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D.e. MILL RUN, LLC. I L - / '26� // // / \� / IIIIII� I /� / %' / " pp
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P.N 0,32776 I //i�� / ����ti�,/ / / // I 1 / / / // ( NOTES:�
ZONING.• OR / / ( � �ti ti / %/ / I �( 1. The water control structure and stoplogs shall be an Agri-Drain Inline Water
� / 5 / /
L 1/4" Level Control Structure, or an approved equal, with lockable top.
s � -1
2. Use 3/8"
anchor bolts to attach anchor straps to bottom of catch basin.
Use rubber gasket as shown on detoil.
_ Site Boundary ST. - NI I I I
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3. All anchor strap material shall be stainless steel./
I \ I PAR N/�- I I I I a•�pv / \\`� / / J I I I 1 4. Catch basin shall have an inside dimension of 4'x4' or equivalent
` ROr ROBERT I Q ` I / �/ e /�// / / / \\ / Ex. Floodway / ' 1
I \ e I D�NBLO TRUSTEE• 1 Q JO "� I J / r Drainage Easement / �G ////// 1 / / Rubber " yp
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II G7.28 // / / Gasket 5
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P.N ol5soa �'T o a�°� )z co �n o w c� �--�(_ INv 2,.B6 I d� l / l// / \ / ✓
\ ZONING. OR `� � 4 4 4� TbP l \ /l/ N/F
S`�o 2 r O �g.C o INV 21. l/� j h/ STATE OF NORTH CAROL/NA
W�C�h2� / l� D.B. 2215, PG. 600
3_ a N p N 2 N�0 2 ° l�l M.P.N. 006554
II 11 $' Sediment Fence\ /
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INV(W) 24.76
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I ZONING: UC IN
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p ,
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Wetland Planting Plan Wetland Planting Plan Notes
Wetland planting plan to meet State requirements per section 9.3.6 of the NCDENR 1. Wetland basin to be sediment basin during
Stormwater BMP Manual. The requirements include a minimum of 10 different Shallow Land: 14,719 square feet construction and converted to wetland basin only
species, of which, 5 are emergent and no more than 30%of a single species. The 1 tree and 40 grass-like herbaceous plants per 200 after final site stabilization,see detailed
planting selections for the three zones are as follows for the 39,436 square foot square feet. 4"container for herbaceous plants spaced construction sequence in stormwater management
wetland. on 1.5'centers. Trees should be at least 3 gallon plan report.
containers. Total of 2,960 herbaceous plants&74 trees.
Minimum of 5 of the following species,with no more than 2. Topsoil from area to be stockpiled offsite and
Deep Pools: Minimum of 5 plants per deep pool,8'on center, 30%one species re-applied at a minimum depth of 4".
4,095 square feet,equals 64 plants minimum
Shallow Shallo Shall1i w Yellow Pond-lily Swamp Milkweed 3. No fertilizer or soil amendments are planned for
Land Water Lan I Canadien Waterweed Scarlet rose mallow the planting area.
MicrDpool Depth Depth Dep--h Nficropool Longleaf Lobelia
FnrQh w Shallow Water: 16,409 square feet Joe Pye Weed 4. Watering will be provided as necessary.
30 30 ly so 50 herbaceous plants,4"container, 1.5'on center, per Cardinal Flower
200 square feet=4,150 plants
Minimum of 5 of the following species,with no more than Trees: Bald Cypress
30%one species Water Oak 6 4",1,10T 183
.S:;-C>00
Prop. Grade..... Willow Oak _ Cm't
(- 2_'Tn
0*()3:11 >
25 25 Lizard Tail Soft rush 615 04
Ex. Ground-_ �:Z
Arrow arum Source Nursery: Mellow Marsh Farms • (A
C45 D 3�
Ground Pickerelweed C: a) X
0 C E,
Duck Potato a)
Soft stem bulrush Ee x
Three-square bulrush
Prop.. Grad GRAPHIC SCALE Coe
2 0 2 0 Source Nursery: Mellow Marsh Farms 0 10 20 40 > 8
Cross Section A-A Cross Section 13-13
d)-0
1 inch=20 feet C Z
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V I i I DI SLAP TYPE / ♦ l 1 I \ ` \
TOP 34.5 (+
II I t \ THROAT 33.8 (+�
INV(E) 26.38CT
0nsite Tri utary Boundary / \\
I I I ( / ' t "✓ //�„�./ )' ► / � I \ ( r
( �/ _ \ `° ° ` ` \ ` `� ` Water Control ' 1 I I / ♦ \'
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1-26-TemP Diversion Ch annel _
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V F. CB TOP 3�04
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N PROP
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Ir I(Ii erI I�FIIl enc`\eoR ® \ \\\\ l\\ \ \\ \\
I*N
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GRAPHIC SCALE 700
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IVAN% > -__ 1 inch -50 feet C C (I),0_ / \ Lo
W W Le)� �

GENERAL NOTES: M GO 40
THE COIR FIBER BAFFLES 4 eto
-
. a + WITH A MATERIAL THAT MEETS THE SPECIFICATIONS F. � *..
