20070180 Ver 1_Site Plan_20070130

SPILLWAY
1' MIN. FLOOD WIDTH
ZONE TOP BERM
2 MAX.
z 'q, t
SPILLWAY ELEV. 1 r-
A A oa -ar 1.. 1.. 00
60' R-O-W
b
FLOW BOTTOM . .
ROADWAY CULVERT EXISTING EXISTING PIPE BOTTOM cfl v
WIDTH ~ i
DITCH 6' 13' 13' 6' DITCH DIA. R TRANSVERSE SECTION
12" 7'
PLAN VIEW 15 7
iMRril ~C}
CARRY RIP RAP U 11-0"
1 ~FT 1 4" FT 1/4_ _/FT i„/Fr 18" 7' R 24 7' SIDES OF SPILLWAY MIN.
3.~ 1 ? 8.. ABC STONE 3 2> 30" 8' #5 WASHED STONE
MIN.
I~III~ IIIIIIII~I~III~IIhIII~IIh 1 ~ ?~1 1' FLOOD STORAGE ZONE ®
TOP OF BERM Q-
IRAGRID 2XT REINFORCEMENTCOMPACTED EARTH CULVERT
FABRIC GEOTEXIILE FABRIC ~p FREEBOARD ~i TOP ELEV. OF STORMWATER MAX. S 3' TOTAL BASIDIM ANPTcSTORAGE ZON 1
2" S9.5B ASPHALT SURFACE SECTION A-A 2
USE 2" TO 3" STONE. 1.5' MAX. SEDIMENT DEPTH,
TYPICAL ROADWAY 1. NOTES: N.C.D.O.T. CLASS 1
RIP RAP (UNDERLINE
3. ONCE THE AREAS UPSTREAM ARE STA?!LIZED BY VEGETATION,
CROSS ' SECTION 2. PLACE STONE OVER STREA GEOTEXTILE FABRIC. THE THE SEDIMENT TRAPPED BEHIND/WITHIN THE DAM SHALL BOTTOM LENGTH w/ MIRAFI 70OX FILTER FABRIC OR EQUAL
NOT TO SCALE BE RELOCATED TO AN AREA UNDERGOING FINAL GRADING, MAXIMUM LEVEL OF SEDIMENT COLLECTED. 8' MIN.
4. THE CHECK DAM SHALL BE FLATTENED AND GRADED IN A MANNER WHICH PROTECTS FS CLEAN BASIN WHEN THIS LEVEL IS REACHED
THE AREA FROM EROSION AND CHANNEL BLOCKAGE, (GEOTEXTILE MUST BE REMOVED). ED).
WNW 5. THE GEOTEXTILE FABRIC SHALL BE DISPOSED OF OFF-SITE.
6. THE AREA CONTRIBUTING TO THE CHECK DAM SHALL NOT EXCEED 10 ACRES. AMCLW1 MAU LONGITUDINAL SECTION
F
SEDIMENT TRAP SCHEDULE
TYPICAL INLET
NOTES: 1. TRAP SHALL BE CLEANED OUT AT 12 MONTH INTERVALS OR
° PROTECTION DETAIL UK6M UM WHEN MAX. SEDIMENT LEVEL IS REACHED. REPLACE FILTER
NOT TO SCALEM AS REQUIRED.
CLW ~ R l TYPICAL CROSS SECTION 2. SOIL SHALL BE COMPACTED TO 95% STD. PROCTOR MAX. DENSITY.
3. ESTABLISH VEGETATION ON BERMS.
SLOPE FNJ. S 1'-6"
2:1 MAX. MIN. TRAP BOTTOM SPILLWAY BERM
ROADWAY GRADE POINT SHOULDER PRINT TYPICAL NO. LEN. WIDTH ELEV. WIDTH ELEV. ELEV. CN
ISOMETRIC VIEW CLASS A OR CLASS B FL/
STONE 1 56' 28' 0.00 12' 3.00 5.00 0 U L i
DITCH POINT 2 104' 52' 0.00 24' 3.00 5.00 ' J Z co Q N
3 84' 24' 0.00 16' 3.00 5.00 Q J
COMPACTED FILL
TYPICAL LONGITUDINAL SECTION EXIgT',NG GROUND SEDIMENT TRAP DETAIL Q
QUANTITY APPROXIMATELY - I TO 2 TONS STONE
NOT TO SCALE (n
TEMPORARY DIVERSION BERM D M DETAIL, 12 GAUGE 4" x 4" OR 2" x 4" WELDED WIRE HOOKED ONTO ' Cn ~ Q
TEMPORARY STONE DITCH CHECK m.~ 4m PREFORMED CHANNELS ON METAL POSTS, OR FASTENED TO
N.T.S. NOT TO SCALE CEDAR OR WOOD POSTS w/ No. 8 STAPLES Qcl~ m
Mb MW moor npw ULTRAVIOLET RESISTANT (BLACK) MIRAFI FABRIC (30#/lin. in.) ~ m
OR EQUIVALENT SECURED TO WIRE w/ METAL
SKIMMER DETAIL CUPS OR WIRE 0 8" ON CENTER Q
RISER NOT TO SCALE 8 POSTS SHALL BE 8' O.C.
