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Zone I•Untl'stur.d area of vegetation extending aminmum of30 feetlandward on all sides from me tap of me s.ron SELF-INSPECTION PROVIcSIONScFORoEROSPIONoCONTROL: t '.vy';`�` .- EG\W-„goo')1VP SLWGREERVALLEY ROAD,BUTTE 202 GA1LII{p �► s4bank or normal wafer level of olM1erwater bodea measuretl hor¢onially analne pegend'wlarte lM1e aurfecewaler. THE PERM TTEE SHALL MAKE PROV � ollT 10092 SP Z DAIRYZone2 Und'sturbed area of vegetation bagnnng al the outer edge of Zone l and extend gl dwarf um of REQUIREMENTS OF THE NPDES NCG01000o0 PERMIT.SELF-INSPECTION REQUIREMENTS ARE \ \� �� - - GREENSBORO,NC 2]408 RD 'NREQUIRED UNTIL THE SITE IS STABLE AND THE GRADING PERMIT IS CLOSED. v �� CONTACT:LOWELL E45TER,MANAGER
ZONE : 20 feet as measured horizontally ona fine perpendicular to the surface water The combined dh of Zen.1 d2 ,a��®' II PHONE(336)81,3312 SITS it
CC NNNC AT THE OUTER EDGE OF jj / Secltionfi2 50 i9 C9 of eet on/l sides of the surface water.the Development Ordinance.Exceptions moat be approved by the TecM1el Revew Committee per '`*.♦� � / � MIAOW CENTRE e I MTI EMAIL IowallQtleapr0]2 1 IMDISNR6ED AREA OF VEGETATION j as measured horzonially anal perpendicularao�hegauN cetwete�aZone3 eM1requiredio�allhgh density
end 2) • \ -,`♦\e` , /� \ 4111 PIPAREDMONT P6KWY MOBILE 336209-Slver.wm
ZONE 1 AND EXTENDING LANDWARD A Zone 3•Vegetative Buffer•Vegetative �'C
MINIMUM OF 20 FEET EXCEPTIONS
MUST 0E APPROVED 0Y THE / I ` V \
WATERSHED REVIEW COMMITTEE %% % development.Zone 3 may be disturbed,but Y must remain vegetated.New development shall not be allowed Zone 3 \\` o:t4 , / _ \` N:443P 6266 - { -GOOD
�� / \�, �ti �� / D64441 P62B6 I �W,�v�a t
of Me surface water buffer,except those developments and activities allowed in Zones l and 2 where the TRC issues an ,�-.� /� / /� ` �/�
(WRG)PER SEG 9-1-6(d)(3)b. X = \ MD 121 PG 3a
f = authorization ceNgcete per Secban62.9C6of the Development ON nenre ` / / / If--\ 0-
j% - �_� t . �.• ♦�A.1. / / / //i /I Ind,ccMrou AREA(POND) TTLZ1:::
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PERENNIAL STREAM °•" D •�� . :0 1GE SOIL TYPES: CONSTRUCTION SEQUENCE:
. A _ /// //// / - -/- _ LUG.3
v HIGH DENSITY DEVELOPMENT \ / - CeB2-CECIL SANDY CLOY LOAM 2T08 %SLOPES 1.THE EROSION CONTROL INSPECTOR CAN BE REACHED AT ENGINEERING SERVICES AT 336 883-3194.
NOT TO SCALE , �j INV IB:FS� / �\ /-- , ////// // / i - / / MODERATELYER0 TO 2 SERVICE2. EROSION AND OTHER AIMENTATIONCONTROL PLAN ERMITS FROM OTROMHER
CITY OF REVIEWING
H POINT AGENCIES.
ONCE ING
THE
\� of// /// / / _ CM1A-CHEWACLA LOAM,OT02%SLOPES, SERVICES AND ANY OTHER APPLICABLE APPROVAL/PERMITS FROM OTHER REVIEWING AGENCIES.ONCE THE
E.
/ // / i- v FREQUENTLY FLOODED EROSION CONTROL PLAN AND IF APPLICABLE,THE WATERSHED PLAN,THE LANDSCAPE PLAN AND THE SITE
;\\\�`/ ��\\` �®1�4 /// //////// / / // MeE-MADISON SANDY LOAM,15 T035%SLOPES PLAN,ARE APPROVED,EROSION ADISEDIMNTTIONC CONTROL
ISSUED.
