HomeMy WebLinkAbout20091261 Ver 1_Approval Letter_20100104-... 4
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Secretary
December 29, 2009
Soundtracts Properties, Inc.
Attn: Donald Fose
107 S. Sea Lily Ct.
Hampstead, NC 28443
DWQ Project # 09 1261
Onslow County
Subject Property: Chandra's Ridge Subdivision
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Fose:
You have our approval, in accordance with the attached conditions and those listed below, to permanently impact
0.49 acres of jurisdictional wetlands for the purpose of constructing a subdivision road, as described within your
application dated November 24, 2009 and received by the Wilmington Regional office (WiRO) on December 8,
2009. After reviewing your application, it has been determined that the impacts are covered by General Water
Quality Certification Number(s) 3705 (GC3705). This Certification can also be found on line at:
http://h2o.eiir.state.nc.us/ncwetlands/certs.html. The Certification(s) allows you to use Nationwide Permit
29 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project including
(but not limited to) Erosion and Sediment Control, Non-discharge, and stormwater regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application
shall expire upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. Additional wetland impacts that may
cause the impacts to exceed the 0.5 acre threshold will be required to be submitted as an Individual Permit
application. If the property is sold, the new owner must be given a copy of this Certification and approval letter
and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future)
exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification
and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including
incidental impacts:
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: 910-796-7215 / FAX: 910-350-2004
Internet: www.ncwatercluality.org
An Equal Opportunity/Affirmative Action Employer
50% Recycled/10% Post Consumer Paper
North Carohna
Aaturallrf
Customer Service 1-877-623-6748
Page Two
Soundtracts Properties, Inc.
Attn: Donald Fose
DWQ # 09-1261
December 29, 2009
Amount Approved (Units) Plan Location or Reference
Wetlands 0.49 acres Wetlands Crossing for
Chandra's Ridge, Plan &
Profile Chandra's Place
Cross sections for wetland
crossing along Chandra's
Place (attached)
2. Sedimentation and Erosion Control
Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices
in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, they shall be removed and the natural grade restored within six
months of the date that the Division of Land Resources has released the project.
5. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the wetland or water prior to any land disturbing;
Page Three
Soundtracts Properties, Inc.
Attn: Donald Fose
DWQ # 09-1261
December 29, 2009
6. Culvert Installation
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities manual
(http://www.ncdot.or,-/doli/operations/BMP manual/downloadBMP Manual pdf)
such as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent
excavation in flowing water.
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each culvert.
Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall
be removed and re-installed correctly.
7. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES
General stormwater permit (NCGO10000) administered by DWQ is automatically issued to the project.
This General Permit allows stormwater to be discharged during land disturbing construction activities as
stipulated by conditions in the permit. If your project is covered by this permit [applicable to
construction projects that disturb one (1) or more acres], full compliance with permit conditions including
the sedimentation control plan, self-monitoring, record keeping and reporting requirements are required.
A copy of this permit and monitoring report forms may be found at
htt.).*Ah2o.enr.state.nc.us/su/Forms Documents htm (enclosed).
8. Deed Notifications and/or Restrictions
A recorded copy of the deed notifications/restrictive covenants or easements and the associated
preservation map approved by the US Army Corps of Engineers Wilmington Regulatory Office must be
submitted to this Office and to the 401 Oversight and Express Unit in Raleigh prior to the impacts to
wetlands and the stream approved by this Certification can take place.
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
Page Four
Soundtracts Properties, Inc.
Attn: Donald Fose
DWQ # 09-1261
December 29, 2009
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the
404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Ian McMillan in the Central Office in Raleigh at 919.733.1786 or
Joanne Steenhuis in the DWQ Wilmington Regional Office at 910.796.7215.