ANA-VORTEX DEVICE ME GAUGE A AS RISER) (SAME GA -TRASH RACK in ~
(1/2"0 STEEL BARS) 15:~ NQ / MAX. SEDIMENT STORAGE LEVEL (REMOVE ~
SEDIMENT WHEN THIS LEVEL IS REACHED OR
CREST OF RISER N _ 2 ~y) AS DIRECTED BY CONSERVATION INSPECTOR)
N.C.D.O.T. #467 AGGREGATE i (ALL AROUND STAND PIPE) FAIC 0TH-HYPE O P 6' WASHED STONE ONE AGGREGATE) -
SKER. SEE DET ~-(2'-B' DIA COARSE AGGREGATE) MAX. SEDIMENT LEVEL n
(1/2 RISER HEIGHT) EARTH BER ANCONCREhTATON so,
hey ~
BOTTOM OF BASIN CMP QOND SHEET DRAINAGE ONLY
u J 0' MIN. .....:a. CONDUIT r
1 "q L .
ANTI-FLOATATION
CONC. FOOTING R RISER PPE 6' MIN
NATURAL GRADE
STAND PIPE DETAIL RISER FOOTING DETAIL EROSION C13NTROL FILTER FABRIC NOT TO SCALE NOT TO SCALE MIRAFI 500-X OR APPROVED EQUAL
CARRY APPROX. 12" OF FABRIC INTO TRENCH (4"x8" deep), z Z Q j COVER w/ SOIL or GRAVEL & TAMP BACKFlLL m F ~
NOTE, REPLACE AS NECESSARY ~ 8?0' i DURING CONSTRUCTION
2, I I RIPRAP SPILLWAY .CARRY 6" OF WIRE INTO TRENCH f E L Q N W N
RISER PIP TOP OF BE EARTH BERM TO BE COMPACTED TO 95% METAL, CEDAR OR 4" x 4 TREATED WOOD POSTS 0 8' O.C. MAX. C3
CREST OF RISER 2 STANDARD PROCTOR MAX. DENSITY TEMPORARY GRAVEL CONSTRUCTION ENTRANCE Q J NICE (CEDAR AND WOOD POSTS SHALL BE 3' DEEP MIN.) °
w
AX DIM L VEL 1 RIPRAP OUTLET FACE OF NT (1 2 RISER NEIGH SPILLWAY TO TOE OF BERM N. T. S. ~ o Q
EXIST. GRADE
CUT-OFF TRENCH NOTE : EXTRA STRENGTH FILTER FABRIC (501/lin. IN.) DOES NOT REQUIRE Q Q WIRE MESH SUPPORT FENCE. POST SPACING SHALL BE 6' O.C. MIN.. o
ANTI-FLOATATION w 1:1 SRIE SLOPES 5
CONCRETE FOOTIN (LENGTH OF DAM) g'_p• ° ' EMERGENCY SPILLWAY SILT FENCE DETAIL z z
is 0* ANTI-SEEP COLLAR (2 REO'O) Id-p" 5'- SQ. SAME GAUGE AS CMP -o
Boz. NON-WOVEN 36" TEMPORARY C-) WNSTREAM SAND BAG DAM - B.U v ~ Q
LENGTH VARIES CORRUGATED METAL RIPRAP OUTLET FILTER FABRIC PLASTIC PIPE TO DOWNSTREAM SAND PIPE (CMP) CONDUI PROTECTION 1 RIP-RAP (CLASS B) 1. R
5` NOT TO SCALE Of } a a-
7 { rP . f =i 3 W 0,
RISER BASIN DAM - SECTION CREEK FLOW ,D c Ile o
NOT TO SCALE I~>> }ITS iI I I III a~ l.: IFI Ili J: :2 _ - A N
SANDBAGS.., I 1 ICI-- l!--I `~,l .fig-
BASIN BOTTOM SPILLWAY BERM [:ZINV. R BARREL FOOTING FOR RISER PIPE BARREL OUTLET PROTECTION TING CREEK CHANNEL EXIS C~$`" 1'`!
