20141177 Ver 1_Public Notice_20141203

Burdette, Jennifer a
From: Boone, Robert A SAW < [e-mail] >
Sent: Wednesday, December 03, 2014 10:39 AM
Subject: US Army Corps of Engineers Public Notice (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
As you requested, you are hereby notified that Wilmington District, United States Army
Corps of Engineers has issued a Public Notice. The text of this document can be found on the
Public Notices portion of the Regulatory Division Home Page. Each Public Notice is available
in ADOBE ACROBAT (.pdf) format for viewing, printing or download at
http: / /www.saw.usace.army.mil/ Missions /RegulatoryPermitProgram.aspx.
The current notice involves:
Corps Action ID #: SAW- 2014 -01816
Issue Date: December 2, 2014
Applicant: Mr. Israel Golasa
Expiration Date:
Point of Contact:
January 2, 2015
Kyle Barnes
Project Description: The Washington Regulatory Field Office, Corps of Engineers
(Corps) has received an application from Mr. Israel Golasa seeking Department of the Army
authorization to fill 0.272 acres of jurisdictional wetlands, associated with the development
of a retail store in Dare County, North Carolina.
Subscribe /Unsubscribe: This email was sent out as a result of subscribing to the
Wilmington District regulatory program public notices. Please email
Cindy .M.Corbett(@usace.army..mil <mailto: Cindy .M.Corbett(@usace.army.mil> with the subject or
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Classification: UNCLASSIFIED
Caveats: NONE
1

1 I
US Army Corps PUBLIC NOTICE
Of Engineers
Wilmington District
Issue Date: December 2, 2014
Comment Deadline: January 2, 2015
Corps Action ID Number: SAW- 2014 -01816
The Wilmington District, Corps of Engineers (Corps) received an application from Mr.
Israel Golasa seeking Department of the Army authorization to fill 0.272 acres of
jurisdictional wetlands, associated with the development of a retail store in Dare County,
North Carolina.
Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at:
http: / /www.saw.usace.army.mil/ Missions /Re uryPennitPro rg am.aspx
Applicant: Mr. Israel Golasa
IG Holdings, LLC.
Post Office Box 120
Kitty Hawk, North Carolina 27949
AGENT (if applicable):
Authority
Mr. George Wood
Environmental Professionals, Inc.
Post Office Box 3368
Kill Devil Hills, North Carolina 27948
The Corps evaluates this application and decides whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of the following Statutory
Authorities:
® Section 404 of the Clean Water Act (33 U.S.C. 1344)
❑ Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)
❑ Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972
(33 U.S.C. 1413)
Version 7.8.2014

Location
Directions to Site: From the intersection at US 158 and NC 12 in Nags Head turn south
and follow NC 12 for 39.8 miles to the project site in Avon, North Carolina. The project
site is an undeveloped parcel on the west side of NC 12 north of Cutty Sark Drive.
Project Area (acres): 0.63 Nearest Town: Avon
Nearest Waterway: Pamlico Sound River Basin: Pasquotank
Latitude and Longitude: 35.3599N/ - 75.5017W
Existing Site Conditions
The property is an undeveloped 0.63 acre parcel with 0.272 acres of jurisdictional
wetlands. The parcel has been delineated by the US Army Corps of Engineers (Corps)
and jurisdictional wetlands identified as Palustrine Shrub Scrub were identified on the
property. Adjacent properties consist of commercial retail and restaurant businesses and
undeveloped residential parcels.
Version 7.8.2014

Applicant's Stated Purpose
The applicants intended purpose is the development of a retail store with associated
parking, stormwater facility, and onsite wastewater.
Project Description
The project will involve the filling of 0.272 acres of jurisdictional wetlands to construct a
4142 square foot commercial building, associated parking and required stormwater
facility.
Avoidance and Minimization
The applicant provided the following information in support of efforts to avoid and /or
minimize impacts to the aquatic environment: Due to the design of the proposed project
and the size of the parcel the commercial site will require the filling of all of the
jurisdictional wetlands on site.
Compensatory Mitigation
The applicant offered the following compensatory mitigation plan to offset unavoidable
functional loss to the aquatic environment: The applicant has offered the purchase of
mitigation credits from Great Dismal Swamp Restoration Bank - Timberlake Farm at a 2:1
ratio.
Essential Fish Habitat
Pursuant to the Magnuson- Stevens Fishery Conservation and Management Act, this
Public Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The
Corps' initial determination is that the proposed project
may affect, but not likely to adversely affect EFH or associated fisheries managed by the
South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service.
Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of
33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version
of the National Register of Historic Places and initially determines that:
❑ Should historic properties, or properties eligible for inclusion in the National
Register, be present within the Corps' permit area; the proposed activity requiring
the DA permit (the undertaking) is a type of activity that will have no potential to
cause an effect to an historic properties.
Version 7.8.2014

Z No historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area; therefore, there will be no
historic properties affected. The Corps subsequently requests concurrence from
the SHPO (or THPO).
❑ Properties ineligible for inclusion in the National Register are present within the
Corps' permit area; there will be no historic properties affected by the proposed
work. The Corps subsequently requests concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register,
are present within the Corps' permit area; however, the undertaking will have no
adverse effect on these historic properties. The Corps subsequently requests
concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register,
are present within the Corps' permit area; moreover, the undertaking may have an
adverse effect on these historic properties. The Corps subsequently initiates
consultation with the SHPO (or THPO).
❑ The proposed work takes place in an area known to have the potential for the
presence of prehistoric and historic cultural resources; however, the area has not
been formally surveyed for the presence of cultural resources. No sites eligible
for inclusion in the National Register of Historic Places are known to be present
in the vicinity of the proposed work. Additional work may be necessary to
identify and assess any historic or prehistoric resources that may be present.
The District Engineer's final eligibility and effect determination will be based upon
coordination with the SHPO and /or THPO, as appropriate and required, and with full
consideration given to the proposed undertaking's potential direct and indirect effects on
historic properties within the Corps - indentified permit area.
Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area,
examined all information provided by the applicant and consulted the latest North
Carolina Natural Heritage Database. Based on available information:
❑ The Corps determines that the proposed project would not affect federally listed
endangered or threatened species or their formally designated critical habitat.
