SW8000824_APPROVED PLANS_20061208

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
,APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I D
YYYYMMDD

REVISIONS
C
Cod/ R���/ Date Description By
LEGEND SITE DATA r C.P. & L. R/W
-- --- - - EXISTING CONTOUR TOTAL AREA 13.7 ACRES i� SITE
p ZONING 1-2
70, _ �� PROPOSED SPOT ELEVATION EXISTING GRAVEL AREA 43,324 SF �� 60' R/W
PROPOSED GRAVEL AREA 21,912 SF �� taz
v DROP INLET w/INLET PROTECTION GRAVEL AREA TO BE REMOVED 4,667 SF RD•
®f- STORMWATER RUNOFF DIRECTION TOTAL GRAVEL AREA 60,569 SF BLUE C1 AY
_ EXISTING CONCRETE AREA 621 SF
CONCRETE AREA PROPOSED BUILDING AREA 24,000 SF
Oi (1+75) LANDSCAPING w/AREA EXISTING BUILDING AREA 74,040 SF 40
OD i ttt� LIMITS OF DISTURBANCE TOTAL IMPERVIOUS AREA 134,609 SF
rsF LOT COVERAGE (IMPERVIOUS AREA) 22.56% VICINITY MAP
.— .— .— TEMPORARY SILT FENCE
�ry LANDSCAPING REQUIRED 4,846 SF N.T.S.
w W PROPOSED WATER MAIN 60,569 SF x 8% = 4.846 SF
°•mAq• \ o tti — SS SS PROPOSED SEWER MAIN LANDSCAPING PROVIDED 5,706 SF
e
o — gp gp — PROPOSED STORM DRAIN ADDRESS OF SITE - 3985 BLUE CLAY ROAD Ihsigner's Plan ('rrutuahun:
`Js TAX PARCEL ID # 3230 0519909 8000
N�
NOTE: ALL EXISTING AND PROPOSED ROOF DRAINAGE "I hereby cerlily Out Ibis plan has I)ecn prepared In accordancc with the lule�l Vrco I l:uNnrr
J AND GRAVEL AREA TO BE DIRECTED TO THE POND 1
as � ('ounl� (hdin:utcrs any tilunn 1b'uh:rilktrcu N'huustl;
4,. 1ipn:durr: r <: - `���pQLH•C:� O�i� O
s a Printed Nautc :ual Tillc: 1')ti151 6.lri jrji, `% .�Q�OfESS/o,\ley
Dale: 11-1 f\v^ .� 9
l(egistrulion Number: 17 i7-1
NORMAL POOL DamsiONS �
����i�GREGOF;\�\� a' a Properly (lwnrrI. erliticaliuu: /111111/
EMERGENCY SPILLWAY z ^
TO BE REMOVED
_ ► � � _ '� � � "I (��c) hcrgh� rrrtttY thus I (ucl :tnt hurl lh4• iurrcnl uuner ul Ihr prul,r114 and th:U up�+n 0
(9) OAK TREES
TO BE RELOCATED receipt of "•lulhoni: lion In-('onstruct' u1\ clearine, grading consiruchon or decelopmom, 0
will he performed in accmdancr w lth Ihis pl ll and that the applic:lhir oldivances :lull rUICs of r,
D� EXISTING 3:1 SWALE EXISTING 18" FES Z, 10.4
w
TO BE REMOVED New Ilanoerr ('homy, the Sidle ul '`forth C aiolin.l ,Ind the I ederal l ioccrmucnl and IV,
EXISTING 18" RCP NOW OR FORMERLY
'$ tF EXISTING 18" FES agencies which are hcrcM muilc port ul Ihis plan. !1. Ihr owner. I !„r1 .tccrpl lull
EX BE REMOVED EXISTING OUTLET STRUCTURE PAUL & MARY BURTON responsibility1i+r (lie construction ;urJ0I)CIiuion :uulntuinlcnuncrol'thcprof, udI.ICIIiIiCN I (n
EXISTING 18" RCP BOOK 1312 PAGE 228 I f' 0
��"►r - m �� EXISTING 18" FES INr) will not ultcm ,t to translir , I thi, rrs ro�ihdny vvilhnut Ihr cvrinrn aulhuriraion ..I A
TO BE REMOVED Nrw I lanuvcr l'uunt_\.' r•Z
1344 ai w
50' CONSTRUCTION SipnalUlc'
F I~
01 - -t7 ENTRANCE h inted Name :md Iitle W rZ 0
I lime
•B t � _ ��. EXISTING 36' CMP
/ _ 1�
.,9r� N N F��
�� x L - _ _ / 60 RIGHT-OF-WAY
- — — _
— C L A Q
.x 8" PVC FOR a . i - °- -_ ; - �� r�
\\s
ROOF DRAINS s�o — --_ �� - _ C�
OR
is D.I. NO. 3 1 P.P _ - -- P. ( ONE -�� - z
ro� RIM 29.0 I / • // \ �\
INV. 25.5 PROPOSED BLDG. 20' i / �- \ I _� _
,1. 120'X200' 1 //' /! ��� T �� �Fr4
y IV I V lL o FF AL5 V , I I. •/ // / • N N i _ �� r. V
N NOTE: ALL ROOF DRAINAGE / / // 18.2 N r
SHALL BE DIRECTED TO / _ r 10' VEGETATED SHELF m / N 36.5 F.I� F�I-i
PROPOSED STORMWATER �- - - / - - - - - - N 2 00,
EXISTING RIP-RAP SYSTEM I - / 242 (SEE DETAIL)
\ \< TO BE REMOVED //� / . . 30.0 i 40' EMERGENCY SPILLWAY 952.40,
O� EXISTING 3:1 SWALE #1 /j��/j \� l I I INV. 29.4 U) ry)
TO BE REMOVED / imam�'; �• / �/ �� � 1 42" FES INV. 24.1
8" PVC FOR 3 ' / /' (2) EXISTING 18"FES INV.2A& I I W/15'x25'x18" E.D.
... - -- -� W/10'X10'x18"ED *15
ROOF DRAINS o 120' , �/ E�xd qE M SWALE #6 I l 42" RCP BLUE
\ . ' Q TO �E REMOVED I R1c�
n ro �\ \ \� �� WHE STOP OUTLET 1
/��"�.ZA— (TYPIOAL) I I I (SEE DETAIL)
a 0
.x EXISTING 3:1 SWALE #2-1' ' if�" ' ZSD� :�. —SQ_ ' �o ' : ✓ r ���� � '' I I I I ..
_ / J
C FOR
TO BE REMOVED ; 8" C FOR ) It I EXISTING BLDG. I I I ROO80 F DRAINS C\2
I ROttrDRAINS /� / r " qe°\ 200'X150' I I I
s D.I. NO. 4 Is
RIM 29.5 I � / � �\ rn I N
a M r INV. 24.6 / �Q I\ o ¢�� I I I II I m EXISTING WATERS OF THE U.S.
P`' EXISTING 18" FES I i . ; a O
36" FES INV. 24.2 rn / I � � a �
W/10'x15'x18" E.D. �t �/ E NG 15" FES Icd
Nei d
�CI 18" FES / �• INV 5.3 I I I^ w +9
En Tip . I EXISTING 15" FES INV. 24.7-�I 2 I1W,Z},j ; N /6 IXI NG 15' FES I Z O
p W/10'xl5'x18" E.D. / 2 INV .4 I I BURTON STEEL (—I �, p
w a / �/
15" CPP ti I
` .. DITCH PLUG z I I I Y 1__- 1 l C7/ \ — _ — J ( 1 NOW OR FORMERLY U2 O l I a
EXISTING D.I. NO. 2 ���/ / — � — — I I
SEE DETAIL r=�41TO BE �••� PAUL & MARY BURTON CYJ c�
( ) m .� DURING CONSTRUCTION a/ m . I I / I Z' X:D
X O I /`\ — I �_ \ I BOOK 1161 PAGE 1792 w i' Z
k ZONING: I-2 W` r- I RIM 27.9 � / I I III q l l
\ EXISTING BLDG. INV. 25.41 I / L \ �
160'X200'
\ \ I FF M,,j EXISTING DI 29.1 I :� / / I� -� �L I I ^ �Oi 0 a
� RIM 29.1 �/ I -L � _ I I (•�) t� (7� O a
' L W
\ D — _ — INV 26.74I ISTOP ` I ' r�2 �l!a F+1 U N v+
\ _ — \ i ��' r• DCISTING _ �J — / (2280) ( L) EXISTING BLDG.
=�►�� 3:1. SW 70'X172' I -- �O�yy yC N
U
RECEIVED
_ - -
\ _ - -- -�-� ,,-' APPROVED
N 41'21'00"' W —�"—_ "'�� GRAV�L a - _ _ i . i NORTH CAROLINA ENVIRONMENTAI. DEC 0 S 2006
-
v --- - u.� I16 MANAGEMENT COMMISSION
FdC SD— —p_&D— — ` ��_ __ ___ - = 't" DIVISION OF WATER QUALITY n W�SZ¢
OS'X3 On \��'c - - = - _-"_ _= '`o CEO -�EC- ZC2�J�v PROD# 9
iS n uinrri
\ I EXISTING BLDG.
\ \ 128'X136' 7—
FF Ess1
i0 S I �35 N C -
\ s n a9 _ _ .. . OL i
J 'Y
/ _ ..
=_ -.-a n,�- S E A L
/ 49zr _-= a>s9 R! _ 17374
'.
t . . . . . .
EXISTING BLDG. F R . . . . . . _ �= � '��j�•�GINE�-`'�
80'x100 :: r g �� �� III / 6 �• �/ �(
OS'X3 FF ,L9;1 �OQ �'/�E'��
/ I
/
l DATE 11-14-06
m x
.'�--�.--.._•.-.-_•-- _ -_ _ I DESIGN PGT
•�L I �e \ _ -_- - - f l+__ ,d° t � Q DRAWN JWH
W
C \ 0' N N 2Z22.S9' s
\ / s C1
ZONING: I-2 Now oR �
a i rye /1 = 60' $ FORMERLY °e
\ 'VFiyT �/ "HUMBLES"
BOOK
PAGE 356 356 SHEEP 1 OF 2
0 -072

a iO i iv �,� / Da REVISIONS
te Description By
0 I 50 LEGE D f'GR/ C.P. dr L. R/W
b SITE DATA _
a 1 SOUTH EAST CORNER - — — - EXISTING CONTOUR TOTAL AREA 13.7 ACRES i�
G .. Q OF PROPERTY LINE p ZONING 1-2 �� SITE
p o 6•_0, 0•_0„ /y . PROPOSED SPOT ELEVATION EXISTING GRAVEL AREA 43,324 SF 60' R W
Qr PROPOSED GRAVEL AREA 21,912 SF i /
DROP INLET w/INLET PROTECTION GRAVEL AREA TO BE REMOVED 4,667 SF i 13z
107_4. -� R� I ®f- STORMWATER RUNOFF DIRECTION TOTAL GRAVEL AREA 60,569 SF g�UE C1�y RD.
so. EXISTING CONCRETE AREA 621 SF
55,_O. + CONCRETE AREA PROPOSED EXISTING BUILDING AREING A 74,040 SF DOO SF �/
(175) LANDSCAPING w/AREA
40
� LIMITS OF DISTURBANCE TOTAL IMPERVIOUS AREA 134,609 SF
17o'_1j. 86''1' LOT COVERAGE (IMPERVIOUS AREA) 22.56%
-P� — ._ .'W TEMPORARY SILT FENCE VICINITY MAP
e LANDSCAPING REQUIRED 4,846 SF
N.T.S.
µ35 w w PROPOSED WATER MAIN 60,569 SF x 8% = 4,846 SF
'Pe — ss ss LANDSCAPING PROVIDED 5,706 SF
�4 PROPOSED SEWER MAIN
i 2re_5" — SD SD — PROPOSED STORM DRAIN ADDRESS OF SITE - 3985 BLUE CLAY ROAD Designer's flan ('enification:
TAX PARCEL ID # 3230 0519909 8000
2 NOTE: ALL EXISTING AND PROPOSED ROOF DRAINAGE "I herchy cerlik that this plan has lxl.n prepared in accordance with the latest New Ihinvver
17o'_ .
AND GRAVEL AREA TO BE DIRECTED TO THE POND ("aunty Ordinances and tilorm W':ater ?)esign Manual."