NO. SIZE EL. LENGTIi _ EE IN DIA. LENGTH INVAN TOP EL. 'L' 'W 'D' 'L' W d5D THICK. EL. EXISTING CREEK CHANNEL
c SCALE: AS NOTED
#1 47 X 94 0.00 12' 4.00 6.00 30" 3.00 18" 40' 2.00 0.00 3.5' 3.5' 1' 10' 21.5' 12" 18"MIN. 1.50 ! 1 d l! tl i =i ` 36" TEMPORARY PLASTIC PIPE
I 1 ' ; 9 > DATE: 10-18-06 SANDBAGS m DRWN. BY. J. MILLER
#2 48 X 96 0.00 12' 4.00 6.00 30" 3.00 18" 40' 2.00 0.00 3.5' 3.5' 1' 10' 21.5' 12" 18"MIN. 1.50 NOTE: CUT HOLE IN FILTER FABRIC To FIT PIPE a CHKD. BY: P. RUSHING
#3 57x106 0.00 12' 4.00 6.00 30" 3.00 18" 40' 2.00 0.00 3.5' 3.5'. 1' t0' 21.5' 12" 18"MIN. 1.50 SECTION -
FRONT VIEW BI mso'... PROJECT NUMBER ~q°°.°J~..... S o°
(UPSTREAM LOOKING DOWNSTREAM). a aF®~` , F. _ 06004
TEMPORARY SANDBAG/ROCK G/ROCK DAM BY-PASS DETAIL 2"~a> DRAWING NO. SHEET NO.
NOT TO SCALE NOT TO SCALE 0 SCALE D-1 7 OF 7

irm V.
CV _ -

15 / - 1-9
00 20
- 2L o LF 36 SELF 36" CPP N.
v:.
0 1 IN=0.4
I .OUT=0.3 BOUT 0.3 W DIVERSION PIPE WITH a
f If 04 P FOR 11 r•P FOR TWO Rock DAM DIVERSION. 1 WE DETAIL
-9 18~ `o t~
16 - l--
Ipw
I I
27. 21 0
w
Y f r
I --28.2.6
I
F i " CPP' -
V.IN=1.2 I YY
1.1 6 TOPI-O_N- - - I
GRAVEL
i BASIN CONSTRUCTION
ENTRANCE
SEE DETAIL
41 LCr" N DOWSE IXTAL
475.E 8' T8+V
CULVW 1 40 LF, 18° CPP
INSET A„
INV IN 1:5
-
W (II - INW~ -OUT-1.4 AT f r (V NETPflO,
ALL PFD
.22 RES
Z N
O LO
J ZN
/
Q
NIP \ Co pcam" --I Z
W Z
Gil iN4`04'~Gq N 83"44 W
Ct> - - = 1 8.5 -247.9 296.95 296.95'
3 2 4 93 ~ W Q
m F
000 71" 19 FZ
25 W U O Z
1 ^ Q i~ ~(5 N~
N ~
CC Q
ANDS -CD J ~
i / WEAL
/ 24-0-4
RO ~ ~
m
- ` F Yn a
I NT OF C) = Z
Z Z Z
U O
0 a a O
o ~ W o o Q
U 0 W
~ 30' DRAI NAGE EASEMENT W
cn Q Z 1 Np p
N U Q O
1 LLJ
0 U Q o Z Q W z O
W o UIx D 0
LF 36" CPP I IN=0.4 W DIVERSION PPE wMI d of
N 81- m c~ 41

UT=0.3 ROCK DAM DNEFISOK _ = 42.56' NIP P W
FOR TWO ~ SEE oErnL LO \ N <
ry~° ne
SEE INSET „a I SCALE: 1~-40'
/ at J\
% DATE: 10-18-06 82, r , CHKD. BY. P. RUSHING
r UR 110A E / DRWN. BY: J. MILLER
PROJECT NUMBER
NOTE: EXI! NOTE; EXISTING TOPOGRAPHIC DATA TAKEN C6004"
FR( FROM MAP BY GRANT & ASSOCIATES, PA ORAN7NG NO. SHEET NO,
LAP LAND SURVEYING SERVICES C-4 6 OF 7

w
S 84°21'26"E SEDIMENT TRAP
'r if}.....

