20031076 Ver 1_MAPS_20030827

_ _ _
_ _
C Ivert Syste
310 2

Head all
_ (Re fining Wall _ _ r_ - - - 1 _ _ 1
_ _ _ _ -1 ! _ 1
I 1 _ _ 1 I
- I I
~ 305 _ - _ r---1 I 1 _ - _ _ _ I I 1 1 1 1 ~ 1
I 1 1 1 1 1__ _ _ - I _ _ _ - I
C _ _ r - ` -1 1 1 t _I 1 1 I 1 1 1 _ 1 _ _ -I I
O sca +oa l 1 I 1 ~ 1 1_ ~ 1 _ 1 1
Endo Stream _ ~ ' _ 1 ~ _ ~ 1 1 ~ 1
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W 1 ~ 1 ~ i I 1 f ~ ~ 4__.. ~
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_ _ _
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295 0+00 1+00 2+pp 3+00_ _ 4+00
+ + 7+00 + 6 00 8 00 5 00
STATION NUMBER
o Crete Wal
_ _ _ . . .
sta Sta 12+29 -
d es 1 ` ` ' _1 i _ datS~e m _ 3 _ _ ~ n_ 1 est rats _o o _ Honzon to . 1 30 cl. ae
C_
310 _ _ _ V i ~ - ert ca . 1 2.5
Existing Ground Surface - _ _ 3Q8~8q _ _ ;
- - ~
- - 1 Culvert S stem
- - - - - - - - Proposed Ground Surface a~ I _ _Na1
~ ~
ai:;.
I _ ,
~ _ 1 I } 1 ~ 1 I _
305 ~ _ ~f ~ _i ~ -i
- _
_ _ _ _ _ -
~ _ _ _ _
^ _ _
c _ _ - _ _ _
o
_ _
cv
~ 300 _
_ _ _ _
w -
_ _
295 _
8+40 9+00 10+00 11+00 12+ STATION NUMBER 12+00 + 13 00
ENGINEERING & ENVIRONMENTAL DATE:
8!14103 SCIENCE COMPANY
3008 Anderson llrive DRAwN;
Raleigh, NC 27609 9 _ ERS (91 ) 781 7798
Stream Profile REVISE°:
Madison Park
Amos Bridges Road SCALE
Sanford NC see drawing
rl~
Sheet No. The Keller Group
3 PO Box 130
Sanford NC 27331 of: 6-
I

Culvert System No. 2
Pro e t e uence c a
~ ~ ~o q h c M Up 3 ~ uF M~ U~ a
' 'nand install rotective fencin around existin wetland. 1. Install culvert restnctio s p g g ~0~ ~ 2 ~ ~
2. Be in excavation & restoration of stream. The u stream rotion of the restoration 9 p p Z 2 ~ 3 -308.86 ~ti
should not be closer than 40-ft. of the existin ditch. The downstream ortion of 306 _ s 305 304,63 1.69 ~ M
g p 303.81 303.71 ~ 6 w,- 303,80 \ ~ ''30.'~g2 3.. ~u ~ St ~On 2ao90.8~\ ~ 30~.32~ ~ ='3g15a- ~ ~ ~
the restoration should discharge to existing ditch, (AugustlSeptember) 3 ~ ~ j~303.88 302.43'' 9b Q~~~ ~ w
3. Vegetate disturbed riparian zone with switch grasslwinter rye mixture and revegetate O ~ , ~ 299.2 •x{:33
M ~ / ~3Ei35EY ~ M ~ ''300.8 .13 '~3Q2.24 Proposed Oxbow 0 , ~
er he on final erosion control Ian for the site. Se tember/October remaining areas asp t g p ( p ) 303 0 ~j , 301 03-.: ? ~ 302.26 _ 307.97 4s ~ 30 . 305.90 P Ol ~ p001 304.69
ock filed and reve etated. 4. Soils excavated for stream shall be st p g
5. Plant sapplings. (November/December) g 3 Install P 01 02-9 300.35,,3p,~~ r~~
303.7,x,---- +oo U riUlVert zs ~
6. Construct remaining portions of upstream and downstream sections. (March/April) 904,2 " 1.36 Q~ 3 Restrictions . ~ ~ ~ 3.16 ~J, . , ~ l
7. Reve etate areas as necessa . 9 ry ~ ' :302~.~44 001
8. U on com letion of buildin construction install levels readers at the channelized ' ,,'301 . ,
p p 9 p P ,~oaso o~ , Initial construct of stream
ormwater dischar a from the arkin lots. st g p g 304 ~.~0"~:91 • 6 ~ ~ r `~t~' should dischar a to
~aoA~92 3oz ,,'e ~ 9 + ~03~4 L existing ditch.