182'_10'
0
196'_2+ �i t'ncd a re
214'_8• Printed Natuc and I'ille: Pho itp l Ttipp,•h.I ._
o o I)atc.
p _ j Registration Namher: 17 'd 1n Y N n v l
0 M M NORMAL POOL DI1�I�TSIONS a /�
N
" u7 Properly I)eancr('enificaiion: W
o ao EMERGENCY SPILLWAY Ea-�
TO BE REMOVED z
" (9) OAK TREES "1 (w`G) Ixrrh% certify that I (wet uca (are) the CURertt owner of Ihr prolxnl and that upl+n O Et7-11
o cY TO BE RELOCATED receipt of "Authnri7ation-To-('onstr :rt'" any clearing, grading, ronstrucliun or dcvclopnarnl. V yt-y
will he perforwed in accordance wit' this plan and that the applicable ordinances and rules ill'
EXISTING 3:1 MOVESWALD EXISTING 18" FES Z E"4 W
- � � TO BE REMOVED New llanuacr ('runty. the State of North Carolina and the Federal (ioccrnnlc•n1 ;and ttc
° �� y EXISTING 18" RCP NOW OR FORMERLY
of �
1-:
_ Z� EXISTING 18" FES agencies which are herchy muds , . n of this plan. As the nc - I (wet .vup
11-4
A �� EXISTING OUTLET STRUCTURE PAUL do MARY BURTON res ,nsihilily li+r the constntction ar;.. o ration and maintenance of the ro )sed Ihcilifies I
o �� / _ S TO BE REMOVED fn Ix' f !"
o EXISTING l8" RCP BOOK 1312 PAGE 228 {1�'e) will not :altenapl to Iranslcr of This rcspansilfiGty without the tvniten aulhoriralion ill OEXISTING A
1_ 1344.81, _ �_ _ _ TO BE REMOVED
S NewILmoverl 'ounty.' W N y
0
50' CONSTRUCTION �iltnaptl'c __
o S36 g - ENTRANCE Printed Name ;and 1 ille: W ��s
flatc
EXISTING 36" CMP T�4\
\ q ' n n �' ` - —� _� C/L 60- RIGHT-OF-WAY
\ . 8" RIC FOR o+ -' --1- _ _ _ A 0�-a
\ o ROOT DRAINS s+ \ D - - NG --
D.I. NO. 3 P. tTi)ty -- -� _ '7i
o RIM 29.0 yB5 / // \ n \ 'Rgga� _ _ ~ W f� z•�
o m o INV. 25.5 PROPOSED BLDG. 20, a /// �. I N /� �� I -- _ _
" o ' 120'X200' 1 /�k /// T�
0 n ` a g FF 31.5 //
° O a NOTE: ALL ROOF DRAINAGE �a / / {/ 18.2 / 00 _ — v ' r, a�►
ad SWILL BE DIRECTED TO (
\ N M PROPOSED STORMWATER ° o I '� / 10' VEGETATED SHELF m N 3s'S., ��
' o . EXISTING RIR+-RAP o"ImSYSTEM I / 242 (SEE DETAIL) N o" ty _ W w
\ L TO BE REMOVED o ✓ /// 1 . . E t 0
o , /)// / 30.0 40' EMERGENCY SPILLWAY 952.40,
EXISTING 3:1 SWAL.E #1 " / _ INV. 29.4
00 °N°` I TO BE REMOVED /
IEXISjlNG IN 42" FES INV. 24.1
o M 8 PVC FOR ----�. / W/lo'xyo'x18"ED W/15'x25'xl8" E.D. *15
° EXISTING 3:1 SWALE 6 BLUE
ROOF DRAINS u 120' 1, # I 42" RCP B rT ,�
` o o TO PE REMOVED
M ,.t
�• \ /�
o ! �\ WHE STOP OUTLET STRUCTURE
(TYPIOAL) I I I (SEE DETAIL) It
s EXISTING 3:1 SWJ J2 , e / \ 1
o \ # ' " TO BE REMOVED ° 8" C FOR- �� �`' S : ✓ 1 I III 8" PVC FOR 00
CV N I ., ��� r n� o\ EXISTING BLDG. I I ROOF DRAINS
o M " RO DRAINS D.I. NO. 4 / ^ ( 2s I 200'X150' I I cd
n " t RIM 29.5 I \ FF 2U l3
e I N
n INV. 24.6 / F� \ '�°o I I I II
I rn EXISTING WATERS OF THE U.S.
o EXISTING 18' FES F v
\ 36" FES INV." 24.2 O
W/10'x15'x18 E.D. �f / // EXI NG 15" FES
0 o 0 3 2 I G 18" FES ` INV 5.3
o n 0 to rW EXISTING 15" FES IW. 24.7 T � IINV Z}`Z � 6 z � O
.+ " o � , > 'I / yp� �/ 1 / 1 . � IXI NG 15" FES I � BURTON STEEL Ft N �+
0 40` o o +%i W 10'x15'x18" E.D. S / / / tut INV 4 / 1"�1 S t O CD
DITCH PLUG Z1� I 15" CPP f (\AV/
- -w - - - - - I � �in \ EXISTING D.I. N0. 2 NOW OR FORMERLY Ul(SEE DETAIL) �it) I Oto m TO BE PROTECTED 7ao I �— I PAUL do MARY BURTON Z +, z c� zW: I DURING CONSTRUCTION I / �� N - \ I --t I I i BOOK 1161 PAGE 1792 W Zi cc
z
\ ZONING: I-2 I— RIM 2.41 / / I
EXISTING BLDG. INV. 25.41 I ��� / � [r� =—� �\ \
\ 16o x2oo' I o \ t O O O wro ILI
EXISTING DI 29.1 (�- O yrn � � RIM 29.1 / / / / I � i ��- � I I I N � `� F/ �- Q+o INV 26.74 / / / — ( APPROVED
N m ao o ' 0 m 5%.0 o — / / /�/ WH ISTOP ! ^ U
\ — — — — EXISTINGI NORTH CAROLINA ENVIRONMENTAL
o / o D(tS11NG 3.1 14- -rn_ I� / /// (2zao> ( 71 L) 7 LDG. � I �I i MANAGEMENT COMMISSION X
_ N
\. `-w '�`�'! - - -- — - -+•! / \ I I 'I DIVISION OF WATER QUALf(Y RECEIVED E-� �' a � co I ' � I III d G�
\ o N 41-2l'oo" W __ _ _=L-- _ GRAVEL ' t° I SEP 1 9 Zp06
v --�-- --_ -- _ _ -- -- - - - - - _ ' I
\ v,, 4 — 6XSD— �� o / / _ �' =— — .�_ I�N��2-5-0 _ DWQ
\ rp� FX.SD— it / / / w/ 10'x 5 x1 �a�.., � - ` N o �J(NZ� 7824
�b —
.� Nq qua _
l c, 2 _
w/ Jf� �18 ED�se �i — 11 47'21:QA�'�W
\ EXISTING BLDG. / F / '� i sea — w-_ - 3 —_ J
\ I 128'Xl36' oy I ( I ;.':' : ' \ -- — __ _- _ ''=r .Z o �� �} ESS1 �.
\ SOS / / / , ": :i..-` �_ _ / - 3s.7s �----Tss _ =3. i.....�y.
am.OWN OWK
.. a
i/ ev 7c - -- - - -- - - — 37M to 17374 Q
EXISTING BLDG. a a I I � yg i ,,�� .. - - - - --`=- _ _ _. '.z-� _._� �jA �tGINE�''
80,X1009
w., 9 FF +al.@.�. p. M �� \`\\��
- o OS'x3 I / y Q °� - �ttnnual
0 6
.� _ .1•.._... ^-• - ._.�. - i I I�?I :d°�e i _ DATE 9-1 1 -0
c
DESIGN PGT
an n _. /._ _/, - _ � I � . .� - \ �� _ --- LLJ Q x DRAWN JWH
to
\ \ �4� / / / i N Nee
44'09'Oo-W W _` _ -- - ' g-�- v► -" n+r W O (n
C 1
U PLAN
n� / 1 = 60' ZONING: I-2 NOW OR m
\ \ ' 0
NOW$ "HUM FORMERLY
O
P�AGOE 356 DATE PRINTED SHEET 1 OF 2
SEP 1 9 Z006 06072
— - —

SPRING-SUMMER REVISIONS
6'-8 VARIES MIN. PERMANENT GRASSING DETAIL Date Description By
30 WEIR"
= SEEDING MIXTURE
_m STEEL OR WOOD POST lea= RATE (b/ocrvi)
A A s WIRE FABRIC SERM LEA J0
COMMON 896ROACPA10
FILTER FABRIC G FESCUE ERMAN � 501-42- RCP MIN. 12-1/2
•cA 0 m
PVC PIE INTERMEDIATE WIRESM SEEDING NOTES
6" 6'-0" 6" 6• MINIMUM 10• 1. WHETS A HEAT APPEARANCE 6 DENIED. OMIT SERICEk
TOP OF BANK EMBANKMENT VEGETATIVE SHELF �A BERa ss MAY BE ON MATED 5 rt �
EL 30.0 --
GALV. BAR GRATING - 1" x 1 8" BEARING BARS MAX OPENING�4 o ANCHOR FABRIC SKIRT FLOOD POOL EL. 26.2 SEEDING DATES
FASTEN WITH TYPE JCLIPS/ATTACH TO 1-1/4� It 1-1/4" xi/4 0l ao AS DIRECTED BY ENGINEER Z APRR 1 - JULr is
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE in
POOL NORMAL POOL EL. 24.2
7 849
CLOTH OrR SMALL DWMEfER EL 24.2
1 ORIFICE 8 MESH .020 WIRE) 3 1 1 6 SOIL AMENDMENTS
TOP OF BANK APPLY LINE NO F17f161ZBt ACCORCNG TOSOIL TESTS, OR APPLY 3,000 A/awe
COUNTY FLOOD POOL 28.45 1 3 MOLM ACRIaA_TUIRE UMMONE AND 500 Ib/awe 10-10-10 FERTILIZER.
NOTES: FOREBAY MAIN POOL
42 RRCP STATE FLOOD POOL 26.2 1. FENCE FABRIC SWILL BE A MIN. OF 32w IN WIDTH AND BOTTOM EL 21.2 1
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY 3 MULCH
SPACING. s 3 BOTTOM APPLY 4,000 E/awe GRAN STRAWOR EWNAU]R COVER EI HIG OR Y CRIMPING
POND SLOPE TO BE SEEDED IN ACCORDANCE EL 18.2 iRIICH. ANaIOR T TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRMPING
ORMAL POOL 24.2 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF TO SEEDING SPECIFICATIONS WITH A MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
4.2 INV_-,2¢,2 36" IN WIDTH. FABRIC SHALL BE FASTENED • 6:1 VEGETATED SHELF TO BE PLANTED USED As A HRuxH ANCHORING TDDL
INV. 23.7 (O ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE WITH WETLAND SPECIES I.E. COMMON THREE
• ENGINEER. SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
3 o SEDGES SMARTWEED WATERWEED do WILD CELERY MAINTENANCE
1 I 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE • A PUMP WILL BE PROVIDED TO DRAIN THE BASIN
SELF-FASTENER STEEL ANGLE TYPE. FOR MAINTENANCE AND EMERGENCIES REFEmRUE TEE FOLLOWING APRIL WITH 50 b/awe NITROGEN. REPEAT AS GROWTH
6" 6'-O" 6" REQUIRES. MAY RE MOWED ONLY ONCE A YEA. WHERE A HEAT APPEARANCE 5
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' DETENTION POND & FOREBAY SECTION Dom• OMIT AND MOW AS OFTEN AS NEEm.
TEMPORARY TO 4' IN DIAMETER. WIRE FABRIC SWILL BE FASTENED
SECTION A - A GRAVEL BOTTOM 18.2 TO WOODEN LONG
POST wrrH NOT LESS THAN 9 WIRE STAOLE "NTS PERMANEFALL-WINTER z
NT GRASSING DETAIL
FILTER
DETENTION POND OUTLET STRUCTURE TEMPORARY SILT FENCE SEEDING MIXTURE �
NTS NTS 149SEL RATE Ab/acre) U1
TALL FESCUE THREE (BLEND ) OR 2DO �1
25 F
SEE PLAN T
SEEDING DATES 1/�1
AMAWUGUST - ECEM
ARRIL
AUGUST - DFCEIIBQt
I� 43.6' SOIL AMENDMENTS [� Z
APPLY LINE AND FERTIUM ACCORDING 70 SOL SITE WORK NOTES GROUND AGRICULTURAL USE LOWERR PATE OEM OR N�SOW SOILS))�ANORI/� W
III OP A A z 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING t.00D a/awe 10-10-10 E7>z�. w
Cam• COLLAR 5 CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. 0
a. 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS MULCH Q�
BOTTOM OF 1 TOP OF BANK EL 30.0 W OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. AwLr 4oaD a/aae GRAN STRAW OR EQUIYA.ENT COVER OF ANOTHER SUITABLE V) ��4I
�G SPILLWAY EL 4 U) 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, MGCI ANOH+GF sHRAw ar rAaaNc WITH ASPHALT, ROVING. OR NETTING OR BY atIMP-
,.-,,. ELEV. VARIES QJ VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC N G WITH A MULCH ANCHORING 700L A DISK WITH BLADES SET SET NEARLY STRAIGHT CAN
CONIC. N
I={I � 'S MU � TOOL.
OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. BE A 0 . w
M/A! 4. MUCKING: CONTRATOR SHALL
WNER AND
REPRESENTATIVE OCCOORDINATECREMOV OF IANY SOFT AREASTHEIR GEOTECHNICAL -1
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE MAINTENANCE
2 -3 • CEMENT SEE PLAN REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. p�� CORDING TO SOIL TESTS OR APPLY 40 b owe NITROGEN IN 14ANUAR• E 4 w ry
BRICK FLOW 6 MI 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. OR FEBRUARY, 40 A N SFPTEMI" AND 40 b N r ' W
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED 16-4-4 OR S" TIM EER NUM AVOID FFRIRIZER WKICAT06 DRN60 w
EARTHWORK CONDITION. HE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND A WAN ��' AS THIS INCREASESINCREASESTOSTAND LOSSES TO DISEASE. RESEED FERTILIZE.
4' EL 30.0 D LARCH DAMAGED AREAS IMMEDIATELY. MOW A HEIGHT OF 2.5-3.5 INCHES
2" - 3" �� FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. AS NEEDED. Z
CONIC.
COARSE AGGREGATE Q 29'4 SEE PLAN 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
�
3000PSI
, 1 11 PROPERLY PERMITTED FACILITY AS REQUIRED.
