HomeMy WebLinkAbout20140770 Ver 1_Site Plan_20150511Strickland, Bev
From: Wanda Austin <wandajoyceaustin @gmail.com>
Sent: Monday, May 11, 2015 9:45 PM
To: Strickland, Bev; Devane, Boyd
Subject: Re: DWR# 14 -0770 Beaverdam Road Project
Attachments: King_ECP- 401_404_Permit_Revised_5 11 15 Complete Plan.pdf
Good evening. I have cleaned up the drainage area delineation. I hope this helps in the review. Let me know if
you have any questions.
On Fri, May 1, 2015 at 7:36 AM, Strickland, Bev <bev.stricklandgncdenr.gov> wrote:
Thank you very much.
Beverly Strickland, Laser fiche Administrator
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev. Stricklandkncdenr.gov
From: Wanda Austin [mai Ito: wa ndajoycea usti n(d)a ma il.com]
Sent: Thursday, April 30, 2015 10:06 PM
To: Strickland, Bev
Subject: Re: DWR# 14 -0770 Beaverdam Road Project
I emailed the plans under a seperate email. I spoke with Boyd on Tuesday and expressed to him the hatch that
was requested to delineate the drainage areas did make it more difficult to see the underlying plan. If you need
me to remove the hatch please don't hesitate to request. Thank you.
Wanda Austin
Sent from my iPhone
On Apr 30, 2015, at 10:56 AM, Strickland, Bev <bev.stricklandgncdenr.gov> wrote:
Ms. Austin,
Could you please send me a pdf copy of the site plans you mailed to us on 4 -21 -2015?
Thanks
Bev
Beverly Strickland, Aast^rficlie Admini traftr
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev. Stricklandkncdenr.gov
DocuSign Envelope ID: 36CA7421 -AB8C- 4174- B387- 43B549FAE05A
7fit
\ I
an � \
2636
PECIAL SEDIMENT
DITCH
I
ft
I -40
_ _ C TORM WATER SWALE
30' ER C SSI 22' x 150' DRAINAGE AREA 1
263 — — r — 3_2 ACRES
/ 63 — — — C 0,37
- --
,�/ /
/ _ — _ — — — — 2644
/ 10'
I — UTIL17- y EASEMENT
F ❑ — — c
PROPOSED
5,000 SF MANUFACTURING c I SPECIAL SEDIMENT
L� 55' BORE / FINISHED DITCH
pry Q S / co GRADE
2644
8 N ARKING LO 100ft GRADE TO
10 SPACES CLUDI G DRAIN
1 P 1 HANDICAP
C
N L❑ ❑D ZONE
\ ��'9 rti. N� � N /// �f W W W W W W W W W W W •(�� W W
"FH /// d R DRAIN W W W y y y W W W y W W W W y y 86 6 y y y
'Po9 9TF� fj ROADWAY DI W W W W W W W W W 11
d R INAG AREA 4 UTILITY AS ME r y y y W W W y y v W W W y y ? W W DRAINAGE AREA 4 8
\ PRa ACRES W W W W W W W W GRADE TO W W W v W 0 ACRES
,32 /W� W W W W W W W 6a� .v DRAIN W Vi W W W W W W �6F \' k C=0.35 W W W
Ty
//� 310' ER M U // � ;' \\ W W W W W W W W • W W W W W W W W y W W W
'_'
TUOLW RVM EW RWT AW T
E R / S\
WA
LE.
