NCC233009_Site Plan or Location Map_20231026

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CONSTRUCTION SEQUENCE: MAINTENANCE PLAN: .. 7 r v
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FIRESTATIO BEGINNING OF GREENWAY MAIN TRAIL A. 0 90 o
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NORTH CAROLINA DEPARTMENT OF 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY SEVEN OAKS NEIGHBORHOOD L { v.'xuw `� ry OQCO
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ENVIRONMENTAL QUALITY(NCDEQ). RUNOFF-PRODUCING RAINFALL,BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE #�+�-- AT ROCKY RIVER ROAD .4 i E M co
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGN. T- •O* �w 111 E Z ry
2 SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF NCDEQ TO DISCUSS / ( ♦ , U ON
EROSION CONTROL MEASURES.FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING 2. SEDIMENT WILL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAPS WHEN STORAGE CAPACITY HAS BEEN //�� /ff\ J V 8 U,Z rp,
ACTIVITY IS A VIOLATION OF NORTH CAROLINA RULES GOVERNING SEDIMENTATION CONTROL. APPROXIMATELY 5096FILLED.GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS �1 \ / t "lid
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PROPERLY ( Y$ F O•«d O
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MEASURER AS SHOWN ON PLANS,CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. � • � Imo" I � Y O
INSTALL / / SHEETC4.1 '=i��� •��' � y R..areF»Kop..NW.r "��3�
4. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAINABARRIER.THE ENGINEER MAY DIRECT THAT
4. CALL FOR ON SITE INSPECTION BY NCDEQ INSPECTOR.WHEN APPROVED,INSPECTOR ISSUES THE GRADING PERMIT --'\ BUCKLEIGH
AND CLEARING AND GRUBBING MAY BEGIN. ADDITIONAL SILT FENCING OR EROSION CONTROL MATTING BE INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE. ,, �� ��jV f MelR Troll CenterllnB Waa3
5. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS INCLUDED IN \� \ ,, AlIG BIRHOOI" + p oyP �,,y`v m N V�'
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND THESE PLANS UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN WRITING. \ I.� \' �� *PP' �1,\\ _ I � ( ~B�r ` v C
STRUCTURES. • [��\i .� \ ,' �,1" .1 L'.O
S FOR PHASED EROSIONCONTROLPLANS,CONTRACTORSHALLMEET WITH NCDEQ EROSIONCONTROLINSPECTOR 8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONCE THE ENTIRE SITE IS STABILIZED. ' /�I.��' I,I -; • ` �. �- V ad
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PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. ]. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MAINTENANCE:ROBERT BILLINGS ''I t `" '.-. -�1,111," • C
7.1. PHONE:704-572]813 •10 ��� /� .44 ot�• I 11115611-fit sie 00 �-"'1/11, �4�N t•.,, S
T. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE 7.2. EMAIL:Robed.B'II'ngsGmecklenburgc0unlync.gov ,,' ' EEDI 8 ` •• '," Ir •� w.� E
8. COORDINATE WITH NCOEO EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES • I' 0.D \. j al B'• /on / } C
9. ALL EROSION CONTROL MEASURES SHALL BECONSTRUCTEDINACCORDANCEWITHTHENCEROSIONANDSEDIMENT coMUN SHEETC4.2 )4 ----L` I 4.11:11011111.101.11111111101
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1ENHANCED EROSION CONTROL MEASURES(MECKLENBURG COUNTY) '��� Ss #I S'"�111 d
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ARE REQUIRED TO BE INSTALLED IN THE GOOSE CREEK WATERSHED AREA MCDOWELL WATERSHED AREA,CRITICAL AND PROTECTED WATERSHED DISTRICTS FOR LAKE NORMAN,MT.ISLAND,AND LAKE WYLIE,AND 303(0)LISTED / ' . . ♦ ?per
STREAMS INCLUDING AND WITHIN 500'OF THE STREAM MCDOWELL CREEK ROCKY RIVER CLARKE CREEK LONG CREEK IRWIN CREEK SUGAR CREEK LITTLE SUGAR CREEK MCALPINE CREEK MCKEE CREEK SIXMILE CREEK
NORTH FORK CROOKED CREEK AND GOOSE CREEK). ( •' 4 • ✓ " 0 .� , ` " `q T`
1. SURFACE WATER DRAW DOWN DEVICES(RISERS OR SKIMMERS)SHALL BE INSTALLED IN ALL SEDIMENT BASINS.FOREBAYS SHALL BE USED IN CONJUNCTION WITH ALL SEDIMENT BASINS.ROCK FOREBAY EMBANKMENTS MAY ,11'' SHEETC4.3 �/• s �/ \ LD it,
� 4r..�,I`♦ Vicinity
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BE USED IN LIEU OF POROUS BAFFLES. ° ••�FIELD _3111, • I' yIcI11I E.V Map-N.T.S.