3 -3- FILL R FABRIC 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL LATE WINTER dt EARLY SPRING A
TEMPORARY GRAVELLED sEcrloN A _ A ((APIPROVEID EQUAL) N EXISTING
ALON ROADWAYS ORORIGHTUOFOWAYSE PUBLIC AREAS COMMENCING
OR INPRIVATEEXVAT10NS TEMPORARY GRASSING DETAIL Z
SEEDING MIXTURE Q
EMERGENCY SPILLWAY DETAIL ENERGY D I SS I PANTO R SONNEL OF
THEREASEM INTENT TO EXENTS, THE CAVATE N SHALL NOTIFY
NOT LESS HANPRIOTDAYSRPR OR TO EXCAVATING. RATE (w/acre)
DROP INLET DETAIL CONSTRUCTION ENTRANCE NTS10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ �g ) 120 ~�
NTS N RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH =110 lespedezo (Kobe in
APPROPRIATE PERSONNEL Piedmont and Coastal Plain, c L Z
11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING AND SUPPLIED BY THE OWNER. Korean in Mountains) �/�r, F„�
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE Ornit annual Iwpedezo when duration of temporary teporary cover is n to extendW 0-I
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER beyond June. E
PRIOR TO INSTALLATION. SEEDING DATES
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE 13. HE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT O
NOTEu
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. Mo1KdaMe - Move 2500 R: Feb.Fb 15-May t5 �F7-E
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER Piedmont Jan. 1-may I
Below 2500 ft Feb. i-May 1
AT FINAL GRADE. Coastal Plain - Dec. t-Apr. 15
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY SOIL AMENDMENTS V
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
* 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING Folio rr recommendations of son tests or apply 2,000 lb/acre ground ogricul-
+ 0 WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS Rural Ih"tons and 750 lb/ocre 10-10-10 fertilzer. Y R
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT 0
y TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. MULCH
y 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT w 00
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE OR A MULCH
�2 HMO. AA DISKHOR WITH A TACKING WITH ASPHALT. NETTING, T INI �
OR A MULf%1 Tool. A DISK WREN BLADES SET NEARLY STRAIGHT CAN BE �J
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. USED AS A MULCH ANCHORING Ton.
p 30' MIN. 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS Z (d
AND INSTALLED AV � 2X4 WOOD FRAME 19. USE WHITE LANE NMARKNGDPAINT ANCE VFOR ALL PAVEMENTH TMARKINGS.MPANT SHALL BE A MAINTENANCE
T.O.B. CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, Fil
RefeAlRzs R gn>Ww is not fully adequate. Resasd, rsiMBize and mulch im- O
+•� STABILIZE SLOPES AS PER - I ' WOOD OR STEEL STAKE NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR medot* Tolbriaq erosion or otter damage.
SEEDING SPECS -III-III-III I FABRIC NIGHT REFLECTING. co
- -I 20. DUCTILE IRON SHALL BE CLASS 50.
-ICI-I�I-
'-I I I- I ' TEMPORARY SILT 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE TEMPORARY SUMMER GRASSING DETAIL o
30' MIN PLUG w/APPROVED FILL MATERI 1 I- I 1� FENCE (SEE DETAIL) STRENGTH OF 3000 PSI O 28 DAYS - AJR ENTRAINED. co
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR SEEDING MIXTURE � >~ o
INDEPENDENT
-I ' 2
BY HE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
FLOW �. RATE (b/acre) Tr �� +� � to tfJ
RUNOFF WATER PAID FOR BY HE CONTRACTOR. cmMAN � 40 V O I I a
w SEDIMENT- 23. SEE GEOTECHNICAL REPORT NO. -, DATED , BY _-___- CY) C) d
roE of olrcH / FOR ADDITIONAL REQUIREMENTS. N THE PIEDMONT AMU MOUNIANS, A SMALL-STEMMED SINDAN RiAss MAY BE Z 4 1 Z
SUBSTITUTED AT A RATE OF 50 LB/ACRE. rc
�/^ OOOO SEDIMENT D P INLET CONSTRUCTION SEQUENCE w Z� Z
PLAN DITCH PLUG DETAIL is 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR SEEDING NOTES �i I (
xrs EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). rA O O O w
BURIED FABRIC SKIRT 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED MOUNTAINS - wr 15-AUG. 15
STD. M.H. RING dt COVER PRECAST 4" RISER RING AS DIRECTED BY ENGINEER INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. PIEDYGR - MAY 1-AUG' 15 0I) O� O) a
COSTAL PLAN - APR 15-AUG. 15
MIN WEIGHTS: 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING W ("I
FRAME: 208 LBS. BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. n
COVER: 120 LBS. PRECAST M.H. UNITS WRH INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING SOIL AMENDMENTS ~( -r O $
CAST IN PLACE STEPS O 12w OC CONSTRUCTION. `w''
DOT APPROVED FOLLOW LIMESTONE
AND 7 5 OF SCR TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL- P+•y r-+� 'q
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. RWAL LNESIDNE ,MUD 750 LB/ACRE 10-10-10 FIIRRII2ER.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE E d' a. CL.
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE MULCH
3/4" CEME41�
CLEANED OUT AS STATED OR WHEN HALF FULL.
MORTAR SE 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN APPLY 4,000 tD/ACRE STRAW. ANCIM Srtaw BY TAa10NG WITH ASPHALT• MErtNG,
2X4 WOOD FRAME NOpp OR DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER OR A MULCH ANCHIOIaO TOG- A DISK WITH BLADES SET NFARIY S RWfT CAN RF
MULCH ANCHORING TOOL
STEEL STAKE FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. USED A
to 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
M,H. _STEPS1 - " 1 w _ DROP I� BURIED FABRIC SKIRT DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM MAINTENANCE A
1 -0 OC 7. AN4"RING LAYERTOFTOPSOIL SIPHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
RUERIRJff IF GROWTH IS NOT FULLY AOEOIIATE. RFSM. REFERm na .Nr
B. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF METRALLY BRoSpM OTHER oAA7AGE
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.9. CAR
lAl lRu(N� /
,N 10. MOIRE STRNG NNTAIN ALL RTOMIEASURES M Y BON CONTROL ER REQUIRED TO URES UNTIL PROJECT
HA TECROSION�IFL HOSE ON THIS �`,ETE. \¢\�N
BLOCK M.H. PLAN PROVE TO BE LESS EFFECTIVE. TEMPORARY FALL GRASSING DENT L ;c' 51 ..1y
MANH11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
SHALL
LE DIAM 5 3/4 SEEDING MIXTURE = i S E A L
UJI - " PIE ZONE GATHER ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
B LARGE THAPATE
N
TME 8 �� EXCESS MAINTENANCE REQUIREMENTSleg ' 120 i••. 17374
4D
6" O.D. 6" Rye (grain)
o FORM FLOW CHAN MIN. MIN. 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOP STABILITY AND �TtCINE� . \
Li NOTES: OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN SEEDING NOTES /`�/�
K
00. � 1. AS SYNTHETIC FABRIC. USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH PRACTICES AS DESIGNED.ONCE EVERY WEEK. ANY MOUNTAINS REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
FINAL SACKFUL N g�E AS POLYESTER, OR ETHYLENE YARN-EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW COASTAL
- AUG. 15-DEC 15
qppE�AT�p COSTAL PLAT and PIEDMOPIT' - AUG. 15-DEC 3I1 /III1I1I111
e s ON THE PLANS (50 LB/ (INCH MIN.)-THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2
cO .A.. INHIBITORS AND STABWZERS. FABRIC SHOULD BE SUFFICIENTLY INCHES OF 4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO
3' MIN. POROUS TO PROVIDE ADEQUATE DRAINAGE OF HE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC N A TRENCH AND SOIL AMENDMENTS DATE 09-11 -06
CLASS 1, 2 OR 3 SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM BACKFlLL HE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE HE STREET WILL BE IMMEDIATELY REMOVED.
O O D APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET FOLLOW SOIL TESTS OR APPLY 2,000 le/ACRE GROUND AGRICULTURAL DESIGN PGT
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. LIMESTONE AND 1,000 LB/ACRE 10-10-10 FEIM-M.
3'-3" MIN. 3'-1 3 " MIN. CLASS 1 OR2 _ 2. CUT FABRIC FROM A CONTINUOUS ROLL O EUMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT PCOL NO LONGER DRAWN JWH
_--- II II • MIN. OVERLAPPED TO THE NEXT STAKE.
I-III-III=I�-III= 3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT DRAINS PROPERLY. MULCH
CONC.MH B K PR CAS MH RINGS -III-III-I I(-III-I METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF HE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT APPLY 4.oao LE//A�tE STRAW ANCHOR STRAW BY TACKING wmi ASPHALT. NErnNG.
IIJII�II-III_IIL` ST�E ELEVATION DOWNSLOPE FROM THE DROP INLET O KEEP RUNOFF FROM 0.5 FEET DEEP AT HE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY OR A MULCH AiGIORING TOOL A DISK WITH BLADES SET NEW STRAIGHT CAN BE
SECTION FOUNDATION 4. SPACE STAKES EVENLY AROUND HE PERIMETER OF THE INLET BYPASSING THE INLET IT MAY BE NECESSARY O BUILD A TEMPORARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS USED AS A MULCH ANCHORING TOG- /�I
MATERIAL A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. /\\J,
HE GROUND, APPROXIMATELY 18 INCHES DEEP.
DUCTILE IRON PIPE/C-900 5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET MAINTENANCE
STORM DRAIN MANHOLE DETAIL PPE BEDDING DETAIL TEMPORARY FABRIC DROP INLET EROSION CONTROL 2
BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. Mpair and rwhwtime domaasd areas immedately. Topdnes with 50 lb/acre
d nMrogar in Moroh. M x naceseary to extend temporary Cava tl
NTS NTS 6 O SPECALL IFICATIONS IN TTHEEAS WILL BE FVEGETATTIVERESEEDED
AS TO MAINTAIN NECESSARY,A VIGOROUSHDENSEED ORDING or Koean5. (Mountains)
ov�edirs) iespedeth 50 acn I� (Piedmont and�CNarc Plain SHEET 2 OF 2
VEGETATIVE COVER. O6O7Z
SEP 19 2006
- 7 7 - - -
7

REVISIONS
Date Description By
C.P. k L. R/W
SITE
i� 60' R/W
32
CLAY RD-
LEGEND
i gLUE
— — — — EXISTING CONTOUR SITE DATA
40
�P PROPOSED SPOT ELEVATION TOTAL AREA 13.7 ACRES
ZONING 1-2
® DROP INLET w/INLET PROTECTION EXISTING GRAVEL AREA 39.717 SF VICINITY MAP
PROPOSED GRAVEL AREA 2994 SF
STORMWATER RUNOFF DIRECTION PROPOSED CONCRETE AREA 551 SF N.T.S.
CONCRETE AREA TOTAL GRAVEL AND CONCRETE 43,262 SF
PROPOSED BUILDING AREA 2,100 SF
(175) LANDSCAPING w/AREA EXISTING BUILDING AREA 71,940 SF
— OFFICE AREA 256 SF
— WAREHOUSE AREA 71,684 SF
LIMITS OF DISTURBANCE
TOTAL IMPERVIOUS AREA 117,302 SF
w ,SF ■— .— TEMPORARY SILT FENCE LOT COVERAGE (IMPERVIOUS AREA) 19.7%
— ■— ■— �J
wt w PROPOSED WATER MAIN LANDSCAPING REQUIRED 3,461 SF F--I
43,262 SF x 8% = 3,461 SF S O
— S SS PROPOSED SEWER MAIN LANDSCAPING PROVIDED 3,940 SF
— SO SD PROPOSED STORM DRAIN ADDRESS OF SITE — 3985 BLUE CLAY ROAD f�!
TAX PARCEL ID # 3230 0519909 8000 U)
eeJ�, NOTE: ALL EXISTING AND PROPOSED ROOF DRAINAGE
AND GRAVEL AREA TO BE DIRECTED TO THE POND O
N
LO NORMAL POOL D1]�i3ION3 H a
\\Jenny\c\jobs\2002\02034\CERT. tif zo
N 1rT�1
O H4 1�7
EXISTING OUTLET STRUCTURE O
° - __ - _ - _ INV 24.20 2?PVC 0 A
0 ` _ INV. 24.20 (187 w
1344 81 - - - _ INV 21.90 BOT NOW OR FORMERLY
- EXISTING o � �
_ _ _ - INV.24.1V.24.1 PAUL h MARY BURTON
o _ W
N S365200 E - _ �D 1511GI 2 _ oo° _ BOOK 1312 PAGE 228 W O
—
qq _ O° � EXISTING 36• CMP
0i i — z w
o n o ' Ld
- �_ - C/L 60' RIGHT-OF-WAY w
\ 0 1B' FES INV. 2 .0
° o \ _— v _- _ - -
♦ a M 40' EM N � - _ _ _�_ - _ Z �V z
o SPILLWAY INV 25. \V !t!►El _ — _ N ray'
o ° 1 - P.P. - � p�- _ _� H W ` '
o \ P.P. 1 u
O N ° / I N / T — — �/1 O
1I r
� _ r/��' v
00
O �� NI 3
° N OM O
° r> I N
\ 0 ° oM o0 EXISTING 15" FM W. 24I7 •OQ I B I 1 I I 6 52 0p"— _ _ __ w W W H4
n W/10'x15'xi8' E I / �� _ E' 41­4 E
_
3 o EXIS%RG ROOD;DRAIN SYSTEM _ I II 952 40
0 c6\ son 'mm ALk, - -
p M ° �� ' XIRGmr1 Ji19m IVO.