® The Corps determines that the proposed project
may affect, not likely to adversely affect federally listed endangered or threatened
species or their formally designated critical habitat. The Corps initiates
consultation under Section 7 of the ESA and will not make a permit decision until
the consultation process is complete.
Version 7.8.2014

❑ The Corps is not aware of the presence of species listed as threatened or
endangered or their critical habitat formally designated pursuant to the
Endangered Species Act of 1973 (ESA) within the project area. The Corps will
make a final determination on the effects of the proposed project upon additional
review of the project and completion of any necessary biological assessment
and /or consultation with the U.S. Fish and Wildlife Service and /or National
Marine Fisheries Service.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate
State agencies for review.
North Carolina Division of Water Resources ( NCDWR): The Corps will generally not
make a final permit decision until the NCDWR issues, denies, or waives the state
Certification as required by Section 401 of the Clean Water Act (PL 92 -500). The receipt
of the application and this public notice, combined with the appropriate application fee, at
the NCDWR Central Office in Raleigh constitutes initial receipt of an application for a
401 Certification. A waiver will be deemed to occur if the NCDWR fails to act on this
request for certification within sixty days of receipt of a complete application. Additional
information regarding the 401 Certification may be reviewed at the NCDWR Central
Office, 401 and Buffer Permitting Unit, 512 North Salisbury Street, Raleigh, North
Carolina 27604 -2260. All persons desiring to make comments regarding the application
for a 401 Certification should do so, in writing, by January 2, 2015 to:
NCDWR Central Office
Attention: Ms. Karen Higgins, 401 and Buffer Permitting Unit
(LISPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699 -1617
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal Management (NCDCM):
❑ The application did not include a certification that the proposed work complies
with and would be conducted in a manner that is consistent with the approved
North Carolina Coastal Zone Management Program. Pursuant to 33 CFR 325.2
(b)(2) the Corps cannot issue a Department of Army (DA) permit for the
proposed work until the applicant submits such a certification to the Corps and
the NCDCM, and the NCDCM notifies the Corps that it concurs with the
applicant's consistency certification. As the application did not include the
consistency certification, the Corps will request, upon receipt„ concurrence or
objection from the NCDCM.
Version 7.8.2014

® Based upon all available information, the Corps determines that this application
for a Department of Army (DA) permit does not involve an activity which would
affect the coastal zone, which is defined by the Coastal Zone Management (CZM)
Act (16 U.S.C. § 1453).
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts including cumulative impacts of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. All factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof, among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidated State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal. To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Environmental Assessment (EA) and /or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
Version 7.8.2014

The Corps of Engineers, Wilmington District will receive written comments pertinent to
the proposed work, as outlined above, until 5pm, January 2, 2015. Comments should be
submitted to Mr. Kyle Barnes,Washington Regulatory Field Office,
2407 West Fifth Street ,Washington, North Carolina 27889, at (910) 251 -4584.
Version 7.8.2014

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WETLAND FLL AND ERCgW CONTROL PLAN
SCALE: 1' a 2G'
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a NOTES:
1. 6' POST SPACWG FOR
4qk NON -WIRE REINFORCED
EEN'CE. 8' POST SPACIIIG
PERMITTED IF FENCE
CONTAINS REINFCRCING
WRE-
2. V MINIMUM OVERLAP
REQUIRED (ATTACHED AT
POSTS) WHEN JO ING
SECTION$ OF SILT FENCE.
5. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WERE OR PLASTIC TIES.
I
STEEL POST
COMPACTED FILL
F RE REINFORCED SYNFIR FA
F18RE JITFE MESH FILTER FABRIC J
EXTENSION OF FILTER C-1 L
FABRIC INTO THE TRENCH
DIRECTION OF FLOW — ,
SLTFENCEOETAL
NTS
,SrM STARL7ATM REPIARELfENTS
SITE MEA STABILIZATION STABILZATION TINE FRAME
DESCRIPTION TIME FRAVE F](GEPTIONS
PERIMETER DIKES,
EWAI CHCHES AND 7 DAYS NONE
SLOPES
HIGH QUALITY WAFER 7 DAYS NONE
(HOW} 70NM
IF SLOPES ARE 16' OR
SLOPES SI [DETER 7 DAYS LESS IN LENGTH AND ME
THAN 3:1 N'OT STEEPER TNAN 2:1.
14 DAYS ARE ALLONED
:1 OR 7-DAYS FOR SLOPES
SLOPES 14 DAYS GREATER THAN 50 FEEL
FES 3:1
N LENGTH
ALL OTHER AREAS NONE (EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS PEflMEFFR AND HOW
. 4:1 ZONES)
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SPECIES RATE
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COMMON BERMVDAGRASS 1 LB /IODIC SF
WINTER THE GRAN 3 LB/1000 SF
NOSE: OELETE RYE CRAIN IF OVERSEEpHG ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSE_EOING E5TABLSHED FESCUE
SPECIES RATE
K -31 FESCUE 3 LO /IOW $F
COMMON BERMUDAGRA55 1 M /1000 SF
GERMAN MILLET 3 LS/1000 SF
NOTE: OELETE MULET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF CJERSEEDING ESTABLISHED FESCUE.
SPECIES 4 RATE
K -31 FESCUE 3 LB /TWO SF
WINTER M GRAN 5 FBI 000 SF
RIALAmamamm
APPLY ONE AND FERTILIZER ACCORITHS TO SOIL TESTS, OR APPLY 500 IS
PER ACRE OF 10 -10 -10 FERTILIZER,
W&O
USC JUTE, EXCELSIOR MATRNG OR OTHER EFFEITT CHANNEL LNINC
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATT"C
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO ASJ
ACCEPTABLE METHOD OF TEMPORARY STABIHZATON,
AAMINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAR MULCH FR£OUENFLY, F£RTIHZE THE FOLLOWING SPRING
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1. OWNER: I G HOLOINGS, LLC 7 f
PO Box 120 L °
I RV,". NC 27849 �{
2. THE DEVELOPER INTENDS TO CONSTRUCT A UODD SF RETAIL BUILIXNG, Jl r
3. THE PROPERTY IS LOTS J. 4 ANC $. MTTERAS COLONY SECTION S. IJ-B. 3, FACE vI 1 L p
13- RECORDED IN D.B. 1973. PG- 362 �J Z
DARE COUNFY PARCEL NO 013907000, 026425000:
DAR O i /•\
E COUNTY PIN FEB 0640 14 24 7355: 0640 14 24 723] V
PROPERTY ADDRESS: 0 NC 12 HWY, AVON. IIC
4. THE SITE IS LOCATED IN FIRM ZONES AE (EL 9) AS SHOW" ON
PNM MAP NUMBER 373W6400W.
