SW7080117_APPROVED PLANS_20080220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO,
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�` 4 (�
YYYYMMDD

I Z{ I ►
J.W. COWELL, JR. ^/ 1.
TAX PARCEL #122f it
DB 246, PG G57��-
Till (+�, ,c
ENERGY DI551PATOR PAD SCHEDULE
WIDTH ft
LENGTH ft
THICKNESS m
TONNAGE
#I
6
8
22
1 4
MICHAEL C. HARDEE
TAX PARCEL #I452G
DB 3,59, PG 250
LIMITS OF
ETC '
4.50,
TIC 0/
5.00
ETC /5.00
DRAINAGE 5TRUCTURE5
STRUCTURE #
HOOD / GRATE
INVERT
FES # I
1.89
FE5 #2
1.70
FES #3
-
2.50
FES #4
-
2.30
FE5 #5 -
_
0.00
05 #G
1.80
0.50
E --„3G 1.74'
G' CHAIN -LINK /
TOPPED W/ 2 !
STRANDS BARBED
ZWIRE
I I
I I
2lip♦ i� mow- i- T -Z Z - QS
5)
SEE 5HEET TWO FOR POND DETAILS`
i
1�11
iI {
�PQ I .0% W/FE5
g51LT FENCE
I
l�r
NC ��
BAYBORO
NchG-
•YS
S
VICINITY MAP
SCALE: I" = 3000'
51TE
# EK051ON CONTROL NOTES
p SEEDING AND MULCHING TO BE APPLIED WITHIN 15 WORKING DAYS OR 21 CALENDER DAYS
` ^- • - 0.50� yVSE+- - + • -+-+- / 11 I { OF ALL LAND DISTURBING ACTIVITIES NOT PREVIOUSLY STABILIZED.
SILT FENCE TO BE INSTALLED AS SHOWN ON PLANS OR AS DEEMED NECE55ARY BY
-0 I VISUAL OBSERVATION,
-z)
\ \ \ \ I) 2) _3) 1 x11 I SILT FENCE - e e-e a 9 9
{ I
/ I ! / r if I
WOODED o o DWIG UR
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DB 230, PG 915
� cs
W III Trr �Q
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(V IIII o j = \ I / /!
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O' S'CHAIN-LINK. ,.: x, / //NO3O
CZ �.I II'I TOPPED W/z o \\ // /! W I �'I 7Q
I I � STRAIJDS BARBED , rQ � U_
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3D
III i I I
I I
III I I I \ TR K PARKING
) -b CONSOTR CTIOARY RAV
IIII )
ENTRANCE! (iYP OFFIC PA({YI / I •� / r I
STALE s TOPPED W/ 2K
+ Ca? 0.60% FE / I I I STRAND5 BARBED
LIMITS OF DISTURBANCE III -\`=�- - 4 #3 / �l WIRE
F-_"'i,
3...: C50.IRCPRCP@030'90 W/0RCP' M� p� X-- � �7�'2 /',� /L30' L �{
III --- - _
\\\\ LIMITS OF DISTURBANCE FS - ' i _ ` "�' ,-3 - - --X
N 82 1 .300" W I� _ - .�.... -'"' : I STALE @ "x
EIR �. �.v O .. SILT FENCE # .a a FE5 3 -TG' 2� 40% G-, X M - j�)< I III RCDCONT CORNER I I I \ �'1 ���.� - .-�. _ - s"` +�'\ J 6 BmRCPRCP@0.30% W/20-RCP ��'��'' FES# LIM/I 5 OF DISTURBANCE 30�� 2 - / // /N { 1 EX. BOLT
I+, I 4. \, .�. �,. �.. - -� ao7 t _ .+ / N 85°43'50"W �''_ _ _ �i h \ �x2 N 520,441 .1461 FEET
1 Jill,
EIR n o 02_ _ -SILT FENCE 2� I '� 1 E 2,675,4 i 3.0561 FEET
IIII \ -§". . 4.TG �. `'*• " D< -- \ Gy +� 52 - - ,y0 NAD 83 (METERS CONVERTED)
OilIO,G; \ \y4 C [ .R2..�`.'. - '7--F{.3y6 - -gip 300� -311 307.03'-"""r +\.
