20191214 Ver 1_EC Submittal Set_20190912

Lake Lynn Greenway Repaving
I GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
7921 RAY ROAD, RALEIGH, NC
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
PROJECT # WAKE -2019-102
EROSION & SEDIMENTATION CONTROL PLAN
2nd Submittal: August 9, 2019
PROJECT TEAM
SHEET INDEX
S&ME
3201 Spring Forest Road
Raleigh, NC 27605
PH: [phone]
Geotechnical Engineer:
Kevin Nadeau, P.E.
PH: [phone]
[e-mail]
SITE DATA
SITE DATA
--------------
-----------------------------------------
C-0.0 COVER SHEET
OWNER DEVELOPER:
0774-96-3627
----------------------------4'
Y
0
C-1.0 EXISTING CONDITIONS
OF RALEIGH
R-4
.....
......CITY
' PARK
C-2.0 OVERALL TRAILCONSTRUCTION PLAN
PARKS, RECREATION AND CULTURAL RESOURCES
N/A
PROPERTY
N/A
222 West Hargett Street
35.890025
a
a`
C-2.1 CONSTRUCTION ACCESS PLAN
Raleigh, NC 27601
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NEUSE
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C 2.2 EROSION &SEDIMENTATION CONTROL PLAN
ontact:
3.83 JAC
----------------------------
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-
C 2.3 EROSION &SEDIMENTATION CONTROL PLAN
David Bender
------------
C-2.4 EROSION & SEDIMENTATION CONTROL PLAN
Greenway Capital Projects Manager
PH: [phone]
--------------
C-2.5 EROSION & SEDIMENTATION CONTROL PLAN
[e-mail]
--
C-2.6 EROSION & SEDIMENTATION CONTROL PLAN
TRAIL SEGMENTS
C-2.7 EROSION & SEDIMENTATION CONTROL PLAN
SEPI, Inc.
IN THIS PROJECT
C-2.8 NCGO1 GROUND STABILIZATION, MATERIALS
1 Glenwood Avenue, Suite 600
i
HANDLING
Raleigh, NC 27603
PH: [phone]
--------------------
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hho�eh
C-2.9 NCGO1 INSPECTION, RECORD KEEPING,
--------------
Ra ---------------
REPORTING
Landscape Architect:
Jeff Westmoreland, PLA
.................
C-2.10 EROSION CONTROL NOTES
PH. [phone]
1 e
C-2.1 1 1 EROSION CONTROL DETAILS
'westmoreIand@se p iinc.com-------------
�
S&ME
3201 Spring Forest Road
Raleigh, NC 27605
PH: [phone]
Geotechnical Engineer:
Kevin Nadeau, P.E.
PH: [phone]
[e-mail]
SITE DATA
SITE DATA
SITE ADDRESS
7921 RAY ROAD
PARCEL ID
0774-96-3627
EXISTING USE
PARK
EXISTING ZONING
R-4
RIVER BASIN
NEUSE
FLOODPLAIN
N/A
WATERSHED OVERLAY DISTRICT
N/A
DRIVEWAY ENTRANCE LATITUDE
35.890025
DRIVEWAY ENTRANCE LONGITUDE
-78.697473
RIVER BASIN
NEUSE
WATERSHED
CRABTREE CREEK
TOTAL DISTURBED AREA
3.83 JAC
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's be1OW.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES OR OF ANY OTHER PERSONS.
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COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
ISSUE: I NC DEQ - E&SC Plan 1 06.05.2019
REVISIONS:
1 st Review Comments 1 08.09.2019
PROJ. MGR: I J. WESTMORELAND I
IDRAWNBY: I N. YOUNG I
ICHECKED BY: 1 J. WESTMORELAND 1
COVER SHEET
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IN SITE NOTES:AfL LEGEND:
{-7
EXISTING PROPERTY LINE 1EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
—
�) , ' / , /, l �'\` , '- 1 I1JJJ 1 IIII ( 1v/ I/
� 1 � � yt-ra-}-(' 1 rT`^" \-- 1 / r �f / /r,�/ / ! 1 / / // // �✓ �' 11/ j '/ I y I I' J�`(✓ l I 111 ( _ - - - - - - _ AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
1, ( / I , \ 1 / _ // /' V- '/l +� // �l\(ll - �,'- I ( F , j �j ,III 1( , 1 I ; \\\ \ EXISTING GREENWAY EASEMENT THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
_/� ✓ \ / /rte _ - _G l I LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
1 I 1 I_ J / � l �/ /// a / / a\\\� 1_ 1J�(I - � �.�A 111 - - - - - - - -
'ter\t
J l .- \ 1� \ EXISTING UTILITY EASEMENT
llJ i / , /J�/////// r (I t l_ I/ /r / ^� \ // l 9f ^ _o; _ l \ \ I I \
�
l = �_\ \ �, / // T / / \ 1 \ \ 111 \ OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
\ \\`uC` � EXISTING CONTOUR
Il ////,/ \ ---- \ / / �•''rJ �1 (� '?� --\ \\\\^ T/jjZ.�
r -r /\ /' // I \ I r r / \ //(\ ^\\ \\ + I Ili'„f' I "\` \� - - - - - - - - - - - EXISTING STORM DRAINAGE PIPE 2. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
\� 1 , 1 >' 1 Irr ) 1 / J l �'
\�V I ✓'/(flI I (/ j r(
1 GLENWOOD AVE, SUITE 600 I RALEIGH, NC 27603
PHONE [phone]
/ 1 , 1 1 1 J I I1 „\/ l/ ji �1 NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
/ ".<�/' / ❑ , J \ �` �\`�' I t 1 II11 1 I \ l ' I I1/ / // / ��/i �' /'! % �f ,� \(\ 1 I I 1 rJ / / ' _ LD LD LD PROPOSED LIMITS OF DISTURBANCE
1 / - / ✓ / / �` f I l l I/// �f �- �\\ a I I � REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
\l �' �, ✓I/ _\� \ // (Jl '/! _- l\
SF SF SF PROPOSED SILT FENCE REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
(' \`\\ \\ \ 1 \ t lllr �\ / / / - f/ \ \\\/ 1 ALLOWED WITHOUT APPROVAL BY THE OWNER OR ENGINEER.
/ I \ �,\ \ `` ;/ ' PROPOSED TREE PROTECTION FENCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
/ _ _ TP TP TP
\t �,,\\\\\\\\1 �\\�.-�/i / , _/tel- \ \\
/`�\�l y ,//r ^-\\ �`1
/ , ✓ Y \ \ J \\ \\ > \\/ -, - COMMUNITY / //i ' / �% „ -- \\ \ / \\\\ I - \\\ a > > l
\ 1 \ \ \ Z A,", \\, \ 1 -J /y // ,/ rte!' , \\ \i> l( > / r T • � TEMPORARY CONSTRUCTION 3. NO CONSTRUCTION VEHICLES, EQUIPMENT OR MATERIALS ARE PERMITTED
\\ \\ \ \ CENTER ,/r / /. / r�� moi/ \ \T\ \ \\\ \ 1 l \\\ / / l
I
�\\\\ \1\,\ AKE_LY G J PARKING -' / 1 y /�/r/ �` �`\\ \ �`\ , I \�<\ <� \\` �I Il / j / I ACCESS ROUTE ON BOARDWALKS.
ti
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5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. PINETOW N, NC 278653
I
NI _ %✓ 1 o : � / � \\ ), \ _ f
�,� �,,, /.,✓/ \ \ 1 \ \ f i TEMPORARY CONSTRUCTION
1 r T \ \ - II Idll \\ R I , d �/ - - _ !` , ;:•. �/d/'"/ - ` \� \�\ �j I I \\\ ` / \� �` 1 4. THE CITY IS RESPONSIBLE FOR OBTAINING ACCESS/ENCROACHMENT
1J( \ \ l i ENTRANCE
/ \\ \\ \\ �;;:;'" r/ �- , 1 I \ J l AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
'' of I �' ) \ / / \ \ I \ 1 \�\ CONTRACTORS SHALL VERIFY WITH THE CITY THAT THESE AGREEMENTS ARE IN
J , = ( ( r a \\\l \�\ / ��l\\ �” TEMPORARY LAYDOWN AREA
J 1 -• PLACE PRIOR TO STARTING WORK ON ANY PROPERTY NOT OWNED BY THE
PHONE [phone]
se iinc.com
1 �i :. •:r < \\�
\ 1 N`l. I1J' 1 %,r VC
�\ --- / /Y \ ` 1 \ I f I,\\ \-- r/L. \1` \/ `
/''% / \L11�•\`\\ ./ //r��,. .:. r/ �\\� \ I t� \\ _ \ , ��, ( / / / \ \ \\ \ I CITY OF RALEIGH.,-
\ \\ / ::ii:•'''' /s ✓�`\ 1 \ \ Va -,U/1 /fJ I l \ \\ \\ \ EXISTING ASPHALT TRAIL TO BE REMOVED
:::: :••\\ v \ \ \ APPROX. LOCATION BASED ON G.I.S.
! / \ // - - ��\ / r - lJ/ 5. PRIOR TO BEGINNING ANY WORK OR ESTABLISHING CONSTRUCTION ACCESS
` _- =_ __ - _Jr ` ' / Ilr ` 1 / / 1 1 \ / \ / .k /�� J 1 �\ \\� \ \ MAPPING)
�;-� SEGMENT FOCUS AREA 1�.� FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
�/ ' J _! PROPOSED ASPHALT TRAIL PROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
f \` - �/ ° 1 / - \ APPROX. LOCATION BASED ON G.I.S.FOR
l r .�, y-,. /r� �Il SEE SHEET C-3.1 � .\ / r _ ,- r�y \,\ „ �- � (
- I �- ••• II / ( )' / / - `
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K \
) I 0 3 WORKING DAYS
_\� BEFORE YOU DIG
THE LOCATION OF
UNDERGROUND FACILITIES
_-� ( ,
m/ 4�l MAPPING) 6. TEMPORARY CONSTRUCTION ACCESS AUTHORIZATION HAS BEEN IDENTIFIED
A \' \
\� /\Y // �� /' l L �J 'II\\<5��1 \\ AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
/, ✓
/ \ /
/ `\ / / 1 \ \ PROPOSED
� /,r/� \v% � �' � `\ �� \, - \ \ \ BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
\ , 11 /// / J \ \\ /� 1 ` �� % 5��'- \ \ \ \ �\ COST TO CONTRACTOR.
