NCC231113_Site Plan or Location Map_20230420

APPLICANT/CONSULTANTS o
LANDSCAPEARCl1fIECT. AARCHITECT: F m=
COULTER JEWELL THANES PA CLINE DESIGN ASSOCIATES 2 w
111 WESTMAINSTREET 125 N HARRINGTON ST
U 2
ELIZABETH STREET APARTMENTS
DURHAMNC 27701 RAIEGH AC276U3 4 N
919-682-0368 919-833-6413 w p
CONTACT:JERENIYATIDFRSON CONTACT:CARL WINSTEAD Q>
_
ULTERJEWELLTHANES PA m
CO
111 WESSTM�AIN STREET a W �O� �o��
1 { 27701 U w J ewe 0 0
919-682-0368 Z
DU RHAM, NORTH CAROLINA � PR T°NROSTR =° T
a p Il hamesenA
aw
3 111 West Main Street
PROJECT DATA VICINITY MAP
t Durham,N.C.27701
V1 i a p 919.682.0368
f 919.688.5646
LE NTS
PARCEL SC' W Z www.cjtpa.com
OWNER:HOUSINGAUTDRIIYOF THE CLYOF LURHAM
AI%3RESS:533 EMAIN ST
PIN:0831-09-166191
PARCEL ID 102895
ACREAGE:9.17 AC
IANDLGE yS.
MISTING SVC/WELFARE
"BERTM r. CLINE
PROPOSED MITI-RFSII�'lIPL(PPAR1IvENIS)
ZONING: ApH•
EXISTING IDS1/IDS2
PROPOSED NO CHANGE 54�E�
OVERLAYS, INAJ $; DESIGN
DCVIIDPNENT TIER: DOWNIOWN o„ , �g�g Si '/'
N J s
RIVER BASIN: NON Ei*> 9Y
TOTAL PROJECT AREA 9.22 AC(401,444 SQFI)
AREAOF DISTURBANCE, 4.59 AC(200,125 SQ FT) LAUREL
SIZE AREAN 100 YEARFHIODPIAN: 0 AC;FEMAMAP#3720083100J(05/022006)
r STREET
Project:
Elizabeth
Street
LIST OF SHEETS Apartments
SITE PLAN
CD-0.0 COVER SHEET
CD-0.1 EXISTING CONDITIONS
CD-4.0 EROSION CONTROL
CD-4.1 EROSION CONTROL
CD-4.1A EROSION CONTROL
CD-4.2 EROSION CONTROL DETAILS
CD-4.3 EROSION CONTROL DETAILS Durham County,
North Carolina
EROSION CONTROL
d•1�p1 CARP'%,
aP 'ssi
` SEAL =
= 35003 i =
APPROVAL STAMPS „PFSlNciNE�yy��
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7175121
PRELIMINARY-DO NOT
USE FOR CONSTRUCTION
Job Number: 1993
Drawn CWA
Checked PBR
Date 05.25.2021
Revisions 07.15.2021
PROJECT NOTES
• BOLRIDARYANDTOPOGRAPHC NFORMATIONE ®SSED ONSDRWEYPROV] BYCOULTERJEWEILTHANES,PA Sheet Title:
DATEDAPRIL,2020.
Durham Site Plan Case#D2000282 COVER
SHEET
JOB SITE COPY:A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE AND
AVAILABLE FOR PERIODIC INSPECTION AND USE DURING CONSTRUCTION TO
EVALUATE COMPLIANCE WITH THE APPROVED SITE PLAN.REQUIRED INSPECTION sheet Number
WILL NOT TAKE PLACE IF THE JOBSITE COPY IS NOT AVAILABLE AND C D-O.0
RE-INSPECTION FEES WILL BE CHARGED. �+

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�I1 SS/ W \ I •� — r_-- =__ - SS_ZONE: _ ��_ .ALM • _ DESIGN
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Q ������. LL��11/ '�'--tIlWr'�\\ \i `—\wII' ? ' i1jlROPER7Y/Ro uNEProject:
y% ' , ',I\'•S Oro **? "& � � I—"6.'.�'e Yi -t .���` I I`3'�� ` N �, ' LIMITS ) EIizabeth
a .� • a 4�4 ��//��`�� �: �\ - �II _ �iu, I I LIMBS
\ 9& / Iii‘:44:4-------74.-::',111'.� ° M f0 ��%! / `\� ��� I I L7 Street
�� `° I; '�` �_�I/ ��ll�� ; ,4 Apartments
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7/101
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PRELIMINARY-DO NOT
k ( sy,- \W� /, Aso . --Wt IOW /��./s USE FOR CONSTRUCTION
� / p S ° \® / o r,.r r s lob Number: 1993
° w� PI - - -26I .1 W ,. /E / /�� / m N( ' �/ /0
\ /� \w \ \\\\C / '. / /
Drawn CWA
s Y,f/ coM/,w,uerMnvi9cA.eeEN s+z \\\ \\\:vs �� / Checked PBR
S \ u o `•
" \ ss \ ' \ A3 � / / Date 05.25.2021
d \\ \\�� v`T�'^'�/ / Revisions 07.15.2021
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sheet Title:
yin S i.�J.:9..\ ::l "�
/
/" Mss ,°, s / �m / m / / EXISTING
M �� N \ \ / CONDITIONS
/ / / ,_ / \ PLAN
1 EXISTING CONDITIONS sheet Number
CD-0.1 1 30'-0" 0 15 30 60 c D-U•1

A 1/ f, 1/ I )ikI1!IIDB /X.JUNCTION BOX INSTALLATION P�a
- TO BE REMOVED 1 1 � 7
AND REPLACED. _ O
E CONTRACTOR SHALL I Q y
VERIFY EX.INVERTS (DESIGN BY ::e _-
AND REPORT ANY OTHERS) i,, --- _ _-- ----- ni --- _ ,if
6 T
DISCREPANCIES TO
ENGINEER PRIOR TO - ss m
PROCEEDING. LIMITS
'
� U rc
_ _ OF DISTURBANCE: 4.59 AC(200,125 SOFT) Z N 1�r
-.---
ill' CIP WL URB INLET jr,____----- '� ' ` �OItJJ l`���
f - TO CONNECT TO -- P STORM PIPE ---- 6� - -- -- Q z OpU�p
EXISTING PIPES -_�� I ')Di„ VCP S M-s 55> `\�B� �- Z w �I�V V���
CONTRACTOR SHALL _- um s - __ _.- - _ , -__ \-.. ` Z (�`�
SIDE,LOCATION. _______ �.p.�qss 1 - _- - / - Thames.,
�'1 ADI_ .-.,a_ M-M �+IBP'a`1+M:51:11EST10,__-----...
INVr�IW3„7�813 �"' -��v _ \ �/� _ 'L. Il Il
FO d NSTRUCTION. �3 "�/ 7 _m _ --_�z�.- '-` . ', z
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\ - __.-z - -- I�3B159 _�,. \1 V. 411 2� 111 West Main Street
2., "' 14"RCP S s ss 1Z _ - R; ` � _ -„ \ \ - j our s s9 w o Durham,N.C.27701
s d'ca s ss- _ \ CB 1e ,�, `v I /^\ \ \ \ \L- 7 I \ I W rc 9196620368
£\ s ., ,• © / / \\ \\ \ \ i \ I \ I 1 GRADING NOTES: Z Q P
\F��11- 4 ---� _ _ _ T ,-�,�! �`.. •�T' \ \\ \ \\ \\ \ \\� ONNECIIALL)t00k-�� I '� ff': U' O f 9t9.688.5646
_ _ ��77 1. AT THE START OF GRADING INVOLVING THE
_ �_ - \ ' _�e� �t - ,:.�� -_r` - R� � \ "ll' ��\ \\ \ \ \ \ I LEADERS PTO SI II,ET A - Q • LOWERING OF THE EXISTING GRADE AROUND A W z www.cjtpa.com
r► 385 _ ,...,w---`-":"---.- -- _ ---ET-` - I 17'\I \ \ 1 PIPING'DR I�1kE.T• I `.' s TREE OR STRIPPING OF TOPSOIL,A CLEAN, SHARP,
�� "• 0- v - -,- ONNE ROOF M \ I __ \4L I I \ VERTICAL CUT SHALL BE MADE AT THE EDGE OF
w ��a.- ',.y p © 1. h'-y''- __^, \�\ \\' ERS TO STORM -- ,�� war \ ,_� I \ I 'F \/ / -Snr' THE TREE SAVE AREA AT THE SAME TIME AS OTHER
'_s -• � rAa\ - i- - I '__ - =\ :/ / \ z,.""�\_��\\ IeINC OR IN6,EF I DI, I >� \ \, I \ ----� I I ,J FFE / 4 EROSION CONTROL MEASURES ARE INSTALLED. TREE
_ 3W "-,I PROTECTION FENCING SHALL BE INSTALLED ON THE
%sue�•a$ _ / I _ `� \
_ v / A I I) 1 381.5 / I
-1 1- _ / �, - SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE
'< ��ii:j; i
.` 2 / 1 l FFE \\ / _ I l 1 \ \ \ I I 1 'I' - 1 f TRUNK.
© \ _ / / / -00rLEADERJ i I'I\ _ / / 3835 ERDRAIN
( - M T \ / / I ® 2. N\ \ 'MI IMATERIALS, FILL OR PARKING OF EQUIPMENT
-' I \ \ FLUSH CURB C3. O /r \ AVG.G'.E �d50 I SHALL BE ALLOWED WITHIN THE ROOT PROTECTION
\ii \ EED AND- -i W _ '/ J \ /-'„'I / \ \ 3,5 ZONE,AND NO TRESPASSING SHALL BE ALLOWED
PROPOSED \ ` DISTURBED AREA = E, _, _\(HATC/H) \
V' -'t I� _ (_ ') P ,.�i4� )RAMP.OWN rr ® / I \ �l 22J �l / I I 1 J/ I �' I ZWITHIN ONE THE BOUNDARY OF THE ROOT PROTECTION CLINE
STORM EASEMENT / I ly'I/ POSED C.': c\ (` I W l' �.'% I \I © I \ I
( ) (11 36� INLET(TYP. _ vr�.3 �.� i 1 I I I ,�.
zS; VARIES) . _ ., .� . la __ L o 0 E S I G N
/ I I �__ _ - �� \ 'zz _I �) 37gro/onv �'� �� NOTE:
I I \ , \ �' Il� ROOF LEADER I PRIOR TO BEGINNING INSTALLATION OF NEW STORM
l r 3 /I I ©N I _I ;` ' gm��martp 111It 1� ���� \ \,�� =6 1•'\ �I 2/ _ I l '�/ �/ I\ I I DRAIN,ALL EXISTING INLETS AND STORM DRAIN PIPES
EXISTING \ // I `\ I .� ��/,`j•=��jIL-I�_�� _ _�� \ , �� �1�yrr/y, J4'�I I '1 _ `I \ / ARE TO BE FIELD LOCATED BY CONTRACTOR.ALL PIPE
INLET TO 8 - f--� -�� !� ,.OS .- 1 :6\ L \ T_ u7/ I _ / j SIZES AND INVERT ELEVATIONS ARE TO BE VERIFIED BY
.;I_r�\ __ ► 1 Q P'OPOSED YARD \ / THE CONTRACTOR REPORT ANY 0/SCREPANCIES TO
REMAIN ^ \ \ Q9 11I,'.,��- � -�_,-tl"� \ I q A' .. ry 4 \ _f i RMW '1 �I
3/ , 1 \V` R ORR�A//�rP.,�I \ \ 3L ® ORMWA:- I INLET(T1P.) I I I ENGINEER PRIOR TO PROCEEDING LATH STORM GRAIN LAUREL
'. :. , �J - ` \ \ \,`\P'"'\P)�- \ \ iiit EASEME \l I 3i� I
I REMOVAL OR STORM GRAIN INSTALLATION.
