20080326 Ver 1_DCM Permit_20090716

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Permit Class
NEW
Permit Number
98-09
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources f' ±
and -'?f
Coasta
IVA l Resources Commission ?i
XL Mt? I?r?,osNR wFr ,?
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for
X Major Development in an Area of Environmental Concern R?`Ud.4?cN
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Stillwater Investment Group, LLC, 2851 Trent Rd., New Bern, NC 28562
Authorizing development in Craven County at 4. to Brice's Creek, 181 Marion Dri
New Bern , as requested in the permittee's application dated 8/25/08 (MP-1) & 8/22/087
(MP-2, 3, &4), inc. attached workplan drawings (2), 1 dated 8/18/08 and C9 dated revised 1 1/14/07.
This permit, issued on .1uly 10, 2009 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including but not limited to all roads,
stormwater retention ponds, parking lot, access boardwalks, utilities, and infrastructure associated with
the development of the 64-lot subdivision, all as expressly and specifically set forth in the attached
permit application and workplan drawings. Any additional land disturbing activities and/or construction
may require a modification of this permit. Contact a Division of Coastal Management representative at
[phone] for this determination.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of' the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
James H. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2012
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
Stillwater Investment Group, LLC
Permit # 98-09 .
Page 2 of 4
ADDITIONAL CONDITIONS
Marina
2) Unless specifically altered herein, this permit authorizes only the docks, piers, and other structures and
uses located in or over the water that are expressly and specifically set forth in the attached permit
application and workplan drawings. No other structure, whether floating or stationary, shall become a
permanent part of this marina facility without permit modification. No non-water dependent uses of
structures shall be conducted on, in or over public trust waters without permit modification.
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the
permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence
of the permitted structure.
4) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed, easily accessible, operable, and maintained for the life of the marina.
5) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on-site with a
representative of the Division to ensure that the required pumpout facility is in place and operable.
6) The marina shall display a sign showing the location of the on-site pumpout facility. including other
appropriate waste disposal information, at the entrance and exit from the main pier.
7) Should lots 15 or 16, as indicated on the attached workplan drawings, be sold prior to the initiation of
construction of "Docking Facility A", the permittee shall be required to obtain a signed riparian waiver
from the new property owner(s) prior to the placement of any structures within their riparian corridor.
8) No attempt shall be made by the permittee to pre\,ent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
9) The perrittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
10) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
11) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structures in order to make it more visible during hours of darkness or
inclement weather.
12) This permit authorizes a maximum of 100 formalized boat slips.
Stillwater Investment Group, LLC
ADDITIONAL CONDITIONS
Shoreline Stabilization
Permit # 98-09
Page 3 of 4
13) The alignment of the authorized bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of any construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions shall require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction.
14) The bulkhead alignment shall be located at or landward of the normal water level and all regularly
flooded Coastal Wetlands at the time of construction.
15) The bulkhead shall be constructed prior to any backfilling activities.
16) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
17) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles or
other suitable materials approved by Division personnel. No excavation or other land disturbing
activities is permitted except for that which may be required for the construction of the bulkhead wall,
riprap, deadmen cables, etc.
18) The fill material shall be clean and free of any pollutants except in trace quantities.
19) All fill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
20) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Stormwater Management
21) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7070527on 11/21/07. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
Stillwater Investment Group, LLC
ADDITIONAL CONDITIONS
General
Permit # 98-09
Page 4 of 4
22) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
23) No open water areas shall be excavated or filled, even temporarily.
24) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
25) The no wake sign shall conform to any and all appropriate regulations governing such structures,
including but not limited to marking and lighting requirements of the N.C. Wildlife Resources
Commission and/or the U.S. Coast Guard.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits.
approvals or authorizations that may be required.
NOTE: Future development of the pcrmittec's property may require a modification of this permit.
Contact a representative of the Division of Coastal Management at [phone] prior to the
commencement of any such activity for this determination. The permittee is further advised that,
in accordance with the rules of the Environmental Management Commission, many non-water
dependent activities are not authorized within 50 feet of the normal water level or landward edge
of any coastal wetlands, which ever is more restrictive. Contact the Division of Water Quality at
[phone] for project specific clarification.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3642 (DWQ Project No. 08-0326), which was issued on 5/7/09.