(`�/'��l � � ,.,,� ti• _ •� \ \ ^ � �
�\
--
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
TRAIL SEGMENT IDENTIFIER 7. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
ADJUSTMENT TO FINISHED GRADE.
\ \ AN \ \ \ , I I (
/ °1 �� , \ ) \ I ( %� ' I , I I I I
`` 1
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
8. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
/�✓ r-�h, ��\ 4. 111 \ /� ` / ,;�� ,; / / r f, r/ \` \ �� `` _,;(r /Ir^ �; �t / I I
\-__\\x`,�/ (SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
- - �,/ r > / 11 l �� 11, / r / / '1 / \ \ - 3 / \\ / 1 , r /\ ~\\ ` `\ I MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
I I
A EVALUATE PIPE SIZE REQUIREMENTS.
(111 I (I 1 , SEGMENTA _ / \\�_1 _� / r /YIc� Cy \ (� \� (
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
\ /, ` �\ - \\ - -,' /F \` \11\ \\ \ \` �\ ( \
' / - - - - =/ I 1 I I I �( I II - / -\ ` I _� c \ I \\ \\ -� \` ( ��' P \ 9. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
_ v r� - / __ _� 1 fi � SEE SHEET C 3.2 �, \ \ \ I
�� `� / 1/ BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ELEV. 349),
IIII \ .I \ I I \ 111 L - IIj J\ V4\_
I FILL MAY NOT BE IMPORTED TO ACHIEVE ADEQUATE COVER. IN THIS CASE,
�/y-EITHER THE PIPE SHALL BE LOWERED OR EARTH FILL SHALL BE CUT FROM AN
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
\ 1 r / \ \J� _
r ar �. r �// '�/• / .� 1p111 Il, \( 111 I , 1 1 I r /, /� \� \ , I l POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
I, _ = _ / 1 , \\ \ \ ` \ \ , \ I ON A CASE-BY-CASE BASIS.
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("� \ �,11\\ ?tv v v A� v \-� / 1 �vv �/ /,, II/ 1/ 1 - I \1
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✓ - _ `� \ , �� 1 l / .I,\ 1 ,`; I �I\\.� ,/ �\ \ \ — \_— ' '\_ \ r' ll�l I \y', Ic �A, DEMOLITION NOTES:
�; \ i.
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1. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
1191
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\ \\ \ \\\ � \ \ �`' CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, THE NORTH CAROLINA
\ \�\ EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
%" /I I' — / `\ _ \ �� ��' � 1
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%, w• W ES�M�`` 8.0 9.19
(� / / _ _ ,/ ' _ //> j��iii�I�j��ja ( / r rr/ `\ \ /\\ `\ EROSION AND SEDIMENT CONTROL REGULATIONS. THE MOST STRINGENT
it % /1 J tiI� rJ;JV \ \\ \ \\ \ \�-�� �r 1 Imo/
/ „ / , / / / �/ /// ��� \` SIS\ I /� - I -_ \ \ \ \ \ \ \ \ \ �C ` \ ` - ' ' 1J Ld 1 4 SHALL GOVERN.
l❑ _ / / I I - - — I ' ' / 1 r /r \ IIr ` \ - _ 1 a� \ 1 '1
a /, , cK I _ __ �, r( 1 -SAILBOAT BAY 1 II'� )\ �i / (t \ p(`��\ _\\_ —�'J J„7)y r
— , 1
I 1, I \ I I 1 'r J 1 Q 4// ® I , 1 - - `-S- =s^ r- / „lam= - l I I I 2. ANY DISCREPANCIES FOUND BETWEEN THESE DRAWINGS AND
I 1 r I II l APARTMENTS. r 9/ 1 1 (lr —_� r r
\ (a /1 r/ / 1 SPECIFICATIONS AND SITE CONDITIONS, OR ANY INCONSISTENCIES OR
\_ _� � /i / / I , / f❑ l
-�� �i /iie�1/1 \ 1 1 �\ \ /� 1/ / _l 1 / J 1 I
Ir7\\� l/ I ) \\ 1/ \ f \\ ` \ - = i //� / / 1 ' > \ I AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS, SHALL BE IMMEDIATELY
\ T J / / / `/-L�
1 I I I I ' _ \\ I I 1 Wil\ .� /-. ,� _ \ \ �� \ ( l / 1\� \ _ _ _ / / YI I_
-; - I 11 \\j 1 \1 IJ/\ -/ ji / REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS
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! >\ �J / \\�-_ / J /
-=-�=-_ - _ - II ' `”\`at, / ,� \1 , - l/ SEGMENT B %( /,,/ , /I �,__� ,�^/, ., ,,,, /,
\ ^ I 1 -I \\1 "i I I/ \\ /i / /i 1 ( \_ Ja i / / / I SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY,
_ '� 1 ,hl \ \\\\\`. %I I / J I( I J '/i �__ _ _ - i� - /_ r -'� WITHOUT ATTEMPTING TO CONTACT THE DESIGN ENGINEER, WILL BE DONE AT
��',�
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9-
-_`\ \\ \ \\'���Y \ / SEE SHEET C 3.3 �/ / r �/ q� I 1 -/ /i �� �1==-� , � THE CONTRACTOR'S RISK.
r ,- "
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AN / \ ' \ �' 1 // /// J 1 I / / t / / / I 3. MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE
- •*+ `' - 482 Z =
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UB / f t l_/RESPONSIBILITY OF THE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY \ .1/ 'O / / \\ J ( \ - _ I \ _ 'moi
,E ATER ON' \ 111 / ! // \ \ \ �' \��/ 1 AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM
MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT
N1
A \ STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, OR
G> ♦'v ��: �\
F J
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,
AS DIRECTED BY THE LOCAL MUNICIPALITY.
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NI ,\ \ - _ \, \\. �\ ( �> \( \ / / / 1 / / ! /- I _ ( ,t IyI
\ \ � / / / t(ll \ i \ / / �I l II ( / , 11 1� i / v, - ` _ � �`r I NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND
I ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS.
COPYRIGHT© 2019
SEPI ENGINEERING &CONSTRUCTION, INC
\� �� \1c► /�� If ✓/r MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT
h / J >.; `- 1 \ I / I I I ENGINEER 919 733-3213 24 HOURS BEFORE PLACING ANY CURB AND
\ JI � _� �\` r/, l_ \ � ( )
i• \ I � 1 �, Vit\ / I i Ir a I .- ^ / / I
f 7/ \ J , I GUTTER WITHIN NCDOT RIGHT-OF-WAY.
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1, , \\.\X. / //J JJII ! . / \� \ -
T L 1 )i \`tom _ � / � I \�. � I /-��� _-- I \ _ � / .• // / /
r • �;, i— _—/t ��/ `��\ F�.\'\ I y_. I \\ \ \ 11 ,I ll (11 1 , ` 5. CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO LAKE SEGMENT C REMOVAL OF EXISTING STRUCTURES/UTILITIES.City
LYNN
1V 7(/ -� _ �� ,I \ \ \ ( a- EE SHEET C-3.4 �. 1 I 6. SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE
/ I CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND
! 1 �/
I T of Raleigh
Lake L n n
y
_ _ \ __ _ _ ; ; _ - ` -) SUBCONTRACTORS. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON
, \ \ L < l\\\ \ aJ a/ - I II I I IIII r A REGULAR BASIS, AND SHALL INCLUDE INITIATING ACTION AND ASSUMING
I-- , I , I \ - _ _- _ ,/ /,. �r�, \, I I I 1
/- r - - V i I ANY COST IN REMEDYING THE SITUATION. ALL REFUSE AND DEBRIS SHALL BE
//
\ / ` = \ \\ �_ F I J 1 $ r✓ /i 111 �� 111 I l l l //1- DISPOSED OF LAWFULLY AT AN OFF-SITE LOCATION.
�
Greenway
/\\ \
7. ALL INDIVIDUAL TREES SHOWN ON THESE PLANS TO BE REMOVED, INCLUDING
/ ra \ CLEARING AND GRUBBING. THIS PLAN DEPICTS TREES >4" D.B.H. SMALLER
\ V _ { 1 \ �� _��\ _� _ /�� -,/ , / ,/i 1 /, r �� r TREES WITHIN 4 FEET OF THE TRAIL EDGE SHALL ALSO BE REMOVED,
-.-'��� P \ � _ - Via\ � � 1 iI 11 1 1 /J� � �i/i%� � �`�c--��pi/�' (// // // l j /// �/ ✓` \�\ ���_ _
/ '� J-�\\�1 INCLUDING CLEARING AND GRUBBING.
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LAKE LYNN '{\; �\\\ ��\\\\\\: —,� \/ 1/f /'��:,�. < < . Jlu c\ ` - /-_\ (_-- ,// , f / l) \�� ,.
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Client Contact
David Bender Greenway
` .� I \ \ 1 \} J `� �' \ ' _ \ 1 1'I
, .{\,�.;, r ;\ \ <, SEE SHEET C-3.5 1 l ` I
Capital Projects Manager
,
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AN
222 W. Hargett Street
- \\ \,�C�//^s' \_'/, -, /, ;/., \ \ /-, :� \ .. , r �- - =\, \ •___\\\ I �_, >�\� ��<<' 1 I
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Raleigh, NC 27601
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919-996-4798
david.bender@g g raIei hnc. ov
DATE
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\\ \ \ \\\ `\_ter \ I I I II 1 \'� f� r -'/i/ ---_-_�_- \\ Q� `
j, \ \ 1 �\ \ \- '/� / '/ ' f / J^ /` - ` 111 r '' / 1'I' .II /_ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
��
` RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
THE RES
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PROJECT:
SE18.085
ISSUE:
NC DEQ E&SC Plan
06.05.2019
-
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REVISIONS:
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`\(, / �\ `\yrs\ \ \ \\\` ,4 1{( I ( 1/1/\ �� \�_ \ ;\ 1 ��lll,jr/f
1 st Review Comments
08.09.2019
,1lIIIJIIIII` /
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J. WESTMORELAND
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DRAWN BY:
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N.YOUNG
CHECKED BY:
J. WESTMORELAND
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AREA (B.M. 2009 PG. 01 182) riiirrirJ(I1! I, l I J� !> ; l F / i��//r � � , \\ ) JJ , �t,'J r� __ __� - _ >) 1 J/,f \ \\'`: \lr 11'� — — — — — — — — — -
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1 GLENWOODAVE,SUITE600 I RALEIGH, NC 27603
PHONE [phone]
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\, I /=/%r'- It _ r /1J1f 1 !! LD LD LD PROPOSED LIMITS OF DISTURBANCE
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` \ / '".r�'/' I❑ \ [r
11020 DAVID TAYLOR DR., SUITE 115 I CHARLOTTE, NC 28262
PHONE [phone]
I
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
_ ,`_� _- \\\ all 1 -rte
\ 111 / - % ✓/ - •+:- / b\ (1 f /
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IN IN\ /�, 1 \ �\ lI \�� ACCESS ROUTE
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/ 1 / _/ \ \ \ ) �'',, \ \\\�\\\\ \\\ \> 1 \\/rr _ i COMMUNITY / /�// y�1` / y - \\ \ l \\\\ I /-_\\\\ a >) F \
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PARKING -%/ I / /// �` \\\ 1 \�((\ \\` I J / (�� _
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOW N, NC 278653
PHONE [phone]
sepiinc.com
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TEMP. CONSTRUCTION _ �\\�ci /, ,\ \\� \\\ �I\
_ \ I \ \ _\\ MAPPING)
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+ \ /%' J'' J APPROX. LOCATION BASED ON G.I.S.
r - - TEMP. CONSTRUCTION "' " "' '""" ' �� v `/ (
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UNDERGROUND FACILITIES
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// / /�/ �' r �i �'\ \ \ L C
CGII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
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SITE NOTES:
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
IN,
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^� 1{ 1 // '\� 1 0� `_' a( ��;-_!� \ ` ' } ' \- \ , I 1 } 1. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
/// \� _ / / \ �f / t ) ) (! -Y I I 1 I !
