20030822 Ver 1_Site Plan_20030702

ACCESS TO NORTH SIDE
RICHLAND CREEK
LTKUPORARY
CON TRUC77ON
ENTRANCE
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- d creek
- n _
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—' ' - \ Wooded SIL T FENCE
115KV
ANK�INtON E `� \ SILT FEN E /
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F N ERSON
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19S`
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/ TOWER LOCA TION
ACCESS TO SOUTH SIDE
o, h RICHLAND CREEK
GRAPHIC SCALE
100 50 0 100 200
1" = 100 FEET
Bio rsuxma r
57
\ 4'( 1 ;
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�01�b
NC HIGHWAY 98
Z
SITE
1P
VICINITY MAP
r= (Not to Scale)
>.i
401 � ALJ
OWNER
PROGRESS ENERGY
412 S. WILMINGTON ST.
RALEIGH, NC 27602-1849
CONTACT: FRED LANZI
PHONE: [phone]
FAX: [phone]
KEY CONTACTS
A. Erosion Control Review
NCDENR
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27687
Phone: [phone]
B. Civil Engineering Consultant
Davis -Martin -Powell & Associates, Inc.
213 �. _ , -- - -ocd Ave .
High Point, NC 27262
Phone: [phone]
Fax: [phone]
`"4 28
PROPOSED
CONSTRUCTION
ENTRANCE
PROPOSED
RIGHT—OF—WA Y
'LFA °w
m UT OF
PROPOSED RICHLAND
CUL VERT TYPE / / CREEK
STREAM
CROSSING
WET
WEA THER
DI TCH < <
v
\ \�� PROPOSED
CONSMUC770N
ENTRANCE
\\ N
EX. SCHOOL
ACCESS ROUTES
SCALE: 1`_-1000'
PREPARED BY
DA IVIS -MARTIN -PO WELL & ASSOC.., INC.
ENGINEERING—LAND PLANNING—SURVEYING RALEIGH, N.C.
218 GAYTWOOD AVE. CLEARING/EROSION CONTROL PLAN FOR PROPOSED
HIGH POINT, NORTH CAROLINA 27262 RELOCATION OF FALLS -FRANKLIN 115kV
PH [phone] FAX [phone] TRANSMISSION LINE ET. AL.
LOCATION WAKE COUNTY NC
SCALE 1"=100' PLOT SCALE
DRAWN CM MP CHK. APP.
DATE 4/01/03 DWG. NO. CT -48414, S-1
N0. DATE REVISION BY CK. APP.
EROSION CO;!17TR'at N07ES.•
1. THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE SOIL
SEDIMENTATION AND EROSION CONTROL LAWS AND REGULA77ONS OF THE STA IF OF
NORTH CAROL/NA AS ESTABLISHED AND ENFORCED BY THE LAND QUALITY SEC77ON OF
E
THE NCDENR.. THESE REOU/REMENTS SHALL INCLUDE BUT NOT BE LIMITED TO THE
,0
FOLL OWING.•
i
A. ALL DISTURBED AREAS ARE TO BE SEEDED AND STABILIZED WI THIN 15 DA YS OF
COMPLETION OF DISTURBANCE. SHOULD COND177ONS EXIST UNFAVORABLE FOR
o
r'�NERAL CONtSTRurT/aW NOTE._
SEEDING' OR OTHER IN7FNDED GROUND COVER, MULCH AND TACK APPL ICA 77ON AS
IN
1. CONTRACTOR SHALL CLEAR A CORRIDOR ON EACH SIDE OF RELOCATED TRANSMISSION
SPECIFIED BELOW WILL BE REQUIRED.
C
LINE AS SHOWN ABOVE.
B. DISTURBED AREAS SHALL BE SEEDED AT A RATE OF 150 POUNDS PER ACRE,
2. DANGER TREES SHALL BE CUT IN ACCORDANCE WITH PROGRESS ENERGY'S RIGHT-OF-WAY
TYPE DEPENDING UPON SEASONAL L/M/TA TIONS, LIME AT THE RA 7F OF 4000 POUNDS
PER ACRE AND FER77LIZER (TYPE 10-10-10) A T THE RA TE OF 1000 POUNDS PER
CLEARING SPEC/F/CA 77ON SEC77ON 5.3.
ACRE. THE SEEDED AREA SHALL BE MULCHED TO A MINIMUM OF 75 X GROUND COVER
N
USE HIGH FLOATATION OR TRACK EQUIPMENT /N WET AREAS WHERE THE
AND TACKED W1 7H EMULSIFIED ASPHALT AT THE RA 7E OF 150 GALLONS PER ACRE.
i
3. CONTRACTOR SHALL
3
GROUND MA Y NOT SUPPORT HEA VY EQUIPMENT.
C, AFTER THE S/7F /S STABIL/ZED, ALL TEMPORARY EROSION CONTROL MEASURES
4. IF lT BECOMES NECESSARY TO CROSS RIPARIAN BUFFERS OR WET AREAS, IE. MARSH, WETLANDS
(/F ANY) SHALL BE REMOVED.
m
OR STREAMS, THE CON7RACTOR SHALL U77LIZE TIMBER MA 1S TO MINIMIZE DISTURBANCE UNLESS
D SEEDED AREAS ERODED PR/OR TO PERMANENT STABIL/ZA T/ON SHALL SE GRADED
OTHERWISE NOTED.
AS NECESSARY, RESEEDED AND MULCHED UNITL A SU/TABLE SURFACE IS ACHIEVED.
M
3
5. THE CONTRACTOR SHALL COMPLY WITH THE TERMS AND CONDI77ONS OF PERMITS ISSUED
E INSPECT TEMPORARY EROSION CONTROL DEVICES AFTER EACH PERIOD
o
NCDENR.
OF SIGNIFICANT RAINFALL OR ON A WEEKL Y BASIS, WH/CH EVER /S GREA TER.
6. IF ANY CONSTRUCTION EQUIPMENT ENTERS VEHICLE TRAFFIC AREAS, TRAFFIC SHOULD BE
CHECK DE�7CES FOR RILLS, EROS/ON, OR PIPING.
It
i
MAINTAINED A T ALL TIMES.
F. ALL EROS/ON CONTROL lMPR01/EMEN7S SHALL BE MAINTAINED, REPAIRED AND
W
7. THE CONTRACTOR SHALL REMOVE, PROTECT, AND RESET ALL MAILBOXES, SIGNS, POSTS FENCES,
PROCESS
KEPT WORK/NG UNTIL ACCEPTANCE OF PROJECT. ALL EROSION/ CONTROL MEASURES
SHALL BE CLEANED OUT WHEN THEY ARE HALF FULL.
AND OTHER UNAVOIDABLE OBSTRUCTIONS /F ENCOUNTERED. ITEMS DAMAGED DURING THIS
o
j
SHALL BE REPLACED OR REPAIRED TO THE ENGINEER'S AND PROPERTY OWNER'S SAT7SFACT70N WITH
2 CONTRACTOR SHALL PREVENT ANY RUT77NG OR EROSION FROM TAKING PLACE IN ANY
d
NO ADDI TIONAL COMPENSA TION.
DISTURBED AREAS.
a8.
CONTRACTOR SHALL GAIN ACCESS TO THE PORTION OF THE PROJECT SOUTH OF THE CREEK
ENERGY RIGHT -OF -WA Y FOR THE A THEY PRODUCTS 66KV TAP LINE.7F
J. IF IT IS DE7ERMINED DURING CONS7RUC77ON THAT A SIGNIFICANT AMOUNT OF SEDIMENT
PROPER IMPLEMENTA 77ON AND ` ON
Z
VIA 7HE EX. PROGRESS
PORTION OF THE PROJECT NORTH OF THE CREEK SHAACCESSED
RESPONSIBLE FOR THE LAND-D/S7RUBING AC77WTY IS OBLIGATED TO TAKE ADD 77ONAL
o
z
FROM TWO LOCA 1IONS SHALL BE DONE IN
ELECTRIC OFF US H/GHWA Y 1. ACCESSING THE PROJECTCORREC77VE
ACTION.
a
ORDER TO A VOID THE NEED FOR A STREAM CROSSING A T RICHLAND CREEK.
0
h0
/ A,QOA
19S`
Fp cpm`
/ TOWER LOCA TION
ACCESS TO SOUTH SIDE
o, h RICHLAND CREEK
GRAPHIC SCALE
100 50 0 100 200
1" = 100 FEET
Bio rsuxma r
57
\ 4'( 1 ;
\ r
�01�b
NC HIGHWAY 98
Z
SITE
1P
VICINITY MAP
r= (Not to Scale)
>.i
401 � ALJ
OWNER
PROGRESS ENERGY
412 S. WILMINGTON ST.
RALEIGH, NC 27602-1849
CONTACT: FRED LANZI
PHONE: [phone]
FAX: [phone]
KEY CONTACTS
A. Erosion Control Review
NCDENR
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27687
Phone: [phone]
B. Civil Engineering Consultant
Davis -Martin -Powell & Associates, Inc.
213 �. _ , -- - -ocd Ave .
High Point, NC 27262
Phone: [phone]
Fax: [phone]
`"4 28
PROPOSED
CONSTRUCTION
ENTRANCE
PROPOSED
RIGHT—OF—WA Y
'LFA °w
m UT OF
PROPOSED RICHLAND
CUL VERT TYPE / / CREEK
STREAM
CROSSING
WET
WEA THER
DI TCH < <
v
\ \�� PROPOSED
CONSMUC770N
ENTRANCE
\\ N
EX. SCHOOL
ACCESS ROUTES
SCALE: 1`_-1000'
PREPARED BY
DA IVIS -MARTIN -PO WELL & ASSOC.., INC.
ENGINEERING—LAND PLANNING—SURVEYING RALEIGH, N.C.
218 GAYTWOOD AVE. CLEARING/EROSION CONTROL PLAN FOR PROPOSED
HIGH POINT, NORTH CAROLINA 27262 RELOCATION OF FALLS -FRANKLIN 115kV
PH [phone] FAX [phone] TRANSMISSION LINE ET. AL.
LOCATION WAKE COUNTY NC
SCALE 1"=100' PLOT SCALE
DRAWN CM MP CHK. APP.
DATE 4/01/03 DWG. NO. CT -48414, S-1
N0. DATE REVISION BY CK. APP.

N, T, S. raNm
Seeding disturbed areas with annual grosses a legumes to provide temporary ground cover to lessen soil erosion.