� OF E COIR FIBER MAT SPECIAL PROVISION COIR FIB BAFFLES �� CONSTRUCTION SEQUENCE EROSION CONTROL NOTES �
r � � ocQ� -a tl� G+tBnrRADT. `�.oca=s 1. All STD. drawings shall be per the z 1116 � m
`"' "` �"' �D =a rn DE W L POSTS OF E SELF-FASTENER '�' �'�= 1.All erosion control measures shall be g P .�
ANGLE STEEL Tom• I�•�, STEEL POSTS < oM NCDOT Standard Drawings. o W
sT SSA STEEL, � a constructed in accordance with the N.C.
�+C N �N r WITH MQ YORE TMW S PDBT S1nNE DRAIN W
a M i 19 9U.1 cs02M APPEARING THE POST � c�� Erosion and Sediment Control Planning and 2. Any grading beyond the denuded limits
0#44F z � �' ATTAW TIE: tulip FIBER MAT TO THE ��> Design Manual, U.S. Department of Agriculture, shown on the plan is a violation of the
..� > '"' STEEL PETS E MIRE OR OTHER 1P'TABLE �c� North Carolina Erosion and Sediment
-c �� c Land Quality
a z �, INTO �, GIB s �u U.S. Soil Conservation Service,
z OF 11HE STILLING BASIN WITH 112x STAPLES. �� � : •�: A , ® Section of the Department of Environment and Control Planning and Design Manual and o
,q► , ,�, ,�, ,�►., P is subject to a fine. o
INSTALL THE TOP THE tlX}IR FIBER elrM1.E A •q3`�, ,� ,�� . Natural Resources, NCDOT Roadside cv .�
MINIMUM OF O� THAT! THE TOP OF Z Environmental Unit, and the City of Greenville J Z
STILLING BASIN Y 3. Grading more than one acre without an crM y
Q USE THE TYPICAL SECTION ! IN THEwow wLw .�w wow Standards. approved erosion control plan is a a. a
H STILLING BASIN AS A WIDE. THE BASIN MAY IL violation of the North Carolina Erosion
N CWACM SOIL � m HAVE ANY TYPE CONFIGURATION AS LONG AS N. 2.lnstall construction entrance(s). and Sediment Control Planning and Design
o -r•� r MINIMLMi �--- arc Sl1FFICIENi' VO.UM r ARE MADE FOR A MI FABLE MOM DRAIN.E IS PROVIDED AND PROVISIONS V, �1
2
��,,
o � � � � 3.Orange barrier fencing will be placed around Manua! (NCESCPDM) and is subject to a o v,
M1 perimeter of the wetland areas to be fine.
o •,: . .=,•- M = DO � EXCEED S Fi'• IN IE:IQNT THE EARTH H d.
.` r FLOAT +-' D�'1 ,N DIKES REQUIRED FOR STILLING BASINS. reserved and along the 50' buffer north of
�''�' s '� '� ..�- Z -� ADDITIONAL rAY ATTAINED errs a P g 4. All slopes and other areas must be
MINIMUM W EXCAVATING BELOW THE NATURAL LEVEL. P
y :,_• :'r• :t :r y,. a- the preserved wetlands.
Q H � EARTH DIKE � seeded and mulched within 21 calendar
D E STILLING BASIN =IFIC ITS VARIABLEN °,� � 4.Place silt fence along the eastern perimeter days following completion of any phase
ON Q AS WR_L PREP® TIN Ex p 066 of grading. Permanent ground cover for
- .n o of the area of disturbance in areas not
�� , OPERATIONS. -1 = all disturbed areas shall be provided
® T° �L� 2 MINNr � I" directly tributary to the sediment basin. The within 15 working days or 90 calendar
M IE SUBMIT THE a " OfD►IH YATERSI a rJu. x Try STONEEs LOCATION AND P00VABLE '�'R� r'' --I •--t -o t Y ( ) g
�c alignment of the silt fence will closely follow da s whichever is shorter following
w Z a ON• , 1 1 _Q the existing floodway line. completion of construction. Refer to
PW THE EFFLUENT INTO THE STILLING BASIN TO ' 1' � .A�i4'�a'-��• I - NCESCPDM for additional requirements.