/ / �---- I �/ \ I I - \` I a ,- ii ( J 1 AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
(
THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
1 _
>I Il 1. I LOCATING COMPANY ONE CALL @ 1-800-632-4949 OR INDIVIDUAL UTILITY
1 ,lll I I l / ,� �'--' l�(, ( )
OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
/
t \ \ ' 1 2. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
-�\� _
`lam'/r - �_� Ild 1It I I1( _ -y t =c \I\ \\\ _ / \ I
,� i ' I,1,11 L I NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
(/ ''J - - - _ �' // I I\ l� �' J - 1, REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
•' REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
CA
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_,
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`1 \\ / - I } I I / / /� i '� Ilk / \� \ I ALLOWED WITHOUT APPROVAL BY THE OWNER OR ENGINEER.
' 1 , ACCESS SEGMENT B\'f`-�" T- IIII
\ ' `� \> I I 111 I / / 1 I l I i``( 1 \l` \\ 3. NO CONSTRUCTION VEHICLES, EQUIPMENT OR MATERIALS ARE PERMITTED
VIA SEGMENT A AND / I _ r \ 1\
ApF
= ;N 1191
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\ ON BOARDWALKS.
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_ _.
�r7� ~ t \_ -- \moi\ \ I \ 1 4. THE CITY IS RESPONSIBLE FOR OBTAINING ACCESS/ENCROACHMENT
AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
l-, \ � � � � CONTRACTORS SHALL VERIFY WITH THE CITY THAT THESE AGREEMENTS ARE IN
\ \ 1 \ '
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�� PLACE PRIOR TO STARTING WORK ON ANY PROPERTY NOT OWNED BY THE
1(\ � 1,
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IfIh (_ �'1-1
��__-- j I 5. PRIOR TO BEGINNING ANY WORK OR ESTABLISHING CONSTRUCTION ACCESS
/ I r \I I )1 _ �/i _ !/ 1 r / v v - V �I
' i / / ! 1 r / _�� v v C _ Ill I
G_ _ � v v � � V A � v ' � V A- 1 1 I Lri J V FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
\ l li Y [[/ _ ) /// �� �1 1 //� IIr } \ \ \ - YT \ I 1 -J- ti
/ leo _ 1 ! I - _ I r AILBOAT Y-� ' //�� J )} ) I I I� I TT PROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
-1
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/7/ AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
>1>�\ ( l I(r f" -_ -%J ' ( I_� l Jl
i// > // , / \\ / / \ ^\\ - - /�� '/' //// / / / / / BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
\ COST TO CONTRACTOR.
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C-482 -_
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7. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
\ ✓7 �. / )fir ADJUSTMENT TO FINISHED GRADE.
!r '� `�,-� �' -;^' `� \ ;' .• r f f r, E ATER
��,- i 0///� L LYNN / 111 >/ / / - \ \ \ ��ii��ii r Y I I 8. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
'',
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COPYRIGHT ©2019
SEPI ENGINEERING &CONSTRUCTION, INC
\a r' _ ,
1! I / \� /( I \ I / / �� �� \ (SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
1 I n\I Z ��'�/ - f� /// , r / //, J / , \ of , S , I G / _-__ _ �� -_ r \ \\ \ \ / \ \ MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
"�`��1\i7��`� EVALUATE PIPE SIZE REQUIREMENTS.
�/_J1�\� TEMP. CONSTRUCTION 1
TEMP. CONSTRUCTION i
11( \ iii'11yI I I 9. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
I�-\\�///// 1, \ Tr I , BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ELEV. 349),
�J ;\� =I��\ /� l �/ y\\\ \ LAY DO W N AREA # 2 _ ; ;� ACC ESS # 2 \ IV J II IliI FILL MAY NOT BE IMPORTED TO ACHIEVE ADEQUATE COVER. IN THIS CASE
.4(_ JUA,� _ _ \\/ 1 \ > / I EITHER THE PIPE SHALL BE LOWERED OR EARTH FILL SHALL BE CUT FROM AN
x�. < 1- \ (-�� \ 1 I /,1�1 // I,. J ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
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DATE
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EXISTING PROPERTY LINE
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---------- - - - - -- EXISTINGGREENWAY EASEMENT
- - - - - - - - - - - - - - - - EXISTING UTILITY EASEMENT
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1 GLENWOOD AVE, SUITE 600 I RALEIGH, NC 27603
PHONE [phone]
L1 — L1—L1-0 — 0 — L1 PROPOSED LIMITS OF DISTURBANCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
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PROPOSED SILT FENCE
TP TP TI TI TP TP PROPOSED TREE PROTECTION FENCE
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PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
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ACCESS ROUTE
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3644 PUNGO CREEK RD. I PINETOWN, NC 278653
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WIFE JANE YAMIADA _
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ROUTE # 1 / - / / / / / - / / / / / / \ / / LOSE ANNE N CALDWELL
/ / / — _ — / , / / / / D.B. 8539, PG 1589
B.M. 1993, PG. 435/
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PIN: 0797081542
—
(APPROX. LOCATION BASED ON G.I.S.
MAPPING)
PROPOSED ASPHALT TRAIL
(APPROX. LOCATION BASED ON G.I.S.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
S� ��
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AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
HUSBAND PAUL DUNN� 06 QP ti
D.B. 13665, PG 21-27
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SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
B-1VI.1993, PG. 435 / \
NY SEWER EASEMENT I / IN: 0797080416 / I, INV. _ 31/
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NPDES DOCUMENTATION NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCG010000 ONLY.
City o f Raleigh
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David Bender, y
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06.05.2019
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08.09.2019
EX. RIP RAP (TYP.),
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EROSION &SEDIMENTATION
CONTROL PLAN
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11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
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5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
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NPDES DOCUMENTATION NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCGO10000 ONLY.
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4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE
APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
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Greenway
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06.05.2019
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08.09.2019
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Greenway
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Repaving
SEE SHEET C2.10 FOR EROSION CONTROL MAINTENANCE
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DATE
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10" O�
ISSUE:
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06.05.2019
8" 6UM
1 O�K1 OAK °�
10" OAK—
REVISIONS:
SILT FENCE (TYP.)
/
1st Review Comments
08.09.2019
SEE DETAILS SHEET C2.11 / l I l / \ \
A/W
I —
PROJ. MGR:
J. WESTMORELAND
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
EROSION & SEDIMENTATION
CONTROL PLAN
50' 25' 0 50'
C2,04
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DETAILS IEE C2.11
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---------------EXISTING UTILITY EASEMENT
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EXISTING CONTOUR
1 GLENWOOD AVE, SUITE 600 I RALEIGH, NC 27603
--------------- - - - - -- EXISTING STORM DRAINAGE PIPE
— o— o— o— �— o— PROPOSED LIMITS OF DISTURBANCE
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
/
PROPOSED SILT FENCE
PHONE [phone]
12" GUM Oo I I I\\ I \ \ / / \ �' /
::_ 18" PIPLAR N\ \ \ / — \ — \ I \ /
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5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
PHONE [phone]
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3644 PUNGO CREEK RD. I PINETOWN, NC 278653
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\ ELEVATION 349 PER WAKE COUNTY
3'W X 6' L RIP -RAP \ O \ I \\ \ / / / I I \ \ I
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DISSIPATOR \ \ I -
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THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
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2 THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
•
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3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL
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4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE
Lake Lynn
I ' —
/ \ _ —
/
7" HICKORY
/ / / \ 1
APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
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IMPACT AREA 4 I
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PERMANENT IMPACT I I l /
I / / /�
15"HICK I / /
/ i '
I Y r I / � � / / / S , _ � � �
Client Contact
David Bender, Greenway
7— \
6" HICKORY °' .;.,;; 9 �I / I EXISTING GREENWAY / Z
EASEMENT (TYP/ � / �
/N\
Capital Projects Manager
222 W. Hargett Street
.)
I I I /
I I EXISTING SANITARY / / j '!� l / l ' / / / \\\ \ �'
TOTAL DISTURBED AREA
Raleigh, NC 27601
919-996-4798
II I I I SEWER EASEMENT (TYP.) / / / j// /ss j / ��j ' I /// \\\ \
� //` \ \
I
167,047 SF / 3.83 ACRES
[e-mail]
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
DATE
II lo\ `� 11'
PROJECT:
SE18.085
\ 10' HICK4RI\ ` \ / ^ i/ / i' / / / / /q/ , ) \
III
ISSUE:
NC DEQ - E&SC Plan
06.05.2019
18"PINE °
6" BEECH
\
\
14" PINE I 10 GUM//
I
7" HICKORY 'r
° I \ // / �/ / ��
1
REVISIONS:
1st Review Comments
08.09.2019
0" ICK
II <'. 11�RY \ \ � � / � j � �� / � % /� /
I1 ': s;: I=
6'IPINI� 91
y
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INE
IPINE 1 i:.: C MAPLE / /
4" MAPLIE 6 \ \ \�
\\ / / /
PROJ. MGR:
J. WESTMORELAND
/ //
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I �6" IN
\A\ \� / SILT ENCE (TYP.) / / / /J// /�
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
EROSION &SEDIMENTATION
12" OS DETAILS SHEET C2.11 /\TSILT
FENCE OUTLET (TYP.)l/��
I 1 ` . ``1:...... � o / SEE DETAILS SHEET C2.11
/ / /��
8 OAK / / 50' 25' 0 50'
CONTROL PLAN
14" OAK
/
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4" MAPLE / / / SCALE: 1"=50' NORTH

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- - - - - - - - - - - - - - -' EXISTING GREENWAY EASEMENT
�
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1
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EXISTING
4" E
\ -�J I I
/
/ /
/
/ \
\�
---------------- EXISTING CONTOUR
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
--------------------- EXISTING STORM DRAINAGE PIPE
PHONE [phone]
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
I
I �
- - - - - - - - - - - - - - - - TEMPORARY CONSTRUCTION
5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
PHONE [phone]
ACCESS ROUTE
PROPOSED WATTLE
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
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SEE DETAILS SHEET C2.11 ' J 1i� / /
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SEE DETAILS SHEET C2.11 / >t Ill I I I �r <�
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Ll 3 WORKING DAYS
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PROPOSED SILT FENCE OUTLET
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below.