Note; i' \ .303 p4 2s ' 00 ? 30177~~
~ ' r'- 1303.42 Proposed Oxbow x~9 305, r__ ~ ~
1. Schedule is dependent on weather conditions. Q ~ , r ~x0~ 3rs j 05.
2.Oxbows shall be approximately 2ft deep , ~j~a i ~ 4+ ~ ''d~8° ao
3. Select fill is defined as "C:L" or "SC"soil types as defined by ~ ~ \ ~ ~ ~ ~~\5 : ~ ,;ass
za eQQ Rid ~ ; ,j o bow .Prop sedOx i j M \lQ~\
' ' ' e shall the Urnfied Soil Classification System. The SC soil typ - - ,
have at least 35% assin the No, 200 sieve. oxb°~ p 9 p5ed ~bo~ 08.31,,E 3 70 ta(~ ~*383.95,,~ ss
° -Q~°c 4. Compact select fill to 95 of Standard Proctor ~ 3 ,'3oa~s~'' o~ t ~e .'soa.o7
308.11 Q~ ~ 0 ~ ~ , ~ Level S reader No. 4 ~a p
Maximum D Densi ASTM D-698 ry tY f ) zo , ~301,9~ ss
P°°\ v~ 9z k M C
~P 5Q - ~ q~ k e ' Nr
P p 304'.05 co ~ ,fs~s Level Spreader No. 3 G
~ ~5? , ' 00 ,i 304.33 ~ Q k A
\i •~OP 72.5 ~,r 8:45 Q~ , ' 6' ~ 0
~P tia~ n' 305.29 ~,i ~Q ~J i , ~a ' ~o~ y~t14.94 -1r
P ti ~ ' eo I O r~ .3oes3 Q ~ 3 . 9k'~
,f3o4.9, ~ Level S reader No. 2 k
0 0 ~ ~ ' ,
ao 7s ~C
Q" 3ozs1.~' i , 305.12
."'3D1i19 ~ 00\ ~ ~ ~ ~ 20 Q i i
i Riff 3ofis2 ~ `3 ' + ~ a n a Q
OA23 O ,f305.49 ~l
0 ~ 307.47 ~ ~ Q '3 . yam.. 3071 i ~ ~ _ 1~ r
~ 307 - e 0 F
~8i , ,i 1. g iii 0 R ~ o
r '~0 6 POOi .OD J za ~ 306.62 S o N T ~r
~ ~ ,1305.69 1 / F S C, "0 3
ll j ,406.12 1 4 .p
f r ' -3~ r I ao f? f / ~ , ~ 306.28
~
0+'°0 ~ Proposed OxGow f~ i S? 6
Q g`~, i ,>308.85 i •
~ ,i •86 f ,i -306 ~ 0~ ,308.83 / F
~ 0 ~ 34.36 Sot Elevations Exlstln U P ( 9) c r o ~
N R s F r
i 1 t3 31 0~ ~ ,i' 9 R M ~ s, c
~ ~ ~ ~ 82 ~ goo ~ 1 1 I~ i ~ 1 t ,i '~05~'9 3 ~ r ~ 308 0 To o ra hlc Llnes Exlstln p 9 p t 9) N
r 1 ~ ~ "307.06 ~
I r ~ , f 1 '\5 I' 120
f r ~0 1 f a ~ , ,~2 i'
~ f 7 ~Q , i~ Pro ert Line p Y
Q' r 40 G d ,i~ f 0\ ~~0 ,~OS.95 i' ~ iaa
Q ~ i Q ~ ~ 3 V a ,'307. s T e o~ ~
R . Q ss s F .BQ9S i ~ , , 1 A roxlmate Llmlts of ~ ~ ~ i pp
I i i V stream or ditch to P
' ~ i i r / t 49 ~ , ~ / o - 0 of Bank 0
~ ~ a ~ ~ ,V 5 4s ~ ~ m ~0. 00 I I 00 Q°g ~ ~ N
Q ~ ~ Q 3059 ' Level S reader No.1 Pro osed Stream To of Bank p p
I ~ 308.03 p i ~ F v c T o v
i f I I p~ N R S F r
/ ~ . 0a CL I ~ Sti R Root Wad v ~ C ;f . . '
~ 8.24 , ~ 2a r 0
3~ 1 I 308,74 ~~p~ , ~ , .04(2 N
I 309. ~ `a5 Rock Vane v
~a
a o` ; ~ to
r' r . . p Pro osed Artificial Oxbows p
I 7 l~ 9D1` 3 1+ ~ ~ o6,tr 2a
~ 1 1 10.05 , ~ ~308,64\OQ ~ I I ~ _~-~i t05
I ~ ~ ~2a 1 F
~ ~ ra . U , Select Fill Area c r o ~
f ~ ~ ~ '~0 I O f , !'~~\a t I I I .C N R S F - T
~ ,309.25 i 2' Initial stream construction shout + ?Da1 ~ ;3oges o~ R c
~ of~z . f3a9.a2~ be no closer than 40-ft. of the , 1D ~ T 0 N
existin ditch. . o Note; Ditch plug shall be at least
R 9 ' oc 'Vane: M 315.90 f w , 150 linear feet.
3 ~ ~ti ~ ~ , %24'108..»113.43 ~J (D , I , i
, 310.05 cn 1 310.12 a ~ ~ `+311.04 + ~ 309.97 i 817.48,_310.71 311 310.'1'S``.,~ ^20 j_ O9. ~ ~3
? 310~(~0.09 309.87 '311.08 309.98T X31 A2 Qf309.28 Scale 1 -30
~G~ 3~O 3DB~J4~ [ 0 `L°gr~~~~. ~ ~311,'~f"`-.... 1163 309.21 308.40 0 rr a zc
~~,~qo 318.11 ~ ? 311.45 ~ V1 ~ ' ROCi( Vane /
3oa. 1 0 ~ ' T ~ N F
. S - r f R 310,'hl~? ?y'10.93 , ~ v
309 09 85 C ? ~ 3
? ? i ~ I ? ? ~ ~ 77 0 ~ ~ 'Y
310.88 ~r3Q9, ~ ? 0~ ~
3D8.95 ~ 87 .309.52 t, .78~~ F 311.06 308.55 ~ ~r DATE:
308.12 o R ? 311,92 N ENGINEERING ~ ENVIRONMENTAL 8!14/03
11.50 S ? 309.17 308, SCIENCE COMPANY
R / ~ 3008 Anderson llrive DRAWN;
310.70 ~ 0 1 o ~ 0 y308.84 ~ , Raleigh, NC 27609 ERS [phone]
/ ~ .309,01 I
, /x31202 REVISED~~ Restoration Plan
r l.. X11.03 r C F 0 T N Madison Park
~ _309.41
312.98 308 54 1! I .308,85308.90 h'U O-lo, Amos grid e5 Koad SCALE:
1 308.82 f/312.53 317 45~ 308.701 See Drawing Sanfor NC
N ~
Culvert System No. 1 ' 317.02 --''314.e4 The Keller Group Sheet No.
