAN A 20 FOOT BUFFER OF PRESERVED EXISTING
VEGETATION BETWEEN THE LIMITS OF GRADING AND
THE PROPERTY LINE. FIBER ROLLS MAY BE PLACED AT
OTHER LOCATIONS AS DIRECTED BY THE DESIGNER
v
mil/
R011
Roll
�SMPFiber
3. INSTALL FIBER ROLL ALONG CONTOUR. RUNOFF MUST
w
6.6 Not to Scale
NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL.
m
z

FLOW
NOTES:
1. OVEREXCAVATE BEYOND TOE OF BANK.
2. INSTALL ALTERNATING LAYERS OF LOGS, BRUSH/WOODY DEBRIS
(SMALL BRANCHES AND ROOTS COLLECTED ON -SITE) AND LAYERS
OF BACKFILL (BED MATERIAL) TO FILL ANY VOID SPACE. LIGHTLY
COMPACT BRUSH/WOODY DEBRIS LAYER.
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL
AND IS INSTALLED POINTING SLIGHTLY UPSTREAM FROM
PERPENDICULAR.
4. CLASS 1/A/B AND GRAVEL MIX OR EQUAL STONE MAY BE
SUBSTITUTED FOR OR SUPPLEMENT BRUSH TOE WHERE ON -SITE
BRUSH IS LIMITED (AT DISCRETION OF ENGINEER) - MUST BE MIXED
WITH ONSITE OR GRADED MATERIAL TO FILL VOIDS.
5. INSTALL TOPSOIL NEAR TOP OF BRUSH, PLACE LIVE CUTTINGS WITH
GOOD CONTACT TO SOIL. CUTTINGS TO BE A MIX OF SILKY
DOGWOOD, SILKY WILLOW AND NINEBARK AND AT LEAST 36" LONG.
6. NUMBER OF LIFTS AND LIFT OFFSETS MAY BE ADJUSTED BY
ENGINEER BASED ON FIELD CONDITIONS.
7. SEED AND MULCH TOP OF EACH LIFT BEFORE SECURING MATTING.
B
B
MIX IN BED/BANK MATERIAL THAT
CAN SUPPORT HERBACEOUS
VEGETATION
Plan View
P
,O d
,OE
CONFORM TO NATURAL
CHANNEL/BANK CONTOUR
NORMAL
BASEFLOW
NORMAL
BASEFLOW
TOP OF BANK
APPLY JUNCUS SEED AND JOINT PLANT
HERBACEOUS PLUGS EVERY 1'
Vegetation PLUG PLANTING MAY REQUIRE SELECTED
SURFICIAL STONE REMOVAL, ADDITION OF
SOIL AND REPLACEMENT OF STONE
NOTES:
1. STONE SHALL BE SIMILAR TO RIFFLE STONE AND AHIGH
PERCENTAGE OF EXISTING NATURAL OR NATURALIZED
STONE IS PREFERRED FOR AESTHETICS
2. JOINT PLANTING WILL REQUIRE SOME REMOVAL OF
SURFICIAL STONE, INSERTING HERBACEOUS PLUGS
WITHIN THE RESULTING GAPS/JOINTS, BACKFILLING WITH
2-4 INCHES OF SOIL AND FINALLY REPLACING THE
REMOVED STONE BACK IN PLACE,
3' BRUSH TOE
DEPTH INTO BANK
6" SOIL DIVERSION BERM
PER ENGINEER'S DISCRETION
COMPACTED SOIL
WITH 3-5% ORGANICS
DORMANT BRUSH CUTTINGS ELEV. 3 ABOVE
6" MAX. SPACING, SEE SPECIES TABLE DOWNSTREAM
RIFFLE INVERT
Plan
1 Geolifts with Brush Toe
6.7 Not to Scale
COIR MATTING
(PINCHED UNDER STONE)
3-6"
TOP OF BANK
APPLY AND COMPACT SOIL TO EXISTING
ERODED BANKS WHERE APPLICABLE
USE TOE STAKES TO STAKE IN MATTING
IN SUCH CASE
Section B-B' APPLY TO SURFACE AS AN 8-14"
THICK LAYER OF CLASS B/1
MATERIAL
n Stone Protection
6.7 Not to Scale
OF EROSION CONTROL
IVARIES
'ACKED BRUSH. WOODY DEBRIS
i MATERIAL TO BE
-LED VARIABLY
I TO 6" PROUD AT
R LEVEL
ge.15701 rov
�:
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
RIFFLE BOTTOM
WIDTH PER FLOW
TYPICAL SECTIONS
I
REFER TO TYPICAL SECTIONS
V SOIL LIFTS WRAPPED IN CF700 COIR MATTING
TOP OF BANK
27 GV'C\\ \/ EXISTING GRADE
BASE FLOW
REFER TO TYPICAL SECTION
/ INVERT OF PO �x/\\�//�/\ FOR BANK SLOPES
NATIVE SOIL
DENSELY PACKED BRUSH, COMPACTED BACKFILL TO
WOODY DEBRIS ACHIEVE DESIGN PROFILE
GRAVEL/SAND BACKFILL
Section A -A'
(Pool Application)
SEE PROFILE
FOR LENGTH OF RIFFLE
B
Geolift
Live Brush Cuttings
Species Name
Common Name
Stratum
percentage
of Stems
Corpus amomum
Silky Dogwood
Shrub
70
Salix sencea
Silky Willow
Shrub
30
WHEN CONSTRUCTED IN GROWING SEASON, APPLY 2 PLUGS PER LF
INTO MATTING. LIVESTAKE AT NORMAL RATE DURING SUBSEQUENT
DORMANT SEASON.
A
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
3" TO 6" DIAMETER WOODY
DEBRIS WORKED INTO RIFFLE
SUBSTRATE
MICRO POOL HABITAT
BEHIND LARGER WOODY DEBRIS
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
B' 3" TO 6" BRUSHY MATERIAL
TOP OF BANK WORKED INTO ROCKY SUBSTRATE
MICRO POOL HABITAT
BEHIND LARGER TOE OF SLOPE
WOODY DEBRIS Plan View -�-
SALVAGED ONSITE
COBBLE/GRAVEL LOG EXPOSED 1" TO 3" ABOVE
BED MATERIAL FINISHED RIFFLE ELEVATION
EMBED/BURY INTO BANK 3' MIN
n Woody Riffle
6.7 Not to Scale
Section B-B'
T
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must Include:
business hours)
(1) Rain gauge
Daily
Dally rainfall amounts.
aintained in
If no dairy rain gauge observations are made during weekend or
good working
holiday periods, and no Individualdayrainfall Infoltnatlon Is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
�zaro.' The permittee may use another rain monitoring device
approved bythe Division.
(2) E&SC
At least once per
1. Identification of the measures inspected
Measures
7calendar days
2. Date and time of the inspection,
and within 24
3. Name ofthe person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch In
property,
24 hours
5. Description of maintenance needs for the measure,
6. Description evidence, and date of corrective actions taken.
(3)Stormwater
At least once per
1. Identification of the discharge outfalls Inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls is Dos)
and within 24
3. Name ofthe person performing the inspection,
hours of a rain
4. Evidence of Indicators of stermwater pollution such as oil
event >1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description evidence, and data of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation Is found outside site limits, then a record
site
7calendar days
of the fdlowinR shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a min
the site limits,
event 11.0 inch in
2. Description evidence, and date of corrective actions taken, and
24 hours
3. An explanation a s to the actions taken to centrol future
releas
(5)5treams or
At least once per
If the stream or wetland has increased visible sedimentation or
wetlands nsite
7calendar days
cream has visible increased turbidity from the construction
r offsite
and within 24
activity, then a record of the fallowing shall be made:
(where
hours of a raln
1. Description, evidence and date of corrective actions taken, and
-Bible)
event>1.0 inch in
2. Records ofthe required reports to the appropriate Division
24 hours
Regional Office per Part III, Seaton C, Item (2)(a) ofthis permit
of this permit.
[G) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
s, clearing and gmhbing, installation of storm
measures
drainage facilities, completion of all landdisturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
es have been provided within the required
imefrs o ssumnre thatthey will be provided as
as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The
following items pertaining to the E&SC plan shall be documented in the manner described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviatefrom the
ofthe approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved EASE Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required uponthe
initial installation ofthe E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy ofthe approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion ofthe
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements forall E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy ofthe approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion ofthe
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made duringthe previous 30 days. The permittee shall record the
required observations on the Inspection Record Form provided by the Division or a similar
inspection form that includes all the required elements. Use of electronically -available
records in lieu ofthe required paper copies will be allowed if shown to provide equal access
and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available upon
request. [40 CFR 122.41]
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless ofvolume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within24hours, an oral orelectronic notification.
deposition in a
• Within 7 colendardays, a report that curtains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303Idl list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections orapply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
Within 24hours, an oral or electronic notification. The notification
release of
shall include information aboutthe date, time, nature, volume and
hazardous
location ofthe spill or release.
substances per Item
1(b) (c) above
(c)AntidiaAad
A report at least ten days before the date ofthebyposs, ifpossible,
bypasses [40 CFR
The report shall include an evaluation ofthe anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
Within24hours, an oral orelectronic notification.
bypasses [40 CFR
• Within 7 calendar days, a re port th at i relud es an evaluation of the
122.41(m)(3)]
q uality and effect of the bypass.
(e) Noncompliance
• Within24hours, an oral oral notification.
with the conditions
• Within7colendardays, a reportthat contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and ifthe noncompliance has not
health .,the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on
e-by-c a basis.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19 1
04
'S
25
Xi
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGo1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed rovered with straw cr
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
ITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
even �. W,� .TM ro•• •„�
CONCRETE WASHOUTS
ONSITE CONCRETE WASHOUT
STRUCTURE WTH LINER
�,,�M.i
aa- as T M; u VIM -
a a
a a
a
ABOVE GRADE WASHOUT SiRUCRIRE
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/191
25
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