" 0 F O A MAxE DEPTH OF S FEET. • Au 5.Re locate existing 24 storm sewer carrying
CROSS SECTIONAL 'VIEW � � � FIB . � J only offsite flow so that it by-passes 5. Additional measures to control erosion
C _ EARTH MATERIALSfi E DRAIN -J sediment basin.
m M and sediment may be required by a
o COIN FIBER BAFFLE STTEEL �,
as VARIABLE
6.Remove existing pavement within 30' and 50' representative of the City of Greenville.
°"° TYPICAL SECTION VIEW stream buffer and re-establish vegetation. 6. Slopes shall be graded no steeper than
�t� y IaF1 1a� i
2:1.
o .85 ��. 1wo. MM 7.Remove vegetation/trees in the area to be
05 disturbed for construction of sediment basin 7. Contractor is responsible to inspect the
and stormwater wetland. site and clean all mud/dirt/debris from
b
8.Minimum of 6" of topsoil in wetland impact the roadway daily.
om w r-am 0 areas to be removed and .stockpiled offsite. 8. Topsoil stockpile areas shall be
z . «� _ Stockpiles not permitted within the floodway of maintained in construction staging area,
o ��o � � � �$ IIMIf cc� Green Mil[ Run onsrte or in any other in a location where the offsite areas are
'� LL._ Nw. r.0 -4--a ��t IiAX. �IT1 T MiIRE� J Q .
c�►o s CUM floodplain or floodway offsite. Minimum of protected by sediment erosion control W
_•� NOTESt � 0_ ?Passm750 cubic yards of topsoil to be stockpiled measures. J0 4 Q
1. PROVIDE T'URNIM RADIUS SUFFICIENT 'CtL TE LARGE E- +�► o Mi ICAL 1BIRES •-+ ormw r wetland z E
! � Si„! = a E.E VERT F. z� for use in the constructed st ate .
o TRUCKS. �. � Mc3 '' SHALL BE 12% SAM MIN. +t+���„ta 9. Inlet Protection is required for all inlets o � �
c logg followin construction. Contractor to notif .2. LOCATE EM'TIRAPK�{Sl TO OB � tTTILIZATION �`+ a 9 Y > _
- Its -E -M F -4 Cit of Greenville location of offsite stock Ile located in the working area. W z
"�r�i S. MUST BE MAINTAIN IN A CONDITION WHICH l WILL FRET' IL - ,� t' + y p• pavement, v a Z
�'a r• TRACKING OR DIRECT FLOW OF MUD ONTO STMETS. U,0 TOP AO BOTTOM a ®o and borrow areas and provide the appropriate 10. When placing excavated soil on pa = a E
o PERIODIC TOPDRESSINt� WITH STONE WILL BE NECESSARY. SHALL BE 10 MIN. erosion control for those areas. �- �
o , 4. ANY MATERIAL TRACKED ONTO THE R ►Y GIST, � first cover pavement with screenings. a Z W �
r 9.Sediment basin excavated to pion elevation of • • z 4iiiiii1w Lu
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ,• 11. Additional erosion control measures may -
�,� ALL POINTS OF Am UNTIL. SITE IS STARILIZED. � � 20.0 and stabilized per seeding schedule, rock be required upon field investigation. � w � �
j PROVIDE FREQUENT CHECKS OF THE DEVICE AM TIMELY � � berms installed and outlet device installed. z
MAINTENANCE. 0 Contractor to install all required erosion
6. N�NUMM AM LOCATION OF ILNi S TO p� rn Outlet device to have (3) 2 orifices installed control measures. v Z I Q 0
1 BE DETERMINED BY THE ENGINEER. O MIRE FILTER FABRIC P g Q O Z
a r" �. fo 7. USE CLASS W STONE OR OTC COARSE AGGREGATE APPROVED �• 1.. � u. � at an elevation of 20.0 to provide dewaterin � � U.
