(S&EC 13676) Cub Creek Station and Sandy Ridge_State Impact Maps (07.26.2023).pdf

STATE IMPACT PLAN
CUB CREEK STATION & SANDY RIDGE
o(DON
Ounity
DEVELOPER 937 OLD OXFORD RD
I CIVIL I LANDSCAPE
KDM DEVELOPMENT DURHAM NORTH CAROLINA ENGINEERING ARCHITECTURE
16 CONSULTANT PLACE.SUITE
KENYON BURNHAM DURHAM,NORTH CAROLINA 2]70]0]
P 919,490.4990
1080 PITTSFORD-VICTOR RD STE #202 _.4u^"y.co,
PITTSFORD, NY 14534
[phone]
KELLEY DEVELOPMENT COMPANY
TED KELLEY INDEX OF DRAWINGS.
106 HATFIELD LANE
RALEIGH, NC 27603 IM-01 COVER
214-535-0550 IM-02 SUMMARY OF IMPACTS
[e-mail] IM-03 OVERALL EXISTING CONDITIONS
OWNER IM-04 EXISTING CONDITIONS
JOVEN GROUP THREE ` IM-05 EXISTING CONDITIONS
937 OLD OXFORD RD ® ® IM-06 OVERALL PROPOSED CONDITIONS
DURHAM, NC 27704 IM-07 PROPOSED CONDITIONS
IM-08 PROPOSED CONDITIONS
BELVIN STEVEN PIPER TRS IM-1 A IMPACT 1 PLAN
3818 CUB CREEK RD
IM-1 B IMPACT 1 PROFILE
DURHAM, NC 27704 IM-2A IMPACT 2 PLAN
ENGINEER/LAND PLANNER IM-213 IMPACT 2 PROFILE
QUNITY, PA ® IM-3 IMPACT 3
TIM slvERs ',__1 IM-4 IMPACT 4
16 CONSULTANT PLACE,SUITE 201
DURHAM, N.C. 27707
P: [phone]
F: [phone]
[e-mail] VICINITY MAP
NO SCALE qAN
SURVEYOR
TRIANGLE SURVEYORS
RON CARPENTER
3715 UNIVERSITY DRIVE
DURHAM, NC 27707
919-490-2929
CUB CREEK STATION AND COVER DRAWN BY: CHECKED BY:
MS NNA PROJECT#2210
SANDY RIDGE 04/17/2023 937 OLD OXFORD ROAD NO SCALE I M-O 1
DURHAM, NORTH CAROLINA @ COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

0
Qunity
ICIVIL I LANDSCAPE
ENGINEERING ARCHITECTURE
16 CONSJLTANT PUCE,SUITE 201
DURHAM,NORTH CAROL NA 27707
P 919.490.4990
_.9u11R9.-
SUMMARY OF IMPACTS
BUFFER WETLAND STREAM
IMPACT
TYPE PERMANENT-NO
NUMBER ZONE ZONE TEMPORARY PERMANENT PERMANENT-NO PERMANENT LOSS TEMPORARY
PERMANENT LOSS
1 ROADWAY 1590 SF 0.0365 AC
4,440 SF 0.1019 AC 6,978 SF 0.1602 AC N/A N/A N/A N/A 114 LF
2 ROADWAYAND N/A N/A N/A N/A 1,245 SF 0.0286 AC 1,150 SF 0.0264 AC 64 SF 0.0015 AC
SIDEWALK 54 LF
N/A N/A N/A N/A 74 LF 12 LF
3 SANITARYSEWER PIPE N/A N/A 4,928 SF 0.1131 AC 721 SF 0.0166 AC N/A N/A N/A
4 SANITARYSEWER PIPE N/A N/A 100 SF 0.0023 AC N/A N/A N/A N/A
TOTALS 4,440 SF 0.1019 AC 6,978 SF 0.1602 AC 5,028 SF 0.1154 AC 721 SF 0.0166 AC 1245 SF 1 0.0286 AC 1150 SF 1 0.0264 AC 1654 SF 1 0.0380 AC
54 LF 74 LF 126 LF
CUB CREEK STATION AND SUMMARY OF IMPACTS DRAWN BY: CHECKED BY:
MS NNA PROJECT#2210
SANDY RIDGE 04/17/2023
937 OLD OXFORD ROAD NO SCALE IM-02
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

N /ram=���/� /� t/ � "�\ s / � ! Il / ` � t J/�Y-t �♦ / >/ l� I � � 1 ���~ � �, -,,•� J ,� � � )
01
o
\ — / \ j/ pia \\\\\\\ \�� \\\\\\O\\ .�\�� �>, � \� f )1 —_..�� fcl
l !!�••• /` \ ��
pp
et N
f ° Ounity
/ � r � / �� \� 1 �:•.�'�'' � II!/ /i��������\ ))II l \ \\ems -., � -; Z ti..7 � I
-� // /1 �//•.\ �� 1- \ � \\\ � �� 1 !I � \\\ \\ \\ �\\�� \U \ `. '\1 5 , / aL LANDSCAPE
\ Z S 1'
ENGINEERINGvl ARCHITECTURE
�-1 l
f \ 6 CAM,NORTH
PLACE,SUITE MI
70
��n • ® (/,f � �'^� tll �I I 6 \��� \ - � U �/�/O ••J,•�••' ,� � �i/'///I/IE 1 \\\\\\`�\\ `� \\\\\\\\\ ',`•�r DURHAM.NORTH CAROLINA 2]]0]
P 919,490.4990
_ .ate _ �;� //rllllllll 1` \ \> \�}\\ �����\`� t� - q ,Y.om
I EXISTING SANITARY 1V
J =\ III✓/ ( / I "I Ilt —� ` SEWER LINE AND30' :•i�. \\ ��/// ti// \\\ 11
