20150023 Ver 2_USACE Permit_20150310 (2)

_ J
Legend:
A<. - Acrmga
ex.- existing
JB - Juactim Box
LF - Linear Feet
N.C.S.R. - NC Secondary Read
RCP - Reinforced Concrete pipe
WW_ Rightwf -way
( TO#1 - Tempom y Dam
5
SITE
®� y
5�d1
�' Jy
VICINITY SKETCH
NOT TO SCALE
Notes:
1. Work to remote the existing drainage shelf be done dashes periods of dry .ath-
2. 51eam Impact Initial disturbance of this area shall be limited to the u"lop. urea
(on either side) minimally seeded to allow carts'trac4ion equipman4 to prepare
far the i=llation of the damage. D. corwid —fl.. shoo be given to Impending
axiement weather enriditims that may adversely affect the completion of the
drainage in the shortest time pmeticobie. 6,uWe g or land disturbance of the
Subject ores shall rot be performed .011 the wNer?s, backfill materiel, —o. and
sediment wrrrml matwldl or derii— sufficient to substontidly complete the
coewtrvction and etabiliaatfee of the dminege are staged w stockpiled at the location.
S. Dmitnge wwk Shail be completed in the minimum time neaseary.
Corl'"ction 5equonee.
4. No catetruction of the dmiraxge for the stream impact shall aomanence until oil
noterials rxeded for the Impact are staged an site, nrd the 4empararp dams era
bsstaied to impede flows.
5. Establish cfeering limits per approved piarw. a— and grub impact m-w as needed.
immediately install the tempamry damn upslope of the sfraan impact and to the
oasi'side of the axis fag 24° RCP. Tempaary seed and mulch d!Mrbed area. Do not
clear or disturb ay unpermf ltd arras.
6. Instal! droir g . Fill, copped and finish grade area
7. two if p.-m-,t groin cover (wd) m slopes near the headwall oAd 42" RCP outlet.
8. Isaiah sift fence at toe of fill slope and as noeded to prevent —I-
g. See the ewstmetian pia. far additm.1 details.
10, See wetlands permit for odditionel requirememS.
Overall Impact Map - Sheet 1 of 2
p aa: tee: Parker Associates, Inc.
Rev. Q2l17115 JLM -move Bldg, revise p'vpes ant trib. labies.
MARINE CHEVROLET i ElI3I7TIT0N Dete:02 /11/15 Consulting Engineers - Land Surveyors - Land Planners s
Sotithem Crescent, LLC 5 ale: 1 ° =6O' P.O. Box 976 - 26541 -0976
GATEWAY DRIVE SOUTH Field book:Jax Commom#4A, pg. 6 -13 806 New BNdiffe Street - 26640
File Name: MARINE CNVy -Impoet ktaps.dwg daeknnargie, North Corolla.
Whit. Oak Twp., 0mlow Ca., North Carolina 1408 Western Boulevard Disk Name: Ad 2526 Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Drawn: FLB Firm 11- -- Nsssober. F -0106
l
a
_ J
Legend:
A<. - Acrmga
ex.- existing
JB - Juactim Box
LF - Linear Feet
N.C.S.R. - NC Secondary Read
RCP - Reinforced Concrete pipe
WW_ Rightwf -way
( TO#1 - Tempom y Dam
5
SITE
®� y
5�d1
�' Jy
VICINITY SKETCH
NOT TO SCALE
Notes:
1. Work to remote the existing drainage shelf be done dashes periods of dry .ath-
2. 51eam Impact Initial disturbance of this area shall be limited to the u"lop. urea
(on either side) minimally seeded to allow carts'trac4ion equipman4 to prepare
far the i=llation of the damage. D. corwid —fl.. shoo be given to Impending
axiement weather enriditims that may adversely affect the completion of the
drainage in the shortest time pmeticobie. 6,uWe g or land disturbance of the
Subject ores shall rot be performed .011 the wNer?s, backfill materiel, —o. and
sediment wrrrml matwldl or derii— sufficient to substontidly complete the
coewtrvction and etabiliaatfee of the dminege are staged w stockpiled at the location.
S. Dmitnge wwk Shail be completed in the minimum time neaseary.
Corl'"ction 5equonee.
4. No catetruction of the dmiraxge for the stream impact shall aomanence until oil
noterials rxeded for the Impact are staged an site, nrd the 4empararp dams era
bsstaied to impede flows.