NG GRID NAD B3(2011) • • / McD2-MADISON CLAY LOAM,10 TO 1 %SLOPES, 3.THE APPROVED ED,AL NDDSTURBIN PERM COAN BE ISSUED
IS CONSIDERED A CONDITION OF GENERAL
- , � � / / '_� MODERATELY ERODED PERMIT-NCG010000 AND MUST BE FOLLOWED AND IMPLEMENTED
�`s. U .( \��/ h" �_- -- - / ///r�// // / / /-\y - / MCD2-MADISON CLAY LOAM,10 T015%SLOPES, .ONCE A LETTER OF APPROVAL IS OBTAINED FROM ENGINEERING SERVICES,SET UP AN ON-SITE
\,_ • VUO P _�--N- - _ / /�j�/// // / /_- /� MODERATELY ERODED PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR,THE OWNER OR REPRESENTATIVE, -
++.� �Q�� --_-- / / / AND ALL CONTRACTORS INVOLVED WITH LAND DISTURBANCE,PRIOR TO ANY CLEARING OR GRADING. ''Ln� r
\FX.�M 5,94
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F\.UU P� // //-' --__ / / / I I / l / /:;,:',i \_ INITIAL DATE z 111 IV
164141W '. O\ph- "]., ///// - - J/ /�/// / // / \ \ O S.THE FOLLOWING ALL T BE PERFORMED PRIOR TO THE PRE-CONSTRUCTIONHOTERMEETING: \�ON ry(�
=o 8399�ME) 1\ ��.'g10 // /�- ��_ // / ���/// / / �� - A FLAGGING OF ALL THE CONSTRUCTION/DENUDED LIMITS AND ANY OTHER BUFFERS. Hm 1--•
____ _ _ / P®I'ON(GBIIFE CONTRACTOR IS TO STAY WITHIN THE LIMITS OF CONSTRUCTION.ANY NEED TO CROSS THIS LIMIT LINE U-I ry
NS.00r-lB3 /�S ` .�`�.oA3p / // ��_' _ _ /'--J // / / / /////// \\ 'nQNI WILL NEED TO BE BROUGHT TO THE ATTENTION OF THE ENGINEERPRIORTO ANY CROSS OVER. V
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® \ / / /// //_/_////_ �' / /_/i _ - \ / i/ /-/ / / / // '- PARCEL.3018]5 B.POST THE LETTER OF APPROVAL ON SITE.INITIAL DATE J IL
1 //// _ \\- / / i / / / / \ \ \ PIN.1B13192600 C.PROVIDE A RAIN GAUGE ON SITE.INITIAL DATE Z N
`4:' / // j/i / = / \ \ // / _ / / \ \1 I \ D FBBa 6'PG 55 D.OBTAIN SELF INSPECTION FORMS.INITIAL DATE Q r W 2 0 j
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` �( / / ////// i i i / i= ~_- _`_ _j i ii =-__= / / \ \ \ ZONING:GU LG(BB-2E) E.ACOPY OF THE APPROVED EROSION AND SEDIMENTATION PLAN MUST BE PROVIDED AND Z q UZl 2
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0\,� .1 '\ / /////�///////// //////// /- /� i /------ // / \ \\ \\ \\ \J- INITIAL DATE Zr FIO
/ ^ ].CLEAR AND GRUB THOSE AREAS NEEDED TO INSTALL EROSION CONTROL MEASURES.
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1 `_ :y / / / //// / / // / // / i L. __ //\\ \ \ \ 8.INSTALL PERIMETER TEMPORARY SILT FENCE[HP STD.600.00].
. `4,Cwr1 // //// / / / / / / / Y\,` / '_/ \ \ \ INITIAL DATE rZ�}pT(
POND S\Il' •:::. --/ / / I I I --- / \ /` -- - / --- \ \ W V is
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ITH A GESEDIMENTBASINMIWITHBAFFLESANCH ANDK KEY-IN LINER
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�I EMERGENCY SPILLWAY
11.0(1'WEIINSTAND,TRENCH INTAIN EMPORA• TEPORARY EDIMENTDUG CONSTRUCTION.PORA•
65 EMI, ITIAINALL TEMSEDIME2 H BAFFLES AND 2.5'SKIMilk ( ,TRENCH AND KEY-IRAAY EL.83].0(10'WEIRD.INSTALL AND MAINTAIN TEMPORARY EARTH BERMS STD.fi01.00]
D Tea 135 •9 \4 ��'��R!" / / / / / / / / / / / / / / / S, \ ^� __ �/
'Jp� 14`r \ / / / / / / / / / / I / / TS�-x \ \ \ \ O ]� - TO TEMPORARY SKIMMER SEDIMENT BASIN M2 DURING CONSTRUCTION.