EASEMENT J >•: a// n \ / �< I _
� / /K�\\\ �//ice �S 1/�\\\ ll 11///�\\� \ \
✓ 1 I I -� )1 1 . /� try \ -�� �/ )� /
,;. .1 •' / � i /// / //�\\\ � 1 / �
tl�\I \
IMPACT 3 �\ = 0My0vl /_/l
%/ .11
/
J � r f o J � \�` �/ } •;%• �///��%��j/���/����v%//j//� I!IIl I II\�\\\\���\ � \ �� � l r��/ ri./.+r "'� � G / / /r
�u
fj � I) � 3 > t J f� r � •:I:' ``, ' \�/11%///�/i����i r- �/ ___—\\11 jlflll(IIIIIIIIIIII 1\\\�\� f
`f� /�/ \ 1.... r- J� �.. /�� 11\ II )I I I I I till 1 \\\ \ 1� \\
r — / _ /i//�s., /,�� / / IIj 1)II I II 111) I \�
1 i r�—J Imo„— VIE
� v , _�r� �/�/f��/ram/j%/�? //// / / V71f / /% ��.►\�/1/IIIII�I/IIII/)I/ IIIIIIII)Ill/ 1i ��(� I� \t\\
/ /'Ail
I �////Ill //
% / �// /l Iflll f 5 \Zt
/ — —` 1((IIIIIII l %//////�/1/Ill1
1 N / _=�/ i r ,,.•. / l \ �� I I I�tl1T I \ ////i�%il��ii%/1
It
(fill
J J J> lI w- \\ \\\ •\ f 1
I 11
01-\\\\\\\\\ \\ \ ` Z
\I'v
/Illl`\(II11,\\ \ '!1 III 1 / %\�\\ 1 I(11 \ �
��^\\\ \I I IIII !,- �� ��l
l
�� 1II1\IIII llll`(l/(
.� ��-- 1 1 S / III \I \ \ v ( — /II \ )Il /lll �� \\\ .- r
1 / I I \ / \III 1o\ \\\ I l l ( \\ l/l/ 1 VI J
\Q� i
ti \A ���/II((/)I ;,������
\\\) pa
/ � �i�r/ f J>> lla / moo
\��\Y
�\� 17r<11I
( 11(/% % % //i�i,��� `�\�JJ \1 � � � /►'/II\ � I / L ��//1 i c � 4 r' i � /o
V'` —��� 51 r
/ //
/ /�Ji
11
,r/ � //C//�.. J• )1 �. �-- �?r' \1 J l)11 /j / � > 1 r°r
CKED
CUB CREEK STATION AND OVERALL EXISTING CONDITIONS o 200 400 800 DRAMS BY: CHENNA BY. PROJECT#2210
SANDY RIDGE - aND 04/17/2023 -
937 OLD OXFORD ROAD SCALE: 1"-400' NO SCALE I 03
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

111 ///ll�l c .t.• ` / / I ► I �\\\��� a,,//i�. // // \ \ 1 III II I I I 1 \�'� 1
( I � �_ yo � ✓� �� � � 1`./-`• �/i // l l/// /L. . � �'��>l�� / //r/ / /////// / / �_ \\ 1 I 1\ �' 10, I �. � `' s' �
EXISTING SANITARY SEWER
\ \��~5 - .. •- �+ /% i//�%// / / LINE AND 30' EASEMENT
IMPACT 3 I / 1\
\ / ( S _, W�`: ` ` :� ` •, � / ///�i/ii/i%//////�/////l'-/=� �i�'�//'�--—__�—� ��i� �FEATUR ' FEATURE G-
11, . �, .1r_, //� 1 /.•.•', •�•'% / rr��/� //i��/ ///���\���%��;- //�r�/ // 1 I I IIIIIIII\\\ \\
� 25' WETLANDBUFFER
�'--a ��>� /�, '� '•%- �j//r�i // / /ice =_ ��i�� %ii% // �1\ l I III II 11 11\\ \ \� \ �\ )\
�-• - �` �= i'� /��� --���� /11111 1 II /IIIIIII \\ IIII\\\\\\� 1 ' JURISDICTIONAL
FEATURE W2 / `.'�`. = .`.'� / / (/ //�/i/j/////////i /// — — � c l Jill \\ 1 ty
I I I I I I I / NONBUFFERED
/ FLOODWAY �J��j/� / /+. .. . . / �\\\\\�1((ll///ll////////j i�j//b /� _ _ \ 111 I II I II I I IIII 1 \ \ \ .� CIVI/ •`k i `-`/a` �� //// / J -\\ \I I 1111 I I I I I 1 I I I \ \\\\ 1 \ FEATURE I ENGINEERING I ARCHITECTURE
', �,. v�/ , �,rl/ / �' ��+.-.�;,�' .�.•�/ //� /�T,. I l IIIII�((ll/ //� J /��/i%i /� �� ��_—_— �\\\\\�I�Il�lllllllllll IIII I \IIIII�I11\\\\\\I11\ � � I
iS /�J,; . . V �i`,, / /j�/ il/�/i ' ITI ► "`^`i — ,___ \J/� �/ � �� �`.•��/'r•.'x`:`�.y`'.�` `\``.+i//iI f//,��`'^�/f//I �l/%///,1/1/1/ l/! I I ' /( !/! 1 I/}If1 I 11 I(/ 1l I \/ I/�//I�]/)/� � ///���J���� �// \ �1 J�1///�///�///1/�I I////II//II/III I/Il I/I/I/l1II//I I 1IIIIII/I i s/I/�/I lI/l/I II//II I/I/I1II/IIl/Ii lIII/I/I/II 1/I 1I 1/I—} }
( f�,
i
LANDSCAPE
16 CONSULTANT PLACE,S UITE M11 DURHAM,NORTH A 27707