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2. WATER.PAM
SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS WHENEVER A SEDIMENT TRAP,BASIN,PIT,HOLE,OR BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT LADEN C i•°,j•'., #.t /� i 1 4 ` IP / 1
WATER.PAM IS NOT REQUIRED WHEN ANY OF THE ABOVE IS BEING PUMPED TO AN APPROVED SEDIMENT BASIN ON SITE.THIS ACTIVITY MUST BE INSPECTED AND APPROVED BY THE MECKLENBURG COUNTY EROSION
CONTROL INSPECTOR. W � P.Y1J25-F00) ,I', ,, ;v �, Seals:
3. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS,STREAMS,LAKES OR OTHER SURFACE WATER BODIES AS WELL AS ADJACENT TO ALL BW.I.M.OR OTHER WATER QUALITY BUFFERS.HIGH HAZARD SILT FENCE WITH V d,s• • I 41006--
WIRE BACKING AND WASHED STONE WILL BE INSTALLED AS DETERMINED NECESSARY BY THE COUNTY ENGINEER OR FIELD INSPECTOR. / 3 ♦ I} - / _`
d. THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO MORE THAN 20 ACRES,UNLESS APPROVED BY THE COUNTY ENGINEERING. SHEET C4.4 .4J• ` REEDY CREEK PARK /I)I/'I EXISTING SASSAFRASS / / / 0
5. A 10-FOOT UNDISTURBED SUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF DRAINAGE FEATURES SUCH AS INTERMITTENT AND PERENNIAL STREAMS,PONDS,AND WETLANDS.INCIDENTAL DRAINAGE / \ • `'-- .1 CREEK CENTERLINE / PRE
LIMINARY
IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN THE BUFFER AS APPROVED BY COUNTY STAFF. BEGINNING OF GRIER CONNECTOR j •- �- �^ lI / V® FOR
8. INSTALLATION OF TEMPORARY GROUND COVER OR SEEDING MUST BE PERFORMED WITHIN FIVE(5)WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UPTO HEIGHT. AT GRIER ROAD ti • YY
]. PERMANENT TERRACES SHALL BE NSTALLEDON2.1OR STEEPER SLOPES OVER IS FEET IN HEIGHT TO REDUCE RUNOFF VELOCITY COMING DOWN THE SLOPES. T \-\ / � CONSTRUCTION
GRIER ACADEMY B 5*. ' `1 \ J// • T' G/
GROUND STABILIZATION REQUIREMENTS (ELEMENTARY) ,� %° EXISTING \ V r EXISTING REEDY CREEK
•. V // PARK BOUNDARY
PURSUANT TONCDWOGENERAL STORMWATER PERMIT NCG-010000 FOR CONSTRUCTION ACTIVITIES- // ) - , Corp. 0 license:F-1320
A. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE SHEET C45 •i PARKING �\ I P
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FOLLOWING SCHEDULE(PER THE CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000: // /I/ / l\1 • EXISTING
A.A. ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL 01)SHALL BE PROVIDED TEMPORARY OR -. x0� i • �• / / I 1 \ r\III' HOOD CREEK
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN]CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. . .• .0 CENTERLINE
• •* KINGFISHER PLAYGROUND 1(•
A.B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN w k • �� POND ( I I
14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY •< •• SHEET C4.I7 3uDER' . I g i \ i. 111 VI
A.C. CONDITIONS-IN MEETING THE STABILIZATION REQUIREMENTS ABOVE,THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY: ii-5+00 I� \,rXF •' / O
OFT
A.D. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE • /• / �, •• \\ DVCV `�/ ( �vp \`'^-; \ /f//'////
IMPRACTICABLE 1 •00 •
A.E. ALL SLOPES SO IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN]DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:I.SLOPES LESS THAN SO'SHALL '• °�°ra�,� SHEET C4.6 k ' 1 -� r�r� yR EXISTING PROPERTY OWNED \ ('
APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:t THE]DAY REQUIREMENT APPLIES. CATO MIDDLE \�. 8 \ Lr)
�,,J . BY MECKLENBURG COUNTY
A.F. ANY SLOPED AREA FLATTER THAN 4:I SHALL BE EXEMPT FROM THE]DAY GROUND COVER REQUIREMENT. COLLEGE HIGH •' `irr•r� v l \DIIAGONFLY� g ' „(TYP(