EFFECFNE DATE SEPTEj1BER 20, 2006. (SUBJECE TO CHANGE BY FENA) z U Z
5. ALL DISTANCES ARE HORIZONTAL GROUND DISIUtCES UNLESS OTHERKISE SPECIFIED. O Q O
ELEVATIONS SHOWH ARE HEREON PER NAW88- O w
6' AREAS SHOWN ARE DY COORDINATE METHOD, o
7. EXISTING FEATURES AND SUBYEY INFORMATION P80WOEO BY 5FABOMO SVINETIHG Z
SERVICES. O co
V
8, THE DEVELOPER TRENDS TO FILL 0.27 ACRES OF WETLANDS PRESENT ON ICE SITE.
9. AREA TO BE DISTURBED. OR ACRES.
10. STORMWATER RUNOFF KILL BE DIRECTED TO A CREATED WETLAND A ,PNG THE WEST O t,
SIDE OF THE SUE. PORTIONS OF THE PAVEMENT WILL BE PERWODS CONCRETE LL C5 cr!
DESIGNED FOR INFILTRATION_ STORM'NATER MNNACUMENI HAS REEL! DESIGNED TO kEEF
THE NOFT)I CARCEL REQUIREMENTS FOR THE 20 COASiu COUNTIES (HIGH GENTRY Q 1 i ,
AND .-IN X MILE OF I WATERS). �i
It. SILT FENCE TO OE INSTALLED ON SITE AS SHDAN ON EROSION CONTROL PLAN, 7 O o
LEGEND Q1 w
�1 m PROPOSED CURB INLET -i � Z
CONCflCTE MONUMf:NT FOUND � z
IRON ROD FOL3N0 ® PROPOSCO CONTROL STRUCTURE
LARED END SECTION
Y
@6 IRON ROD SEE cl F
iii IRON PIPE FOUND RIP RAP 0 tt�
- - — RIGHT OF WAY STORMWAT£R FLOW ARROW Z J
BOUNDARY w EXISTING ORATNAGE PIPE
—
PROP05E0 PRA
BNLBIND SETBACK IHACE PIPE
L f
— EXISTING DITCH/SWALE INVERT LU Q
•o. EXISTING POAER POLE - -� - -- EXISTING TOP GF DITCH BANK
OVERHEAD ELECTRIC — PROPOSE-0 BASIN EDGE
0 EXISTING TELEPHONE PEDESTAL OR SWALE BNERT 4
.qJ PROPOSED SCIJANOVT
e) EXISTING CABLE TV PEDESTAL SS— PROPOSED SMNTARY SEWER
EXISTING LIGHT POLE EXISTING HIRE HYDRANT - -
F{ y PROPOSED LIGHT POLES M EXISTING WATER METER 1
-- -5 - - -- EX15TIHS CONTOURS IXISi1RG WATER VALVE o z
—5 PROPOSED CONTOURS
--W IXISTINC WATERLINE
Vf1 EXISRNG 5101 ELEVATIONS Ei w
PROPOSED SPOT ELEVAIIONS HANCICAP PARKING u u ..
PROPOSED FE1LCE v SIGNAGE L-2-22-1-2
EXISTING CONCRETE 4i% 1► y TRAFFIC ROW ARRO'A5 SCALE:
WTIEELSTOPS TF = 2 0 F
E)uSTING PAVEMENT —SF -�- SILT FENCE L1U
PROPOSED CONCRETE SIDEWALK DMTS OF DISTURBANCE Cfl l
,4 A•. PROMISED POROUS CONCRETE EXISTING WEIIAN45
PROPOSED SLMDPIiO CONCRETE � _1.- --C 10 BE FILLED FM, N0. 076,
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WETLAND FLL AND ERCgW CONTROL PLAN
SCALE: 1' a 2G'
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UPLANDS
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LOT 4 ( +
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LOT 5 5 F II 4
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0 +00 C +25 0 +50 6 +75 1 +00 1 +25
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Sta F 1'
SCALE- T* a 10 Y
a NOTES:
1. 6' POST SPACWG FOR
4qk NON -WIRE REINFORCED
EEN'CE. 8' POST SPACIIIG
PERMITTED IF FENCE
CONTAINS REINFCRCING
WRE-
2. V MINIMUM OVERLAP
REQUIRED (ATTACHED AT
POSTS) WHEN JO ING
SECTION$ OF SILT FENCE.
5. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WERE OR PLASTIC TIES.
I
STEEL POST
COMPACTED FILL
F RE REINFORCED SYNFIR FA
F18RE JITFE MESH FILTER FABRIC J
EXTENSION OF FILTER C-1 L
FABRIC INTO THE TRENCH
DIRECTION OF FLOW — ,
SLTFENCEOETAL
NTS
,SrM STARL7ATM REPIARELfENTS
SITE MEA STABILIZATION STABILZATION TINE FRAME
DESCRIPTION TIME FRAVE F](GEPTIONS
PERIMETER DIKES,
EWAI CHCHES AND 7 DAYS NONE
SLOPES
HIGH QUALITY WAFER 7 DAYS NONE
(HOW} 70NM
IF SLOPES ARE 16' OR
SLOPES SI [DETER 7 DAYS LESS IN LENGTH AND ME
THAN 3:1 N'OT STEEPER TNAN 2:1.
14 DAYS ARE ALLONED
:1 OR 7-DAYS FOR SLOPES
SLOPES 14 DAYS GREATER THAN 50 FEEL
FES 3:1
N LENGTH
ALL OTHER AREAS NONE (EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS PEflMEFFR AND HOW
. 4:1 ZONES)
S!,
16-
Know ,
Call before you dig.