GRATE 39.F..-• .v I / vi I -.V I_ \ -V'�. A __\ \ �, I Ifi ! I .....r
INV INi_47 �- o o l 4 I � o , 1TREET
. !i` ys.. - -C• J J \� . ` � � �'/// I / :�j)\\ �,] Project:
L... ---.
Is-
I I. IN'M61 Illt
(rcHj U4HuRe /-- _ I ) �'� Elizabeth
Ir �1� . / \ tiIKI� v D�di!
sEGME �TNNINc�YALJ/, 6 Street
T ,.; © � cuR(3 ti�T\ �1P oHERs)/ p 11�I
i� 8„GIW w
,,/,3� - / / -� ,( ,`©. a` (,. \ �11 \ I \ ` \ ) %/ -CP STORM / I Boa SS Apartments
lments
\ /Nv SO1=sss_34--- // �� /� -- \ (� -/gib,: \'� V.I \ r I,LET a Ma I// I PIPE(TYP.) �a I
3970o.oew \ n /'
/ TREE PROTECTION \i. \\ \\ � ' �� _-` t uf��'� : �I ll ®CNN ®Il�j, �V.
1
1
'�- � C . /-\� _ FENCE \ 39e.rorW \ / I (,)-� ,'_„) 11 ,1 4�' c ��. "� ;.l_3_ i��S 'diill��1 4'If 4 H
�� _ II �-� Is,
IT,/----
/ \v ) I 397.00BW 1 �I •v �� 0 �3 r �.� y_ � - im .0 ss N
N A V ! �-rA� ,. T 111 \ LEGEND Durham County,
--- - /- ��i -� V/ V 1 I 0 y \ CORM PIPING
\ 4 .EX.C�1RB North Carolina
J_ \I II I I � INLET.R¢BLAL Water Valve
�� V / SEGMENTAL/RETAINING WALL / I m�� A�=D/ 1,13 V I V I I I ,� A INLET TO i Yard Inlet BE
- / /@\,,/�/ ` U J a \ T 3�040. s ACCEPT NEW Mad Box
`� ---_ \ j J',���� / •
+� I \ • \ h- R \ Marl Inlee/Macon Basn o
\� ) ( (DESIGN BY OTHERS) I iP / \i l I 9) II'� s Puz�3�a5
.-�°as \. -.... /� ) I I ® CONTOURS TYP11 I I `\ I �, q,' �t
.� / / I ( � \._ EXISTING \ \ \ III /Y.NV OUT=3.32
/ (/ v v .._:... 1 I A I 1 1 a IXNt.ED�lJ Re Electric Signal anetormer 0
1 I CONTOURS\(T1P 1 � 1 r +-INV DUT=364.7)�' V
�� \ 1.xr `\- \\�1 III I ;'I - BE REBUILTz toectric s Meter oaten Box
.iv ) 1 A v p v ��e�4 !I / 1 V I 1 1 1 -,,/co sanitary sewer Manhole
I I A ' tip/ ( I I III I I <h Storm sewer Manhole ® EROSION CONTROL
'� • / AVA�vv� ti I V I I�jl� �'N J Telepnone Mannale
1)11 I I a Electra Manhole) ���� � 1 III I M ro� p
/ -v �)AI) 1 A /I 11)I A 3 cz .R° , Sign /
PROJECT PHASE AREA //) I I I III %\ y y S� elepnone Peaestal ®� "1,{1CARp.......
-v r 5 / of A / GRATE 3B0.90 / / �� Fre Nvdrant 4' o`Q� ........
It
r Rr -V A I �'�///®FULL OF DEBRIS l //IIIIII1 I / Fire Deportment Connection ��c j Z•'O]'/
�X a� 1.
/\a\ / I 1 R II ) �S 3 i
I" NABLE 70 OBTAIN INV R7 \-011,
11.
. / /// 95� IP' Post Ind eater Valve � S�L/ I RIM=387.11ss ��L water Manhole ® - 35003DRAINAGE TABL / l V-3 1� // / I I/1I III ,,,/ INV`.Yx 1.81 Water Meter OO - •Q.
7�. / 1 1 �10J �'[V
UPSTREAM UPSTREAM INVERT INVERT PIPE 04i1NGl INV J• T'7.29 yi
/ -'\/ ) I I INV T=365.91 Hot Box ® '' NGINEE k`
/ d111 Fs..........y5;
PIPE SEGMENT RIM BACK OF CURB UPSTRM DOWN. LENGTH DIA SLOPE MATERIAL GASKETTED Z � // I ,'W/I I . Utility Pole 0], x/y�N B 11
CB 2 TO EX CBI 389.90 370.40 360.85 360.66 15 48 1.27 RCP \ / 5 / \� / `/ // // // / //1/ / 3 / Guy were ) /T"0111111\11``
DI TO CB 373.00 363.90 362.50 20 48 7.00 RCP ��P/ / 1 //////// \) / //I/ / Light Pole OLP 7/15/21
DI TO DI 375.50 384.75 384.00 71 48 1.08 RCP /\ 0 / / / �'/// / / / // / / Sewer Cleanout OCO
Itr
$ #111,,,./.>"-V
4 / / // / / / \ / PRELIMINARY-DO NOT
CB 5 TO DI d 383.70 384.20 385.45 364.85 SB 48 1.03 RCP � 10 r / / / / / / x // // / I / / / / Flared End Section
/� I USE FOR CONSTRUCTION
CB 8 70 CB 5 382.00 382.60 368.00 365.55 44 48 1.02 RCP , �`` /// / ,//
l 1 �, /j/ / / / ///1 I / Bollartl QO
5117 lO CB 8 380.85 388.70 388.10 60 48 1.00 RCP ram: / / / / / /�//'� '// / / ///// / Gas Valve ®GV
_ y� I /ss / �// /, t / / / / ) lob Number: 1993
CB 8 TO DI 7 376.85 379.15 386.20 388.80 737 48 1.02 RCP •
` !P_ • / / / /, / / / / /// Existing Iron Pipe(3/4"unless noted)O
CB 9 TO CB 8 377.83 378.13 389.25 388.20 103 48 1.02 RCP �� ; , / / / I / // //// SEED AND ///`// I �/ / 1/2"Reber •
CB 10 TO CB 9 380.05 390.55 372.65 370.25 79 36 3.04 RCP / ` , lry / / I / / / /// / DISTURBED ABE1t(TYPVA / // •' 1/2"Iron Pipe Set O IPS Drawn CWA
CB 11 TO CB 10 367.80 368.30 380.60 373.15 149 30 5.00 RCP / / / / / ) 6/// // / // / /\ ) 1 ) / / A/ / / Existing PK Nail •�PK Checked PBR
I / / / / IDate 05.25.2021
i
-\ CB 12 TOM 11 390.50 391.00 381.05 380.70 34 30 1.03 RCP / ` / / / // / - \ . I i i// / , I/ I \ /// // / ////I ,,, / PK Nall Set •PKS Revisions 07.15.2021
0113 TO 0I4 379.80 373.50 372.35 43 15 2.87 RCP / // ,�// / \ / / / ///I/�`/ I Computed Point
0
CB14 TO CB8 382.20 382.70 375.95 375.40 56 15 1.00 RCP // / / /j/"'////�/\ \\ I\ \(I // ////////,1`r -- Concrete Monument
/ CB 15 TO CB 14 383.80 384.10 378.85 378.05 00 15 1.00 RCP / lir J ///\\\ Tree Line
/ J / / \ \ / ,.41 / / h 1
$ p
// % / ' \\ \\\\1 / /// / /a6] / / / / Fence
CB 18 TO DI 7 380.50 381.00 377.00 378.85 31 18 1.13 RCP \ /�_,� / i / ` �\ . .
CB 17 70 CB 18 383.20 383.70 380.00 377.25 133 15 2.07 RCP '/' -/ / / 7'• ^� ! \ \ \\\\ / / / / / Underground Telephone
Electric
/ ) _ i / l \ \-,--I I I a \ / / / / `b /�`» 3 Gas Li roans Telepnone
i\ -�� /�� \\ '� ll / l cos Line
DI 78 TO DI 3 371.50 368.25 368.00 11 15 2.27 RCP / �' / / I '�1 \\� / / / \ c.s
- DI19 TO DI 18 378.50 373.00 368.35 60 15 7.75 RCP -/ -- :u/ j _ / \\�\ I / / / Wafer Lne m w w
I / Water Line(to be removed) IIVW
DI20 TO DI d 379.50 375.00 372.35 42 15 6.31 RCP Sl.'2I�� \ •d•'%e ) //-. // / I \ \ \ \ r /// / / Overhead Utilities ' -
DI 21 TO DI 7 379.90 376.45 375.95 49 15 1.02 RCP - +N� •'/ ,__/
- / / \ \ I zs Storm ry ewer ss ss
7�. \ ,-/-_,„„
/ \ ��� / Sanity Sewer
0122 70 D121 379.90 376.85 376.55 27 15 1.11 RCP i r I \ I I J�
E 1 1 / sheet Title:
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EXCB 24 TO CB 2 369.52 370.02 362.50 362.00 47 18 1.06 RCP YES -OHH \ \\ -J / �° - -�/ / // /// / /- i j/)- //1 0\/e , / / GRADING&^� w� r cRy{�n.6e� /--------___
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_ /�� "' A^ uu 4A -GRATE-3:7fi \• 1 ,380 \ 1., a o °u _ CLEARING,GRUBBING,DEMOLITION,OR GRADING OWNER OR OWNER'S REPRESENTATIVE AND
,, I• I m. RCP m s g° VCP SS --t ��._fiYI.KL'� ��'•_ � - _ ---:"�-� r -- __UK _ 68\\ \\�T/ --\\\\ //J _ \\"� 07 3:. •ou - GRADING CONTRACTOR SHALL ATTEND TO DISCUSS THE SCHEDULE AND EROSION CONTROL PLAN. 111 West Main Street
55 Z� y-il •i._'�__-C•' -5 _ +BRAIDr--37124 s i��SP -// 5 \ \\\ \p �\ �,� _- \ -r � ill4 N�lOU77569 Gu NOTIFY LAND DUALITY SECTION AT(919)791-4200. WO Durham,N.C.27707
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_-_£MERGEwCY� � - ( \ \ \\ \ \ / 3 \--- I I I r 3 S- SEDIMENT BASIN,DIVERSION DITCH,INLET PROTECTION,SILT FENCE,AND SILT FENCE OUTLETS.