M 86 3 N. o TG . -.- _ - +$z ec 2.GG \
_ .. . ....... 36'OIJiA390S.. f :0__ zar F
I +` -tic' •-.-r �' _ _ p . _ EIR I &.47' IX a -'c �.-.-i-- Z.;10� 4� c - - _ - -
--i------ � BOLT b c T l h
rI
12 n 2 '' �, --- -{"'- - - - .-._ _ '-
I +4 h - z.q4 -_ _ �1� - . . Ch .�6 f,,,�a�
5-�.Q9.`L
*2.75 - _ _. �:_ � . . . . O . 'L' . .IX. BOLT .'l2'v . . . _
------{ 206 - `--- ... -
1 z' GARY G. ANDERSON - _ 5R (60' R/�n, - COWELL LOOP RD. _ _ + V ;'� `•'o " :� _ ,`._._.`_`.. ---_' ``L- ... .
VAN TAX PARCEL # I OG43 I - -- 18 GRAVEL -PUBLIC)
ACCESIBLE DB 420, PG 458
RESERVED LEGEND CONSTRUCTION 5CHEDULE AND MAINTENANCE PLAN EVANGELINE A. TURNAGE
PARKING TAX PARCEL # 1 1 743 \
RnV =RIGHT-oF-war TP = TOP OF PAVEMENT CONSTRUCTION SCHEDULE: DB 3G5, PG 770 \
® WIT =MINIMUM BUILDING LILAC TA' = = TOP OF WALK
ME = BACK OF CURB TO DACE OF CURB IW = TOP Of WALK I . OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. \
0 EIP = EX15TING IRON PIPE CL= CENTERLINE 2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH \ \
O 51P = 5ET IRON PIPE NTH = MANHOLE GRADE LIMITS AS NEEDED. LI M ITS O P D 15TU RBA CE = 5. 12 AC
n CM5 = CONCREI I MONUMENT SET F„ = FIRE HYDRANT 3. HOLD PRE -CONSTRUCTION MEETING WITH GRADING CONTRACTOR, PAMLICO COUNTY
O ECM = E X15TNP CONCEDE MONUMENT GV = GATE
EROSION CONTROL ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
O ECM = C 15IN G PARKER ON NAIL GV = GATE VALVE
0 5PEN = 5CI PARKER KALON NAIL BV = PALL VALVE 4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. STRIP AREA OF TOPSOIL AND MAINTENANCE PLAN
R = RADIU5 RCP = REINFORCED CONCRETE PIPE STOCKPILE AS NEEDED FOR FINAL LAND5CAPING.
MAXIMUM CH = CHORD GIVE CORRUrArED METAL PIPE ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
o NP5 = No POINT 5ET CB = CATCH BASIN 5. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS. so s• o sa so' oa
FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING
PENALTY ff PP = POWER POLE DI =DROP INLET G. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE. RAINFALL, BUT IN NO CASE LE55 THAN ONCE EVERY WEEK. NEEDED REPAIR $250 TEED = TELEPHONE PEDE51'AL JB =JUNCTION BO% 7, INSTALL STORM DRAINAGE FOR PARKING AREA. INSTALL RELATED ER05ION GRAPHIC SCALE: I' = 30'
i INV = INVERT FF5 - FLARED CND 5EaloN WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
TC - Top of CURB Co = CLEAN OUT CONTROL MEASURES. 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES
EP = EDGE OF PAVEMENT 55 = 5EWER 5ERVIGe 8. PLACE CABC AND ROUGH GRADE STONE. 0.5 FEET DEEP.
R7-8 TB = TOP OF BANK Wrn = WATER METZR 9. FINE GRADE PARKING LOTS.
TC = TOP OF CURD N15 = NOT TO 5CALe 3. ALL SEEDED AREA WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND
NOTE: V.1 EX15TING TREEUNe NOT TO SCALE . SHALL UWITHIN 1 5 DAYS OF COMPLETION OF GRADING
�V-= 1 OSTABILIZATION SHAOCCUR MULCHED ACCORDING TO SPECIFICATION E THE VEGETATIVE PLAN TO
-ONE- OVERHEAD ELECTRICAL LIVE rj STORM WATCR DIRECT OF FLOW OPERATIONS.
SIGN TO MEET ALL STATE, / PROP05ED TREELINE TEMP. ROCK 51LI CHECK DAM TEE 5 1 1. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURE MAY BE REQUIRED MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. �NOTE.