PURPOSE To temporarily stabilize graded cut and lid slopes fhof canna! be
seeded with permanent vegetation with)n thirty dogs offer completion,
To temporarily stabilized g~oded areas of bare soil where permanent rogefodro cover is not needed or where groding has not been completed
o~ c o~`° and permanent sesdmg will be dons later,
~ 1~, ~r; CIaNOtnLWS NH£Rf PRACl/Cf APPL!£5 Nhere bore roll has been exposed by grading, and rogetotiro cover is needed
CRUSHER RUN CAPACITY OF PIPE C'UL BERT ~ ~ '~y for one ytror or less, may include such areas as tempaory sediment pond,
COURSE AGGREGATE EOUALS BANK-FULL Fl_OW > b~ P ~ ' ~ ~ ~ , dirorsioins, soil stockpiles, budding pods; rough-graded rood bunks, etc. It is also used fo provide o temporary perimeter bu/lar
6 DEE PREPARATION
7 2 DIAMETER OF PIPE ~ 8" min „ ~ CLASS B STONE COl/ERED OR 72 WMICME~ER lS GREATER BY LARGE ANGULAR ROCK depth ~ . / Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of of least six Inches so os to produce o loose, biable surloce, Incorporate 750-1000
' n 9 pounds 10-f0-l0 lertilirer and y9 fo two tons o/ dolomitic lime pet acre (note; Lime may not be needed i/ o soil test indicates o ph of 6.5 or higher),
2-3" o - C} - coarse aggregate Mulching is required according to the some speci>rcotions os for permanent
c~a~u~ oao _ DUB ~vU~~~> - seeding unless woirod by Soil Scientist. Select seed~hg mixture and best planting dotes bum Table 11.
C~C~ C~U~J~~, ~ SEE EROSION ~ ~ ~ ~ TABLE 1?
_ _ ~rr~~ 11~- CONrRO[ P[A,v ~ - I- ashing - It conditions ai the sde are such that most of the mud and sed~meni I~MPURARY SE£DINGS
~ - ~ ~ - U` FOR PiP I - _ - - - - are not removed b vehicles travelin over the ravel the tires shou d De _ _ - - ~ - ----I - ( washed, Nashm should be done on an area stabil~z w th c . SEEDING MIXTURE SEEDING RATE (LB~ACRf) P1ANTlNG DATES
1~_~ - I d ins i g ' ed i rushed stone that _ i ra nio a sediment crap or other suitable disposal area. A wash rack may also Rye Groin k 110 lbs. ?on, f -Moy 1 Kobe Cespedezo 50 lbs.
- - - - ~ ~ be used to make washing more convemeni and effective. _ _ - I -i. i _ I German Millet a 40-50 Ibs, Moy 1 -Aug. 15
~ _ - I~~-- Construction --Il~_-ili--iii. i, _ilr--iii _iil__~i~~-iii -iii-ii~ , Sudan Cross
SP2CIlF1Cdt10nS 1, Clear the entrance and exit area of all vegetation, roots, and other objec- Rye (Crain) (May substiture oats J10 lbs. Aug. 15 -Dec. 30
tionable material and properly grade it. PROF/LE~ before OCG 1 Or wheat Iran Oct. 1-Nor 15)
2. Place the gravel to the specific grade and dimensions shown, on the plans, and Annvol Ryegross 40 lbs. Aug, l5 -Nov. 3D
smooth it. FLOW 3. Provide drainage to ca water to a sedment tra or ocher suitable outlet, weeping Lorogross 1 5 lbs. Moy t -Aug. 15
CLASS B STONE COHERED ~ P j~ weeping lorogross is o perennial gross but is included here because o/
COURSE AGGREGATE - BY LARGE ANGULAR ROCK 4. Use geoteztile fabrics because they improve stability of the foundation in ifs adoptabllify to poa soil condillons and droughty sites.
i ~ locations subject to seepage or high water table,
~ L~ _J _ _ , - ~
~alntenanCt' Heinlein the gravel pad in a condition to prevent mud or sediment from leav-
0 o v o 0 0 0 0 0 0 0 0 0 0 0 0 o a o'o 0 0 0 0 0 0 ing the construction site, This may requuire periodic iopdressing with 2-inch 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o stone. After each rainfall, inspect any structure used to trap s^diment and clean 7 - 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ii out as necessary. Immediately remove all objectionable materials spilled, ~ o v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 washed, or tracked onto public roadways.
00 0 0 00 0 0 00000 0000 oaoooooo00 a ~
0 000 0 0 ao 0 0 0 000 0000 ' -4-71
0 00 0 0 0000 00000 000000 0 0000
n 4 a Q _ - N.T.S. -4-
~ 0 DEFINITION
TOP OF BANK TOP OF BANK
Seeding disturbed areas with perennial grasses and (or) legumes to provide o permanent vegetative cover to lessen runoff and soil erosion,
25' MIN, STREAM CHANNEL 25' MIN,
PURPOSE
A. Erosion Control Review To lessen soil erosion and permanently stabilize disturbed areas created by
PLAN VIEW grodr'ng o! construction sites, NCDENR
CONSTRUCTION SEQUENCE CONDl710NS WHERE PRACTICE APPLIES Raleigh Regional Office
3800 Barrett Drive
7, CLEAR SITE, All bore soil areas on construction sites which ore not covered by structures
2 PLACE REOU/RED STABILIZATION STONE DOWNSTREAM OF CONSTRUCTION TD PROS/DE A TEMPORARY 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVAT~~ A 6" X 6" TRENCH or other erosion control devices. Raleigh, NC 27687 UCH
DITCH CROSSING WMILE STILL PASSING FLOW. THIS STONE SHALL B£ USED FOR STAt/L/ZAT/ON AFTER UPHILL ALONG THE LINE OF POSTS, MAX, 8' BETWE~' POSTS, PREPARATION Phone: [phone]
CONSTRUCTION, YET ADDITIONAL STONE MAYBE REOU/RED TO PROt/IDE FOR THE DITCH CROSSING ATT CONSTRUCTION WlTMIN THE DITCM BANK SHOULD BE DONE IN A TIMELY MANNER WHEN NO EXCESSIVE 2, ACH WERE FENCE TO P05TS AND EXTEND THE BOTTOM OF THE Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
FLOW /S PREDICTED, THE DITCH BANK SMALL NOT BE UNPROTECTED FOR MORE THAN A 46 MDUR FENCE 6 INTO THE EXCAVATED TRENCH, inches so as to produce o loose, fiioble surloce. Remove all stones,
PERIOD, AND FLOW SHALL BE CONTROLLED BY A TEMPORARY STONE DES/CE AT THE DOWNSTREAM 3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE boulders, stumps or debris from the surloce which would prohibit germination or plant growth, Spread topsoil in o layer 3" - 6" depth, B. Civil En ineerin Consultant
END AT ALL TIMES DURING CONSTRUCTION wrTM/N THE DITCM BANK BOTTOM OF THE FABRIC 6" INTO THE TRENCH, g g
4, AFTER CONSTRUCTION AND BACKFILLING W/TMIN THE DITCM BANK THE DOWNSTREAM STONE DEVICE 4. BACKFILL THE TRENCH AND COMPACT THE S IL FIRM Y T SHALL BE USED TO PROI~IDE THE REQUIRED PERMANENT STABIUZAT/ON STONE /F THE DITCM STILL O L 0 ANCHOR Incorporate r'nto the soil B00 to 1,000 pounds of f0-10-f0 fertilizer plus 500 Davi$-Martin-Powell & Associates, InC.
REQUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITIONAL RIP-RAP MUST BE PROS/DED THE BOTTOM OF THE SILT FENCE 50 THAT RUNOFF IS FORCED TO pounds of twenty percent (20X) superphosphate per acre and two tons of dolomitic lime per acre unless soil tests indicate fhof o lower rote of lime 218 Gatewood Ave.
ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS GO THRU THE FENCE AND CANNOT GO UNDER IT, con be used.
5, AFTER CONSTRUCTION IS COMPLETED ALI. 1EMPORARY DITCM CROSSINGS SHALL BL~ REMOVED AND High Point, NC 27262 Mulch otter seeding with 1,5 tons of grain straw per acre and either Crimp Phone: [phone]
AREAS WITHIN THE DITCM BANK SHALL BE UNINHIBITED BY STONE USED FOR STABILIZATION rw in it r k i h li ( sb~ fo so o toc w t quad asphalt of 400 gallons per acre ar
STEEL POST RE ENCE emulsified asphalt at 300 gallons per acre. FaX: [phone]
~ {REQ'D W/BURLAP ONLY)
x FABRIC
N.T.S. ~ ~ { Q ) a ? NO WIRE FENCE RE 'D PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING GATES
00
I I BACKFILL TRENCH WITH SOIL d~ ~ o cMATERIAL AND TAMPING OR Ial/ Fescue 100-150 lbs. Aug, 15 -Oct. 15 (Low Maintenance) Feb, 15 -Moy 1
0 0 o<WASHED STONE TO 6" ABOVE
p GROUND. v , Toll fescue 200-250 lbs. Aug, 15 -Oct. 95 Waterwo and Feb, 15 - Moy 1
p ~ Lawns High Maint.)
Blend of two furl- 200-250 lbs. Auq. 15 -Oct. 15
t e toll Fescues Feb. 15 -Moy f
N 90X) and two or more improved
Kentucky bluegrass
varieties (10X) (high maintenance)
Toll Fescue 100 lbs. Feb. 15 -Moy 1 and and Auq. 15 -Oct, 15
N.T.S. Kobe or Korean 20-25 lbs.
lespedezo
Tall Fescue 50 lbs./acre Nov 1 -Feb. 1
(Unscorilied)
E Toll Fescue and 60 lbs. July and August German Millet or and
0 rn Sudangross 2 30 lbs.
~t 0
i Tall Fescue 70 lbs. Nov, 1 -Jan. 30 and and
n 0 Ryegrain 2 25 lbs.
O N Common Bermudagross 8 lbs. (hulled) April 15 -June 30
IV 15-20 lbs. (unhulled) Feb. 1 -March 30
C J 1 For spring seedings, use Scarified Cespedeza seed. For tole fall and
winter seedings, use unscarified seed.
h W
W 2 Annuals such os Millet, Sudangross and Ryegroin must be kept at f0-12" maximum height.