Sincerely,
Coleen H. Sullins, Director
- Division of Water Quality
Enclosures: GC 3705
Certificate of Completion
NCG 010000
cc: Gene Young - Applied Resource Management
Ian McMillan - DWQ 401 Oversight Unit, Raleigh
David Bailey - USACE Wilmington Regulatory Field Office
Stephen Rynas, DCM Morehead City
WiRO
2
2£06-60H ,M OMWO 60-62-60UVO 3T#'*S
)q09 01? AS 03113NYLS
3N 31V1S 6196-OLZ-016 s
L199-OLZ-Ot6 :311i/(l Zp0W0 M3K3a
1rb6Z ON `OV31SdMIVH
A1NW3 NLt AMH 66691 '
/'1O-ISNO 3NI '9NIddVA ONV 9NI43Adns
•6ulpjooa-j Jo} s}uawaimbai Aio}n}D}s
dIHSNM01 Q N LMHinos Ilo s}aaw pail}}o s1 uo1}o?U1}.lao
"41400 sIy} 4314m o} }DId jo dDLU ay}
3TIU NOS)i3vr }oy} 41-jao `A}uno0 30
.v -la0g}p MaiAaa ' 61
Jo uNnoo
:803 `JNISS083 SaNV113M VNnuvo H1aoN d0 31V1S
(1N3N3SV3 9NIanMX3) JS 66012 &1 3V 8r'0 = 9NISSCM SaW'113A NI V38V -MMi
QN3N3SV3 9NIan-aa 'KLVd 9NI1SIX3 9NIa11l3ND M 6fY92 W 3V 0910 = 9MSSO83 SQNVl13A NI V3lV lVIM
3S 096 Ho 3V 2o'O - 2a
3S o6E'f w 3V oro - Ta
3S OS88 M 3V 21'0 = AVA 30 IM18 a3SOd0Md 01 1N3N3SV3 83A3S ST - ,a, V3W
JS 6287E W 3V 80'0 - H1Vd 9NUSIX3 01 AVA 30 1H9IH a3SOd0ad - ,3, V3W
3S EE4'9I HO '3V 8E'0 - AVA aVOM WISIX3 - H, V3W
A LEL W 3V TO'0 = HlVd 9NUSIX3 01 AVA 30 1H9IM a3SOdOdd - V. V3W
?SNOLLVln3lV3 V3W
QNd-ldn
/ '6ia aoA3nans ONV1
ADP slyt FM UDP
jogwnu uDhD4go- ",Dubp Dtg4m Aw motq M
:1 N 'dop puD lDl A9 I- sD oansop ;0
JOAO .yt lain s6Dd *Me 4
PWO; UDADUUD14 U104 P"Wo III U"" OD ways
.? F!tf- IDU atapunop .yt pta
?EDd _ *)" 4 PsyoDU uondpoeop peep
; uoppjodns Aw JYpun opDw Amino prgw uD way
uopp-Ins Aui iopun -o* a- told qyt }oyt 4n-
1
31V0S 01HdVSO
awim 31VNIUa000 As V3aV
c>`
8L'b 3.2TA t,.b9S OSl
E6'Lb 3,Eb,22.2EN 6171
2E'LI
7 3Xt,,22.2EN gb1
ST
0E M,9b,T2.LTN Lbl
bb'L2 M,20,bb.I2N 9bl
2178E M.8b,80.92N Sbl
LE'L2 M,92,ES.OEN bbl
bb'S M12018E.LOS Ebl
£1'917 3.2E,LO.L2S 2171
T9 IC 3,9b,ET.91S IbI
EB'TE 3.£E,22.t IS pb1
8171E 3,99,LS.b2S 6EI
00'L 3,LE,L2.69N 861
00'14 M,8E,19.LON LEI
S6'12
7 M,S0,9b.6dN 9EI
99
92 M,LE,69.02N SE1
8L'L9 M,2b,EE.LIN bEl
69 '91 78b,22.8LN EEI
8221 3.8b,22.8LN 261
22'11 M,6E,EE.98S 1El
VL'LE 3.bS,S0.22N OE-1
9018 3.90,20.L2N 621
11'91 M,8I,bS.bTS 821
9L'8L 3,LO,91.22S L21
SB'Ei M,Ei,SO.TON 921
E9'9 M,S0,EE.89N S21
02'9 3,EE,E2.90N 921
L2'8
7 M,E2,6b.L% E21
6S
L 3,69,99.LON 22,1
TL'S M,02,Tb.ION 2
66'01 M.81,LT.62N 021
22'91 M.99,Tb.92N 81l
b0'L2 M,S0,8E.LON Lil
60'86
_ M,LS,6S.STN 911
C9 91 M,92,19.02N SI1
E2'81 M-09,1491N bil
18'22
-7 M.61,92.E1N Eil
2 M,89,-9.92N 2p
EE112 M.81,LE.EEN TI-1
92'02 M,29,S3.EEN Ti-
179,81 M,LT,Sb.2TN 61
6L'bi M,1b,8S.6EN 81
29'6 M,90,LE.22N /_ -I
1791S 3.90,12.LSS 91
T911 3192,Sb.TON Sl
I6'9 3.62,29.92N bl
86'12 3,Ob,2T.82S El
6E'E 3.E0,T2.9IS 2,1
EO'02 M,2T,bb.b9S 1 l
H13N33 ?NI21t/38 3NI?
3-IShc 3NI-1
?N
NOI1V001- NIMVd(1
a
F
0
'o
lp
lD
0
N
Q
'o
to
10
O
W
N
N
°o
N
3
r
3
69.4 69.5 U o u o G o
69.54 C NOA PLA E ST 0+0 EL= 39.544
66.6
66.1 C H 53 p / STA = 0 25
P ELD ' = 6 .04
67.7 66.8
0 68.92 tr1tr 0
u
66.7 56.8 V o
O ?
63.4 66.8 PVC: 1+00 F
0 68.6E ELEV 68 67 x o^ y i
2
65.5 66.7 nA II ?n ?'