ETAIL 42 CT TRAP #3 _4 DETAIL ?P #3
v
.::.dam- G
Pow"
L `
-EILL EAI r ~"xs-,e' w'' Sri ! ar : x b
a IT - - DITCH
- / - wN
cfl f h Q(D
i ~
2. 81 m
DRAINAGE/ \
/ 2„ WATER
AalN GE i
l"N
5 STO SI- - 3
I
EX. n
INV. IN=2.91
6" WATER U. IN=2.0 Y 2 2.20 vC -1-55.05L--
EX. 18 PP I o STO
A~ STOP SIGN ,
INV. OUT=2.01 .J t _
E It INI Er MTECtI"N AT 2' WATER
- - PPo 3 1
DETAL y o 8
Iri I _ .t z a 8
x`04"-F-- _ I 10
18" CPP
U. 41=2.85 - 11,3
k
zo
ELECTRICAL, c ' do U W
TELEPHONE E &
CABLE, N \
TOP SIGN -l 40 L NV:N ~t2~ BAI 1 _ z
1 INV.=ti - - - I V,
8 SIGN w w
cf,- m
iiiZZ LJ-J w I' m
L.L - ~ i Q O O Q
< Lo 0, \ "4~ 5
7 R
. W cr) 05 AC E~ IV- 4.05
\ WATER 1 0 \1w D L0
TR RADI
_ 4117- '-E-_ - -
r - o 2
-~7 -
ISER B N #1 6a~,
r ~ ~ a
SEE DET IL ODir -o ! Z C) Z
0 0 I Z ('Q
- 2.31 lal N O Q
~ 1 p z a
0 ~ Qo
13 N 0~
0 z m 1c, V) No o Q
_ REPLACE EX 24' CPP 5
40 LF 24! W. IN, 100 CP ~ o
° a ~ z
!ACE F-N1 1 PoSER BASIN #2 O 0 z W C)
)IN #2 ~?~s,- - - - X83° _
a ~ w Z
_ - _ 07 SEE DETAIL AIL ~ _ ~ , _
Q' 3 3 m (D W
7 - RISER BASIN #3
SEDIMENT
DETAIL- o 0
SEE DETAI 1 4 o o
0
3o' n Q A t A l n. SCALE: 1"=40•
r l ° H I Vf{ EASEM~ I Fir- DATE: 10-18-06
ENT
I I I N 8,3'55'11911 W DRWN. BY. J.
27C CHKD. BY- P. R 2707,63' TOTAL - RUSHING
I 3 L _ r~ e PROJECT NUMBER
06004,
DRAWING NO. SHEET NO. -
C-3 5 OF 7

EIP
2
4K 00 N
2 \ 50' DRAINAGE/UTI ITY W17
23 ~ EASEMENT ASE 9 ~N %ox
-EVE N ~ v N
34,880 SF 35 530 SF 21
- -
16 SEE NOTE 35,013 SF FL00
15. SEE NOTE SEE - NOTE 391 4 SF \ N 20 ~ tREMOV_E
14 JIN6
c Y)
J 15. -3- 7 l
\1.11 ACRES <
1 18
\A D R SE \
' 11/2
\ 13 ~l \ EX. 18 CP J E . 18„ E 18"CPP
IP NV.IN- -2.8 / I V. IN I \ I 1 V. IN .86
IFLOOD ZO E
_ \
I
30 D sEMENT
DRAT E BASIN 1
EIP \ E EA -E A4 T DI
T CHECK, PL4c s 2.57 RES
1 DETAIL L1
Lc)
1 7 10 ..EIP
5 INS \ y F
~LI 1 \ E . 18 P~ \
INV.111<1=2.85 , -
TEIuPOMW STONE - U W ca
5 IN EX DITCH-SEE DETAL INV. .1
r _ 5 !NV L 0. 1 / r%7 Fn
U
r / {;TRAM- CT
\ ' Q
e?urRANCE 4 I Z
SEE DEIA~ S ~ WU
SUB I , N E TRANCE IGN ~~6aN D R A T ESA S #2 U) ww
~m
(4' H , 2 ( \ A REA) ,REA) 4.521 res TBAPOFUM ONE
/ DrrCH CHE , PLACE aC
t~ i Ci::: IN EX 7 E DETAIL ELEC Q o Q
TELEf N
/ CABLI Q
NIP \ 3
41 & M.B. 30, P9.313 STO SIGN LLL ~ 6-) Z \ ~ \
M.B. 29, Pg 8
EIP 0)
z
ck:
L z LJ m w
~ I / W a a
1 k
z M Z Z w
0 0
w cn Zo Q L n F O F
RAD. - 248.73 / a
LENGTH 60.32 w w ° o Q
C
' O W IX N Q O e Q Z
O I / DELTA - 13053'41 Q W Q Q
CH. Br. & DIST. - N 50°39'56"W 60.17' \ o w w Qw Z
\ w O S o w ~ Q
1
I Q
1 I EIP
co to
84°00'12 E - ,
239.12' - ' ' -
t_ SCALE:
n .l r D RA I DRWN. BY: J. MILLER
ASE EASE
- R~ 1 M E I V 1 CHKD. BY: A RUSHING
_ PROJECT NUMBER
I - t C6004
I DRAWING NO. SHEET NO.