I
3 p
w
LAMINATED MATS a m
•THREE LAYER OF 2' X 8' HARDWOOD TIMBERS, NAILED ON BOTH SIDES,
i
3 • WIDTH; 8' i
10 • LENGTH; 16' ~<<~~~~~~«<,, PREPARED' BY C
W • THICKNESS; 6" i ~ ~ R err' ~ o o ~ DA VIS-MARTIN-POWE 0 0 r U
I LL & ASSOC. INC. ~l /
W ~ LIFTING METHOD: TWO 3/8" HIGH-TENSILE CHAINS ENGINEERING-1,.4N~ PI„4NNINt;-.4TIRVPY1Nr. _
O EAL
a 2NALLIUH, N.C. 18 CATEWOOD AVE. 4076 RICH POINT, NORTH CAROLINA 27262 CLEARING EROSI0N CONTROL PLAN FOR PROPOSED
TIMBER MAT DETAIL RELOCATION OF FALLS-FRANKLIN 115kV PH
w m ti Fro R G I N S [phone] FAX [phone] TRANSMISSION LINE ET AL _
Q N.T.S. Z of fee LOCATION WAKE COUNTY NC _
Z SCALE AS NOTED PLOT SCALE
Q DRAWN CM -&MP CHK. APP.
0 DATE 4/01/03 DWG. NO. CT-48414, S-2 NO. DATE REVISION BY CK. APP,

NC HIGHWAY 98
Z
~i
J
/ ~
P 1
V~
5• 1~'
ACCESS TO NARTH SIDE
RICHLAND CREEK
(Not to Scale)
m hp
x ~ • wooded TOWER LOCH LION
i ~ v i ~
r ~~NE
V 1~5k
CAI NroN NKU ,
i A~~y .FRA UNE p A~~S ~~5KV h ~
~ ~C. F pN DERS
' G N A~~S. .NEN
.n f ~ G E A~~S X• f UN~ E 69ky
~ C G,, - - EO T 4 ORES
E ~o ND WAS KE f WA
9A X. EA E ti• e ARY ~ Wooded ~ G~ • 4 EX c/~
TEMPAR NE 9 ? Ep noN ~ ~ oN CgNTRUC n . ~ NO . `/4~
oPER ~ BA ENTRANCE PR O E A ~ ~ ~ ~g Wooded 1 - - ~ , 4 77
~ oo ~a . ~ ~
~o. `9 0 cA E ON . -4-77 ~r, .
p AN A8
WAKE ELECIR/C BE 1 Wooded , so. ~ A,~
g°o
Q G F ~ ~b ~ ~
N B~ ~'o IPARIA
~ 90 R ~ TION o ~ .
TOWER LOCA r ~ A. Erosion Control Review
, - NCDENR
rr X J~ ~ laod i RI a eigh Regional Office
i R~~ Wooded - / ENE Wooded , ooded
KJ ~ 00 B rr tt D iv 38 a e r e SILT FENCE
- N~fON g / , ~ KU SILT FEN E Ralei h N 27 7 g , C 68
.fRAN NE 5 Y~ / ) P - hone. [phone]
FALL ~ f EX' SON
c/~ o~ ~ , ~ ~ ,HEN wooded ~ . Wooded
~~s ~ Qµ. \ fA re
G E ichia , ~ ~ G ~ R _ / ~ ~ B. Civil Engin9ering Consultant ~ ~
N ~ ~ Davis-Martin-Powe11 & Associates, Inc.
218 Gatewood Ave.
i Hi h Pomt, NC 27262
i~ r i ~ i ~ g a°
~ ~ Phone: [phone] o
F ~ ~ \ ~ / ~ F ~ Fax: [phone]
'~t ~ ~ \ ~ / ~ ~
~ ~ ~
\ E UN ~l n ~s
EN ~ , P~
\ 0 h r ~
~c~ ~ PROPOSED
/ g !~r CONSTRUCTION
V ENTRANCE y. v ~9
h
~ Wooded ~O ON ~ 0' ~ ~ PROPOSED TOWER LocA n ~ , oy ~ ,g - RIGHT-OF-WAY
~
~ ~ ~
n 'O F~ # ~ Fy
9~ r~.~ •98 'Eo t~.
F` ~'A f ~
9 G 2~ ~ 0~~
~F Sp, s
y '0~ ~o ~ ~ A,Q UT OF ~0 PROPOSED R/CHLAND
9y c~, ~ O ~O O ~ ~`b CULVERT TYPE ~ CREEK
gL ~ c~ STREAM
CROSSING ~
9.0
WET
WEATHER
ERL191~11 CdNf1JA0C MOTES D/TCH ( ~
1. THE CONTRACTO4 SHALL CONFORM TO ALL REQUIREMENTS OF THE SOIL TOWER LOCATION R LOCATION ~
SED/MENTATIAN AND EROSION CONTROL LAWS AND REGULA110NS OF INE STATE OF 11~
o NORTH CARQLINA AS ESTABLISHED AND ENFORCED BY THE LAND QUALITY SECTION 01~ ~ THE NLnENR, 1HESf REQUIREMENTS SHALL INCLUDE BUT NOT BE LIMITED TO THE 1\
FOLLOMINC~ 11 ~
A. ALL DLSIUR6'sED AREAS ARE TO BE SEEDED AND STABIUZED WITHIN 15 DAYS OF ACCESS TD ~ CCESS 10 SOUTH SIDE ~~~,9
$ GENERAL CONSj,~f~]jQ~( NOIE'S• CQIIPLEl1(~1N Q~ DISTURBANCE. SHOULD CONDI110NS EXIST UNFAVi7RABLE FOR ~~s, RICHLAND RICHLAND CREEK 11 ~ GZ q
" SL~EDING OR OTHER INTENDED GROUND COVER, MULCH ANO TACK APPUCA AAN AS ~0 1. CONTRACTOR SHALL CLEAR A CORRIDOR ON EACH SLOE OF RELOCATED IRANSMlSS/ON SPEpF/ED 6?EZOW INLL BE REQUIRED. O ~ PROPOSED
h ~ LINE AS SHOWN ABOVE. ~ ~ coNSTRUCnonr
~ ~ DISTURBED AREAS SHALL BE SEEDED AT A RAZE OF 150 POUNDS PER ACRE, ~ ~ ENTRANCE 11 N
2. DANGER TREES SMALL BE CUT /N ACCORDANCE WITH PROGRESS ENERCYS RIGHT-OF-WAY T1PE DEPQVDINC UPON SEASANAL L/MITAIIONS; LIME AT THE RAZE OIL 4000 POUNDS ~1
~ CLEARING SPEC/F/CAIION SECTION 5.3. PER ACRE AND fERIlL/ZER (TYPE f0-f0-10) AT THE RAZE OF 1000 POUNDS PER ~ AptE THE S~1AED AREA SHALL BE MULCHED TO A MINIMUM OF 75 ~ GROUND COVER `1
i 3 CONTRACTOR SHALL USE H/GH FLOATAIIOW OR ]RACK EQUIPMENT IN WFT AREAS WHERE 1Hf AND TAp(ED IM1H EMULSIFIED ASPHALT AT THE RAZE OF 150 GALLONS PER ACRE.
rn GROUND MAY NOT SUPPORT HEAVY EQUIPMENT, v C AFTER THE SIZE 1S STABIUZED, ALL TEMPORARY EROSION CONTROL MEASURES EX. SCHOOL \ ` ~ . 1
~ 4. IF 1T BECOMES NECESSARY TO CROSS RIPARIAN BUFFERS OR WFT AREAS, lE. MARSH, WEIIANDS~ (1F ANY) SHALL BE REMOVED. ~
m OR STREAMS, THE CONTRACTOR SHALL U])UZE LIMBER MATS TO MINIMIZE DISTURBANCE UNLESS
~ OTHERWISE NOTED• D. SEEDED AREAS ERODED PR10R TO PERMANENT STAEIlUZA11AN SHALL BE GRADED ACCESS ROUTES
~ AS NECESSARY, RESEEDED AND MULCHED UNTIL A SU/TABLE SURFACE /S ACHIEVED. ~ 5. 1HE CONTRACTOR SHALL COMPLY WI1H THE TERMS AND CONDITIONS OF PERMl15 ISSUED Bf SCALE:• 1 "=1000'
NCDENR. CT IEVPARARY ROS/AN CONTROL DEVICES AF1E'R EACH PERIOD o E. INSPE E
~ AF SIGN/f)CANT RAINFALL OR OW A WEEKL Y BASIS, WHlp~l EVER /S GREATER. ~ 6. IF ANY CONSIRUC110N EQUIPMENT ENTERS VEHICLE TRAFFIC AREAS, TRAFFIC SHOULD BE plEp( DEI~lI~S FOR RILLS, EROSyAN, OR PIPING PRF,PAf~ED BY
~ MAINTAINED AT ALL 1TMES. ~ ( ~ o 0 D - - 0 0
~ f. ALL ER09'AN I.IOYVTROL lMPROV£MENIS SHALL BE MAINTAINED, REPAIRED AND . A S & ASSOC. C 9;
~ 7. THE CONTRACTOR SHALL REMOVE, PROTECT, AND RESET ALL MAILBOX£~ SIGNS POSIT FENI.L~ KEPT W~KlNG UNTIL ACCEPTANCE OF PROJECT ALL EROSIOW/ COW IROC MEASURES o AND OTHER UNA~O/DABLE OBSIRUC1lONS /F ENCOUNTERED. IJFMS DAMAGED DURING IH/S PROCESS S}IALL BE GYEANED OUT WHEN 1H£Y ARE HALF FULL. < ENGINEERING-LAND PLANNING-SURVEYING SEAL RALEIGH, N.C.
. ~ 21B CATI.'N'OOD AVE.
SHALL BE REPLACED OR REPAIRED TO THE ENGINEERS ANO PROPERTY 0WVEX 5 5A I157-ACAON W 111 T; 4U/b ; - CLEARING EROSION CONTROL PLAN FOR PROPOSED HIGH POINT, NORTH CAROLINA 27282 1
a NO ADDITIONAL COMPENSAAON. 2 CONIRAC70R SHALL PREVENT ANY RUTnNG OR EROSION FROM TAKING PLACE IN ANY asTVRSIED AREAS GRAPHIC SCALE RELOCATION OF FALLS-FRANKLIN 115kV PH 338 888-4821 FAX [phone]
8. CONTRACTOR SHALL GAIN ACCESS TO THE PORTION OF THE PROJECT SOUTH OF THE CREEK .ti IN 6,, s9R~.•` TRANSMISSION LINE ET AL
~fS P~o E „a LOCATION WAKE COUNTY NC
z VIA THE £X. PROGRESS ENERGY RIGHT-OF-WAY FOR THE ATHEY PRODUC75 66KV TAP LINE. 3 IF IT IS OVERAWED DURING CONSIRUCIIOV THAT A SIGNIFICANT AMOUNT OF SEDIMENT 100 50 0 100 200 o PORTION OF THE PROJECT NORTH OF THE CREEK SHALL BE ACCESSED VIA THE DRIVE FOR WAKE IS LEANNG THE SIM DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, TH£ PERSON uSCALE 1"=100' PLOT SCALE
Z ELECTRIC OFF US HIGHWAY 1. ACCESSING THE PROJECT FROM T*V LOCATIONS SHALL BE DONE IN RES%°OWSYBL£ FOR THE LAND-DISTRUBING ACTIVITY IS OBLIGATED TO TAKE ADD177ONAL a ORDER TO AVOID THE NEED FOR A STREAM CROSSING AT RICHLAND CREEK. CORRECTIVE AC7I00V 1 " = 100 FEET DRAWN. MBiDMP CHK. APP.