5. Establish cfeering limits per approved piarw. a— and grub impact m-w as needed.
immediately install the tempamry damn upslope of the sfraan impact and to the
oasi'side of the axis fag 24° RCP. Tempaary seed and mulch d!Mrbed area. Do not
clear or disturb ay unpermf ltd arras.
6. Instal! droir g . Fill, copped and finish grade area
7. two if p.-m-,t groin cover (wd) m slopes near the headwall oAd 42" RCP outlet.
8. Isaiah sift fence at toe of fill slope and as noeded to prevent —I-
g. See the ewstmetian pia. far additm.1 details.
10, See wetlands permit for odditionel requirememS.
Overall Impact Map - Sheet 1 of 2
p aa: tee: Parker Associates, Inc.
Rev. Q2l17115 JLM -move Bldg, revise p'vpes ant trib. labies.
MARINE CHEVROLET i ElI3I7TIT0N Dete:02 /11/15 Consulting Engineers - Land Surveyors - Land Planners s
Sotithem Crescent, LLC 5 ale: 1 ° =6O' P.O. Box 976 - 26541 -0976
GATEWAY DRIVE SOUTH Field book:Jax Commom#4A, pg. 6 -13 806 New BNdiffe Street - 26640
File Name: MARINE CNVy -Impoet ktaps.dwg daeknnargie, North Corolla.
Whit. Oak Twp., 0mlow Ca., North Carolina 1408 Western Boulevard Disk Name: Ad 2526 Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Drawn: FLB Firm 11- -- Nsssober. F -0106

0.004 Acre
�Legend: �� o n wa a xm
_ LuMali Silt Fen e
Afterlecl dPips 297 LF of Stream _ ✓ +a +Ta .
€- cen +wMn Erei ImpaT 5' Iratalled and Sod xmpaet with MiTigaNOn
oev. - eawaron Fram Fraparfy an 8aeksiopes
ee" %TM+P*aa 10#2 ,w
xnw mwn as e
Ynsta9 Temp or
• as aaMra,m. . 4 4' Earthen Dace
N.csA- �s��vWPa „�+ 2 3 \ .. with St— Face
Rq'- &+nfrrcW Gmrt+s Pips «1� \
..
f h g9gry w 4
l
M ss
x�etoll 7emperary� ` ditch
4' Earthen Dom
- s� with Stagy Pace 5599.
Qy+R +qb�x un s,z J8#3
x x4RTt � i MF
o °' Note. 78#1 and JB #2 To have l2' drop Plan View End of 5T
b to disci and M7tiq tton
+OL, pate enagp. Scale:l =40'
To T
Tap p 44.1 79#2 Tap p 4 4
6,0
Tap 45.0
46.0
tnlshed Grad% ,,• - - - - -- '`
45 4 45
ye =
_ „"� ( 070 LF 36°
_
ex tr'butaey
4 36 03 --
8aLF' RCP @� .. e.GSp� �_
fLStrvam 40 40
aT property 1k,c
elev. 36.90
1 (�5tream
•• ••r^ " 0,004 Acre
••---- -- �—°^"' O nWoter Q,Lw. 40.0
Stream.
Ynv. Yn 3e98 Str¢Nn Impact
Inv. C1at 37.58 `8vRa614 ��
35 0+00 0+50 I«0p 1.50 _ 2+00 .... .2+50 3+00 _. 3.50 ... 4+00 4,50 5.00
LW. In 37.04
1.. Oat 36.04 3792 °
Headwall 16 LF 42" Profile View •;° 2 j fs )'v
Ice. Out 36.0 RCP @ 0.3% 5.1. Harz V -40' ° �' " °•4` @ � `�
(12" Mo. St—) Vert, 1" =4' =•, P,7 •!�Caaw g
Stream Impact - Sheet 2 of 2
p %i¢cr. owners: I ozil�rL- Revised plpasand J9' s. Parker & Associates, Inc.
MARINE CHEVROLET AI7I31T1C1IV cJ t a T i 5CR1ei1'Z Consulting Engineers — Lend Surveyors — Lend Planners � �O�+aa�
Southern Crescents l.,L,� Field book: Jox Gnmmareit4A, pg 6-13 P.O. Hari 976 – 28541 -0976
GATEWAY DRIVE SOUTH File Name: MARINE 0 4EVY- Loecct MapsAng 308 New HrldBe Street – 28540
bilk Nome: Arnd 2526 Jackaaaoll5e, N.. Carolina
White Oak TW ., Oreiaw 00., North Caralirm 1408 Western Boulevard brawn: ELB Phone [phone] – Hat (910) 455 -8441
P Jaaksam80e, North Cl—lino 28546 Flan License Number: F -0108