GRAPHIC SCALE
0 10 20 i 40
(IN FEET)
1 INCH a 20 FT.
f 1 R 1
Si�g4LTUln .cnA� r �! •; ; .' "`m�Ph off;• :' I I °a
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SCALE: 1- - 20'
PRELIMINARY ONLY
NOT FOR
CONSTRUCTION
a�cul)vR.4 a,mr =uvl.F
SPECIES RATE
K -31 FESCUE 3 LB/IWO SF
COMMON BERMVDAGRASS 1 LB /IODIC SF
WINTER THE GRAN 3 LB/1000 SF
NOSE: OELETE RYE CRAIN IF OVERSEEpHG ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSE_EOING E5TABLSHED FESCUE
SPECIES RATE
K -31 FESCUE 3 LO /IOW $F
COMMON BERMUDAGRA55 1 M /1000 SF
GERMAN MILLET 3 LS/1000 SF
NOTE: OELETE MULET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF CJERSEEDING ESTABLISHED FESCUE.
SPECIES 4 RATE
K -31 FESCUE 3 LB /TWO SF
WINTER M GRAN 5 FBI 000 SF
RIALAmamamm
APPLY ONE AND FERTILIZER ACCORITHS TO SOIL TESTS, OR APPLY 500 IS
PER ACRE OF 10 -10 -10 FERTILIZER,
W&O
USC JUTE, EXCELSIOR MATRNG OR OTHER EFFEITT CHANNEL LNINC
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATT"C
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO ASJ
ACCEPTABLE METHOD OF TEMPORARY STABIHZATON,
AAMINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAR MULCH FR£OUENFLY, F£RTIHZE THE FOLLOWING SPRING
WTTH 50 LB/ ACRE NITROGEN.
b
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9WE PLm NOTES, z -
1. OWNER: I G HOLOINGS, LLC 7 f
PO Box 120 L °
I RV,". NC 27849 �{
2. THE DEVELOPER INTENDS TO CONSTRUCT A UODD SF RETAIL BUILIXNG, Jl r
3. THE PROPERTY IS LOTS J. 4 ANC $. MTTERAS COLONY SECTION S. IJ-B. 3, FACE vI 1 L p
13- RECORDED IN D.B. 1973. PG- 362 �J Z
DARE COUNFY PARCEL NO 013907000, 026425000:
DAR O i /•\
E COUNTY PIN FEB 0640 14 24 7355: 0640 14 24 723] V
PROPERTY ADDRESS: 0 NC 12 HWY, AVON. IIC
4. THE SITE IS LOCATED IN FIRM ZONES AE (EL 9) AS SHOW" ON
PNM MAP NUMBER 373W6400W.
EFFECFNE DATE SEPTEj1BER 20, 2006. (SUBJECE TO CHANGE BY FENA) z U Z
5. ALL DISTANCES ARE HORIZONTAL GROUND DISIUtCES UNLESS OTHERKISE SPECIFIED. O Q O
ELEVATIONS SHOWH ARE HEREON PER NAW88- O w
6' AREAS SHOWN ARE DY COORDINATE METHOD, o
7. EXISTING FEATURES AND SUBYEY INFORMATION P80WOEO BY 5FABOMO SVINETIHG Z
SERVICES. O co
V
8, THE DEVELOPER TRENDS TO FILL 0.27 ACRES OF WETLANDS PRESENT ON ICE SITE.
9. AREA TO BE DISTURBED. OR ACRES.
10. STORMWATER RUNOFF KILL BE DIRECTED TO A CREATED WETLAND A ,PNG THE WEST O t,
SIDE OF THE SUE. PORTIONS OF THE PAVEMENT WILL BE PERWODS CONCRETE LL C5 cr!
DESIGNED FOR INFILTRATION_ STORM'NATER MNNACUMENI HAS REEL! DESIGNED TO kEEF
THE NOFT)I CARCEL REQUIREMENTS FOR THE 20 COASiu COUNTIES (HIGH GENTRY Q 1 i ,
AND .-IN X MILE OF I WATERS). �i
It. SILT FENCE TO OE INSTALLED ON SITE AS SHDAN ON EROSION CONTROL PLAN, 7 O o
LEGEND Q1 w
�1 m PROPOSED CURB INLET -i � Z
CONCflCTE MONUMf:NT FOUND � z
IRON ROD FOL3N0 ® PROPOSCO CONTROL STRUCTURE
LARED END SECTION
Y
@6 IRON ROD SEE cl F
iii IRON PIPE FOUND RIP RAP 0 tt�
- - — RIGHT OF WAY STORMWAT£R FLOW ARROW Z J
BOUNDARY w EXISTING ORATNAGE PIPE
—
PROP05E0 PRA
BNLBIND SETBACK IHACE PIPE
L f
— EXISTING DITCH/SWALE INVERT LU Q
•o. EXISTING POAER POLE - -� - -- EXISTING TOP GF DITCH BANK
OVERHEAD ELECTRIC — PROPOSE-0 BASIN EDGE
0 EXISTING TELEPHONE PEDESTAL OR SWALE BNERT 4
.qJ PROPOSED SCIJANOVT
e) EXISTING CABLE TV PEDESTAL SS— PROPOSED SMNTARY SEWER
EXISTING LIGHT POLE EXISTING HIRE HYDRANT - -
F{ y PROPOSED LIGHT POLES M EXISTING WATER METER 1
-- -5 - - -- EX15TIHS CONTOURS IXISi1RG WATER VALVE o z
—5 PROPOSED CONTOURS
--W IXISTINC WATERLINE
Vf1 EXISRNG 5101 ELEVATIONS Ei w
PROPOSED SPOT ELEVAIIONS HANCICAP PARKING u u ..