in & BY THE ENGINEER. Z � •-� a = time. Orifices to be installed in center of 7" a � W O
Ila
O X r ''� 0 � " IL flash board within outlet device. One 5" flash J W �
SEEDBED PREPARATION Z 0
40 .4 to board to be installed above 7" flashboard with � Q
-- a M �+ NOTES +� J > �? U
s , •C t WIRE A MIND OF 32» FILTER FABRIC M orifices to achieve on elevation of 20.79. 1. Chisel compacted areas and spread topsoil W ,is
• »
W , IN WIEi WITH A MINIION Storm sewer pipe from and to outlet device 3 deep cover adverse soil conditions, if W O .0
O 6 LINE WIRES WITH 12 STAY COMPACTED FILL �.• 0 to
SPACING. to have trench dam installed to minimize available. » c9 O
Z 1S FILTER FABRIC A MININUM piping of water from sediment basin/wetland. 2. Rip the entire area to 6 deep. o a. W
�, p '11 OF 36 IN yrl� AND FASTEN _ ,Q _ 3. Remove all loose rock, roots, and other
CLASS o A STONE ` ` 0 0 M a ADEQUATELY TO THE WIRE AS =-•- --- a 10.Diversion channels created onsite to divert obstructions leaving surface reasonably W
N = SIN. MIN. DEPTH �� ; DIRECTED BY THE ENN GINEER. ---"�' -°- J r nd of sediment smooth and uniform. v
.� „e 6�_On ff ii 1 __ 6� I �I t 0 onsrte runoff to northe n e E
Q t 1 t� 1 IE I 4. Apply agricultural lane fertilizer and
av SELF-FASTENER ANGLE STEEL TYRE. j basin. soil ~
ANGLE STEEL TYPE. Z.. F superphosphate uniformly and mix with
4 IW NOTE: PLACE FILTER FABRIC BENEATH STONE STEEL POST - 2'-0 NEE 11.Maintain basin during construction and see below*
inspect within 24 hours after eve rainfall of 5. Continue tillage until a well pulverized firm
Q P every g P ,
g uniform seedbed is prepared 4 -6 deep.
' 1" or renter. "
EXTEIMztN OF FABRIC AM 6. Seed on a freshly seedbed and cover seed
12.Construct project to full build-out, install
t OF s E 1 OF , i OF i MIRE INTO TRENCH man .i i lightly with seeding equipment or cultivate
1 ?.01 '1�1 ��1 .� ��.� inlet protection on proposed storm sewer after seeding.
grates within project limits. 7. Mulch immediately after seeding and
anchor mulch.
13.Following final site stabilization accumulated 8. Inspect all seeding areas and make
SEEDING SCHEDULE SOIL DATA sediment to be removed from basin and
disposed offsite. i
necessary repairs or reseedings within the
P planting season, f possible, if stand should
Shoulders, Side Ditches, Slope (Max: 3:1) be over 60% damage, reestablish following
Symbol Description 14 Basin to be filled to within 4" of final
DANDY BAG SEDIMENT FILTER DETAIL PE PLANTING RATE Bb - Bibb Complex, 0 to 2% slopes, ♦rode with silt sand, li htl com acted. original lime, .fertilizer and consult
AUG 15-NOV 1 TALL FESCUE 300 LBS./ACRE g Y lightly P conservation inspector on maintenance
o NOV 1 -MAR 1 TALL FESCUE AND 300 LBS./ACRE poorly drained soils underlain by a
TALL F i RYE very friable fine sandy loom and 15.Final 4" of basin to be filled with previously treatment and fertilization after permanent
ABR3 MAR 1 -APR 15 TALL FESCUE 25 LBS./ACRE sand cis loam typically found in stockpiled topsoil taken from the area of the cover is established.
Dandy Bag Grating 300 LBS./ACRE flood lams YP• Y P P
y APR 15-JUN 30 HULLED COMMON 25 LBS./ACRE P proposed osed stormwater wetland and ad�acent 9. Apply:
JUL 1 -AUG 15 BERMUDAGRASS 25 LBS./ACRE P P g /
a _ TALL FESCUE AND areas. A riculturol, limestone - 2 tons acre 3
_ *** 25 LBS. ACRE WaB = Wa ram, 0 to 2 percent slopes, well tons acre in clay soils
BROWNTOP MILLET OR / 9 P P / y
y p 16.Plant wetland with appropriate herbaceous fertilizer - 1,000 lbs./acre - 20%
:. : ***SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE drained loam sand to a de th of
SECTION A =r` A+ OP 25-28 inches then transitions to a plants, trees, and deep pool lily's. superphosphate - 500 lbs./acre - 20%
SLOPES (3:1 TO 2:1) sandy clay loam. Water table is
mulch - 2 tons/acre - small grain straw
TYPE PLANTING RATE typically >5' below the surface. 17.Adjust outlet device, moving (3) 2" orifices anchor - asphalt emulsion 0 300
o MAR 1 -APR-15 SERiCEA LESPEDEZA (SCARFIED) 50 LBS./ACRE
. H an di a AND TALL FESCUE 120 LBS./ACRE to an elevation of 22.50, adjust as needed to gals./acre
8
APR 15-JUN 30 SERICEA LESPEDEZA (SCARFIED) 50 LBS./ACRE NARRATIVE maintain proper permanent pool elevation.