NOTE: The U.S Army Corps of Engineers authorized the proposed project under SAW-2008-00968.
TYPICAL FIXED PIER DETAIL tiF
N.T.S
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~ J SYP DECKING 2x10 BANDING SYP DECKING N T,S
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1/z° mRU BDLnr1c i 'r, FREFABRICATED URRICANE CLIPS BRICES CREEK /
WALKWAY FRAME 2x8 GIRDER i/2' ittlA1 B~LTr1G CLASSIFlCATION C, SW, NSW i/2° THRU BOLTING 2x6 CROSSBRACING / fit'.,
PREFABRICATED HURRICANE CLIPS PILINGS {TYP} ~e~... WALKWAY FRAME 2x8 GIRDER , ~ .
. 2x6 CROSSBRAGNC ~ / it ' ~.1 C O ~ i'~ ~ . ~ :y: ~ ~ VICINITY MAP
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ZONE t- 30' NEUSE RIPARIAN BUFFER ~ , ~
B-DOCK ZONE 2 - 20 NEUSE RIPARIAN BUFFER ~ ~ " '
812'X30' SLiPS MEAN HIGW WATER LINE ~ " ~ ~ ~ ~ _ _
2 8'X30' SLIPS 75' AEC SETBACK ' '
~ " ~ Q4, ~ UNSHADED X ' ----._..ra "`""r"te.,
' TNT NAN 2' MAINTENANCE 91 i9 2 MA E CE ASEMENT 8' GRAVEL WALKWAY ASEMENT ~ 36}d 1616 17. 7i8 1J8? ,
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ATE: R 1 R OR
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FEMA FLOOD HAZARD
ZONE SHADED °X" (SEE DFIRM) PROJECT No.: 07i 43_003
DRAWING NAME:
FLOOD HAZARD NOTE: -THE ENTIRE PROPERTY IS LOCATED IN THE FEMA FLOOD Scale: 1 "=100' 07143 003 CAMA.dw SHEET.
HAZARD ZONE AE, UNLESS IT IS DESIGNATED TO BE IN A
ZONE SHADED X OR UNSHAED X of 3
100' 0' 100' 200' 300'
P:\07143\dwg\07143_003_CAMAdwg 811812008 1:58:49 PM EDT

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SCOUR HOLE I 1 ,RELEASE FOR PERMITS JKA 1/15/07
V~ ~ I~ ~ C401 2 NCDENR COMMENTS JKA S/~2~07 ~~~~~~~1CA~~~~~i~
~ ~ 1 p A / J ~ / / / / / ~ \ \ /ice l ~ i \ / / I ! 3 NCDENR COMMENTS JKA 11/14/07 u5~oy~`~ % •
6.82 ~ \ J / I r ~•9:.
> \ I / \ 10 saF 4 c ° a°oo°o°° r r ly ~ t45~ ~ ® I / / NO. DESCRIPTION BY DATE s m
~ O t FES / / ~ ~ Revisions ~
~ ~ ~ t1 ~ 1 OUTLET STRUC RE r / / \ I
D g II \ \ 11 \ I Ir ~ S o ~ , V liifriitl~~0~~ ...1
I ~ y \ \ i r I l
_ ~ I' / ~ ~ ~A ` ~ \ / \ I I 1 / LEGEND < ~ ~ / LEGEND S ~ SEWER LINE 0
L ~ ~ r1 ~ \ r~ rr I _r I ~ RCP REINFORCED CONCRETE PIPE NOTES: -W- WATER LINE 1. SEE DETAILS A, B & E, SHEET G16 FOR TYPIGAL ROAD DETAILS.
I s 1 \ - D- RCP +27 o PROPOSED sPOT ELEVaTioN (~RaoE 2. SEE DETAIL G, SHEET C16 FOR NEW PAVEMENT SECTION.
I C I ~ / l r 4 1/ EVENLY BETWEEN SPOT ELEVATION ~
/ r SILT FENCE siLT FENCE c ~ sEOIMENT TRAP L a 3. SEE DETAIL D, SHEET Ci6 FOR SIDEWALK CONSTRUCTION.