5 I :;.'N , POND \ I .:.
SCHOOL SHEET C4.18 .5 r \ �c�y / (/ �`� cv
A.G. SLOPES 10 OR LESS IN LENGTH SHALL BE EXEMPT FROM THE]DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 21 j _ • • "*' I
A.H. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER OTHER METHODS SUCH AS CHEMICAL STABILIZATION MAY BE ALLOWED ON A CASE-BY-CASE BASIS. . ° ° • `\•• 1 / _ 1ef. I EXISTING NATURAL I` \\ 00
UNPAVED WALKING TRAIL
I T -°'£,;1 SHEET C4.7 s TVA. \� �1'
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FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSIONDEFINED"HIGH QUALITY WATER ZONE"(15A NCAC04k0105)STABILIZATION WITH GROUND CPCCE X•°° •-----'i S // ( I (a
COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN]CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACT. NORTHEAST I 1 m.� SHEET C4.8 ,�, / 1L // cc c
A.J. PORTIONS OF SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION MAY BE CAMPUS ` f • /'-( . ` EXISTING `•, `\1 / L
EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED MC PLAN OR ADDED BY THE PERMITTING AUTHORITY. § ,• r• �Br a�.� REEDY CREEKV. '\ [ '� 1 _ Q
••-1 1• r•# .1 _ •Y• .l,_• W S)11/#QA CENTERLINE \ I✓. Off' > (0
END OF GRIER CONNECTOR ' - STINGLir Qo`` ,
CONSTRUCTION SEQUENCE FOR STREAM CROSSINGS(MECKLENBURG COUNTY) ;..- NOG / y( < • ///r il
� TV•� �. � p /'.� Jl • �\ir ROCKH°USE `� CU C4.9 0 f i/� `. TRAIL .
• NATURE CENTER -- ------ // IN\ CC
3. LIMIT EXPOSED AREAS MINIMIZE THE SIZE OF THE AREA TO BE EXPOSED AT ANY ONE TIME. I LO • - % \` /1 I • /
4. CONTROL SURFACE WATER DETERMINE THE BEST TECHNIQUE AND GAIN APPROVAL FROM THE WATER QUALITY INSPECTOR.SOME EXAMPLE INCLUDE BUT NOT LIMITED TO. NORTH RIDGE 1 ••• ✓•-•� = //\ •
\ "0 ROBINSON ROCKHOUSE RUINS --' I. 0
PUMP AROUND,TEMPORARY PIPE AROUND,TEMPORARY CHANNEL DIVERSION,BRIDGE MAT,ETC. - I 1
"DOLE SCHOOL ••°� J / Ol �,
SEDIMENTATION SHOWNAPPR APPROVED PLAN.INN INNOVATIVE AND ADDITIONAL MEASURES MAY BE REQUIRED BY THE WATERQUALITY INSPECTORIF NEEDED. I )))
5 CONTROLS O AS 0 ON0 S 0 0 SU S QUI 0 // _ ;� ��`'-,!-' •"\ ( 2C. ■ N (]
8. SURVERY THE LIMITS OF DISTURBANCE AND MARK WITH CONTINUOUS FLAGGING-SURVEY THE LOCATION OF THE CULVERT,HEADWALLS,AND LIMITS OF DISTURBANCE BASED ON ` • • �� • V (f v
ANY 401/404 PERMIT(S)THAT HAVE BEEN ISSUED FOR THE SITE.CALL THE WATER QUALITY INSPECTOR FOR AN INSPECTION AND TO SET UP A STREAM CROSSING I • • �� I C/• /
PRE CONSTRUCTION MEETING WITH THE WATER QUALITY INSPECTOR PRIOR TO WORKING IN THE STREAM.THE INSPECTOR WILL GIVE INSTRUCTIONS ABOUT CONTROLLING THE 0• �. ' V
SURFACE WATER AND STARTING THE CULVER INSTALLATION. ' ' '•� - 9F(O I 2U CZ