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/
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/ off'^ (
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EXISTING ASPHALT TRAIL TO BE REMOVED
� (APPROX. LOCATION BASED ON G.I.S.
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
�.�
aEXACT
PROPOSED ASPHALT TRAIL
APPROX. LOCATION BASED ON G.I.S.
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
/ / �.�' �...... o'` \
MAPPING)
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
//�'/ .:..::::: I
/ \
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/
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CONCRETE WASHOUT
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
,�/ / / / I /
/ '"'' 1 ^ PI/ l /
/
\
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
�0/1( /�/
NPDES STABILIZATION
LOCATOR
I / /
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6 �]”E H
\
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(N.T.S.)
LIMITS OF DISTURBANCE
�N C.AR„o�'°%,
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`�� = SEE DETAILS SHEET C2.1 1
/ \ \
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_
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SEE DETAILS SHEET C2.1 1
\
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10`�
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24" GRAVEL SHOULDER
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IMPACT AREA 5
ZONE 2 - ±65 S.F.
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I. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES GENERAL STORMWATER PERMIT NCG010000.
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Iw1PACT AREA 6
Ch
\ \\
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCGO10000 ONLY.
•
City t�/ o f Raleigh
1
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\ \�
\
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MPORARY IMPACT
I
�/� _ I
—
\ -
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3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
Lake Lynn
_
A
T \� \�\_S�
\ \ \
4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE
APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
Greenway
Ste-_
SEE SHEET C2.10 FOR EROSION CONTROL MAINTENANCE
NOTES, CONSTRUCTION SEQUENCING, TEMPORARY &
Repaving
LAKE LYNN oAK
PERMANENT SEEDING.
EX. 36" CMP
S-
City of Raleigh
±19' LF
y "/ /
Parks, Recreation and Cultural
Resources
:.ao /
....
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
TOTAL DISTURBED AREA
Raleigh, NC 27601
919-996-4798
167,047 SF / 3.83 ACRES
[e-mail]
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
DATE
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
PROJECT:
SE18.085
ISSUE:
NC DEQ - E&SC Plan
06.05.2019
REVISIONS:
1 st Review Comments
08.09.2019
PROJ. MGR:
J. WESTMORELAND
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
EROSION & SEDIMENTATION
CONTROL PLAN
50' 25' 0
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50'
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2IN� / / j ( % \
- — — — — — — — — — — — — — — - EXISTING UTILITY EASEMENT
\
\ / /
----------------EXISTING CONTOUR
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
// '" / /
/
--------------------- EXISTING STORM DRAINAGE PIPE
SILT SOCK INLET PROTECTION, /
\\\
�� SEE DETAILS SHEET C2.1 1 I / / 1 \ /
l ' / / \
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— o— o— o— o— o— o— PROPOSED LIMITS OF DISTURBANCE
—sF—sF—sF—sF—s.—sF— PROPOSED SILT FENCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
I lo► ✓ll 11 / _ _
i II► Il / I � TEMPORARY CONSTRUCTION �
1 /PINE II �) I J ` LAYDOWN AREA #3•,(APP 9X� ---
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---------------- TEMPORARY CONSTRUCTION
ACCESS ROUTE
5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
PHONE [phone]
/ \
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PROPOSED WATTLE
3644 PUNGO CREEK RD. 1 PINETOWN, NC 278653
PHONE [phone]
I
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sepiinc.com
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TEMPORARY LAYDOWN AREA
PROPOSED SILT FENCE OUTLET
��'� 3 WORKING DAYS
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PROPOSED SILT SOCK
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1 /
FOR THE LOCATION OF
-- FOR
FACILITIES
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PI E > 1 �� I f to \ I I I I I /
—�
EXISTING ASPHALT TRAIL TO BE REMOVED
(APPROX. LOCATION BASED ON G.I.S.
MAPPING)
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
PROPOSED ASPHALT TRAIL
(APPROX. LOCATION BASED ON G.I.S.
MAPPING)
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
rfnQ \ I I I /
` / I
' I I I ' I
I� �\ I \
CONCRETE WASHOUT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
/ \ /
O / / \ I
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
% \ I TEMPORARY
I EX. 24" CMP + T L \\ `.'>'
CONSTRUCTION
/ 11 I
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
w �/ 1 I I ACCESS ROUTE #3
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♦CONTRACTOR TO PLACE
♦ A o HARDWOOD MULCH (4" DEPTH)
a 10.0 ACROSS ALL DISTURBED AREAS
♦ TYP.
\� Aga OUTSIDE OF GRAVEL SHOULDER.
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TEMPORARY IMPACT
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— — —
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COPYRIGHT© 2019
1 �- / —
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RIP -RAP DISSIPATOR I � :: I F/ / I
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SEPI ENGINEERING & CONSTRUCTION, INC
12"�nuL
3.75'W X 5' L, CLASS RIP RAPS IMPACT AREA 7
r � / /
SEE DETAILS SHEET C2.11 II x. 15" CPP LF ( ZONE 2 -± 60 S.F. \ \ \
NPDES DOCUMENTATION NOTE:
TEMPORARY IMPACT I
`) \
I. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES GENERAL STORMWATER PERMIT NCG010000.
TREE PROTECTION FENCE (TYP.) I� 1II I \
14` PIBIE
\
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCG010000ONLY.
•
City ty o f Raleigh
SEE DETAILS SHEET C2.11 I
I \ I
95"GUM II 1
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
Lake Lynn
LIMITS OF I I I I II I \
I �� =''= 9 I I \
4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE
APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
Greenway
DISTURBANCE TYP.
I I \
I = 9 I II \
/ \ \
WATTLE (TYP.) III I \
SEE SHEET C2.10 FOR EROSION CONTROL MAINTENANCE
Repaving
SEE DETAILS SHEET C2.1 1 \\ \ _
1 I
NOTES CONSTRUCTION SEQUENCING, TEMPORARY &
PERMANENT SEEDING.
0►� I
' I I I � I�I � Z 11� I \\
M► \
I� I �II II�`ilj1 I 1 /
City of Raleigh
Parks, Recreation and Cultural
N \ —
Resources
- \ ,
1 I ....-
Client Contact
a I _ —
0
David Bender, Greenway
Capital Projects Manager
—
222 W. Hargett Street
—
\\ \ \ \ \ IMPACT AREA 8 I _ —
—
\ a\ \ \ \ \ ZONE 1 - ±140 S.F. I� — — — —
/
TOTAL DISTURBED AREA
Raleigh, NC 27601
919-996-4798
— _— -- \
ZONE 2-±30 S.F. —j— _ _ —
EX. VC±32 TEMPORARY IMPACT
167,047 SF / 3.83 ACRES
david.bender@raIeig g hnc. o
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
DATE
PROJECT:
SE18.085
q°
:.:.
LD `= SS — — — \ \ \
ISSUE:
NC DEQ E&SC Plan
06.05.2019
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L— a, ........ \,::.:.. / 36'
—14'1
1 I y�1�_
21 /0 M GEyr/
REVISIONS:
77 _S1_ �ss-s—
1 st Review Comments
08.09.2019
\ RIP -RAP DISSIPATO / �/ IMPACT AREA 9
'B' / �/ / E-2 =±9flF�
3'W x 6'L , CLASS RIP RAP
\\ \\ \ \ \ I I I SEE DETAILS SHEET C2.1 �j,� `\� TEMPORARY IMPACT
/ /
a'/ / /
.....
/ / / /
PROJ. MGR:
J. WESTMORELAND
1/
I�CHECKED
PO / /
DRAWN BY:
N. YOUNG
BY:
J. WESTMORELAND
:i::ii`
EROSION & SEDIMENTATION
>`
1 'GUM
CONTROL PLAN
C2. 7
SCALE: 1"=50' NORTH

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.
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 kept on site and available for
inspection at all times during normal business hours.
Item to Document
Frequency
(a) Each E&SC measure has been installed
Inspect
(during normal
Inspection records must include:
locations, dimensions and relative elevations
business hours)
shown on the approved E&SC plan.
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
initial installation of the E&SC measures or if
If no daily rain gauge observations are made during weekend or
good working
case-by-case basis.
holiday periods, and no individual -day rainfall information is
order
Initial and date a copy of the approved E&SC
available, record the cumulative rain measurement for those un-
plan or complete, date and sign an inspection
related causes, the permittee may be required to perform additional
attended days (and this will determine if a site inspection is
construction phase.
needed). Days on which no rainfall occurred shall be recorded as
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
"zero." The permittee may use another rain -monitoring device
plan.
report to indicate compliance with approved
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
to E&SC measures.
hours of a rain
4. Indication of whether the measures were operating
report to indicate the completion of the
event > 1.0 inch in
properly,
.
24 hours
5. Description of maintenance needs for the measure,
The report shall include an evaluation of the anticipated quality and
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 (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
o
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
o
24 hours
5. Indication of visible sediment leaving the site,
noncompliance, and its causes; the period of noncompliance,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
•
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon 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 kept on site and available for
inspection at all times during normal business hours.
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 deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
sediment and actions taken to address the cause of the deposition.
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
case-by-case basis.
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
related causes, the permittee may be required to perform additional
report to indicate completion of the
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
(b) Oil spills and
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
shall include information about the date, time, nature, volume and
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
1(b) -(c) above
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for 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 during the previous twelve months. The permittee shal
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 of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
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 of volume).
(c) 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.
(d) Anticipated bypasses and unanticipated bypasses.