LOCAL AND ADA REQUIREMENTS BY THE CITY IF DEEMED NECESSARY. 4. ALL TEMPORARY ER0510N CONTROL MEASURES WILL BE REMOVED UPON HANDICAPPED PARKING SIGN r�
ter.,bMWW
COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. 'Fy *W\kTR AND ONT "W- fff-..
NO SCALE
i
M1
STORMWATER
APPR0VEDj Y/,
WORTH AROLINA ENVIR MENTAL
MANAGEMENT COMM,S3lO,'V
VIVISKYa f WATER Cq)!:LITY p
Data -LLB,
.-
Q
z
_0
VI
W
az
READY MIXED
CONCRETE
P.O. BOX 877
GREENVILLE, NC 27835
[phone]
)m
H.C. HARR15, JR.
ENGINEERING
SURVEYING, P.A.
2 1 G Main Street
Wlntervllle, N.C. 28590
252.32 1 .5GO7 (o)
252.32 I .G208 (f)
hcharrl5@hcharr]5.net
CONSTRUCTION PLANS FOR:
READY MIXED
CONCRETE CO.
22 17 Cowell Loop Rd
SITE, UTILITY,
GRADING,
SEDIMENTATION AND
EROSION CONTROL
PLAN
155UE DATE: 01/29/08
DRAWN BY: J5F
CHK'D BY: MDT
JOB NO. 07059
DWG. NAME: 070595P).DWG
SCALE: AS NOTED
HORIZ: 1 "=30'
VERT-
DWG. NO
SF_ 1
5HEET I OF 3

MICHAEL C. HARDEE PKOPC5ED STORM WATER QUALITY DETENTION
POND TO SERVE AS SEDIMENT BASIN DURING
TAX PARCEL # 1452G CONS"RUCTION OF SITE IMPROVEMENTS. POND
DB 389, PG 250 TO BE CLEANED OUT b REESTABLISHED TO
DE51GN PARAMETERS ONCE SITE HAS BEEN
5TA51LIZED WITH VEGETATION
1IT5 OF DISTURBkNCE�
3
4.0
"(W
TC Wr
44.50
_ ro t
rs 0
O 2: 1 5LO
m
s
LINE F REBAY t „,z -`I` VE(
SPILLWAY WITH 2' \ 10;�1
THICK CLA55'15' STONE
O'
lo
/
-
/
/
4"THREADED C.O. CAP /
4" PVC
FITTING EL. 0.50 l
1.9
� f
4" PVC GAP W!
1.25" ORIFICE
NOT TO SCALE
GALVANIZED FRAME AND GRATE
(V-5G60) r—
FILL OUTLET STRUCTURE WITH
WASHED SAND OR #57 STONE
SEE PLAN FOR
PIPE SIZES
AND LOCATIONS,
TOP EL. 1.50
ZI 3' WEIR ON 3 SIDES
GENERAL NOTES:
G' CHAIN -LINK /
TOPPED W/2 /
STRANDS BARBED
STORMWATER QUALITY POND DETAIL
SCALE : I" = 29
MORTAR JOINTS 1/2" + I/&"THICK
CLA55 "AA" CONCRETE TO BE USED,
THE POURING OF FLOOR SLAB TO BE ACCOMPL15MED BY
FORMING.
ALL DROP INLETS OVER 3'-G" IN DEPTH TO BE
PROVIDED WITH METAL STEPS ON I'-2" CENTERS.
CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK.
JUMBO BRICK WILL BE PERMITTED.
EL- 0.50
4.5' WATER DEPTH FROM PERMANENT POOL
. (-5.00) (POND FLOOR)
PROPOSED RIP -RAP ARC FILTER
TO PREVENT SEDIMENT
MOVEMENT
- EL. (-7.00)
5EC1 ION B-B
OUTLET STRUCTURE DETAIL
NOT TO SCALE
EAST JORDAN IRON WORKS
GALVANIZED FRAME AND GRATE
(V-5GGO)
ALUMINUM GRATING BOLTED TO
4' THROAT OPENING AS DEBRIS
GUARD (3 SIDES W/ 3' WEIR)
1.0% W/FE5
FENCE
I
W
N
t�l
N
d
DRAINAGE 5TRUCTURE5
STRUCTURE #
HOOD / GRATE
INVERT
FF5 # I
1.89
FE5 #2
1.70
FE5 #3
2.50
FE5 #4
2,30
FE5 #5
0.00
05 #6
1.80
0.50
I DWIGHT L. TURNAGE
TAX PARCEL # 1 1740
DB 230, PG 9 1 5
SEE PLAN FOR
PIPE SIZES.