P. 0. Box 130
Sanford NC 27331
off, of:

EPK
E~„S7 CONTROL ~u
SSMH, CORNER ~ w° 5~ ~ 2
°a N 28°02'36" W 83.16' {TIE L'iNE} ~y ~ ~~P W
~ 2~ , 5P~ ~ ~
a EIP S 89`02'18" E193.13' EIP EXIST. ~'Q ~w _ S 88°45'34" E 500.6T SSMH EXIST.
~ t c SSMH
EIP ¦ ¦ rs enera ro ec n orma ion
~ 320 EXIT - _ _ ° EPK ~ ° SSMH
Q' CONTROt~}. W ! CORNER a''
V~ G C ert Syst 2
fo ~ At the Madison Park Residential Condominium Develo ment Pro ect formal) Oaks II p 1 Y
~2~ 315 ~ m _ S24°15'47"W ~ 0 POST 0 ~ ~ a~ ~ W 100 m Sanford North Carolina a s ream r r i n t esto at o ro ect is ro osed. The stream which
~ AK DRIVE (30 RNV - P a~ g~ ~ 2oa.62 a~ Ui N P RIVATE) ~ , ~ EIP _ _ g ctt 2~ a °a~ R F p 1 p p
- - as on '4dunnq,~inu•uniui~~~~ ? was de raded b timberin activities and subse uent ditchin is a roximatel 1065 ft. 9 Y 9 q g pp Y
0 .u Q
31.0 J ; ~ Q6 • ~ Ion . Im rovements to the stream will include widenin the channel width and flattenin 9 p 9 9
Z ss 3~, •o ~ 3oy 0 m the bank slo a addition of riffles and ools and addition of directional flow vanes and
G N z zd„~ 305 p•~3", 3~ R p, p ,
~ D ~ ~ ~ ~ o ~ ~ root wads. The len th of the stream will also be increased to a r xim I 1 I'n o ate 229 i eal 9 pp Y
m ti~ •o ~~1 ~ ~ Kati
J~ •0 wel~aNO~snR ~ iswa ~S RECREATION f et. T I X w r r e ota o bo a eaa c Bated is 072 acreas. Stream attern dimension & rofile p p AREA
~,P • a, p• VICINITY MAP ~ N5P ~ 'EIP m ''•p• ' 0 o will be constructed based on natural dimensional deli n rinci les and calculations for
N.T.S. •o• 3 ~ s _ 9 p p
_ _ m ° urbanized watersheds.
m - _
d•. BLDG #1
/ S. ••o TWO A roximatel 3 acres will be disturbed for the stream restoration ro'ect. Erosion pp Y p 1
EXIST. •Q • • aSMH • BEDROOM - UNITS control will be rovided b restrictin flow thro h h d
•O POOL ESM'T MAINT S14°4T01"E ~.ESM'T u t e own stream culverts. Also, p Y 9 9 S14°4T01"E 1"`fL=315.2
EXIST. BLDG SSMH ••0 ~ •Q ~ x _ 231.70' 2S'FL=324.5 levels readers will be added to the dischar a oints from h r 231.70' p t e o osed avement areas.
~ •p " 9p pp p -
~ •0• POOL _ Oxbows will be excavated to im rove TSS removal flood stora a and am hibian habitat. p g p
~ * x • ~ ~ y _ BLDG #11 Th r s' n r . e e o io cont of is an addendum to the existm erosion control ermit for this site.
p' ati •0 ti° ~ ' x x - x - TWO 9 p BLDG #2
~F 2 0• BEDROOM •p UNITS - ONE
' _ BEDROOM ~ ' UNITS
• - 0• 2"~L=323.3 ` ~ i ~ 1~'FL=318.1
D 2"~L=327.4
_ • 0• ~
• , ~ ,I'
~ 0 V - BLDG#10 _ i
M~ ~ 0 TWO I$'~ f$ BLDG #3
~ ` ••0 •p I FUTURE ' BEDROOM N ~ • _ _ _ _ CONSTRUCTION. TWO
Qi 0 UNITS ~ ~ ry ^ - 1 FL-316.1 - BEDROOM _ uNlrs LEGEND NOTES:
'Z ~ g EI J 2"'~L=325.4 Op ~ ••p 16iFL=322.6 DENOTES IRON PIPE 1. NO HORIZONTAL CONTROL FOUND WITHIN
• • ~ • r i - 2"~L=331.9 2,000 FEET OF SUBJECT PROPERTY. IPF IRON PIPE FOUND 2. THERE ARE NO NONCONFORMING
O SIP SET IRON PIPE STRUCTURES ON THIS SITE.