� ^ P91 ��°YoFEATURE W / I1 )l11111I11 5I� \ �\
j � � qcm
FEATURE r` `/ 7Ii //� / (
/ 1�C' �`-111�1`\\ `•\ 1 I I I �1 1 \- 1 1 \ VI \ �r IMPACT 2 / / / // / // -( 1 \
FEATURE W6 �� \� \ IL/ _
11._
FEATURE Wl — — — } FEATURE Q
%�
�- /` , F•=� /// ��/ll r �/l / � a� � �3-1 L-1�5�1�3�r -
--,�1 I
•�,/ / / //// /// 1 \ \\\ o \ I \
lk
\ \\ \ \ c) ,I ( / IJ \ -7
oot },( l1 /// / -�
r /// 1 I� I I Al \\\\\ \\1\ \\� � �\ 1 �I�I
Igil
1\ I I ( I / l %���r� /�� \\\\\\ 1 \\ \ \ I 1 l //
l//I ���j��j//
> f�7%� ►I o �\ �� II / \ \ III � � � I ► I /// II � % �
to l I I l l l l \t \\ \ 11 II I I / s� J l �I 1 1 / �� \ I
1 I I I \ \ \ I11 I IIII ► } �\ \ \ \ \\ IIIIII
\\ \-
\ \ \ \1 \\�— I / i ►I I \ I I I I I } \ �+ I I I I �/ 11 \\ l l / r / l 1 J / ^ \\\ \ \I I \ �Ir/ //� — ^ �� \\\ \\1 I I 1 / x,
\I I I l lFEATURE M
I I I II} ` FEATURE
// \ \ I I I I I I / // / / I 1 I 1 / I \ _�
I \ 1 II
OJ T\\\\\�
J\ \\\
v /
r�
FEATURE N \ �
If
\Lr _ a/I ► f /r S 1
\ \ \ ;/ 1} ( I
\��� 1 \\ 1 11 II//ll 111 ,( I _ — \ \ \ —
�I 1 /I I l f ( / �I —
\������ � ` 11\\\\\ Z
/ \ /
II �� I / I I
\ \ 11 I i►I // / ,, � �� \��) I/ 1/11// // /II 11
o I 1 _ �� � /// /````..11/lllll/lull / I / / / \\
\ I I \ JlI \"I- �l / /// _ \��`'i� l( Iwlll ///////// l � / / /L;- IM J /// / / / / / �-.� �> //
\ } ���/ I ( ! �— \ I I 11 /ii
l�lll l/l
�( � / � / � — _ \ � /� ll(1 IIII t l 1 / / / ) I l/ / I � , — ��///i � II I 1 I/////�✓�r//` I(/ r / / r 1� / < — JI I I 1 ` r� /
CUB CREEK STATION AND EXISTING CONDITIONS 0 100 200 400 DRAMS BY: CHECKED
NNA BY. PROJECT#2210
SANDY RIDGE - aND 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"-200' NO SCALE I M-
04
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

c7
JI('
\ \\ �SII) -) � u//'✓
4�J11v//2 \\`t
l \ \\ INS ������ Ounity
Q
\ CIVI LANDSCAPE
ENGINEERING ARCHITECTURE
\ / .• /
\ \ \ � ��� � 16 CONSULTANT PLACE.SUITE MI` \ ` DURHAM,NORTH CAROL NA 27707
.4990
1 �\ ( .rJr �`� \ - ♦ \ \\\ \\\\\\\ \\\\\\\ \\ \ \\ \\\\\ \ \ \ \ ` �`~ , P91 qum Ycom
FEATURE B 1/ .`. �� �(290 \\
„ .I. ,dor(2s ) , < �o \ o\ �\
I - I \ \\ \ �\
I 1 r / \ / \l I I l I / /` / / \\�\ FEATURE LWl \������\\\`� ` \
�
/ / ^///(/ •1�\ // // / /� IMPACT
/IIII , r \\ \ II 11111 11\\\\\ \ \ 1 11 \
FLOODWAY \ .t `.7. I\ // // //( ///�� — _`�\\\�\ \\\\ \\ }}1�� 1 \ \ � I
I \ � ��•V VI II � i 1 \ III
\ / 25 WETLAND BUFFER / \ I 1
° ) v l�• � � / /,l� II/I►ll/i�i///�II� IMPACT 1_
\ \ FEATURE W 2 -1.- /
'•W / FEATURE G
�\ — \\\ �o
\ �� �� J/i) l /� �/ I -i-,\ '•/ \\ / lull \�\\\ — ,�\�\\ \\'\ o \
\
\\
Illllll
i/. .IIIE. �I{,i.11ll.�ll��`N�„� ) FEATURE H
\� �'' ' `/i ti\�`�c.!�r o y. ••(.`.` // J�=�= EXISTING SANITARY SEWER
�\ \ (A .�� \ � ( �� � �. .�.`.` /,�i//i�\\� LINE AND 30 EASEMENT
r l //� \\�K\\\\ \\\\ \
\ �� �� , .r•./.`.`.�,/ / \\\ \ tt 1 \\
\ \ I/ ) I FEATURE
I1 � ��^ `�`�` •%, �/ IIII / )\ )))llr \\\\ \�A�V, ////// rj// 1//'� i�i �/� \\\ \\ ( � I\\\\/
�• ,/ IIII /� Ill///ii�\\��\yi %//%; _� �i i /i //Ill/ll// —�\\\ I 11III IIII\\\ \�� , \
IMPACT 3 \ \���� �*ad -` / �!��/� %/�i%/i//� \\\�� / %`_ .000, III
J \ r��. . . ��'�. /i // / �� \✓�i/i/%,_� .�ii/ii//j _ � r Jll
\ / / / \\\\\ jam%�/ — — —��` ti FEATURE W3 1