W
ENERGY D1551PATOP PAD SCHEDULE
WIDTH k
LENGTH ft
THICKNESS In
TONNAGE
#I
G
8
22
4
EROSION CONTROL NOTES
SEEDING AND MULCHING TO BE APPLIED WITHIN 15 WORKING DAYS OR 21 CALENDER DAY5
OF ALL LAND DISTURBING ACTIVITIES NOT PREVIOUSLY STABILIZED.
SILT PENCE TO BE INSTALLED A5 SHOWN ON PLANS OR AS DEEMED NECESSARY BY
VISUAL OBSERVATION.
SILT PENCE
NOTE:
THERE ARE NO EXISTING WETLANDS ON THIS SITE.
_'��<2
SEDIMENT STORAGE - EL
ki i3kd CL ( -
WETLAND/AQUATIC V ETATION PLANTfIaI65fA5ON5:
TREES / SHRUBS OCT to JUNE
HERBACEOUS PLANTS (SHALLOW LAND) OCT to JUNE
HERBACEAU5 PLANTS (SHALLOW WATER) MARCH to JUNE
MID-5EPT to MID-OCT
GRASSES YEAR ROUND
GENERAL NOTES:
PLANTING OUT OF SEASON 15 NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE AND PLANING
SCHEDULE DO NOT CORRESPOND, STABILIZE BANKS (UPLAND AREA AND SHALLOW LAND) WITH
APPROPRIATE TEMPORARY COVER CROP AND EROSION CONTROL MATTING UNTIL APPROPRIATE
PLANTING SEASON.
PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (i.e. MASSES OF A 51NCLE SPECIES) WITHIN
THEIR RESPECTIVE PLANING AREAS. OVERLAPPING OR WEAVING OF THE PLANINT AREA EDGES 15
RECOMMENDED.
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 100
MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED, PLANTS OF OTHER
GENETIC PROVENANCES MAY BE UTILIZED WITH THE APPROVAL OF THE LOCAL REGULATORY
AGENCIES.
IRRIGATION MUST BE PROVIDED FOR SHALLOW LAND AND WATER ZONES IF PROLONGED
DROUGHT DRAW5 WATER LEVELS G" OR MORE BELOW NORMAL POOL DURING THE FIRST
SUMMER FOLLOWING PLANT INSTALLATION.
TREES MUST BE FLAGGED IN THE FIELD FOR EASY MAINTENANCE AFTER PLACEMENT IN SHALLOW
LAND AREA. ^.
. CAT . CATTAILS, ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN FOR
MOSQUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION.
VEGETATfVE 5HELF PLANTING SPECIFICATIONS:
THE VEGETATIVE SHELF FOR THE PROPOSED POND 15 AN AREA 12 FEET WIDE WITH A SLOPE NOT TO EXCEED
6: I AND WILL EXTEND A MINIMUM OF 2' BELOW THE SURFACE OF THE PERMANENT POOL. THI5 SHELF WILL
BE VEGETATED WITH AQUATIC VEGETATION FOR PERMANENT STABLIZATION.
LIMING -APPLY LIME ACCORDING TO 501L TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS
NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF I TO I
TONS/ACRE ON FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTON UNIFORMLY AND
INCORPORATE INTO THE TOP 4-6 INCHES OF THE SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE
LIMED.
FERTILIZER - BASE APPLICATION RATES ON 501L TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10
GRADE FERTILIZER AT 700-1 ,000 LB / ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO
THE TOP 4-G INCHES OF SOIL. IF A HYDRAULIC SEEDER 15 USED, DO NOT MIX SEED AND FERTILIZER MORE
THAN 30 MINUTES BEFORE APPLICATION.
PLANTING ZONES
UPLAND AREA:
THE UPLAND AREA PERTAINS TO ALL AREAS BEYOND THE ELEVATION G" ABOVE THE PERMANENT POOL IN THE
VICINITY OF THE DETENTION POND. THI5 AREA WILL BE SEEDED WITH A WARM SEASON GRA55 PER THE
PERMANENT SEEDING 5PCIFICATION5 SHOWN ON THESE PLANS.