22' X 150' a W V V
/ y W y
R A D E TO W v 1 W W v W y W W W y V W W W W W y y W y y
W y
W W W y W W
W y W
y W 6
v
BORROW S
❑I
A PAVED PARKING
DRAIN LOT SLOPE
SPACES
I❑NAL PAPER CO INCLUDING
r, O � 1HANDIAP
'G 249 PROPOSED
RA-- ( rA 10,000 DRAINAGE AREA 3 DRAIN MANU FAC TURING
1,6 ACRES FINISH GRADE 2648 RADE TO
32\ AT 11,4EED \ C =0,4 W D IN
W W W W W W W W W W
\ GRAD TO
/ EMOVE 40' EXISI�ING 24 VERT \ v DRAIN W W W W W W w N w W W W W w �66g
RESTORE STREAM C
VE DRIVEWAY HC"ECTI
2636
\ \ \` W W W W W v W W W W W W W W
PR D 18'
/ 2644 � \ ,y � PROPOSED CULVER W�6 `• \ W w W W W W W W
% �'-
/ \\ 10,000 SF
INTERNANl
DB 253 P
R CO
H RA T
41 q+ W
•Y •Y •Y W
\ W W W W .4t iV Y W W PROPOSED 8' GRAVITY S / y
420'
W W W W W W A
W W W W WMH #�4
/ED PARKING LO
SPACES INCL ING G
ANDICA W W W W W W
TORM WATER VAL
5' X 174' 10�
PROPOSED 18'
_ z
AND SEED
CM GU j
a'
JP X4 4'X3' BOX CUL \
70'-4 H89 C T F e , WITH GRATE
W W
2 _
CREEK
UT TO BEAVERDAM
EMOVE 35' EXISTING 40' LVERT BOX CULVERT
rx RESTORE STREAM CHANNEL AT AND SEED WITH GR
DRAINAGE AREP/ 5 G�Ci
2 2 2648
0 ACRES QG+ti 25' CREEK BUFFER RqQ
`\ C =0,27
5 QPSQ�'�i. DRAINAGE AREA 6
• Q
lit" 1,6 ACRES PHASE 1
OQO 19,7 TOTAL DRAINAGE AREA N
C =0,35 1 —
\4
450 3¢ 3
\ OCATE AND CONNECT TO 2652 c
ISTING MUNICIPAL SYSTEM 2 m
NOTE: STOCKPILE L❑CATI ❑NS AND BUILDING DEM❑LITI ❑NS SHOULD
ADHERE TO CURRENT NPDES REQUIREMENTS,
\ 2652
2656
♦ mod`
♦ ♦
\
NORTH CAR❑LTW,
I -40
♦
4'X3' BOX CUL
WITH GRATE
G� V
R°
l00 2
EX
ro BU
JF�� �J�,04 TH GRATEUL ERT
Li w�� GJ XI STIN
2� P SILO
—loo 4 \OjOpSFD A
3' BOX C LVERT
ITH GRATE \ \ \ R D
�Qr
\A
C4W _
— _
2672 a X CULVERT
ITH 149
II �
_ ♦ \
oft EXISTING 24' CULVERT \ \
SR 1613 Eq VER � ` ♦ ♦ ` \ \
� � SAD � � ♦ ♦ \
\
\
\
\
\
8.0
4r1 41
1,0
SPECIAL SEDIMENT DITCH
LEGEND
SEWER MANHOLE
(a
SEWER CLEAN OUT
contours
SILT FENCE
1?--3U-14 eves
NEW CONTOURS
299"
EXISTING CONTOUR
measures
PROPERTY LINE
- - - - - --
SEEDED AREA
0
FLOW DIRECTI ❑N
C❑NSTRUCTI ❑N
ENTRANCE
CONTROL OF
ACCESS LINE
A
INLET
U
PR ❑TECTI ❑N
�
TEMPORARY DIVERSI ❑N
TD
DROP INLET PR ❑TECTI ❑N
/ 00
5. 00 CU
WATTLE
A�
FIRE HYDRANT
C_ � LLJ
w _ ��Qm
WATER LINE
Z } Ln
�Lf)� I
Od
DRAINAGE AREA
Q
WATTLE
0 20 40 60 80 100
PERMIT 1
9 -13 -14 Add 1'
contours
1?--3U-14 eves
emov
High D@Asity
measures
SEAL
•• '''w'�GI NEED•'•• •�,:
5/11/2015
U
�
C M
�
I
z� CD
I—I U A U-)
O
/ 00
5. 00 CU
r�ZN�
A�
Q Z O
C_ � LLJ
w _ ��Qm
T LLd Ld 13 > O
1
Z } Ln
�Lf)� I
Od
Q ZV
LU M
z 00
Q 00
3 v
I—I
U
�z
Q
J
CL
U
U
U
� A
Q
LO
(� CD
O
~
-100
co U
zZ
U � -j
(L z >
z
LJ LJ
LIJ = =
V)
z�Q
I—I �
Od
U
n—j
L�
Q
COUNTY: HAYW❑ ❑D
TOWNSHIP:
BEAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
1' -50'
DocuSign Envelope ID: 36CA7421 -AB8C- 4174- B387- 43B549FAE05A
264
264
INVERT ELEV
2630
PROPOSED 70' -48' CULVERT
BURIED 1' -3,5% SLOPE
EXISTING CULVERT TO BE REMOVED LOCATED AT SOUTH OF STATI ❑N 2 +00,
PERMIT 2
4 -18 -15
ADDED DETAIL
ES I ",
SEAL
U3ocuS ����
a.
d�16:�QB288,D0i�•
5/11/2015
W
n M
1,10
cU
�
I
z� o
A U-)
H U )
� ' Q r,. -.