�"`q�" ' 1I I SSE.—.s;bL` .• _ /// /ii//////////Ill \ ice_/��——— — /i / / l l \\\ g /
_. \\�\l/ii�=�� III I� /% �' / 1
\\
rr W� l I / IIII//���� //i/r�/ �r����� �% ��/ // ►I I \\\\\ \ \\\>> /
�
\\ �\\\\�w,l ` - j,
X,71c 11
/ i�� �' � •� •� � %;W, / / IIII// l//ii�///�/ 7 _���
\fit\\\t/ / �/// 1—�� �— _—___- -� \\ 11 Illllll IIII
��\Ill / ////iii//�/ —�— //�/ — I I I I I I I \ > \
//li,�//` �,� ` '•' /� �� 11 I Ill/ /11�1 �6' An \IIIIIIIII II
/ / �% ���...�„ .•.`. �/ //� �� i� `1.�•i�i`/ / l/ /'�� � �c
.`l. / / 7
CUB CREEK STATION AND EXISTING CONDITIONS 0 100 200 400 DRAMS BY: CHECKED
BY. PROJECT#2210
SANDY RIDGE - aND 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"-200' NO SCALE I M-
05
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

} -���� ti �e J i �4 Jf � f r� � c /
// \ \ \ ✓,� G /
�L 1 r� ✓r .,.. / r �f ti � l\\ \ V �7/1 1 1 `•' \ � / f .,gc.r � ( 1� \ \ \\ _���� —>,o � \ 0 All
o/ IMPACT 4 Ounity
/ l/ \� �� �I\ �\ L ^✓ /�r ( / / /ice^�� z /- Z\\ti�c�-�,.� \���� \���'_�z�. t
//� / ? r/ J / �\ L \ �1 -``�\ /• 1 I m I_ IIIIj//d, � l 0��� \\\ ^ Yam- �`Z-w�i Z`�� L7) s�i
7 I r ,� �}}}H1 \l �^ 1 ` \\ r' I �IIl - r \ ( \U \ �rY/11 \,\ ` \ ,(' / CIVIL LANDSCAPE
/ IMPACT 1 ��`\ ENGINEERING I ARCHITECTURE
In !en Y -je \� \\\\\ 1 ^'� ��\�1 �\5 �i f ` J S r 1 16 CONSULTANT PLACE,SUITE MI
DURHAM,NORTH CAROLINA 27707
i` 1 / 1 I �0 �r� �\\\ �� /• ��/-11 /�� '•/••••' / I \ k\\ \ \ \ \`\ l P 919.490.4990
/
1Ip �� i c• ���\ ,, www.a ny.com
I/ l / t-. 1� I � EXISTING SANITARY U � „�•k::'•.3 \ � \\�� � 1 \ \� � � �. \ s �N o o , �
III / / + �tl — . SEWER LINE AND
30`'
EASEMENT
l ''�•'• / \ �` I // �,N\ '`�(/Ii, ��`\��
I !—
� �S I I �l I � (1 � J b a�1 � r ���� ], � �:1.:• • /r I �° --_
II r M I V I — > 5 11 •�, IMPACT 3 \ �" .•, '�'` / / I \\ �, y /- , J f ( �j/ l I T l
C �. ?\`v �� ) • {y �J ) f ZONE 1 IMPACT
if v l S r- Via° r r ✓ G> / / ! f
ZONE 2 IMPACT
�� J / / f� l _!f1 r�/i%///f% f��j tr `: 11 __ F 9 r♦1'�`\'� ��� 1 },
�1 � � � �� h� v \`,,.�r� �.=..,; r��s/j /�r.�/%� ~�; '•% I �t ,NN
1\\\
PERM.WETLAND IMPACT
� / — �\ — fr `�_���%//��//� +'•�'' % � 111 111�\ S � 1 7 = \ )1 / I\ i�����
IMP 2 r
r <D�r�c JN—"�� \ f/�"///� // •.. � //� `\' I��� �L�� � .�. -_ _ - _ - - / `\� �5 � ��� j Z
ACT TEMP.WETLAND IMPACT
rr� )< ���; �r.•. / `\\1 L \ 1'4J.��'
WETLAND IMPACT
/a t� a U I / 1 P y l,:,- / -/ ��_ -..� n/+ 1 1\\ ti /// I PERM.NO PERM. LOSS
� z , _ /r� 1J/l ( t� ' �\���1 \\\\\\ f /�
, / --- -- ----- �111 I I I II / // J \��` Z \ Ill PERM.STREAM IMPACT
IV
/ f / i - \4\ mt l �I \ 15 _\\\ \ J \�\�J✓!f l — ( TEMP.STREAM IMPACT
+.+++.+++.+++.++
STREAM IMPACT
r
(/I L, l j r j j/i- 1�, PERM.NO PERM.LOSS
l �_ I Il J/r f < r� V I ' .' ,, \�\ (Il1 ^� �1 Q \\\\\�\\\\� ti ► / 11/ Z�/ s/r/l )� 1 p0 -- Z 1 -
_ >1� 1 1 Jl/l/ J(/0! )) ////f•Y P �o / 30'ZONE 1 BUFFER LIMIT
I If fr�i ��/>> a l —-- Z2 --—
20'ZONE 2 BUFFER LIMIT
FW ---
/l /� ✓y/ /\ /1 �� 10 v I��lll i ) ` ��` jJ// //� 1 1 l 4" /�f y1 l J{/ / /; FLOODWAY LIMIT
WTL---
j��'� WETLAND LIMIT
/
} y 11 41 _�\ ( � � l I TP/ //��/ J )1 �• 1 ~ \� P \ r ( // .� �p r ✓l / I/ V� !I'TREE PROTECTION FENCE
/LIMITS OF DISTURBANCE
1
CUB CREEK STATION AND OVERALL PROPOSED CONDITIONS o 200 400 800 DRAMS BY: CHENNA BY. PROJECT#2210