N ♦ 'io BLUE
Rj%r
'100 O �:400 0 NNW �eT1911gG Iti0 \ ° (2) ISTRIG 18"FES INV.2.4& Q
" H �N I W/t xt0'x18'ED .14
o R 'I ° •I/� r ��_... o. j€X191'IGI �tCP I I I I I EXISTING WATERS OF THE U.S. i�4 w
o m\ • „ PROPOSED WASTE I — --- -------�\ �/2.4.Z � FESNV
I , . APPROVED
N N \ AREA FOR MATERIAL EXISTING BLDG. I NORTH CAROLINA ENVIRONMENTAL
O FROM 3927 BLUE °
M ° a �I CLAY RD EXISTING D.I. N0. 2 i �� 151 2m 0,x�, i 13 MANAGEMENT COMMISSION Z
�I I I I 00
INV. 25.41 Q I °° °° ' � i l DIVISION OF WATER QUALITY N
W
° ♦ N o'I •' I I I a v4 o I I I I I tv 76A.,'ZcX� W 0
O'Col
\ ° Ax:now
'a /I� I snNG BLDG.
IX II ' jay0l I I 1` BURTON STEEL F + OI CCO
�' 0­1 J FF JS a 1 5" FES160X200 INV 26.4 FloInI d
( r — — — - -
NOW OR FORMERLYa
lz I I PAUL do MARY BURTON z Z co i
EXISTI G ROOF DRAIN SYSTEM _ r^, co �p
�I I I 1 BOOK 1161 PAGE 1792 W i
EXISTING DI 1 e�' \ ( 0 O O z
\\ ♦\ �rn I RIM .1 ' \`'�Q / ��i _l I I w 0 M W O a
INV 2 4 EXTEND EXISTING
o _ ' ^ �+ Im
\ 04 �o �^ o — c0 0 -��m 31 _ (2280) I I EXISTING I ROOF DRAIN SYSTEM �W •��+ o
o��.No.4 O e METAL BUILDING I \ 03 FF 'vQ N
ELEv 31.0' 1 I I L LEY, V f?*V. ��y yH�� ryN-��
9_ °me 70'x142' o� �I I REV ■ eIVe -�D
♦ o o _ -26.0— _- - - � o /
o N 41-21-00" W --'�'�r`'r� GRA I °u `. _ _
MAY 2 5 2006
\ v,• o - --- — p
P -- - - - -- 2• t INV 25.8 `— _A` JNY ��0 _ � I q
— - w/ I O'x 5 xT8` ED- --_ __�_ ��l�la a C�� DWQ �,^r+ �` f
.m.. �, „&%TCH EXISTING G e -���=- � CONCRETE fiO i ` �ROJ# �)6u Zy�/7(� N
Erar N�J .
I BUILDING D- -SYSTE_M
\ ` I °. - 0 2 rt E NY 24.8 �.. �4_ _ uiii i q
\ M ue' , ous¢ " [� - - - _ 5 +� - _ - _ . w'11��. S'j118"I ED — — — — ——— — -- M 4> t 2t O(}*'w (�`,q�.'K
\ I �oPvsEn . MBA B EXI G GRADE - — — —— — m ESSIgj_ 'L
r.r M.5 .9J/
\ S yN'1o� S A e •ob, . C� / I vl - .�a.>s - 3>.J8 �'�� _ _ 4
�t-3&3 � III UI I 37.41 � � s>ao •��• •:
/ I _
°FM I� ca cc .-. � 37'se _ �� 17374 -
— — �`���
♦ s° ---�i '40' o, swn cas. vusc �, I �Z �, �, � � �
r.e.e-w.5 °
DATE 05-22-06
\ — ---- -*'! 6 _ — am c swc. I —___—__-_-- I ^r° DESIGN PGT
4014' 00 DRAWN SCM
° Sow
N4-VO9'
ZONING: I-2 x 2222.59' _s
\ C 1
f g NOW OR ro
FORMERLY*HUMOo
v \V BOOK Bs 7 DATE PRINTED
g \ PAGE 356 SHEET 1 OF 2
MAY 2 3 2006 05107

REVISIONS
N .
Date Description By
10'
TOP OF BANK EL 29.2 N�4
SSPI LWA OF
28.4 1
z
0
6, 11r-/ooll�
EL 29.2 V 1
EL 29.4 Z
-
A
EMERGENCY SPILLWAY DETAIL L19" RCP A •I w X z
SITE WORK NOTES
2' I.D. i. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WiTH EXISTING
PVC PIPE ` CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. MT1 0
JA � 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS RECEIVED ;�l
� OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
ELF VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC U
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. JUN O B 2006 t.4
GALV. BAR GRATING - 1" x 1/8" BEARING BARS SMAX OPENING 4.1 4. MUCKING: CONTRACTOR SHALL COORDINATE WiTH OWNER AND THEIR GEOTECHNICAL
MINIMUM 10' FASTEN WITH TYPE J CUPS. ATTACH TO 1-1/4 x 1-1/4" x1/4 REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. DWQ 1�
6' GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE ATTACH GALVANIZED WIRE 5. DISPOSALCLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SWILL BE J`�(N�O� �/R1C1� �j
TOP OF BANK EMBANKMENT VEGETATIVE SHELF 3 C OVER SMALL DIAMETER REMOVED FROM SiTE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. PROJ# L n F4
EL 29.2 , , - 11 ORIFICLOTH E (8 MESH .020 WIRE) 6. FILL AND COMPACTION SHOULD COMPLY WiTH GEOTECHNICAL REPORT. E-4 1y
FLOOD POOL EL 25.45 TOP OF BANK 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED W
FLOOD POOL 25.45 EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND ^ 0
i FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. F+-I
NORMAL POOL tO NORMAL POOL EL 24.2 18, �p 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
EL 24.2 PROPERLY PERMITTED FACILITY AS REQUIRED.
1� 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL LATE WINTER dt EARLY SPRING A
1 6 EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS TEMPORARY GRASSING DETAIL 'Z,I
3 III. 24.2 POOL 24. IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE SEEDING � �
i FOREBAY MAIN POOL • EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF RE z�1 0
BOTTOM EL 21.2 Ltd 2 ,7 THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. .� RATE (b/ales) �4
3 1 3 ` 10. THE CONTRACTOR SWILL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ (qra �) 0
/ 1 RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH A nuol �nlpzo (Kobe in 120 r^
• POND SLOPE TO BE SEEDED IN ACCORDANCE 3 EL BOTTOM.0 APPROPRIATE PERSONNEL Piedmont and Coastal Plain, V 1
TO SEEDING SPECIFICATIONS 11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING AND SUPPLIED BY THE OWNER. Korean in Mountains) 50
6• 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE � �p1 o � duna� a t Y � in � toWITH •� M�'4 '
• 6:1 VEGETATED SHELF TO BE PLANTED THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER byorrd 'fir''
SQUARE,
WETLAND SPECIES I.E. COMMON THREE TEMPORARY BOTTOM .9.0 PRIOR TO INSTALLATION.
SQUARE, DUCKWEED, PICKEREL WEED, D CLERED, SEEDING SEDGES, ILL BEEED WATERWEED R WILD CELERY SECTION A - A GRAVEL 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT �T�' O
• A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FILTER HIS WORK UNLESS OTHERWISE DIRECTED 8Y OWNER. YorwdaYr - MoVe 2500 ft Feb. 15-May is FFFy---111 FOR MAINTENANCE AND EMERGENCIES 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WiTH A MINIMUM OF 360 COVER Below 2500 Ht Feb. 1-Yap i
DETENTION POND OUTLET STRUCTURE 131 "me - Jon. t
DETENTION POND & FOREBAY SECTION AT FINAL GRADE. coastal Pld„ - 1-Apr. 15
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
NIS METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY SOIL AMENDMENTS
NIS OF THE CONTRACTOR AND SHALL COMPLY WiTH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING Follow,100i--m dM °B01'ane r�o f wN t Into
;t_" ZOD .'b/mm �a �-
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WiTH NCDOT SPRING-SUMMER
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. MULCH
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT PERMANENT GRASSING DETAIL m
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE APPLY 4.000 LB/ACRE STRAIN 'wawa SMON BY TAaac WM ASPHALT, YE TANG.
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
OR A MULCH A40MM TOOL A DW WRH BLADES SET NEARLY SnaNIR CAN BE SEEDING MIXTURE C\z 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WiTH RUBBER GASKETED JOINTS USED AS A MULCH ANCHORING 100L A' , RATE (b/acre) Z
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. �,,;♦ �+
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A MAINTENANCE LESPEDEZA 30 i
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, RderWae q gtowM is not V ,deadwuts Reseed, „t.,ws. end rrxRch b,r_ CCOMMON
B�ERIAVAGRAS3 io ~
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR nmmtwy raRawhrM sroalan « ottw Oamops DLL FESCUE 50 r, O
NIGHT REFLECTING.
20. DUCTILE IRON SWUJ_ BE CLASS 50.
21 SCONCRETE TRENGTH FOR
WA PSI CURBS AND
DAYS DR AIR ENTRAINED. A MINIMUM COMPRESSIVE TEMPORARY SUMMER GRASSING DETAIL SEEING WAY APPEARANCE s oEs,En err sEe�l W v O
VARIES 6'-8' MIN. 22. FIELD TESTING SHALL BE DONE 13Y AN INDEPENDENT TESTING LABORATORY PAID FOR SEEDING MIXTURE Z USE COMMON BUR WIASS ONLY ON STATED SITES WNW R CANNOT BE- f/`+_ 4) 4 O r�
)Z__0IR. BY ENG. BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE �� /�) COPE A PEST. �ARIBrGRAM MAY BE REPLACED WITH 5 6/acre �RFEDEGMS. �� 4 � C U
PAID FOR BY THE CONTRACTOR. jEffm
23. SEE GEOTECHNICAL REPORT NO. , DATED , BY GERMAN MILLET 40 SEEDING DATES IV 0 ( I a
STEEL OR WOOD POST
FOR ADDITIONAL REQUIREMENTS. IN THE PIEDMONT AND MaArtA14% A SMALL-STEMMED SLOOMOR49S MAY BE APRL Z 1 - JULY 15 +1 z co Co i
WIRE FABRIC SUBSTITUTED AT A RATE OF 50 LH/ACRE. m 0
CONSTRUCTION SEQUENCE w
+ FILTER FABRIC 1. NO CUT SLOPE OR FILL SLOPE SWUM EXCEED A RISE OR FALL OF ONE FOOT FOR SEEDING NOTES SOIL AMENDMENTS � Li I I K
MIN. 12-1/2 GA. o EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). O O O Z
INTERMEDIATE WIRESI 2 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED taRHAMa - MAy 15-AM 15 APPLY LM E NO Pv0tG2x AGmR D16 ro SOL TEs15, OR APPLY 3poo Tb/Rae w
ro rc WG. 15 ORTRO AMM&RRB uMESRONE AND 500 re%ae 10-10-10 PEW1urm a O bD 05 a
0ONSEK PLAN - ALR 15-RUG. 15 a.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING n - .r+ �+ r
a BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. EAR C� •.y Q n
w INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING SOIL AMENDMENTS 1�1 T, g
to CONSTRUCTION. HOUDW REIOTMEIMTION3 OF SOL IESYS OR APPLY 2,00D LE/ACRE OROUHD AptlCUI- MULCH N may'' p ,x, N
Ii1 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. I= uEEOM AND 750 LB/ACRE 10-10t10 EEWR.W. Y °CA pde1 �"�� OF"N^IER �� w 4 Ld L'
c ANCHOR FABRIC SKIRT SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE IWRITRNA YW71 ANCHORINGTOOL A SRSH iN RMr, OR R1 BLADES 5Ei�yOR BY artO�r�BE
�
1 AS DIRECTED BY ENGINEER ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL SEDIMENT TRAPS ARE
h p CLEANED OUT AS STATED OR WHEN HALF FULL. MULCH us1¢D As A YIRCM ALICHIOIeIr TOOL
3 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN APPLY 4,000 tg/Aaa sRRRw. ANCHoa STRAW BY TAdac WITHAeLL NEnMc
SEE PLAN DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER � MULCH 7001 WrrH BLADES �T�YSTRAIGHT CAN BE MAINTENANCE
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. REtm1e�THE FOuoWnc AP1e WIN so a Rae Nt1aoOEW. REPEAT AS tlRowlH
AS A MULCH ANCHORM TOOL 40
6. IF APPLICABLE INSTALL DROP INLETS WiTH INLET PROTECTION TO ACT AS SILT TRAPS REQUIM MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE 6
NOTES: DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM MAINTENANCE DESIRED, DWI SERIWA NO MEOW AS OFTEN AS NEEDED.
i. FENCE FABRIC SHALL BE A MIN. OF 32' IN WIqrH AND ENTERING STORM DRAIN PIPING.
SEE PLAN 7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. REFERRIIE L OWIND 6 NOT FULLY DINER RESEED, gEFEW11l�IeED MULCH Y-
SHALL HAVE A MIN. OF SIX LINE WIRES WiTH 12 STAY EEDIATELr 1011DN71C ETroSTOHT as o11HEa LrWWGE FALL-WINTER r;
SPACING. 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF BdY PHASE OF
FlL FABRIC ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS. ���L�� �E� p��► `� T1AAI�IIIrRV
2. FABRIC SWILL BE FOR EROSION CONTROL AND MIN. OF SECTION A - A (MIRAFl 100 X OR 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. PERMANENT GRASSING DETAIL \��WI ((`�,,,,�q ��i�
36" IN WIDTH. FABRIC SHALL BE FASTENED APPROVED EQUAL) 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO LT EROSION IF THOSE ON THIS ��
\� CN..� .R
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE PLAN PROVE TO BE LESS EFFECTIVE. TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE
ENGINEER. ENERGY DISSIPATOR 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. RATE [b/annM)
3. STEEL POST SHALL BE 5'-O" IN HEIGHT AND BE OF THE ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. LNG MD(TURE � S E A L
TALL FESCUE Q LEMD OF TWO OR _
SELF-FASTENER STEEL ANGLE TYPE jesm RM fib/ode) THREE MPa(Am YALRETES) 200
MAINTENANCE REQUIREMENTS
4. WOOD POST SHALL BE A MIN. OF 8' IN HEIGHT AND 3' Rye (groin) 720 ITYE (DRAM) 25 ;y: 17374 :g
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN SIN' DATES ....
