20020468 Ver 1_More Info Received_20030722

N011?3S?I111Y?Qd
31YM
inf,
THE JOHN R. WADAMS
LETTER OF TRANSMITTAL
To: Mr. Todd St. John
North Carolina Division of Water Quality
Environmental Engineer
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
Re: Brier Creek Land Bay J/M
I am sending you the following item(s):
Date: July 21, 2003
REGULAR MAIL
Job No.: TOL-99110

COPIES DATE NO. DESCRIPTION
1 Layout and Details - Level Spreaders

These are transmitted as checked below:

? As requested ® For your use
® For approval ? + f
? For review and comment ? UP
JUL 2 y
Remarks:
QUALITY.Wrnm
Copy to:
Signed:
ndon R. Finch, PE
Stormwater Group
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
? Copy Entire Document to File
CIVIL ENGINEERING • LAND PLANNING • SURVEYING
PO Box 14005 • Research Triangle Park, NC 27709 • [phone] • fax[phone]
www.johnrTncadams.com
WMANDS1401 GROUP
AMFRQUALRY
SECTION
LEVEL SPREADER WALLS
WITHIN LOT 736-738
(STANDARD JB 12 & WIER JBW 12D)
------ ----
NOTES: / ? `
1. MEANDER WALLS THROUGH TREES TO MINIMIZE DISTURBANCE. i-
2. NO TREES ARE TO BE REMOVED ON LOT 738.
3. GAP MASONRY WALLS OR DRILL TIMBER WALLS TO PROVIDE / U-I Uj i
LEVEL DRAINAGE WITHIN THE WESTERN 90LF OF WALLS. v
\\ 441LFt TI R ! /MA Nfj
BASE VA @ 64.0
25'L 27' TH -
MOVE ND \
_ INT J A EN
OF EX. I E
s JB,,l\ 2 i
-tAl = 366.7
_?- -- -- - `
1 1"P" \ I L 6'?ty P '
® 1.07
-- - -- _ 5LF 2 B 2D
- 1.00% \ - - ; i
16tft iiMBER__OR MASON Y ALL I WRAR, CMP JOINTS ITHI
BASE LEVATION 6-36 - \ 50LF Jt RSSTREAM OF =
?1UNCTION BO ITH 1
- I RJEOPRENE COLLAR ?-
`n APPROXIM TE OC N OF \ _ - "
cy)
PROPOSED PE SP CE ?T
P OPE TY LIN I -?
I JBW 12D i
0-_ __7 38 RIM=374,50
INV IN=365. 5(36
? -
1 1 - IN IN=365.98 30")„ I JB 12
U =366.90 (12) RIM=370.00
W IEST=368.65 `EX INV IN=365.87 (36") _
- INV 0 T=365.50 (36") I INV- T=365.85__(3F"r
I - 1-
i
0 T IL
C, 32 S I QT
.o 25,118 8 S F
- ?F= 387.
FF \387.0 !
F= 89-?o
\ GF- 87.0\ \
PROJECT N0. TOL-99110 ® BRIER 0Rjp_'EK THE JOHN McADAMS
0 FILENAME: COMPANY, I NC.
071403TIMBER WALLS. DWG
SCALE: ,. _ 30' LEVEL SPREADER WALLS ENGINEERS/PLANNERS/SURVEYORS
RESEARCH TRIANGLE PARK, NC I
DATE; LAND BAY J P.O. BOX 14005 ZIP 27709-4005
07-15-03 RALEIGH, NORTH CAROLINA [phone]
FOR COST ESTIMATE]
PURPOSES ONLY.
TO LEVEL SPREADER
PLAN VIEW
*NOTE: INTERNAL WIER MAY NEED TO BE PRECAST CONCRETE OR
BLOCK AS DESIGNED DETERMINED BY STRUCTURAL ENGINEER
JUNCTION BOX WITH INTERNAL SHEET METAL WEIR (JBW 12D)
NTS
LIFT HOOKS
3'- 6'
ADJUST TO TOP
OF BRICK
112" PLASTER-
8" MINIMUM ; OVER
8' DEEP, 12" MINIMUM
UP TO 6' FROM TOP
OF CURB.
3000 PSI CONCRETE
6„ CLASS "A" CONCRETE°
1? - 2'- 0 -?{
2" MIN.
3" MAX.
NO. 3 REBAR 5" O.C.
PLACED BOTH WAYS
z
I
?z
I ?
+
o ° o I
c v
i
°I
--- -- 4'- 4„
I
i I
co
??roo
I I I I
?t in r7 ?
00
- DRAWING NOT TO SCALE -
NOTES:
1) FOR 24" RCP & LARGER USE PIPE
DIAMETER PLUS 12" FOR
MINIMUM INSIDE DIMENSION.
2) USE 4X4X8 OR 4X8X16 SOLID
CONCRETE BLOCK. CAST IN PLACE
OR PRECAST CONCRETE TO MEET
NCDOT STANDARDS ACCEPTABLE.
3) FOR STEP REQUIREMENT SEE NOTE
2 ON STD. NO. 30.01.
CITY OF RALEIGH
CENTRAL ENGINEERING DEPARTMENT
REVISIONS DATE: 713100 DRAWN BY: JTB
STANDARD
JUNCTION
BOX (JB 12 )
- STD. # 30.04
F? 3'-0° -?I
4'-4"
i r
IOC CORRUGATED BAND
5x1 ALUMINIZED STEEL
TYPE 2 CMP
WIDE NEOPRENE FLAT GASKET
BETWEEN PIPE AND BAND
1/2" DIA. BOLT
(2) 24" ANGLES
,I
NEOPRENE COLLAR DETAIL-