SANDY RIDGE - aND 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"—400' NO SCALE I -
0 6
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

�I/��` `�� :� ��\ \\��%� " / ; �� -.�.t ✓� i/! /j �/ \ I ��\\\\\\\\\� �'I I Al
IMPACT 3 \� � /i/ \� i 1 - \�\\ \ VI\11 I / �� --✓"/ r�11
���-= ., �������� I lll�, � �E. ��� F ' _ _ _; �� \\\fir\ �� �✓/� `�� .. — _ i ��/
FEATURE \ fl �( / \ \\\I�y) FEATUREG
JL
� / � .�, / / /�/ � �- \�h\vas I \®\ ^• - -
25' WETLAND 11�I�I� /� 1 0 1 / j,�/i/ _ \\ \\� , 6`
BUFFER , ,�' ':`�!`. ,�f'' /j/ �i% \N ,C�
/ \ JURISDICTION L A ■
FEATURE W2� • , � � .� //// / /�/j/// j _ \.(I� i' \\ \\\\\ �S / - �•W�j\ . ♦ ` � �/ /� /�( / —1, II I/
\�
Q
unity
PY PER NCACO2B NONBUFFERED
FEATUREEVIL LANDSCAPE
,)' FLOODWAY
.0714(9)(A)(I) THESE `I I III\ 1 1\� � 1��\ � I ENGINEERING I ARCHITECTURE
���. � I n �� / // / li - - DRAINAGE ; I
16 CONSULTANT PLACE.SUITE 201
FEATURE W 5 k ` •. .. // / I J o I I /N \`\►�1 , ( DURHAM,NORTH CAROLINA 27707
�r �J •� .%.`.'. 'I / �i // //�� ( / / EXISTING SANITARY / 1 CONVEYANCES III P919.490.4990
SEWER LINE AND 30' - I ARE "DEEMED - /�/ / / ?\ r i .q l,Y.om
HI �
EASEMENT I ALLOWABLE"
FEATURE C
ZONE 1 IMPACT
IMPACT 2
=`a I �1 �, / , ,• � J , FEATURE W6
7 FEATURE Q l ZONE 21MPACT
9,
FEATURE W1
4Y \ \ \ \\\ N I f PERM.WETLAND IMPAC
2-2
TEMP.WETLAND IMPACT
PER NCACO2B
.0714(9)(A)(1) / / IMPACT
/ ) / r / / I\ I I '/ , 1 \ \ \\ \ o.I 1 I /// I I /I` �y�. PERM.WETLAND NOP RM.LOSS
THESE DRAINAGE / / // // / f / / J / / 1 r =
CONVEYANCES �,'� o I Ioo/I I 11 ( ( ) ( �1lj
ARE ''DEEMED , r �l ;l I I I\ \ I ` I / //� / ) / I \ I III I I I \ ` I \ /j� / l // PERM.STREAM IMPACT
ALLOWABLE"
FEATURE M
1 \ 111 \\ \ \ \ r = TitlI I \ \ w( 1 ` / / TEMP.STREAM IMPACT
+ + + .
'� , \ / �- / . •� 111 I I III l / _ (345�
L 1 �> 1 = \° `\\\\ \
\ / / — I \ �\\ \ � i C /� STREAM IMPACT
\ ' ��/� I I \III I I \ / \ / PERM.NO PERM.LOSS
FEATURE N \ II L�1 f I I l 11 1 I 1 /
/lll > ZI
i 30'ZONE 1 BUFFER LIMI
Z2 —
J 20'ZONE 2 BUFFER LIMI
r/_ �I� I re Fw
FLOODWAY LIMIT
. / I 1 / r, .: \ \\\ \\\\\\ \\ / / ��\\\ ,� I �. / ---WTL---
f I ) � WETLAND LIMIT
TP
I � TREE PROTECTION FENCE J
\ / I / I )l //// f / �, 1 I I /LIMITS OF DISTURBANCE
(1 r\ ,
1 NN
CUB CREEK STATION AND PROPOSED CONDITIONS 0 100 200 400 DRAMS BY: CHENNA BY: PROJECT#2210
SANDY RIDGE - aNL 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"—200' NO SCALE I M—
0 7
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

r
� � -
\ v/% �`(�i ^S �� IIII 111lyll \�� \ \ 1 I \ Z 1 1 I 111)
�� ~\ PER NCAC 02B
0714 9 (A) I THESE U/ \DRAINAGE Ill
CONVEYANCES 1
ARE I(/
ALLOWABLE"
��-��,� //
uni}]
'fill
CIVIL LANDSCAPE
I I \ \ \ \ \ \ \ \ I ENGINEERING I ARCHITECTURE
16 CONSULTANT PLACE,SUITE MI
ore`�o`q 11\ \ \ DURHAM,NORTH CAROLINA 27707
FEATURE B // '� '•'.' .`� , I . 1 /zso�, \\\ \ \\ \\ \ 1
/ I / \ I \11111� I < �`• � `•`• i Z� �' > \ �\ \ FEATURE LWl
/ / / ( 1 \�� IIII / \ I l� �ti,� i .�• �� -�/ �� �\, ��o --� �\ ' _
_ o �\
I /`1 r \ / I'l11 / 1 I `�� i - ' '-'�� '-.�.��. �f � � � � �\ \�\\ \ I �\ \ ��\�\\ \ \\�✓/ \ \ ZONEIIMPACT
ZONE 2 IMPACT
IMPACT 4
FLOODWAY \ , ` / // �-_ \����� 1 \ \� �1��?� ^ � � L \\
IL •' �� \ / / 1 / 1 / �// - _��`` \\�� \\I \I ` \ �\\\ �'� vl L . PERM.WETLAND IMPAC