(e) 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 Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
a
Within 24 hours, an oral or electronic notification.
deposition in a
e
Within 7 calendar days, a report that contains 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 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply 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 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b) -(c) above
(c) Anticipated
.
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
o
Within 24 hours, an oral or electronic notification.
with the conditions
o
Within 7 calendar days, a report that 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 if the noncompliance has not
health or 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(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case-by-case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
I GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
w
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
ISSUE: I NC DEQ - E&SC Plan 1 06.05.2019
REVISIONS:
1 st Review Comments 1 08.09.2019
PROJ. MGR: I J. WESTMORELAND
IDRAWN BY: I N.YOUNG
ICHECKED BY: I J. WESTMORELAND
NCGO1 SELF -INSPECTION,
RECORDKEEPING, REPORTING
NOTES
C2.8

t
z
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
Li
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
Permanent Stabilization
Stabilize within this
• Permanent grass seed covered with straw or
Site Area Description
many calendar
Timeframe variations
• Geotextile fabrics such as permanent soil
days after ceasing
reinforcement matting
without temporary grass seed
land disturbance
• Appropriately applied straw or other mulch
(a) Perimeter dikes,
• Plastic sheeting
with mulch
swales, ditches, and
7
None
perimeter slopes
• Structural methods such as concrete, asphalt or
(b) High Quality Water
7
None
(HQW) 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 HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
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 covered with straw or
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 NC DWR 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 NC DWR 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.
LITTER, 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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHE!
U U SANDBAGS (TVP) SOIL B
00 OR STAPLES
B MIL
0 SILT FENCE 1.1LINING LASTIC SANDBAGS(TVP.)
SIDE SLOPE OR STAPLES
U U (TYR)
0 O O 0 z_
mr
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINER IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARV MARKED
WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS(TYP)
OR STAPLES
J. WESTMORELAND
10 MIL
HIGH
COHESIVE &
CHECKED BY:
PLASTIC LINING
LOW FILTRATION
1:1 SIDE SLOPE
TYR
SOIL BERM
SECTION B -B
SANDBAGS(TYR)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID ANDIOR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY TO
PROVIDE ADEQUATE HOLDING CAPACITY WITH
MINIMUM 12 INCHES OF FREEBOARD.
3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARV MARKED WITH SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
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.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
I GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
w
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
ISSUE: I NC DEQ - E&SC Plan 1 06.05.2019
REVISIONS:
1 st Review Comments 1 08.09.2019
PROJ. MGR:
J. WESTMORELAND
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
CGO1 GROUND STABILIZATION
MATERIALS HANDLING
C2,09

EROSION CONTROL NOTES:
1.
2.
3.
4.
5.
1
6.
7.
8.
9.
10
11
ALL E&SC MEASURES MUST BE MAINTAINED UNTIL ALL UPGRADE
DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF
PERMANENT VEGETATION.
STABILIZE ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF
TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING
ACTIVITY. PERMANENT GROUND COVER SHALL BE PLACED WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION.
NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR
INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST
48 HOURS IN ADVANCE.
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED SO
THAT RUNOFF THAT CONTAINS SEDIMENT FROM THE SITE WILL NOT ENTER
STORM DRAINAGE FACILITIES.
ALL CONSTRUCTION ACTIVITIES ARE REQUIRED TO FOLLOW THE NCGOI
PERMIT.
PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
OR RUNOFF.
ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
CONSTRUCTION ACCESS ROUTE AND DESIGNATED CONSTRUCTION
ENTRANCE.
EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE
UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE
TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
CONTRACTOR UNLESS OTHERWISE NOTED.
THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE
RECOMMENDED AT A MINIMUM. ACTUAL/ADDITIONAL MEASURES
NECESSARY FOR CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND BE FIELD VERIFIED.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
TEMPORARY SEEDING SCHEDULE
VIOLATION OF THE CITY EROSION CONTROL ORDINANCE AND IS SUBJECT
TO A FINE.
12. GRADING MORE THAN 12,000 SF WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE CITY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
13. ALL SLOPES 4:1 OR STEEPER MUST BE SEEDED, MULCHED, AND STABILIZED
WITHIN 14 WORKING DAYS. SLOPES STEEPER THAN 3:1 MUST BE SEEDED,
MULCHED, AND STABILIZED WITHIN 7 WORKING DAYS. REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
14. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
15. ON-SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS
RECEIVED FROM THE OWNER AND AN ON-SITE DEMOLITION LANDFILL
PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
16. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS.
17. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
18. EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES
AVAILABLE.
19. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
20. SLOPES STEEPER THAN 3:1 SHALL BE PERMANENTLY SEEDED ACCORDING
TO GROUND STABILIZATION TABLE. SEE NCGOI GROUND STABILIZATION
NOTES, SHEET C2.9.
21. ANY NECESSARY DEWATERING SHALL BE DONE WITHIN LIMITS OF
DISTURBANCE AND THROUGH A SILT BAG TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
22. TO FACILITATE IN CLEANUP OF PAVED SURFACES, PROVIDE A LAYER OF
SAND, SCREENINGS OR FINES PRIOR TO PLACING ANY EXCAVATED
MATERIAL ON THESE SURFACES.
23. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF
STORMWATER TRACKING PERMIT AND ISSUANCE OF CERTIFICATE OF
OCCUPANCY. SITE MUST HAVE 100% GROWTH AND 80% DENSITY
(MOWABLE) IN ORDER TO PASS FINAL INSPECTION.
TEMPORARY SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS, LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL. (SEE ADMIXTURE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD
BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING RATES.
ADMIXTURES
AGRICULTURAL LIMESTONE: MIN. 2 TONS PER ACRE (3 TONS PER ACRE IN CLAY
SOILS OR PER SOILS TEST)
FERTILIZER: 1,000 LBS PER ACRE- 10-10-10
SUPERPHOSPHATE: 500 LBS PER ACRE - 20% ANALYSIS
MULCH: 4,000 LBS PER ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 400 GALS PER ACRE
PERMANENT SEEDING SCHEDULE
SEE LANDSCAPE PLANS FOR PERMANENT GROUND COVER REQUIREMENTS.
CONSTRUCTION SEQUENCE:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE
OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND
DISTURBING ACTIVITIES OCCUR.
2. OBTAIN A GRADING PERMIT FROM THE CITY OF RALEIGH.
3. CALL NCDEQ LAND QUALITY SECTION AT 919-791-4200 TO SCHEDULE
PRE -CONSTRUCTION MEETING AND FOR NOTIFICATION OF PROJECT
START UP.
4. INSTALL TREE PROTECTION FENCE AROUND ALL TREES TO BE PROTECTED
PER THE APPROVED PLANS.
5. CONTRACTOR TO KEEP A COPY OF THE RECORDED MAP WITH ALL
PROPOSED EASEMENTS SHOWN IN ACCORDANCE WITH CITY OF
RALEIGH STORMWATER REQUIREMENTS ON SITE AT ALL TIMES, AS
PROVIDED BY THE OWNER. FAILURE TO DO SO CAN RESULT IN
SHUTDOWN OF CONSTRUCTION UNTIL A FINAL MAP IS APPROVED AND
RECORDED.
r
THE FOLLOWING DOCUMENTATION SHALL BE KEPT ON-SITE AND
AVAILABLE FOR INSPECTIONS AT ALL TIMES DURING NORMAL BUSINESS
HOURS UNTIL THE PROJECT IS CLOSED OUT BY NC DEQ LAND QUALITY
SECTION OFFICE.
a. APPROVED E&SC PLAN
b. PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR
PERFORMANCE RESERVATIONS
c. 401 / 404 DOCUMENTATION, AS APPLICABLE
d. GENERAL PERMIT NCGO10000
e. CERTIFICATE OF COVERAGE (COC)
f. A MINIMUM OF THE PAST 30 DAYS OF SELF -INSPECTION REPORTS
7. CALL THE CITY OF RALEIGH (919-996-4115) TO INSPECT TREE PROTECTION
FENCE.
8. CALL THE CITY OF RALEIGH STORMWATER INSPECTIONS REGIONAL
COORDINATOR AT [phone] TO SCHEDULE A PRE -CONSTRUCTION
MEETING PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES.
9. A RAIN GAUGE WILL BE INSTALLED ON SITE.
10. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND INLET PROTECTION
(SILT SOCKS, YARD INLET, ROCK PIPE, ETC.) PER THE APPROVED PLANS.
11. INSTALL, SEED, MULCH, AND ANCHOR SILT FENCE, TEMPORARY
DIVERSION DITCHES, AS SHOWN ON THE APPROVED PLANS. CLEAR
ONLY THOSE AREAS NECESSARY TO INSTALL THESE MEASURES.
12. CALL CITY OF RALEIGH RAPID RESPONSE NUMBER [phone] TO
SCHEDULE A SITE INSPECTION PRIOR TO BEGINNING OTHER LAND
DISTURBING ACTIVITIES.
13. ONCE APPROVED (BY CITY OF RALEIGH), BEGIN DEMOLITION,
CLEARING, GRADING, AND CONSTRUCTION OF SITE ITEMS.
CONTRACTOR TO INSTALL SILT FENCE AND SILT FENCE OUTLETS ON
DOWNSTREAM SIDES OF ANY STOCKPILE MATERIAL. DISPOSAL OF ANY
EXCESS MATERIAL(S) TO BE TAKEN OFF SITE, SHALL BE DONE SO IN A
MANNER THAT MEETS THE CONDITIONS OF LOCAL, STATE AND FEDERAL
REGULATIONS.
EROSION CONTROL MAINTENANCE NOTES:
NPDES PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS
BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24
HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE
INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE
OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE
AS OUTLINED BELOW.
1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO
EXISTING TOWN/STATE AND PRIVATE ROADS (USED FOR CONSTRUCTION
ACCESS) FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY
REMOVED BY THE CONTRACTOR.
2. MAINTAIN THE GRAVEL PAD (CONSTRUCTION ENTRANCE/EXIT) IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH
2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC AND PRIVATE (USED FOR CONSTRUCTION ACCESS) ROADWAYS.