S) + �'I l )1t� �� \ / //// / / // / / / l I l -to \ \ \ 11\i---\
C ®1 �,, :: \ / / // / / / / / / I \ \ \ \ ( / AN\ \ \ \ \ I �' r INITIAL DATE
A^, USE_ PART NS - .IT / / / / / / / f I \ 1 / " \ \ \ \ I SEpION I RASE 11.ALL PERIMETER DIKES,BAALES,DITCHES,PERIMETER SLOPES,AND ALL SLOPES STEEPER THAN 3H:1V
-tom i /,� / ` \ \ L
`\'i'� \� \ \ \ 4cea Amon'PARKKRY McOCIATES,LIL SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
'1 l r / l I \ \ \ \ \ / \T\ \ \ \ 1\/ 4035 PIEDMONT PKWY -1 PRACTICAL,BUT IN ANY EVENT WITHIN]CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. IllU
cv� . °* I I 1 vG �\ aa' x
° J ��' I A < I V A \ V A A V A v V 1 FARCE.201.4 s] a
II� �` / J I 1 I I; I \ \ \ \ \ \ \ \ Gam\ \ \ \ \ J \ PIN 16.1569166.1
S'J6 P6252 L RECORD DATE(S)OF PROVIDING GROUNDCOVER.INITIAL DATE \P
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I ` ,a�,`� � '/ l I // - s I I I I \ \ f / \ \ \ \ I \ \\\ \\ \ i\'/ �-I DBPB 90 P69B9 12.GROUNDCOVER WILL BE REQUIRED ON ALL DENUDED AREAS OTHER THAN PERIMETER DIKES,SWAGES, "4.
I • ':.Iv`s A,\',V�` I / / / I 1 / / 1 \ / / / ) If / A€€I\O'\ \\ \ \ / \ ENIYE COPPICE 25) DITCHES AND SLOPES STEEPER THAN 3H:IV WITHIN 10 DAYS OF COMPLETION OF ANY PHASE OF GRADING. I QS��� r
�I: ♦f� ,�y / -I /�' I / / / / / I 1 y�N \ \ \ �/ W03 RECORD DATES OF PROVIDING GROUNDCOVER.INITIAL DATE C
l' °> ,1 / I / / 1.E./ �� 1 `�f J.� / / / / 1 / / I `1. \V ♦ / \ EROSNAFTERSEEDINGLI ti% fJ///(
1 // / // / / // / / // // / /� / \ �'rrt - - _ _ INITIAL DATE ^ l+t\1a��
fl\` � E 13 UPON INSTALLATION OF THE ABOVE MENTIONED EROSION CONTROL MEASURES,CALL FOR AN ON-SITE
`1 d6' IA �'1 4 1 I \ '1 f / // / 1 / / / // // / / / /_ =a W x. NPSBcr1oN. 4/8/2024
�� I A ry ( Nor HELD JO
iT \ - / . �- INITIAL DATE
y I ` 1\, / \ D\ � �(l, I 1 1 1 1 I (\ \ 1 1 f f (f � �S \ \ „RE__ - _ � 1W.INSTALL TEMPORARY WIRE AND STONE INLET PROTECTION AROUND STORM STRUCTURES.DRAINAGE
.\ Ali'
� \ I I I (f \ \ I \ \ 1y) 5T SHALL BE CONTROLLED AND DIRECTED TO STORM INLETS DURING CONSTRUCTION.
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2 - Zl if: \'M I"... \ \ I ) 1 I \ \ \ I f 6.a.1I.571�-D
�:: \ \\ I ( I ) I \ \ \\ \ \\ \\ \ \ \� f� \\ \ INITIAL DATE
COMPAOTGR = o � �,��• `� � \\1 - ® I \ \ \ \\ //i\ \ \ \ \\ \ \\\\ \ ' / \ \\\\\ 15.ALL DEBRIS AND EXCESS SOIL SHALL BE HAULED TO AN APPROVED LANDFILL.