25-1/2' -
?" 24' I

LOTS y3gJl3g
'( A G{.t,

lL ?1?-
Nh-5

Vol 11, / VVJ 11\! 1L.JL /AA JVL LLVJ JV+ll, AN
t'lVAV()1'1J
t CURVE TABLE
CURVE LENGTH RADIUS ANGENT CH.BEARING FC"7.C1 .79E 72' 18'23' "
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 21.80' S 47'54'43" E E6 11.25' S 66'11'12" E
L2 53.23' N 55'25'15° E E7 45.61' S 03'25'24" E
L3 21.72' N 89'44'54" E E8 33.96' N 80.18'01" W
L4 34.29' N 89'44'54" E E9 14.69' S 79'25'00" E
L5 38.48' 89'44'54" E E10 25.32' N 03'25'24"W
L6 19.47' N. 04'12'19" W El 4.94' N 80'18'01" W
L7 20.92' N 45'07'08" E E12 18.50' S 57'43'13" W
L8 10.0 ' S 79'39'09" E E13 18,84' S 77'41'25" W
E1 11.25' S 66'11'12" E E14 36.94' N 85'03'53"W
E2 46.33' S 03'25'24" E E15 17,46' N 04'56'07" E
E3 10.00' S 86'34'36" W E16 35.44' S 85'0 ' 3" E
E4 10.00' S 86'34'36" W E17 15.24' N 77'41'25" E
E5 56.62' N 0,3'25'24"W E18 20.88' N 97.43'13" E

PROPERTY LINE IS CA CREEK
BOOK OF MAPS 1998 PAGE 711 E19 9.33' S 79'25'00" E
1
wJ VVL, VVL
DRAINAGE EASEMENT AREAS
LOT 736 489 SQ. FT.
LOT 737 1491 SO. FT.
LOT 738 1365 SQ. FT.
THESE AREAS INCLUDE ONLY THE
NEW PRIVATE DRAINAGE EASEMENTS
HEREBY CREATED

f I
Ce
'?