0 NO. DATE RI ASION BY CK. App, DATE 4/01/03 DWG. NO. CT-48414, S-1

N, T, S. flNl Seed~g dlsturbsd areas with annuo/ grasses or Jegumes to prov/de
temparwy ground coror to lessen soil erosion.
~4,~ To tempororsy stob4ire graded cut and rd! slopes that ca+not be
seeded wilh permanent wgefotlon within thirty dogs afler comp/etiar~ 1a temporarily stabllired graded areas o! bare soil where permanent
oA vegefaflro coror !a not needed or where grading has nat been comp/efed
ct b~~ ~ f 4'0 ~ and permanent seeding wAl be done later, C(NVDIIIGYVS INYE/j~ PRACTICE APPLIES
~i Nhere bore s~ has been e~yoosed by grodu~g, and rogeloUro cover !s needed
CRUSHER RUN CAPACITY OF PIPE CUL INERT for one year or kss, may include such seas as temporary sediment pond diversloing soN stoekplles, burldMg pads, rough-graded road banks, etc. 11
COURSE AGGREGATE EQUALS BANK-FULL FLOW ~ ° ~ . Is o/so used to provide o fsmpaory perimeter Buller.
6" DEEP ~ PREPARA1fON Prepare sseo6ed by r¢Ipm~ chiselMg, harrowing or p/ow/ng fo de~pfh of at
„ " „r, 1/2 DIAMETER OF P/PE CLASS B STONE COVERED e" min depth / ' least sar Mches so os fo produce a loose, hioble surface. Incorporate 750-f000 pounds 10-f0-f0 hxfNlrer and }p to two tons of dolomitic lime per acre
OR 12" WHICHEVER IS GREATER BY LARGE ANGULAR ROCK 2-3» (note; Lime may not be needed it o soil test Mdicotes o ph o165 or higher).
coarse aggregate Mulching is requhed occord~ng to the same specilkotions os for permanent seeding unless woirod by Soil Scientist, Select seeding mixture and best
planting dotes Jrom Tob/s 11. rAtxE 12
TEMPORARY SEEDlNGS
I__ - - - - SEE fROS~ON _ _ _ flashing - It conditions at the ste are such that moat of the mud and sediment _ - CONTROL PLAN - I _
- - - - FOR PIPE SIZE - - - are not removed by vehicles traveling over the gravel, the tires should be _ _ ~ ~ - - _ - washed, Naahing should be done on an area stabilized eith crushed stone that SEEDING MIXTURE SEEDING RATE (LB/ACRE) PCANTINC DALES Rye Croln cY 1?0 !bs ,Mn, f -Moy 1
- - ~ _ - droina into a sediment crap or other suitable db area A wash rack may also - - - _ - - - _ _ _ _ _ I_ be used io make washing more convenient and etecUve. Kobe Cespedero 50 !bs
6ermon Millef w 40-50 lbs. Moy l -Aug IS
_ _ I ~ Construction Sudan Cross R,~ (Crain)
-III---III-III---I I i--III-III--I i I----I I I---III---III-I I' CiflcatlOnS L Clear the entrance and exit area of all v elation roots and other ob'ec- Spe eg 1 tionable material and properly grade it. (Moy subslifure cots 1 I R Au . 15 -Dec. 3D
PROFIL E Deforo Oct. 1 or wheat 10 b g from Oct. 1-Nor /5J
2. Place the gravel io the specific grade and dimensions shown on the plans, and smooth ii, Annuo/ Ryegross ~ 40 !bs Avg. 15 -Nov 30
NbePin9 Lorogross 5 lbs. Moy 1 -Aug. 15
FLOW 3. Provide drainage to carry water to a aedment trap or other suitable outset. CLASS "B" STONE COVERED Nfeeping /ovegrass is o perennid grass but is included here because of Ifs odoptab111fy to poor soN conditions and droughty sites,
COURSE AGGREGATE BY LARGE ANGULAR ROCK Uae geotexiile fabrics because they improve stability of the foundation in locations subject to seepage or high water table,
Maintenance ~ Maintain the ravel ad in a condition to revent mud or sediment from leav- g P P 4
ing the construction site. This may roquuire periodic topdrosaing with 2-inch 7 - 4
0 o stone. Alter each rainfall, inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
- r 1
" - -
¦
N,T,S.
0 1, FIN/T/0N
TOP OF BANK TOP OF BANK 5eedinq disturbed areas with perennial grosses and (or) legumes to prowde a
permanent vegetoti~re cover to lessen runoff and soil erosion,
STREAM CHANNEL 25' MIN, PURPOSE.
z5 MAN, A. Erosion Control Review
To lessen soil erosion and permanently stabilize disturbed areas created by NCDENR
PLAN I/IEW grading of construction sites.
Ralei h Re Tonal Office N Ill WH R PRA T/ APP / g CO 0 ONS E E C Cf LES
CONSTRUCTION SEQUENCE 3800 Barrett Drive
All bore soil areas on construction sifes which are not covered by structures n n l or other erosion control devices, nalI~~~ h, NC 27687 1°'!!
1, CLEAR SITE 2 PLACE REQUIRED STABILIZATION STONE DOWNSTREAM OF CONSTRUCTION TO PROVIDE A TEMPORARY 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH tENCH PARAl7 Phone: [phone]
DITCH CROSSING WHILE SALL PASSING FLOW THIS STONE SHALL BE USED FOR STABILIZATION AFTER UPHILL ALONG THE LINE OF POSTS. MAX, 8' BETWEEN POSTS. PRE arv
CONSTRUCTION, YET ADDITIONAL STONE MAYBE REQUIRED TD PROVIDE FOR THE DITCH CROSSING 2, ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
3. CONSTRUCTION WITHIN THE 0lTCH BANK SHOULD BE DONE /N A T/MEL Y MANNER WHEN NO EXCESSIVE FENCE 6" INTO THE EXCAVATED TRENCH. FLOW /S PREDICTED. THE DITCH BANK SHALL NOT BE UNPROTECTED FOR MORE THAN A 4B HOUR inches so os to produce o loose, lriob/e sur/ace. Remove all stones, boulders, stumps or debris Irom the surface which would prohibit germination
PERIOD AND FLOW SHALL 8E CONTROLLED BY A TEMPORARY STONE DEVICE AT THE DOWNSTREAM 3, ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE or p/ont growth. Spread topsoil in a loy~r 3" - 6" depth, B. Civil En ineering Consultant 9
ENp AT ALl TIMES DURING CONSTRUCTION WITHIN THE DITCH BANK, BOTTOM OF THE FABRIC 6" INTO THE TRENCH,
4, AFTER CONSTRUCTION AND $ACKFILLING WITHIN THE DITCH BANK, THE DOWNSTREAM STONf DEVICE 4, BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR Incor orate info the soil Boo to 1000 ounds of f0-f0-f0 fertilizer lus 500 DaVIS-Martln-Powell & Associates, Inc. P ~ P P ' pounds of twenty percent (20X) superphosphate per acre and two tons of 218 Gatewood Ave.
SHALL BE USED TO PROVIDE THE REQUIRED PERMANENT STABILIZATION STONE IF rHE DIrcH sr~LL THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO dolomitic lime per acre unless soil tests indicate that o lower rote of lime
REQUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITIONAL RIP-RAP MUST BE PROVIDED N R IT. GO THRU THE FENCE AND CANNOT GO U DE ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS. con be used. Hi h Point, NC 27262 9
5. AFTER CONSTRUCTION IS COMPLETED ALL TEMPORARY DITCH CROSSINGS SHALL BE REMOVED AND Mulch after seeding with 1,5 tons of grain straw per acre and either crimp Phone: (336j $86-4821
AREAS WITHIN THE DITCH BANK SHALL BE UNINHIBITED BY STONE USED FOR STABILIZATION straw into soil or tack wifh liquid asphalt of 400 gol/ons per acre or emulsified asphalt of 300 gallons per acre. FaX: [phone]
STEEL POST RE ENCE (REQ'D W/BURLAP ONLY)
x FABRIC Qz ,
N.T.S. ~ ~ (NO WIRE FENCE REQ D) PLANTS & MIXTURE PCANTINC RATE/ACRE PLANTING DATES
0 o gACKFIII TRENCH WITH SOIL Tall Fescue 100-150 lbs. Aug. 15 -Oct. 15
~ M p (MATERIAL AND TAMPING OR (Low Maintenance) Feb, 15 -May 1
p~WASHED STONE TO 6 ABOVE p GRD ND. Toil fescue 200-250 lbs. Aug, 15 Oct 15
Waterwo and Feb. 15 - May 1
i Lawns High Moint)
~;i Blend of two turf- ?00-?50 lbs. Aug. 15 -Oct. 15
i \~/~A~ O \~~A~ ,~i~ i. I t e tall Fescues Feb. 15 -May 1 90X) and two or
fV more improved
Kentucky blue rocs varieties (fD~Y
(high maintenance)
Tol! fescue 100 lbs. Feb. 15 -May 1 and and Aug. 15 -Oct 15
N.T.S. Kobe or Korean 20-25 lbs.
Lespedezo
Toll fescue 50 lbs./acre Nov, 1 -Feb, 1
(Unscorified)
Toll Fescue and 60 lbs. July and August Cermon Millet or and
E 0 Sudongross 2 30 lbs.
M Toll Fescue 70 lbs. Nou, 1 -Jan, 30
0 and and
i Ryegroin 2 25 lbs.
QM O Common Bermudograss 8 lbs. (hulled) April 15 -June 30
N N 15-20 Ibs, (unhulled) F®b. 1 -March 30
1 For spring seedings, use Scarified Lespedeza seed. For Iota fall and
C 7 winter seedings, use unscori/ied seed.
H ? Annuals such os Millet, Sudangross and Ryngrain must be kept of 10-12" maximum height.