0 DENOTES "PK" NAIL (CONTROL) 3. AREA COMPUTED BY COORDINATES.
• _ Op• - EPK EXISTING "PK" NAIL 4. REFERENCES: PLAT CABINET 4 SLIDE 177, i ' ~ DEED BOOK 635 PAGE 73 &
rr^^ ••0 ••P - _ BLDG #9 ~ u ~ N1F NOW OR FORMERLY OWNED BY PLAT CABINET 9 SLIDE 42-D. i i _
vJ • p•• ~ r~ 0•• FUTURE _ FUTURE BEDROOM •J• ~ 0 56' CONSTRUCTION CONSTRUCTION,;- UNITS DB DEED 600K 5. THE SUBJECT PROPERTY IS NOT WITHIN A SPECIAL BLDG #4 PG PAGE FLOOD HAZARD AREA AS DETERMINED BY REGINALD
• • V • • ,oQ` •0 I r TWO ' BEDROOM PC PLAT CABINET BUIE OF THE CITY OF SANFORD, NORTH CAROLINA,
•C •0 RECREATION ~ - ~ FL=31ss O • • _ _ - 2'~L=327.8 UNITS SSMH SANITARY SEWER MANHOLE AND REFERENCED BY MAP N0.371 056 006 B.
~ ~ ~ 0 AREA Q p'FL=323.5 TBM TEMPORARY BENCHMARK 6. TBM - RR SPIKE IN MAPLE TREE NEAR APT. 185 ELEV=335.61
"V f~j v • 2"~L=332.8 RR SPIKE IN BURR OAK NEAR REC CNTR ELEV=315.08 - ALL PROPERTY CORNERS DISTINGUISHED 7. ALL DRIVES AND PARKING ARE PRIVATE.
Q Q' _ - rr^^ 0 QZ _ W - BY IRON PIPES UNLESS OTHERWISE NOTED
vJ ~ • - • ~ ~ _ Q ~ V
O 0 Q • a 0 EIP. O - Q BLDG #S J
~ ~ 0 0• FUTURE a TWO a0 oc FUTURE CONSTRUCTION FUTURE BEDROOM - BLDG #5
Q- ~ . CONSTRUCTION Z CONSTRUCTION: • ~ • ~ UNITS • • • ONE - - BEDROOM
EXIST. •0 ~ Q 151FL=320.5 UNITS _ ¦
SSMH p• 0 P• _ _ 2"'~L=329.8 1~'FL=325.1 2"~L=334.4
aF _ Q w~ ~o .
_ ~ 0
~~i` r.
~ ~ S00°31'06"E _ - ¦
m~ : _ BLDG#6 ee ie
~ ° _ - i TWO BEDROOM
• ti WALNUT COVE UNITS ¦ ¦
o• 19iFL=327.3 enera ro ec n orma ion
• 2"~L=336.6
- _ - _ - s • _ - s _ _ ¦
• - - e ora ion an
_ - - - i 1• _ _I
• EIP ~ FUTURE FUTURE FUTURE ' ' BLDG #7 '
S 89`1'28" E EiP CONSTRUCTION CONSTRUCTION CONSTRUCTION FUTURE FUTURE CONSTRUCTION - ream ro i e ' TWO EIP
2~ 94' _ - - CONSTRUCTION BEDROOM
~ ."'Cp ¦ ~ co 0 ~ o, 0 _ ' UNITS ¦
N w • F ' 15TFL=333.0 ~ o re m n uv a s e s e i as 2 ~L-342.3 a o
- ~w
i 1 Ui
EIP " ~ • W is ioen ineerin n r i n i a os o e a s m
4 :EIP ~ ~ ~
i ~ s i an in n oni orin an
r • • • •
i r • ,y a ~ ~ ~u~nnnq.u • • •
~ ~ 1~ 3to
~ sOF
m 9 0 n
0
m 0u r o a a~ m
a3 EM ad vu fm rot
_ Z ENGINEERING & ENVIRONMENTAL DATE:
Culvert System 1 8114143 SCIENCE COMPANY
yak ~ Bran 3008 Anderson Drive DRAwN:
a v ~ nh Rd U~ Raleigh, NC 27609 [phone] BRS
lmp+~ MZ II ~p ~ Z U~ Z
~Z General Project Information WISED:
Madison Park
a _ w.. - - w- - ~
AMOS tsn0ges Koaa SCALE:
See Drawing t. Sanford NC
Scale V= 60'
The Keller Group Sheet No.
PO Box 130
Sanford, NC 27331 of.

Planting Schedule;
A. Grass Revegation in Riparian Zone NETTING DETAILS
1. Spread topsoil over disturbed areas and leave surface reasonably smooth and uniform. 1P_.1Rh d. 1fTV.P~ ° d'
2. Scarify surface to prepare a seedbed four to six inches deep. Use such equipment as
tilling, discing, tracing, or the teeth on a front-end loader. ogon=knd
3. Mix lime and fertilizer with the soil during seedbed preparation. rs , EXIST. SSMH
4. Seed on freshly prepared seedbed.
5. Mulch all seeded areas immediately. EPIC EIP
6. Inspect seeded areas and make repairs within the planting season. If vegetation is over 60°/, CONTROL ~ CORNER
damaged, repeat steps 2 through 5. EXIST.
SSMH 2
7. Seeding Schedule N28'02'36'w63.16' ~ye?r' ~ W h
(TIE LINE)
Switch Grass 30 lbs/acre L 3 R 89°02'18" E193.13' EIP S 88°45'34' E 500.67" EXIST.