1 n1
C1; N
! r"
! r
.
t ,
a.2.h? F.'.tq.oz' ? +10.02' t
' FLOODWAY
U
BOUNDAR
e!9 E9 L .'...'...'.1m
2.52' .'...'...':. ,? VARIA LE WIDTH
Ete E17 ?........... ?'.' PRIVATE
\? r;.?? :.. .. ?. rte:...... .. ....'.'.' ' ( N \ DRAINAGE EASEMENT
... DOM 2002 PG 1233
.to
NEW \
100 YEAR
VARIABLE wIDTFI ......
LIMIT I
PRIVATE ,•. ? ? '?\
I,,'.•?'... :• •
DRAINAGE EASEMENT
N ?p ?f
NEW
20' PRIVATE
DRAINAGE
EASEMENT
.t_ EXISTING
2 PRIVATE
DRAINAGE
LOT 738 ~ I I DOM 2002 PG 1233
0.40 ocres
10.1
? IN
e I v I
V) LOT 737 rn o
LOT 736
Qr 0,37 ocres I I 0.58 acres
rn I D ? I
BRIER CREEK COMM CLUB
IMS 736-738
DRAINAG$ ? a A
Ci
LEVEL SPREADER WALLS
WITHIN LOT 26
(WIER JBW 35A)
PR "cT "o' TOL-99110
Fum''"m: TOL99110-E8
DtALLNt 1 M-.mI
°"'7" 11-14-2002
BRIER CREEK
WEIR BOX QBW 35A)
RMMOH. NORM CAROLINA
THE JOHN R. McADAMS
COMPANY, INC.
BNGINBERS/PIANNERS/SVRV9Y0R6
RESEARCH TRIANGIB PARK, NC
P.O. BOY 14006 ZIP 27709-4006
[phone]
STANDARD MANHOLE LID --?
TOP FO READ "S FORM"
III I=:111
?4 S
"NN
O d ° ° 0
0 9
wd ° a 24' DIA.? °
6 E 1
4. ?
0
ti
.SEE
° d
O 'I o
Flo Cp \ `WV d °
W? Q v d
°
S1Fp?
Q ? ?' ° ° NFU ? BY
(Nr??ETRlESM0 q.
DETAiI,Or
d
?Q
(T ? Fi
8 P c 3,. ?? W?TN
GR??T
R?EP??R ? F
?EVE? 5`?_ o?cRErE \oRME? ENV
51 G VA @?o ERT
38 ?P?S
0P?S ?ERTMgT EMIR Wq FOR COST ESTIMATE
EO ?2?T ?l PuRPoS oNEY.
N?G?)
JUNCTION BOX WITH INTERNAL WEIR (JBW 35A & 47A
NTS
I 4' MIN. 6" MIN
I
i F(ow
1 1' MIN.
2.5 MAX. 1
2.5 MAX.
NORTH AMERICAN S75 BN
MATTING OR ENGINEER
APPROVED EQUAL
FLOW

a
FLOW
o=
Q
S
FLOW
0
w
Q
z
w
C)
Z0
O J
O L-
TES:
THE MATTING SHOULD BE MINIMUM OF 4' WIDE EXTENDING 6" OVER THE LIP AND BURIED 6" DEEP IN A VERTICAL TRENCH ON
LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH
)SELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL).
DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 10%. MAKE SURE THE
APE IS SUFFICIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING.
MMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER.
LEVEL SPREADER TYPICAL SECTION
NTS
LEVEL SPREADER WALLS
WITHIN LOT 714
(WIER JBW 47A)
OT 715 I I '
/ 2 FES ' ( I
/ II V. 339.41
NEUSE RI; N B I I
p, ^' I r 1 I ? ?{
4$ J 4
AT CLASS '2' RIP 1 ?\
12' 2'Wx27"T CK 1 ` \
I 16 LF - 811? PV 1 I '
13.13 1 ( \
l LOT ?14 I '
45 LF - LE?EL
= pENC
EL V. 3390
M 20' PRIVATES R
DRAINGE\ EA M I
JBW 47A 1 I
(JUNCTION BOX WITH INTER\AL I
RIM = 343.00
piNV. IN = 33940 1
SIN . -OUT = 339.50 (8" PVC) ,
INV OUT = 339.40 (24" FES)\ 1N TE: A[? TIONAL GRADING
M?Y BE NECESSARY TO
/ ONSTRUCT THE LEVEL
I P EADER P PERLY AND
gR?UND THE HIGH SIDE OF
T E JUNCTION X.
GRAPHIC SCALE \
30 0 15 30 60 \ \ '
F OST ESTIMA
\ \
1 inch = 30 ft. P SES ONLY.
® rxaacr xo. TOL-99110 BRIER CREEK THE JOHN R. bicADAMS
TOL99110-E3 COMPANY, INC.