SHALLOW LAND:
THE SHALLOW LAND AREA 15 AN AREA THAT BEGINS AT THE PERMANENT POOL ELEVATION AND EXTENDS UP
THE SLOPE OF THE POND EMBANKMENT TO G" ABOVE THE PERMANENT POOL.
SHALLOW WATER:
THE SHALLOW WATER AREA OF THE POND IS AN AREA THAT BEGINS AT THE PERMANENT POOL ELEVATION
AND EXTENDS DOWN THE POND EMBANKMENT AT A 6: I SIDE SLOPE FOR 3' TO A DEPTH OF G" BELOW THE
PERMANENT POOL ELEVATION.
DEEP POOLS:
DEEP POOLS EXTEND EXTEND FROM AN ELEVATION G" BELOW THE PERMANENT POOL ELEVATION BOTTOM OF
THE VEGETATIVE SHELF WHICH ENDS AT A DEPTH OF 2' BELOW THE PERMANENT POOL.
ZONE
5PEGIE5
NAME
UPLAND AREA
SEE SEEDING SCHEDULE
SHALLOW LAND
5CIRPU5 PUNGEN5
COMMON THREE-5QUARE
5CIRPU5 CYPERINU5
WOOL GRA55
CAREX LONGII
LONG'S SEDGE
SHALLOW WATER
PONTEDERIA CORDATA
PICKERELWEED
PELTANDRA VIRGINICA
ARROW ARUM
SAGITTARIA LANCIFOLIA
DUCK POTATO
2a la O 20 4a 6a
GRAPHIC 5CALE: 1' = 2a
READY MIXED
CONCRETE
P.O. BOX 877
GREENVILLE, NC 27835
[phone]
)289 bo
�(cS 0.:a
)m
H.C. HARRIS, JR.
ENGINEERING
SURVEYING, P.A.
2 1 G Main Street
Wlntervllle, N.G. 26590
252.32 1.5GO7 (o)
252.32I .G208 (f)
[e-mail]
CONSTRUCTION PLAN5 FOR
READY MIXED
CONCRETE CO.
2217 Cowell
Loop Rd.
STORMWATER
DETAILS
155UE DATE: 01/29/08
DRAWN BY: J5F
CHK'D BY: MDT
JOB NO. 07059
DWG. NAME: 070595P I .DWG
4LiY 1 9�Sr 1 SCALE: AS NOTED
t` TOP VEGETATIVE SHELF - EL 1.00 HORIZ: I '=30'
10 .. 7 - PERMANENT POOL- EL. 0.50
I OTTOM VEGETATIVE SHELF - EL 0.00 VERT:
2 2 2
SEDIMENT STORAGE - EL (-4.00) DWG. NO
fOTTOM o'-vo"6-
FOREBAY SPILLWAY - EL. (0.50) 5 V V — I
5HEET 2 OF 3

VARIABLE AS DIRECTED
I
BY THE ENGINEER (8' MAX)
EROSION CONTROL NOTES:
1. NO LAND DISTURBING ACTIVITY BEYOND THE REQUIRED TO INSTALL
APPROPRIATE ER0510N CONTROL MEASURES MAY NOT PROCEED UNTIL
MIN I O GA. MIN 12- I /2 GA.
EROSION CONTROL MEASURE ARE INSPECTED AND APPROVED BY THE CITY.
LINE WIRES INTERMEDIATE WIRES
2. SCHEDULING OF A PRECON5TRUCTION CONFERENCE WITH THE ER0510N
CONTROL INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING
ACTIVITIES. FOR INSPECTION PLEASE CALL (252) 329-44G7. A 24-HOUR
NOTICE IS REQUIRED.
3. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES
WIDTH VARIES _
SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 15
'
WORKING DAYS OF COMPLETION ANY PHASE OF GRADING.
NOTE:
EXISTING GRADE
4. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
HAYBALE5 WILL NOT BE AN ACCEPTABLE
DEPTH
DEVICES ON A WEEKLY BA515 AND AFTER EACH MAJOR STORM EVENT. FAILURE
T I =I r �I ICI I —_ I II I I ALTERNATE TO SILT fENCING.
VARIES
TO KEEP EP0510N CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT
STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000
(SEE PLAN)
IN ISSUANCE OF A
2'
4: 1 4: 1
PER DAY OF VIOLATION. SITES UTIUZING SEDIMENT TRAPS MUST ALSO SPECIFY
3 '1 —POST
A MAXIMUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT.