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_ �f� - •• - -�2' P -iii -\ -\ -\ 9CIEN0 SKIMMER TO\\\ \ \ ��\ / _ 1 I l o' I I 5.DEMOLISH BUILDINGS AND PARKING.IN AREAS WHERE NO ADDITIONAL WORK IS PROPOSED,SEED, W I P
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w -- • / _ \ '� _ \ i yy;0 OM�368.64 / 3 6.FOLLOWING COMPLETION OF EROSION CONTROL MEASURE INSTALLATION,BEGIN CLEARING,
• ss �v a � • • �� 1 1 1,1'1\� s _-•-I "%`..- ,T�` = L --;_-_-1 ,-- \ \ \ \ A, P PT s-._ I I I GRUBBING,AND GRADING OF SITE MAINTAIN EXISTING WATER,SEWER,AND STORM DRAIN SYSTEMS
,' �- o fl \ �..,-�„ �4 V \_ \f 0 P - -` y�i\C \ -� III I I I I i SO THERE ARE NO INTERRUPTIONS IN SERVICE UNTIL NEW UTILITIES ARE IN INSTALLED AND IN
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ENTRANCE \ r,•� SLOPE AT DIVERSION " - n% -,- y\\ I o T •'h l R \ / yy INV OUT=6791 1 -1 I PROGRESSES TO ENSURE THAT NO SEDIMENT LEAVES THE SITE rF SIGN
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i � C SEDIMENT POND N w �� �\ \ �v I /w 1 \ �L� I s / , / / I ,� 10.ALL TRENCHES ARE TO BE BACKRLLED AT THE END OF EACH WORK DAY. INSTALL A
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I lr\ l \J � ES ` 3'CP _ p , /I I I N I \ / /�lE IION D�TC�f 123 \ / �B� \\ W� I / "• I THAT NO WATER OR SEDIMENT ENTERS THE UTILITY LINES.
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' //�.L\ , / I / 1/////--1 1 I`-1`_ __I ``` I/ \ss / I1 I � y 4 / \ \ \ �{I \ I/7�11 s I I I 11.INSTALL PAVEMENT BASE,AND PAVEMENT AS APPLICABLE.
C� SEDIMENT BASIN 1 0 \ ssll I \ 1 l --�-F' V I I \ \ \I h� . 14 /11 / / I l
(/� / p �- \- �. / \ ,� $\ \, \\ \\ -/ s L�/ I 1 y 1 12 CONTRACTOR MUST HAVE APPROVAL FROM LAND QUALITY SECTION PRIOR TO REMOVAL OF
1� ''------'';'----5- / / / // / / l%A�\ .*,��i �A �ag�� / •\ I s _ y��a --\ IIp , / / / / I; MEASURES. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
\\ ITGA / / C'; 1. - AA ,� l 1 \ W / d I 1 PERMANENT STABILIZATION IS ACHIEVED TO THE GREATEST EXTENT PRACTICABLE
.� \., '\ // /--\ ' \\- \2\\ 1\ I \\ \ \\ // \\l \\`8 Cw\``' \` /--JI osq , I I/ / / iI I / III 13.CARE SHOULD BE TAKEN TO AVOID EROSION ADDITIONAL MEASURES MAY BE REQUIRED IF
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ATE 39P Y@ \ v(/) // / 7 \ \ \ \ / ss w \\` N f-17 EXCESSIVE EROSION IS OCCURRING
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NV£UT"3873- \ \ L \\\li / I/I� \ \ \ \ // `\' \ \ s`�� \\ -1 \ _- - Ill u�l// / / 1 1 '� 14 INSPECT AND MAINTAIN THE SEDIMENT CONTROL DEVICES SO THEY CONTINUE TO FUNCTION @STREET
/ \ \ �r7(� ,s \ ad / 1 ss W`,I' T_"Ip / I PROPERLY THE PERSON RESPONSIBLE FOR EROSION CONTROL WILL OVERSEE THE INSPECTION
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\ 1 1 �' Ti �I AND MAINTENANCE OF THESE DEVICES. MEASURES SHOULD BE INSPECTED WEEKLY AND AFTER A
__ r yy \ \ // .---- \\\ +�+\ I ' �I/r \ I \_ 1 \ f� T/ - 1 I I`- I I\ RAINFALL OF MORE THAN 0 5 INCHES EROSION CONTROL DEVICES SHALL BE REPLACED WHEN Project
\ J \\ �`\ \ ,Y !�_--- \\ '� 7\ / (�\\ w\ --�I i\ \\ \l q\/� I I Ioo �) \ DAMAGED OR DO NOT APPEAR TO BE WORKING PROPERLY.
/ �� 1 \ \\\\ -/- _-_ _\\- e= / I //I I - \ L �mm�\ \ ,yGP s\ 7�-/ 8 w\1 yl I I `�' FINANCIALLY/N ADDITION TO THE INSPECTIONS BY THE CONTRACTOR, THE OWNER, CTI
\ / 1p -I �yW / RESPONSIBLE PARTY, OR THEIR AGENT MUST CONDUCT INSPECTIONS IN
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\ j✓� \ \\ 7--/_- --\\\\\� \`] l-- VERSION DITCH f 1/I III l 1 / \/ \ \ _ // J - I I GRA =374.5'.4 / / l ACCORDANCE WITH NCDENR'S SELF-INSPECTION PROGRAM FOR EROSION AND SEDIMENT
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lNA'/IN= °.4�C'i. \ i \/ \ \\ _ \ \\ l /� THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE
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�� ' a $" W WL ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION.IT IS Apartments
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5/INV/0/T.2'f'''e - .-\ 7 /�/-1 \�1 \ l \ \ /l �/ l�4 1 ) a OF PRQ/ECT./ i - �"4 ,", '-/ �`5\` /\ -�l [p®�� ` \\ ` //1 I \\ J / �,I I I riTTOM#36.�. 7%%%" IS./F/T/S DETERMINED GOR/FUG THE COURSE OF CONSTRUCTION 7/iAT SIGN/F/CANT SED/MENT/S
/ / / / / /I l r�-16� \\ N \ // \ \�y> \ / 5 I I •/ /I I -�� 4 I
IL 36"RCP LEAVING THE PROJECT SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE EROSION
,„''MAPLE /7. // l \ `/ \\\ \ \ \ \\ \\ \\�\�� \� / / ) •�• I //� I i II\ \ I
I I CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND DISTURBING ACDVITY lS OBLIGATED 70
` , \ \ r - TAKE ADDIBONAL PROTECTNE AC770N.
\ IALL BUILDINGS WTFWN \ 'e \ � ) / �VIN 362• I 17.KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD OR DEBRIS IS
PROJECT L/M115 10 BE REMO ^ `� / / /I \ \ \\ \ \\ V 0 360+ TRACKED FROM THE SITE,USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY IF MUD AND
PE / / I \ \ \ \! \ \\ \ \ OFJ) I I DEBRIS ARE NOT KEPT OFF THE STREET ENFORCEMENT ACTION(REVOKING THE GRADING PERMIT
--/40� - \ 1 1\ / /) II / // I I \ =\ \ \\,R „' i�-- \\ \ I- I \ 1 I I \\ ' AND/OR A STOP WORK ORDER)MAY BE TAKEN.
\\\�/� \\ $\z � '� `�3=�1��1� \ \\ o \ I 8 GROUND STABILIZATION WILL BE APPLIED WITHIN 14 DAYS FROM LAST AND DISTURBING
\ --_ u\�,\I\ / o //Y 1 \/ \ 7�, I� ,_J, I ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 DAYS. CONTRACTOR IS Durh:\0\4,,C oon t
-_ �/ \ .,4% T1 I \ \ o`\ o - ^e- . \ y I \I"\ I / \' RESPONSIBLE FOR TEMPORARY SEEDING THAT IS REQUIRED DURING THE PROJECT AT NO ADDITIONAL y
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� TO Northarolina
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�' GRATE 3 i \ \ �' \ I 19.WHEN CONSTRUCTION IS COMPLETE,DISTURBED AREAS ARE PERMANENTLY STABILIZED,AND ALL
\` /\" , 22�`• -- - '\\ \ 11 LP\ -- I I \ \ \ R \ R ,U, I fJ�' \\ T YY��I�1l s \ TOC=3 °05 EROSION CONTROL MEASURES ARE IN PLACE,CONTACT EROSION CONTROL PERSONNEL(LAND
25-y �F 1 , / 1 \ �� \ ], TOC 370 0-s QUALITY SECTION)FOR AN INSPECTION.