? ?, ?'
1"=30

°?'? 11-14-2002 WEIR BOX (JBW 47A)

MG? NORTH CAROLINA er?anvesRS/PIANNERS/sum?rORB
PAM, C
PLO. BOXR14M TRUMIXZIP M09N 006

[phone]

8PVG ( T?p-)
t-E? 5Y?
SiANLARD PAANhOLE HD
iOP 11? READ "STORM"

s tro
(NpT? TRIESM A.
? ??TAI? PF
50uu
28 DP ?tgT?MAT NEi? Wq FOR COST ESTIMATE:
Ep ??HT ?l PURPOSES ONLY
C_-_--
N1%)
JUNCTION BOX WITH INTERNAL WEIR (JBW 35A & 47A)
NTS

I
i
I
T2.5 MAX.
4' MIN. _ _6" MIN.
FL?
?1
2.5 MAX.
NORTH AMERICAN S75 BN
MATTING OR ENGINEER
APPROVED EQUAL
FLOW
V)
z
a
J
a
FLOW
a
c?
z
FLOW
0
w
Q
F-
z
w
v?::
Z
0 ,j
0 Li
TES:
THE MATTING SHOULD BE MINIMUM OF 4' WIDE EXTENDING 6" OVER THE LIP AND BURIED 6" DEEP IN A VERTICAL TRENCH ON
E LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH
OSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL).
DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 10%. MAKE SURE THE
)PE IS SUFFICIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING.
IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER.
LEVEL SPREADER TYPICAL SECTION
1\I Tc
07/21/03 16:30 $919 361 2269 JOHN R McADAMS 4001/016
THE JOHN R. WADAMS COMPANY, INC.
FACSIMILE TRANSMITTAL
TO: Mr. Todd St. John
TO:
TO:
TO:
TO:
FROM: Brandon R. Finch, PE I
PROJECT: Brier Creek. Land Bav JIM
0 ?' j m?
Fax No: [phone]
Fax No:
Fax No:
Fax No:
Fax No:
JOB NO: TOL-99110
DATE: July 21, 2003
NO. OF PAGES: 16
(including cover)
Hard Copy To Be Mailed?: ? Yes ® No
REMARKS:
Todd, Please find attached the layout and details for the three areas in Land Bay J that
need to be constructed to conform to DWQ regulations.
CC: Fax No:
CC: Fax No:
NOTE: If the following information is not clear or if you do not receive all of the indicated
sheets, please notify our office immediately at [phone]. Thank you.
FOR INTERNAL USE ONLY
? Copy Facsimile Transmittal Only to File
® Copy Entire Document to File
? FAXING COMPLETE Date: Initials
? MAILING COMPLETE Date: Initials
CIVIL ENGINEERING - LAND PLANNING • SURVEYING
PO Banc 14005 - Research Triangle Park, NC 27709 - [phone] - fax [phone]
www.johnffncadems.com
07/21/03 16:30 0919 361 2269 JOHN R McADAMS 0002/016
LEVEL SPREADER WALLS
WITHIN LOT 736-738
(STANDARD JB 12 & WIER JBW 12D)
07/21/03 16:30 0919 361 2269 JOHN R McADAMS IM003/016
NOTES:
1. MEANDER WALLS THROUGH TREES TO MINIMIZE DISTURBANCE.
2. NO TREES ARE TO BE REMOVED ON LOT 738.
3. GAP MASONRY WALLS OR DRILL TIMBER WALLS TO PROVIDE
LEVEL DRAINAGE WITHIN THE WESTERN 9OLF OF WALLS.
\`\ \\ 1LFt TI R,(0/,M A
N -
?. \ BASE VA O j 64, 0
.P
E -- - - :!=366.7
- BY
-- - - 15LF 12"PAC`
® 1,00%
6tft -TIMBER-OR MASON Y ALL - `
BASE LEVATION 36 I
APPROXIM TE OC N OF \
PROPOSED E SP CE Ii
P OP TY LIN
178 JB _ 12D
RIM- y50
INV 114=365.k5(36")
1 i , 41 ?S T ~- IN IN=365.98N(30") 4
-?? ni=366.90 (12„ ")
EST= 368.65
` =30 (36")
0 T , T7
6) 32 SF
F
.o
GF=387._ _