PROPOSED FE1LCE v SIGNAGE L-2-22-1-2
EXISTING CONCRETE 4i% 1► y TRAFFIC ROW ARRO'A5 SCALE:
WTIEELSTOPS TF = 2 0 F
E)uSTING PAVEMENT —SF -�- SILT FENCE L1U
PROPOSED CONCRETE SIDEWALK DMTS OF DISTURBANCE Cfl l
,4 A•. PROMISED POROUS CONCRETE EXISTING WEIIAN45
PROPOSED SLMDPIiO CONCRETE � _1.- --C 10 BE FILLED FM, N0. 076,
/ E
jl // CU78AW ME
0 +00 C +25 0 +50 6 +75 1 +00 1 +25
WETLAMD FdLL PRIo�aE c-c
Sta F 1'
SCALE- T* a 10 Y
a NOTES:
1. 6' POST SPACWG FOR
4qk NON -WIRE REINFORCED
EEN'CE. 8' POST SPACIIIG
PERMITTED IF FENCE
CONTAINS REINFCRCING
WRE-
2. V MINIMUM OVERLAP
REQUIRED (ATTACHED AT
POSTS) WHEN JO ING
SECTION$ OF SILT FENCE.
5. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WERE OR PLASTIC TIES.
I
STEEL POST
COMPACTED FILL
F RE REINFORCED SYNFIR FA
F18RE JITFE MESH FILTER FABRIC J
EXTENSION OF FILTER C-1 L
FABRIC INTO THE TRENCH
DIRECTION OF FLOW — ,
SLTFENCEOETAL
NTS
,SrM STARL7ATM REPIARELfENTS
SITE MEA STABILIZATION STABILZATION TINE FRAME
DESCRIPTION TIME FRAVE F](GEPTIONS
PERIMETER DIKES,
EWAI CHCHES AND 7 DAYS NONE
SLOPES
HIGH QUALITY WAFER 7 DAYS NONE
(HOW} 70NM
IF SLOPES ARE 16' OR
SLOPES SI [DETER 7 DAYS LESS IN LENGTH AND ME
THAN 3:1 N'OT STEEPER TNAN 2:1.
14 DAYS ARE ALLONED
:1 OR 7-DAYS FOR SLOPES
SLOPES 14 DAYS GREATER THAN 50 FEEL
FES 3:1
N LENGTH
ALL OTHER AREAS NONE (EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS PEflMEFFR AND HOW
. 4:1 ZONES)
S!,
16-
Know ,
Call before you dig.
GRAPHIC SCALE
0 10 20 i 40
(IN FEET)
1 INCH a 20 FT.
f 1 R 1
Si�g4LTUln .cnA� r �! •; ; .' "`m�Ph off;• :' I I °a
I
1 ij:
I I,
V
I I
I I
i I
I I I
I
I
I ar
l I
I ! I
w �I
r
C l I I IN
Lows
Nit
uers a oax,sry
I'LL
I �f
I I
) t
. el � I T�
x.. i �\V
pr• . C _
iL,:,7Iil� I.
STE FLAN
SCALE: 1- - 20'
PRELIMINARY ONLY
NOT FOR
CONSTRUCTION
a�cul)vR.4 a,mr =uvl.F
SPECIES RATE
K -31 FESCUE 3 LB/IWO SF
COMMON BERMVDAGRASS 1 LB /IODIC SF
WINTER THE GRAN 3 LB/1000 SF
NOSE: OELETE RYE CRAIN IF OVERSEEpHG ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSE_EOING E5TABLSHED FESCUE
SPECIES RATE
K -31 FESCUE 3 LO /IOW $F
COMMON BERMUDAGRA55 1 M /1000 SF
GERMAN MILLET 3 LS/1000 SF
NOTE: OELETE MULET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF CJERSEEDING ESTABLISHED FESCUE.
SPECIES 4 RATE
K -31 FESCUE 3 LB /TWO SF
WINTER M GRAN 5 FBI 000 SF
RIALAmamamm
APPLY ONE AND FERTILIZER ACCORITHS TO SOIL TESTS, OR APPLY 500 IS
PER ACRE OF 10 -10 -10 FERTILIZER,
W&O
USC JUTE, EXCELSIOR MATRNG OR OTHER EFFEITT CHANNEL LNINC
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATT"C
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO ASJ
ACCEPTABLE METHOD OF TEMPORARY STABIHZATON,
AAMINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAR MULCH FR£OUENFLY, F£RTIHZE THE FOLLOWING SPRING
WTTH 50 LB/ ACRE NITROGEN.
b
CUM SARK LV?IW
(W IV-)
1
�j
a�
&p
e J
E0 Tg
� •s
w
lu
$$�
i IEE�2
9WE PLm NOTES, z -
1. OWNER: I G HOLOINGS, LLC 7 f
PO Box 120 L °
I RV,". NC 27849 �{
2. THE DEVELOPER INTENDS TO CONSTRUCT A UODD SF RETAIL BUILIXNG, Jl r
3. THE PROPERTY IS LOTS J. 4 ANC $. MTTERAS COLONY SECTION S. IJ-B. 3, FACE vI 1 L p
13- RECORDED IN D.B. 1973. PG- 362 �J Z
DARE COUNFY PARCEL NO 013907000, 026425000:
DAR O i /•\
E COUNTY PIN FEB 0640 14 24 7355: 0640 14 24 723] V
PROPERTY ADDRESS: 0 NC 12 HWY, AVON. IIC
4. THE SITE IS LOCATED IN FIRM ZONES AE (EL 9) AS SHOW" ON
PNM MAP NUMBER 373W6400W.
EFFECFNE DATE SEPTEj1BER 20, 2006. (SUBJECE TO CHANGE BY FENA) z U Z
5. ALL DISTANCES ARE HORIZONTAL GROUND DISIUtCES UNLESS OTHERKISE SPECIFIED. O Q O
ELEVATIONS SHOWH ARE HEREON PER NAW88- O w
6' AREAS SHOWN ARE DY COORDINATE METHOD, o
7. EXISTING FEATURES AND SUBYEY INFORMATION P80WOEO BY 5FABOMO SVINETIHG Z
SERVICES. O co
V
8, THE DEVELOPER TRENDS TO FILL 0.27 ACRES OF WETLANDS PRESENT ON ICE SITE.
9. AREA TO BE DISTURBED. OR ACRES.
10. STORMWATER RUNOFF KILL BE DIRECTED TO A CREATED WETLAND A ,PNG THE WEST O t,
SIDE OF THE SUE. PORTIONS OF THE PAVEMENT WILL BE PERWODS CONCRETE LL C5 cr!