WOOD
5. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION
POST 1
CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO
j
TYPICAL 5WALE DETAIL
BE INADEQUATE.
G. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE
CITY OF THE DATE OF THE LAND DISTURBING ACTIVITY.
7. ACCEPTANCE 4 APPROVAL OF THIS PLAN 15 CONDITIONED UPON YOUR COMPLIANCE
GENERAL NOTES: \�'�
WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS AND RULES. IN
FENCE FABRIC SHALL BE MINIMUM 32" IN WIDTH AND STEEL OR WOOD POST ,r \ \
ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY AL50 APPLY TO
—
THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY DOE5 NOT SUPERSEDE
SHALL HAVE A MINIMUM OF G LINE WIRES W/ 1 2" STAY
OTHER PERMIT OR APPROVAL.
SPACING.ANY
WIRE FABRIC
b. PLEASE BE ADVISED THAT A RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS
BURLAP SHALL BE 7-1/2 OZ WEIGHT AND A MINIMUM
ALONG WATERCOURSES IN THE NEUSE RIVER DA51N BECAME EFFECTIVE ON JULY
OF 32" IN WIDTH. BURLAP SHALL BE FASTENED Q�' \ , ,
BURLAP O
22, 1997. A TEMPORARY RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS
LIi
ADEQUATELY TO THE FABRIC AS DIRECTED BY THE \�
ALONG WATERCOURSES IN THE TAR RIVER BA51N BECAME EFFECTIVE ON JANUARY
MIRAFI 140 OR EQUIVALENT MAY AL50 MAY BE
THESE RULES ARE DP THE DIVISION QUALITY
USED.ENGINEER.
g ����' `'�
DIRECT ANY QUESTIONS ABOUT THE AL CABILIITY Of THESE RULES YOUR PROJECT(n
STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF °- z oC
TO MR. ROGER THORPE, REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL
>
THE SELF -FASTENER ANGLE STEEL TYPE. cal
OFFICE, AT (91 9) 94G-G481 .
_
WOOD P05T5 SHALL BE G TO 7 FEET IN HEIGHT AND
3-4 INCHES IN DIAMETER. WIRE FABRIC SHALL BE p MIN
FASTENED TO WOODEN P05T WITH NOT LE55 THAN 9 3 GROUND LINE
WIRE STAPLES 1-1/2" LONG. �I
READY MIXED
M
-
CONCRETE
ANCHOR BURLAP
TEMPORARY SILT FENCE STEEL I SKIRT 12"-18"
P.O. BOX 877
GREENVILLE, NC 27835
WOOD
[phone]
SEEDING AN1p4;.CHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
USED SHALL BE DETERMINED BY THE ENGINEER.
LIME ..................................................... 2 TON5/AC
10-10-20............................................ 1,000 LB5/AC
0-20-0................................................ 500 LB5/AC
STRAW MULCH ........................... 2 TONS/AC (AFTER SEEDING)
ASPHALT TACK ............................... 200 GALITON OF MULCH
w JANUARY I -DECEMBER 31 ���� WI A'R
SEEDBED PREPARATION AND APPLICATION RATES: NOTE: 50# TALL FESCUE
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE 501L CONDITIONS, IF AVAILABLE. 5# CENTIPEDE = yti
9 9�
2. RIP THE ENTIRE AREA TO G INCHES IN DEPTH. DESIGN OF END SECTION SHALL 50# PENSACOLA 6AHIAGRAS5
EAL
3. REMOVE ALL L005E ROCK, ROOT5, AND OTHER OBSTRUCTIONS LEAVING SURFACE PEA50NAL13LY SMOOTH AND CONFORM TO STANDARD REINFORCED 500# FERTILIZER 3 02 9 b e
UNIFORM. SECTIONAL CONCRETE CULVERT PIPE. 4000# LIMESTONE
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (-SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED 15 PREPARED 4 TO G INCHES ��,,.. `
SLOPES 2: 1 AND 5TEEPEP AND WASTE AND BORROW LOCATIONS: ' ��ijgF�`D"""
DEEP. PLAN i���Y FNtliNE
G. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK '�����11111L���1"`
JANUARY I -DECEMBER 3 I
AFTER SEEDING.