W I
0~
3 v
4i LAMINATED MATS a
m
~ ' X 'HARDWOOD TIMBERS NAILED ON BOTH SIDES, ~ THREE LAYER OF 2 8 ,
~ WIDTH; 8'
i , ~~~11+~u~rq~ PREPARED BY
~ ~ LENGTH: 16 ~ „ ~ ~e, ~ 0 0 00 - RT - 0 WELL & ASSOC. INC. DA VIS MA IN P
w ~ THICKNESS; 6 1 '
N . , ,rTi"in ur'Ti.1/1f1. TlAlf1 Z /G" WCU_TGAICII G rueir`i~ a~ ENGINEERING-LAND PLANNING-SURVEYING o~i nru sir
V Ur I IIVb IVIC I fivu I rrv V i nv EAL . - VV., , N.V 218 CATEWOOD .AVE.
O 4076 CLEARING/EROSION CONTROL PLAN FOR PROPOSED HIGH POINT, NORTH CAROLINA 27282 -
R v RELOCATION OF FALLS-FRANKLIN 115kV y N PH [phone] FAX [phone]
a TIMBER MAT DETAIL IwL TRANSMISSION LINE, ET. AL.
w a N.T.S. p0 •~,ES E. ,~o LOCATION WAKE COUNTY NC
Z SCALE AS NOTED PLOT SCALE
Z DRAW Q B/DMP CHK. APP,
a NO, DATE REVISION BY CK. APP. DATE 4/01/03 DWG. NO. CT-48414, S-2

._..-------If
NC HIGHWAY 98
J
/ ~
P 1
5•
ACCESS TO NORTH 510E
RICHLAND CREEK
(Not to Scale)
m h~ wooded TOWER LOCH nav
x
~ ~ i ~ ~e / ~r al~
r E J~~ • ~ UN \ <r
N~ ` N~~I , A E
~ / A~~S EX, F .ER N L u I ~~s 5kv h~ s
C X fA N E ERSO
A~~S, .hIENG
.c~ E~. f ~ G~ ~ A~~S F uNE E 6yKv
, - Ep ~ T 4 ORES '
ON ~ D WAk AN A8 OC. KE F wA 7 -1 4
gE TEMPORARY wooded 0 EX• ,
NE 9 t Ep CANIRUCIION U 'S ON ERn - ~ N~ .
E R~ o ~ AgA ENTRANC P ,y E ~ B Wooded 1 - - 4 77
o ~ `9 p
d~ E ON N~ 1 - - 4 7 5 7
AgA WAKE ELECTRIC gE
TD Wooded so• led A,~
4• ~Oo
i~ F - ± ~o ~ ~ Cp
IAN 8 ~ °9 RIPAR o
~ 0 TONER LOCA 110N o ,r
A. Ero ion r I s Cont o Review
m x d ~~ee ~ , - NCDENR
J n . • ~ -,.,,,_.r Wooded j wooded Raleigh Regional Office
' ENE Wooded . - 3800 Barrett Drive
5kV ~ S/L T FENCE
N~~ h / ~ ~ ~ ~ - K~ SyL T fEN Ral i h e g , NC 27687
.fRAN NE U-S V~ / Phn: o e [phone]
X• ON E S CII' OER
~ -N~ Wooded ~ • wooded
E~• F e
C/I' RicMp ~ 4 _ ~ v , B. Cml Engineenn Consultant g.
N ~ WbocMd Davis-Martin-Powell & Associates Inc.
218 Gatewood Ave.
. ~ ~ ~ ~ ~ r' i Hi h P 'nt g a , NC 27262
i ~ i o~
~ ~ i ~ - ~ oa Phone: [phone] (
\ ~ ~ Fax: [phone]
~ \ 4
E ~
UN ~ ERn ~ , .
PRA \ 0
h OG'
/ 5 ~ PROP ~ OS~`D
CONSTRU !~r CnON ' ENTRANCE
' ~ U y,• . 9
h noN ~0 0' - ~ PROPOSED
~ Wooded Q ,,p~'' h TOWER LOCA ~ , y ~ ~ ~ 9 - RIGHT-OF-WA Y
V ~ ~ ~ -
~ \ J ~ ~
c+ ~'P F H
~ t^,~ -per .se
~0 ~A ~2 F'9o ~
~ Z~ ~ 9 ~G ~ ~ ~ pf ~
-o S~. '9 ~'o 'OAP 'O UT OF
~T ~ ADO p PROPOSED R/CHLAND
Z~ ° `~O ~ CULVERT TYPE CREEK
gL s ~~L ~ STREAM
yo CROS~lNG
WET
laAN1~OL WEA 1HER D/T H C
1. 1H£ CONTRACTORQ SHALL CONFORM TO ALL REQUIRExlEN1S OF THE SOIL TOWER LOCH IIAN E SED/MENTAIION AND EROSION CONTROL LAMS AND REGULA(IONS OF THE STATE OF FR LOCH nav \ 11
~ NOQIH CAROLINA AS ESTABLISHED AND ENFORCED BY THE LAND QUALITY SECAON OF 11.
a 1HE NCDEIVR THESE REQUIREMENTS SHALL INCLUDE BUT NOT BE lIMl1E0 TD THE 11
FGYLOWlNG.• \1 ~
~ ACIDS TO ~ A. ALL DISTURBED AREAS ARE TO Bf SEEDED AND STABILIZED WITHIN 15 DAYS OF ACIDS lO SOUTH SIDE 11~y
$ COMPLE]ION L<< DISTURBANCE. SHOULD CONDITIONS EXIST UNFAVORABLE FOR v~sh RICHLANI " SEEDING OR OTHER INTENDED GROUND COVER, MULCH AND TACK APPUCA 1)ON AS CREEK R/CHLANO 11 ~
~ 1. CONTRACTOR SHALL CLEAR A CORRIDOR ON EACH SIDE OF RELOCATED TRANSMISSION SPECJFIfD BELOW WILL Bf REQUIRED. Q GZ '0 11~ PROPOSED
~ LINE AS SHOWN ABOVE. ~ 11 coNSrnucnav
~ B. DISTURBED AREAS SHALL BE SEEDED A T A RA 1E OF 150 POUNDS PER ACRE, 2. DANGET,' TREES SHALL BE CUT /N ACCORDANCE W11H PROGRESS ENERGYS R1GHT-OF-WAY IYPf DEPENDING UPON SEASbMVAL UMITAI)ONS;• LIME AT 1HE RA1E OF 4000 POUNDS 11 ENTRANCE 11
~ CLEARING SPECIFICATION SECTION 5.3 PER ACRE AND FER1lL/ZER (TYPE f0-10-10) AT THE RAZE OIL' f000 POUNDS PER 1\
~ ACRE. 1NE SEEDED AREA SHALL B£ MULCHED Ir7 A MINIMUM OF 75 ~ GROUND COVER 11
i 3. CONTRACTOR SHALL USE NIGH FLOATATION OR (RACK EQUIPMENT /N WET AREAS WHERE 1HE AND TACKED WITH EMULSIFIED ASPHALT AT THE RAZE GIB 150 GALLOWS PER ACRE. GROUND MAY NOT SUPPORT HEAVY EQUIPMENT.
~ L: Af7ER THE S11F IS STABILIZED, ALL IEMPGRARY fROSYGw CONTROL MEASURES ~x. scHOO~ 11 ~ .
~ 4. lF /T BECOMES NECESSARY TO CROSS RIPARIAN BUFFERS OR WET AREAS; lE. MARSH, WETLANDS, (IF ANY) ,SHALL BE REMOVED. ~ a OR STREAMS, THE CONTRACTOR SHALL UITUZE LIMBER MA1S TO M/NIM/ZE DIS1URBANCE UNLESS
m tD OTHER6NSE NOl£0. D. SEEDED AREAS ERODED PRIOR TO PERMANENT STABILIZATION SHALL BE GRADED
~ AS NECESSARY, RESEEDED AND MULCHED UNlI1 A SUITABLE SURFACE 1S ACHIEVED. ACCESS ROUTES
~ 5. 1H£ CONTRACTOR SHALL COMPLY W11H INE 1FRMS AND CONDITIONS OF PERMITS' ISSUED BE SCALE:• 1 =1000'
o NCDENR. E. INSPECT TEMPORARY EROSyLW CONTROL DEVICES AFIFR EACH PERIOD ~ OF STANIF/CANT RAINFALL OR OV A WEEKLY BASYS; WHICH EVER /S GREATER.
~ 6. IF ANY CONSIRUC710N EQUIPMENT ENTERS VEHICLE ]RAIFIC AREAS, 1RAFF/C SHOULD BE CHECiY DENl.ES FOR RILLS, EROSION, OR PIPING. ~ PREPARED BY
w MAINTAINED AT ALL TIMES ~ F. ALL EROSTOW CONTROL /MPROVEMENIS ST•IALL BE MAINTAINED, REPAIRED AND ~ ~ ~ o 0 D - - AYIS PO o 0 & ASSO C. INC.
~ 7. THE CONTRACTOR SHALL REMOVE; PROTECT, AND RESET ALL MAILBOXES, SIGNS; POSTS; FENCES, KEPT Wl7RKING UNTIL ACCEPTANL~E OF PRO~CT. ALL EROSION! CON1l?OL MEASURES 9 q%
o AND OTHER UNAVOIDABLE OBSIRUCITONS JF ENCOUNTERED. l]FMS DAMAGED DURING 1H/S PROCESS ~ ~ SHALL BE CLE~4NED OUT WHEN 1NEY ARE HALF FULL. w < - ENGINEERING-LAND PL~9NNING-SURVEYING SEAL RALEIGH, N.C.
a. SHA[ L AF REP/ ACED OR REPAIRED TO 1HF ENGINEER'S AND PROPERTY OWNERS SA flSF,4CAON W11H dma _ 218 GATElI00D AVE. ~
a NO ADD177ONAL COMPENSATION. 2 CONTRACTOR SHALL PREVENT ANY RU777NG OR EROSION FROM TAKING PLACE IN ANY HIGH POINT; NORTH CAROLINA 27282 CLEARING/EROSION CONTROL PLAN FOR PROPOSED
DISTURBED AREAS GRAPHIC SCALE ti N PH 336 888-821 FAX 338 888- RELOCATION OF FALLS-FRANKLIN 115kV
8 CONTRACTOR SHALL GAIN ACCESS TO THE PORTION OF THE PROJECT SOUTH OF THE CREEK iN4458 TRANSMISSION LINE, ET. AL.
z VIA 77-I£ EX. PROGRESS ENERGY RIGHT-OF-WAY FOR THE ATH£Y PRODUCTS 66KV TAP LINE. 3 IF lT IS DETERMINED DURING CONS77?UC770N THAT A SIGNIFICANT AMOUNT OF SEDIMENT 100 50 0 100 200 PORTION OF THE PROJECT NORTH OF THE CREEK SHALL BE ACCESSED WA THE ORIV£ FOR WAKE IS LEANNG THE SIM DESPITE' PROPER IMPLEM£NTA77ON AND MAINTENANCE, 7HE PERSON ,,,,,LOCATION WAKE COUNTY NC
Z ELECTRIC OFF US HIGHWAY 1. ACCESSING THE PROJECT FROM TOV LOCA77ONS SHALL BE DONE IN RESPOlN57BLE FOR 7HE LAND-DIS7RUB/NG AC77WTY IS OBLIGATED TO TAKE ADDI77aVAL SCALE 1"=100' PLOT SCALE
a ORDER TO AVOID 7HE NEED FOR A S7REAM CROSSING AT RICHLAND CREEK. CORREC77W AC770N. 1" = 100 FEET 0 DRADMP CHK. APP.