DESIGNED FOR INFILTRATION_ STORM'NATER MNNACUMENI HAS REEL! DESIGNED TO kEEF
THE NOFT)I CARCEL REQUIREMENTS FOR THE 20 COASiu COUNTIES (HIGH GENTRY Q 1 i ,
AND .-IN X MILE OF I WATERS). �i
It. SILT FENCE TO OE INSTALLED ON SITE AS SHDAN ON EROSION CONTROL PLAN, 7 O o
LEGEND Q1 w
�1 m PROPOSED CURB INLET -i � Z
CONCflCTE MONUMf:NT FOUND � z
IRON ROD FOL3N0 ® PROPOSCO CONTROL STRUCTURE
LARED END SECTION
Y
@6 IRON ROD SEE cl F
iii IRON PIPE FOUND RIP RAP 0 tt�
- - — RIGHT OF WAY STORMWAT£R FLOW ARROW Z J
BOUNDARY w EXISTING ORATNAGE PIPE
—
PROP05E0 PRA
BNLBIND SETBACK IHACE PIPE
L f
— EXISTING DITCH/SWALE INVERT LU Q
•o. EXISTING POAER POLE - -� - -- EXISTING TOP GF DITCH BANK
OVERHEAD ELECTRIC — PROPOSE-0 BASIN EDGE
0 EXISTING TELEPHONE PEDESTAL OR SWALE BNERT 4
.qJ PROPOSED SCIJANOVT
e) EXISTING CABLE TV PEDESTAL SS— PROPOSED SMNTARY SEWER
EXISTING LIGHT POLE EXISTING HIRE HYDRANT - -
F{ y PROPOSED LIGHT POLES M EXISTING WATER METER 1
-- -5 - - -- EX15TIHS CONTOURS IXISi1RG WATER VALVE o z
—5 PROPOSED CONTOURS
--W IXISTINC WATERLINE
Vf1 EXISRNG 5101 ELEVATIONS Ei w
PROPOSED SPOT ELEVAIIONS HANCICAP PARKING u u ..
PROPOSED FE1LCE v SIGNAGE L-2-22-1-2
EXISTING CONCRETE 4i% 1► y TRAFFIC ROW ARRO'A5 SCALE:
WTIEELSTOPS TF = 2 0 F
E)uSTING PAVEMENT —SF -�- SILT FENCE L1U
PROPOSED CONCRETE SIDEWALK DMTS OF DISTURBANCE Cfl l
,4 A•. PROMISED POROUS CONCRETE EXISTING WEIIAN45
PROPOSED SLMDPIiO CONCRETE � _1.- --C 10 BE FILLED FM, N0. 076,
FABRIC INTO THE TRENCH
DIRECTION OF FLOW — ,
SLTFENCEOETAL
NTS
,SrM STARL7ATM REPIARELfENTS
SITE MEA STABILIZATION STABILZATION TINE FRAME
DESCRIPTION TIME FRAVE F](GEPTIONS
PERIMETER DIKES,
EWAI CHCHES AND 7 DAYS NONE
SLOPES
HIGH QUALITY WAFER 7 DAYS NONE
(HOW} 70NM
IF SLOPES ARE 16' OR
SLOPES SI [DETER 7 DAYS LESS IN LENGTH AND ME
THAN 3:1 N'OT STEEPER TNAN 2:1.
14 DAYS ARE ALLONED
:1 OR 7-DAYS FOR SLOPES
SLOPES 14 DAYS GREATER THAN 50 FEEL
FES 3:1
N LENGTH
ALL OTHER AREAS NONE (EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS PEflMEFFR AND HOW
. 4:1 ZONES)
S!,
16-
Know ,
Call before you dig.
GRAPHIC SCALE
0 10 20 i 40
(IN FEET)
1 INCH a 20 FT.
f 1 R 1
Si�g4LTUln .cnA� r �! •; ; .' "`m�Ph off;• :' I I °a
I
1 ij:
I I,
V
I I
I I
i I
I I I
I
I
I ar
l I
I ! I
w �I
r
C l I I IN
Lows
Nit
uers a oax,sry
I'LL
I �f
I I
) t
. el � I T�
x.. i �\V
pr• . C _
iL,:,7Iil� I.
STE FLAN
SCALE: 1- - 20'
PRELIMINARY ONLY
NOT FOR
CONSTRUCTION
a�cul)vR.4 a,mr =uvl.F
SPECIES RATE
K -31 FESCUE 3 LB/IWO SF
COMMON BERMVDAGRASS 1 LB /IODIC SF
WINTER THE GRAN 3 LB/1000 SF
NOSE: OELETE RYE CRAIN IF OVERSEEpHG ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSE_EOING E5TABLSHED FESCUE
SPECIES RATE
K -31 FESCUE 3 LO /IOW $F
COMMON BERMUDAGRA55 1 M /1000 SF
GERMAN MILLET 3 LS/1000 SF
NOTE: OELETE MULET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF CJERSEEDING ESTABLISHED FESCUE.
SPECIES 4 RATE
K -31 FESCUE 3 LB /TWO SF
WINTER M GRAN 5 FBI 000 SF
RIALAmamamm
APPLY ONE AND FERTILIZER ACCORITHS TO SOIL TESTS, OR APPLY 500 IS
PER ACRE OF 10 -10 -10 FERTILIZER,
W&O
USC JUTE, EXCELSIOR MATRNG OR OTHER EFFEITT CHANNEL LNINC
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATT"C
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO ASJ
ACCEPTABLE METHOD OF TEMPORARY STABIHZATON,
AAMINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAR MULCH FR£OUENFLY, F£RTIHZE THE FOLLOWING SPRING
WTTH 50 LB/ ACRE NITROGEN.
b
CUM SARK LV?IW
(W IV-)
1
�j
a�
&p
e J
E0 Tg
� •s
w
lu
$$�
i IEE�2
9WE PLm NOTES, z -
1. OWNER: I G HOLOINGS, LLC 7 f
PO Box 120 L °
I RV,". NC 27849 �{
2. THE DEVELOPER INTENDS TO CONSTRUCT A UODD SF RETAIL BUILIXNG, Jl r
3. THE PROPERTY IS LOTS J. 4 ANC $. MTTERAS COLONY SECTION S. IJ-B. 3, FACE vI 1 L p
13- RECORDED IN D.B. 1973. PG- 362 �J Z
DARE COUNFY PARCEL NO 013907000, 026425000:
DAR O i /•\
E COUNTY PIN FEB 0640 14 24 7355: 0640 14 24 723] V
PROPERTY ADDRESS: 0 NC 12 HWY, AVON. IIC
4. THE SITE IS LOCATED IN FIRM ZONES AE (EL 9) AS SHOW" ON
PNM MAP NUMBER 373W6400W.