INSTALLATION: AND WEEPING LOVEGRASS 10 LBS./ACRE 18.To of flash board elevation to be at 23.50
JUN 1 -SEPT 1 TALL FESCUE AND 120 LBS./ACRE The purpose of this project is to redevelop two P
W Stand grate on end. Place Dandy Bag over grate. Roil grate BROWNTOP MILLET 35 LBS./ACRE existingapartment complexes and several for larger rainfall events or a minimum of
over so that open end is u Pull u slack. Tuck flap in. Be SEPT 1 -MAR 1 SERICEA LESPEDEZA P P
P P• P P 70 LBS./ACRE single-family homes into a single off-campus 12 higher than permanent pool elevation.
sure end of rate is com fete[ covered b fla or Dand Ba (UNHULLED UNSCARFiED) AND
9 P Y Y P y g TALL FESCUE student housing development.
will not fit properly. Holding handles, carefully place Dandy Bag (NOV 1 -MAR 1) ADD ABRUZZI RYE 120 LBS./ACRE 19.Remove orange barrier fence around
with grate inserted into catch basin frame so that red dot on 25 LBS./ACRE perimeter of wetlands to be preserved, remove
the to of the Dandy Bo is visible.
o P y g Consult Conservation Engineer or soil conservation service for sediment fence in all other areas of the site,
additional information concerning other alternatives for vegetation of MAINTENANCE PLAN and remove storm sewer inlet protection.
y MAINTENANCE: denuded areas. the above vegetation rates are those which do well
b under local conditions; other seeding rate combinations are possible. All erosion and sediment control measures will 20.Inspect and maintain basin per Operation and
With a stiff bristle broom or square point shovel remove silt & ***temporary-reseed according to optimum season for desired be checked for stability and operation following Maintenance Agreement. 6� o -
b. other debris off surface after each event.
a permanent vegetation. do not allow temporary cover to grow over every rainoff producing rainfall but in no ease
12 in height before mowing, otherwise fescue will be shaded out. less than once a week. Any repairs needed °'-_ '
o�
3 will be made immediately to maintain all �, o
particles. o C E x
NOTE: SITE DRAINS DIRECTLY TO GREEN MILL RUN
N A TRIBUTARY OF THE TAR RIVER.
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_ ~ Esc q ,.:,:Y- ' . :t Q' p Q: w:~'^.:~.:.; , c:. s, - ELEC. ~ h 4..: °b~ \ S 154= ~ m~~,,• SANITARY SEWER EASEMENT PER M.B. 31 PG 90 2 AREA DETERMINED BY CODRDtNA1E'S OVERLAPS -DOES ~ y - zr~• \ 23,7$""--•.., ~ A M NTS 1RDINA TES.
- - x, L.. °'`.r•: ' f'< Q f~ ANS ;TR _ ~ , 1. - - <..h . s =^t~: ~ 'a;.. ; . . . , O ' . i ti S~* 4 - , NOT INCLUDE GAPS, w~ ~ , 3. PROPERTY SU9JECT TO ANY E SE E 9 ~ , ~ ~ WAY WHICH MAY BE OF RECORD. THIS S! V Y EASEMENTS, RESTRIC77VE COVENANTS OR RIGHTS OF :CORD. THIS SURVEY WAS PREPARED WITHOUT THE
;:.r.. , h 2 .w. - t . A } ; m , S ~ ,i BENEFIT OF A TITLE COMMITMENT REPORT ~$2S' ~ '1TMENT REPORT OR RESEARCH.