PROJECT NO. TOL-99110
,Z PILENAW:
a 071403TIMBERWALLS.1
scALer 130'
(n DATE: 07-5-03
1
w cam'
O ' - 1? -
COCT-C S '2' P A
251 27' TH
OVE S ND
IN %L J FC EN
OF EX,-PI E
i
JD- 12 J 1
2D l LF? 6"TIP '
1
WRAP CMP JOINTS THI
50LFTREAM OF 1
,)UNCTION BOXES TH
'NEOPRENE COLLAR
\ h

JS 1.2-
RIM=370.00
?-EX INV IN=365.87 (36")
\ INq-GL!T= 6.85_0&'-')`
BUT
1 25, 11 'F S) F
?-- FTy387;O ?
- ??
1 1
THE IOHN OMPANY, NMcADAMS
BRIER CREEK ®C
ENGINEERS/PIANNERS/SURVEYORS
LEVEL SPREADER WALLS
RESEARCH TRIANGLE PARK, NC
LAND BAY J P.0 BOX 14005 ZIP 27709 4005
RALEIGH, NORTH CAROLINA (9(g) 501-6000
07/211/03 16:31 $919 361 2269 JOHN R McADAMS 4004/0113
?6R cos T rs rir?r?rE
PURPOSES CNLY.
-0 LEVEL SPREADER
PLAN VIEW
'NOTE: INTERNAL WIER MAY NEED TO ©L PRECAST CONCRETE OR
BLOCK AS DESIGNED DETERMINED BY STRUCTURAL ENGINEER.
JUNCTION B0X WITH INTERNAL SHEET METAL WEIR JBN 12D)
NTS
07/21/03 16:32 $919 361 2269
I ---- --
LIFT HOOKS
3'-6"
CLASS "A" CONCRETE°
ADJUST TO TOP
OF BRICK I 2'-0°
112" PLASTER _ 2" MIN
3" MAX.
8" MINIMUM ; OVER
A' DEEP, 12" MINIMUM
JOHN R McADAMS
NO. 3 REBAR 5" O.C
PLACED BOTH WAYS
z
I
ip z
I ?
+ Lo
Z005/016
UP TO 6 FROM TOP ° I
OF CURB.
%
° .
3000 PSI CONCRETE
1 4'-4L-
I I I
4'- ?rr?o
4"
- DRAWING NCT TO SCALE --
NOTES:
1) FOR 24" RCP & LARGER USE PIPE
DIAMETER PLUS 12" FOR
MINIMUM INSIDE DIMENSION.
2) USE 4X4X8 OR 4X8X16 SOLID
CONCRETE BLOCK CAST IN PLACE
OR PRECAST CONCRETE TO MEET
NCDOT STANDARDS ACCEPTABLE
3) FOR STEP REQUIREMENT SEE NOTE
2 ON STD. NO. 30.0'.
CITY OF RALEIGH
CENTRAL ENGINEF_RING DEPARTMENT
REVISIONS ro DRAWN 6Y JT9
TANDARD
UNCTION
X (JB ?2 )
-- 30.04
,-? ?
k -- 3 -0"
07/21/03 16:32 8`919 361 2269 JOHN R McADAMS U006/016
-25-1/2-
1 OC CORRUGATED BAND
5x l ALUMINIZED STEEL
TYPE 2 CMP
1/2" DIA. BOLT
SECTION
12" WIDE NEOPRENE FLAT GASKET
BETWEEN PIPE AND BAND
(2) 24" ANGLES
t?
NEnPRFNE COLLAR DET4L- -
25-1/2'
f? 24' I
07/21/03 16:32 $919 361 2269