25 WETLAND BUFFERff
, �• ////// III IMPACT 1 _.' , \ ,� ��'\� � � FUTURE EASEMENT
TEMP.WETLAND IMPACT
FEATURE W2 ,� ` �.` l//// l 36
i��` I;hN.(•, - -' JII�/ _ Illll 111/l \\\\\\�_ \.�,1o"�►
J� ) (� 1�= / / / ll�l1 I 1 llll�/1///l \\\\ \\— \\ �n I�� /�1 \ \\ \\ \ WETLAND IMPACT
//, �' .����. , / \v j//// IIII II I�III���\\\\\\\\\\ \\\� \\��� y� \ \\\ \ PERM.NO PERM.LOSS
EXISTING SANITARY /i/ \ /,•, �= l // IIIII II I II I I \\� 1\\\\ \\ �I, ; FEATURE G [
t Yi 1 \
� \ .ti Ire ' I111 II \\ \\\�� =�`\\\\\\ \\\\\\�\\ \� FEATURE H
\ \^\ SEWER LINE AND 30 ��/ �' •(� / �// �J I11 \\\\\\` _ \ \\\\\\� \ \ PERM.STREAM IMPACT
EASEMENT �� ,,� ,�,•,• — /��_\� ,/ \ \ \\ _ , \\\\\� \�\\\ \ FUTURE EASEMENT
\\ \�\�ol
1 •• JC J J/i �i ' �Y� / \\\ \ 111 TEMP.STREAM IMPACT
\_` .� � — � � ,✓.`.r / FEATUREW4AV
I 1\~I j 111/ v \\� 1 12�,// - •�- - '- `// \ IIIII II \\\ I �/1 IIAll
STREAM IMPACT
1 / I
� , �_ � ���\ � tiry� � � ,l•,ti�:�.,�t /� // /// \\ = — I Illl\\11\\�� \ 1\M..i I Al � I� /J`� PERM. PERM.LOSS
NN IMPACT 3 \ \� � �' � / I / 1� \\ \)I III / ��.� "�—/ JII 30'ZONE 1 BUFFER LIMI
�. //� / ) _ I = - / \� \\\ \ / / N / FEATURE W3 ill ——— z2 ———
�i \\\Y v / / -� / ,_v-� 20'ZONE 2 BUFFER LIMI
ll� 1 1 �' /. '�'f�
) ' / %/% j�/ I j `w11
FW ---
\�\\�1/_ _��,/'Jf/ •r•�� 'WF- / //%/�� / l _ / \ \\ J \� rl I \v J �,� FLOODWAY LIMIT
�R—'_���ray' ,� r � <.` .^L-.�. / /// / // I � \\ '� I l `\\�\ \\� •i/°� �L � j ) � —--WTL--—
/ \ ` / �9 WETLAND LIMIT
TP
J /� 1/(1 `^�C j// �/ `"� `.`;�• -`�`+` \��\\\`1(l/ 11///� Illll{ I 111 III I II \\�\`���\ / \\\ 1 \ \ ` TREE PROTECTION FENCE
/ //ll�!// i �•`- '-�• •'-'•' ` 01/ ,�_/�/i IIII IIII 111 \ 11 \ I \\\\IIII \ I \ \ ,�
//f J y ���•�.`. ``j� .f/ I / — _ r IIII III I I I I I I 1 I I\ `I \ / I \IIII IIII \ / [ /LIMITS OF DISTURBANCE
I I I I I � 11 , /\�\I 1 I , � �'�/ /
CUB CREEK STATION AND PROPOSED CONDITIONS 0 100 200 400 DRAMS BY: CHENNA BY. PROJECT#2210
SANDY RIDGE - qA� 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"-200' NO SCALE I —OvR
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

- - - - - - - - -
tillipillilim
PLEASE SEE IM-4 FOR THIS IMPACT
WETLAND -�am* __ :N"I'l
° \\<=�\
- - - rT� - fir! ��_ -_- -_ I 30' SANITAnooNtI6,
RY �� Qunity
F e
`` CIVIL LANDSCAPE
I ENGINEERING I ARCHITECTURE I
8'' SANP`�Q,RY SEWER
16 CONSULTANT PLACE,SURE 70
t V C PIPE _ __ \ DURHAM,NORTH C+4990 A 2]]0]
ZZ� v ww91 q-Ty.-
. _- zZ _ zz --- BOTTOMLESS ARCH
%%
ZZ ._
ft.
IZ - • IZ - BIZ . z(3�sJ
im
ll •---- ,
lz 30' SANITARY SEWER � - Iz ! zz
EASEMENT Z CONSTRUCTION SEQUENCE FOR INSTALLATION OF BOTTOMLESS
• • �. ARCH:
/ 00) I /? 1. PROVIDE TEMPORARY LOG CROSSING AT STREAM LEVEL
— ——— WITH THE STREAM BANKS.
2. INSTALL EROSION CONTROL ALONG ALL STREAM BANKS IN
/
_ DISTURBED AREAS PER APPROVED EROSION CONTROL RCP STORM PIPE — \�_ \ PLAN WITH DURHAM COUNTY JCN 6574-06.
3. INSTALL FOOTINGS FOR BOTTOMLESS ARCH.REMOVE
DIP WAJEILLINE PIPE REMAINING EXCAVATED SOILTS FROM BUFFER.
Z1 - -� ° 4. RESTORE ANY DISTURBED AREAS WITH MATTING/SEED IN
o
WETLAND IMPACT-PERMANENT �/• IZ „ / BUFFER AREA.
lop . 5. INSTALL BOTTOMLESS ARCH CROSSING AND REMOVE
15p EXCESS SOILS FROM FOOTING IN BUFFER AREA.