Rye (Grain) 35lbs/acre = `mod ~r_ Ala sas°o2'1a'Eiss.13! SSMH
10.10-10 Fertilizer 500 lbslacre wed - 'EIP - - _
Lime 400lbs/acre Loma ps4=hvmgmdrnx1ppue EPN 320 Mulch 40001bs/acre NETTING INSTALATION SPECIFICATIONS CONTRO / EXIST. SSMH
u CORNER'.,
1. Start the laying of net from the top of the upstream and of the channel and unroll it downgrade. , j /
Note 1: Fertilizer and lime application rates may deviate from above if soils are analyzed for Do NOT stretch the netting. i~G r ~~i rt ESMT W~W0
0 tlnlUm rates. 2. Bury the upslope and and staple the net every 12" across the top end, every 3 feet around the edges I ar g p and across the net w that the straw is held closely against the sod. Do NOT stretch the netting when stapling. 315/ B. Grass Revegation outside of Piparian Zone p/
3 -R-- ~ S24*15'4T'W i 100' j / POST OAK DRIVE (30' R/W _ PRIVATE} n~ 208.62'
EIP L Prepair seed bed as disseussed in (A) above 8. Netting strips should be joined together along the sides with a S' ovedap and stapled together.
2. Seeding Schedule
Apply: Agricultural limestone - 2 tons/acre 4 with the previoueN '"aid uPP ppernoll. Turn underp8"" of the 18" ov da p s anwith d stapPle eve ry s 12" across the end18^ 310 P Fertilizer -10.10.10 analysis ® 900 lbslacre Al 310 C~
r r ,7a 305
superphosphate - 500 lbs/acre of 20% analysis / , ? za•w
mulch - 2 tons 80 bales) Straw/acre soo• .w --t1~ ~ ~ I
/ t _
SEEDING SCHEDULE wos~` RECREATION `Scale. 1n-60'
AREA
Date Type Rate`' /SILsa N
Aug 15 - Nov I Tall Fescue 120 lbs/AC Riparian Planting Detail with Netting
Nove I - Mar I Tall Fesue 120 lbs/ACj
&Abruzzi Rye 251bs/AC 146
Mar 1- Apr 15 Tall Fescue 120 lbs/AC - - BLDG TWO
Apr 15 -Jun 30 Hulled Bermudegaee 12 IbsIAC EXIST. BEDROOM J
June 15 - Aug 15 Tall Fescue and 60 lbs/AC - - SSMH ESI .u UNITS --POOL-- MAINT S 4°4701 E 1"FL=315.2
i " Brown Top Millet 351bslAC I 3.FW ,.r' r Exus1 BLDG 281FL=324.5 L
+ Sorghum - Sudan Hybrids 30 lbs/AC s SSMH i r * ~ i 23- -
" 1.70' f~ oP 1 x - -C - - POOL
SLOPES (3 TO I AND 2 TO l v~ g '~NmW r r cb V/ ~V L- - -
'x ~ BLDG #11 / TWO
Mar 1-Jun 1 Serioea lespede2a (scarified) SO 1bs AC BLDG 2
and 140 EON SpM',.L^I P`FL 3R M
Mar I -Apr 15 Add tall fescue 60 lbs/AC / 2" FL=323.3 rFL=318.1
Mar 1- Jun 30 or add weeping lovegrass 5 lbs/AC 2'FL 327 4 ~ .
Mar 1- Jun 30 or add hulled bermudagrass 6 lbs/AC II _E_
Jun 1- Sep I 'tall fescue 60 lbs/AC brown top millet
35 lbs/AC J y Tr 141
• sorghum - Sudan hybrids 30 lbs/AC m BLDG 10 LEGEND
Sep I -Mar 1 Sericea lespedeza L7 BLDG #3 TWO FUTURE IIF 'BEDROOM'. lr", -1 TWO
r (unhulled - unscarified) 70lbs/AC 0 a r; CONSTRUCTION,, UNITS" BEDROOM
and tall fescue 50 lbs/AC - PTFL=316.1 t UNITS 2"FL=325.4 2'FL--322.
Nov 1- Mar 1 add abruzzi rye 25 lbs/AC
Riparian Zone
Consult conservation engineer or (MRCS) soil conservation service for additional Q~ I ~y
information concerning other alteratiives for vegetation of denuded areas. hry VY
The above rate combinations are those which do well under local conditions;
other seeding rate combinations are possible. ~o4~' FUTURE FUTURE TRUCTIONS- CON TRUCTION'rr L232 r1 BLDG _ TWO
I a - BLDG #9 CONS rrII TWO
" Temporary -reseed according to optimum season for desired permanent RECREATION ik 4J r- BEDROOM P .CREATION _ -L UNITS 1
vegetation. Do not allow, temprary cover to grow over 12" in height before AREA Zone 1 rl AREA ~~---1 ? ~ ~ - I ~ ~ ~ . } PFL-023.5 ~
mowing otherwise fescue may be shaded out ~zp'y~ 93 2"FL=~332.8
C. Tree Planting o~I ',A J j ~Ae er ~Ir / ~ - QUALItYSECI°)N
1. Plant sapling trees per the suppliers recommendations. Q BLDG #8 J
2. Tree shelters may be necessary to minimize preciatation by herbivores. FUTURE "UTURE FUTURE d - FUTURE TWO L
3. The trees shall be planted on 10-ft centers with each row of trees staggered with ° CONSTRUCTION I CONSTRUCTION STRUCTION - ! BEDROOM I~ ONE z CONSTRUCTION ; I UNITS C Zone 2
i the next row of trees. i SSMH F - - 0 i~ PFL=320.5„ BUNK SpM_
4. Tree planting schedule. ^ i ~C (.5 2NFL=329.6- J i^ri~1
Riparian Zone: '
Green Ash, River Birch, (Dogwood, Forsythia, Willow) live staking 1__TT 7
SOO°31'OB'E DG #8~
Zonal:
American Sycamore, Green Ash, Tulip Poplar, Water Oak ti OVE BEDROOM WALNUT C - - TWO - UNITS
ti
~L, 2"FL=336.8
Zone 2: 1 ~ _LLL_ I - r PfL=327.3 ~_:1 1. ~ I ,III ~ ~ I ~
American Sycamore, Tulip Poplar, Southern Red Oak White Oak I F -L
Note 1: At least two to three species of trees will be used for each zone. The actual species
FUTURE of trees used will depend on availability at time of ordering. EIP , s W01'2e" E; CONSTRUCrIOfJ cc FUTURE ~ FUTURE ~ I CONSTRUCTIONS FUTURE ~ > BLDG #7
228.94' i LL u TIO CONSTRUCTION FUTURE < L EIP ' CONSTRUCTION ; TWO CONSTRUCTION BUM SOM
PFL=333.0 L) 2"FL=342.3 $
~e s~ -
EIP 1 II~~J, II a m
Tree Planting Spacing for Zone 1 & 2 EIP
~J
I
Ah A
9' 10 Coe
10
h ~10
ee L°L gg ENGINEERING & ENVIRONMENTAL DATE:
2 C SCIENCE COMPANY 8/14/03
101 ! it J 3008 Anderson Drive DRAWN. Raleigh, NC 27609 [phone] BRS
10' /
Planting & Monitoring Plan REVISED:
1F"~~~u~Z Madison ark
pZ~l~-
1 q4 Amos Bridges Road SCALE:
Sanford NC See Drawing
15472 '
o=, The Keller Group Sheet No.