IN19lB5G® 1/ // - \ \ \ ( \ \ \ \ \ \ \ \\ '\ OCV 1 \ \ \ \o\v\\
18.THE PERMITTEE SHALL COMPLY WITH REQUIREMENTS FOR INSPECTION AND MONITORING,AND PROVIDING
fo. /�� - \N� i�`ND !\ \ I ).4\RA, e \\ 1 I I\ \ \ \\ \it\ \ \\ \\ \\ \ \ \\ `)) \ \\ \ 1ANDMAINTAINING CONTROLS SPECIFIED FOR STORMWATER DISCHARGES ONCE DISTURBANCE HAS BEGUNON
I / Y" THE SITE AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OFA
`y \ `- \ \ 1 PERMANENT GROUND COVER. -
III k� N 1 3 7 : ff\\ Q,-,\ \\ i \� _/ 111 ,` \� 1, g2jv/\ \\�\\_ \ \ \ \ \-6-_•)`�� \ \ / -\ \ \ o\ 1 1].DUR e,,.E.STRUCTION ANDUNTILCOMPLETIONOFCONSTRUCTIONORDEVELOPMEMANDTHE'/ - III 1j `k\IT /Ie.IJ,I I\\ \ \\\ \ \ \ \ \ � .� ""^^^�, \ \ I \ \ \ ESTABLISHMENT OFPERMANENTGROUND COVER,THEPERMITTEESHALLPROVIDE THEOPERATIONAND
T 4y _ _ MAINTENANCE NECESSARY rO OPERATE THE STORMWATER CONTROL MEASURES AND ALL EROSION ANO �ILI
/�d\ f I ( \\ ��0�/ �`, /,:F'p ��/�/��[/y� \ \\\ \\\\\ \ 1 \ \ \ \ \ I \ \ \\ 1 1 1 SEDIMENTATION CONTROL MEASURES AT OPTIMUM EFFICIENCY.GROUND COVER MUST BE MAINTAINED TO A y) kn
\ '�\ \ \\\�I1/ II / ! /: A, ✓/ //^1Ny=,q3] \ \\ \\\\\\ I l \\ \ \ I \� \\\ \ \ \ \ \ \\\� 1 1 I DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL TIMES.
\ \ ` \\ I I , G ' / Ip / // \\ \ I I \ \_ //\ \� \ \\ \ I O 10.CONSTRUCTION SITE POLLUTANTSMUBT BE MAINTAINEDON-SITEANDNOTALLOWED TO REACH THE
\ \ 6\ \\ 1 I J , `�5 / \ \ \ \ \ \ ,� / „,, \ \"' \ Q\\ 2F' I 2 STATE'SWATERS.ANYSPENTFLUIDS FROM CONSTRUCTIONTRAZAmNuDSTBECLEANEDUP ANDDISPOSED OF O
\\ \ \ �\\ \ POND 1111 II ;`� tl�' ///// \\\ \ \ I \\ \ \ \ \�` \ \ ��„"y� �\ \\ \\ e, \ \ \\ ('may c-•\ I PROPERLY.ANY HERBICIDE,PESTICIDE AND FERTILIZER MUST BE USED IN ACCORDANCE TO THE LABEL
\\ \ 1I `` �,l' / / \ \ \ \ \ \ \ \ t,,,,,,,,,,\
\ pl \ _._
--� \ \ \ � \ \ \ , 1 PEDI'bNr CSIl1� RESTRICTIONS.ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE _
1 I1 ` i / /// r_�\\ \ \ \ \\\\\\ \ \ \ ` S \ �\ \ 1g' \ �.61Ac, \ E J SEG7IONIRIAEI WITHNORTHCAROLINAGENERALSTATUES,CHAPTER130A,ARTICLE9-SOLID WASTEMANAGEMENT,AND ryA J
P IIr e= \\\\ 11I1/ ';. \` _ I l �\ \\ \\\\\\ \ \ \ - \ I � \ \ \ \�r \ \ \\ I I STORE IMB7HZ AIMS AK LLG RULES GOVERNING THE DISPOSAL OF SOLID WASTE(NC ADMINSTRATIVE CODE SECTION I5A NCAC1313).NO ,'G Q
HIS \\ I / L``` - / I \ \ \ \ \ \\` \ /, \ \ � \\ J 4001 PIEDMONT PKWY DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTE IN STORM DRAINS.CONCRETE MATERIALS
l�J �/
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` \\\ I I1 rR _Q \,, ' 11 \ \ \\ \ \ \\_ \ \ I - I /\ \ �\ \ \ ��\ \ \ 1 PARCEL.201023 ON-SITE,INCLUDING EXCESS CONCRETE,MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH Q J Q
• 43601YN1.ST 1\ ✓ I it
I I / v \ \\ \\\\ \ \ \ \ \ 333z \ \ \ \ \ `'; \ 1 BI56P662 SURFACE WATERS,WETLANDS OR BUFFERS.NO CONCRETE SLURRY SHALL BE DISCHARGED FROM THE SITE.