1 Y~;L; m ;s.+ ii =1Y,. - , i. g'• 1 y C~ ~'.Y ~ -a~, ' yR' Q f ~ 34.99' £ 1 T ~ ~ STOI7M DRAINAGE EASEMENT' PER Et 3T PG 90 4. PORTIONS OF THIS PROPERTY ARE LOCA i ?TY ARE LOCATED IN A ZONE "AE' (AREA DETERMINED UAL CHANCE FLOOD (100-YEAR FLOOD), ZONE AX"
"t;. 1 , {,k; 1 . S . a• - L O - ::«c - s'. N S r' "'Si 1 4 \ x.' .3' ~ Y. ~ 0' . ~ TO BE INSIDE JNE 19; ANNUA! CHANCE FL ~ , t ~ SHADED AREA OF EI.2.~ ANNUAL CHANCE S { NNUAL CHANCE FLOOD, AREA OF 17, ANNUAL CHANCE
1: T i~ ~I 1 Q 1 4 a - 1 . - 6'' I 'fAS.. . Cam: 'i '<tN'~e r. r w .h 2 ~:~i ; 38 ~ a : N„ , i ; t ~ , j ~~33" FLOOD WITH AVERAGE DEPTHS OF LESS T ! , 16 W ~ ~ •94 ` DETERMINED T4 FIE OUTSIDE THE 0.2% AtV 'THS OF LESS THAN 1 FOOT), ZONE X (AREAS )E THE 0.2Z ANNUAL CHANCE FLOOD) AS SHOWN ON
i • . n ti~ Syr; p r ~ i` UTILITY EASEMENT PER A4.B. 3i PG. 90 THE FEMA FLOOD INSURANCE RATE MAP I ~ I ~ F CRO f EFFECTIVE JANUARY 2, 2004. LOOD CE RATE MAP NUMBER 3720468700J, PANEL 4687 J, 04. FLOOD CROSS SEC77ON ,ELEVA7701VS ARE NAVD 86
- ti„ '~u.: ~ ~ yy AN N ? TR `w°. Sa J ~ 'S~`: ~J~k•, Q - M'.' ,.w ' - f'. ~.iMn' µ } u.~ ?++r'- i • ~n vt =n ! ' . ~ P P TY LINES A ~ 128 W 5. THE LOCATION OF 711E RO ER 2PERTY LINES ALONG CENTERLINES OF CREEKS OR
N ~ t;l'..' tl' 141 " K~~~ 1 .1~ ' ~ O ~M ~~•:tiA~'~ ,w d^_ f ~~J''%'''~: 19. yy W - `:l ' ' < . ~ rp C N vim. , ~ . N r~ _t.` A ~o • .1644' ~ STREAMS ARE SUBJECT TO CHANGE DUE ~~''!'°°Rp ' S , 1 SURVEY LINES ARE FOR REFERENCE ONL rO CHANGE DUE TO NA 77JRAL RIPARIAN CAUSES. ?EFERENCE ONLY.,) NO POINTS SET IN THE-CENTERLINE
-5 a a h:: 0'2, 3 ;2ma'4%'°:'.`'~";~°` 1. q 7g BRI v' ~V - iC ~::i 4 p! ti r:S .t.. D r~ aia ((yy - Aa `~G _ M < F':: ~ ~C'ti~" :?.~'r idt~N ~ %o-'k; V N ii P ~8q I loyao a t 1. ~~fp tooAll 4 4 ' 8'• I ELECTRICAL EASEMENT PER M.B. 31 PG 90 OF GREEN MILL RUN.
>/P ~1~ ~ - t c, Y FFE S 35 9 2 ~ k,, `•S °.Q ' n - 0'" , , c.~ x~ x~. ! ;'~.w , P '0 w r tAN a s.~, t0 • I °e"r +v a ,1 . ~ . r'.. x' „ ry t, Z a.,y '-~.•k~ - r, 6. THE SURVEYOR MAKES NO GUARANTEE Tfi GUARANTEE THAT THE U77LI77ES SHOWN ARE
~ 2 _ A..,,,: W _ r: _ ,:N~D' tA~ - ~+(r! :I' ;`:fir _ ~ s4 i k S ~ COMPRISED OF ALL SUCH UTILITIES IN IN! 1 ` ~4" , OR ABANDONED. 7NE SURVEY FURTHER J ~ E ~ UTIL177ES IN THE AREA OF SURVEY EITHER IN SER"WCE VEY FURTHER DOES NOT WARRANT THAT THE
` - , r:,F,: :vr ni r: - 1 ,os o. ~ • , ~ s; ~ ~ 3:15 > UNDERGROUND UTILITIES SHOVf?V ARE IN 7 ~ ~ SURVEYOR DOES HEREBY CERTIFY THAT A HOWN ARE IN THE. EXACT LOCATION INDICATED. THE CERTIFY THAT ALL. U77Ll7IES ARE LOCATED AS
: , is ' ~:c 4'" / Sr < - - u jv ~ . - , ,v,.,F, _ o ~ I ~ P FROM INFORMA •~„~r "~.ttiti ~l ~ \ _ ACCURATELY AS OSSIBLE ~~~~i " ` ~ , 2e ~ NOT .PHYSICALLY UNCOVERED AND LOCAT! FROM INFORMATION AVAILABLE. THE SURVEYOR HAS 'ED AND LOCATED ANY UNDERGROUND U77LI77ES).