TO WOODEN POST WITH NOT LESS THAN WARE STAOLE SEEDING NOTES yMMlty - APHd /O _.._•_�1y ��
1 1/2" HANG PRACTICES AS DESK DEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALLPUAH airs. MOU0111AM - AM 1Prti5 is-oEc x ter - �a� lR�i'R�R((AAA1T1``��\`
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 comAL SOIL AMENDMENTS
TEMPORARY SILT FENCE INCHES OF /4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO APPLY LINE MID FEmR�x ACCORDING To SOL TESTS, OR APPLY 3.00D rA a/aa.
THE STREET WILL BE IMMEDIATELY REMOVED. SOIL AMENDMENTS GROW AGeCLTIRML U E.SIONE THE LOWER RATE ON savor SOTS) ARO DATE 06-07-06
NTS 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET FOL DW SOL TESTS OR APPLY 2.000 Le/ACRE Gaauw ACRICULTARaL 1•00D 6/we 10-10-10 FEWRRm DESIGN PGT
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. UIESTOME AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER MULCH DRAWN SCM
DRAINS PROPERLY. MULCH APPLY 4A00 aen caAN SOVN OR 001AW ENT COVER OF ANUM
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT APPLY 4A00 LB//AL71E SIRAM. ANCHOR
SIWRr Bf TACIOND WRN ASPHALT. IERBIG, ��• � � TACKING WITH ASPHALT. ROWa OR NEnIMS OR BY
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY OR A MUCH NIagAAiG TOOL. A OM WITH NAM SET iEARLY SIWiKMR CAN BE BE NO WITH A AMU CH ANCHORING
TOT. A 06RL WITH BIDES SET 1E/VGY SIRANRR CAN
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS USED AS A MULCH ANCHORING TOR. Il6FD A MULCH ANCIIOIe1G
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
5. THE SEDIMENT BASIN WALL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET MAINTENANCE MAINTENANCE C2
BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. and r6101 dwrwaed seas kwodeby. Tapdrws with 50 Te/«n ItmRM ACCORDING To SOL TESTS OR APPLY 40 a owe HRaoan ill .ww Rn
r1 n in March. N R In neaseory to extend twrporay ewer yam OR FEBRUAW, 40 b N SEPI 3W AND 40 b N FROM A 12-4-5,
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING Jun 15, orwesed with 50 a/acre Kobe (PNdrnord end Comw P1aln) Is 4 B OR SReNE TUW FERIR�R AHD FERTIU �7t APPLIMONS DURIG SHEET 2 OF 2
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE « Kasen (Mountains) Ieepedeza in Lob February « Mary Yard'• WARY WFATHM AS THIS INCREASES STAID LOSSES TO DISEASE RESEED FER LM
NO CANAGED AREAS NMEDLOELY. MOW To A HEIGHT OF OF 2.5- INCHES
VEGETATIVE COVER. 05107
5,Id /0-p
DATE PRINTED
JUN 0 7 2006

REVISIONS
./
ate Description By
C7. o C.P.
& L. R/W
= SIT
E
'Ile SITE
60- R/W
lo, 32
OY RD•
LEGEND
EXISTING CONTOUR SITE DATA 40
PROPOSED SPOT ELEVATION TOTAL AREA 13.7 ACRES
ZONING 1-2
DROP INLET w/INLET PROTECTION EXISTING GRAVEL AREA 39,717 SF
PROPOSED GRAVEL AREA 2994 SF VICINITY MAP
STORMINATER RUNOFF DIRECTION PROPOSED CONCRETE AREA 551 SF N.T.S.
TOTAL GRAVEL AND CONCRETE 43,262 SF
CONCRETE AREA PROPOSED BUILDING AREA 2,1100 SF
LANDSCAPING w/AREA EXISTING BUILDING AREA 71,940 SF Designer's Plan Cenification:
- OFFICE AREA 256 SF
- WAREHOUSE AREA 71,684 SF
LIMITS OF DISTURBANCE TOTAL IMPERVIOUS AREA
117,302 SF -I hereby certify that this plan has been prepan-d in accordance will, the latest Ne", I lanover
TSF LOT COVERAGE (IMPERVIOUS AREA) 19.7%
x— x— x— TEMPORARY SILT FENCE LANDSCAPING REQUIRED 3,461 SF ('ounly Ordinances and Slonn Water Design Manual.'*
— W — W PROPOSED WATER MAIN 43,2623,461 SF Signature:
— ss — ss PROPOSED SEWER MAIN LANDSCAPING PROVIDED 3,940 SF 0
I Name and -1 itle: 11hillipCy. TriVp2.L----
- SO — SO PROPOSED STORM DRAIN ADDRESS OF SITE - 3985 BLUE CLAY ROAD Dale: YlAl,
TAX PARCEL ID # 3230 0519909 WOO Registration Number:
A8.8". NOTE: ALL EXISTING AND PROPOSED ROOF DRAINAGE
AND GRAVEL AREA TO BE DIRECTED TO THE POND
0) 0
C� 4
11ropLay Owner Cerlificalion:
NORMAL POOL MIMONS E--4
z
"I (We) hereby certify that I (we) am (are) the cutrent owner of' the property and that upon 0
0 receipt of "Atithori7aflon-'Yo-('tinstnici" any clearing, grading. construction or development. 0
will he peribirmed in accordance with this plan and that the applicable ordinances and rilles of z
;7) New Ifanover County. the State of North Carolina and the Federal Government and its E-4
agencies which are hereby made part of this plan. As the owner. I (we) accept full 0 :D
EXISTING ounEr STRUMRE
----NNNNN TOP 25.45 responsibility for the construction and operation and maintenance of the proposed facilities. I
0 INV 24.20 2* PVC (We) will not attempt to transfer of this responsibility without the written atilhorization of 1� 0
0 INV. 24.20 (18-)
`0 New I lanover Comity.-
-NNNNNNl NN INV 21.90 SOT NOW OR FORMERLY z
0 1,344.81, rxtsnNG 187
o NNN INV 24.1 PAUL & MARY BURTON Signature: 0 N`N, --amw 18-M printed Name and I ide:
S36'52'oo-E INV.2 . -NNNN. BOOK 1312 PAGE 228
NON 0 0 Date:
0 1 00 ENISTING 36' CMV
0
0 Z
% 00
0
O n
0
F) n — C/L 60- RIGHT-OF-WAY
180 FES W. 2 0 111 - -- 0
C5 ft%00 :
40. E� z
0
SPILLWAY INV 28.
P.P. P.
z
U� 0
G
/ 0 0
0
0i
E-4
0 0 0�
0 z 67 Do
0 -V I ("'ev 0-4
pq a -00 W
6 0
0 ExisnNG 150 FES INV. 24I7
% n 0
d W/lVxl5'xl$" E.
0 • InIII E-4
E)(M*G ROOr.DRAIN SYSTEM 952.40,
00 own OEM now
0
rr 0
0 so= EXIST war%,w ° °° / I I
BLUE
C" RIG){
All
0 own MW no (2) 18*FES INV.2"
afts"C" 0
0 T-1
W/ WED 11d4
MINNG is III I EXISTING WATERS OF THE U.S.
... INV
r
9% ?1.) T - F
0 M ROPOSED WASTE ... 180IFES M
•AREA FOR MATERIAL EXISTING BLDG. APPROVED ,/4fy Cv
0 FROM 3927 BLUE 15 FES 200`X15O' Z EXISTING D.I. NO. 2
CLAY RD I? I.. . . P\ 25.3 FF 2U NORTH CAROLINA ENVIRONMEWA.L
C14 11 1-4 RIM 27.9 1 C
INV. 25.41 MANAGEMENT COMMISSION
DIVISION OF WATER OUALITY 0
Is I fl -,4(,6-ZCo 6, (d
0 0 '03
D(ISTING BLDG. Z W BURTON STEEL P-4 ll-I 0 5 cr)
X-j 1 60'X200' Ly��2
15" FES +jnow Wft FIF aMX"Col01 ro ci
0A to to0INV 26.4 NOW OR FORMERLY 171 0 1 1 a:
Iq 7- �ZO I-
C14 • ?,. I PAUL & MARY BURTON Z z co co 0-
EXffnn CO 9
rZ 5
BOOK 1161 PAGE 1792 W
>
ILDI ?
one
0 0
EXISTING Of .1
RIM .1 R
0 WGt,4S4eC( tic F 8
T INV 2 74 EXTEND EXISTING
\ N ° 0 ROOF DRAIN SYSTEM 00 0 0 - I
L
0 0)
UD EXISTING
lb METAL
NNNQFA�- I UI I 14 0) 44 0
FF ELEV -I @
.310,
RECEIVED
g BU LDING
00 (2280)
E--4
lUX142'
26.0
P
oil
JUN 0 8 2006
N 41*21'00- W e-
0
------ DWQ
ANK
10 PROJ# 000 /�00Nq- - --- -- -- \ w/ 10'x1-ex1BN- ED- ", �- 0
JOTCH EXISTING G
-aam �a-
_ BUILDING D -SYSTIEM
f — - -)I
V4 -- - - 2,� 24.8
N 41-21`Oq�PW
1cl 129r . IM' 01 15' 18" ED ..AR
�1 PROPOSED W.AR -- - — -- ------ -13
\ I R � P 6 9 _ ,Y 111��-+ I - -- ------ --- ---- - - --`.m a.,,n owe?IM,
F.F.
161C EXISTING GRADE
SEAL
37.47 37.x
37.M 17374
7.
136" GREOCli�o\'k
440' Ell�W w 41
FIELD 11(](XI W. FT. 11111111100\\
FSE.-MZ
DATE 06-07-06
. . . . . . . . . . .
TANK W-37.10 CD r--) LLJ DESIGN POT
-N-NNNNNN NN,, N,lN DMING WALE. Cl
403.4' CD f--7 T--� DRAWN SCM
10
LLJ
>
Sb >< 0
N4,rO9poo'W N`NNNNNN-- Nle. LJ U V)
BNE PLAN
s�\ \ 1 60' ZONING: 1-2 2222.59'
NOW OR C 1
FORMERLY
*HUMBLES*
BOOK 937
PACE 356 SHEET 1 OF 2
i SUE
SS
r
XSD
DATE PRINTED 05107
JUN 0 7 2006

REVISIONS
Description By
/
C.P. f L R/w
/ \/ //.•�. / / / BUT STEEL B R/W
132
BtuCY BURTON
WD-
Ci
_ EXISTING OUTLET
At
STRUCTURE
RIM 25.92
m T 24 O 254 5 \ LOCATION MAP
2 2" PVC
INV. 24.40 (tg ) NOW OR FORMERLY ,k5 N.T.S.
INV 21.90 BOT �
PAUL & MARY BURTON p
EXISTI14G-18"FES BOOK 1312 PAGE 228
1344. INV.27.5
87' EXISTING �
� _18" FES INV. 28.
Sag 52 0p E 9 a �\
0
o00 O V f
000 b
pp0
/ 00 I
pO N
_ D EXISTING 36" CMP ai
N POND DIMENSIONS z
Q 77 — 00o g ��
�r28 0 _ N O �7
LLI
C/L 60' RIGHT-OF-WAYP. U
W
G
R
P.P. r,
W
< NLLI
W
00
13.7 ac. 1� FES INV. 25.0 ` ' i rn 36
s2 0p W Z U
W 10xtsx18
LIMITS OF DISTURBANCE E.D. TST � ' �/ v / ��� +rti6 ��� I q952.40
3:1 SWALE
' II I I ( I I ZWII TT—
s -- - =i ` UDLFT V
O
Z
CPP BLUE
RIGHTOFRD. 1�1YA Z E-1 V
:,1SW —1 -15&18"FES INV.25A F�1 EW/10'X10'x18"ED r
000 EXISTING WATERS OF THE U.S. vi Zj EXISTING BLDG. Z
18"RCP 200'X15O' WI
I--1
INV.25.5 r I FF 2$�Q
RIM 29.02 / . \ �v L! 3 °°
INV. 25.5 o I I o �o
rn
(1660) LIMITS OF DISTURBANCE zl T
/.aaO
PROPOSED BLDG. W. I I BURTON STEEL RECEIVED
160'X200' W
0
FF al,$ / W A
�, I APPROVED ( 1 200202
NOW OR FORMERLY SEPQ 0 WM CAROLINA ENVIRONMENTAL
Z PAUL & MARY BURTON MANAGEMENT COMMISSION ��� �2¢N_ / Z co
co
AREA DEVOTED
DIVISION OF WATER gUALITY OL
a TO VEHICULAR:.USE w BOOK 1161 PAGE 1"92 21 �G I — ZCx)Z PROD # O
Lai : o
G moo. I Designer's Plan Certification: w S r
1hereby certify that this plan has been prepared in accordance with the latest New Hanover W +1
- County Ordinances and Storm W ign M - Q .-i
1; O co
Signature: �'—� I••r r..rco
- EXISTING 'I Printed Name and Title: _ P 'Ili .Tri
TST #1 �SWALE METAL BUILDING I Date: v I I a
_ T F SF rs ���"• .��_ - I (2280) FF• NG `: Registration Number: 17374 _ SEAL 'z
--�_ ELEV 31.0' CO co _
F TSF 0'x 142' I I r, CO
- T F+�1 t` t, W
�- !~
--- _—H-� SF TSF XI$T G I Property Owner Certification: O O O W -
N 41.21 '00 W ROOF DRI�IIN—_ --- �"'�— II ! I "1 (We)hereby certify that I (we)am(are)the current owner of the property and that upon IL 2�Q Q�
receipt of"Authorization-To-Construct" any clearing, grading construction or development, ^� cc
will be performed in accordance with this plan and that the applicable ordinances and rules of �� U •� �
-- --- lam-- _ New Hanover County, the State of North Carolina and the Federal Government and its �•u N
— - agencies which are hereby made part of this plan. As the owner, I (we) accept full ,y O
920.7 --
\ �- --- responsibility for the construction and operation and maintenance of the proposed facilities. I rl ram+ 4 0 a
RIM .25 (We) will not attempt to transfer of this responsibility .[hour the written authorization of E-4 � W- P, G4
_ . .