QIO��
SHEET C4.10 �- orr g ( + o� U
]. INSTALL ALL EROSION CONTROL MEASURES-MINIMIZE THE DISTURBED AREA. 13
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B. INFORM THE WATER QUALITY INSPECTOR-NOTIFY INSPECTOR REGARDING COMPLETION OF DEVICE INSTALLATION AND REQUEST AN INSPECTION FOR COMPLIANCE •' - UMBRELLA , F
/ I TREE TRAILA \\ r/ 010'
9. MAINTENANCE-MAINTAIN ALL MEASURES AND DEVICES DAILY,MAKING IMMEDIATE REPAIRS WHEN NEEDED. / I-: - _ e'9-. -`_ 1
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PLAZA ROAD EXTENSION •• 4
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LEGEND
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- EXISTING SIGN EXISTING CURB AND GUTTER SHEET C4.1 I �r' (/ '
EIP EXISTING IRON PIN ��m� PROPERTY LINE '� ' OIOi \�\
0 IXlsnxc GH POLE EROSION CONTROL NOTES �,�.,ao^:,•�• A
-x-x-x- EXISTING FENCE / / V\ /� Project no: 17000370.00
1. ALL'STD."NUMBERS REFER TO NCDEQ DETAILS AND SPECIFICATIONS. :% ° 8
cly EXISTING UTILITY POLE c :-•\�
-UGC- EXISTING UNDERGROUND ELECTRIC UNE 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ••• 4 ••• o ° \ Date: 00.16.2023
- R/W RIGHT-OF-WAY ��� j
ADMINISTRATOR .; o
v -OH/U- EXISTING OVERHEAD UPUTY UNE
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,,,((('''��� ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS A VIOLATION OF THE - SHEET C4.12' \ N r17-r".--•tj?;.._____r--"L".'-'
E•---. ' Revisions:
g 0 EXISTING TREE TO REMAIN T EXISTING UNDERGROUND TELEPHONE UNE 3 CITY/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE - -T1 EXISTING DRE HYDRANT -SS- EXISTING SANRARY SEWER UNE 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF • ' � a •• o -- X
THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TOAFINE.
V_ ' E•SHEETC413 � 0 i .^yam°°E �g // 1' \ 8�•Aj-
W IXISRNG WATER UNE --�
® EXISTING WATER VALVE 5. ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 -_�-,\
✓ ® EXISTING WATER METER G EXISTING GAS LINE WITHORIZONTAL
ONTALTROUND 1VERASSOONAS SHALL
BE PROVIDEABLE D NEANYEVENT RPERMANENT
ITHIN 7 DASTABILIZATION =•SHEET C4,I4 I SHEET C4.IS +•• -1 •�2. ��
e --XXX-- EXISTING CONTOUR UNE FROM THE LAST LAND-DISTURBING ACTIVITY.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED - BY. IL-' SH•ET C4.I6 �'`. STRICKLAND
e 50 EXISTING SEWER MANHOLE TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLEBUT j B L E R � - PROPERTY
$ XXX PROPOSED CONTOUR UNE IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. - \
0 EXISTING STORM MANHOLE ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY N GHjO ow I INTME M[MkogEM OOTLopxExO
_ _= EXISTING STORM DRAINAGE PIPE 8.