C-2 4 OF 7

.:.m zv
U eee,e:r~::.:r
-ba
eeeeerr;
m
:
CONTRA
CORNER -
EIP
\ 24 I ORNNAOTI 120.00' 23 I EASEMEf T I 149.98' \ I I - 12&Oi'
\ 34,880 SF 21
SEE 35,013 , I C R _=M1. _
\ \ t5. ` NOTE I S
EE NOTE I 20 ' IFP . S 64'21'26"E mw \ 8~LB4f 1842. mw"
15. 1 ACM P70
DITCH
I I DRAIN
\ ,3 I~ ~ BASIN 112 I 2' ~r_-era-:
\ P V I .IRA . 1 IBN v I I\ I I 16
V 41 POD \zo AccE - I I ( 8758E 38,458Sft L - 1. I7ICAINAG _ DITCH 0
3 WkJm 134 =13 , EMENT , / \j~ DRAI0 E BASIN 1 I 3oA~LN6~ 1`iPA ( $ 0.66 AC
NA6E_EA QI \ s 2.57 RES - N 5 , - f 4o2 8F X350 j 15
Jr 1 ~`J 1 ] EI g 175.4,3' I
O g \ J Ji 425 8F \ ° , xlarro4"-E- 8 ~E_ Ir IN X91 2 20~ ~v I I - O 20 28094 8F' m 0
1@7295 Alp, 91.4Y 9fz9Q 6 WATER $ ' ° I 758 8F 23639 SF ~ p659 Aq "Y_.aj _ "Y55.p5' 1 -
11aK / 'ZA' \ - 48' . IN= m o 6 AQ C) Lc) 8K1~ F= -3- 27 1 267213F`~ U LL,I
O ~5 aaa°n ? b' \ SOS - Rrv. OLIT4.0 - II STEP SI(i I am I C _ _ ._.n\ _ ~ 21 24998 1o 2 ~ _A 0.61 AC k Z'
3 ~ ' J Z N
I 9 6 _ 09.90 20. I 4 s DR A E--RA- 0. AC
4.521 ro4~E i \ (4 A re 1 \ a , I , \ I I 1 ' ~ CTRICAL. -z}a~zz'i 10. 'A Oil
STOP SIQN` m. BASIN -28500 8F g ::D L-Lj 1-- ez er b.6ro AO, I w Q
N~ \ ~ 8F d I ( TELEPHONE k ( \ © i'.~'- 1 tb, CABLE, TYF' 0 F 1 -77 M.B. 29, Pg. 641 k M.B. 30, Pg. 313 } 1 44-A¢ O I 1
27,988 SF I J' 11 ` ~i ! i A V . S~ 575.6_ t
7::j r .120 LL J Q
~A ~ I I ~a> I ~ - _ 1 I L zaseo O AC 1 T t _ - =,a ._m 23, 25798 { N J m
4ZJ 8F _-Z _ L 25 , 779) DES AO-
J 57,=,9F r - AC = 0.59 " Op U _ t
2 t I, 1.32 AC 4.05 ACRES W o b P
RAD. - 246.73, i / I I 430 ) ~j D I I a WATER \ Q I 25120 9F LENGTH - 60.32' 11 O~ ` Ia I I I I I 29 8F v ; ' 10 IW . I I .O 0.~8 AS 20 8F 0.49 AC ' e-= J EI Z-
DELTA - 13'53'41" 1 - f ' ' ~8 I AC- --(12 2577 J rtrraro4~e " 3 4 2 w C~ Q Q z
CH. Br. & DIST. - N 50'39'56W 60.17' - g9~ _ 006 Ac r - .93~ - 24 1 989 8F e ~C U (v Q
.4Y8'~ SF 4 - 2-82 AC
- - - - - ' F9 ~l EP -f ~ 5 I I - 231 " 41 I 6 00
I I S 84`00'12"E N1P --.1^ 4 1 3
2~• r - C Ac€ L1~ taQ 41,328 W _ ° - = - n 8F 090 ! 1326AC f 86 070 sv - AC iO AC
I _ y `I
0 14 404 4-N o' f,
I V I I a'-6:t
nea+easn~a "V of
~I t 'o
I I I I - - 0. 2 o l 41~ 30 DR'VNAGE
N 83.55'19"W_t -DCICH EASEMENT - I y
I I I 2707,6,3' TOTAi TOW EASEMENT
NORTH HARBOR DRIV I I
I IF`d~/LF BE•
NORTH IIARB f 7W TWO z Z ~ Q ~N a F QQ
SECTION OR SUBDIVISION
C o w
o c~
L Q O
LLI a w xr Z Z
awre / N w O 00NIMM" in w (n
m 5:
rim a
t,, o w 'o 0
PLAN VIEW
Q: w
SCALE; 1"= 100'
NOTE: EXISTING TOPOGRAPHIC DATA TAKEN N o 0
FROM MAP BY GRANT & ASSOCIATES, PA
q (pSR<(pl vgbme/}4^f
.J"•S 9A t.dY l.! aR_
SCALE: AS NOTED b ~'y 4`Q,f,.. •.°7°'p - DATE: 9-12-06
DRWN. BY: J. MILLER
CHKD. BY. P. RUSHING
PROJECT. NUMBER -
C6004
DRAWING N0. SHEET NO.
C-1 3 OF 7
i

GENERAL NOTES INDEX OF DRAWINGS VICINITY MAP
SHEET DRAWING DESCRIPTION
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER NO: NO.
IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE 1 TITLE SHEET
ENCOUNTERED THAT VARY FROM THE INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS. 2 T-1 INDEX, VICINITY MAP, AND GENERAL NOTES
3 C-1 GRADING, DRAINAGE AND EROSION CONTROL PLAN E', 3 f t w -
4 C-2 GRADING, DRAINAGE AND EROSION CONTROL PLAN
{y3 v ice..
5 G3 GRADING, DRAINAGE AND EROSION CONTROL PLAN d A~ y ~ "s fix' 3n~ vy
6 G4 GRADING, DRAINAGE AND EROSION CONTROL PLAN
7 D-1 GRADING,DRAINAGE AND EROSION CONTROL DETAILS pp~ 4 i o
70 sr s` CV
i z X .e4 ~ , ~z p k - - Lpp r -
'In `i.tft >
~i
t £ C n 1 ~iplNtt4 Ln $ tLl
1J
s
E ~ Umbii r7t t
Gmltt ~i Al than
Ozv VTE