INV. R&5 rn New Hanover County"
cli
Signature:
W
—� Printed Name and Title: _ Orman Sneeden.Owner
N 41 21'00" Date: 9 t ( -O j
LEGEND 11 i _
lid ►� i
- 32----- -- EXISTING CONTOUR
,9 EXISTING GRAVEL
19'63 EXISTING SPOT ELEVATION �t PARKING PROPOSED SPOT ELEVATION 908./ S' Cpdr I I �_ 30' �r`r^,rgl"l/,gK�r .,,
DROP INLET W/INLET PROTECTION C R.�W, I II I � , FSst ''•� ,�''%
SITE DATA
STORMWATER RUNOFF DIRECTION NOW OR FORMERLY SEA L
TOTAL AREA 13.7 ACRES v
17374 LIMITS OF DISTURBANCE FRANK CARVER ZONING 1-2 's '•. '
®
EXISTING GRAVEL BOOK 920 PAGE 666 EXISTING GRAVEL AREA 19,893 SF %olio•t?�clr �` ' �
PROPOSED GRAVEL AREA 28,264 SF
PROPOSED BUILDING AREA 32,000 SF
f EXISTING BUILDING AREA 39,800 SF
/ SITE_SAN PL I I - OFFICEWAREH AREA
AREA 39 544 SF
DATE 09-18-02
SCALE 1" ' EXISTING PARKING 10 SPACES DESIGN PGT
/ I I LANDSCAPING REQUIRED 3,8
53 SF DRAWN JWJK
0 NOTE: ALL EXISTING AND PROPOSED ROOF DRAINAGE LANDSCAPING PROVIDED 3,940 SF
/ AND GRAVEL AREA TO BE DIRECTED TO THE POND
ADDRESS OF SITE - 3985 BLUE CLAY ROAD
/ w TAX PARCEL ID # 3230 0519909 8000 C 1
/ SHEET 1 OF 2
`1 �' `�' 02034
SEP 18 2002
I ,

SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING No./ Description B
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. Dote P y
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
zx4 waTO FRAMES 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
/ w000 STEP STAKE VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
FABRICMATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
RUNOFF WATER 6. FILL AND COMPACTION SHOULD COMPLY WiTH GEOTECHNICAL REPORT.
w/SEDIMENT- 6 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
OOOO EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
�p FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
SED1M�T w/ORAITE ( Y 1 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
SEE PLAN FOR PIPE PROPERLY PERMITTED FACILITY AS REQUIRED.
BORED FABRIC SKIRT A 2.00 I. ORIENTATIO I 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
AS DIRECTED BY ENOINEIIR STEEL E A `
18" R I EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
14 IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
U U T THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10
CASTING . THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
NOTE: USE NEENAH RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
" 1 - R-3402-E FOR CATCH APPROPRIATE PERSONNEL
BASINS AND R-3402 11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING AND SUPPLIED BY THE OWNER.
2x4 WOOD FRAME WOOD OR PLAN I I FOR YARD INLETS 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
Sim STAKE CONC. COLLAI L - - - - - J THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
E�pppp GALV. BAR GRATING - 1" x 1/8""BEARING BARS. FASTEN WITH PRIOR TO INSTALLATION.
•/GRATES BURIED FABRIC SKIRT TYPE J CUPS. ATTACH TO 1-1/4 x 1-1/4" xl/4" GALVANIZED 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
CLOTH OVER SMALL DIAMETER PLAN 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
TOP 28 BANK 3 ORIFICE (8 MESH .020 WIRE)
INV. 28. VO
1•_p- AT FINAL GRADE.
CONC. COLLAR ASPHALT PAVEMENT 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
25
�- FL[OD POOL 26.0 METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
ELEV. VARIES OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
GATHER 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
AT CORNERS WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
2' 0" OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
NOTES. 02-02-01 BRICK M;ANRY U) TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
1. AS SYNRIE7IC FABRIC, USE A PERVIOUS SHEEP OF NYLON, S. ro PROVIDE NEEDED STABMY ro THE MISTALUTIDN. FRAME WMIHINV. 25. RMAL POOL 25. • W 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
POLYESTER' OR ETHYLENE YARN-EXTRA STRENGTH 2K4-NCH WOOD STRIPS MamD THE CREST of THE OVERFLOW INV. 24.5cc FLO I ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE O
(50 LB/ CINCH MIN.)-THAT CONTAINS ULTRAvgLEr RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP N O CREST. SLOPED To DRAIN AWAY FROM BUILDINGS AT All TIMES. �1
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY 3 e 4 mil(
POROUS TO PROVIDE ADEQUATE DRANAIE OF THE TEMPORARY B. PLACE THE BOTTOM 12 INCHES OF THE FABRIC N A TRENCH AND s - - 18, CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS 1�
SEDIMENT POOL BURLAP MAY SEE USED FOR SHOR ERM BACKFLL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE TEMPORARY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. '^
APPLICATIONS. IT MUST BE REPLACED EVERY BO DAYS. OR 12 INCHES OF COMPACTED SOIL" III GRAVEL - 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A v�
3000 PSI C.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO EUMMpTE JOINTS. 7. FASTEN FABRIC SECURELY ro THE STAKES AND FRAME. JOINTS MUST BE FILTER' a° CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, ~
3. FOR STAKES, L15E zx4-NC11 woo0(PREFERREo)OR EOUIVALEM OVERLAPPED TO THE NOR �'�E F�� NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR a
MEIN. WITH A MINIMUM LENGTH OF 3 FT. I I- _NOTE: NIGHT REFLECTING. Q
B. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND BOTTOM 19.0 DROP INLET TO HAVE SALJD
4. SPACE STAKES EVENLY AROUND THE PERMAEIER OF THE INLET ELEVATION DOWNSIAPE FROM THE DROP INLET TO KEEP RUNOFF FROM SECTION A - A 20. DUCTILE IRON SHALL BE CLASS 50. N
A MAXIMUF Or 3 FT APART. AND SECURELY DRIVE THEM INTO BYPASSING THE ITT• R MAY BE NECESSARY TO BUILD A TONWARY TRAP DROP FOOTING 12 dL F`�i4Tl
THE GROUND. APPRoxnwELY 1e INCHES DEEP. DNIT ONI THE DOWNSLOPE SIDE OF THE STRUCTURE. SECTION LEAVt OPENING AS SHOWN 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. n .
D EPON POND OUTLET STRUCTURE 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
TEMPORARY FABRIC DROP INLET EROSION CONTROL DROP I N LET DETAIL BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
NTS NTS PAID FOR BY THE CONTRACTOR.
NTS 23. SEE GEOTECHNICAL REPORT NO. , DATED _, BY --- u
_ FOR ADDTIONAL REQUIREMENTS
CONSTRUCTION SEQUENCE W a E-I
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR E-I
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). 04
O
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED O
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
VEGITATED SHELF TO BE PLANTED 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING Z Z
6 w/ WETLAND SPECIES BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
TOP OF BANK EMBANKMENT INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
EL. 28.0 CONSTRUCTION.FLOOD POOL EL. 26.0 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. z O
LATE WINTER dC EARLY SPRING SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. O
TEMPORARY GRASSING DETAIL 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
SEEDING MIXTURE NORMAL POOL NORMAL POOL EL. 25.0 DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER F� E-I
RATE (b/�) FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
25.0 EL. 24.0 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
Rye al l in) 120 1� DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM �7 Z
APied lnt and
(Kota in 1 6 -"'-I - SLOP _ =1 I r ENTERING STORM DRAIN PIPING. � N P- I Piedmont and Coastal Plain, .,- Qj
Korean in Mountains) 50 FOREBAY 3 - `3 1 �.1 -� �- O 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. �..�
Omit annual Iespedezo when duration d temporary cover is not to extend 1 MAIN POOL -'11= S�pp- _�I I="' I 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS �,
beyond June. BOTTOM EL. 22.0 1 -1 I�= E _-III M SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. I-t-1
3 -11 _ 11= ALL SLOPED AREAS TO BE SEEDED No LATER THAN 15 DAYS.
SEEDING DATES: 3 BOTTOM -1 I 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
Mountains - Above 2500 R: Feb. 15-May 15 EL. 19.0 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS A I�
Feb. 1-May
Piedmont - Jon. 1-May 1 PLAN PROVE TO BE LESS EFFECTIVE.
Coastal Plain - Dec. i-Apr. 15 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. r ,'
SOIL AMENDMENTS DETENTION POND & FORE BAY SECTION TYPICAL GRASS S WA L E MAINTENANCE REQUIREMENTS
tural racoon andi75 d ed1 tests or apply10f 2,000 b/acre ground agricul- NTS NTS 1. CONSTRUCTION ENTRANCE .MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING ^
Loral limestone and 750 Ib/ern tO-10-to tertilizer. SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. W 14
MULCH SPRING-SUMMER 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND 0
PERMANENT GRASSING DETAIL OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL. BUT IN NO CASE LESS THAN e, 1'
APPLY 4,000 Le/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL I� 00
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE SEEDING MIXTURE PRACTICES AS DESIGNED. V CQ
USED AS A MULCH ANCHORING TOOL SPECM RATE �/eoro) A 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL of SEDIMENT REACHES 2.0 FEET
MAINTENANCE �� 50 2. BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. ti
COMMON ILRMUDMwASs 10 SPILLWAY 4, SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT P4 0
Re dint ly N growth r not fully herdamage.
adequate. Reseed, refertOUze and mdch im- TALL
MILLET 10 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY W
mediatey following eromea or other damage. TALL FESCUE 50
TO MAINTAIN A BARRIER. 11.4
TEMPORARY SUMMER GRASSING DETAIL SEEDING NOTES �' ?'� 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING w 41 U
1. WHERE A NEAT APPEARANCE IS DESIRED. DIM SERKSA FLOW TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, (D O �--1
SEEDING MIXTURE 2. USE COMMON B ONLY ON ISOLATED SITES WHERE IT CANNOT BE- ------- Z
COME A PEST. BER M NAGI 55 MAY BE REPLACED WITH 5 b/oere CFNRPEOEGRA55. yY DENSE VEGETATIVE COVER. �I 4 O C0
RA7E (lb/oxxe) Z \ A *� I:.I L-I CD Li
GERMAN MEEET 40 SEEDING DATES ` UNDISTURBED O I
N THE PIEDMONT AND MOUNTAINS. A SMALL-STEMMED SUNOAN(IRASS MAY BE APRIL 1 - JULY 15 SUMP CHANNEL BOTTOM Z z, 00 co
su6smurm AT A RATE OF 50 LB/ACHE BOTTOM CROSS SECTION A A W � w
TEMPORARY SEDIMENT TRAP TABLE � m m
SEEDING NOTES SOIL AMENDMENTS NO. REO'D PROVIDED L W D z >~ I
ACRES w a CA a
MOUNTAINS - MAY 15-AUG. 15 APPLY LINE AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ill/acre ' W
1 0.45 81O 9OO 45' 10' 2' � 03O0 C) aPIEDMONT - MAY 1-AUG. 15 GROUND AGRICULTURE LIMESTONE AND 500 b/ocre 10-10-10 FERTILM. , d +3COASSTAL PI/VI - APR. 15-RIG. 15
2 0.34 612 700 35' 10' 2'SOIL AMENDMENTS MULCH PUN SHEET FOR LOCATION Tn p„♦ T� f~' o
FOLLOW RECOMMENDATI NS OF SOIL TESTS OR APPLY ZODO LB/ACRE GROUND AGRICIII- 1-4 O r>4 �TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FTRTILIZER. APPLY 4ANC b Oro GRAN STITH AS HALT.EQUIV R VI COVER OF ANOMER Y CRIM I � a
MUCH. BY TACKING OL ASPHALT. ROVING, OR T NEAR OR R CRIMPING CM
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CM E
MULCH USED AS A MULCH ANCHORING TOOL
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAIN BY TACKING WITH ASPFMLT, NETTNG, STONE SECTION A-A
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE MAINTENANCE NOTES: SEE PLAN
USED AS A MULCH ANCHORING TOOL
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
REFERRERS THE FOLLOWING APRIL WITH 50 YEAR.
WHERE
REA NE. REPEAT AS GROWTH SUMP SECONDLY.
REOURES MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPF/IRAlK.T: IS 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY 'I
MAINTENANCE DESIRED. OMIT SERICEA AND MOW AS OFTEN AS NEEDED. WILL BE NO LESS THAN TWO FEET.
RET:RINRE IF GROWTH 15 NOT FULLY ADEQUATE RESEED. REERTI.IZE AND MULCH M- 3. SPILLWAY DEPTH SHALL BE ONE FOOT.
MEDIATELY FOLLOWING EROSION OR OVER DAMAGE. 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES SEE PLAN
FALL-WINTER MEASURED PERPENDICULARLY FROM THE FACE N
PERMANENT GRASSING DETAIL OF THE LARGE STONE.