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5KlOMER TO OF ANY SEDIMENT CONTROL DEVICES. THE OWNER OR ENGINEER CAN NOT PERFORM THE FINAL
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Artiorlanis'/ l1 �1 II III I I /y Z 21.WHEN CONSTRUCTON lS COMPLETE AND ALL DISTURBED AREAS HAVE BEEN PERMANENTLY
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" STABILIZED,AND LAND QUALITY SECTON HAS GNEN APPROVAL,REMOVE ALL TEMPORARY EROSION
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/gyp I \ /J I INTO 3ED/MEN BASIN / . ' l 11 CONTROL DEVICES. REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SEDIMENT AND DEBRISERION CONTROL
•/ / > I UE �`\\\ SLOPE AT ONERSION �'I '��..■t �lil I N , FROM THE DEVICES AND STABILIZE AREAS DISTURBED BY THEIR REMOVAL.I+TREE PROTECTION SIL C s
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Y ILLWAY m'� l 22.ANY OEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE OR REMOVAL SHALL
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� 1 1 j l g q, 0 I ,d BE DONE THROUGH A SILT BAG� / 11III11/I//// \ UL 111 i p.3 23 WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT
, CARP'I//////
\ \/` 1 ( / A �� PROJECT - �/ I I/l / ••3 I THE E&SC PLAN AFTER DEMLR INFORMS THE PERMITTER OF THE PROJECT CLOSE OUT, VIA .:5 Q.,....g s'., /.'_
r 1 \I A // J� 40'HAM/^a00 / LIMITS C;. /�// 90 /I l / INSPECTION REPORT, THE PERMITTER SHALL Vl5/T deq.nc.ov'NCGGI TO SUBMIT AN ELECTRONIC�?�/,�I/I NOTICE OF TERMINATION(e-NOT). A$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL •TOC 39.68p,\ ALL BUILDINGS WITHINII THE a-NOT HAS BEEN FILLED OUT. EAL naBLE TO IOBTANN PROJECT LIMITS TO BE REMOVED l lIs3 [icy = 3�003
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/ �p \ ;/, / / /iCYR) I \ 1 \ /'1 / TP TREE PROTECTION FENCE
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/ � ,, _ / N INLET SEDIMENT BAG EROSION
i
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w \ m / / w i / I / /// // 1 \ I, / 1 // / /// / / / I. Job Number: 1993
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�/ / // j \ 0"lV IJ // // W / /// / / /" 1 I7&_ ,.ii// / 7 I 1 \, / / // ] / / I 4„/ Revisions o7n5.2021
if
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lp TREE PROTECTION FENCE INLET PROTECTION
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\ 1 -� / III / / RIP RAP Sheet Title:
/ 1 W` ^ —j i
_— — / // / //// / ♦•♦ CONSTRUCTION ENTRANCE t��
�� / / / / // j / >� SILT FENCE OUTLET
/ / �� INLET SEDIMENT enc EROSION
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1 \` ` � / / / �// // „R, `-/ l / /1'.9t'la3
PROTECTION
PLAN
CONCRETE WASHOUT 'MOO CHECK DAM
1 EROSION CONTROL PLAN sheet Number
D-4.1 1"=30'-0" 0 15 30 60
CD-4.1A

00 Da
DEWATERING
FILTER FABRIC z
MONSANTO BIDIM - C34 or EQUAL CONCRETE BLOCK
STEEL -
HOG WIRE, 12 GAUGE MIN.,4"x4" -
SUPPORT FENCING ��
\, wesneo smite FILTER resat ON GROUND
_�� } rr]® T a �_ O
II STEEL POSTS WATER FLOW-..oweaE CLOTH
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AT 8 FEET �A a
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MAXIMUM SPACING BURY WIRE fence AND HARDWARE CLOTH ` e P� ` D N
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SECTION � EFOR FENCE
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PLAN VIEW 57 WASHED STONE E t ,L��
WASHED STONE IN TRENCH sli: I
AND ' W R
FENCE - CONTINUOUS. B"DEEP wPtak.
w�± _ S
TRENCH GROUND SURFACE , , A A A 2+. P Pta 2.1 SLOPE, GRAVEL FILTER- ('J E
1�, FILTER rsxso ON GROUND
2 111 West Main Stree
POSTS DRIVEN >/,/� �S - w o Durham,N.C.27701
,a"INTO GROUND II s FENCE END nE FABRIC HERE SILT FENCE i @ p 919.682.0368
TEMP. SEDIMENT t7$ f 919.688.5646
WIRE SCREEN DEWATERING
4"FABRIC FLAP ON POOL\ W i WWW.cjtpa.com
TRENCH BOTTOM I I I I( y 16"
MAINTENANCE 1.i�i®®® ._situ M■halal! - - ` -
I.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED ialala�alaliil rH�®■lull 1' MIN.
REPAIRS IMMEDIATELY. \HI•�al\a1H I®IUII
O EM1111aE1111:,Ili€i i i i i hiiii i i ia.I :iiMMI®NI��I TOP OF SILT FENCE MUST I\E 2' MAX.
2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,DECOMPOSE OR BECOME INEFFECTIVE, .,, _..REPLACEOVEET IMENTPROMPTLY.EP
J.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT HARDWARE CLOTH WIRE FENCE � �,.� P ��
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE STEEL FENCE POST SET MAX z APART or THE wwsxEo srouE \/, ,,,\ DROP INLET
DURING CLEANOUT FRONT VIEW MAINTENANCE: CLINE
4.REMOVEADEALL FENCING T MATERIALSFT AND UNSTABLE SEDIMENTRAI DEPOSITSAAND BRING THE AREA TO WITH GRATE
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. INSPECT AT LEAST WEEKLY AND AFTER X�' SEDIMENT
RAIN ORMORE.REMOVE SEDIMENT
SILT FENCE OUTLET DEPOSITS
AS NECESSARY TO DE
1 SILT FENCING 2 ADOUARE NEXT STORAGE FOR THE NEXT RAIN. 3 INLET PROTECTION
CD4.2 no scale CD4.2 no scale CD4.2 no scale DESIGN
8 LAURE
WINTER/EARLY SPRING TEMPORARY COVER JANUARY 1 -MAY 1 !T R E E Ground Agricultural Limestone 2000 lbs/acre
10-10-10 Grain
Fertilizer 750 lbs/acre
Ground Stabilization* aye Grain seed 20 lbs/acre Project:
NOTES. Kobe Lespedeza Seed(f temporary Cover goes becond June 1)20 lbs/acre _
50'MIN. Straw Mulch(anchored with asphalt,netting,or anchoring too04000 lbs/acre Figure 4,Required Tree Protection Fence Detail
BUT SUFFICIENT TO KEEP 1.PUT SILT FENCE OR TREE PROTECTION FENCE UP Site Area Stabilization Stabilization Time
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. Elizabeth
Description Time Frame Frame Exceptions
2.IF CONSTRUCTION ON THE SITES ARE SUCH THAT SUMMER TEMPORARY COVER MAY 1 AUGUST 15 t .°" {
THE MUD IS NOT REMOVED BY THE vEHICLE TRAVEL- Perimeter dikes, Ground Agricultural Limestone 2000 lbs/acre �remmw S� NO Tfi�PAl38fq
2"-3"STONE TO BE USED 25'OR WIDTH OF INS OVER THE STONE,THEN THE TIRES OF THE gricu /cr wnsrvm Street
EXISTING (SURGE STONE OR RAILROAD PROPOSED DRIVE VEHICLES MUST BE WASHED BEFORE ENTERING THE swales,ditches, 7days None 10-10-10 Fertilizer 740 lbs/acreTfiffPROTCCtIONAFEA
ROADWAY BALLAST) WHICHEVER IS PUBLIC ROAD. Stave lMillet Seed 40 lbs/acre
11
GREATER. and slopes _ Straw Mulch(anchored with asphalt,netting,or anchoring tool)4000 lbs/acre .we mrr. PRDHBW E3fIRAR
3.O A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON To THE PUBLIC ROAD.THE GOVERNING AUTHOR, High Quality m ZONA F'ROTEOTOHA PAM Apartments
WILL S THE AREA AND INVOICE N FINANCIALLY Water(HQW) 7days None FALL TEMPORARY COVER AUGUST 15-DECEMBER 30 `" �LOS '
-- RESPONSIBLE
O
LE PERSON AS INDICATED ON THE FINANCIAL y ' 'ICJ,DETAIL
RESPONSIBILITY FORM. Ground Agricultural Limestone 2000 lbs/acre ,M� -._.�,ASVA No ecw
Zones 10-10-10 Fertilizer 1000 lbs/acre
If slopes are 10'or less Rye Grain Seed 120 lbs/acre w "°ram r
PLAN Slopes steeper Kobe Lespedeza Seed(it temporary cover goes beyond June 15)50 lbs/acre � e bee , ,S
P p 7days in length and are not To be seeded in late February orearly March
than 3:1 steeper than 2:1,14 Straw MMlon(anohored with asphalt, etting,or anchoring tool)4000 me/sera ye
r
VON Aiwa/Ne Ng.
�
days are allowed SUMMER PERMANENT COVER APRIL1 -AUGUST 15 z. �'� o_ c
35'MIN. 15 MIN. NEW CONSTRUCTION 7days for slopes , 2 3 I
Slopes 3:lor GRASS PLANTING DATE SEEDS SPRIGS
Exlsnuc ROADWAYf___,:,,,
\ 14days greater than 50feet in No rNaMMa
1 flatter BERMUDAGRASS APRL-JULY 1-2 .75 ^ee, Durham County,f length BERMUDAGRASS(HYBRID) APRL-JULY - .75 OOM
12 MIN' '-B•MIN.I " -' All other areas None(except for CENTIPDEGRASS MARCH-JULY .25-.50 .75 *MIN. North Carolina
•
� yl1.OPTIMUM DATE OF PLANTING.SEEDING BEYOND THESE DATES INCREASES
�y� `\ %?' i withter than
14days perimeters and HW4 THE CHANCE OF FAILURE. - oat+w
FPBRIC UNDER STONE flatterthan 4:1 Zones) 2. POUNDS PER 1000 SO.FT. _
3. BUSHELS PER 1000 SQ.FT. _F
CROSS SECTION "'Extensions of time may be approved by the permitting S,.
II"
authority based on weather or other site-specific conditions �,4IIi^.
Seen rip thPreparation: R6 inches
rocks,stumps,roots,n etc. Aeply li and fertilizer
that make compliance impracticable"(Section 11.8(2)(b)) then rip mesoil 4 m 6 ones ie mix me nutrients into the soil and Ir„71
to loosen and roughen it to recieve seed. i weesearraee rawrn uauxercane mlrv,e
Seed Temporary to stabilize temporary sedimentation control measures and TRW PROIEC17ON PENCE
other accomplished If plating season not suitable for in tallation ofs erm anent
Contractor shall install emporarycover suitable for that season and reseed wan permanent grass at earliest may
possible e. Oversees e with poor too EROSION CONTROL
seed germination. Soil tests may be necessary to determine the cause of a failed
s"‘,SN CARp e�,,
4 TEMPORARY CONSTRUCTION ENTRANCE 5 SEEDING SCHEDULE 6 TREE PROTECTION FENCE DETAIL = senL
CD4.2 35003 • -
CD4.2 CD4.2 no scale = o`., �.,.'rc
no scale no scale :::pFs FNOINE`•,'.4"�
'iy, 'ONIBn1OX•x`.