3. INSPECT SEDIMENT FENCES (SILT FENCE) AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS ONCE
ACCUMULATION HAS REACHED HALF OF THE HEIGHT OF THE SILT FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4. INSPECT SILT FENCE OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(%2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE WIRE FENCE AND
HARDWARE CLOTH OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH OR HARDWARE CLOTH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
5. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE SIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
50' 25' 0 50'
7"nm7ML" 1)
SCALE: 1"=50' NORTH
14. INSPECT SEDIMENT AND EROSION CONTROL DEVICES AT LEAST ONCE A
WEEK, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
A HALF-INCH (DURING A 24-HOUR PERIOD), TO INSURE THEY ARE
OPERATING PROPERLY AND IF MAINTENANCE IS NEEDED. TAKE
IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
15. INSTALL, MAINTAIN AND ADJUST E&SC MEASURES AS NEEDED DURING
DEMOLITION, CLEARING AND GRUBBING, AND THROUGHOUT THE LIFE
OF THE PROJECT AND UNTIL PERMANENT VEGETATION ON THE PROJECT
IS ESTABLISHED.
16. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION
OF ANY PHASE OF GRADING OR INACTIVITY ON THE SITE.
ivvvvvvvvvvvvv/�
17. LIMIT DISTURBANCES TO AN AREA THAT CAN BE STABILIZED AT THE END
OF THE WORK DAY. WORK SHOULD BE SCHEDULED TO BE COMPLETED
IN DRY CONDITIONS IN THE SAME DAY.
18. ALL GROUND COVER TO BE APPLIED PER CONDITIONS OF THE NPDES
PERMIT OR IN CRITICAL AREAS AT END OF EACH DAY.
19. EXCAVATE AND REMOVE EXISTING ASPHALT TRAIL.
20. AT LOCATIONS WHERE STORM PIPING IS BEING REPLACED, ADJUST SILT
FENCE FOR PIPE REMOVAL.
21. REMOVE EXISTING STORM PIPE, AS INDICATED ON THE DRAWINGS. PIPES
SHALL BE REPLACED IN THE SAME DAY AS REMOVAL.
22. INSTALL NEW STORM PIPE (SAME SIZE, LENGTH, LOCATION AS EXISTING
PIPE REMOVED).
23. INSTALL DOWNSTREAM RIP RAP.
24. RE -ADJUST SILT FENCE TO ORIGINAL LOCATION.
25. INSTALL STONE BASE AND PAVE NEW ASPHALT TRAIL; INSTALL ANY
REMAINING SIDEWALKS.
26. SCHEDULE INSPECTION WITH NC DEQ EROSION CONTROL INSPECTOR AT
[phone] AND CITY OF RALEIGH INSPECTOR (RAPID RESPONSE
NUMBER [phone]). IF APPROVED BY BOTH NC DEQ AND CITY OF
RALEIGH, REMOVE REMAINING TEMPORARY EROSION CONTROL
MEASURES.
27. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED.
28. CALL THE CITY OF RALEIGH RAPID RESPONSE NUMBER [phone] TO
SCHEDULE STORMWATER FINAL INSPECTION.
29. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT
DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE
PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT deq.nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (e -NOT). A $100 ANNUAL GENERAL PERMIT FEE
WILL BE CHARGED UNTIL THE e -NOT HAS BEEN FILLED OUT.
6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
7. INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS
FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS,
AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A
VIGOROUS, HEALTHY CONDITION AT ALL TIMES. REPAIR JUTE NET AS NEEDED
TO ENSURE A GOOD STAND OF GRASS.
8. TEMPORARY SEEDING:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
9. PERMANENT SEEDING:
A. GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE
FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE
FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND
MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON,
IF POSSIBLE.
B. RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE
CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER.
RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER -SEED
THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE
TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
C. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF
ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE.
D. FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT
USUALLY REQUIRES RE -FERTILIZATION IN THE SECOND GROWING
SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION
9TABLE 6.12B). USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
S=�1
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
� -0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
01)niiiiuu//1/0i
04
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COPYRIGHT @ 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
p g
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
PROJECT: SE18.085
ISSUE: NC DEQ - E&SC Plan 1 06.05.2019
REVISIONS:
1 st Review Comments 1 08.09.2019
PROJ. MGR:
SHOULDERS, SIDE DITCHES, SLOPES
DRAWN BY:
(FOR SLOPES BETWEEN 2:1 AND 3:1)
DATE
TYPE
PLANTING RATE
EROSION CONTROL
10-20 LB/ACRE (SEED)
MARCH 1 -JUNE 1
CENTIPEDEGRASS
33 BU/ACRE (SPRIGS)
PANICUM VIRGATUM (SWITCHGRASS)
50 LBS./ACRE
MARCHI-JUNE1
AND
ADD TALL FESCUE
MARCH 1 -APRIL IS
OR
250 LBS./ACRE
ADD WEEPING LOVEGRASS
MARCH 1 -JUNE 30
OR
10 LBS./ACRE
MARCH 1 - JUNE 30
ADD HULLED COMMON BERMUDAGRASS
25 LBS./ACRE
***TALL FESCUE AND ***BROWNTOP MILLET
250 LBS./ACRE
JUNE 1 -SEPTEMBER 1
OR ***SORGHUM -SUDAN HYBRIDS
35 LBS./ACRE
30 LBS./ACRE
PANICUM VIRGATUM (SWITCHGRASS)
70 LBS./ACRE
SEPTEMBER 1 - MARCH 1
AND TALL FESCUE
120 LBS./ACRE
NOVEMBER 1 - MARCH 1
ADD ABRUZZI RYE
25 LBS./ACRE
SHOULDERS, SIDE DITCHES, SLOPES
(FOR SLOPES 3:1 AND FLATTER)
DATE
TYPE
PLANTING RATE
AUGUST 15 - NOVEMBER 1
TALL FESCUE
300 LBS./ACRE
NOVEMBER 1 - MARCH 1
TALL FESCUE AND ABRUZZI RYE
300 LBS./ACRE
MARCH 1 -APRIL 15
TALL FESCUE
300 LBS./ACRE
LB/ACRS (SEED)
MARCH 1 -JUNE 1
CENTIPEDEGRASS
33 B
33 BU/ACRE (SPRIGS)
APRIL 15 - JUNE 30
HULLED COMMON BERMUDAGRASS
25 LBS./ACRE
JULY 15 -AUGUST 15
TALL FESCUE AND ***BROWNTOP MILLET OR
35 LBS./ACRE
***SORGHUM -SUDAN HYBRIDS
VIOLATION OF THE CITY EROSION CONTROL ORDINANCE AND IS SUBJECT
TO A FINE.
12. GRADING MORE THAN 12,000 SF WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE CITY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
13. ALL SLOPES 4:1 OR STEEPER MUST BE SEEDED, MULCHED, AND STABILIZED
WITHIN 14 WORKING DAYS. SLOPES STEEPER THAN 3:1 MUST BE SEEDED,
MULCHED, AND STABILIZED WITHIN 7 WORKING DAYS. REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
14. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
15. ON-SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS
RECEIVED FROM THE OWNER AND AN ON-SITE DEMOLITION LANDFILL
PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
16. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS.
17. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
18. EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES
AVAILABLE.
19. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
20. SLOPES STEEPER THAN 3:1 SHALL BE PERMANENTLY SEEDED ACCORDING
TO GROUND STABILIZATION TABLE. SEE NCGOI GROUND STABILIZATION
NOTES, SHEET C2.9.
21. ANY NECESSARY DEWATERING SHALL BE DONE WITHIN LIMITS OF
DISTURBANCE AND THROUGH A SILT BAG TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
22. TO FACILITATE IN CLEANUP OF PAVED SURFACES, PROVIDE A LAYER OF
SAND, SCREENINGS OR FINES PRIOR TO PLACING ANY EXCAVATED
MATERIAL ON THESE SURFACES.
23. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF
STORMWATER TRACKING PERMIT AND ISSUANCE OF CERTIFICATE OF
OCCUPANCY. SITE MUST HAVE 100% GROWTH AND 80% DENSITY
(MOWABLE) IN ORDER TO PASS FINAL INSPECTION.
TEMPORARY SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS, LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL. (SEE ADMIXTURE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD
BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING RATES.
ADMIXTURES
AGRICULTURAL LIMESTONE: MIN. 2 TONS PER ACRE (3 TONS PER ACRE IN CLAY
SOILS OR PER SOILS TEST)
FERTILIZER: 1,000 LBS PER ACRE- 10-10-10
SUPERPHOSPHATE: 500 LBS PER ACRE - 20% ANALYSIS
MULCH: 4,000 LBS PER ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 400 GALS PER ACRE
PERMANENT SEEDING SCHEDULE
SEE LANDSCAPE PLANS FOR PERMANENT GROUND COVER REQUIREMENTS.
CONSTRUCTION SEQUENCE:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE
OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND
DISTURBING ACTIVITIES OCCUR.
2. OBTAIN A GRADING PERMIT FROM THE CITY OF RALEIGH.
3. CALL NCDEQ LAND QUALITY SECTION AT 919-791-4200 TO SCHEDULE
PRE -CONSTRUCTION MEETING AND FOR NOTIFICATION OF PROJECT
START UP.
4. INSTALL TREE PROTECTION FENCE AROUND ALL TREES TO BE PROTECTED
PER THE APPROVED PLANS.
5. CONTRACTOR TO KEEP A COPY OF THE RECORDED MAP WITH ALL
PROPOSED EASEMENTS SHOWN IN ACCORDANCE WITH CITY OF
RALEIGH STORMWATER REQUIREMENTS ON SITE AT ALL TIMES, AS
PROVIDED BY THE OWNER. FAILURE TO DO SO CAN RESULT IN
SHUTDOWN OF CONSTRUCTION UNTIL A FINAL MAP IS APPROVED AND
RECORDED.
r
THE FOLLOWING DOCUMENTATION SHALL BE KEPT ON-SITE AND
AVAILABLE FOR INSPECTIONS AT ALL TIMES DURING NORMAL BUSINESS
HOURS UNTIL THE PROJECT IS CLOSED OUT BY NC DEQ LAND QUALITY
SECTION OFFICE.
a. APPROVED E&SC PLAN
b. PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR
PERFORMANCE RESERVATIONS
c. 401 / 404 DOCUMENTATION, AS APPLICABLE
d. GENERAL PERMIT NCGO10000
e. CERTIFICATE OF COVERAGE (COC)
f. A MINIMUM OF THE PAST 30 DAYS OF SELF -INSPECTION REPORTS
7. CALL THE CITY OF RALEIGH (919-996-4115) TO INSPECT TREE PROTECTION
FENCE.
8. CALL THE CITY OF RALEIGH STORMWATER INSPECTIONS REGIONAL
COORDINATOR AT [phone] TO SCHEDULE A PRE -CONSTRUCTION
MEETING PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES.