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF FIAT R FABRIC AAA71111IIITI,YAAA
900 CF OF SEDIMENT STORAGE.
SECTION A - A (MIRAFI 100 X o
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE B. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH APPROVED EQUAL
STORM AND CLEANED AS NECESSARY MIN. ONCE EACH 6 MONTHS).
SEEDING MIXTURE SPEM RA71E /I 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY ENERGY D I S S I PATO R -
TALL FESCUE (BLm 7ty0 OR AS TO LIMIT SILTATION. = SEA L
,� RATE (Ib/OCIe) THREE IMPROVEDIMPROVEDD VARIETIES) 200 : -
Rye (grain) 120 RYE (GRID 25
TEMPORARY SEDIMENT TRAP DETAIL NTS ;_ .' 17374
SEEDING NOTES SEEDING DATES NTS
MOUNTAINS - AUG. 15-DEC. 15 AUGUST - DECE BERc�\����\•
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS 'ARITIIll111`
SOIL AMENDMENTS APPLY UE AND FTRFIJZER ACCORDING TO SOIL TESTS, OR APPLY 3.DDD-IC blose
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOTS) AA 09-18-02
FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL 1.00D lb/acre 10-10-10 FTRnUZER (\\ -+i'
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. DATE
MULCH DESIGN PGT
MULCH APPLY 4.000 b/ern GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
DRAWN KAP
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT. RIMING. OR NETTING; OR BY a"-
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE NG WITH A MULCH ANCHORING TOOL A DISK WITH NUDES SET NEARLY WRACK GR
USED AS A MACH ANCHORING TOOL BE USED AS A MACH ANCHORING TDOL
MAINTENANCE MAINTENANCE C 2
Repair and refertilze damaged areas immediately. Tapdresa with 50 Ib/ocre FFRIIIZE ACCORDING To SOL TESTS OR APPLY 40 b/are NITROGEN N JANUARY
of nitrogen in March. N It a necessary to extend temporary cover beyond OR FEBRLMRY, 40 b N SEPTEBER AND 40 b N NOVEMEIM FROM A 12-4-k
Jure 15. overseed with 50 lb/acre Kobe (Piedmont and Coodd Plain) 1A-4-B, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING ANT!, 13R1DI
or Korean (Mouda;ra) laspedere in We February or early March. WARM WEATHER, AS THIS IICREASES STAND LOSSES TO DISEASE. RESEED, FFNIIIM SHEET 2 OF 2
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
AS NEEDED.
SEP 18 2002 02034
- - -
.r

/ REVISIONS
Description By
�.
�04
C.P. & L R/W
sra
/ R
\ BURTON STEEL 80' R/W
132
ewe
4y0�►46 / 40
EXISTING OUTLET
TURE
RIM UC25 92 / \ LOCATION MAP
TOP 25.45
INV 24.24 2" PVC
INV. 24.40 (18') NOW OR FORMERLY R1�y N.T.S.
_ INV 21.90 BOT / PAUL & MARY BURTON
� EXISTtN6-18"FES BOOK 1312 PAGE 228 a�-
i_
1344.g 1• EXISTING INV.27.5
18" FES INV. 28.8-
S36°52'00" r,
_�� 29 1-a F�T-+/���i�1
E O V1
\�
CIA o00 _
000 i ! _
o �/� N EXISTING 36" CMP'l 000 POND DIMENSIONS z O
�( 2fi, ° ^'
e� n/ °25 ° �o w Q
% �c C/L 60' RIGHT-OF-WAY r l
Fri
_ -
o EX a � Z
v IT' G-
- NG RAVEL DRIV �1
Q / P.P. P. RION_80A --� �' O
���U D 0 z w
27.0 a — z
o �� z
0
36 2 5 '00„
13.7 oc. 15" FES INV. 25.0 �� �w „ W z z'1 �I
W/10'x15'x18" /
LIMITS OF DISTURBANCE E.D. TST r �� ' �� ��h �� 9 4W40, �Q w
�i
_ wWZ0
/ • --�` 1 5 CPP y� I I f 1500LFT TO Z7 � V O z
3:1 SWALE 2
BLU
E CIAY
o /• RIGHT-pp_ A Z I�1
/� WAY 0 0
3�O �"s- - • 3:1 15&18"FES INV.2Q w f �y 1--
�� - - - :1 S_WALE e�j _ I W/1 O'X1 O'x18"ED LL11 _ 1 F+i 0
� °° in EXISTING WATERS OF THE U.S. _� �� 0
N �� p PJ EXISTING BLDG. ��
lee. ' /18"RCP 200'X15O' al
INV.25.5 w
1 D.I. NO. 2 . . z FF 2$� of I� W Q
raq
L co
1 o 01 I oN
ro Aa ' 7 �D 4 1-
/ Ir2 W
RIM 2 0INV. 25.5 oII ' O ,TAL
(1660 LIMITS OF DISTURBANCE C tMANGEMENTGOW'fluJ
1 w �... DIt¢iS9Cs9�OF vJ�9TEta QUALITY Lrr'Z I 21-t7G I- 2� . U
` X
LU
• PROPOSED BLDG. BURTON STEEL 1 1
• 160'X200' / 4 . t i _� ^ .. ' . . . w 00
FF v 0 r 62
�, NOW OR FORMERLY
+ �� �� � 18 1C
z PAUL & MARY BURTON € co
1 -
w AREA DEVOTED. 1 D",Q N
3 TO VEHICULAR, USE . -_ w BOOK 1 161 PAGE 1192 ZPROJ CY� W ~
yo°O w
Designer's Plan Certification: rT, :E•l
Cd
"1 hereby certify that this plan has been prepared in accordance with the latest New Hanover ^ +�
County Ordinances and Storm W [e esign Man Q) Q ry
w Si ��
gnature: JibO
co
(' Q
g1• Printed Name and Title. P 'Ili Tri r • ) �Cy Lo Lit a
L EXISTING �../
TST 1 '' �wALE MEAL BUILDING I Registration 1�3�a sent C'J t)j ci# rF
SF TS 1 (2280) NG - -
-_� �► -- _ F rS 70'x 142' z
- - -
r$F -_ Property Owner Certification: 0 Q Q w
-_ XI$ � 1^� O) 0) a.
N 41' •• - _ ROOF DRgI��, "I (We)hereby certify that I (we) am(are)the current owner of the property and that upon a4 a
n G I (h'',`1 GO O�
21 '00 W -- N _ -
_ �. — $ T M
receipt of"Au[honzatron To Construct" any clearing, grading, construction or development, ry �
/ - - -- 1 r an operation maintenance h o t
will be performed m accordance with this plan and that the applicable ordinances and rules of •^y O
New Hanover County, the State of North Carolina and the Federal Government and its o
� mac! O
•,, -.__ agencies which are hereby made part of this plan As the owner, I (we) accept full � � :.ti 'i5' `•'
920./ responsibility for the construction d oper on and m ntenanc of the proposed facilities
D.I. 1 �� ? - ' I (We) will not attempt to transfer of this responsibility thout the written authorization of
d' PirZ U
RIM 9.25 New Hanover County."
INV. A26.5
r'7 [ � I Signature:
-� Printed Name and Title: orm_an Sneeden Owner
N 41'21 '00" W Date:
LEGEND 2 _ EXISTING CONTOUR - EXISTING GRAVEL19
• 29.63 EXISTING SPOT ELEVATION lq / PARKING 908.30' `vtlnnuur�r
\ i� PROPOSED SPOT ELEVATION 5
'.ROW 1 li � 'Essi '••.DROP INLET w/INLET PROTECTION SITE DATA - -
�— STORMWATER RUNOFF DIRECTION ( I NOW OR FORMERLY _ SEA L
TOTAL AREA 13.7 ACRES =-0 �LIMITS OF DISTURBANCE I FRANK CARVER ZONING I-2 Z 17a7a
-
EXISTING GRAVEL AREA 19,893 SF
BOOK 920 PAGE 666 ?<<ip .........
L'
EXISTING GRAVEL I PROPOSED GRAVEL AREA 28,264 SF
GREGO .
PROPOSED BUILDING AREA 32,000 SF 'iunrinit
PLAN 7�T I EXISTING BUILDING AREA 39,800 SF
SITEE-SPL I I - OFFICE AREA 256 SF DATE 09-18-02
/ SCALE - WAREHOUSE AREA 39,544 SF
EXISTING PARKING 10 SPACES DESIGN PGT
/ LANDSCAPING REQUIRED 3,853 SF DRAWN JEA/JK
N NOTE: ALL EXISTING AND PROPOSED ROOF DRAINAGE LANDSCAPING PROVIDED 3,940 SF
/ ro AND GRAVEL AREA TO BE DIRECTED TO THE POND
r-
/ ADDRESS OF SITE - 3985 BLUE CLAY ROAD
TAX PARCEL ID # 3230 0519909 8000 C 1
SHEET 1 OF 2
/ 02034

REVISIONS
,• / �� / s� / / Description By
24i r c.P. t L Ww
3 / srrE
Qo / aURIOM SIEEL ao• R/M'
v 132
Q• /
O / RD-
NOW OR FORMERLY
PAUL do MARY BURTON N.T.S. 40
OUTLET STRUCTURE BOOK 1312 PAGE 228
W
�—� 18"FES INV.24,5 �/ 1
TST NO.3 W/5'X10'X18"ED
s
1344.81, __ / EXISTING 12"ADS PIPE a
_ 0 ��_ TO BE REMOVED O
g3 7- o n REGRADE EXISTING DITCH19
6 52'00"E _� TO PROPOSED 3:1 SWALE E 4
TO POND
O ( 7�
�40 N z
_ _ `�— C/L 60' RIGHT—OF—WAY
a
y
O
27.0 N __
NN
LLI
�l Qi TST N0.4 �v all L)to c Nall
x
13.7 cc. �6h 952.4p• __ A W f�
Ai' z
\ Y BLUE ?0 z
E CLAY ►•-i
o ✓ RiG{YJ-OF_yyA� A z
15&18"FES INV.25,Q 9 ,, y ! O H� O
W/10 X10 x18 ED o • EXISTING DITCH TO BE CLEANED E 1 C�
` o 0 3:1 SLOPE
� PROPOSED BLDG. 1 � UZ � Z
i 200'X150'
FF 2U RE 3 w A W
k
v
T�T NO.1
DI NO.1 0' c' I I 0
RIM MATCH EXIST.
ti GRAVELt2U . i Ix I
INV.2U 1 EXISTING DITCH TO ^
BE FILLED
BURTON STEEL / � T 0
NOW OR FORMERLY V
1o"Cp1b O 0.5% 7777PAUL do MARY BURTON
p f - BOOK 1161 PAGE 1792 0
/ / w s~
x o ...
C/L DITCH / a EXISTING I I I APPROVED ~I +, Lo t
NORTH CAROLINA ENV!'ONIAENTAL O I I a
_ — 28 LEV 31.NG PROPERTY LINE IS MANAGEMENT i Ni TE�ae UALI N
(2 0) META
-- _ FF EL 31.p ! ALONG C/L DRCH DIVISION OF WATER QUALITY 1-� +� Z m m
i , Date I4DEC ?1xX� / �" q Lj zj z
_ w
+ _ — -- � O O o W
j_8CPP1.0% Stormwatar Pamlt No,sWW324 N 41'21 '00 W (Dv $_fr
- _
S RECEIVED
920.7 O� O N
o \N TREATED LANDSCAPE TIMBER -= !
NOY 14 20oo
LEGEND / / TST NO.2 " !, I N 41'27'oo" w DWQ I
PROD r SW ocx�824 ><f B
---32— -- EXISTING CONTOUR III ij
0 29.63 EXISTING GRAVEL I I
ec EXISTING SPOT ELEVATION PARKING
o {I !
rye' PROPOSED SPOT ELEVATION / / f ! 30,
® DROP INLET w/INLET PROTECTION
EW •., ;
SITE DATA
�-- STORMWATER RUNOFF DIRECTION / � ' I ( NOW OR FORMERLY S E A L
TOTAL AREA 13.7 ACRES
LIMITS OF DISTURBANCE i GRAVEL AREA 25, \
� � FRANK CARVER _2 7374
_l,:• 1
I BOOK 920 PAGE 666 650 SF �,• ',�YjA.�`AGI �`
PROPOSED BUILDING AREA 30,000 SF
EXISTING GRAVEL / EXISTING BUILDING AREA 9,800 SF
rmnmu
SITE PLAN i — OFFICE AREA 256 SF
— WAREHOUSE AREA 9,544 SF SCALE 1"=50' I I EXISTING PARKING 10 SPACES DATE 11-10-00
NOTE: NO WETLANDS EXIST ON SITE LANDSCAPING REQUIRED 2,052 SF DESIGN PGT
NOTE: ALL EXISTING AND PROPOSED ROOF DRAINAGE LANDSCAPING PROVIDED 2,280 SF DRAWN JK
AND GRAVEL AREA TO BE DIRECTED TO THE POND ADDRESS OF SITE — 4000 BLUE CLAY ROAD
TAX PARCEL ID # 3230 0519909 8000 �, C
I
NOV 1 0 2000
SHEET 1 OF 2
`{k -
7-1
II
I 0r)086

REVISIONS
SiTE WORK NOTES O{e Description By
1. THE CONTRACTOR SHALL VISIT THE SiTE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SiTE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
21r4 WOOD 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
X
WOOD OR STEEIL STAKEVEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
FABRIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
b 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WiTH GEOTECHNICAL REPORT.
wUSEW M 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
OOOO EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
��7 FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
SEDIMENT w FABRIC SKIRT /RATE ' Y 1 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
SEE PLAN FOR PIPE PROPERLY PERMITTED FACILITY AS REQUIRED.
p�R ►� A STEEL E A = ORIENTATIOFFF -I
I 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
' �18" R I _ EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
I , IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
yyy"7m '4EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
L - I CASTING 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
� �•• ^� I I NOTE: USE NEENAH
R-3402-E F O RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
R CATCH APPROPRIATE PERSONNEL. V j
B0 YARD DN�E-T3S o2 11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING AND SUPPLIED BY THE OWNER.