JOHN R McADAMS
Lr,vci- Sprzrrw2 ALi EQ.1?1i
NK

Cj 007/016
LnTS ???73'
tJ A Lt.
07/21/03 16:33 V919 361 2269 JOHN K McADAMS Z008/016
VI I LA,• LYwv a1%L LL ?? l!lA vv &L vJ VvUN At &fAvn V(LIIJ
. 4Jvvcvuc

Z CREEK COUM CLUB
LOTS 736-738
DRAINNG$ rir MMM A
07/21/03 16:34 V919 361 2269 JOHN R McADAMS
LEVEL SPREADER WALLS
WITHIN LOT 26
(WIER JBW 35A)
tO 009/016
07/21/03 16:34 0919 361 2269 JOHN R McADAMS 4010/016
PRO"`` No_ TOL-99110 BRIER CREEK d THE JOHN R. McADAMS
}IIJ *: TOL99110-E8 COMPANY, INC.
WEIR BOX (JBW 35A) MAP /mss
RESURM MWGU PARR. NC
DATE: RAM OK NORM CAROUM P.O. BOX 14005 ZIP 27700-4005
11--14-2002 (019) xi-aaao
07/21/03 16:35 $919 361 2269 JOHN R McADAMS 16011/016
S7ANDAF,D UAVHOLE LID I
\\ 1 7 !,t
TOP TO READ "STORM"
?I?1
III ??? ?I
? Mks CIA ~`?\
OpEHI??AlS
-44
nr ,..+Fa? t.r • 24 bIA. t d
#a 5 a
4 \ ' r
e,. ? o \ d .d e ` S iF,?• NDI N
Q ' a Nr r? T'?I? ; M A
< Ali ?
,co
8,, pvC 3„ ( Url PI.I
O \ I?
?? 5PR`acE lE ? \?RMFp I
L00 c y elp N,v
P51Y5 gRlq Ck
© 50% OP `f STIMA EDF?ptiWq?l p?roC,?E? or ?ti?rE1
JUNC 110N BOX WITH INTERNAL WEIR (JBW 35A cQk 47A
NTS
07/21/03 16:36 e919 361 2269 JOHN R MCADANS
I
1 1' MIN.
2.5 MAX 1
2.5 MAX.

Li
w
a
z
w
U
Z
O
U LL
-6" MIN.
NORTH AMERICAN S75 ON
MATTING OR ENGINEER
APPROVED EQUAL
FLOW
FLOW
FLOW
Z012/016
RTES:
THE MATTING SHOULD BE MINIMUM OF 4' WIDE EXTENDING 6" OVER THE LIP AND BURIED 6" DEEP IN A VERTICAL TRENCH ON
IE LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH
OSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL).
DISPERSE RUNOFF FR„OM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 107. MAKE SURE THE
OPE IS SUFFICIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING.
IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER.
LEVEL SPREADER TYPICAL SECTION
N TS
07/21/03 16:36 0919 361 2269 JOHN R McADAMS Z013/016
LEVEL SPREADER WALLS
WITHIN LOT 714
(WIER JBW 47A)
07/21./03 16:37 V919 361 2269 JOHN K McADAMS 4014/016
. , 1 -
l f
?OT 715' i