68.58 ? N n0 b0 O II II ? r
65.8 -f 65.5 ; PVT.' +50 o w m + u
0 68.57 L£V 8.57 _
A ?" +
65.9 66.5 o
66.1 + 66.4
0 65.63
55.1 66.3
62.7 + 66.2
a 68.70
63.7 56.1
66.5 + 66.0 ?m?
0 68.76
0
66.3 65.7
65.7 + 66.3
0 68.82
Z
65.5 65.9
65.6 + 66.7
0 68.88 4
2 9
F
57.6 66.4
A
$ ap
d
67.6 + 67.7
0 68.95
67.5 67.2
PVC: +89.
670 + 67.2 Ell .
0 69.02
677 67.3
69.19
C
68.3 + 676 " ' som
a
69.51 a
II
? A 11 ? II
69.2 69.1 1v c. II N
69.98 q y_ U m +
m !o ?
70.5 } 70.7 e e
0 70.59
71.8 77.9
71.36 PVT 6+39. 9
73.2 + 7.14 71.
No 72.25
74.1 74.4
74.9
}
75.4 M
PVC
7+04.12
bo 74.10
E
74.25 -
75.8 77.2
74.97
76.9 + 775 a
No 75.70
77.6 78.1
76.29 Q € o
78.1 + 78.7 n
00 76.73
78.5 79.0
77.03 N/ KEL R, ST 8+2 1.28, L=77. 0
W P ON LACE. STA 63.9
78.6 .m 79.0 E P E TON LACE, STA 63.9 PVT: 8+54.12
0 77.19 -
ELEV. 7720
78.4 75.7
78.1 78.5
o° 7731
77.8 78.2
77.6 + 77.9
0 7744
77.3 776 a D
a
76.9 + 77.4
0 77.56 m 2
A 0
76.8 77.1 ?" N
76.6 0 76.9
+
oN 77.69
76.8 77.1
77.0 + 771
0 7781
o
77.3 77.1
77.4 771
77.94
N1C EL O STA ! 1+6 S 11, -71 9
77.2 770
PVC: 11 +86.97
76.8 76.7 ELEV. 78.03
+
0
0
75.06
?
76.7 76.6
78.05 PVT: 12+3697
76.6 76.5 ELEV.. 78.03
+"
0 78.00
76.7 75.6
76.6
+
76.7
o
p
o 77.87
?'? i?
cn
76.7 76.9
771 ?+ - 77.1
+
0 7775
Ils.o __ ? -
/LCCFOJ I 3y?5 EXISTING WATERCIN.
I
I I 284.Ig
ff
1 ? I N? O
O i la ?l n b ??
' _ ` ? • /? _ . 2;542 `3jp.32 _ _ `
13.89
• ` L / 9
17.02
97.27 96.03
` 76.81
` 6340
.I
I O w
11
. O $r
N O m
N O w
N 'f
sus
w P Sc ?? QJ+_ g26'I
?j
59.89 ?
w Y 27 83 v
o /"M 8328 nil)
83.43
/ \q0?6 a
N g ??
b
0
n?0 W
.0 w
25\?3 w
a
0 6gSf
m
O 103.73 17329
238g9 ?1
s
o .. I
ti ?F rJJ +s r
?,o s' FF I
C?8 /GCCFOCJ I MWWZYPLACE
SI'PVBMCR/W
26.92 V[
S? s 20'PA ]26.92
P ?
Z04.04
ML 711 •?
6.07 q0 }
m?
61.03
?9 s ,0302
289.35 ? ?,\h
1
114,
?RgVf<
N
RENW-:
?
? _ CHANDA'S RIDGE PLAN & PROFILE SOUTHWIND
?'
II
II
o m
g
a
CHANDA'S PLACE E
?-
rn.n...o ?OwE' V
m D ? y
N ONSIAW COUNTY, NC
10
a
e
vJl
11^^r
vl
b sip
n b b b
0
Lf)
b b
0?
n b b b
6'11 r rl
M
m
N ?
U
? O
H W
2
N
U
1 rr
M
v ? ? b b b
U ? b b b
Q Q
J
O
0 ,
cl- J
0
JQ
r
d'
O
N
O
O
N
O
O
N
O
O
A
W
N
O
N
I
n $ O O O
b b
n b b b
O
r
3
N
L'99 O
£'99
N O
O
I O
r
I
n ? ? O
b b
b O O
b b ` T
a g ? 1
? ry v
9'99 0
099
o
e N
Qo?
o
a
I
a m
mb b b
f? m b b b O
h
O
Lr)
Q
C)
O
I
N
O O
N
O
N
g
? b b b b
m
m p
b b b
1? b b O
b
O
N
O
N
O
0
N
AaY?W'1 "wd 9EYYE 600L/E/[I'?OSxDLLJ35i50M'] e%s?0\L(Wd0\s6x%epM?un\