WETLAND IMPACT-TEMPORARY / ••' Z2 ----- Z2 \J 6. BACKFILL BOTTOMLESS ARCH AND RE-ESTABLISH BUFFER
_• l2 .� —— TO ORIGINAL CONDITION.
WETLAND IMPACT- �.• �� •� I/ �,
PERMANENT-NO PERMANENT LOSS 7. INSTALL MATTING AND SEED AREAS OF TEMPORARY
' 12 Zp 04 •.•,' , DISTURBANCE IN BUFFER.
STREAM IMPACT-PERMANENT Z ,
RETAINING WALL �'
_ STREAM IMPACT-TEMPORARY // O z° 0e cL
+ STREAM IMPACT-PERMANENT-NO •
+++++++++ PERMANENT LOSS b Z2
STREAM BUFFER ZONE 1 IMPACT- I —
PERMANENT (310)
® STREAM BUFFER ZONE 2 IMPACT / STREAM
PERMANENT / T _
SUMMARY OF IMPACTS
IMPACT BUFFER STREAM
TYPE
NUMBER D
ZONE 2 ZONE 1 TEMPORARY O
1 ROADWAY 4,440 SF 0.1019 AC 6,978 SF 0.1602 AC 1,590 SF 0.0365 AC
114 LF
CUB CREEK STATION AND IMPACT 1 PLAN 0 20 40 80 DRAMS BY: CHENNA BY. PROJECT#2210
SANDY RIDGE ~~ I 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"=40' 1"=40'(PLAN) I W A
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

320 320
I I I
I I I
C4
STORM CURB INLET N
I
' RCP STORM PIPE
I I I
I I (V I I
FINISHED GRAD
(ROADN N M Ounity
00\
I 0
N O 0 M I 1
I I M I I
+ 11 r s I I CIVIL I LANDSCAPE
I I M Z O I I ENGINEERING ARCHITECTURE
I I —
I I Q 1 > I I
N Z Z 16 CONSULTANT PLACE,SUITE MI
N DURHAM,NORTH CAROLINA 27707
IV 1V IV
I I P 919.490.4990
w.we.qu'Hy.com
I I I
I I I
310 I ' 310
H N N H
o0woI
I I I
I I
12 15"R£P-I I @ 0.n%
DIP WATERLINE H N ti
\ I
N LV
EXISTING GRAE E N N
I
I I
I \ I
N \
300 ; N 300
I I 1
I �
CN
I
BOTTOMLESS ARCH '
N IV I 1V
ZONE 2
Zf NE 2
I I I 1
Z 0 NE 1 N V N ZONE 1
I I I
I I I I
I I I I
I I
N N
IV N 1V IV
I I I I
I I I I
290
O� Lo N N Lo in 00 00 CQ
O p O OM N N O E;
9+50 10+00 10+50 11+00 11+50 12+00
CUB CREEK STATION AND IMPACT 1 PROFILE 0 20 40 80 DRAMS BY: CHENNA BY. PROJECT#2210
SANDY RIDGE 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"=40' N
1"=40'(PROFILE) I M- 1 B
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

A
I
F
ON4
WH ; Ounity
/ JURISDICTIONAL
I CIVIL I LANDSCAPE
4 - A NONBUFFERED STREAM
° ° Q r - ENGINEERING ARCHITECTURE
I �
Q❑ Q❑ 4 I 16 CONSULTANT PLACE,SUITE 201
a O DURHAK NORTH CAROLINA 27707
OJI a I / � P919.490d990
,-8" SANITARY SEWER PVC PIPE ""°°°""`°m
\i(325)
30' SANITARY ° I D(P WATERLINE PIPE
kSEWER EASEMENT ° / /' NOTE: RIP RAP SHALL
r RETAINING WALL o I / BE KEYED INTO WETLAND IMPACT PERMANENT
NOTE: RIP RAP SHALL EXISTING GRADE
BE KEYED INTO ��� WETLAND IMPACT TEMPORARY
L� EXISTING GRADE —%/ WETLAND IMPACT-
PERMANENT-NO PERMANENT LOSS
STORM EASEMENT TWO 30" -�'
4 a ° ♦' 0000 / /� STREAM IMPACT PERMANENT
2— EXISTING RCP C N I� —STORM PIS _
/ i / /
STORM PIPE / ' ' '
� —_ � =� f i/�// STREAM IMPACT-TEMPORARY
IN
r, AN NCE /// i F. + + + STREAM IMPACT-PERMANENT-NO
A . 4 a , — — = __ +++++++a
PERMANENT LOSS
STREAM BUFFER ZONE 1 IMPACT
PERMANENT
__ STREAM BUFFER ZONE 2 IMPACT-
� �
— —————— 7-�c���� � � /i PERMANENT
SUMMARY OF IMPACTS
STREAM
IMPACT TYPE PERMANENT-NO
NUMBER PERMANENT TEMPORARY
PERMANENT LOSS
ROADWAY AND 1,245 SF 0.0286 AC
2 SIDEWALK 1,150 SF 0.026LAC 64 SF 0.00154 F 74 12 LF
CUB CREEK STATION AND IMPACT 2 PLAN 0 20 40 80 DRAMS BY: CHECKED BY: PROJECT#2210
SANDY RIDGE �ND 04/17/2023
937 OLD OXFORD ROAD SCALE. 1"=40' I M-2A
1"=40'IPLAN)
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

340 340
PROP
HEADWALL/RETAINING
WALL Qunity
ICIVIL LANDSCAPE
ENGINEERING ARCHITECTURE
/ I6 CONSULTANT PLACE,SURE 201
DURHAK NORTH CAROLINA 27707
P 919.490A990
/ w�.qunHy.com