NO. DATE REVISION BY CK. APP. DATE 4/01/03 DWG. NO. CT-48414, S-1

N.T.S. ~r",nav Seeding dlifurbed areas with annual grosses ar legumes to provkle
temporary ground coyer to lessen soN erosion.
To femporardy stobdite graded cut and fAl slopes that cannot be
seeded with permanent bgetaflon wifhM fhhty days offer camp/efan,
To temporarNy stobNlred graded areas of bare sob where permanent vegetative crorlr 1a not needed or whew grodMg has not been canp/eted
~t and permanent seeding wNl be done /ofsn
eV ~ ° ! , fir CAYD/IXXYS MHfRE PRACTICE APls((~, Mhere boro sad has bean exposed by grading, and vegetative cover !s needed
~ CRUSHER RUN CAPACITY OF P/PE CUL INERT `'`?~u,~r for one year a less may Mclude such areas as temporary sedr'ment pond 0/versbinR soN stockpNe,~ bulldMg pod>ti rough-graded road bonk~ etc It
COURSE AGGREGATE EQUALS BANK-FULL FLOW ~ „ ~ is also used to provxfe o temporary perimeter bulky,
6 DEEP s PREPARA7lON Pramoro ses~sd by ripphrg, chisslMg, horrowMg or p/owMg fo depth of of
„ ~ ~ 8" min M 1/2 DIAMETER OF PIPE CLASS B STONE COVERED least siz Mches so os to produce o loose, h1aDk surface, Incorporate 750-1000
d th r OR 12 W~lICHEVER lS GREATER BY LARGE ANGULAR ROCK ~ M V pounds 10-f0-f0 Jerfdirer and yp to two tons of dolomitic I1me per acre (note; Lime may nol be needed if o soN tell Md/cotss a ph of 6,5 or higher).
2-3 coarse aggregate MulchMg Is requhed occordrng to the same specilicotlons os for permanent seeding unless waived by SoN Sclentbt. Select Sesd/ng mixturo and best
Q Q Q 0 planting dotes from Table 1?.
rA$LE 12
I___ _ - - SEE EROSION _ _ _ _ flashing - It conditions at the site are such that moat of the mud and sediment - - - CON]ROl PLAN TEMP~PARY SEED/NGS
- - - FOR PIPE SIZE - - - - - are not removed by vehicles traveling over the gravel, the tires should be _ - - - - xashed, fleshing should be done on en area stabilized xith crushed stone that SEEtNNC MIXTURE SE£O/N0 RATE (L$/ACRE) PLANTING DATES
_ _ _ - - drains into a sediment trap or other suitable die Deal area, A rash rack may also - - - Rye CroM d' 1?0 Ibs Jon, 1 - Mny 1 Kobe Lespedero 50 Ibs
- - - - be used to melee xeshi more convenient and effective. - - = _ _ ~ I- ng German MNkt or 40-50 Ibs, Moy t -Aug, IS
_ _ _ _ - I ~ Construction Sudan Gross
--1 I I--III-III--III--III---III-III--III--III----III-I I' S eeifieations I. Clear the entrance and exit area of ail vegetation, roots, and other objec- P Rye (CraM) (Moy substituro oats 120 Ibs Au¢ f5 -Dec, 30
tionable material and properly grade it. PROFILE before Ocl l or wheat from Oct I-Nor 15J
2. Place the gravel to the specific grade and dimensions shorn oo the plans, aad Annuo! Rysgross 40 lbs. Aug, 15 -Nor JO
smooth it. Weeping lovegross 1 5 lbs. Moy 1 -Aug, f5
FLOW 3. Provide drainage to carry rater to a aedment trap or other suitable outlet. ,1,( WaepMg /ovegross Is o perennial grass but is included here because of
CLASS 'B" STONE COVERED Ifs odoptobNlfy to poor soil condillons and droughly sites, -
COURSE AGGREGATE BY LARGE ANGULAR ROCK 4. Use geotextile fabrics because they improve stability of the foundation in locations subject to seepage or high refer table,
0
MalntenanCe Heinlein the gravel pad in a condition to prevent mud or sediment from leav-
ing the construction site, This may requuire periodic topdresaing xith 2-inch
o stone. Attar each rainfall, inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all objectionable materials spilled, 4
o xaahed, or tracked onto public roadxays.
' 4
N.T.S.
a F,~ N/r/oN
Seeding disturbed areas with perennial grasses and (or) legumes to provide a
TOP OF BANK TOP OF BANK permanent vegetative cover fo lessen runoff and soil erosion,
5' MIN. STREAM CHANNEL 25' MIN. 2 P RP A. Erosion Control Rewew
To lessen soil erosion and permanently stabilize disturbed areas created by NCDENR
PLAN VIEW grading of construction sites,
Ralei h Re Tonal Office NDI A WH R PRA T/ APP / g 9
CONSTRUCTION SEQUENCE 3800 Barrett Drive
All bore soil areas on construction sites which are not covered by structures ar other erasion contra devices, Ralei h, NC 27687
1. CLEAR SITE 2. PLACE REQUIRED STABILIZAAON STONf DOWNSTREAM A~ COtVSTRUCAOYV TO PROVIDE A TEMPORARY 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH 9 ENCH Phone: [phone]
DITCH CROSSING WHILE STILL PASSING FLOW. THIS STONf SHALL BE USED FOR STABILIZATION AFTER UPHILL ALONG THE LINE OF POSTS. MAX, 8' BETWEEN POSTS. PREPARA 110N
CONSTRUCTION, YET ADDITIONAL STONE MAYBE REQUIRED TO PROVIDE FOR THE DITCH CROSSING 2, ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
3. CONSTRUCTION WITHIN THE DITCH BANK SHOULD BE DONE IN A TIMELY MANNER WHEN NO EXCESSIVE FENCE 6" INTO THE EXCAVATED TRENCH. inches so os to produce o loose, friable surface, Remove all stones,
FLOW lS PREDICTED. THE DITCH BANK SHALL NOT BE UNPROTECTED FOR MORE THAN A 48 HOUR PERIOD AND FLOW SHALL BE CONTROLLED BY A TEMPORARY STONE DEVICE AT THE DOWNSTREAM 3, ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE boulders, stumps ~ debris from the surface which would prohibit germination or plant growth, Spread fopsoiJ in a /aygr 3" - 6" deplh, B. Civil En ineerin Consultant
END AT ALL TIMES DURING CONSTRUCTION WITHIN THE DITCH BANK BOTTOM OF THE FABRIC 6" INTO THE TRENCH. 9 9
4. AFTER CONSTRUCTION AND BACKFICLlNG WITH/N THE DITCH BANK, THE DOWNSTREAM STONE DEVICE 4, BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR Incor orate into the soil B00 to 1,000 pounds of f0-10-10 fertilizer plus 500 Davis-Martin-Powell & Associates, Inc. P pounds o/ twenty percent (20.x) superphosphate per acre and two tons of 21 W AV .
SHALL BE USED TO PROVIDE THE REQUIRED PERMANENT STABILIZATION STONE. IF THE DITCH STILL THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO omitic lime er acre unless soil tests indicate that a lower rate o/ lime 8 Gate ood e dd p
REQUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADD/l/ONAL RIP-RAP MUST BE PROVIDED GO THRU THE FENCE AND CANNOT GO UNDER IT, ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS con be used Hi h Point, NC 27262 9
5, AFTER CONSTRUCTION IS COMPLElEO ALL TEMPORARY DITCH CROSSINGS SHALL Bf REMOVED AND Mulch after seeding with f,5 tons of grain straw per acre and either crimp Phone: (336) $$6-4821
AREAS WITHIN THE DITCH BANK SHALL BE UNlNNIBITED BY STONE USED FOR STABILIZATION, straw into soil or lock with liquid asphalt of 400 gallons per acre or
STEEL POST RE ENCE emulsified asphalt at 300 gallons per acre, FaX: [phone]
i (REQ~D W/BURLAP ONLY)
a Z FABRIC N.T.S. g ~ (NO WIRE FENCE REO'D) PLANTS dt MIXTURE PLANTING RATE/ACRE PLANTING DATES
0 o gACKFIII TRENCH WITH SOIL Td/ Fescue 100-150 Ibs, Aug /5 - Ocl. !5
a M a IAATERIAL AND TAbIPINC OR (Low Maintenance) Feb, f5 -Moy 1
o~WASHED STONE TO 6 ABOVE Td/ fescue 200-250 lbs. Aug, 15 -Oct, 15
p GRO ND. N'oferwa and Feb, 15 -Moy 1
Lawns High Moint,)
-,i Blend of two turf- 200-250 lbs. Aug, l5 -Oct, J5
i. I t e loft Fescues Feb. 15 -May f
N 90X) and fwo or more improved
Kentucky b/u rass
?orieties (fOX (high moinfenonce)
Td/ fescue 100 Ibs Feb, 15 - Moy 1 and and Aug, 15 - OcG 15
N.T.S. Kobe or Korean 20-?5 Ibs
Lespedeza
Td/ Fescue 50 lbs./acre Nov, 1 - feb, f
(Unscorified)
Td/ fescue and 60 lbs. July and August German Millet or and
0 Sudongross 2 30 Ibs,
rn Tdl Fescue 70 Ibs, Nou, 1 -Jan, JO
0 and and
Ryegroin 2 25 Ibs,
0 0 Common 8ermudogmss 8 Ibs, (hulled) April 15 -June 30
N N 15-20 Ibs, (unhulled) Feb. 1 -March 30
c 1 For spring seedmgs; use Scarified Lespedezo seed. For late fall and
winter seedkrgs, use unscori!ied seed.
yH O 2 Annuals such os Millef, Sudongross and Ryegroin must be kept of 10-12" maximum height.