7. MULCH IMMEDIATLEY AFTER SEEDING AND ANCHOR MULCH.
75#
8. INSPECT ALL SEEDBED AREAS AND MAKE NECESSARY REPAIRS OR RE5EEDING5 WITHIN THE PLANTING SEASON, IF
B 50# PENSACOLA BAHIAGRASS
POSSIBLE. IF STAND SHOULD BE OVER GO PERCENT DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER. I-�— C
500# FERTILIZER
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS I I
.,,;,..,_ 4000# LIMESTONE
ESTABLISHED.
FOR PERMANENT SEEDING: FOR TEMPORARY SEEDING: MAINTENANCE PLAN
'APPLY: AGRICULTURAL LIMESTONE - 2 TON5/ACRE 120 L55JACRE - RYE (GRAIN)
FERTILIZER - 10-10-10 ANALY515 Al 800-1 ,COO LB5/ACRE 40 L35 /ACRE - GEP.MAN MILLET BAR OR STEEL D1P�� EST
FABRIC REINFORCEMENT�� � Of GUV� I . ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
5UPERFHO5FHATE-500035iACREOF20%ANALY5155UPERPH05PHATE STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL,
MULCH - 2 TONS (APPROX 80 DALES) SMALL GRAIN STRAW/ACRE Q H.C. 1-1 ARRI S, J R.
ANCHOR - TACKMTH LIQUID ASPHALT AT400GALLON5iACUOR BUT IN NO CASE LE55 THAN ONCE EVERY WEEK. NEEDED REPAIR WILL BE
EMIL51NEDASPHALT AT300GALLON5/ACRE OR CRIMPING "' MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ENGINEERING
70 LB5 /ACRE - HULLED COMMON DERMUDA GRASS, AND
IOLD5/ACRE-CENTIPEDEGRA55 I D E 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES SURVEYING, P.A.
0.5 FEET DEEP.
SECTION END VIEW 3. ALL SEEDED AREA WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND 2 1 G Main Street
MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO Wlntervllle, N.C. 26590
STANDARD FLARED END SECTIONS MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 252.32 1 .5GO7 (o)
NOT TO SCALE 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON 252.32 I .G206 (f)
COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES.
[e-mail]
CONSTRUCTION PLANS FOR:
READY MIXED
CONCRETE
2217 Cowell Loop Rd.
NOTES:
A A
0PJ I. POCK CHECK DAM SHALL BE NSTRUCTED
Of CLA55 B RIP -RAP WITH 11 2" TO CK NO. 57
C�
STONE FACE ON UPSTREAM SIDE.
0
QJ SO'2. H=VARIES ACCORDING TO LOCAL CONDITIONS.
INSTALL AS DIRECTED BY ENGINEER.
Z o- CONSTRUCTION
2-3" DETAILS
COARSE AGGREGATE SPILLWAY SHALL BE G" MIN. BELOW LEVEL OF LOWEST BANK 155UE DATE: O 1 /29/08
SPILLWAY-W MIN. 2'-0"
> 2/3 STREAM WIDTH n
DRAWN BY: JSF
CONSTRUCTION ENTRANCE/EXIT DETAIL � �cHK'D BY: MDT
NO. 57 5TONE JOB NO. 07059
/ H 2:1 DWG. NAME: 070595P 1 .DWG
CLA55 B RIP -RAP SCALE: AS NOTED
A -A B-B HORIZ: 1 "=30'
VERT:
TEMPORARY ROCK SILT CHECK DAM
DWG. NO
DT-
SHEET 3 of 3
GROOVE END ON OUTLET END SECTIONS
TONGUE END ON INLET END SECTIONS
END SECTION DIMENSIONS
DIAMETER
A
B
C
D
E
15"
0'-0
2'-3"
3'-10"
G- I "
2' 0
15"
0'-9"
2'-3"
3'-10"
G'-.1 "
3'-0"
24"
0'-9 1 /2"
3'-7 1 /2"
2'-G"
0-1 1 /2"
4'-0"
30"
1'-0"
4'-G"
1'-7 3/4"
G'-I 3/4"
5'-0"
3G"
P-3'
5'-3"
2'-10 3/4"
8'-1 3/4"
G'-O"
42"
I._9"
5'-3"
2--1 1"
V-2"
G'-G"
45"
2'-O"
G'-O"
2,-2"
8'-2"
7'-0"
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