PARCEL:257520 \\ 1 / � a,4S I I I \ \ \ \ \ \_ \ \�` \ \\` Q o\ 1 PIN ez54,PG eu V
\\ \\ 1 \N ':\\ ,I,;} II� \ \ \\ \ \ \ = \ \\ \00 \.' -yr., \ \ \ \ \ „, \ \\ I PB 90,FG 90 19.CALL FOR AN INSPECTION PRIOR TO REMOVING ANY EROSION CONTROL DEVICES.REMOVAL OF EROSION 11 I� IU
N 1B 46116 \\\ I , (YL I 11 I \ \ \ \\\\ \ \\\ f,.� StVLLff 6'H \ \ \ \\ \ t\r 1� 1 1 ZONIN6:WLI(BB-2� CONTROL DEVICES SHALL OCCUR ONLY UPON RECEIPT OF APPROVAL FROM THE EROSION CONTROL
\/- Z IY
ii \ pa0 USE Off ICE INSPECTOR.ANY MODIFICATIONS TO THE APPROVED PLANS MUST BE PRE-APPROVED AND DOCUMENTED ON
�iRTPL20E \ I Q�- ` ' I:61 I 1 \ \ \ \ \ \' \ \ \ BASMSPILLHAY �� II\ \ \ \ \ \ \\\ TY \ \ WG:3 THE SELF-INSPECTION FORMS. .` Q O
ZONING:PDM(2-3) �-7 AlP I 1 II \ //\\�< /CUTLET ' \ \ \ \ \ \ \ 20.ONCE AN INSPECTION FOR SUFFICIENT GROUND COVER AND THE SITE'S COVER IS APPROVED,THE V
USE VAGAN \ �, `/ 1 I APRGI FIDTM=1q• ¢S \\ \ I \ p p VVV
j it \ \ Iy ` V W1 I I \\\ r 'H� p OMR.PA \ I \\ ` \ \ \ \ F \\V\ SEDIMENTTHAT HAS BEEN COLLECTED FROMTHE EROSION CONTROL DEVICES MAYBE REMOVEDANDGRADE Z
,;\ ,l I \ �i 3D 5KM82 \ \ \ S'?\ I\/\\ THE AREA(S)WHERE THE MEASURES WERE INSTALLED TO FINAL ELEVATIONS AND STABILIZE.DRAINAGE Z
\ \ \ I\ �,'.t �I �'!.'/, I II I I \\( u`�BM1� Tg.p 5K1198t \�I N.
\ IW \ M g \/\\1 STRUCTURES AND PIPE MAY BE REQUIRED TO BE VACUUMED TO REMOVE ANY ACCUMULATED SEDIMENT. �F I-
‘\ \ \ A:A 't 1, 1 I1 / I \ \ \ \ ARFA�MM Aa \ \ �\ I (... \\ Ia�G \ \\a1 21.REMOVE ANY ACCUMULATED SEDIMENT IN THE DRAINAGE STRUCTURES AND PIPE. O VM Q
\ \ i h\0 1N 1 11' / 1 1/ \ \ _ 7/_ I \\ C l@P5KM82 f'%\ INITIAL DATE 0 al
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\ V , • I 1 / I \ - /_�_ \ \��\ _ ggqxxrAHENT q�gni \1 22.THE FINANCIAL RESPONSIBLE PARTY SHALL ENSURE THAT THE GENERAL CONTRACTOR/GRADING "" CO w
\\ V 5. '` . 1 I II / / ^^"SSS //� - - I) I1�`- „ill-- - \ 1 rT, DRAWEE AFEA=1.21,1k. \ i CONTRACTOR/BUILDER PREVENT SEDIMENTATION FROM LEAVING THE SITE BY THE CONSTRUCTION TRAFFIC. '� �:
SECTION VI-gp�ypg�E SS ``s♦ ,1 1 _ /J LE LEER f�l1101
y'\ �X - - \ 11 � g \ 1 IN ADDITION,THE GENERAL CONTRACTOR/GRADING CONTRACTOR/BUILDER SHALL HAVE ON SITE THE MEANS
�L MVIII RIVE
\\ \l/ii �♦♦ 1 -• I, 1 I 1 \ / _ "MBAR RL LE - 4 \� \, \ \ gyp.£Ig•yDSE I TO REMOVE ANY SEDIMENT TRACKED ONTO THE STREET.IF CONDITIONS REQUIRE,EQUIPMENT MUST BE ON 1- Fc
I
� (' I i�La.. \ M9L I'OEPIH) � \ \ '� I SITE TO WASH TIRES OF VEHICLES PRIOR TO ENTERING STREET. `\4215