w I
0~
3 V
41 AMINATED MATS a L
m
' ' HAR WOOD TIMBERS NAILED ON BOTH SIDES. ~ THREE LAYER OF 2 X 8 D ,
• WIDTH: 8'
i , PREPARED BY
~ • LENGTH: 16 a „ C R ~ 0 0 ~ - - ~ ~
w f THICKNESS 6 S MART S D VI IN POWELL ~ A SOC. A INC I ~
04 Ti.'N/:INJ4'Jr'RINr:-I.dNll PT.dNNIN/:-.41/RUIE'YTNr:' _
•LIFIINU MtINUU. IwU )/0 ruUn ir.rvaiLF- %,nnu-40 CAL w.,....,....., KALLIUN, NU
0 218 GATEWOOD AVE. 4076
i HIGH P01NT, NORTH CAROLINA 27'262 CLEARING EROSION CONTROL PLAN FOR PROPOSED
TIMBER MAT DETAIL. a PH 336 886-4821 FAX [phone] RELOCATION OF FALLS-FRANKLIN 115kV .,q TRANSMISSION LINE ET. AL.
w DES . ei E A~` LOCATION WAKE COUNTY NC
N.T.S. a Z 1111~~ SCALE AS NOTED PLOT SCALE
Z DRAWNMB/DMP CHK. APP,
a NO. DATE REVISION BY CK. APP. DATE 4/01/03 DWG. NO. CT-48414, S-2
0

NC HIGHWAY 98
Z
~i
J
P 1
5•
ACCESS TO NOR1N SIDE
RICHLAND CREEK
l i (Not to Scale)
m h~ Q
x Wooded ATION ~ ~~U~ TOWER LOC
i ~
i E IJN
~ r~V ON 1
DINT ,
~ S'FR RANK E S-F ~ SIN 0 s Fpl.~ ~~5k ~
i FA~~ Ex• EX• SON
c A~~S~ HOER S,NE
F Fpl'~ ME EX• 9KV ~
~ G~ C ~ lam,,, , - Ep c s 4 EST
ON i ~ Np wA~ FOR WAKE 7 -1 4
BA X• E A ~E 'S:• a c/ ~ EX' ' c/
TEMPORARY E 9 wooded TO ~ p UN 'S ON .
coNTRUCnoN Rn . ~ Np oPE ~ gA ENTRANCE PR O E A Wooded I - 4 '7~
,.L p 8 ~o T oo, t9
~ N~ p0 -54 -7 7
AN p8 / ~
WARE ELECTRIC 8E 1 ~ W ded oo , ~o•
ed ~ A~ Op0
~ R F g~F~ . ~R
' pRIAN ~ oy RIP `gY A'
~ A noN o o .
TOWER LOC , r o, Er i n nr IR vi A. os o Coto a ew
- NCDENR
r x ~ /bland. C 7 ~c / ~ Wooded i Ralei h R Tonal Office
' - ' ~ NE Wooded , wooded g ~ - rr tt Driv 3800 Ba e e
~ U s/L r FENCE
~ NTON h / ~ ~ NKU SILT FEN ~ / = Ralei h NC 27687 g~
i .ERA URE . , Phone: [phone] ( ) 0
U-S ~ ~ ~ ~ FA 1 EX• ON
G p DERS ~ ` Wooded , ~ ` .N~ Wooded
s ~ ~ FpLL ee ESC. c 4 ~ B. Clvll Engmeermg Consultant
CIS Richla
N 1 ~ / MI70019a' Davis-Martin-Powell ~ Associates Inc.
218 Gatewood Ave.
. / ~ Hi h Point NC 27262 g
/ ` \ ~ ~ o~ a Phone: [phone]
i o
i i \ i , ~ ~ ~ F ~ Fax: [phone]
G
~ ~
- ~ SINE ~l . ~
Rn ~ s• , RAE P \ h0
0
~c~ PROPOSED l~l`
h ~ q~, CONSTRUCTION ENTRANCE
4 h;• v 9 ,
h ON ~q 0' ~ ~ PROPOSED
~ Wooded O h TOWER LOCATI y ~ - RIGHT-OF-WA Y 9
c~ ~
E~' Jy
~ Fy
7 T • se
Ff ~~q 2F 90
'o ~ ti~ 9~~
~F s. Sp. ~O 'y 'po .S ~y 0~ OVA \ UT OF
~y ~ BOO PROPOSED O R/CHLAND
2 0 SF O ~O CULVERT TYPE ~ CREEK
4L ~ Fa c~ STREAM
'Q CROSSING ~

WET
ERa9bN COWIIQIOC NOTES, WEATHER D/ TCH
~ LOCAnON 1. THE CONAPAC101R SHALL CONFORM TO ALL REQUIREMENTS GF THE SOIL TOWER ocAnav \ ER L
S£D/MELVTALIOW AND EROSION CONTROL LAWS AND REGULAIIGWS OF THE STALE OF E NAR1H CAROLINA AS ESTABLISHED AND ENFORCED BY THE LAND QUAUIY SECITGIN ~
~ 1HE NCDfNR. THESE REQUIREMENTS SHALL INCLUDE BUT NOT BE UMl1FD TO THE
a FGYl01NNG.• 4
~ ACCESS TO ; n A. ALL ALS1tJlPBED AREAS ARE TO BE SEEDED AND STABILIZED WITHIN 15 DAYS OF ACCESS TO SOUTH SIDE ~ y
QOUERAL CONSTRUCIILW lll~ CAUPLEAr~YV Gl~ D/SIURBANGE SMOUID CON01 nONS EXIST UNFAVORABLE FL71R Q~ RICHLANL ~ h RICHLAND CREEK ~ ~ ~ c"~
a SEEDING AR DIRER INTENDED GROUND COVER, MULCH AND TACK APPUCAIIAN AS ~0 1. CONTRACTOR SHALL CLEAR A CORRIDOR ON EACH SIDE OF RELOCATED 1RANSMlS9'AN SPECIFIED BELOW WILL BE REQUIRED, O ~ ~Z~~ PROPOSED 9~
~ LINE AS SNOWIJ ABOVE: CONSTRUCTION
~ B. DI51UR6~D AREAS SHALL BE SEEDED AT A RATE ~ 150 POUNDS PER ACRE, 11 ~ ENTRANCE 11
2 DANGER TREES SHALL BE CUT IN ACCORDANCE WITH PROGRESS ENERGYS RIGHT GIB WAY TYPE DEPENDING UPON SEASONAL L/MITAIIONS• UMf AT THE RAZE GF 400D POUNDS 11
~ CLEARING SPEClF/CAIION SECIJON 5.,~ PER ACRE AND FERITLIZER (TYPE 10-10-f0) AT IHf RAZE OF 1000 POUNDS PER ~ ACRE. THE' SEEDED AREA SHALL BE MULCHED TD A MINIMUM OIF' 75 GROUND COVER 11
i 3 CONTRACTOR SHALL USE HIGH FLOATATION OR (RACK EQUIPMENT !N WET AREAS WHERE 1NE ANO TAgfED NI1H EMULSIFlED ASPHALT AT THE RAZE OF 150 GALLANS PER ACRE.
rn GROUND MAY NOT SUPPORT HEAVY EQUIPMENT, EX. SCHOOL 1` a .
~ C AFTER THE SIZE /S STABILIZED, ALL 1FMPORARY EROSION CONTROL MEASURES ~ 4. lF IT BECOMES NECESSARY Tt7 CROSS RIPARIAN BUFFERS GR WET AREAS /E. MARSH, WETLANDS (IF ANY) SHALL BE REMOVED. ~
a OR STREAMS, THE CONTRACTOR SHALL U]IUZE ]IMBER MA15 TO MINIMIZE DISTURBANCE UNLESS
OTHERWISE NO1F0. D. SEEDED AREAS ERODED PR/AR lO PERMANENT STABIUZAITGW SHALL BE GRADED ACCESS ROUTES
~ AS NECESSARY, RESEEDED AND MULCTED UNITL A SUITABLE SURFACE lS ACHIEVED. ~ 5. THE CONTRACTOR SHALL COtiIPLY WITH THE TERMS AND CGWDIIIGWS OIL' PERMITS' ISSUED BE SCALE'• 1 "=1000'
3 NCDENR E. INSPECT TEIIPOMiARY EROSlOYY CANIRGIC DENCfS AFTER EACH PERIAD
i GIB SIGN~ICANT RAINFALL OR GMI A WEEXLY BASIS WHICH EVER /S GREATER. ~ PREPARED BY
6. 1F ANY CONSIRUCITON EQUIPMENT ENTERS VEHICLE 1RAfFIC AREAS, 1RAFFIC SHWLD BE Ci'IfCK DEfrK,ES FGrP RILLS, EROSTAN, AQ PIPlN& ~ MAINTAINED A T ALL IIMES• ~ ~ ~ o a DA VIS-~A~~4T11V-POr~E & A SOC. 0 0 LL S INC
~ F. ALL ERGIA'A~V C~OYVII~OL IMPROVEMENTS Si'lALL BE MA/NTA/NET1, REPAIRED AND
7. ]HE CONTRACTOR SHALL REMOVE; PROTECT, AND RESET ALL MAILBOXES SIGNS POS1S FENCES KEPT Wi'~RK/NG UN1)L ACCEPTANLE G!~' PROJECT. ALL EROS/GWI CGW 1RGIC MEASURES o AND OTHER UNAVOIDABLE OBSIRUCITONS /F ENCOUNTERED. ITEMS DAMAGED DURING IH/S PROC~E'SS SHALL ~ lXEANED OUT WHEN 1HEY ARE HALF FULL. ' 9 - ENG E G- - IN ERIN LAND PLANNING SURVEYING RALEIGH N.C. SEAL
a SHALL BE REPLACED OR REPAIRED TO THE ENGINEER'S AND PROPERLY OWNER'S SAlISi~ACITAN W11H 21B GATEII'OOD AVE. 4076
~ rnu~cnrmo cuu~ DACia-ur euv aurnur_ nu cAnc~nn~ FT~/1u Tel!lNR P/dCF IN ,4NY HIGH POINT, NORTH CAROLINA 27262 CLEARING EROSION CONTROL ALAN FOR ~RO~OSED
d NV AUUMUNAL (IUMI'CNJAI/VN. c. Van?IIInVIN. .w- !Harlin. - ..-......I ..H •.H..w....... . r.. asTUR~O AREAS GRAPHIC SCALE cy PH [phone] FAX [phone] -MMW- RELOCATION OF FALLS-FRANKLIN 115kV
8. CONTRACTOR SHALL GAIN ACCESS TO THE PORTION OF THE PROJECT SOUTH OF THE CREEK I N TRANSMISSION LINE ET. AL.
VIA THE EX. PROGRESS ENERGY RIGHT-OF-WAY FOR THE ATHEY PRODUCTS 66KV TAP LINE. J. IF IT IS DIEMMINED DURING CONSTRUCnON THAT A S/GNIRCANT AMOUNT OF SEDIMENT 100 50 0 100 200 z z FS E• LOCA-noN WAKE COUNTY NC ~uun SCALE 1"=100' PLOT SCALE
PORTION OF THE PROJECT NORTH OF THE CREEK SHALL BE ACCESSED WA THE DRIVE FOR WAKE IS LEAVING WE SyTEI DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE PERSON z ELECTRIC OFF US HIGHWAY 1. ACCESSING THE PROJECT FROM TW LOCATIONS SHALL BE DONE IN REWPWSi'BLE fOR THE LAND-DISTRUSING ACnWTY IS OBLIGATED TO TAKE ADD,nONAL
caPRECnvE ACTTCw 1 100 FEET a ORDER TO AVOID THE NEED FOR A STREAM CROSSING AT RICHLAND CREEK DRAWN~ ~1uturQ~~. St~MP CHK. APP.