SEEDING SPECIFICATIONS
Permanent Seeding Mixture, Dates,
TEMPORARY SEEDING SPECIFICATIONS Temporary Seeding Mixture, Dates, Temporary Seeding Mixture, Dates, Temporary Seedil >rary Seeding Mixture, Dates, PERMANENT SEEDING SPECIFICATIONS Ammendments, Mulch and Maintenance
Site Preparaffen Ammendments, Mulch and Maintenance Ammendments, Mulch and Maintenance Ammendments, Mul menu, Mulch and Maintenanc(titePreperaton Schedules for Well-Drained Sandy Loams
Complete grading before preparing seedbeds and install all necessary erosion control Schedules for Late Winter and Early Schedules for Summer Schedule Schedules for Fall Install necessary mechanical erosion and sedimentation control practices before to Dry Sands; Low Maintenance
practices, such as dikes, waterways and basins. If soils become compacted during Seeding mixture pring Seeding mixture Seeding mixture fixture seeding, and complete grading according to the Project PLans and Specifications. Seeding mixture
grading, loosen them to a depth of 6 to 6 inches using a ripper, harrow, or chisel plow. Species Rate (blacre) Species Rate Qblacre) Species Rate (I s Rate (Iblacre) Species Rate (lb/acre) Sedbed Preparation
Rye (grain) 120 German Millet 40 Rye (grain) 120 Tail fescue 80 Liming- Apply lime according to the instructions listed in the Permanent Seeding Pensacola Bahiagrass 50
Sedbed Preparation Annual lespedeza (Kobe in Piedmont and Coastal Plain, In the Piedmont and Mountains, a small-stemmed Sudangress Schedule. Apply limestone uniformly and incorporate into the top 4 to 6 lespedeza 30 e
Liming Apply lime according to the instructions and listed incoinrytheorale into the Temporary fop 4 to 6 Seeding Korean in Mountains) 60 may be substituted at a rate of 50lbfacre. Mountain dates Schedule. Apply limestone uniformly Mountains Aug. 15-Dec. 1 rtes inches of soil by disking or other suitable means. Kobe lespedeza 10 - Aug. 15 - Dec. 15
inches of soil. Soils with a pH of 6 or higher need not be limed. Omit annual lespedeza when duration of temporary cover is Mountain dates Coastal Plain and Piedmont - in and Piedmont Aug. 15 - Dec. 30 Seeding - Roughen soil surface with horizontal grooves running across the slope with
disks or tillers. do not make grooves less than 3 inches deep nor more Seeding notes
Seeding • Evenly apply seed using a cyclone seeder (broadcast), drill, mAtipack not to extend beyond June. Mountains May 15 -Aug. 15 seeder or hydroseeder. Use seeding rates given in the Temporary Seeding dates Piedmont - May 1-Aug. 15 Soil amendments than 15-inches apart. Complete seedbed preparation by breaking up large 1. From Sept.1-Mar.1, use unscarified sericea seed. dments clots and raking into a somooth uniform surface. Fill in or level 2. On poorly drained sites omit sericea and increase Kobe to
Seeding Schedule. Hand broadcasting shall not be used because of the Mountains Above 2500 fl: Feb. 15 - May 15 Coastal Plain - April 15 - Aug. 15 Follow soil tests or apply 200, Pests or apply 2000 lb/acre ground depressions that can collect water. 301blacre. N
difficulty in achieving a uniform distribution. Below 2500 fl: Feb. I - May 1 agricultural limestone and 1,C limestone and 1,000 lb/acre 10-10-10 3. Where a neat appearance is desired, omit sericea and V,
Piedmont --Jan. I -May 1 Soil amendments fertilizer. Broadcast seed into a freshly loosened seedbed that has not been sealed increase Kpbe to 40lb/acre. L