P. O. Box 130 6
Sanford, NC 27331 of:

` \
~S LEGEND o~ '~v
~ ~0~ ~ DENO"TES IRON PIPE
~ IP IRON PIPE \ 36..
0 \
~~t' ~ DENOTES "PK" NAIL (CONTROL.) IP SI ~E \ \ \.Y
SSMH SANITARY SEWER MANHOLE ~
PC 9 SL 42- D -
J' ~ TAL PIPE 24" CMP ~ ~ CMP CORRUGATED ME ~a ~ INV=311.08 ~ \ \.,FOG,
INV INVERT (PIPE) 18" CMP ~ \ qSp ~F 1~ ~ gSpyF
~ 1NV=310.71 ~ ~ ~ \ ~FIj r ~,ICT
S 18" CMP A. x2 INV=310.60-'"~ \ CQ~,\
~ S S ~ ~ OF'
1 ~ A \ qSp\ ~ A I 373 N,q ~
VICINITY MAP ti ~ ~r T
N.T.S. , v'~ 3~• 1 ~ \ SSMH
~ ~
Ala NO iES:
1) BENCHMARK -RAILROAD SPIKE. IN MAPLE TREE NEAR ~ w \ ~
= 335.61 a N APARTMENT X185. ELEVATION ~
2 WETLANDS SHOWN PER US ARMY CORPS ~ ~ ~ \
) ~ ~ N \ CONTACT: PAT 5HILLINGTON (919}781-•7798 f as ~ ~ \ \
\
\ ~
36" CMP ~ 371 7.50' - 7.50' - ~ '
INV=308.54 r ~,p N~ \
36" CMP ~ INV=308.65 ~ ' ~ ~ 26 \
LINE TAQLE 36" CMP 2 y3, ~
LINE LENGTH BEARING INV~308.62---------r... ~ ~ / ~ ,y i~ SSMH
L1 17.70' N32'58'50"E 36" CMP 3 _ _ ~,J` ~ J-.- tip/ . t2 50.18' N66'41'27 E INV=308.70 x..._____09 ~ ~ ~
1.3 20,33' N65'49'17"E ~ ~ ~ ~ ~ ~
7T 3 L4 17.02' N8 23 _
5 56.05' S52'16'30"W \ ` ~ _ " "30 ~ ~ ~ L ~ , - ' 9 ~ ~ \ ~ ~
L6 37.68' N81'51'07°W , ~ ,
~ • ~
~ ~ ti~
~ , ~ ~ OLD DITCH ` ~ ~ SSME{
~
' THAT THIS COPY OF THIS MAP ACCURATELY DEPICTS THE ~ ~ ~ " ~ ~
1HIS CERTIFIES ~ , ~ BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER \ ~ S~~, _
NED BY THE UNDERSIGNED ON THIS DATE. UNLESS ~ ~6 ~ ACT AS DETERMI OR OUR PUBLISHED REGULATIONS, THIS 36'w`~. \3~ ~ - ~ ~ \
THERE IS A CHANGE IN 7HE LAW N 404 JURISDICTION MAY BE RELIED UPON FOR \ ~ \ X33 ~ TERMINATION OF SECTtO ~ ~ DE \ \ ~ ~
A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. TFIIS \~V ~8S' ~ ~ \ ~
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS ~ WETLANDS DELINEATION MANUAL. ~ \ \
~ , ~ RI( NAIL s'.