MH I REPRESENTATIVE OF NCDEQ. ` -_' /
.3e PROPOSED STORM MANHOLE - i
PROPOSED STORM DRAINAGE PIPE T SLOPES SHALL BE GRADED NO STEEPER THAN 2:I.FILL SLOPES GREATER THAN IO'REQUIRE --WTI I __ ^ TTT�/ �._ :-
O ❑ EXISTING DRAINAGE STRUCTURE ADEQUATE TERRACING. �- I \\ ��DiT'
DI I �� TEMPORARY SILT FENCE 3 - \ \ \ \ R= SIDEWALK CONNECTION TO / Sheet Title:
PROPOSED DRAINAGE STRUCTURE AGRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT 'll- I- FUTURE ORCHARD CREEK
TEMPORARY DOUBLE SILT FENCE PREVIOUSLY APPROVED. w.a,,...„.o.„,....,•c„,•�n.,M.-w.00r -orxw.a.,. r.,,.,.wn-.,� TOWNHOME DEVELOPMENT EROSION
B TEMPORARY SILT SACK -R-®-A- STONE OPENING IN TEMPORARY SILT FENCE 9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE BT ES
__ _ EROSION
PRESENTED AT PRE-CONSTRUCTION MEETING.
✓ AMLWT ONTMEFRAM
Y �� TEMPORARY TREE PROTECTION BARRICADE P^-^••r'n° END OF GREENWAY MAIN TRAIL AT CONTROL PLAN -
• CITEMPORARY INLET PROTECTION 10.TOTAL DENUDED AREA:N6T5 AC ATmaeeTDu TwoxmeE 011848 VERMILLION DRIVE
DENUDED UNITS 11.SOIL TYPES CeB2 CECIL SANDY CLAY LOAM,2TO8 PERCENT MODERATELY ERODED-RATINGS 'etyma OVERALL
i TEMPORARY ROCK CHECK DAM CeD2-CECIL SANDY CLAY LOAM,8 TO 15 PERCENT SLOPES,MODERATELY ERODED-RATINGS yM-arm-xxnx,4MM,,a,m Tam Was
LINED GRASS SWALE CUB.CECIL URBAN LAND COMPLEX,2 TO 8 PERCENT SLOPES,RATING•B ^•Y•-o, •
TEMPORARY FILTER BERM BASIN EnR-ENON SANDY LOAM,2 TO 8 PERCENT SLOPES-RATNG C •
41.
er _..._ GRASS SWALE MeB-MECKLENBURG FINE SANDY LOAM,2 TO 8 PERCENT SLOPES-RATING C �B manyww4,4•Nman Tem xa, 0
8 - i McD�MECKLENBURG FINE SANDY LOAM,BTO tS PERCENT SLOPES•RATINGC `\
• .r.._..�_, TEMPORARYGRAVEL ENTRANCE �. - TEMPORARY DIVERSION SWALE MkB-MECKLENBURG URBAN LAND COMPLEX,2 TO 8 PERCENT SLOPES-RATING C Pm,•xm wmrl Tay mmrmrymi1,14ww,nnyma. `�/
MO-MONACAN LOAM,0 TO 2 PERCENT SLOPES,FREQUENTLY FLOODED-RATING B/D
8 E EXISTING UIILIIY EASEMENTS W.•WILKES LOAM,4 TO 0 PERCENT SLOPES•RATINGD am.mlo.im.nima.a..
oOUTLET PROTECTION WkD-WILKES LOAM,8 TO 15 PERCENT SLOPES-RATINGD
S I I EXISTING WETLANDS WkE-WILKES LOAM,15TO25 PERCENT SLOPES-RATINGD Sheet No:
S WkF-WILKES LOAM,25 TO 45 PERCENT SLOPES-RATING D `Pm•i1eya 144m T.y«re.a•.,4.914.so'n yNy Know/w�hat's below, 2.00 0 100 2.00 400
IXISRNG FIAOOWAY UNE 12,NAME OF RECEIVING WATER COURSE:PAW WATERSHED,CLASSIFICATION OF RECEIVING WATER Call before you dig. SCALE: 111=200' C4N0
EXISTING 100 YR FLOOD COURSE:C ILA Nl awe m--Mam.SM,ton 41 144m xm.,.mmn.wn..=.SRMSU 9