Small grains shall be planted no more than 1 inch deep, and grasses and Coastal Plain - Dec. 1- Apr. 15 Follow recommendations of soil tests or apply 2000 Iblacre legumes no more than T inch. Broadcast seed shall be covered by raking ground agricultural limestone and 7501b/acre 10-10-10 Mulch by rainfall. Evenly apply seed using a cyclone seeder (broadcast), drill, cultipack seeder or hydroseeder. Use seeding rates given in the Nurse plants J N
or chain dragging, and then lightly firmed with a roller or mulch. Soil Follow amendments recommendations of soil tests or a fertilizer. Apply 4,000 lb/acre straw. R J lb/acre straw. Refer to Temporary Seeding Permanent Seeding Schedule. Hand broadcasting shall not be used Between Apr. 15 and Aug. 15, add 10 lb/acre German millet of l Q
Hydroseeded mixtures shall include a wood fiber (cellulose) ) mulch. PP1Y 2000 lb/acre Specifications for mulching p, ground agricultural limestone and 7501blacre 10-10-10 ms for mulching procedures. because of the difficulty in achieving a uniform distribution. 15 lb/acre Sudangrass. Prior to May 1 or after Aug. 15, add 25 J f `
fertilizer. Mulch Maintenance lb/acre rye (grain). QM f ~J
Mulching- Apply mulch at rate listed in the Temporary Seeding Schedule. Anchor Apply 4,000lb/acre straw. Refer to Temporary Seeding Repair and refertilize damage ice Mulching - Apply mulch at rate listed in the Permaneni Seeding Schedule. Anchor W j Z z refertilize damaged areas immediately. by tacking with asphalt, roving, or netting or by crimping with a mulch Seeding d tes ~J
mulch by tacking with asphalt, netting; or a mulch anchoring tool. A disk Mulch Specifications for mulching procedures. Topdress with 501blacre of n 0h 50 Ib/acre of nitrogen in March. If anchoring tool. A disk with blades set nearly straignt can be used as a ~est Possible r~^
with bP,ades set nearly straight can be used as a mulexh anchoring tool. Apply 4,000lblacre straw. Refer to Temporary Seeding it is necessary to extend teml ary to extend temporary cover beyond mulch anchoring tool. Early spring: Feb, 15-Mar.20 Feb.15-Apr.30 " , Q
Specifications for mulching procedures. Maintenance June 15, overseed with 501bi Refertgize if growth is not fully adequate. Reseed, refertilize and Coastal Plain) or Korean ierseed with 50 lb/acre Kobe (Piedmont Fall: Sept.1-Sept.30 Sept.1-Oct.31 t iI Plain) or Korean (Mountains) lespedeza Soil amendments j 1 (W Q
Maintenance and mulch immediately following erosion or other damage, in late February or early Marc uary or early March. Apply lime and fertilizer according to soil tests, or apply
Refertilize if growth is not fully adequate. Reseed, refertilize 3,000-5,000 lb/acre ground agricultural limestone (use the C)
and mulch immediately following erosion or other damage. lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer. Ct~ ~rMyr-~ LI
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another
suitable mulch. Refer to Permanent Seeding Specifications for O O Z Mulching Procedures. (
Maintenance
If growth is less than fully adequate, refertilize in the second E" year, according to soil tests or topdress with 500 lb/acre Q
SEEDING PER THE PERMANENT SEEDING SCHEDULE SHALL BE PERFORMED BY 77 JRMED BY THE CONTRACTOR IMTHIN 15 DAYS 10-10-10 fertilizer. Mow as needed when sericea is omitted
DAYS BUT NOT MORE THAN 21 CALENDAR DAYS FOLLOWING COMPLETION OF Ill _ETION OF FINAL GRADING AT ANY LOCATION. from the mixture. Reseed, fertilize, and mulch damaged areas
immediately.