330
FIN(3HED GRADE EX. HEADWALL
3
PROP DI WATERLINE
PROP HEADWALL
PROP INV. OUT 323.3' X. 30p RC PIPE 9
LXI�:;I,.N& &HALA: -lecl EXISTING INVERT.• 325.47'
PIPE 2
EXISTING INVERT. 325.52'
Jlo'
- 18" THICK RIP RAP
KEYED INTO
320 1 " THICK RIP RAP 3 EXISTING GRADE
KEYED INTO
(STING GRADE PROP INV. IN 325.1'
PROP SANITARY SEWER
315
O 0) cl� N _� N N Lo 00
N CAI� M In Lo In Lo
04 f� cN M co M m M co M M
9+75 10+00 10+50 11+00 11+50 12+00 12+50
CUB CREEK STATION AND IMPACT 2 PROFILE 0 20 40 80 DRAMS BY: CHECKED BY: PROJECT#2210
SANDY RIDGE �ND 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"-40' I M—
2 B
1"=40'(PROF]LE)
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

WETLAND IMPACT-PERMANENT
\ WETLAND IMPACT-TEMPORARY
WETLAND IMPACT-
SUMMARY OF IMPACTS PERMANENT-NO PERMANENT LOSS
WETLAND STREAMIMPACT-PERMANENT
IMPACT
NUMBER TYPE PERMANENT-NO PERMANENT
TEMPORARY STREAMIMPACT-TEMPORARY Ounityl
LOSS
+ STREAM IMPACT-PERMANENT-NO I CIVIL I LANDSCAPE
+++++++++ EERING
3 SANITARYSEWER PIPE 4,928 SF 0.1131 AC 721 SF 0.0166 AC PERMANENT LOSS ENGIN ARCHITECTURE
STREAM BUFFER ZONE 1 IMPACT 6CAM,N NORTH
CA OLIN 2770
PERMANENT DURnAM,NORTn cARouNA vim
E MI
P 919,490.4990
STREAM BUFFER ZONE 2 IMPACT- _.4u"Ry.co,
PERMANENT
,.-' EXISTIN EXISTING 30
Z1 SAN ARY
SANITARY
_ SEWER PIPE SEWER
0
PROPOSE
EASEMENT
D GHOUS ¢ _ 1 IIP I.- — ` —
SANITA Y SEWE —\^ v) w ^ WETLAND i //��?�741 .
ANHOL o � � EXISTING , T / _
JI
Cq
IN CNI N 1
oNO co
M Z Z o GRADE PROPOSED � �3 3
300 > 300 DOGHOUSE PVC
V � Z Z Z i / 1� 11 'SAN ITA�'
SANITARY SEWER / �
MANHOLE / 14, �, 11 F �11 �, SE / R PIPv�,/ WETLAND,
0 TYP.
� �.� 1 ; /30' SANITARY
1 SEWER
J
EASEMENT
PVC
8" 1
54 LF Pvc sus @ 10 ° i SAN ITAR
SEWER PIPE �' 1
3MJ —3M9 3 1 Ou 1 00,
,
290 � � � � 1 /
N N r, Lo O co 00
0) ol m of 0) 1 1 / F
N 0� N N N c,4 N N N N I I /
O+
9+75 10+00 10+50 11+00 11+50 12+00 12+50 `L `1' 1 1 rn 1�
CUB CREEK STATION AND IMPACT 3 PLAN AND PROFILE 0 20 40 80 DRAMS BY: CHECKED BY: PROJECT#2210
SANDY RIDGE 04/17/2023
937 OLD OXFORD ROAD SCALE: 1"=40' N 1"=40'(PLAN) IM-v
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

Ounity
` �� �� I Imo ►
RCP STORM PIPE II �► I LANDSCAPE
ENGI IARCHITCTU
l \ ENGINEERING ARCHITECTURE
310 3 I 0 I I CIVI
16 CONSULTANT PLACE,SUITE MI
\\ \\ I I DURHAM,NORTH CAROL I NA 27707
P 919,490.4990
v�+� ► .go,l y com
I WETLAND
EXISTING
GRADE
�\ \\
PVC
WETLAND ` ', \\ \\ \\���� SANITARY
/ \ s
�� �•� �! �� ,\ \\� � SEWER PIPE
Pv
SANITARY \\'4b,
300 300
I i
WETLAND IMPACT PERMANENT
I I 4.♦ ,� \ `♦ ` ,\
�� WETLAND IMPACT-TEMPORARY
24% i ` `\\ MANHOLE
.
394 LF$ WETLAND IMPACT-
� � C�l T \ \ PERMANENT-NO PERMANENT LOS
I I 295 / / ,� �` \ \ `�
�/ l l � 1 \ . STREAM IMPACT-PERMANENT
M op �1y a STREAM IMPACT TEMPORARY
O p O O �A a + + STREAM IMPACT PERMANENT N
PERMANENT LOSS
STREAM BUFFER ZONE 1 IMPACT-
�1 \ 4.� PERMANENT
�1 ® STREAM BUFFER ZONE 2 IMPACT-
STREAM, TYP. PERMANENT
30' SANITARY SUMMARY OF IMPACTS
SEWER EASEMENT
WETLAND
I M PACT
NUMBER TYPE PERMANENT-NO PERMANENT
LOSS
4 SANITARY SEWER PIPE
100 SF 0.0023 AC
CUB CREEK STATION AND IMPACT 4 PLAN AND PROFILE 0 20 40 80 DRAMS BY: CHECKED BY: PROJECT#2210
SANDY RIDGE 04/17/2023 d
937 OLD OXFORD ROAD SCALE: 1"=40' qA� 1"=40'(PLAN) I M-T
DURHAM, NORTH CAROLINA ©COPYRIGHT 2023 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF QUNITY,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED