20141310 Ver 1_More Info Received_20150325

Homewood, Sue
From:
EMcClanahan <EMcClanahan @ecslimited.com>
Sent:
Wednesday, March 25, 2015 11:08 AM
To:
Bailey, David E SAW; Homewood, Sue
Cc:
ahill @triad - designgroup.com
Subject:
Response for Lotl Stream and Wetland Permit
Attachments:
MC1 SS- 2.PDF; USACE and NCDENR response.pdf, MC1 C101 Prelim Site.PDF; MC1
SS- 1.PDF; 20150310100424851.pdf
Please review attached and let me know if you have any more questions. The attached drawings will hopefully clear up
many of the questions regarding the scope and proposed design of the project.
Thanks

F 1
RX7
ECS CAROL H'� '-' S, LLF° "Setting the Standard for Service"
0.. Geotechnical e Construction Materials o Environmental o Facilities NC Registered Engineering Firm F-1073
SC Registered Engineering Firm 3234
David Bailey
Project Manager
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources — Water Quality Programs
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Subject: Response to Information Request
McConnell Center — Lot 1
Guilford County, North Carolina
ECS Project 09.24290
USACE Action ID: SAW- 2013 - 002235
Dear Mr. Bailey and Mrs. Homewood:
March 25, 2015
Please find attached revisions and responses to your request for information dated January
15, 2015 — with responses and /or attachments listed below. Also addressed herein are the
comments received from NCDENR on January 22, 2015. This is what we understand to be
the necessary responses for you to evaluate and to hopefully issue the wetland permit based
on the information herein and previously submitted.
1) Please submit a plan view showing what is proposed to be built on the entire lot, including the
proposed crossing. The Corps can only permit single and complete projects based on the
project's purpose and need, and based on your submitted information the road and crossing
do not have a terminus or serve any particular project. Keep in mind that you can submit a
conceptual plan if design is not completed yet. However, the plan should clearly show the
boundaries of waters of the US and demonstrate that the single and complete project does not
directly or indirectly impact additional areas of water of the US.
Applicant and ECS response: Please see attachments provided by Triad Design
Group labeled MC 101 showing the Lot 1 Proposed Building. Zone 1 and 2 of the
stream buffers are shown. If the revised drawing(s) are not clear enough to show the
details requested - please let us know and we can have the drawing re- worked. The
area in the interior of Lot 1 as indicated has been previously cleared and graded. The
3820 Faber Place Dr., Suite 500, North Charleston, SC 29405 • T: 843 - 654 -4448 • F: 843 - 884 -7990
ECS Carolinas, LLP • ECS Florida, LLC • ECS Midwest, LLC • ECS Mid - Atlantic, LLC • ECS Southeast, LLC • ECS Texas, LLP

Section 404 Permit Response /Additional Info
Greensboro, Guilford County, North Carolina
USACE Action ID: SAW- 2013 - 002235
existing natural areas, with the exception of the road crossing are to remain
undisturbed.
2) The plan view of the proposed crossing is difficult to read. Please resubmit this drawing to
show the culvert structure, roadway, jurisdictional features (stream and wetland), and
proposed areas of impacts more clearly (perhaps by removing layers that are not necessary to
show the proposed project impacts ?).
Applicant and ECS response: Please see attachments provided by Triad Design Group. If the
revised drawing(s) are not clear enough to show the details requested - please let us know
and we can have the drawing re- worked.
3) Will any additional utility impacts be required for this lot, or are they included in the roadway fill
or impacts avoided via aerial crossings or directional drill techniques?
Applicant and ECS response: Please see attachments provided by Triad Design Group
labeled MC 101 showing the Lot 1 Proposed Building. A water line and other utility crossings
for this project are to be located within the roadway with the exception of the sanitary sewer
main extension to the west which will be installed by directional bore as designed by the
engineer.
4) The development of Lot 1 appears to part of a larger McConnell Center Drive
industrial /commercial park. Are any other impacts to waters of the US proposed or required
for the development /build -out of the industrial /commercial park as a whole? If so, please
include them all in the same PCN to avoid "piece- mealing" the project. Note that the Corps
will consider any additional impact to waters of the US within this industrial /commercial park to
be part of the same single and complete project with respect to Nationwide Permit and
compensatory mitigation thresholds.
Applicant and ECS response: Please see attachments provided by Triad Design Group
labeled MC 101 showing the Lot 1 Proposed Building. The project is not intended to have any
future impacts to waters of the U.S. No known prior impacts to the site have been observed
by the design engineer, applicant or ECS. The area in the interior of Lot 1 as indicated has
been previously cleared and graded. The existing natural areas, with the exception of the road
crossing are to remain undisturbed.
Per NCDENR comments from the letter dated January 22, 2015, these are addressed above,
except for items 7 and 8, which are addressed by drawings submitted by the attached figures
from Triad Design Group (MC1 SS -1 and MC1 SS -2). These drawings address the question
of the stream crossing work being done in the dry and the culvert installation and use of rip -
rap pads at culvert outlets.
2

Section 404 Permit Response /Additional Info
Greensboro, Guilford County, North Carolina
USACE Action ID: SAW -2013- 002235
If you have any questions please contact Eric J. McClanahan at (843) 696 -9865 or
emcclanahan @ecslimited.com.
ECS Carolinas, LLP
Eric J. McClanahan, PWS
Senior Environmental Scientist
Attachments
Revised Drawings
MC 101
MC1 SS -1 and MC1 SS -2
3
Justin A.. Roth, CHMM
Environmental Services Manager/
Principal Scientist

I. KEEP CLEARING AND EXCAVATION OF STREAM BANKS AND BED TO A MINIMUM.
2. COTCT O N ARE1NO AAUDONT EOFAC TRON NSRU A TO PUMP
BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN
STREAM LIMITS.
3 INSTALL UPSTREAM COFFER DAM. CONSTRUCT DAMS WITH CLASS B STONE
AND POLYETHYLENE FABRIC. COVER PIPE INLET WITH FABRIC AND SAND BAGS
4. INSTALL DOWNSTREAM COFFER DAM TO PREVENT BACK FLOW INTO CONSTRUCTION AREA.
5. INSTALL TEMPORARY SILT FENCE AND SILT FENCE STONE OUTLETS ALONG TOP OF
BANK ON EACH SIDE OF THE CONSTRUCTION AREA PER PLANS.
6. INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER CONSTRUCTION
AREA BETWEEN COFFER DAMS USING THE BASIN OR SILT BAG
7. INSTALL PIPE PER PLANS AND CONSTRUCT ENERGY DISSIPATOR
& UPON COMPLETION OF CONSTRUCTION, REMOVE COFFER DAMS.
9. CONSTRUCT RETAINING WALLS AND FILL FOR DRIVEWAY.
710 10 +00 11 +00
SCALE: 1"--40`(H), P--4' (V)
PLACE RIP -RAP AROUND
PIPE AS DIRECTED BY
THE ENGINEER —­_ ___o
L
f=?
SEE SCHEDULE FOR
WxL SIZE
i- 2/1 SLOPE
FILTER FABRIC
NCOOT TYPE 2
TYPE 2 PIPE OUTLET EROSION CONTROL DEVICE
(CHANNEL)
PIPE OUTLET CONTROL DEVICE SCHEDULE
STRUCTURE TYPE 'W' 'L' d max. d 50 d min. 'T' 'Q' 'V'
* 66" RCP 1 2 23' 44' 11" 10" 5" 26" 212 11.4
• NOTE - ENERGY OISSIPATOR FOR 66" RCP SHALL CONI =ORM TO EXISTING CHANNEL.
�. Fess /o.,
.
• a
•
�'•q�CAN N ••'•
00006444%,
- is
McConnell Lot 1
4743 McConnell Center Drive
Gilmer Township, Guilford County
Greensboro, North Carolina
PERMANENT STREAM
AND WETLAND IMPACT SS-2

� _�_ �: 1 1 1 1 I► ' 1 ` 1 1 I 1� � 1 �
III I I� I I Q
gc, 304 Rp
5R 3046
SR 3000 SOX RD
LIMITS OF D15TUR5ANCE ' 'i i' MCCONNELL RD MCCONNELL RD 3142
COFFERDAM
(CLASS S RIPRAP i JANET LN zv -85 SR I -85
1 1 WITH 8 MIL 3183
1 i I 1'
-- � � 1 i I'. � � � � POLYETHYLENE
FABRIC ON FACE) 5R 3 pER�N p
TEMP. SILT FENCE �r o '
b �; O IF1G , \ \\ i 1'. SEE DET. G /C23 ��,' ��� � nj�ryMEDCGEUIOOD DR Z s ��� �ti� z
C 1 Qi�% COQ" ARSOU DR
P TEMP. ROCK CHECK DAM, ��� �� I s� m
SEE DET. F /C23 ! , / SHARPE Ro sR 3033
\ \ I
694.2
Ii i I
CHIPPENDALE TL FARLow DR
SR 3151
TLE
VICINITY MAP / 1
SCALE i° 2000'
..
North
WAA WETLAND
• • • • ♦ TOTAL AREA = 1001 SF (0.023 AC)
•��``` �`` �,;` �� �J , J ;,\ k PERMANENT IMPACT = 164 SF (0018 AC)
CONSTRUCTION IN EXISTING STREAM
1. KEEP CLEARING AND EXCAVATION OF STREAM BANKS AND BED TO A MINIMUM.
Z CONSTRUCT DAMS WITH CLASS B STONE AND POLYEHTYLENE FABRIC AND PUMP WATER
END WALL
P- RM�AI`1ENT AROUND CONSTRUCTION AREA. PUMPS MUST BE MONITORED AND REMAIN RUNNING AT ALL
` -� TIMES UNTIL CONSTRUCTION IS COMPLETE.
- _ - - - - -5 REAM -
- -- - IMPA6,\T ''140 LF
10 L-P7'i RC `` ; o� - ;�_+ �_ J. APPROPRIATELY STABILIZE DISTURBED STREAM BANKS WITH SEEDING, EXCELSIOR
MATTING, RIPRAP, OR OTHER APPROVED METHOD.
4. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER WITH RIPRAP OR OTHER
SUITABLE MEANS.
TY LINE/
5. INSTALL PIPE AND CONSTRUCT PROPOSED ROAD IN ACCORDANCE WITH THE PLANS.
6. UPON COMPLETION, RESTORE DISTURBED AREAS OF THE STREAM CHANNEL TO ITS
ORIGINAL CROSS- SECTION. SMOOTH AND PERMANENTLY STABILIZE ALL DISTURBED AREAS
I APPROPRIATELY.
was . ��
Nj,'DOT 8 ,3821 O
— — END WALL `�
INV.68935
ENERGATOR McCONNELL CENTER LOT 1
DISSIP
N ca
�o. 1 44` LONG i ' •• "q !i •• 4743 McCONNELL CENTER DRIVE
23' WIDE :I= UTURE. WATER -LINE ._ ;' : •• E S s ;' �.9'
CLI RIPRAP STONE SILT ; ;aN -DRIVE -FILL ;� °•' GILMER TOWNSHIP, GUILFORD COUNTY
35 et ux FUTU SAN. OUTLET ,1 1 ?' = :a % GREENSBORO, NORTH CAROLINA
SEWER LINE
TO BE INSTALLED \ PERMANENT STREAM
BY BORE AND JACK 1 COFFERDAM %�c
1 WITH (CLASS MI RIPRAP %,4LAN \A
GRAPHIC SCALE POLYETHYLENE AND WETLAND IMPACT
1 ' FABRIC ON FACE) JANUARY 23, 2015
40 m to 40 w 160
�'• STREAM BUFFER IMPACTS
' 722.9 ZONE 1 - 0.16 AC. S S�i
a a ZONE 2 = 0.11 AC.
IN FEET ZONE 3 = 031 AC.

0
•J
C
0
0
1
TREE PRESERVATION NOTES
I. ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO LAND DISTURBANCE,
INCLUDING THE CUTTING OF ANY TREES. A PENALTY OF $500 PER DAY FOR FAILURE
TO INSTALL APPROVED TREE PROTECTION MEASURES MAY APPLY.
2. CONTACT THE URBAN FORESTER AT 313 -2150 TO SET UP A PRE- CONSTRUCTION
MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING SHALL BE
INSTALLED PRIOR TO THE PRE - CONSTRUCTION MEETING.
3- NO GRADING IS TO OCCUR IN THE TREE CONSERVATION AREAS OR TREE CRITICAL
ROOT ZONES.
PREVIOUSLY APPROVED 9 -28 -06
TREE CONSERVATION DATA
PLAN 02005-1314 AND 5 -20 -08
REQUIRED TREE CONSERVATION AREAS
Within required planting yards 289,910 SF
Within 25 feet of side and rear property lines 191,015 SF
2
3
CI
PROPERTY LINE/
5
6
M
Q� SCE -TOOL
a n�� SR 3046
McCONNELL RD I
JANET LN zC
5R 340 PERTN -40
AO
DCsEU100D DR z
E
MCCONNELL RD
1 -85 -
3163
KNOX RD
SR 3142
1 -85
PROPOSED TREE CONSERVATION AREAS _
I. Propart east of Hooting Hollow Road (Lot 838 00 SF w 5TAT _ 331 p L
g 7 / _ _ I_ RD SR 303
>;p pUSL IG R/t� �8- - - _ - B 702 FIRE T1?d1CK ! I 3
2. Area along southern boarder (Lot 6) 36,500 OF r INTER 0 > N ' / TURN AROUND
'III I ENDALE TL FARLOW DR
3. Area along western boarder (Lot 1) 38650 SF
s CHIPP
1 / :III
X WIRE FENCE L I I/ / S R 3157
4. South stream buffer areas (Lot 1) 180,'184 SF 7? 4 80 - 1 "- - _ I t 6
TOTAL 294,434 OF \--' - - --= -�-_ -_ _-- - - - - -- - - --1 -------- _ -,*,-
Less --- - - - - -- — - - - -- -- - -- C
Required TCA 289,910 SF - ____ -- __ -- - \ - -- - - -- -=z1 i , h�\`, I'✓-• M Lp•F'v11T• 'ps, \ VICINITY MAP ��
/ ----------- - - - --- _..�. r - _---- _--- _--- az_--- - - - - -_ - -T -- I III `\ '4`, N ' �, II 1
Excess TCA X24 SF _ _____ - --- __ ----' __ -- - - \ __ .�_�: __: J ► 1 I SC,4LE 1 = 2000 e�
' ?4 - -- - /____ - - - -- }.04t:. - '...1` _ - 1-- - -I-- \\,\ * \\ ate•) �' 1
mss•
—_ - __ --_ — - - - - - - - - - - - - - - --
LEGEND
I I \ 1 I_ III I I .:I I I •\ \ III I I
32'
- EXo LISTIN1
G
LE EN
D
X
NEW
7 11
---- - - - - -- 7
— - - - - - -- _ -- SPACES =BUILDIN �� 120 BITUMINOUS PAVINKIN G
R OPO SEDPAR SIDEWALK TYP.
ACCESSIBLE
CONC. SLAB OR PAVING
12Q • I „ 1 i (CROSS SLOPE
-- - - - -- I o
:
;
0
I 2% T ENTRANCE/EXIT T - - - -100 -- - - CONTOUR ELEVATION told
� � ENTRAN
SPOT ELEVATION * bold
\ 8" S 8" so
,
,
D STORM DRAIN LINE
--7!✓ 1 \ I ( I I 1 I : I'. 'pS, i 12 .139' �-x-1 — 0
14 . STORM DRAIN INLET
2 N 0 STORM DR41N MANHOLE
L A ; \ > I •1 I I� ` \ VAN ACCESS HEADWALL OR ENDWALL --C
H/C SIGN
�"` —ss— — SANITARY SEWER LINE Se
% H/C ACCESSIBLE — --�- — SANITARY MANHOLE •
�'• 1 I 6, I ; ' r, 5m' D1 -ItdE I �-a ENTRANCE/EXIT
\. _ - — — o CLEAN out CO
�1=NTF ' DON CHN►E 1�`�' I ` LUSH H/G SIGN
wooD FENCE ■—
�\` ° ( / I 1; I I 16` ITH T ca 1
% LOT 1 1 ' I ,, I _
\` 0 \ CHAIN LINK FENCE X
% \ I / �0'. 1:20' II 0 i,,•
��, \ I IZQN I 1 I -' 0 -�\ -+ TREE LINE
\;; • \ :,�, ,\, ' , � ' •',
• \ `� � \\,,, • --------- - -• - -- \ - - - - - -- \
I I Q r NDi5X3
19 4747 McCONNELL CENTER D
R IVE
SILT FE
NCE PROPOSED BUILDING,,
OUdER AIROC McCONNELL, LLC x � CONC. CUB ` \ � "'---- ----- SEARS M c CON NELL CENTS R , LLC 4 GU
TTER
---- - - - -•' 72 4 ----- - -• - -- - - - - - - -- 2 SI
WATER MAIN W
I ZONE ZON 1 CE66 AD/
._ -.126 \\ I I y IUNDIS I ( S ¢ N\ UL RO -T - - -- TELEPHONE CONDUIT T
TCA PER : �`; . G' I 1 - - - - - -
PRELIMINARY PLAT ',1%\,, \ \ I I G
(COG x'2001 -2295) �� • ��`' \ I I I ( / I *4 Rg, $, - - -- - - -- GAS LINE Cs
\ \ L >� ,�, E ELECTRICAL CONDUIT E
APPROVED 5 -20 -08 \ ., ,
38;650 SF :�'•'. ` -- - -- -
. FIRE HYDRANT V'
GATE VALVE ►�
- - - - - - \`1 \ POST INDICATOR VALVE
> ' I THRUST BLOCK Q
I i
%
I I : ' �; e o
I PROPOSED LOT 2 AND PIPE BOLLARD
LIGHT POLE 00
MCCONNELL CENTER DRIVE CDL) TELEPHONE OR UTILITY POLE Coo,
°�� \ :,' • \`` \ > ?¢ _ PROPERTY / ROW LINE
(COG #2007 0686)
�' ' G p�CK EASEMENT LINE
% �Y °;:' , \ LOAD N �I I , I I
I I I 'i I $• H /C ACCESSIBLE ♦ — ♦ — SOIL CLASSIFICATION
E N TRANCE/EXIT Q IRON PIN OR PROPERTY CORNER
- - - - - -.
.. _ _ \ I I I 6, CONC. NOT AN ❑■ TONE MARKER OR PROPERTY CORNER
I�, I: I ,
1'i 1 � C. ACCESSIBI S
1 I: 5' 8L ISE 1 I i SIDEWALK, TYP. EXIT
(CROSS SLOPE BUILDING SETBACK LINE - - - - - --
\''.' NOT TO EXCEED
�• I, \ 72 a� 1 I t I I I ' AR OND ti' 29,) CON(. SIDEWALK
-- - - -� 1 5' BL r ' I I I E OvER 4 15p I 1?
PIERRE A, GORIA d CAROLYN E. CsORIA 1 •.• I h 6,11 SWALE
(SLADT'S M. SEARS \ 1 ` 1 II 1 "1 1 C I I 1 241 408' mac $
DO 6649 PCs 17.6.6 1;: ,\' �' , I I : +; 1: I I I ; EXISTING -. Do�pQ� RIPRAP
\ . I II ( d , .1;1`, 1 ,; I WET DETENTION 1 _
TRACT I I':' I I I: I ROCK CHECK DAM
1 I I I I' POND No. 1 1 16
I _
ONING CO-RS-12 _ _ - - - �l\ II 1 I i
Z CD RS 12 - I I'•• -. -- -_ -- I WER ` 1' I � ; I P 333)
I' 2 S I I I 1
TEMPORARY Y I
D VERSION DIKE
EA MENIf 1 I I I I ,I 138'
,.......................... EROSION CONTROL MAT
I' - - _ _ _ 7/ CANOPY TREE
1'
I
I
I
'I_
- _ I'
,
0
- - - - -- 'PROPOSED
� ` � � ' ', I + � I ,' 1�+ C: 'W A 7. � • � �
1 ^� WET' DETENTION / �I (' L37t , 11 : _ ,it R 7g:
I � ... SITE DATA
� T ',A 1001 SF 10.023 AC) � �; - ACCESSIBLE
O►1D No. I I # 't I `iXMPACT = '164 SF (0.018 AC) 8 ROUTE To
-1 .0) / I I ' 11 ' ` X120'1 PUBLIC WAY 1. PROPERTY OWNER
704 \ / I I �: I \ �'• \ CURB CUT, AIROG MCCONNELL, LLC
/ , I i', I'• �.;; , , ; 1 SIDEWALK FLUSH SEARS McCONNELL CENTER, LLC
PAVEMENT
s
I� MCLEANSVILL NORTH CAROLINA 2'1301
1
-r ' �as�
WITH \ \ P.O. BOX 39
2. DEVELOPER
�` s,� !Ci I ;;�' >\ " >� 6i �' ¢�m� \ \ _� ...•.---"� WINDSOR COMMERCIAL
_ 5603 NEW GARDEN VILLAGE
Ni. �
CONTACT - `'��I•,S - '� 1�4 \ -_ ��. - -�-r _ - - GREENSBORO, NORTH
ORT CAROLINA
-_ - - -- _ _ - -- � b -•}'' ` -' 9, � ' � -_ % �/ � \` ¢ BUDDY SEYMOUR 336 -282 -252
-3535
3. REFERENCES
O.B. "1593 FIG. 2011
4. ADDRESS
- -- ; _ ` --� ------------------ TM
_ _ _ PERMANENT ;1,� ; ` '' ' t'• 0 4143 McCONNELL CENTER DRIVE
STREAM:
JEFFERSON TOWNSHIP, GUILFORD COUNTY
IMPACT, "= 140 F :I 1 ' ; ; .r, P '� 1 \ GREENSBORO, NORTH CAROLINA
2 0' 5. PARCEL No. 0084310
ACL 4- 211- 402N -1
\ / __ _� ' ,..,,_�' -' ,',; •;; _ _ - I PIN 1894202233
�; - \� > Y �� ; ; , : 6. ZONING DISTRICT
CD -LI - LIGHT INDUSTRIAL (CASE "3481)
AR F6U '1 4i ♦ \ _ _ J j I. PROPOSED USE
X839,80 .6 _ -;; I I'
�_.- ; � � �. NOT DETERMINED
/ �Q �� \ f4 : " 1 $71Na 1,702,66 36' •.- -� G���� _
J ��' \ 2(D A"1 ,X66 . • . • . ; j� I 8. LOT SIZE - 14311 ACRES
STREAM f �� \ - �� �3� ��� \ ; -, --'.7j \ Cj `I `� IG R� (FU7URE) ��`� PROPOSED AREA = 000 ACRES 10009•)
j t' I �.. BBL SED BU L UPON AREA 0.00 ACRES (0.00%)
FUIU� BUILT UPON = 626 ACRES (43.14%)
TOTAL BUILT UPON = 626 ACRES (43.14%)
�• -' J ' `I 1 / 11 r�, DISTURBED AREA = 1154 ACRES (80.649.)
/ I UNDISTURBED AREA = 2.11 ACRES (1936%.)
` VERNELL STALLINCsS et ux ) N / ,Y • \; ' r C9_
DB 3011 PG 984 n r"� :l 1 �, 7 �r��
2lp'' UTILITY 1=SMT- T I
1 /� \\ XCLUSIVE TO THE
im (( I
\. \ OF GREENSBORO
s� I ` \ I
\�' V I \
/ I \ NOTES
/ \
1
\ \ \ . GEOMETRIb. AND TOPOG1Z4Pt-lIC DATA FROM SURVEY BY BORUM, WADE AND ASSOCIATES,
621 EUGENE COURT, GREENSBORO, NO 21401 DATED AUGUST 8, 2001
4746 'R1cCONNEL� CENTER DRIVE
\ \ „ o �. THIS SITE IS LOCATED IN ZONE X PER F.I.RM. COMMUNITY PANEL 3110189400 J, EFFECTIVE
�� DATE JUNE 18,2001. AND 3110189300 J, EFFECTIVE DATE JUNE 18, 2001 tHE SITE IS
\ s �• \' ; �o +\ 'LOCATED APPROXIMATELY 1,500' FROM THE NEAREST 100 YEAR FLOODWAY.
\ 3. THE PROPERTY IS LOCATED IN THE LAKE MACINTOSH WATERSHED (LITTLE ALAMANCE CREEK) (WS
IV)
ZONING CONDITIONS
\ \ \' \
\
ZONING CONDITIONS - LOT I, 2, 5 -8
E ` \', \• . `�� '•� \\ 1. All use permitted in the Corporate Park District will be permitted except the following
sort' uses and structures recycling collections point
\ \ ''�'• �'' \ Other uses automobile parking, cristmas tree sales, temporar construction offices,
\•�,\ ', \ construction equipment storage, real estate sates or rental offices (the foregoing will be
permitted with concurrent building permit for ppermanent building)
Temporary events, including but limited to arts and crafts shows, carnivals and fairs, concerts,
��•
stage shows, conventions, trade shows, outdoor religious events
Ocher accessory uses and structures Junked motor vehicles, transportation
�'• Warehouse and utilities land clearing and inert debris landfills, minor
\ 2. Any outside storage shall be screened from view from any public roads or residential areas.
RODNEY L. STERZBACP t WIFE, \ I 3. That within 800 feet from the southern margin of Interstate 40/85, all of the requirements of the
Scenic Corridor Overlay district II shall be met.
EYELYN C. 6TERZBACI -1 , 4. There will be no connector road between Land Road and Southall Road.
DB 2329 PG 316
PO 40 PCs 7F✓ \ 5. There will be no access to Land Road from the CO -LI District.
1
6. A landscaped, planted berm, having an average height of five feet (5') will be incorporated into the
planting yard along Land Road.
1. At the and of Southall Road there will be a natural and undisturbed buffer, except for installation of
Outilities, approximately 300 feet (3009 wide, starting at the proerty line at Southall and Castilian Way
S to the creek and 100 feet (100') on the other side of the creek p
S. The property owner will cause the existing billboard to be removed without cost to the City prior to
SEEALSO the granting of a certificate of occupancy for the first building on the property.
GRAPHIC SCALE
PRELIMINARY PLAT m 200
(COG #2007 -2295)
IN FEET
I inch = 50 ft.
1 2 3 4 5
6
L
0
Q!
h
0
10;70,
triaddesignaroup
Architecture I Engineering IInterior Design
Triad Design Group, P.C.
4807 -C Koger Boulevard
Greensboro, NC 27407
Telephone 336 - 218 -8282
Facsimile 336- 218 -8010
www.triad- designgroup.com
NC Architecture Reg. 50709
NC Engineering Lic. C -1108
WINDSOR
COMMERCIAL
\�\\1111111
SEAL
CAR ,
i 9.9 4 \
1IM10
`l-i�W CAR6, ••
4.
O O •
o �
4 •
r;
•• �� .G 1 N N;"�`.�
•, C .••
• *, tAN
JANUARY 22, 2015
PROFESSIONAL OF RECORD:
L. ALLAN HILL, P.E.
o CJ 1
c
V � Q
o V 3
Mk Date Description
Revisions
CONCEPTUAL
SITE PLAN
Vat-,: MAY , 2014
Drawn: F05 Chcck: LAH
Job Numlxr: 15-0014
Shcot:
C1 11

N 't
(Y 5G41001 -p
46
0 6R 3@ fWOX
5R 3 0,z>@
i" fCCONNELL
LIMITS OF D I StUR13ANGE i s t l MCCONNELL RD RD
s ; -- I ►; t' COFFERDAM
J , I (CLASS 8 RIPRAP ' ' l JANET LN
y; i 4 WITH 6 MIL t 'ti i z 1
a 8 efz 3183
I y POLYETHYLENE l
FABRIC ON FACE)
!o �!O IFIC� IIii MCro95.0 1'. i TEMP. SILT FENCE, 'rr >� Jr l �o
+I v': i i SEE DET. Cs /C23 �i JJ ��� \ ¢M�DewooD DR SP3� GyGs
TEMP. ROCK CHECK DAM, jt 1 I you OR easy fn
SEE DET. F/C23 % tr 1f I / SHARP>= RD 5R
1 \ \ \ 3�( &e4.2
41 1
CHIPPENDALE TL FARLOW Did
\�\ , �TO\� '
VICINITY MAC' p'-1q
SGALE P - 2000' 1,
WETLAND
�: `. • �: • p� \ e TOTAL AREA = 1001 SF (0,023 AC)
�``�` ' �; ` \ . �' • '', �;'. .� , ` PERMANENT IMPACT = 164 SF (0.015 AC)
�\`: ``.\ �,r�'; .` ``� '�• ,` %J \,' J. _ , CONSTRUCTION IN EXISTING STREAM
1. KEEP CLEARING AND EXCAVATION OF STREAM BANKS AND BED TO A MINIMUM.
-�65 ?� \ �. 2. CONSTRUCT DAMS WITH CLASS B STONE AND POL YEHTYLENE FABRIC AND PUMP WATER
c9 - -_ -- - -- P- RM;Ai�IENt AROUND CONSTRUCTION AREA. PUMPS MUST BE MONITORED AND REMAIN RUNNING AT AL!
END WALL p `9'_:I';fi m - - - -__ -; _ STREAM TIMES UNTIL CONSTRUCTION IS COMPLETE.
°900 "�`�`,` } �'` IMPZS,T '- 140 LF 3. APPROPRIATELY STABILIZE DISTURBED STREAM BANKS WITH SEEDING, EXCELSIOR
MATTING, RIPRAP, OR OTHER APPROVED METHOD.
_�--- 4. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER WITH RIPRAP OR OTHER
"ti:� "� `� '' SUITABLE MEANS.
TY L IN / 5. INSTALL PIPE AND CONSTRUCT PROPOSED ROAD IN ACCORDANCE WITH THE PLANS.
6. UPON COMPLETION, RESTORE DISTURBED AREAS OF THE STREAM CHANNEL TO ITS
JJ— l- '__..1 `� ORIGINAL CROSS - SECTION. SMOOTH AND PERMANENTLY STABILIZE ALL DISTURBED AREAS
-son _ APPROPRIA TEL Y.
NDOT A,352,71' p
— -- END WALL
ENERGY •• 1. ... ��� d��� '/
DISSIPATOR McCONNELL CENTER LOT
44' LONCx ��� CARpI/ 4743 McCONNELL CENTER DRIVE
23' WIDE % :FUTURE WATER LINE .•'' a's's, •.� ;
CL1 RIPRAP STONE SILT 1 i - 1JN-bRIVE•FILL. :� °'9 _ GILMER TOWNSHIP, GUILFORD COUNTY
FENCE OUT LEt
s et • I % l {� � \ -
••� ��,NE� ;,;_ GREENSBORO, NORTH CAROLINA ux FUTURE SAN, {SEWER LINE
To 15E INSTALLED = PERMANENT STREAM
(CLASS B RIPRAP B B RE D ACK
;�,9�• ....• ��.•;
t l \ \ WITH & MIL LAN �.••'
RAPHIC 5C AL i ` POLYETHYLENE AND WETLAND IMPACT
,` \ \ FABRIC ON FACE) JANUARY 23, 2015
40 0 10 12 80 • `S60 \
STREAM SUFFER IMPACTS
722.9 ZONE 1 _ 0,16 AC. ,s S�i
ZONE 2 - 0.11 AC.
IN rEEt •. 1 �\ ` ZONE 3 - 031 AC.