EFFECFNE DATE SEPTEj1BER 20, 2006. (SUBJECE TO CHANGE BY FENA) z U Z
5. ALL DISTANCES ARE HORIZONTAL GROUND DISIUtCES UNLESS OTHERKISE SPECIFIED. O Q O
ELEVATIONS SHOWH ARE HEREON PER NAW88- O w
6' AREAS SHOWN ARE DY COORDINATE METHOD, o
7. EXISTING FEATURES AND SUBYEY INFORMATION P80WOEO BY 5FABOMO SVINETIHG Z
SERVICES. O co
V
8, THE DEVELOPER TRENDS TO FILL 0.27 ACRES OF WETLANDS PRESENT ON ICE SITE.
9. AREA TO BE DISTURBED. OR ACRES.
10. STORMWATER RUNOFF KILL BE DIRECTED TO A CREATED WETLAND A ,PNG THE WEST O t,
SIDE OF THE SUE. PORTIONS OF THE PAVEMENT WILL BE PERWODS CONCRETE LL C5 cr!
DESIGNED FOR INFILTRATION_ STORM'NATER MNNACUMENI HAS REEL! DESIGNED TO kEEF
THE NOFT)I CARCEL REQUIREMENTS FOR THE 20 COASiu COUNTIES (HIGH GENTRY Q 1 i ,
AND .-IN X MILE OF I WATERS). �i
It. SILT FENCE TO OE INSTALLED ON SITE AS SHDAN ON EROSION CONTROL PLAN, 7 O o
LEGEND Q1 w
�1 m PROPOSED CURB INLET -i � Z
CONCflCTE MONUMf:NT FOUND � z
IRON ROD FOL3N0 ® PROPOSCO CONTROL STRUCTURE
LARED END SECTION
Y
@6 IRON ROD SEE cl F
iii IRON PIPE FOUND RIP RAP 0 tt�
- - — RIGHT OF WAY STORMWAT£R FLOW ARROW Z J
BOUNDARY w EXISTING ORATNAGE PIPE
—
PROP05E0 PRA
BNLBIND SETBACK IHACE PIPE
L f
— EXISTING DITCH/SWALE INVERT LU Q
•o. EXISTING POAER POLE - -� - -- EXISTING TOP GF DITCH BANK
OVERHEAD ELECTRIC — PROPOSE-0 BASIN EDGE
0 EXISTING TELEPHONE PEDESTAL OR SWALE BNERT 4
.qJ PROPOSED SCIJANOVT
e) EXISTING CABLE TV PEDESTAL SS— PROPOSED SMNTARY SEWER
EXISTING LIGHT POLE EXISTING HIRE HYDRANT - -
F{ y PROPOSED LIGHT POLES M EXISTING WATER METER 1
-- -5 - - -- EX15TIHS CONTOURS IXISi1RG WATER VALVE o z
—5 PROPOSED CONTOURS
--W IXISTINC WATERLINE
Vf1 EXISRNG 5101 ELEVATIONS Ei w
PROPOSED SPOT ELEVAIIONS HANCICAP PARKING u u ..
PROPOSED FE1LCE v SIGNAGE L-2-22-1-2
EXISTING CONCRETE 4i% 1► y TRAFFIC ROW ARRO'A5 SCALE:
WTIEELSTOPS TF = 2 0 F
E)uSTING PAVEMENT —SF -�- SILT FENCE L1U
PROPOSED CONCRETE SIDEWALK DMTS OF DISTURBANCE Cfl l
,4 A•. PROMISED POROUS CONCRETE EXISTING WEIIAN45
PROPOSED SLMDPIiO CONCRETE � _1.- --C 10 BE FILLED FM, N0. 076,
S!,
16-
Know ,
Call before you dig.
GRAPHIC SCALE
0 10 20 i 40
(IN FEET)
1 INCH a 20 FT.
f 1 R 1
Si�g4LTUln .cnA� r �! •; ; .' "`m�Ph off;• :' I I °a
I
1 ij:
I I,
V
I I
I I
i I
I I I
I
I
I ar
l I
I ! I
w �I
r
C l I I IN
Lows
Nit
uers a oax,sry
I'LL
I �f
I I
) t
. el � I T�
x.. i �\V
pr• . C _
iL,:,7Iil� I.
STE FLAN
SCALE: 1- - 20'
PRELIMINARY ONLY
NOT FOR
CONSTRUCTION
a�cul)vR.4 a,mr =uvl.F
SPECIES RATE
K -31 FESCUE 3 LB/IWO SF
COMMON BERMVDAGRASS 1 LB /IODIC SF
WINTER THE GRAN 3 LB/1000 SF
NOSE: OELETE RYE CRAIN IF OVERSEEpHG ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSE_EOING E5TABLSHED FESCUE
SPECIES RATE
K -31 FESCUE 3 LO /IOW $F
COMMON BERMUDAGRA55 1 M /1000 SF
GERMAN MILLET 3 LS/1000 SF
NOTE: OELETE MULET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF CJERSEEDING ESTABLISHED FESCUE.