9. A RAIN GAUGE WILL BE INSTALLED ON SITE.
10. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND INLET PROTECTION
(SILT SOCKS, YARD INLET, ROCK PIPE, ETC.) PER THE APPROVED PLANS.
11. INSTALL, SEED, MULCH, AND ANCHOR SILT FENCE, TEMPORARY
DIVERSION DITCHES, AS SHOWN ON THE APPROVED PLANS. CLEAR
ONLY THOSE AREAS NECESSARY TO INSTALL THESE MEASURES.
12. CALL CITY OF RALEIGH RAPID RESPONSE NUMBER [phone] TO
SCHEDULE A SITE INSPECTION PRIOR TO BEGINNING OTHER LAND
DISTURBING ACTIVITIES.
13. ONCE APPROVED (BY CITY OF RALEIGH), BEGIN DEMOLITION,
CLEARING, GRADING, AND CONSTRUCTION OF SITE ITEMS.
CONTRACTOR TO INSTALL SILT FENCE AND SILT FENCE OUTLETS ON
DOWNSTREAM SIDES OF ANY STOCKPILE MATERIAL. DISPOSAL OF ANY
EXCESS MATERIAL(S) TO BE TAKEN OFF SITE, SHALL BE DONE SO IN A
MANNER THAT MEETS THE CONDITIONS OF LOCAL, STATE AND FEDERAL
REGULATIONS.
EROSION CONTROL MAINTENANCE NOTES:
NPDES PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS
BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24
HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE
INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE
OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE
AS OUTLINED BELOW.
1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO
EXISTING TOWN/STATE AND PRIVATE ROADS (USED FOR CONSTRUCTION
ACCESS) FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY
REMOVED BY THE CONTRACTOR.
2. MAINTAIN THE GRAVEL PAD (CONSTRUCTION ENTRANCE/EXIT) IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH
2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC AND PRIVATE (USED FOR CONSTRUCTION ACCESS) ROADWAYS.
3. INSPECT SEDIMENT FENCES (SILT FENCE) AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS ONCE
ACCUMULATION HAS REACHED HALF OF THE HEIGHT OF THE SILT FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4. INSPECT SILT FENCE OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(%2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE WIRE FENCE AND
HARDWARE CLOTH OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH OR HARDWARE CLOTH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
5. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE SIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
50' 25' 0 50'
7"nm7ML" 1)
SCALE: 1"=50' NORTH
14. INSPECT SEDIMENT AND EROSION CONTROL DEVICES AT LEAST ONCE A
WEEK, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
A HALF-INCH (DURING A 24-HOUR PERIOD), TO INSURE THEY ARE
OPERATING PROPERLY AND IF MAINTENANCE IS NEEDED. TAKE
IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
15. INSTALL, MAINTAIN AND ADJUST E&SC MEASURES AS NEEDED DURING
DEMOLITION, CLEARING AND GRUBBING, AND THROUGHOUT THE LIFE
OF THE PROJECT AND UNTIL PERMANENT VEGETATION ON THE PROJECT
IS ESTABLISHED.
16. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION
OF ANY PHASE OF GRADING OR INACTIVITY ON THE SITE.
ivvvvvvvvvvvvv/�
17. LIMIT DISTURBANCES TO AN AREA THAT CAN BE STABILIZED AT THE END
OF THE WORK DAY. WORK SHOULD BE SCHEDULED TO BE COMPLETED
IN DRY CONDITIONS IN THE SAME DAY.
18. ALL GROUND COVER TO BE APPLIED PER CONDITIONS OF THE NPDES
PERMIT OR IN CRITICAL AREAS AT END OF EACH DAY.
19. EXCAVATE AND REMOVE EXISTING ASPHALT TRAIL.
20. AT LOCATIONS WHERE STORM PIPING IS BEING REPLACED, ADJUST SILT
FENCE FOR PIPE REMOVAL.
21. REMOVE EXISTING STORM PIPE, AS INDICATED ON THE DRAWINGS. PIPES
SHALL BE REPLACED IN THE SAME DAY AS REMOVAL.
22. INSTALL NEW STORM PIPE (SAME SIZE, LENGTH, LOCATION AS EXISTING
PIPE REMOVED).
23. INSTALL DOWNSTREAM RIP RAP.
24. RE -ADJUST SILT FENCE TO ORIGINAL LOCATION.
25. INSTALL STONE BASE AND PAVE NEW ASPHALT TRAIL; INSTALL ANY
REMAINING SIDEWALKS.
26. SCHEDULE INSPECTION WITH NC DEQ EROSION CONTROL INSPECTOR AT
[phone] AND CITY OF RALEIGH INSPECTOR (RAPID RESPONSE
NUMBER [phone]). IF APPROVED BY BOTH NC DEQ AND CITY OF
RALEIGH, REMOVE REMAINING TEMPORARY EROSION CONTROL
MEASURES.
27. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED.
28. CALL THE CITY OF RALEIGH RAPID RESPONSE NUMBER [phone] TO
SCHEDULE STORMWATER FINAL INSPECTION.
29. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT
DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE
PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT deq.nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (e -NOT). A $100 ANNUAL GENERAL PERMIT FEE
WILL BE CHARGED UNTIL THE e -NOT HAS BEEN FILLED OUT.
6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
7. INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS
FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS,
AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A
VIGOROUS, HEALTHY CONDITION AT ALL TIMES. REPAIR JUTE NET AS NEEDED
TO ENSURE A GOOD STAND OF GRASS.
8. TEMPORARY SEEDING:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
9. PERMANENT SEEDING:
A. GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE
FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE
FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND
MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON,
IF POSSIBLE.
B. RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE
CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER.
RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER -SEED
THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE
TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
C. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF
ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE.
D. FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT
USUALLY REQUIRES RE -FERTILIZATION IN THE SECOND GROWING
SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION
9TABLE 6.12B). USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
S=�1
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
� -0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
01)niiiiuu//1/0i
04
N 1191
wo
°'yw• WES-%*\- X8.09.19
COPYRIGHT @ 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
p g
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
PROJECT: SE18.085
ISSUE: NC DEQ - E&SC Plan 1 06.05.2019
REVISIONS:
1 st Review Comments 1 08.09.2019
PROJ. MGR:
I J. W ESTMORELAND
DRAWN BY:
N.. CLING
CHECKED BY:
J. WESTMORELAND
EROSION CONTROL
NOTES
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EN WIRE FABRIC
RNING SIGN
(RANGE, UV RESISTANT MIN. 10 GA.
(IGH- TENSILE STRENGTH LINE WIRES
ILY BARRICADE FABRIC (TYPICAL)
NOTE: FOR TREE PROTECTION ONLY
NOTES
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
WARNING SIGN
TREE PROTECTION AREA
DO NOT ENTER
to
ORANGE, UV RESISTANT
HIGH -TENSILE STRENGTHPOLY BARRICADE FABRICCTYPICAL)
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
( SEE DETAIL TPP -02 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER FOR THE REMAINDER
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE
AND SPACED AS SHOWN.
PLASTIC OR
WIRE TIES
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL POST
PLASTIC OR
/ WIRE TIES
2
PROVIDE WARNING
BLACK LETTERS
LANGUAGE IN BOTH
B -B
FASTENED AROUND
ENTIRE PERIMETER
ENGLISH AND SPANISH,
10.0 PLASTIC LINING
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AS SHOWN
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TYPE "BELOW GRADE"
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FRONT VIEW
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TREE PROTECTION AREA
SECTION B -B
2X1ROUGH
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DO NOT ENTER
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CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
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URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL POST
PLASTIC OR
/ WIRE TIES
B" �II�II'' IIIII 11111 _ 11111
MIN
IIII -
II FI MIN SILT FENCE GEOTEXTILE FABRIC = IIIII = IIIII
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-
'llll
SIDE VIEW PROVIDE WARNING
LANGUAGE IN BOTH
MAINTENANCE: CLEAN OUT AT 50% CAPACITY ENGLISH AND SPANISH,
LIFE OF FENCING: 6-9 MONTHS AS SHOWN
DO NOT DISTURB TREE CONSERVATION AREAS 40"
SILT FENCE SHOULD NOT BE USED ALONE BELOW
GRADED SLOPES GREATER THAN 10' IN HEIGHT. `v
TREE PROTECTION AREA
a
A DO NOT ENTER
NOTES:
y 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
Z
(SEE DETAIL TPP -02 FOR EXAMPLES) ZONA DE PROTECCION -��
l 1 Z THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
n yy y UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF. " PARA ARBOLES - NO ENTRE
G 3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
S d Q ON CENTER FOR THE REMAINDER WARNING SIGN DETAIL
021 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
A o Z 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
Ej D 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
00 � Z po 8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE
o y M AND SPACED AS SHOWN. CONTACT INFORMATION:
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O rn p r M, 10. SEE NC STATE DENR PRACTICE STANDARDS %SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE
WM n 0 APPLIES; PLANNING CONSIDERATIONS 8 DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN PARALLEL WITH THE TOE CULTURAL RESOURCES DEPARTMENT
Mm { y OF THE FENCE.) URBAN FORESTER:
a [e-mail]
WWW.RALEIGHNC.GOV
m
10 mil PLASTIC LINING SANDBAG
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-
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LIFE OF FENCING: 6-9 MONTHS AS SHOWN
DO NOT DISTURB TREE CONSERVATION AREAS 40"
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TREE PROTECTION AREA
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A DO NOT ENTER
NOTES:
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G 3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
S d Q ON CENTER FOR THE REMAINDER WARNING SIGN DETAIL
021 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
A o Z 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
Ej D 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
00 � Z po 8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE
o y M AND SPACED AS SHOWN. CONTACT INFORMATION:
► Z > ^I..I 9. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. CITY OF RALEIGH PARKS, RECREATION AND
O rn p r M, 10. SEE NC STATE DENR PRACTICE STANDARDS %SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE
WM n 0 APPLIES; PLANNING CONSIDERATIONS 8 DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN PARALLEL WITH THE TOE CULTURAL RESOURCES DEPARTMENT
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a [e-mail]
WWW.RALEIGHNC.GOV
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BLACK LETTERS
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B -B
FASTENED AROUND
ENTIRE PERIMETER
NOT TO SCALE
10.0 PLASTIC LINING
PLAN
1 12' DIA 81"
1,12"DIA-fl
NOT TO SCALE
(OPTIONAL)
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BLACK LETTERS
INSTALLED TO SECOND
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FASTENED AROUND
ENTIRE PERIMETER
NOT TO SCALE
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WITH TWO STAKES
1 12' DIA 81"
1,12"DIA-fl
WHICHEVER IS
(OPTIONAL)
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STEEL WIRE
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FRONT VIEW
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- 1111
SECTION B -B
2X1ROUGH
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NOT TO SCALE
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WOOD FRAME
WOOD FRAM
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3. SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION
(2 PER BALE)
\
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(TYP)
10 mil PLASTIC LINING
CONSIDERATIONS.