7�15�21
PRELIMINARY-DO NOT
ANCHOR PLASTIC LINER USE FOR CONSTRUCTION
W/ #57 STONE "CONCRETE WASHOUT" SIGN Job Number: 1993
DETAIL OR EQUIVALENT Steel Fend
2,0' Post U stream End Trench Upstream End
L. -.- ANCHOR PLASTIC LINER p of Storm Drain Drawn cwA
f 2.0' 2.0' 2.0'- of Storm Drain
1.0' W/ #57 STONE r e
o Dale ked os 25.2021
0.6' - . S� A/v�A �VY� Revisions 07.15.2021
". l/> 1.0' Ore**
�y PLYWOOD 48"x24" �// //�/
i .� PAINTED WHITE BLACK LETTERS
6" HEIGHT �
F 1.0' /2 v/Vv/ / ,< CONCRETE r� g*L2N
��1 h\oW e1t3Ow�Pipe
/� HiUivlT. zii i, i i3'y S II WASHOUT �� � ioe 1/3
mele� ��� �� Dameter
m „A„ �� �� 0.5" LAG SCREWS
2.0' 1_0' 0.6' v< , I, SECTION "A" 3.0' - ,
�el -t I�� WOOD POST I I .,I I ..I. - .%� /j�
3"x3"x8' 1
g
te '�(®������� warned stone Find BM �oti VA V Prywa dxteriar-.�
W1 NOTES: .7% /� '',
,_e_n_"-. _ -. ��. 1. Across Pipe Inlet of Plywood // // sheet Title:
q �. 1. ACTUAL LAYOUT TO BE DETERMINED IN FIELD Hardware
v ♦V 2. THE "CONCRETE WASHOUT" SIGN SHALL BE INSTALLED WITHIN 30 3 0' Cloth
FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY - EROSION
1
3. PIT CAPACITY IS MINIMUM OF 8 CU FT PER 10 CU YD OF CONTROL
PLAN VIEW CONCRETE NOTE:ALL PARTIALLY COMPLETED STORM DRAINS DETAILS
4. CONCRETE WILL BE REMOVED FROM THE PIT ONCE IT REACHES SHALL BE PROTECTED AT THE END OF
HALF FULL. EACH DAY IN ACCORDANCE WITH THESE
7 CONCRETE WASHOUT 5. CONTRACTOR TO COORDINATE WITH USAGE CONTRACTING OFFICER 8 STORM PIPE PROTECTION DETAILS.
FOR PROPER DISPOSAL OF CONCRETE Sheet Number
CD4. no scale CD4. no scale ^D-A a n

00
u rs
=
�U
SEDIMENT BASIN NOTES: 0 w
BOTTOM ANCHORED WITH STAPLES 1.REMOVE SEDIMENT FROM BASIN WHEN APPROXIMATELY ONE-HALF OF STORAGE VOLUME U O
STEEL POST �oyl HAS BEEN FILLED,CONTRACTOR TO DETERMINE ELEVATION AT WHICH THE INVERT WOULD YSUPPORT ROPE OR
WIRE TO B
EARTH BERM ` p BE HALF FULL AND MARK IN FIELD WITH PERMANENT STAKE. � 'L SAGGING
PREVENT
W
TORTE PJUTE JUTE NETTING/��'�` u RE BAFT s MTN 2'USE FOR DRAINAGE ARAS NOT EXCEEDING 100 ACRES. /'\ SUPPORT WIREn N' TM
TOP eOvus 3.USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM.
BURIED OR STAPLED
INTO BOTTOM AND-
ee �Il' Dm
STAKE TO
SUPPORTED
Alb. 4 INSPECT TEMPORARY SEDIMENT BASIN AFTER EACH PERIOD OF SIGNIFICANT RAINFALL SIDE TRENCH Q tt uw-' \11j1 1 ! tl, REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENTHAS . W Call ter
�`�""',"� �` THAT SCR MOVEDDIN A DESIGNAT D TO ONE-HALF HDISPO AL AR AAN REPLE DESIGN DEPTH OF THE ACE THP. E CONTAMINATEDACE THE NT ry•. _`:\`"I liii`_� SURFACE AREA
INLET ZONE RS%OF PART OF THE GRAVEL FACING. COMPACTED t' 2 w Cl�"����
/ `�/ 111i,,1 ,,1 FIRST
I STC BER AGES xOH S.CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.PERIODICALLY CHECK MATERIAL,STAPL OR
BOTTOM AND SIDE eonoM oa sme xro 2
=11ilitlle, THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT.BELOW THE LOW POINT 2OKS p�`�a
�.�,��1 ® OF THE EMBANKMENT.IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO TRENCHED INTO
, J N Thames,
SKIMMER
j. Y_- SECOND CHAMBER 2S,OF SURFACE AREA SLIGHTLY ABOVE DESIGN GRADE.
• BAFFLE INSTALLATION - STEP 1 g,
6.STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DI 4E4
s.PVD /1,,, BURFACEARE4 OF DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. 2 uXj 111 West Main SherSEDIMENT BASIN #1 SEDIMENT BASIN #2
TIE TWO ROPES TO SKIMMER TO ALLOW MANTENANCE PERSONNEL TO PULL
OF TRAP OR SON Basin side Slope(X')_ A : Basin Side Slope z1m o Durham,N.C.27701
SKIMMER TO ONE SIDE pe(K:1)= 2A .1 a p 919.682.0368
Storage Depth= 4.00 ft Storage Depth= 4A0 ft
PERSPECTIVE VIEWoTHEa FOR REPAIRS l7 m f 919.688.5646
MAINTENANCE Storage Volume Required= 1,692 tuft Storage Volume Required= 1,278 tuft Li Z WWW,Cjtpa.COm
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT TOP OF BAFFLE SHOULD BE 0"HIGHER THAN TNE BOTTOM or Storage Volume Provided= 4,037 tuft Storage Volume Provided= 3,156 tuft
(ONE-HALF INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. NernxO HE SPILLWAY
ARESurface Area Required= 1,158 tuft Surface Area Required= 875 tuft
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN Surface Area Provided= 1,723 tuft Surface Area Provided= 1,558 tuft
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
Hex Bottom of Basin Elevation 380.00 ft Bottom of Basin Elevation 372.00 ft
CLEAN OUT W
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE SEDIMENT EXCAVATED. REACHES THIS LEVEL Emergency Spillway elevation= 385.00 ft Emergency spillway elevation= 377.00 ft
I /ttllptaonm RAFFI F INSTAI I ATION - STEP 2 Emergency spillway Length= 4.00 ft Emergency spillway length= 4.00 ft
f TOP DIMENSIONR EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE SKIMMER OR
THE FIRST CELL. Skinmersize= 1.50 in Skimmer size= 150 in CLINE
,111,111_
SKIMMER BAFFLE NOTES:
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN 1.DRIVE5'STEEL POST AT LEAST 241 INTO SOLID GROUND. Skimmer Orifice Diameter= 1.00 In Skimmer Orifice Diameter= 0.75 in
-III-III-III- THE SKIMMER. 2.USE STAPLES I'APART HORIZONTALLY AND VERTICALLY TO ATTACH THE Skimmer Drawdown Time= 2.07 days Skimmer Drawdown Time 2.78 days
DEPTH I-III I I I I I I I I I I I I I I I I I I I I I I I I I III- FABRIC TO THE HOG WIRE.
- 3.SPACE THE BAFFLES EVENLY ACROSS THE BASIN FOR REDUCED FLOW AND Max.25 year WSEL Across Spillway= 1.00 ft Max.25 year WSEL Across Spillway= LOCI ft
II - = -_ REPAIR THE BAFFLES IF THEY ARE DAMAGED.RE-ANCHOR THE BAFFLES IF WATER IS y
IIII - ___ 1�--��r� TURBULENCE.
II-III- -III III-III IIII-III III-III-III III --II,I I m M ���•� FLOWING UNDERNEATH OR AROUND THEM. 4.THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS SHOULD BE Freeboard= 1.00 ft Freeboard= LOCI ft
INSTALL STONE PAD FOR \ExTwO IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,USUALLY SEEDED IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED. Top of Berm Elevation= 386.00 ft Top of Berm Elevation= 378.00 ft
SKIMMER TO REST ON f BASE DIMENSION DISCHARGE COBS ICES 5.INLET ZONE WILL BE ACCESSIBLE FOR MAINTENANCE.
PLANS) JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
PROFILE VIEW WITH OUTLET STRUCTURE DEBRIS AND RESTORE FLOW.IF THIS DOES NOT WORK,PULL THE SKIMMER OVER TO THE
SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE BAFFLE MAINTENANCE
SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
DEWATERING NOTES' INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE PLATE CAN BE MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
ANY DEWATERING OF THE SEDIMENT CONTAINMENT DEVICE FOR REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF L A U R E
MAINTENANCE OR REMOVAL IS TO BE DONE THROUGH A SILT BAG. WITH WATER.BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS REPLACE IT PROMPTLY.
WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE
VOLUMECHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE,AND INSPECT PRESSSURE UATE ONORTGE HE BAFF ES.FTTAKETMCAREEEXD TO T TO
AIN NDAMAGINGEDUCE THE !TREE
THE EMBANKMENT FOR PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
IMMEDIATELY. HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY Project:
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. STABILIZED,REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS,BRING THE AREA TO GRADE,AND STABILIZE IT.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME SPECIAL
PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM Elizabeth
PLUGGING WITH ICE.
Street
Apartments
DESIGN 21"MIN
SETTLED TOP-\I III EMERGENCY SPILLWAY
4'MIN OVERFILL 6'
FOR SETTLEMENT
Durham County,,
TIME North CarolinaIII III I I / ll I
I III III I 1=1 I ° III: II I II
II III III III III II 1`I :1 E LOPEI
I=III III III-III III II I III MAX
II III III III III IIIIII- -III - NATURAL GROUND
III III III-III III III-III- -III I
III IIII III III III 1.1 SIDE SLOPE_�MAX
IIIII - I-_ -IIIIII
I I I I I I I I I I I I I I I I I -I I I I II I I-I I I-111-I 1 ill I
EROSION CONTROL
`tl\llllll/I IC,,
`'pQCN•-ss o0
SEAL =
35003
1 SEDIMENT BASIN DETAIL =°PF FVGINE��y`g-
CD4.3 no scale v''',slp'N Bi1ROy`,.`
7�15�21
PRELIMINARY-DO NOT
NOTE: USE FOR CONSTRUCTION
SKIMMER IS TO BE A SURFACE \\ SCREEN ACCESSIBLE Job Number: 1993
DEWATERING DEVICESUCH AS VENT�1.'. THROUGH DOOR STEEP CUT OR FILL SLOPE
BMW SKIMMER E APPROVED
DEVICE. 2'MIN STAMM IDNPORARYDNFASION Drawn CWA
`'`��I -COMPACTED 6 MIN DITCHCONT WED OLMATIPOBARY
SEEDING AND EROSION Checked PBR
CON'IROLMATIDVG Dale 05.25.2021
_ 12" Revisions 07.15.2021
SKIMMER SUMMARY CHART r MIN TEMPORARY DIVERSION CALCULATIONS
� ; \' 2:1 SLOPE(MAX)
1 SKIMMER ORIFICE DEWATERING F°R 12' DEPTH AMER CONSTRUCTION,
BASIN# SIZE(IN) SIZE(IN) TIME(DAYS) TEMPORARYDIVERSION DRAINAGE RUNOFF INTENSITY 0125) SLOPE FLOW VELOCITY SHEAR TEMPORARY
NOTE: Al*l' '. CROSS SECTION DOC FSS WILL BE FILLED w DITCH AREA FLOW
1 1.5 1 2.07 AND STABILIZED COEFF. (IWHR) (%) DEPTH(FT) (FPS) STRESS LINING
SKIMMER IS TO BE A FAIRCLOTH (ACRES) (CFS)
SKIMMER . 2 1.5 0.75 2.78 UPSLOPE TOE
• POSITIVE GRADE TO RELEASE POINT 1 1.05 0.50 8.29 4.35 3.02 0.60 5.53 1.13 NAG S150BN_
1� I.` FLOAT �
2 0.72 0.50 8.29 2.98 2.95 0.50 5.03 0.92 NAG S150BN
J SIDE SLOPE FLEXIBLE JOINT 2: 1 (MAX.) �������� ������������������N
, BARREL PIPE LONGER �� � .� sheet Title:
I - I,1,11",,`, THAN SHOWN. NOTE:SEE SKIMMER SEDIMENT
I
I) , 11 NOT INCLUDED WITH BASIN SUMMARIES FOR Note:NAG=North American Green EROSION
SKIMMER SUPPLIED SKIMMER SIZES,ORIFICE SIZES, STEEP CUT OR FILL SLOPE Permissible Shear Stress Permissible Velocity
BY USER. AND CALCULATED DRAWDOWN
OUTLET END:CONNECTION TIMES PLAN VIEW NAG S150BN 1.85 6 00
NTR L CO
TO OUTLET PIPE OR RISER NAG SC250 3.00 9.50 DETAILS
3 DIVERSION DITCH DETAIL
2 SKIMMER DETAIL CD4.3 no scale sheet Number
CD4.3 CD-4.3
no scale

Da
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE F N
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. II-
w
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. C(i)S
activity being considered compliant with the Ground Stabilization and Materials Handling Q o
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the
permittee shall comply with the Erosion and Sediment Control plan approved by the project. W O
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids in separate containers and properly dispose as B wen
hazardous waste(recycle when possible). Q
may not apply depending on site conditions and the delegated authority having jurisdiction.) U Li
5. Remove leaking vehicles and construction equipment from service until the problem 0
SECTION E:GROUND STABILIZATION has been corrected. 0
Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products Q W Cal ter
to a recycling or disposal center that handles these materials.
Stabilize within this _ ✓�IlIe�/��//���
many calendar
Site Area Description days after ceasing Timeframe variations LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE 2 u�j e H
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. Z 6 Thames,
' i o
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e. dumpster,trash CONCRETE WASHOUTS Illfllll Illflllfllll s
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. a
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. G
(HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in Z 111 West Main Strec
If slopes 10'or less in length are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within p
(c) Slopes steeper than pes are gt lu o Durham,N.C.27701
7 not steeper than 2:1,14 days 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
3.1 per ysare deseconda W 0 919.682.0368
allowed provide rycontainment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an Z a p
-7 days for slopes greater than 50'in ' 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for (3 m f 919.688.5646
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two W i www.cjtpa.com
-7 days for perimeter dikes,swains, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must
-7 days for perimeter dikes,sWales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least other feet om storm drain inlets and surface waters unless it
ditches
(e) Areas with slopes can be shown that no alternatives are reasonably available.At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls may be required by the CLINE
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to identify this location. DESIGN
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets On level ground,at least 50 feet away from storm drains, overflow vents.Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If 50 foot n when no longer functional.When utilizing alternative or to
techniques in the table below: offset is not attainable, componentstg a proprietary
provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary Stablligaten Permanentstabllbaton on a gravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
Omer mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control product with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit. 1L A U R E
•Appropriatelyapplied straw or other mulch •Shrubs or other permanent plantings covered - - HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•Uniform and evenly distributed ground aver EARTHEN STOCKPILE MANAGEMENT restrictions. ® !TREE
sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which listsdirections for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
•Rolled erosion control products with grass seed available. Project'
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. orsurfasible erwtere theymoospur,ll cr lean
into immwellsediately. er drains,ground water
or surface water.If a spill occurs,clean area immediately.
1. Select flocculants that lectinaromthepriateforthe arofApprls oveng exposedduring 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
Elizabeth
construction,selecting from the NC DWR List of Approved PAMS/Flocculanes. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined
3. Apply flocculants at the concentrations specifiod in the NC DWR LisnafApproved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE Street
PAMS/flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. r�
offsite. NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. ApUrtplie F�
Gl ItS
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures. Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
Durham County,
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING North Carolina
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposit on in a stream or wetland.
which it is safe to perform the inspection.In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day.Anytime when inspections - (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
•
rmeuency (a)Each MSC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (du.frig norma
l nape IeareeomsmuRlnclude: and does not significantly deviate from the of the approved E&SC plan or complete,date
hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen surface waters(regardless of volume),or
D min gauge Daily Daily
pally rainfall amounts shown on the approved MSCplan. E&SC measure shown on the approved MC • They are within 100 feet of surface waters(regardless of volume).
maintained In If no daily rain gauge observations are made during weekend or plan.This documentation is requires upon the
orddeworking erlod,an initial Installation of the ruse measures or if
aer le tlaysrecontlancdtbn the �u inai lalative a�n measurement - the MSC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 EROSION CONTROL
a,rrl.o aided az installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
e anotn«rain-momroring device (b)A phase of grading has been completed. Initial and date copy of the approved E&SCapproved by the DiMion.
(Ref:40 CFR 302.4)or G.S.143-215.85.
planar complete,dare and sign an inspection illllil
Iran sourer calendar days ad report toindicate completion of the sea unanticipatedbypasses. xktt /y
and (d) Anticipated bypasses and N CARp''
and within 20 3.Narre of anstructlon phase.hours of a rain O. `-t
con whether the measures war operating (C)Ground cover is located and installed Initial and date scopy of the approved E&SCeven,.Lo ``QQ' SS/
24 hours inch In Pe5. ptbn of maintenance needs for Me measure,tie In accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the __.'
actions6.Description,evidence,and date of corrective taken. plan. report indicatecompliance with approved environment. -
(3)StormwaMr ells inspected, ground cover specification. :_ _
oWzlls(9ocn pain Ea Idl The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements 35003 -
2.Date and time of the Inspection for all MSC measures PO g quiremenQ-`
ursofa rain s snf stmmw ter pollution such as oil requirements iQ 27 Q-,.rlj
.man<e ureingo susAker a permittee becomes aware of an occurrence that must be reported,he shall contact - NGINE�
evert s suspended seavingr discoloration,atlon, have been performed. 'rid tt" J s�
w Hours 1.0 Wallin 5.mmcanmaornHaimaamimmtlau,mgma site, • the rrequiriata Division regional officewithin the timeframes and usin accordance with the 'i sTO" "" O'L `
Al6.Description,evidence,a.claM of corrective actions taken. Corrective actions have been taken Initial and date of the approved E&SC requirements may 'r,,ilN fd.Ri`yvv`
other re is listed below.Occurrences outside normal business hours ma also be
fit)Perimeter of outside me limits, n a record to Ease measures. plan or complete,date and sign an inspection reported to the Department's EnvironmentalCenterpersonnelat 800 Illllkl
nth report to indicate the completion of the pa Emergency (BOO)
a.MO.30 1.Actions taken to clean up err Arta.me Sediment mat has tort Corrective action. 858-0368.bourse a raln the site limit,
7/f5/Zf
event,1.0 nth m ,and 2.Additional Documentation to be Kept on Site Occurrence Reperdnenmeeeames After Discovery)and Other Requirements PRELIMINARY-DO NOT
29 hours 3.An explanationas to the actions taken to control future In addition to the E&SC plan documentsabove,the following items shall be kept on the (a)visible sediment • within 24 hours,an oral or electronic notification. USE FOR CONSTRUCTION
Is)streamzor At least onto per ntnleases, nbna has Increased visible sedimentation Ora site and available for inspectors at all times during normal business hours,unless the deposition ina • With an2 eelermardays,a report that contains a description or the
wetlands andte calendar days am pas visible Increased turbidityant from the construttlon Division provides a site-specific exemption based on unique site conditions that make tea wetland sediment and action;taken to address the cause of the deposition.
or°melte and within VI stream has
lowing$manbemade: this requirement not practical: Division staff may waive the requirement for a written report ono Job Number: 1993
(wherecriptlok evidence and dateof corrective actions taken,andcase-by-case basis.
accessible) event 1.0 Inch
nch in of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after It is received. •If the stream is named on the NC 303(d)list as impaired for sediment-
Drawn CWA
24 hours Regional office per Part ill,Section C,Item Rita)of this permit related causes,the permittee may be required to Perterm additional Checked PBR
µ)Ground Aker each se grading of perimeter monitoring,inspectionsor apply more stringent practices if staff
stabilization of Decline phase SVnr (b) Records of inspections made during the previous twelve months.The permittee shall aetermme that additional re needed to assure compliance
Dale 05.25.2021
measures es,degamR and completion
f ins ail tallation of storm cord the required observations on the Inspection Record Form provided by the requirements are nee p
coon y,c"netruaionor redevelopment, Division Ora similar inspection form that Includes all the required elements.Use of with the federl or state impaired-waters conditions.
Revisions 07.15.2021
ground LOYer). electronically-available records in lieu of the required paper copies will be allowed if (b)Oil spills and • within 24 hours,en oral or electronic notification.nation.The notification
2.Documentation that the required ground stabillzatIon shown toe equal access and utility as the hard-copycords. release of shall include information about the date,time,nature,volume and
providemeasures have been q ty re hazardous location of the spill or release.
tmeframe or an assurancehat they will be awaked as ;-ppppmeetatine to be Retained for Three Years
substances per Item
coon asposs e. All data used to Complete the a-N0l and all inspection records shall be maintained for a period 102)-(C)above i
NOTE The rain inspection resets the requlretl 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] tcl ass.[40Cated •Are ewrptkwrrende an
Me date ofthe bypass,if possible.
bypasses pate CFR The report shall Include an evaluation of the the bpatatl quality end
122.41(m)(3)] effect of the bypass.
PART II,SECTION G,ITEM(4) (d)Unamklpated • Within 24 hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
12 bypasses POUR • widdndendar t5he byeport that includes an evaluation mthe
2.41(m)(3)] quality and effect of the bypass.
(e)Noncompliance • within l4 hours,an oral or electronic notification.
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 with the conditions • within l calendar days,a report that contains a description of the
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)., of this permit that noncompnance,and hs causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the non compliance has not
health or the been corrected,the anticipated time noncompliance is expected to sheet Title:
(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 emrronmeml4D continue;and steps taken or planned to reduce,eliminate,and
shall not commence until the E&SC plan authority has approved these items, CFR 122w10)V)] prevent reoccurrence of the noncompliance.[00 CFR122A1t1)(a).
• Division staffSmay oywaNetherequirementforawrittenreportona EROSION
(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, case-by-rase basis.
(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 CONTROL
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, DETAILS
L
S
(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, __
(el Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and gA{}'' NORTH CAROLINA
(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. 1 Environmental Quality
sheet Number
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 CD-4.4

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e_ ®
? T44b ROPOSED TRANSFORMER •
EX 6"WATERLINE 70 R I I r ,,
IX STORM PIPE TO REMAI r -------- - L7 ZQ°y° n n
N EX.SEWER L/NE TO REMAI --. - - n 55 pn—ss �-M a V PIA S• SS \ J W �OIUJ ter
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nd /`��
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PROPOSED RCP STOR ■ _ — m __
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su �� 55
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_w s M _— — �_ r __---- T 1 ".R• I RELOCATED 3 . _
_ ■LJ■ ■■ �rfs� ■■ - R;SER ROOM , ■ ■ ■ POWER POLE I ' s S.„
w w _ - - :". ��"r■■■k40110�CCirdr■�■..a DOOR ACCESS ��
N s 4 - - r+■ -------_ f�,� WITH I I WITH DOOR ACCESS MOUNTED FDC 1 l
-ss s8 VCP $$ 76 R� 3'356�-- �r,■iurrr - EX 16 WL �, raK� _ �'. r ��©�f RISER ROOM PROPOSED WALL. ��
�� i ■■■i�i J rrrrrr =� 'r
s5 _ I I Iaill Wiz'— fie �� �� L ___-_f1EW 76 WL.ANDSTALLATION OF THE \�4 © �7. -.I i_�.
- - - f. �� -`r■ `, Ii _ NEW 16"WL, SHOULD ONLY �r ■
_ __ _` '� -" I � BE ABANDONED UPON COMPLETION } 'r "t""I r , CLINE
_.0 • ..... ...,_-it,,,,,,, A?:„W OF THE NEW 16"WL CONNECTON PROPOSED PRNATE - f f � '
' EXISTING 16"PUBLIC WATER MAI - P j •„ 1, CTO THE EXISTING 16"STUB. SEWER S�VICE _ _ R. R I
385.22_ r pp
VALVEIT• i:' ii�� �� is q, BUILDING&TEASEMENT --�-� f RG' _ £ ��
I
EXISTING 8"PUBLIC SEWER MAI REMAIN I III '� NEW DOGHOUSE ■■*A E E N_ " •II I / 0 E S I G N
NHOLE ON IX. ��is.,W • PROPOSED WALL ' I 6"FH W/5"STORZ i-
POSED 25'PUBLIC SERVICE l ONNFfC7/ON ON 6 LINE I I I
•
5'EASEMENT SETBACK --I, ` , SLOPE r \,'._-- _--� - E it '
CUT-IN 16x16 TEE TO CONNECT TO _ I I 3 SEWER MAIN \ 6"PVC SS MOUNTED FOC J---
' - ►� _ iIr
EXISRNGON 16"WATER
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WATER EASEMENT - -V- - -` - - WITH/6"GATE VAL I ,L' I 3
BLOCK BACK SIDE OF TEE WHEN
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sw
I (EACH SIDE
I '1 PROPOSED 30"PUBLIC _. EX
e 13 y,(II SEWER EASEMENT - - - 1�,y„ � 00�, I I --_ 16"WL TO REMAIN IN I • I I A U R E L
77CCC===3»GG_G=ii3»GGCNE s b /� t :� SERVICE DURING THE
I '
C= , V INSTALLATION OF THE NEW
I ��OC=__ rr rr se r III a 8"DIP zf. 25.0' 1 "W BEAABAND NDONED UPON i
3L\ RWINNECTION TOPRNATE WAT£RUN: I I / STREET
•••• u� \ II 1 7H£EXISTING /6"CROSS
NEW 16" 11.25 BEN r CRATE
-392.9�\.�� ~ \ •-" • _6"x6"TEE ___ �' - - _- _ W 1 Ii : I ,.,!!r__'-, __'�Iv.� , I 1 I I LP @pro
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T INV OUT=367. ' All �_ 45•BENS I __ ©y I I
/ I 45 BEN. �` % ' Elizabeth
SSMH
)45'BENT ODD I , ` �-mi� -I I' F.= Street
LEGEND \ AIM: 1
PROPOSED 16"PUBLIC WATER MA/ 11
Y , \\ Ill PROPOSED PRIVATE I s
/✓\�i A \ ' SEWER SERVICE WITH I
Water vale ® .� A ��� V� c/o AT BUILDING& I s
Yard Inlet ® \ �, PROPOSED 8"PUBLIC SEWER MAI \ 41( \ 76'
Afar
\ ! _ EASEMENT 1 �,r Apartments
c r5 Inlet/Catch Basin o - 8 3. A\\I w W[
_ NEW 16"BN \ I 16"BFV/N M I/ RlM 36695
Ma Box ® .� / `� 6"FH w STOFZ 2.•, CP�N�9 /N W)=361.57
U _ 97 /5 IN MH '� 6"DI SS SERVICE $ w. INV KS
Traffic Signal Box i® CONNECMAV ON 6"LINE , �i,, 01.0T MIN SLOPE > w 6
Electric Transformer WITH 6"GATE VALVE 16 i8"TEE F .r s ----- --- I --, O� -361.4
Electric Junction Box ;' ` 1 I\ -` I I 1' RCP -� t b
Gas Meter b PROPOSED PROPERTY LINE 'Ik '� -`- ���� �- w�
Santry S a h le ® /� /�\ i, y I as i I 364" ma::
` ®�
Manhole - ® ` `NIA - I� I�III�� 1 d. .,UT-360� `s a
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Selepn S ra,, ' — ® - .. _ ��IIII�/� III NEW
DOGHOUSE
AT
,II _ ,.L.:ss Durham County,
Electrc Man M1°le ® ,I _
H'W " EXISTING 8 SS LINE
sign , �;�'• d North Carolina
Telephone Peaeeml ®rtx " "PROPOSED 25'PUBLIC "L
J �% �� 1 ��1Ivil
�� •�� J
Fire Hydrant - H� WATER EASEMENT r _ -�7 �^�-- =�t„11.
EX(NV IIEXIBTNI�16 x8"CROSS TO REMAIN.
Fire Department connection \ - '--\ ! PROPOSED 30"PUBLIC �� 5 BEND I • Ex •SOUTH SIDEBLIND OF CROSS.
ON
V
low SEWER EASEMENT / I J,
Post Ind cator Valve `, ', SP/ I
/ `70C=3 I`OS
I I 7 =370.02 s 71 IX B"WL TO BE
atar Manhole \ \', PROPOSED STORMWATER LINE 8"X 16"TEE
© I I
ater Meter C Y/IN 36532 ' ABANDONED,BUT SHALL
Hoe Box - ,:Ia cF =� \ ��I PROPOSED 16"PUBLIC WATER MAI I I INV OUT=364.77 -EMAIN IN SERVICE WHILE
utirty Pole .` \1. \ , ! PROPOSED 8"T 1 SEWER MAI CONNECT TO IX.8" I I Q. a INSTALLED.THE leWL IS BEING EROSION CONTROL
car wre
Light Pole o P A .t -, �. WL WITH 45'BEND / I ,
/ Sewer Cleanout o • REFER TO CD-5.1 FOR PUBLIC
Plaretl Ena Section �� �``" SANITARY SEWER PROFILE \ �j�\ �i 1 j - ; a Q �D
Bouam OO t, 1 .I b �� I �t-NA ''xi
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cae wive ®cV REFER TO CD-5.2 FOR PUBLIC i
Im ePpe(3/a unlees natea). WATERLINE PROFILE 1 ;I o c,c \ _ �
1 2 Rabar ' t / .
/
1/2 Iron Pipe Set s, GIPSTii
Existing PK Nail •PK ' t \______:_,) / - t , GRATE-3B0.90 1 ' / 55003 _
1
10
PK Nail Set •PKS w 55 SS
( �8�vcv 6 S ®Full of oFeRds l 1 .: a�tiJ i /� '� ':
Computed Pont 0 TOC=398.68 "�� �/ - i/rFt,''.,NGINE�y;,
- BLE TO OBTAIN INVERT �� ' �, si -- --
Concrete Monument ® \ ' ( � / � \ INV IN=381.43 ` o-- DOMESl/C ASS BEOPROV/EW I iV7/7 1g11�. ,,ss
Tree Line _ ^ 2"IYPf K CVlti _ RP04 BACKFCOW,ASSE/ 15 Z'RIM 391.99 1,l IFence 1110A04,01F -, ' a4"PVC DRAIN HACK rUnderground Deatnc uE uE ss114
4x2'RED C - - IN A SINGLE ABOVE G•, PRELIMIN7li
RY-DO NOT
Underground Telephone UT UT \ 11\ 14 6"DOMESTIC
6"
1 1 _ \ ' . ASSE/1060 HEATED -- USE FOR CONSTRUCTION
Gas Line ans ,�,� .ATER METER ?= 6 e4" I I " ENCLOSURE
Water Line w w $ - �+'• ..\
45'BEND _e -• NS FOR SERVICE
Water Line(m he remavetl) ,,,V j e" I = Job Number: 1993
Overhead Utilities cr. ---- ----- ! -^ " "
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Storm Sewer -_ ---- < u., -� uc LP rT 1 1 Itilr‘01 0 1.1 L / / ° 3/ r REDIUC€R �g M-� BFP Drawn CWA
San tary Sewer ss ss ".e ra ..' -i z,, ® M a.- -�, I is Checked PBR
/ - -- v of / / P- _ ___ 11814Fp
V == 1�7■ Date 05.25.2021
w d-r .i �f ' T� -s J .. Revisions 07.15.2021
/ w \ / e IER METER
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- \ O� w i �, tJ - DOMESTIC ASSEf 101 RPZ a - �T1 -
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-
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00, L" �y tl •,• .�w ' ASSE,(1060 a`TED • a = 51122t Title:
@/W T�� \ of \ ENCL.n RE I I..:. _
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e
°` �/ UTILITY
/ 2 UTILITY ENLARGEMENT PLAN
CD-5.0 1"=10'-0"
1 UTILITY PLAN Sheet Number
CD-5.0 1" 30-0" 0 15 30 60 CD-5.0

BEM INVESTMENTS LLC KNOWLES BEN LEE 1094 •. W g
": PID: 110446 PID: 110433 WN70 H e
PIN: 0831-09-16-6403 PIN. 0831-09-26-0574
'D OB 000007 PG: 000064 OB 000136 PG: 000180 6o ■l a 'DCAN I IIFF) a l 2
Pa 000007 PG: 000064 TIE 000136 PG:=00180 U o
TIER: TIER:DOWNTOWN W
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USE RES/1-FAMILY .1111111111111 El
USE RES/MULTIPLE W'' Si if-i
LAMER RESIDENT/AL LLC o �1 y "1 pv U
PlD' 110449 ,----- '
\ PIN.. 0831-09-16-8594 I �„ ---- 1�i s E 7
_ OB. 007487 PG: 000703 :,, "-_ 1Iltur
•• 3 LANDSCAPE CALCULATIONS W o
PE 000108 PG' 000128 _
SOUTHERN REPAIR SERVICE INCORP ZONEON: DOWNTOWN &�o op - •• I CD_7•� ^^
POD 110448 : OWNTO --- ss,-
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BOLIBAUGH CHARLES W DB: 001145 PG. 000028 -.----- - -� i m n n
PID: 110447 --------- WL �OI�JTIER.DOWNTOWN w 't�� Zw oPIN: 0831-09-16-6317 ZONEDD-S2 g'• CIS oo4 QfDE 005362 PG. 000858 USE COM/APARTMENT-GARDEN Im mss - . nnp pen
Pe: 000007 PG: 000064 M ss oo / i I REQUIRED PROPOSEDZ w l V V
TIER: DOWNTOWN v', �s VCP > ,YZONE DD-S2 �.�.•��• - ��;it. HINBS/TEETR/ANGLE Z rc
USE: RES 1-FAMILY s _ ---- :L STREET TREES.
_ --- !M- .. ....� - saw / vex " - �. / z
—m�fTBER — � �Ji.L � 2 /.1 s rknl . Thames PA.
LIMB TREES TO 8' '• - �, - M - ■ 'Y+F +_ ../�- LIBERTY SL 558J 40= 74 15 4 w
W/7HlN SITE TRIANGLE � 0 m� � '��/!��- - i. \!I� 9 _ � yam`
m •SSe� ®�R _ �� ■�i��� Ica, \ _�' 7
i -x,� a' VCP SS es ,G � ou ELIZABETH SL 25 /0= 7 7
--- 'MS1P�` --m - .� ��� - 07
--� �tN T � � �1; •�• 0 4 z 111 West Main Street
24'RCP s ss Ies ga - wog w o Durham,N.C.277 ee
"tat, c ��® .7
s Rep s �., - - ` -- n-n I -'i 1 cc `oi w o 919.682.0368
s ®ass_ �• _ I - A ►5i psao - i• _- --- rill, 2/U ) I I •,' TREE CO</ERAGE AREA: N/A (DD-S2J N/A Q p
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.
"� Np ��rin�'-=-=r��\A�r_ "; ,�+ ''' COURT (sT) IM REFER TO SD-2.1 FOR z/oP w
•.•t*l.II• _�w ` ��w�a �II C.,��jp •,,'+_ 2 CC p� TREES R 3H ) �� 0 ORECOURT LANDSCAPE (ST) '
,� ���' 'l L -_ 1/AB (sr) (Si) UDO 16.3.1.G3.E.2.6 sr I ��� CALCULATIONS
\VA
" , / SODDED GRASS ❑1 ' '
--tee!��T _ _ I I
� ��\ z/cc lam) VERGE /LC(Km) a/u I I �1 }
ro TF „ - - yy 1��_i I (sT) 2/CC (ADD)
s ° _- I„i SEED&STRAW v� 6/No 6/UA N Csr)
I, DISTURBED AREA \ �P 1/AB i CLI
C1 - � .' � B VUA calculatons L
AREAS SHALL B LIMB• \E gip \
) R1
I I I� UP TO 6'(U06 9.8.3.C)\ \/ 8/lC(WA 1 R'- - \ I \ IG I
• 3 T 1/AB NUA �qe: - 9g� /II�1.
I I N .� \ - - . \ � ram. - "vY0,-0.O 0100 i i III I I I.Z TREES SHALL BE PLANTED AT A RATE OF ONE 2-INCH CALIPER CANOPY TREE
D S I G N
I / II 1/oP 1 \'.•--•� x* •�iy� lge•■�,• is ,1 0/CV 1- SODDED GRASS , I PER 2,000 SF OF VEHICULAR USE AREA.SHRUBS SHALL BE PLANTED AT A
(VI/A) I
l I, ) �� VERCE h RATE OF ONE PER 250 SF OF VEHICULAR USE AREA.
MC A _ _ �E'�' fE r�\ I I I I TOTAL VUA AREA=34,733 SF
II ■aCC` ��_G =iii�_ � xq�gQq olds `� ^ •.I4" r7xf!•.0 1_ I��� 34,133/2,000 18 CANOPY TREES REQUIRED/18 PROVIDED
\ 1 �I� I ` ____'� ___�0� I Iy"'"' �� �/ I [[{{�' 34,133/250=137 SHRUBS REQUIRED/137 PROVIDED
II
1 I ) - - � ss�� W y•, A�"1+�1 V \/ s f��� 9 MULCHED L�
\\111
\ I \8 /I 1r�� �� s ��s ��ss �� `` \ \\\ 6/lC/(ADD ✓�/IAy -RL YYGROUND 15%OF TOTAL WA AREA REQUIRED FOR VUA PLANTINGS 5,120 SF
\�'s'V ,�( ss, �\ --- \ / // /,{ /�■rye / \ �R I TOTAL VUA PLANTING AREA PROVIDED-5,120 SF
\ ��5s III 'S4 /,_ // \\ \ �#�` MUL• �\\ k/ter ( D I\/f e�[I�\till \j ■ IyI5,120 SF/34,133 SF= 15%OF TOTAL VUA AREA PROVIDED FOR PLANTINGSLAUREL
' \ J'•`J// \ / !k // \ -\- i� - --- 1 \/ %sy4 ti i$ / ' VEHICULAR USE AREA TREES AND SHRUBS HAVE BEEN DENOTED AS(VUA)ONJTREET
r\ \1^1. ^ "' y / \ I -�.. '�y(oa O / ` I �AP ' THIS PLAN.__L-A* l / \/ ��`�� /=-- � \ ���O:eoe00:_` � '_r .4 _±., I / \�= 1 .9- (VUA) •�\l
; 'ram` ; VT C ' Q o fL�.�� ��`� do ill?
lif . i �_] Project:
SEED snMw ••I\" �I\ 1 '+ 000 ^,9° (VOA)
H r� // At'i Ii�le
l �� C�e,� 2/BX (WA � A� (tG/A,Z/�� JY� I �" City of Durham inspection key Elizabeth
- -DISTURBED AREA \ \ 14�/qN��e / 1 �` 111 _ .�, y�j ('II / 1 . l
�\ \ l•'^` 1 ��` I� 4/ I 8/L1S �� %� I�I'� I�� i �\ ADD 1/AB ' 1 57 = STREET TREE Street
� (W G 4/oP (wA) i T� (ADD) �
/ _ � / Pro (sr) Clp VUA VEHICULAR USE AREA PLANTING Apartments
\ ) \/�A/ / / I \ - �_ 1 r 7 \ / I� g'• P W WSS ADD= NON-CODE REQUIRED PLANTING
-
� �:/Y\I� <^\(/ ` SEED B STRAW \ \_)48D
/ 11 / \ \ ` -- #_ -1 , ',4: 1
n LI uI s 36"RCP
!�K V� /,//‘
DISTURBED AREA-� `� \ \ - \ i 'PID � :•� \ lLHOUSING AUTHORITY OF DURHAM .lOO.`.•is y p - `i .IqTREE PR07EC7/ON O 'G . -. lJ' /� ' - .'' I I I�. ° ��,+� 7 ss
mP nER: DowNroHN ,' 1 a cc Durham County,
."
ZONE DD-52 ° °3/OP \ _� •••• R�� u 1 `i 1 �' s I
USE COM/APARTMENT-GARDEN S42 \ A I ' I North Carolina
o \ \ (WA \ I 1 I1
SEED srnaw V 1o/cHo
CVDA \/ T'
DISTURBED AREA` \ 8/LC / �/� / / y.. Y 1/op I s-s , ss
V A(WA) J/ (sT) ��:1 ,1�
►1
\, ....r z__________-_-_ —..7. - - r DISTURBED AREA--\ pW
PLANT S/CHEDULE
I m
000 c" oe l: I < Q4.4 EROSION CONTROL
F 1 ga ,�
PLANT SCHEDULE " Al\i / ' I I 1 CTJ 4) �I I GP z
1 3 tT1 t1\11111111rrrr,
UDO SPECIES MIXING KEY QTY. BOTANICAL NAME COMMON NAME CAL HT' ROOT REMARKS �I I I ,J/ 1 "�� o`s/.,CAR°ro
CANOPY TREES I 1 I y p �l,,..•N�$'...'`:�Lr".
GRATE=380.90 1 I 9 G
TOTAL AB 6 Arer buergerianum Trident Maple 25" - B&B Full,Match,Straight leader s ®FULL OF DEBRIS I 1 I a r/1 =
y _
NUMBER CC 9 Corpinus aaroliniana American Hornbeam 25" - B&B Full,Match,Straight leader \ ' -- ss ss 1 d" le .S �1 ;,�, Z x, _
OF TREES LI 9 Logerstroemia indices Crepe Myrtle 2S" - B&B Full,Match,Straight leader =,9. 'I -x, :/P H' RIM=381.11 ss # 1i ss 'PF'°�'151��f-�
lTY OF URHAM .,1/•,+�5 p
44 I RIM- 1.81 F _
PP 3 Porrotia penim Persian Parrotia 2S" - B&B Full,Match,Straight leader I I � ID. 10 892 �'ry'lj - F,
Queues Phellos Willow Oak 25" - B&B Full,Match,Straight leader w I I lNV T=385.91 OB: 000940 PG Tarr a,metto`ep",
QP 19 I I PB. 09m0065 PG.
8. I / I a TIER:D,bWN TOWN
EVERGREEN/DECIDUOUS SHRUBS _ 7'%'
I; I� ZONE:DD-S2
I USE: VACANT Ce ��,��//
I o / PRELIMINARY/4DO NOT
TOTAL 12% BX 18 Bonus a'Green Mountain' Green Mountain Boxwood - 35" 3GAL Full,Match I / a "� / USE FOR CONSTRUCTION
NUMBER 7% CV 10 Callum eulgerie Scotch Heather - 15" 3 GAL Full,Match / F I I
OF / / Job Number: 1993
SHRUBS 13% CH 19 Cotoneoster horbontelis Rockspray Cotoneaster - 15" 3GAL Full,Match , l �,
147 24% IC 36 Ilex cornet°'Orissa' Carissa Holly - 15" 3 GAL Full,Match - I
00
19% LC 28 Loropetalum chinensis ear.rubrum'Daruma Compact'Daruma Dwarf Loro t I - 15" 3 GAL Full,Match Drawn CWA
pe aum % Checked PBR
24% ND 36 Nandinedomestim'Lemon-Lime' Lemon-Lime Nandina(Non-fruit) - 15" 3GAL Full,Match - I I Date 05.25.2021
4� / / Revisions 05.25.2021
CAL.AND HT.REFERS TO SIZE OF PLANT MATERIAL AT TIME OF INSTALLATION.ALL PLANT MATERIAL SPECIFIED MUST MEET OR EXCEED THE PLANT CAL.AND NT.AT TIME OF INSTALLATION. / I /
"SEE SD-0.1 LANDSCAPE NOTE#16 FOR TREES WITHIN SIGHT TRIANGLE. / //w \ p�p� � /
w� \`SEED RSTRAW0.00 -C) I ;' l
f� w DISTURBED AREA 4 'II -/.
4, ,I / //
•
••a e. v ' / / / / sheet Title:
W � 3
ro Q2\\ -A7 77B8y5/ ■ s / LANDSCAPE
.
m a�' Bottom=37O 78 / •,� / y.\ / PLAN
1 LANDSCAPE PLAN sheet Number
CD-7.0 t„_30'-0„ 0 15 30 60 C D-7.0