1 / ~ l1 ~ 1 I ~i/l Cs C1 CROP INLET Cs Cts C9 C1s 4. REVEGETATE AlL DISTURBED AREAS IN ACCORDANCE ~
\ 1 ~ ~ i - ~ f l ~ - _ I r/ vl WITH THE PROJECT VEGETATION PLAN, SEE O ~ ~ ~
I ~ s _ rll / / / / / / ! / / ~ ( i I -I l/ I / CUTLET PRA CUTLET PROTECTION N ~ VALVE & VALVE 84K A I DETAIL M, SHEEI C16. ~ ~
/ / I ~ / C9 Ci6 c9 c1 ~ 5. SEE DETAIL H, SHEET C17 FOR TYPIGAL TRENCH SECTIOPJ. E''
i ' FOREBAY I ~ / / ~ J / I ~ .v
r i _ / / ~ / / / I SCOUR I SCOUR HOLE I ~ PERMANENT 2" BLOWOFF C96 j ~ FIRE HYDRANT 0 1" SEWER SERVICE E ~
\r ~ / / ~ ~ OS~19 (i) FES / / / / / / C9 C16 Y~ C9 C17 C9 C17 E-+ ~ Q
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~ ODD / - 1 / ~1 ~ :HECK DAN :HECK DAM 4 ~ 1" WATER SERVICE C C THRUST BLOCK E PRECAST MANHOLE C ~a W U
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I ~ ` `~=ice r \ Illlyl /
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\
\ - - \ .s4 1 ~ \ / i / ~ I 1~s.aa' \ / /
~ ~ i ~ / / / - - - - - I ~
\ /
6.50 \ / ~ ~ ~ ~ S ~ / i ~
_ ~ X11 DRAINAGE STRU~ ,TORE SUMMARY ~ a
\ ~ ~ / PORTABLE PUMP TO BE USED ~ 1 ~ /i~ DS STATION RIM INVERT REMARKS ~ N ~ 1 2+00 13.5 11.4 CURB INLET Q ~
~ ~ _ ~ TO EMPTY POND FOR MAIN ANCE ~ ~ ~ ~ ~ - i - ~ ` ~ /r / ACTIVITI S ~ ~ I 2 2+00 13.5 11.2 CURB INLET ~ J ~
~ ~ ~ ~ / , 3 0+53.61 12.9 10.7 CURB INLET
~ O co 4 0+53.61 12.9 10.5 CURB INLET ~ ~
~ ~ ~ ~ \ 5 7+80.75 13.0 10.0 CURB INLET ~ U N 6 T+80.75 13.0 9.8 CURB INLET ~ ~ ~
1 5+50 14.0 11.2 CURB INLET ~ W Z
_ ~ 134LF18'RCP / l i 1 \ ~ / `lam ~ i- 8 5+50 14.0 11.0 CURB INLET ~
9 - 14.5 9.1 DROP INLET ~ _ ~ ~ O Q
1 t \ ~I \ / ~ / 10 - 14.5 8.2 DROP INLEt ~ z L~ r~ 3 ~ ~
\ ~ ~ 11 - 14.0 9.6 DROP INLET ~ ~ ~ ~ 12 - 14.0 8.4 DROP INLET rt ~ ~ ~ ~ co
/ / / ~ 13 4+81.91 8.6 5.3 CURB INLET ~ ff~ ~ m O
® \ o r ~ ~ ( 14 4+81.91 8.6 5.1 CURB INLET
15 8+30 5.8 5.0 CURB INLEt ~ ~ ~ ~ ~ ~
/ / I / \ / , / ~ / / / I 16 8+30 5.8 4.8 CURB INLET ~ ~ ~ ~-1 z ~
~ / 17 1+53.70 6.0 4.3 CURB INLET ~ 1 ~ ~ 18 1+53.70 6.0 4.1 CURB (HEFT ~ ~
A _ ENLARGED VIEW STORMWATER RETENTION POND 2 N k~ ~ v
C9 C9 SCALE 1 =30 I ~ > ~~xoW
mo
~ _ oa
PROVIDE PLANTINGS SPECIFIED AROUND
- - FULL POND PERIMETER (10 FOOT STRIP)
AREA @ PERMANENT POOL = 21,031 SF
STRAPS 24" O.C. ANCHORED
• TRASH SCREEN IN CONCRETE 12" MIN. (TYPICAL OF 4) AREA @ TEMPORARY POOL = 25,203 SF f ~