PLAN
4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED
NOT TO SCALE
SLOPES GREATER THAN 10' IN HEIGHT.
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
5. MUST BE LOCATED >50 FT AWAY FROM I NLETS/WATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
B
L
VARIES
2
STAPLES STRAW BALE BINDER WIRE
(2 PER BALE) 10.11 PLASTIC LINING
BLACK LETTERS
INSTALLED TO SECOND
25' OR FULL WIDTH
6" HEIGHT
_T
NATIVE MATERIAL
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1 12' DIA 81"
1,12"DIA-fl
WHICHEVER IS
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-
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- 1111
SECTION B -B
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2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
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(2 PER BALE)
\
�10'MINIMUM
�
NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
5. MUST BE LOCATED >50 FT AWAY FROM I NLETS/WATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
B
L
VARIES
B
10 mil PLASTIC LININGl PSN V STRAW BALE
NOT TO SCALE (ryP)
TYPE "ABOVE GRADE"
WITH STRAW BALES
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS OATE-6/1/16 NOTTOSCALE
CONCRETE WASHOUT
SW -20.25
TOP OF SILT FI
MUST BE AT LE
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THE WASHED;
NOTES:
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2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STEEL PO
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
ll FILTER FABRIC,
AND HARDWARE
STEEL POST SET CLOTH IN TRENCH.
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SECTION VIEW
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ON GROUND
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MAINTENANCE: CLEAN OUT AT 50% CAPACITY o„
LIFE OF FENCING: 6-9 MONTHS SIDE VIEW
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
IIII IIII .
(III.■■■■■■■ ■■ ■■■■IIIII
SILT FENCE FABRIC
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B
10 mil PLASTIC LININGl PSN V STRAW BALE
NOT TO SCALE (ryP)
TYPE "ABOVE GRADE"
WITH STRAW BALES
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS OATE-6/1/16 NOTTOSCALE
CONCRETE WASHOUT
SW -20.25
TOP OF SILT FI
MUST BE AT LE
ABOVE THE TC
THE WASHED;
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STEEL PO
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
ll FILTER FABRIC,
AND HARDWARE
STEEL POST SET CLOTH IN TRENCH.
MAX 2' APART MIN
2' INTO SOLID GROUND
SECTION VIEW
16"MIN
/3' FILTER FABRIC APRON
ON GROUND
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< 5.. FILL SLOPE
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6^'_ �-
- MIN -
_ yM
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MAINTENANCE: CLEAN OUT AT 50% CAPACITY o„
LIFE OF FENCING: 6-9 MONTHS SIDE VIEW
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
IIII IIII .
(III.■■■■■■■ ■■ ■■■■IIIII
50' MIN.
AND SUFFICIENT TO KEEP
0o
SEDIMENT ON SITE
> 0p000000 o 00 SOOOo('o000 oo oo00000 0000$�0000000 �00
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PLAN
SILT FENCE (SEE NOTE 1)
SILT FENCE FABRIC
1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
INSTALLED TO SECOND
25' OR FULL WIDTH
OF PROPOSED STREET
WIRE FROM TOP
OR ENTRANCE,
OVER THE STONE, THEN THE TIRES OF THE
WHICHEVER IS
VEHICLE MUST BE WASHED BEFORE ENTERING THE
GREATER.
PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION
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FRONT VIEW
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NOTES:
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION
SPECIFICATIONS, WHERE PRACTICE APPLIES AND PLANNING
CONSIDERATIONS.
4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED
SLOPES GREATER THAN 10' IN HEIGHT.
50' MIN.
AND SUFFICIENT TO KEEP
0o
SEDIMENT ON SITE
> 0p000000 o 00 SOOOo('o000 oo oo00000 0000$�0000000 �00
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000 000000p0 0 0 00
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O 00000 0
-05000 0000 0 ( SURGE STONE OR 000
Z 000000 o RAILROAD BA ST) 0 0
0p00000000 0 000 0 o S 00
W o-,,iOo�00 ��0�p00����0�0�000��
0 0 00000000S0000 00 000
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PLAN
SILT FENCE (SEE NOTE 1)
EXISTING ROADWAY � � 35' MIN.
6"MIN. o°s0000000000000000c�0c
o°o8 °ee 00000000 000 pOO C
�'III� IIIII- '111=IIIII-
IIII= FABRIC UNDER STONE
CROSS SECTION
NEW CONSTRUCTION
15' MIN.
J000�000p�'p0
X 00 0000 0 00 12" MIN.
IIII-IIIII
0 o
'III=IIIII=IIIII=
IIIII=
MAINTENANCE:
ADD ADDITIONAL STONE AND "FLUFF" TOP
DRESSING WITH 2" STONE.
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
­ xu
FILTER \
SILT SOCK DETAIL
SCALE: NTS
NOTES:
1. USE MINIMUM 18 IN. NOMINAL DIAMETER EXCELSIOR WATTLE AND LENGTH
OF 18 FT.
2. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
3. DO NOT PLACE WATTLES ON TOE OF SLOPE.
4. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
5. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
6. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
7. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
2" WOODEN 4 FT. 18" WATTLE
15" - 16" STAKE 2"
E
101 x 18"0 STRAW
WATTLE
REPLACE/ADD RIP -RAP DISSIPATOR,
SEE DETAIL THIS SHEET
FLOW
LIMITS OF
DISTURBANCE
OUTLET STRUCTURE DIMENSIONS
"FT.12" OVERLAP SEE INSET 'A'
3' 7 10' 7' N
UPSLOPE
12" MIN. STAKE
OVERLAP
DOWNSLOPE
STAKE
TOP VIEW
TRENCH
INSET 'A'
WATTLE DETAILd 2
SCALE: NTS
ASPHALT TRAIL
GRAVEL SHOULDER
FLOW
REPLACE EX. PIPE, SEE PLAN SHEETS
TREE PROTECTION FENCE &
LIMITS OF DISTURBANCE
EX. PIPE REPLACEMENT AREAS 3
SCALE: NTS
PLAN
TYP
FLA
SEC
i
ISOMETRIC VIEW
PIPE DIA.
- JtU I IUIN IA -A
NOTES: Filter blanket
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
1 GLENWOOD AVE, SUITE 600 I RALEIGH, INC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 I CHARLOTTE, INC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, INC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, INC 278653
PHONE [phone]
sepiinc.com
(( )C
f �l
- 0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
N 1191
i0 �• O_
WESZ*'3" 8.09.19
T //////illlllll11111�11\\
CARO
����
........
ARCH/, c•� 9///�%
G
' C-482 z-
v o
���N�/I$i ICIOW00
COPYRIGHT @ 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
david°[e-mail]
DATE
PROJECT: SE18.085
ISSUE: INC DEQ - E&SC Plan 06.05.2019
REVISIONS:
/
I \ 1 st Review Comments 08.09.2019
PROJ. MGR: J. WESTMORELAND
DRAWN BY: N. YOUNG
CHECKED BY: J. WESTMORELAND
EROSION CONTROL
DETAILS
NOTES:
1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
25' OR FULL WIDTH
OF PROPOSED STREET
2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING
OR ENTRANCE,
OVER THE STONE, THEN THE TIRES OF THE
WHICHEVER IS
VEHICLE MUST BE WASHED BEFORE ENTERING THE
GREATER.
PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION
ENTRANCE EXTENDED.
EXISTING ROADWAY � � 35' MIN.
6"MIN. o°s0000000000000000c�0c
o°o8 °ee 00000000 000 pOO C
�'III� IIIII- '111=IIIII-
IIII= FABRIC UNDER STONE
CROSS SECTION
NEW CONSTRUCTION
15' MIN.
J000�000p�'p0
X 00 0000 0 00 12" MIN.
IIII-IIIII
0 o
'III=IIIII=IIIII=
IIIII=
MAINTENANCE:
ADD ADDITIONAL STONE AND "FLUFF" TOP
DRESSING WITH 2" STONE.
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
­ xu
FILTER \
SILT SOCK DETAIL
SCALE: NTS
NOTES:
1. USE MINIMUM 18 IN. NOMINAL DIAMETER EXCELSIOR WATTLE AND LENGTH
OF 18 FT.
2. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
3. DO NOT PLACE WATTLES ON TOE OF SLOPE.
4. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
5. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
6. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
7. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
2" WOODEN 4 FT. 18" WATTLE
15" - 16" STAKE 2"
E
101 x 18"0 STRAW
WATTLE
REPLACE/ADD RIP -RAP DISSIPATOR,
SEE DETAIL THIS SHEET
FLOW
LIMITS OF
DISTURBANCE
OUTLET STRUCTURE DIMENSIONS
"FT.12" OVERLAP SEE INSET 'A'
3' 7 10' 7' N
UPSLOPE
12" MIN. STAKE
OVERLAP
DOWNSLOPE
STAKE
TOP VIEW
TRENCH
INSET 'A'
WATTLE DETAILd 2
SCALE: NTS
ASPHALT TRAIL
GRAVEL SHOULDER
FLOW
REPLACE EX. PIPE, SEE PLAN SHEETS
TREE PROTECTION FENCE &
LIMITS OF DISTURBANCE
EX. PIPE REPLACEMENT AREAS 3
SCALE: NTS
PLAN
TYP
FLA
SEC
i
ISOMETRIC VIEW
PIPE DIA.
- JtU I IUIN IA -A
NOTES: Filter blanket
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
1 GLENWOOD AVE, SUITE 600 I RALEIGH, INC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 I CHARLOTTE, INC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, INC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, INC 278653
PHONE [phone]
sepiinc.com
(( )C
f �l
- 0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
N 1191
i0 �• O_
WESZ*'3" 8.09.19
T //////illlllll11111�11\\
CARO
����
........
ARCH/, c•� 9///�%
G
' C-482 z-
v o
���N�/I$i ICIOW00
COPYRIGHT @ 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
david°[e-mail]
DATE
PROJECT: SE18.085
ISSUE: INC DEQ - E&SC Plan 06.05.2019
REVISIONS:
/
I \ 1 st Review Comments 08.09.2019
PROJ. MGR: J. WESTMORELAND
DRAWN BY: N. YOUNG
CHECKED BY: J. WESTMORELAND
EROSION CONTROL
DETAILS