(4 J
P / /
?
F
P o 3.1 37
LOT ?,4 1 I 1
45 LF ` LE?L ENC?I
EL?V. =1339. O Cr?
M r /I(?C) 20' PRVATE S'
/ N ORAINGt EA I

'FES I
. 339.40 }
NEUSE RIP N B
n
Ir7 NT CLASS '2' RIP,
i r-) J , 12' 2'Wx27" CK 1
•
/ JBW 47A
(JUNCTION BOX,WITH INTER\AL
RIM - 343.00
NV. IN = 339 10
?INOUT 339.50 (B" PVC)
N) /? I11V. OUT = 339.40 (24" FES) ` E I C SSARYRp GRADING
/ /STRUCT THE LEVEL
PREADER PhQPERLY AND
I AAR6UND THE HIGH SIDE OF
TIE JUNCTION B X.
GRAPHIC SCALE
30 0 15 30 60 \ \
\ \
]inch =30fE. ?
pPOncl NO. TOL-99110
TOL99110-E3

6f
Ale
'
"
C .
=30
1

DATE. 11-14-2002
1

0
4

?,x \
X?
i I II ?:
ESTIMA
ONLY.
BRIER CREEK A c THE JOHN R. WADAMS
WEIR BOX (JBW 47A) WlGQig w/?LWwm/5'U"mRs
Mgt" numLz PAW(. NC
RA=IL NOMH CA1ROUNA P.O. 901 14005 ZIP 27709-4005
[phone]
07/21/03 16:38 $919 361 2269 JOHN R McADAMS 0015/016
STANDARD VP('160LE LID
TOP TO READ "`?TO?M '
6
a4 ? o c
114 S
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07/21/03 16:38 0919 361 2269 JOHN R McADAMS
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10016/016
OTES:
THE MATTING SHOULD BE MINIMUM OF 4' WIDE EXTENDING 6" OVER THE LIP AND BURIED 6" DEEP IN A VERTICAL TRENCH ON
-1E LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH
_OSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL).
DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 10%. MAKE SURF THE
OPE IS SUFFICIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING.
IMMEDIATELY Al- FER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER-
LEVEL SPREADER TYPICAL SECTION
NTS
" 3c, 3(,/
0?0F WA1?9QG Michael F. Easley
pj William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
p Y Alan Klimek, P.E., Director
Division of Water Quality
July 11, 2002 I.. c (D E7
Mr.Lee Honeycutt
i ..
Toll Brothers, Inc. ;l JUL 1 6
2310 T.W. Alexander Drive, Suite G
Raleigh, NC 27617 4
i
Subject: Stormwater Management Plan
Brier Creek Country Club, Phase 15
Wake County, NC
DWQ# 020468
Dear Mr. Honeycutt:
This Office is in receipt of the plans dated June 20, 2002 for the stormwater management plans at the
subject facility prepared on your behalf by The John R. McAdams Company and submitted to the Division on
June 26, 2002. As specif ied in the 401 Water Quality Certification, dated May 21, 2002, and in 15 A NCAC 02B
.0232(5) diffuse flow must be maintained in the buffers. Staff from the Wetlands Unit reviewed the plans and
found potential violations of the Certification and Neuse Buffer Rules.
The stormwater discharges just north of the intersection of Sporting Club Drive and Road S-39 indicate
that diffuse flow through the entire buffer will not be achieved by design. Also, based on the information
provided for the other outlets, it is not clear that diffuse flow will be maintained through the entire buffer at non-
erosive velocities. Insufficient information was provided to show that the flows from these dissapators would be
diffuse and would not be erosive through the entire buffer.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone],
rd?sU upervi r
cc: Mr. Todd S t. John, Wetlands Raleigh Regional Office
Jennifer Burdette, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699.1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919.733-1786 (phone). 919-733-6893 (tax), httpJ/n2o.enr.stete.naus/ncwetlandsl