nw . - , v~ ~ - ' -,.ynea k r.~ Q. t;"° - J ~ . ~ Y;. ~ r ~~w y:. -..3~ 1 v... , .:..r ~ ti "J . ' ..'.i: I ' Q,, oz cu~q 47,29, F t 7. PROPERTIES SUBJECT TO A 50 FOOT RIPI A 50 FOOT RIPARIAN BUFFER ALONG GREEN MILL RUN
r"' r~'A. ~ a a { _ :..F: . , au~~ t to i MEASURED FROM THE TOP OF BANK. `w,0`. ~''41h'AG~' ` ' OF BANK.
f rr ~'N I B• - '.t 1 _ ' ~FEMA AY FRASI ft W SCALED - DDD z:,: , S BTOQJPAtJEi.4687 ~ FfRM 371D46 i'-': "^y^_ J c;>:_: . f _ . t.~-I-mr.a• r.au.,nv n nnnf . aa+r 1 \ 1 w~r.4ssr I \ ~~q~~w~ ,v n nnn, n _ t s ~WAI/,+iM( ~7 M/Aw~FFT
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WACt er`:` l 24~~ » ~ CHEYEiNNE COURT,. INC
:.=a~•„ - ,,fit.;,. ~ DAtL.1,r 10` 11 wsT MADISON sTREET OAK PARK, IL 6Q3a2
: 22 ARnES „ tNC ex ` J.P. g~ a
P, x E 7 r.s N 1 r L•w 1 GREEN MILL RUN, LLC -0 1 Tl4 P. O. BOX 9886
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~ t vi~ I s' cC~; t r 6i4 GREENSBORO NC 27429 rx Xz, w.~ / t t NORTH CAROLINA r 4~ t COUNTY OF PITT
E X i i ttl' QATr 1 / P i p \ + r ~ MF,~WDIwRS OF ~ Q"Y , fl 014 RUN 1, PATRICK NAR7MAN, P.L.S, CERTIFY THA CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
CuR A9' f'J. J (SEE NOTE s) ERIC MAERTI DIREC770N FROM AN ACTUAL SURVEY MAD a I 1 510 EAST T WELFIM STREET FROM 12/23 2009 'TO 1/12/2010, . OF. THE IL SURVEY MADE UNDER MY DIRECTION, BY CH/JEW 212010, . OF. THE PROPERTIES SHOWN. BOUNDARIES
i CgyCfiJ~o! E ::x•: z r s ^ s a GREENWJ-& NO, 27834 rya a NOT SURVEYED ARE SHOWN AS BROKEN L r p«"' , ~2 V AS BROKEN LINES FROM INFORMA77ON FOUND IN THE PAGE(S). - TI IAT THE RA nO OF PRECISION AS .
1 PAQ E DETAIL 1= 10r J r W n• o 5 REFERENCED BOOK(S) AND PAG>"{S). rHA 1 " >..r o a a 100y~~` 794,3' PARCEL NO. 197J2 - , FAST ? N&U r r w r = 33" CALCULATED IS 1:10,000+ AND THAT THIS J a v E AND 77-IA T THIS MAP MEETS 7HE. REQUIREMENTS OF
MORRIS MOM d4 AND WFE; STAL7 MOYE THE STANDARDS OF PRACTICE FOR LAND r X1 NCAC 56.1600). WITNESS MY OR1CtNAL. SIG P ICE FOR LAND SURVEYING IN NOR771 CAROLINA {21 7Y ORIGINAL. SIGNATURE, REGIS7RA7701V NUMBER AND
S7,4 7t Of NOR e . E d oe as, A ~'AR4uN i ? r 4? : J " yw . ' sEOn P.O: BOX 1704 77W S DAY OF JANUARY Al i a r w t o Oiy GREENVILLE, NC 27834 SEAL S ? r'~,r,•,1 ~ ~7.1rp 1 ' ?F JANUARY, A.D. 2010.