\ ~ y ~ .307_ NAME _ \ - - - 4.105 ACRES S.~MII _.307 _ _ 9 '"5`~:~~ , ~C~77
~ AV - - y ~ ~ ~ P~_ , <'ao ~~~,1
TITLE _ ~r-- ~ \ I IP V ~ ~L. ~ ~
DATE - ~ ~
~ L ~ ` T
AID # _ - ~ ~ ~ AV ~ A N~ ` ` ~ 4
NEW DI~C1~1._ A\ • 0~ `6 3 ~ ` ~ . ~ ~ A 8 F
~y ~ x.33, ~ " ~ ~ _ V
\V~ SL;~. ~ ~ L ~V ll~
\ ~
~ ~ ~
~9 ~ \ s~, ~
~ ~ ~
~ ~.~oe,
jr
DENVER LEE McCULLOUGH, PLS L-4182 ~;~,fi' ti• ~~d ~ ~o ~ e~
~ c,, ~ ~ ~ ~ A
l ~N IP ~ Cv
» ~~1~`S. .Aw ~ ~ A~
1 14.60 ACRES - ~ ~ ~ ~ -v ~ ~
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t"'w i11G~,~5,4 ~ ~ A C~' ~ ~ o ~ ~ \ ,~p0 ~ ~ b, ~n
~~~M1CA~M,.1 ~"n~, i \ ~
S2~ ~ ~
~ ~ 3 „ \ ~9> ~ w
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~ ~ ~ `~0 A\ \
\ ~ \ k
s \ \
\ - ~ - -_.1 ,i iW~~2
~A IP ~ iP
-Wr:TLAN(JS AREA
V ~U \ W--1 -
WE3-4~ ~ ~A WQ-3
\ ~ 5
\
u' ~ ~ WH..1
5oz s w
1h'B 1 ~
~ s \ u
~`V ~~303~-- -RIP-RAf'
~ ~ ~ c~ AREA
3~,, ~ ~ ~ CONCRETE
~ NEADWAI_L
.r \ ~ ~ ~,56" CMP
~ INV=:501.69
~ " iNV- 301.,~~
-..r-~---.- 40' CME
INV=301.33 t ~~`.r__ P 4C CM
INV-=301.28
RIP_ RAP- ~ \ AREA `CONCRETE
(OF:WALI
GRAPHIC SCALE
~0 0 20 ~o so Aso A TOPOGRAPHIC SURVEY 1!
AND WETLANDS L0CA710N FOH
e niTrw pci nreTin~i er p i c a~s~~
( IN FEET ) VI I VI I I\4LV VI\ IIVI\ /1l I .v. 1 vR.
i inch = 40 It
MADISON PARK 404 HOPE MILLS RD, SUHT 4A FAYETTL-VILLE, NC 25304
TOWNSHIP: WEST SANFORD COUNT Y: CUMBERLAND PHONE: [phone] FAX: [phone]
STATE NORTH CAROLINA DAIS. 05/06/2003 ;IJI~VEYIU UY: DENVER McCULLOUGH DRAWING
SCALE 1 =40, DRAWN BY: MICHELLE LEE Ill _E NAMI::
PROPERTY OF: THE OAKS II OF SANFORD, 1_1_C CI<CI~ h "C - KE:LLERWET CF( CIU"UBEl 7EJVMcCUllOUGFand

i

Level Spreader
Cross Section
NTS
Material
Typical Rock Vane Details stapled in
IC al R NTS ootwad ross ectlon place ~ _ t Variable ?
( ) Yp ~ _ i?
T Plan Vlew j_ 1
- A - fiber Glass ~ _ 1
- - - - 1+~tting
Stucture spans 112 to 213 of stream width. Build up rootwad to
Bankfull bench with sod Level lip
mats andlor transplants of spreader - - Buned
8anktull _ 6» min
L
V A5 `p°g r Level S reader S p chedule
X10" a`amate
I
Note: Pers ective Vi De th Entrance Width p ew P Length
Rocks i n Note: Orient rot wads upstream so that the stream vane flow meals the root wad al a 90-degree angle to deflect the water away from the bank. NTS No. A, ft B, ft C, ft
are not spaced and 1 0,6 16 20
rocks should be 2 0.5 10 10
fit tad Indlvlduall " ~ 3 0.5 10 10
Y to avoid gaps. Header Vegetated 4 0.5 10 10
Diversion
- rock should be offset Flow
upstream of the footer rock. 20-30
Scour be , Heath the footer - Transition Stabilized
rock can cause fall ure. Slo e to O grade P
Use 250 Ib rocks with smaller v . ~ _
rocks to fill voids.
Stable ~ ~
undisturbed
outlef
T ical Pool Cross-Section 1
Yp
NTS
14.6' Notes
, 1. The matting should be a minimum of 4 ft wide extendin 6 inches over the
g lip and buried 6 inches deep in a vertical trench on the lowered e. The
~ , g upper edge should butt against smoothly cut sod and be secure) held in
` 1~ Y place with closely spaced heavy duty wire staples at least 12 inches Ion .
Profile ~ ~ 9 2. Ensure that the spreader lip is level for uniform spreadin of storm runoff,
3.1 to 5.1 g 3. Construct the level spreader on undisturbed soil (not on fill ,
Bankfull Stage ~ 4. Construct a 20-ft transistion section from the diversion channel to blend
` , smoothly to the width with depth of the spreader.
` Note: Cut stream bank slo es in benches nches 5. Disperse runoff from the spreader across a properly stabilized slo a not
for better establishment of ve getatlon _ ~ , in o P to exceed 10 /o. Make sure the slope is sufficiently smooth to kee flow from
Flow-~ ~ Y , cone n r P e t atmg.
6. Immediately after its construction, appropriately seed and mulch the entire
Scow Hole Channel Bed ~ disturbed area of the spreader.
Channel Subpavement -
Upstream End of
Culvert
1 2 Pipe Dia,
114 inch thick Grate
with filter fatric
T ical Riffle Cross-Section Yp
Cross-Section NTS
Note: Tack welled metal Conaete grate to culvert,
--Slope and vegetate banks
1 --Bankfull bench 4.
Stone Filter Inlet Projection (NTS)
2 - _ _ _ 2 _ 1 _ ~ ,
1.3'to2.3' 1,~__
- ~ ,
,
Bed Elevation
ENGINEERING & ENVIRONMENTAL DATE,
SCIENCE COMPANY 8114103 3008 Anderson Drive DRAWN;
Raleigh, NC 27609
[phone] ERS
Bioen ineerin and T ical Erosion Details xEV?sED. g 9 YP
iviaaison rarK
Amo SCALE: s Badges Road x. Sanford N NTs
l
The Keller Group Sheet No.