iOr,
00
5. 0� 0�co (U
av� Ld N �
Z
Ld Q LD
z
Z (� O
W
Ld - Q(IN
rL = Ld C)
Z >- Ln
Lf) I
LD
Q Z�
Ld M
z 00
Q 00
3 v
H
n�
L�
W
n
Q
�n
W
W
W
W
W
W
A
M Q
co
(� CD
O
H J 00
001 JN
zZ
�W tO�J
Ld I
(L
z z >
Ld Ld
V)
z�Q
H �
cU
W
W
Q
COUNTY: HAYW❑ ❑D
TOWNSHIP:
BEAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
NTS
DocuSign Envelope ID: 36CA7421 -AB8C- 4174- B387- 43B549FAE05A
300' RICH
\
\
\ \ C 1 �R e636 ••_ \ \
C SEDDENT
A SUCH ♦♦ \ \
mr x D R GE AREA 1
3.2 AINA ` NORTH CAROL \ \
ACRES
\
2644
m' �HLIiT' ♦ \
\ ..I - ___A \
\ PROPOSED , _ _ ♦ \ \ \
MUCH
WARD' /� x at�w ~ m ' ����'/ ' ` ♦ <F�� \
DD 471 PG 2451
L ZONE ♦ d. \
RDeewrr • . • . C
\ urn DRAINAGE AREA \
/ \ ACRES ' • • r0` .� 2.0 ACRES • \
\ e• - 32 ♦ • • ` C =0.35
\ \
\ � \' pp.rM6 ' � � � �' IHI • • • • VIOL xYML[. • +\ \�. • � \
\ \ • • • ' To b ♦♦ x Lor D PNiK
• H7Mp ,� • • •( �-
INTERNATIONAL PAPER CO \ \\ a�--�
DB 253 PG 249 r • \ . `' . • . • . • . '�4 ,� \ m D s.z "� • \
'vi ta000 sr \
• ` DRAINAGE AREA 3 • uwm ;� R6MH-AC m
1.60ACRES �� iHasH 6R6DE Pa4H � • 4'x3• aox aH. \
ROVE ,ST E>Of1�6 �, \ \ \ • ateen \ I H . �^ •
R ESIDE :,ate \
XXVIEWAT
/ 2611 \ \ \` ./� QL • • . ` \ . `rpt � S4I7 ZMTVMJ \ \
\ rDDSx EnA� 2614 � — \
MITE vERT \ \ \ ` \
\ e IR � srACES 1 . • \ d,
\
\ • -- j4„ 4' 4'X3' HO% C \ \ QL
\ VTTH GR6TE
x9 E.XMTM 40• . CLLVERT
R w STREW avmn r 6Im sE[D vm \ \ \
\ 0.2AACRES t � \ \ \ \ \ �AI�E VE ` \
a' CREEK anrER
\ DRAINAGE AREA 6 \ \ \
♦ / / 1.6 ACRES PHASE
\ C= 0.350TAL DRAINAGE AREA
wa�.L sr7°sIER e63e
INTER R CO \ \
DB 253 P ,�, ♦ L CONCRETE DITCH ,
\ \ e672 � ULVERT
ExISTmO e4• CULVERT
u
\
AT6ER \ \ \ \ \\ / ' has ��� R45�
\ \ \ PHA
3
\ \ ♦ \ HAR85iTER ES, LL� \
\ \
\
N❑TEs STOCKPILE L❑CATI ❑NS AND BUILDING DEM❑LITI ❑NS SHOULD
ADHERE TO CURRENT NPDES REQUIREMENTS!
\ \ n
ERT
KELLY INVESTMENT
PROPERTIES
631 PG 354
\
\
\
\ KELLY INVESTMENT
\ PROPERTIES
\ \ DB 631 PG 354
8.0
411 41
1.0
SPECIAL SEDIMENT DITCH
LEGEND
SEWER MANHOLE
OO
SEWER CLEAN OUT
SILT FENCE
NEW CONTOURS
agog
EXISTING CONTOUR
PROPERTY LINE
- - - - - --
SEEDED AREA
0
FLOW DIRECTI ❑N
C❑NSTRUCTI ❑N
ENTRANCE
EEO,•''•• 'r\,:
5/11/2015
CONTROL OF
C M
ACCESS LINE
A
INLET
�4 < u"
PR ❑TECTI ❑N
PCI
L?N00
TEMPORARY DIVERSI ❑N
TD
DROP INLET PR ❑TECTI ❑N
� = Ld c:)
WATTLE
Q Z�
FIRE HYDRANT
z 00
WATER LINE
3 v
DRAINAGE AREA
Q
WATTLE
0 20 40 60 80 100
PERMIT 3
•eeeauEmn6.y�•
�SEAL
DocuSiRp��
VV LL f _
a=
'4�,,�„FN�
EEO,•''•• 'r\,:
5/11/2015
U
C M
c1_I
�
I
z� 00
CD
F-� V A U-)
�4 < u"
5. " cl� � b6 N
PCI
L?N00
A�
Ld
Q LD u
Ld
a Z C/) 1=1
a_ Ld
w _ Qm
� = Ld c:)
Z } Lf)
A--A Lr) I
Oj
Q Z�
LU M
z 00
W
3 v
V !