p4 A ^ a T pN, 340 - _ 176 10 001,746i DETAIL: x J - 1 2 I•~1 ~ \ 1 1 r'!! Z"ZI 04 EAST ZMEUM i a \ ` P
NO.SpN =>t~ - J LI~ r 1 1 < r r J r 1 ROBRT THOMAS MONTAOMEA AND t4& LUCY 0 MQNTAQUILA r,. P.O. eox 1574
Ay?,r Al PRO oxkL LAN-0 s :e:: r 1 R 1. £ GREEWWUE; NC 27834 ° r ?vorR AAA' REGISTRATION- NO. L-4262
vh eGV y < 1 'APR wRi0 t r . LOC 90m,44-t-
LP.S ~ROAf r• r LP.S: (NAV8512007) oRA~a ? GRID N:677,567.987 US FT. ••rrT U f
GRID E. ov. GRID E.' 2,484,746149 US FT ~ Dg 'A~rAGF 'n'ESUr MASfNYIC LODGE 7-- r7rr 17'.2 Pc 2 ~ Ni E'r 78 » 1104 CHARLES STREET -Em
D.B. 2656 PG 113 45 D.6. 1711 PG 465 D.B. 1650 PG 820 27834 Fv / c>?EENVnLE, NO ' 184
yy , 7gvg, a 110 S? s ti 33Y,gO . sa CAR r ..f 1Ct08rS Planras
D.B. 4 w " ~ 1650 PG. 82 D.B. 1650 PG 828 { : lror S . . r?a. ?r.~' ivers Ucense No. F4M
D.B. H46 PG. 397 qg".~'Sl.•.j 'j1':.`Y •:'4'',~ D.B. 2592 PG. 683 A.T W' s" y 41 • h Ifr Associates, Inc. . Skm Isla
D.B. 2182 PG. 863 D.B. 596 PG 203 GRAPHIC SCALE SEAL . t.:dt ,,,•,...a ..r: ,:a:. qP1 q S 107 t SeWrld -0 * R~'~'QVT y , < L -4M Greenville, 107 East Second Street 6431 Fab of Neuse Road, Suite
M.B. 31 PG. 90 50 0 25 50 100 M.B. 27 PG 124A 1ac 211 s' > 1.5. !a':;;;; e pG A 09 a .:.w' l .<.....,.F;.;:," ,,;1'.t:,x:~. r 1y-NGD.p.T R/W . ~ -440AWENT /,LA Greenville, NC 27858 [phone] R" O, NC 27W9 [phone]
D.B. V 32 PG 516 D.B. 615 PG. 254 T lz, - w NCGS HALL NAD 83 2007 BOUNDARY SURVEY OF:
D.B. D 33 PG, 662 D.B. Y 33 PG. 258 ( IN FEET) ;OuND) N: 6773309124 US FEE 1000 i {H GA t ` ^ - 9g vy ss. ~A'!DG'E E ONLY 393) E: 2,486,287.0615 US FEET GREENM3LL RUN ARAR7~1'i~NTS
D.B. Y 33 PG. 245 1 Inch = 50 ft. 617.04 ( = 0.99989 q ' 39 4 k --02'-E TED C.F QED) ANJ 04622 CALCjLA ID P18U AND KINGS ARMS APARTMENTS
M.B. 10 PG 130 STATE HIGHWAY BOOK 1 PAGE 17 17.97 ('.ID E 616.98 r 6 46-2 02" N DATE 1/f2 v1Q. CITY OF OR, CITY OF -CREENWLLE, GREW W UE. TWSHP., PITT CO., N. C.
STATE HIGHWAY BOOK 2 PAGE 22--B RIVERS ASSOCIATES DRAWING W -950-A NCG'S STA&UM (NAD 8112007) N. 676,905.1783 US FEET ~mx DMWING NO. PMECC NO. SHEET
E: 2,485,844.5073 US FEET 4-07-r0 : RE MO PER MASONIC LODGE' 71nf PACKAGE SURVEY CH DPAFT AS/PH SCAM E ? -1-28-10: 40DED MASONIC LODGE AREA TO SURVEY 1 = 50. ELEV. -54.36 (NAl4? 88) REVISIONS 1 = 50' E'.-287- t3 2009174 1 . 1
DESIGN CHECK PwH

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t I i.a 1 ~ EXHIBIT 6
4~~. ~ ; ~ I , I , ~ „ ~ 1 FOR
~ { I ~ ~ ~ \ ~ 'cam.,',-''..~... ~ ~ 1 'hlrl I ~ ?f', I 'ROVINCE AT GREENVILLE
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i I I , c ~ I I ~ I - - r _ i ~r . ~ ~ ~ -EXI T. PRE -EXISTING CONDITIONS EXHIBIT
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1, o~ ~ I o ~ t I ~ ~ i`r ~ ~ / I / J 1 ~ f ~ ~wr f° ' ~ % l ~ ~ DATE: April, 2010
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I ~ i ' `~6 --25--~~' 1 ~ ~ ~ J ' En sneers ~ Surve ors • Planners ors • Planners • Scientists JOB NO.: 20091330
~ , r / r { f i I' i ' ~ - - . _ .r~~,/ 1 11, \ ~ ~ fi5~0 New Alban Road Columbus 1.- 7 /i i ~ ' r.. . ~ .r r'~ + r \ t ~ A ~ ~ e`r'r. ~i'" , - - - r ~ ~ ~ Phone: b14,775,45Q0 Toll Free; 8 ,oad, Columbus, OH 43054 Toll Free: 888.775.3648
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