P. 0. Box 130
Sanford NC 27331 of:

+ 75. i n7 tat o + .8 m o. + se u ve .6 86 11 tation
79 4 + tation 10. tation
stream iew View Downstream
_ _ _ _ _ _
_ _ _
_ _ - _ _ _ - ~Y 9,aae
10 3 / 10 1 1
310 310 _ _ - 1 + _ - - 1 1 1 1
_ _ _ _ 1 1 _ .__.316.24_-- 1 1
_ 1~/ rode _ 1 1 1 1
1 /
1 , 1 1 1
1 , + -r - , 1 Propose Stream
+ _I.._. - - _ 1 1 - _ _ _
1 I _ 1 1'.___ - - _ - _ - 1 - -
- r 1 I 1 ~ 1 _ _ 1°/;-glad _ - _ _ -
Propose Stream - _ I . 1 _ m ¦ 05 _ _ ~ 3
I 05 /grade 1 1 y~ 305 1 ~ - _ _ ~ - 1.... _ - 1 , ,
_ 1 ; ; h I 1 h oxgwl I __1 _ _i _ _ _ _ _T_. _ - 1 1 - - - -
- I , 1 1 1 1 1 I h I -1 - _ - ~ I 1 1._ _ - - I 1 ~ - ~
_ 1 i._ _ 1 ~ 0 _ - I 1 I O 1 1 -1 a 1 1___. _ _ - - ~ ~ 0 _ _ - ~
- i 1 ~ ~ 1 1 O 1 I 11 _ 1 1
¦ 1 I 1 1 ~ - _ _ - 1 I _ _ - 3ae7 ~ oe64___ _ _ --30B:E2 8,86
> Propos d Stream _ 03.31 0 A\ ~ ._..808. _ ...308.05
j 1 - n1 _ _ _ _ - _ _ 1 _ _ _ _ W _ 1 W _ _ _ W _ - _ _W _ 3 Zri
_ - Propos Stream ~ ~Y W -
_ _ _ W _
300 W 3 00 _ 00 _ _ o _ 30 ~ ~ - _ _ _ _ _ _
_ _ _ W - W
_ _ _ _ _
_ _ _ _ _ _ _ - _

_ _ _ _
_ _ _ _ _ -
_ _ _ _ _ - -
_ _ _ _
295 295 295 295 _
20 4 160 120 100 80 60 40 20 20 20 40 60 80 60 40 20 0 140 100 80 60 40 20 40 60 80 40 20 40 _ _ - 20 20 _ _ .
nce la s I nce a s nce - ia s
nce la ~ Note. Cross-sections are left
to right looking upstream
Scale:
Horizontal: 1" = 30' nce is s ance Is
Vertical: 1" = 2.5'
Existing Ground Surface
proposed Ground Surface
O ¦ m se ve u n View Pla
~A.,
m View Downstrea em o. ~A~
View U stream p v s ue 308.54
View Plan ~~~~5 308.65 Downstream
` Downstream 0a~~ 08.62
_ _ 0. m e s _ u ve Pt°x~ ~ PP ~ 308.7
300 _ 300 15.
- a .z~zss
- _ Road Road Re ~ • rain
mg W all
_ _ Fill
oe _ ~ - , Embankment Fill
- ~ Slope Embankment ~ ` ~`irr,
2~' _ _ _ _ v\s 3 _ Retain n Wad G e~ Slope
_ 308..4_. _ G 61 316.65 -
_ _ _ - t3 ~
. _ 3oa.so e~ ~ ~ 309 ~\J
_ G 309 ,0~ g0 309.43
° _ eon
h ^ - 5y5 _ ~ 0
_ - .~c Roadway F ~,o R Roadway Right of way 17.3 Oad
0 e 5 e yR.
Retaining Wall _ _ ~ ~ght, _ _ ~ c-7 ~ off.
soz,oe ~ _ _ _ - c < wa < < ~ Y
30 301.28.. Sot. C ncreteApro ~ _ 30 _ 1'~- _ _ ~ 3 3 m m ~
30 .28 1.33 ~ I - W _ _ _ ' ~ ~ ; Scale 1"=10 31724
Rip Rap _ _ Concrete Slab Note: Pi es are Corru ated Meta _ _ W p 9 W 300.42 rru ated Metal w w rn 9 rn
o. 9 Upstream ~ 300.43
299.53 1
_ Upstream
_ _ _ _ . _ _ \\~;~t~ Rip Rap
F~ ~ _ _ goo
Fill I
Embankment
_ _ Sto e Scaled"=10 p
308.03
_ _ _ 307.77
3 8.05
308.31 Note: Pipes are Corrugated Metal
Upstream
nce . ~a
nce la
- GINEERING & ENVIRONMENTAL DATE:
- ction I ross e dina roSS ection EN I udina Lon it 8114!03
Lon itu SCIENCE COMPANY 3008 Anderson Drive pgA~;
Raleigh, NC 27609
Road 919 781-7798 ERS c ~
Retaining Wall Road _ _ _ Retaining xEVtsED:
Downstream pstream wall Stream and Culverts Details
Madison Park
- Omnc Rrirlnac Rnarl scALE:
/ \IIIVV VI INMVV 1 VNn V Sanford NC See Drawings
Concrete Slab Scale Vertical:1"=10' scale: Sheet No.
Horizontal: 1"= 10' Vertical: 1"= 10' Downstream The Keller Group 4
Honzontal:l" 10' PO Box 130
Sanford NC 27331 of-. 16