. 4 wooD FRAME WIDOD OR PLAN I I 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
1 STEEL STAKE CONC. COLLAR L ___ _ _J THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
D LET °URIED FABRIC SKIRT GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH PRIOR TO INSTALLATION. O
"N�# TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4' x1/4" GALVANIZED 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
ANGLE FRAME. MORTOR FRAME TO TOP OFF OUTLI6 STRUCTURE. ATTACH GALVANIZED WIRE HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
CLOTH OVER SMALL DIAMETER "
i - TOP OF BANK 3 ORIFICE (8 MESH .020 WIRE) PLC 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER
0• AT FINAL GRADE.
CIMASONR
ASPHALT PAVEMENT 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
- r FL OD POOL 26.0 ELEV. VARIES METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
' THER
„ 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
I AT CORNERS 18 RCP 2, 0" WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
NOTES: BRIC TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
I RMAL POOL 25. 13
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF M ON. 4 TO PROVIDE MEOW STABILITY TO THE INSTAILAIKML FRAME WITH I INV. 24, � 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORTPOLrISTER, oR ETtmFJNE rARTN-ETTRU StRENOTH 2z4-INON raoD STRIPS AaouNo THE alEsr of THE oVERFtow INV. 24 ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE50 LB INCH MIN. -THAT COMANS UL7INANOLET RAY AREA AT A MAKNAIN OF 1.5 FT ABOVE THE DROP IIAET CREST. x 4• SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.I MID ST FABRIC SHOULD BE SUFFICIENTLYOVIDE ADEQUATE DRAK40E OF THE TEMPORARY B. PLACE THE BOTTOM 12 NCHES OF THE FABRIC IN A TRENCH MID 3 18. CONCRETE STORM DRAINAGE PIPE SHALL U CLASS 11' WITH RUBBER GASKETED JOINTSO
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERN BACKPILL THE TRENCH WITH AT LEASE 4 INCHES OF CRUSHED STONETEMPORARY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
APPLICATIONS• TT MUST BE REPLACED EVERY e0 DAYS. OR 12 NCHES OF COMPACTED SOIL' GRAVEL 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
3000
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY To THE STAKES AND FRAME JOINTS MAST BE I& I.��L FILTER ' ' ' CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111. FACTORY MIXED, QUICK DRYING,
3. FOR STAKES, I1SE y„L-NCH WpoD(pREFERREo)oR Equn„vEHrOVERLAPPED TO THE "� �"�• NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
METAL Wren A MININUI/ LENGTH OF 3 FT. S. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND BOTTOM 19.0 RgTT^��: SKIN NIGHT REFLECTING.
4. SPACE STAKES EVENLY AROUND THE PERINELER OF TA[ NLET ELEVATION DOYNSLOPE FROM THE DROP Il4,E'T To KEEP RUNOFF FROM SECTION A - A - o FOOTING 12"do 20. DUCTILE IRON SHALL BE CLASS 50. r�,
A MAXIMUM OF 3 FT MART, AND SECURELY DRIVE THEM INTO BYPASSING THE E "NSLM SIDE TM A LEAVE OP NING AS SHOWN 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE . ..� v
THE "�`Y '° '� °� DETENTION POND OUTLET STRUCTURE SECTION STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
TEMPORARY
FABRIC
1�' �• EROSION
1L' DROP 0 P INLET DETAIL 22. FIELD TESTING SHALL BE GONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR T�
t EMPORARY FABRIC DROP I'VLL' EROSION CONTROL NTS BY THE ER. FURTHER
CONTRACTOR.
REQUIRED DUE TO A FAILED TEST WILL BE
NTS VI x
NTS PAID OR BY 23. SEE GEOTECHNICAL REPORT NO. , DATED , BY p..�
FOR ADDTIONAL REQUIREMENTS. E-+
CONSTRUCTION SEQUENCE O
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR 0
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION,
VEGITATED SHELF TO BE PLANTED 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
6' w/ WETLAND SPECIES BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. e`
TOP OF BANK EMBANKMENT INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING 'Z
EL. 28.0 CONSTRUCTION. 0
FLOOD POOL EL. 26.0 4. ALL EROSION CONTROL MEASURES TO O INSPECTED AFTER EACH RAIN.
LATE WINTER & EARLY SPRING SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. L
TEMPORARY GRASSING DETAIL 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN C-'
SEEDING MIXTURE NORMAL POOL WIN NORMAL POOL EL. 25.0
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER T
U1 C�
RATE �e+1 25.0 1 F 24 0 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. Z
q 6. IF APPLICABLE, INSTALL DROP INLETS WiTH INLET PROTECTION TO ACT AS SILT TRAPS
Rye ( aiinspedeza (Kobe in 12D 1 6 I OQ - i I rrr DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROMAnn H
Piedmont and Coastal Plain, 5�- 1-1 = ENTERING STORM DRAIN PIPING.
Korean in Mountains) 50 FOREBAY - 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED, r
Omit annual Mepedeza when duration of temporary cover Is not to extend 1 3 MAIN POOL 'III 3 S( �.1 III=I"III_ OI 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS C�
beyond June. BOTTOM EL. 22.0 1 -III-Opf -III '- SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. F�
3 T -I I I I- T ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
SEEDING DATES: 3 BOTTOM r=1 I=" 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
Mountains - Above 2500 ft: Feb. 15-May 15 EL. 19.0 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
Below May tC Feb. 1-May i PLAN PROVE TO BE LESS EFFECTIVE.
Coastal PlaPlain Jan.Dec. -A'pr. 15 TYPICAL
� 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
DETENTION POND & FO R EBAY S ECTI 0 N 1 1 P I CA L GRASS S WA L E TEL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION, r
SOIL AMENDMENTS MAINTENANCE REQUIREMENTS �•/
Follow mommendations of soil tests or apply2.000 lb/acre ground ogricul- e
tural Iirrestom and 750 ro/acre 10-10-10 tedilizer. NTS NTS 1. CONSTRUCTION ENTRANCE MUSE BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING ^
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. F+� O
MULCH SPRING-SUMMER 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND 0
PERMANENT GRASSING DETAIL ' OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LESS THAN 4e CO10,
APPLY 44M l8/ACTS STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING, ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL �I�
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY SRAICHT CAN BE SEEDING MIXTURE - PRACTICES AS DESIGNED. V
N
USED AS A MULCH ANCHORING TDOL �= RATE fib/acre) A 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
PENSACO A BhH1AGRA55 50 BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE 0-4
n3
MAINTENANCE SERIM LESPEOEZA 30 2' SEDIMENT POOL NO LONGER DRAINS PROPERLY.
COMMON SPILLWAY
1 Refertill2Y it growth is not fully adequate. Reseed, retertolm and mulch im- GERM�AN �� 10 - 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT *O
I mediately following erosion or other damage. Tut FESCUE so 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY W N
I � TO MAINTAIN A BARRIER.
' EMPORARY SUMMER GRASSING DETAIL SEEDING NOTES ?'A 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING w fj
1. WHERE A NEAT APPFARUICE 5 DESIRED, OMIT sERICEA FLOW TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, F�
2. USE COMMON BER MACRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- ------- DENSE VEGETATIVE COVER. Fr�•s-.�1 W ray
COME A PEST. BERMUCAGRA55 MAY BE REPLACED WITH 5 b/oom CENTIPEDECRASS. Iy V .0 � CID
a
SEEDING MIXTURE z O e�
RATE [Ib/acre) A •N Lo 0 ci
CERM064 MLLU 40 SEEDING DATES UNDISTURBED 0 1 1
IN THE PIEDMONT AND MOIANTAIK A SMALL-STENNED S NDUNGRASS MAY BE APRIL I - JULY 15 SUMP CHANNEL BOTTOM Z 'Z.y c• 00
wesmureD AT A RATE OF 50 LB/ACRE' BOTTOM TEMPORARY SEDIMENT TRAP TABLE CD co
SOIL AMENDMENTS CROSS SECTION A4 A W
SEEDING NOTES N0. AAREACRES REQ'D PROVIDED L W D z +� 0001
b/mm1 0.13 234 250 25 5 2 a
t MOUNTAINS
- IMAYI 15-AUG. 5 GROUND LIME µIV AGRICULTURE ACCORDING
S 0 SOIL TESTS. 0R APPLY
I,000 lb/� N*e
r r r a m .hi e••1 e.y
COASTAL MAR - �` ' ' 13 0,15 270 300 30' 5' 2' w QI U .� g
SOIL AMENDMENTS MULCH 0.12 216 250 25' 5' 2' �' � X� p R
FOLLOW LIMESTONE
75 a SOIL VESTS - APPLY 2,000 LB/ACRE GROUND AGRICUL- APPLY 4,000 b acre GPAN SRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE 4 0.29 522 600 30' 1 0' 2' ply .r.4 „b 9 tJ '
711RAL LIIAESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH. ANC BY TACKING WITH ASPVMLT, ROMK OR NETTING OR BY CRIMPING Ermoil
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE SEE PLAN SHEET FOR LOCATION
MULCH USED AS A MUCH ANCHORING TOOL t O
APPLY 4.000 LB/ACRE srRMY. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, STONE SECTION A-A O
OR A MUCH FIORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE MAINTENANCE NOTES: SEE PLAN I
USED AS A MUCH ANCHORING TOOL 1. WILL BE CONSTRUCTED FIRST,
REFERDU7E THE FOLLOWING ARIL WITH 50 lb/an NITROGEN. REPEAT AS GROWTH
SUMP SECONDLY.
REQUIRES. MAY BE MOWED ONLY ACE A YEAR WHERE. NEAT APPEARANCE R 2. WILL BE
TRAP HEIGHT TO BOTTOM OF SPILLWAY 'I i
MAINTENANCE DESIRED, OMIT sERICFA AND Mow As OFTEN As NEEDED. WILL BE NO LESS THAN TWO FEET.
REFWILlfE F GROWTH IS NOT FULLY ADEOMTE. RESEED, REFERRU'ZE AND MULCH IN- 3. SPILLWAY DEPTH p�SHL�ALL BE ONE
ggFOOT.H
MEDM7ELY FOLLOWING EROSION OR OTHER DAMAGE. 4. O ONE D PERPENOdCUURLOY FROM THE FeIFEICHEs SEE PLAN
FALL-WINTER EE ST 1NEE
PERMANENT GRASSING DETAIL 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF ALAAIIUNifll/,,�
9 CF OF SED�IAiENT STORAGE.�OryWLL KKiEpp SECTION A - A FI �p�},1 FAPI�p{`.I O \�A,`N•CAI�•,,
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE B. DEPDTH OF sEDIMENTD IASSNEci'SSARYB�IA EC R MR
8 MONTHS). VVE� t AL� ��p
WORM AND CCtEANE �:• SEAL
SEEDING MIXTURE . RATE Ob/Orr.) 7. REMOVAL OF TSEIMFaNi TRAP WILL BE DONE IN SUCH A WAY ENERGY D I S S I PATO R
[b/Mare) TALL FESCUE (BLEND OF TWO OR AS TO LLIIMIT SLAT N.
IMPROVED VARIETES
RATE. TWREE l ) 200
Rye (grain) 120 (GRAIN) NTS Z
SEEDING DATES 25 TEMPORARY SEDIMENT : TRAP DETAIL 13�4,c�
SEEDING NOTES JNIUNtY - ARIL NTS %''! •t?�cTTW� •' �;��`
MOUNTAINS
PLAN all PIEDMONT-DEC. 15 AUG. 15-DEC 30 AUGUST - DECEMBEII SOIL AMENDMENTS lllII1111A,q,�GREC ��`�
SOIL AMENDMENTS APPLY LIME AND FERTILIZER A2:DFIDNo TO SAL TT51S, OR APPLY 3.000-5,000 lb/me
FOLLOW 90R TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL. GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND t DATE 1 1-10-00
1.000 lb/am 10-10-10 FERTILIZER.
' LIMESTONE AND i,000 LB/ACRE 10-10-10 FERTILIZER.
DESIGN PGT
MULCH DRAWN KAP
MULCH APPLY 4.000 b amrs GRAN STRAW OR ECA NAENT COVER OF ANTHER SWAMI
APPLY 4A00 lJ3/AOtE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING. MUD. STRAW BY TACKING WITH ASPH&T, ROVING. OR NETTING OR BY CRMP- .
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE ING WITH A MULCH ANCHORING 700L. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
USED AS A MUCH ANCHORING TOOL BE USED AS A MUCH ANCHORING TOOL. _
MAINTENANCE MAINTENANCE DATE PRINTED C 2
of Repair and
inn March.damaged N Te necessary to e� temporry wlow h 50 b/mod ORFUF FERTILIZE ACCORDING
� N SlP1EMBER AND 40 Ib N Ib/ocre NITROGEN IN OVDABER, FROM A 12�& NOV 1 0 2000
June 15rovareaee with 50 Ib/Men Kobe (Piedmont and Coaetol Plain 18-4-8, OR SIMILAR TURF FFRILLIiER. AVOID FERTILIZER APPUCATgNS DURING SHEET 2 OF 2
ar Koreorl (Mr1*,%lm) lespedem In late February or early March. WARM WEA7HM AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERIW.IZE,
AND MUCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES 000 V
AS NEEDED. b