A '� ro+r / / nonur ONN r ce A\ \V A A`A V A Rw oP e,\rn.n" In WP1N EL20181 v V I_ : I I Ff I l / ��- ' v A GENERAL NOTES:DD s 4a PG 3as V Ol � I ' A° // rc verte _a�e v v v A A V v v A v slwr_ff e•Nlelet ^, W/ / / / ` \ \^, THAN 11�5EDRHlr 1.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTEDPUbIIC Wet@r SUpply WaterBhed O \\ Q
P vG.� @`�,, vV 11 V -+�;�:T�C,qI 1 j / / / _ v ZR I.: v1 V A A� < ._ V vV v A v u'sgn"ee Tills property is located wnninavuMo water supply watershed Development restrictions may apply.
ZONING PPM(1217 Ic, �\ A I I I p IV, I //1 / // / V A �/A'�� 6 A A �' V A'� V �' tit DIA 2.VER VERTICAL ONTAL
N:NAD 883(2011)
O f` {c�y py I 1 / q,Jl, lt` - �-� \ 4B �✓) \ \ \ LE LI1Ht VERTICAL DATUM:NAVD 1988.
TM m8_ \' 1 0- J//// 0 / / / 4 ��`e _... , v�Aw•r Tv� A�, � LATITUDE: 36.0560° LONGITUDE: -79.9598°
6150U/ \ 1 : 1 I 11 9l2/// / / / / sY�" I \ ''''',.RA5IN.N PBtltElet Mnl.I'p0'f1U 3.SITE IS SUBJECT TO ALL EASEMENTS,RIW AND AGREEMENTS OF RECORD PRIOR THE DATE OF THE SURVEY.
ON IN= J�(�,\; I / _ _�-z � v wnN Hvn«a \ RIVER BASIN: CAPE FEAR
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5 Ac_�,., A' 11�� . i� V ♦ Bq '� _�_, a` F_/ �'6, f/ _ _ r�1T _y.T /i.��� 141.y I 1 / 98 I / S � I \\ 6.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS
��^ I. - r f / /N I/ / ___ w _ FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. ROUND OR OVERHEAD CONTAINERS OR EROSION CONTROL SYMBOLS LEGEND
�1lG1LlN / _ ,1 NV //0'RG � ,� \ \ SURVEY NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND
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ex -®-� /S / \ / I yE% SERI ].NO ATTEMPT HAS BEEN MADEAB PART OF THE BOUNDARYSURVEV TO OBTAIN OR SHOW DATA CONCERNING 2aI4-S�S{NG HI6FYIAY I)DS
,- S �pH q _ / \ �-.' - I p2 - - - TEMP.SILT FENCE[HP STD.600.001 HIGHP POINT,NG
6 -41a.��SI__� '� E,/- / O EXISTENCE,SIZE,DEPTH,CONDITION,CAPACITY,ORLITIESONOF ANY UTILITY PLEASE CONICIPAIT PUBLIC SERVICE
WT Bl96 �.:i �s GE �"�' tt/ = �� III/ INOPGBB FACILITY.FOR INFORMATION REGARDING THESE UTILITIES OR FACILITIES, CONTACT THE APPROPRIATE �-o- TEMP.SILT FENCE WI STONE OUTLET[HP STD.600.01]
F4 ��� �/� . .�. . . .Liu --r/1®, M,.e10 \ -� EN D ego. =-.Pt./�a Rcp^YW- �' sr __-3 I o 'C ]Y` / I I\5\/ AGENCIES. p TEMP.STORM INLET PROTECTION[COG STD.d311
- 5� \L 26 \ pH dMlr1 B.THIS MAP WAS PREPARED WITHOUT OF MAY BE EASEMENTS BAFFLES
-u m _ / T - SCALE:
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