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATION=4.5 SAFETY LEDGE ~ ~ SAFETY LEDGE ELE~ JN=4 5j,~ TEMPORARY POOL ELEVATION = 5.1'
• ( L__________________________~ 45 LF 24" CMP OUTLET PIPE ELEVATION=3.5 5 5®_®_~~__~~~~~_~___ ELEVATION=3~5'~_
I I I 1~_-_ ~ I I ELEVATION=3.0
3 I ~ ~ PERMANENT POOL ELEVATION = 4.0 - 3
I ~ 10
I 1 1 I FOREBAY ELEVATION= -4.0 -J 1 10 J 1 ~ POND BOTTOM ELEVATION= -4.0' ~ 1
I > > o' 2 2 I~ M 2 2 ~o'
I
I (
I PERIMETER SHELF PLANTING LIST I ~
I ~ ~ ~
I ~ I SCIENTIFIC NAME COMMON NAME SIZE
L_____________~__~ IRIS UIRGINICA BLUE FLAG IRIS LARGE PLUG ~ ~ ~
PELTANDRA UIRGINICA ARROW ARUM LARGE PLUG
PLAN ~ ~ ~ ~
SAGITTARIA LANCIFOLIA BULLTONGUE LARGE PLUG ~ ~ ~ ~
TRASH scREEN SAGITTARIA LATIFOLIA DUCK POTATO LARG P E LUG
#5 REBAR @ 4" O.C. E.W. ~ ~ ~ ~
_ SPARGANIUM AMERICANUM BUR-REOD LARGE PLUG
3 WIDE x 1/4 THICK METAL PROVIDE 4.5 DIA. ANTI SEEP STRAPS 24" O.C. ANCHCREO COLLARS CONTINUOUSLY
' IN CONCRETE 12" MIN. 20 LF 24" CMP OUTLET PIPE WELDED TO BARREL ZIZANIOPSIS MILIACEA WATER MILLET LARGE PLUG BASIN BENCHMARK 6.50 TOP OF STRUCTURE @ 20' O.C. ~ ~ ~ ~ ~
TOP OF RISER/CREST = A i' (TYPICAL OF 4)
- PROVIDE A MINIMUM OF 3 OF THE ABOVE LISTED S C .TOP of WEIR - B n PE IES IN EQUAL NUMBERS. ~~Q ~
INSTALL PLANTS AT 18 OC IN ALL DIRECTIONS. DISTRIBUTE SPECIES EVENLY ~
~
30" CMP RISER ~ ~
s' DIA. INLET PIPE 3 REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
' CONTINUOUSLY WELDED, 1~ 3067 COMMERCE DRIVE TO RISER ~
EDENTON, NC 27932 INVERT ORIFICE = C (PERMENANT POOL ELEUJ . [phone] ~
TOP OF CONCRETE = 0 _ o ~ pa ~ 1'd.
• o c a ~
INLET PIPE = E ~ ` ~ ' . ° a y °v. . e ,4•. ~ D. Q. ~ p. , yD dp'
p a p 2 ° . p STORMWATER DETENTION POND CROSS-SECTION ` HARDWARE: CLOTH AND ° ~ ~
STAINLESS STEEL STRAP ° ° . • ° Q ° ° w
' C8 C8 NOT TO SCALE ~ ~
c ~ e:..
_ 4° ° ~ 3' WIDE x 18" THIC TOP OF FOOTI F K CONCRETE ° . ° ~ ANCHORAGE FOR PIPE
a aQ ° N
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ANCHOR 30" CMP RISER IN ° a CONCRETE SLAB. PLACE CONCRETE ° ° .
INSIDE OF RISER TO ELEVATION D ° S E C TI ~ I V
PROVIDE FIRM AND STABLE SUPPORTING AREA FOR RISER
ANO coNCRETE ANCHORAGE OUTLET STRUCTURE ELEVATION CHART
o ~ n c ~ n~icin~
5' SQUARE u v v r vnIFIk 9
POND 2 6.5 5.1 4.0 3.0 3.0 1.0 2.5
OUTLET STRUCTURE
c -1
NOT TO SCALE C9 C9
06033.DWG