cc 0 NO. DATE REVISION BY CK. APP. DATE 4/01/03 DWG. NO. CT-48414, S-1

E
,
CRUSHER RUN
COURSE AGGREGA TE
6" DEEP
1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS GREATER
C
CAPACITY OF PIPE CUL VERT
EQUALS BANK—FULL FLOW
CLASS "B" STONE COVERED
BY LARGE ANGULAR ROCK
\: ISEE/ • , I
• -
PIPE
.�.
PROFILE
t-LfilV VIC yr
CONS TRUC TION SEQUENCE
COVERED
4R ROCK
1. CLEAR SI TE.
2. PLACE REQUIRED STABILIZA TION STONE DOWNSTREAM OF CONSTRUCTION TO PROVIDE A TEMPORARY
DI TCH CROSSING WHILE STILL PASSING FL OW. THIS STONE SHALL BE USED FOR STABIL /ZA TION AFTER
CONSTRUCTION, YET ADD/ TONAL STONE MA Y BE R£OUIREO TO PROVIDE FOR THE DI TCH CROSSING.
3. CONSTRUCTION WI THIN THE DITCH BANK SHOULD BE DONE IN A T/MEL Y MANNER WHEN NO EXCESSIVE
FLOW IS PREDICTED. THE DITCH BANK SHALL NOT BE UNPROTECTED FOR MORE THAN A 48 HOUR
PERIOD, AND FL OW SHALL BE CONTROLLED B Y A TEMPORARY STONE DEVICE A T THE DOWNSTREAM
END AT ALL TIMES DURING CONSTRUCTION WITHIN THE DITCH BANK.
4. AFTER CONSTRUCTION AND BACKFILLING WITHIN THE DITCH BANK, THE DOWNSTREAM STONE DEVICE
SHALL BE USED TO PROVIDE THE R£OUIRED PERMANENT 5TASIL IZA TION STONE. IF THE DITCH STILL
REOUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITIONAL RIP -RAP MUST BE PROVIDED
ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS
5. AFTER CONSTRUCTION IS COMPLETED ALL TEMPORARY DITCH CROSSINGS SHALL BE REMOVED AND
AREAS WI THIN THE D/ TCH BANK SHALL BE UNINHIBI TED BY STONE USED FOR STABIL IZA TION
TEMPORARY CULVERT TYPE STREAM CROSSING
N.T.S.
LAMINATED MATS
• THREE LAYER OF 2' X 8' HARDWOOD TIMBERS, NAILED ON BOTH SIDES.
• WIDTH: 8'
• LENGTH: 16'
• THICKNESS: 6"
• LIFTING METHOD: TWO 3/8" HIGH -TENSILE CHAINS
N. T. S.
Washing - if conditions at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, the tires should be
washed. Washing should be done on an area stabilized with crushed stone that
drains into a sediment trap or other suitable disposal area. A wash rack may also
be used to make washing more convenient and effective.
Construction
Specifications 1. Clear the entrance and exit area of all vegetation, roots, and other objec-
tionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans, and
smooth it,
3. Provide drainage to carry water to a sedment trap or other suitable outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance: Maintain the gravel pad in a condition to prevent mud or sediment from leav-
ing the construction site. This may requuire periodic topdressing with 2 -inch
stone. After each rainfall, inspect any structure used to trap sediment and clean
it out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
TEMPORARY CONSTRUCTION ENTRANCE
IMI611
1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH
UPHILL ALONG THE LINE OF POSTS. MAX. 8' BETWEEN POSTS.
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE
FENCE 6" INTO THE EXCAVATED TRENCH.
3, ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE
BOTTOM OF THE FABRIC 6" INTO THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO
GO THRU THE FENCE AND CANNOT GO UNDER IT,
STEEL POST
0
I
(V
(REQ'D W/BURLAP ONLY)
FABRIC
(NO WIRE FENCE REQ'D)
BACKFILL TRENCH WITH SOIL
MATERIAL AND TAMPING OR
WASHED STONE TO 6" ABOVE
GROUND.
TEMPORARY SILT FENCE
N.T.S.
TIMBER MAT DETAIL
N.T.S.
TEMPORARY SEEDING
F!N111
Seeding disturbed areas with annual grosses or legumes to provide
temporary ground corer to lessen soil erosion.
PURPOSE
To temporarily staboilzo groded out and fill slopes that cannot be
seeded with permanent vegetation within thirty dogs after completion.
To temporor#y stabilized graded areas of bare soil where permanent
mgetotive cover /s not needed or where grading has not been completed
and permanent seeding wit/ be dons later.
QQ%VT1CW5 WME PRACTICE APPLIES
where bare sol/ has been exposed by grading, and vegetotive cover is needed
for one year or less, moy include such areas as temporary sediment pond
d/versioins, soil stockpiles, building pods, rough -graded rood banks, etc. It
is also used to provdde a temporary perimeter buffer.
PR£PARA ZION
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of at
least six inches so as to produce a loose, frioble surface. Incorporate 750-1000
pounds f0 -f0 -f0 fertilizer and yp to two tons of dolomitic lime per acre
(note. Lime may not be needed /f a soil test indicates a ph of 6.5 or higher).
Mulching Is required according to the same specifications as for permanent
seeding unless waived by Soil Scientist. Select seeding mixture end best
planting dotes from Tobe 12.
TABLE 12
TEMPORARY SEED/NGS
SEEDING MIXTURE SEEDING RA 7r (LB/ACRE) PLANTING DATES
Rye Groin & 120 IbA Jan. f - May 1
Kobe Lespedero 50 lbs.
German Millet or 40-50 lbs. May 1 - Aug, f5
Sudon Gross
Rye (Grain)
(Moy substiture Pots 120 lbs Aug. 15 - Dec. 30
before Oct. f or wheat
from Oct. 1 -Nov. 15)
Annual RpWass 40 lbs. Aug. 15 - Nov. 30
weeping Lovegross 1 5 lbs. May 1 - Aug. 15
,L( weeping Iovegross Is a perennio/ grass but is included here because of
its odoptablllty to poor soil conditions and droughty sites,
PERMANENT SEEDING
DEFINITION
Seeding disturbed areas with perennial grasses and (or) legumes to provide a
permanent vegetative cover to lessen runoff and soil erosion,
0POS£
To lessen soil erosion and permanently stabilize disturbed areas created by
grading of construction sites.
CON01110NS WHERE PRACTIC€' APPUI
Al/ bare soil areas on construction sites which are not covered by structures
or other erosion control devices.
PREPARA T/ON
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
inches so as to produce a loose, friable surface. Remove all stones,
boulders, stumps or debris from the surface which would prohibit germination
or plant growth. Spread topsoil in a layer 3" - 6" depth,
Incorporate into the soil 800 to 1,000 pounds of 10-10-10 fertilizer plus 500
pounds of twenty percent (20X) superphosphate per acre and two tons of
dolomitic lime per acre unless soil tests indicate that a lower rote of lime
can be used.
Mulch after seeding with 1.5 tons of grain strow per acre and either crimp
straw into sot/ or tack with liquid asphalt at 400 gallons per acre or
emulsified asphalt at 300 gallons per acre.
PLANTS & MIXTURE
PLANTING RATE/ACRE PLANTING DATES
Toll Fescue
100-150 lbs.
Aug. 15 - Oct. 15
(Low Maintenance)
Feb. 15 - May 1
Toll fescue
200-250 lbs.
Aug. 15 - Oct. 15
Waterwa and
Feb. 15 - May 1
Lawns High Maint.)
Blend of two turf-
200-250 lbs.
Aug. 15 - Oct. 15
t e toll Fescues
Feb. 15 - May I
00X) and two or
more improved
Kentucky bluegrass
varieties (lox)
(high maintenance)
Toll Fescue
100 lbs,
Feb, 15 - May 1
and
and
Aug. 15 - Oct. 15
Kobe or Korean
20-25 lbs
Lespedeza
Tall Fescue
50 lbs./acre
Nov. 1 - Feb. 1
(Unscarified)
Toll Fescue and
60 lbs.
July and August
German Millet or
and
Sudangrass 2
30 lbs.
Toll Fescue
70 lbs
No v. 1 - Jon. 30
and
and
Ryegrain 2
25 lbs
Common Bermudogross
8 lbs. (hulled)
April 15 - June 30
15-20 lbs. (unhulled)
Feb. 1 - March 30
1 For spring seedings, use Scorified Lespedeza seed. For late fall and
winter seedings, use unscorified seed.
2 Annuals such as Millet,
Sudongross and Ryvgrain must be kept at
10-12"
maximum height.
Ml
' EAL f
4076
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raharrrraaaaa
PREPARED BY
DA VIS -MARTIN -PO WELL & ASSOC. , INC.
ENGINEERING --LAND PLANNING -SURVEYING
218 GATEWODD AVE.
HIGH POINT, NORTH CAROLINA 27268
PH [phone] FAX [phone]
PROGRESS ENERGY
412 S. WILMINGTON ST.
RALEIGH, NC 27602-1849
CONTACT: FRED LANZI
PHONE: [phone]
FAX: [phone]
KEY CONTACTS
A. Erosion Control Review
NCDENR
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27687
Phone: [phone]
B. Civil Engineering Consultant
Davis -Martin -Powell & Associates, Inc.
218 Gatewood Ave.
High Point, NC 27262
Phone: [phone]
Fax: [phone]