LL- Q
D U
3
LLJ
Urr--�
> l__J
L-� Q
U H
Q
0
U
� A
Q
CD
O
Ld 00
~ J00
00 cu
00—
zZ
O
U tD V)Ld
co
z z>
Ld Ld
LIJ � = =
V)
zONQ
I—I �
cU
U
Q
T
COUNTY: HAYW❑ ❑D
TOWNSHIP:
BEAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
1/8" -1'
DocuSign Envelope ID: 36CA7421 -AB8C- 4174- B387- 43B549FAE05A
3T❑ WA SWA
\ 2 \150'
c
\ �9
T�
SWALE #1
I.UL V LK I
PROPOSED
10,000 SF
MANUFACTURING
FINISH GRADE 2644
,d RA DRAIN
ROADWAY DIT /� /i
\J/ \4/ \1/ \
� \4/ \1/ GRADE TO
DRAIN
#3 \ \ � \J/ STORM WATER SWALE
2.2' X 150' .� �•
Z)
Z)
FZ)
°ono \ti,. o
GRADE ❑
DRAIN PROPOSED 18
°q \ CULVERT
\ ,6
X�'� \1/ \1/ \1/ \1/ 1�
I-)
�MH #4
\ gg PAVED PARKING L❑
\ 16 SPACES INCL ING
\ 1 HANDICAP
a �, STORM WATER SWALE
5' X 174/ _
✓ � � � —PDL � ,�
\ Z
RPM—C
MH #9C
� \ � 70' -48 /
16-
9� r
\ q�_ i IT To BEAVERDAM CREEK
SWALE #3
22.0
1
05 FREEBOARD
2.0 1
5
2.0
SWALE DETAIL
TYPICAL
:T / %e'er
30
r�
P-
SWALE #2
CONSTRUCTION SCHEDULE
1. Obtain Erosion Control Permit and other applicable permits prior to the start of grading.
2. Install rain gauge in an accessible area. Dedicate a log book to record rain events and weekly inspections.
3. Maintain the temporary gravel construction entrance from phase I.
4. Install silt fence around permanent drainage casement.
5. Layout the areas for the construction of the swales.
6. Construct the swales to the appropriate dimensions.
7. Establish temporary cover according to stabilization table schedule and the seeding schedule on
stormwater sheet 2.
8. Seed, fertilize and mulch all exposed areas using the seeding schedule included on stormwater sheet 2,
adjusting to the schedule for the season. All disturbed areas should be treated with ground cover within 7
to 14 calendar days of completion of grading activities according to the stabilization table on sheet 2.
9. Construct storm water basins and outlet structures.
10. Seed and fertilize areas.
11. Once vegetation has been established, remove all temporary erosion control devices.
00
rb
PAVED PARKING
LOT
22 SPAXCAIP
\
INCLUD
1 HAND \
Stabi lization Reauirements:
IMPERVI ❑US AREA
L❑CATI ❑N
AREA (SFT)
TOTAL AREA
1,166,536.8
❑N —SITE
BUILDINGS
25,000
3.20
PARKING
18,287
#2
❑N —SITE
STREETS
19,535
FUTURE STREET
33,105
0.50
95,927
8%
r FUTURE AREA ACCOUNTED FOR IN VOLUME CALCULATIONS
DRAINAGE AREA CALCULATI ❑NS
DRAINAGE AREA
NUMBER
TOTAL AREA,
ACRES
IMPERVI ❑US
AREA, ACRES
RUNOFF
VOLUME, CF
#1
3.20
0.10
#2
2.00
0.50
#3
1.60
0.50
#4
1.30
0.30
SEAL
#5
0.20
0.03
U
#6
1 19.70
0.10
F—� V A Lf)
1 1 � 1 II :1 11
Stabilization for this project shall comply with the time frame guidelines as specified by the NCG- 010000 general construction
permit effective August 3, 2011 issued by the North Carolina Department of Environment and Natural Resources Division of Water
Quality. Temporary or permanent ground cover stabilization shall occur within 7 calendar days from the last land - disturbing
activity, with the following exceptions in which temporary or permanent ground cover shall be provided in 14 calendar days from
the last land - disturbing activity:
• Slopes between 2:1 and 3:1, with a slope length of 10 ft. or less
• Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
• Slopes 4:1 or flatter
SEEDING AND MULCHING:
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be as stated below. During
periods of overlapping dates, the kind of seed to be used shall be determined. All rates are in pounds per acre.