CONSTRUCTION SEQUENCE LEGEND
SYMBOLS ABBREVIATIONS EI N ETYP ES
1. CLEAR AREAS NECESSARY TO CONSTRUCT TEMPORARY EROSION DEVICES
AROUND THE SITE TO CONTAIN ALL RUNOFF DUE TO CONSTRUCTION. a
2. INSTALL ALL EROSION CONTROL DEVICES. SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXISTING CONTOURS ~
DIA. DIAMETER rl Cr Z ^ v /
3. COMPLETE CONSTRUCTION AND APPLY PERMANENT SEEDING PER SCHEDULE. 0 MJ MECHANICAL JOINT O N O
PUMP STATION ~ HYDRANT STREAM OR CREEK ° g O {yJ a ~
4. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL PERMANENT VEGETATION ELL ELBOW HAS BEEN ESTABLISHED. oM WATER METER PP ~ POWER POLE VERT. VERTICAL 9 N
5. APPLY STRAW AND ASPHALT TACK TO ALL 3:1 OR GREATER. HORZ. HORIZONTAL PROPOSED ITEMS V) =I
GP -0 GUY POLE 0 Cr 2 r1~
oa METER BOX MIN. MINIMUM 0 o V
EXISTING ITEMS ° W ] Z
WY LIGHT POLE WI WITH 0 a o ry
1XI WATER VALVE HIDDEN ITEMS Ld
CENTERLINE -
0) MANHOLE TREE RCP REINFORCED CONCRETE PIPE Q Q
- CENTERLINE a ? Q
D4 GAS VALVE SR 2015 STATE ROAD NUMBER CPP CORRUGATED PLASTIC PIPE
~ m
SR STATE ROAD - 0 o - FENCES co
® TELEPHONE PEDISTAL 9 STA. STATION
13 US ROUTE NUMBER _ 0, W W WATERLINE C11_ o a 0
ROAD SIGN LF LINEAR FEET
RIGHT-OF-WAY LINE' c 1` a SCALE: NONE
® La All Rnx EcM { EXISTING CONIC MONUMENT EP EDGE OF PAVEMENT
$ VHIL:. iv (O vo
a DRNQJ. BY. J. MILLER S z
' TEMPORARY STONE DITCH CHECK EIR EXISTING IRON ROD CHKD. BY. P. RUSHING
pC oa1Yl%; e PROJECT NUMBER
as O'~ DRAWNG NO. SHEET NO.
eases a erns , 1600
T-2 2of7

2Qfl70180
-Frrrg.c.j Groot S
CC ricre-, couY)A- . ~ L0%
N
Z
cD..
EROSION CONTROL /STOR FOR tMWATE R PLAN f4.)
Q
Cf1 .
TRACY GROVE SUBDI CARIrERET COUNTY, NORTH IIVISION
i CAROLINA
i
PROJECT NO. C06004
REVISED JANUARY 25, 200 Engineer D07
Carolantic Engineering, Inc.
Morehead City, NC
4 t8
DATES 11106105
DRWN. BY, L.HAMPTON
CHKD. BY: P.RUSHING
by t` PROJECT NUMBER P:
Professional Engineer f3 1 ~ _~t
C05004
DRAWING NO. SHEET NO,
Ti
awl, 1 11-11. 1" MOMM-MIM,