SPECIES 4 RATE
K -31 FESCUE 3 LB /TWO SF
WINTER M GRAN 5 FBI 000 SF
RIALAmamamm
APPLY ONE AND FERTILIZER ACCORITHS TO SOIL TESTS, OR APPLY 500 IS
PER ACRE OF 10 -10 -10 FERTILIZER,
W&O
USC JUTE, EXCELSIOR MATRNG OR OTHER EFFEITT CHANNEL LNINC
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATT"C
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO ASJ
ACCEPTABLE METHOD OF TEMPORARY STABIHZATON,
AAMINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAR MULCH FR£OUENFLY, F£RTIHZE THE FOLLOWING SPRING
WTTH 50 LB/ ACRE NITROGEN.
b
CUM SARK LV?IW
(W IV-)
1
�j
a�
&p
e J
E0 Tg
� •s
w
lu
$$�
i IEE�2
9WE PLm NOTES, z -
1. OWNER: I G HOLOINGS, LLC 7 f
PO Box 120 L °
I RV,". NC 27849 �{
2. THE DEVELOPER INTENDS TO CONSTRUCT A UODD SF RETAIL BUILIXNG, Jl r
3. THE PROPERTY IS LOTS J. 4 ANC $. MTTERAS COLONY SECTION S. IJ-B. 3, FACE vI 1 L p
13- RECORDED IN D.B. 1973. PG- 362 �J Z
DARE COUNFY PARCEL NO 013907000, 026425000:
DAR O i /•\
E COUNTY PIN FEB 0640 14 24 7355: 0640 14 24 723] V
PROPERTY ADDRESS: 0 NC 12 HWY, AVON. IIC
4. THE SITE IS LOCATED IN FIRM ZONES AE (EL 9) AS SHOW" ON
PNM MAP NUMBER 373W6400W.
EFFECFNE DATE SEPTEj1BER 20, 2006. (SUBJECE TO CHANGE BY FENA) z U Z
5. ALL DISTANCES ARE HORIZONTAL GROUND DISIUtCES UNLESS OTHERKISE SPECIFIED. O Q O
ELEVATIONS SHOWH ARE HEREON PER NAW88- O w
6' AREAS SHOWN ARE DY COORDINATE METHOD, o
7. EXISTING FEATURES AND SUBYEY INFORMATION P80WOEO BY 5FABOMO SVINETIHG Z
SERVICES. O co
V
8, THE DEVELOPER TRENDS TO FILL 0.27 ACRES OF WETLANDS PRESENT ON ICE SITE.
9. AREA TO BE DISTURBED. OR ACRES.
10. STORMWATER RUNOFF KILL BE DIRECTED TO A CREATED WETLAND A ,PNG THE WEST O t,
SIDE OF THE SUE. PORTIONS OF THE PAVEMENT WILL BE PERWODS CONCRETE LL C5 cr!
DESIGNED FOR INFILTRATION_ STORM'NATER MNNACUMENI HAS REEL! DESIGNED TO kEEF
THE NOFT)I CARCEL REQUIREMENTS FOR THE 20 COASiu COUNTIES (HIGH GENTRY Q 1 i ,
AND .-IN X MILE OF I WATERS). �i
It. SILT FENCE TO OE INSTALLED ON SITE AS SHDAN ON EROSION CONTROL PLAN, 7 O o
LEGEND Q1 w
�1 m PROPOSED CURB INLET -i � Z
CONCflCTE MONUMf:NT FOUND � z
IRON ROD FOL3N0 ® PROPOSCO CONTROL STRUCTURE
LARED END SECTION
Y
@6 IRON ROD SEE cl F
iii IRON PIPE FOUND RIP RAP 0 tt�
- - — RIGHT OF WAY STORMWAT£R FLOW ARROW Z J
BOUNDARY w EXISTING ORATNAGE PIPE
—
PROP05E0 PRA
BNLBIND SETBACK IHACE PIPE
L f
— EXISTING DITCH/SWALE INVERT LU Q
•o. EXISTING POAER POLE - -� - -- EXISTING TOP GF DITCH BANK
OVERHEAD ELECTRIC — PROPOSE-0 BASIN EDGE
0 EXISTING TELEPHONE PEDESTAL OR SWALE BNERT 4
.qJ PROPOSED SCIJANOVT
e) EXISTING CABLE TV PEDESTAL SS— PROPOSED SMNTARY SEWER
EXISTING LIGHT POLE EXISTING HIRE HYDRANT - -
F{ y PROPOSED LIGHT POLES M EXISTING WATER METER 1
-- -5 - - -- EX15TIHS CONTOURS IXISi1RG WATER VALVE o z
—5 PROPOSED CONTOURS
--W IXISTINC WATERLINE
Vf1 EXISRNG 5101 ELEVATIONS Ei w
PROPOSED SPOT ELEVAIIONS HANCICAP PARKING u u ..
PROPOSED FE1LCE v SIGNAGE L-2-22-1-2
EXISTING CONCRETE 4i% 1► y TRAFFIC ROW ARRO'A5 SCALE:
WTIEELSTOPS TF = 2 0 F
E)uSTING PAVEMENT —SF -�- SILT FENCE L1U
PROPOSED CONCRETE SIDEWALK DMTS OF DISTURBANCE Cfl l
,4 A•. PROMISED POROUS CONCRETE EXISTING WEIIAN45
PROPOSED SLMDPIiO CONCRETE � _1.- --C 10 BE FILLED FM, N0. 076,
OVERHEAD ELECTRIC — PROPOSE-0 BASIN EDGE
0 EXISTING TELEPHONE PEDESTAL OR SWALE BNERT 4
.qJ PROPOSED SCIJANOVT
e) EXISTING CABLE TV PEDESTAL SS— PROPOSED SMNTARY SEWER
EXISTING LIGHT POLE EXISTING HIRE HYDRANT - -
F{ y PROPOSED LIGHT POLES M EXISTING WATER METER 1
-- -5 - - -- EX15TIHS CONTOURS IXISi1RG WATER VALVE o z
—5 PROPOSED CONTOURS
--W IXISTINC WATERLINE
Vf1 EXISRNG 5101 ELEVATIONS Ei w
PROPOSED SPOT ELEVAIIONS HANCICAP PARKING u u ..
PROPOSED FE1LCE v SIGNAGE L-2-22-1-2
EXISTING CONCRETE 4i% 1► y TRAFFIC ROW ARRO'A5 SCALE:
WTIEELSTOPS TF = 2 0 F
E)uSTING PAVEMENT —SF -�- SILT FENCE L1U
PROPOSED CONCRETE SIDEWALK DMTS OF DISTURBANCE Cfl l
,4 A•. PROMISED POROUS CONCRETE EXISTING WEIIAN45
PROPOSED SLMDPIiO CONCRETE � _1.- --C 10 BE FILLED FM, N0. 076,