August 1 - June 1 May 1 - September 1
100# Tall Fescue 100# Tall Fescue
15# Kentucky Bluegrass 15# Kentucky Bluegrass
30# Hard Fescue 30# Hard Fescue
25# Rye Grain 10# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
Approved Tall Fescue Cultivars
2nd Millennium; Duster; Magellan; Rendition; Avenger; Endeavor; Masterpiece; Scorpion; Barlexas; Escalade; Matador; Shelby;
Barlexas II; Falcon II, III, IV & V; Matador GT; Signia Barrera; Fidelity; Millennium; Silverstar; Barrington; Finesse II; Montauk;
Southern Choice II; Biltmore; Firebird; Mustang 3; Stetson; Bingo; Focus; Olympic Gold; Tarheel; Bravo; Grande II; Padre; Titan
Ltd; Cayenne; Greenkeeper; Paraiso; Titanium; Chapel Hill; Greystone; Picasso; Tomahawk; Chesapeake; Inferno; Piedmont; Tacer;
Constitution; Justice; Pure Gold; Trooper; Chipper; Jaguar 3; Prospect; Turbo Coronado; Kalahari; Quest; Ultimate; Coyote;
Kentucky 31; Rebel Exeda; Watchdog; Davinci; Kitty Hawk; Rebel Sentry; Wolfpack; Dynasty; Kitty Hawk 2000; Regiment 11;
Dominion; Lexington; Rembrandt
Approved Kentucky Bluegrass Cultivars:
Alpine; Bariris; Envicta; Rugby; Apollo; Bedazzled; Impact; Rugby 11; Arcadia; Bordeaux; Kenblue; Showcase; Arrow;
Champagne; Midnight; Sonoma; Award; Chicago II; Midnight II
Approved Hard Fescue Cultivars:
Chariot; Nordic; Rhino; Warwick; Firefly, Oxford, Scaldis 11; Heron; Reliant 11; Spartan 11; Minotaur; Reliant IV; Stonehenge
Fertilizer shall be 10 -20 -20 analysis. A different analysis of fertilizer may be used provided the 1 -2 -2 ratio is maintained and the
rate of application adjusted to provide the same amount of plant food as a 10 -20 -20 analysis and as directed.
TEMPORARY SEEDING:
Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the rate of 400 pounds and seeded at the
rate of 50 pounds per acre. German Millet, or Browntop Millet shall be used in summer months and rye grain during the remainder
of the year. The Engineer will determine the exact dates for using each kind of seed.
FERTILIZER TOPDRESSING:
Fertilizer used for topdressing shall be 16 -8 -8 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of
fertilizer may be used provided the 2 -1 -1 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as 16 -8 -8 analysis and as directed.
SUPPLEMENTAL SEEDING:
The kinds of seed and proportions shall be the same as specified for Seeding and Mulching, and the rate of application may vary
from 25# to 75# per acre. The actual rate per acre will be determined prior to the time of topdressing and the Contractor will be
notified in writing of the rate per acre, total quantity needed, and areas on which to apply the supplemental seed. Minimum tillage
equipment, consisting of a sod seeder shall be used for incorporating seed into the soil as to prevent disturbance of existing
vegetation. A clodbuster (ball and chain) may be used where degree of slope prevents the use of a sod seeder.
MOWING:
The minimum mowing height on this project shall be six inches.
ST❑RMWATER 2
4 -18 -15 SW #
DELETED—REMOVE
MEASURES
c
.0 '-
SEAL
5//11/2015
U
CL M
1,D
Cd
I
z� 00
0
F—� V A Lf)
¢�-\
>13 ,,co
}�Q� Q�00 N
A��ZN�
� Q LD Z
a Z 13
Ld
Ld XQO�
� = Ld 13 C)
Z } Ln
un I
Q ZI- �
Ld M
z 00
Q 00
3 v
z
Q
U
Q
D
U
� A
DD Q
L(7 M
(� 0 o
H I J00
Co _J
(�J>U
°0
U tD V)Ld
(L
z z >
Ld Ld
U� ==
V)
z�Q
H �
(U
U
Q
COUNTY: HAYW❑ ❑D
TOWNSHIP:
BEAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
INSET 1 " =20'