20021735 Ver 1_COMPLETE FILE_20021025

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Copyright (C) 1997, Maptech, Inc.
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Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing r a j '[ D ?S
1. Check all of the approval(s) requested for this project: M OCT Z 5 -X2
X Section 404 Permit ? Riparian W tershed Buffer P
? Section 10 Permit ? Isolated etlan?
X 401 Water Quality Certification 41TY SECTIt
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Sunset Point. LLC c/o David Zimmerman
Mailing Address: 5308 Brandermill Court
Greensboro NC 27407
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dzimmermanA_futuresalesinc com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: David Zimmerman
Company Affiliation: Chairman. Sunset Point LLC Executive Committee
Mailing Address: 5308 Brandermill Court
Greensboro NC 27407
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dzimmerinan(a Aturesalesinc com
Page 5 of 12
V14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sunset Point Subdivision Entrance
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1724-00-71-1895
4. Location
County: McDowell Nearest Town: Nebo
Subdivision name (include phase/lot number): Sunset Point
Directions to site (include road numbers, landmarks, etc.): from Highway 226/221 north of
Marion. take SR 1501 to Sr 1552 (Lake James Rd.). Go 5 miles to subdivision entrance on
right.
5. Site coordinates, if available (UTM or Lat/Long):Lat N35°46.087' Long W81°56.000'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 71.61 AC
7. Nearest body of water (stream/river/sound/ocean/lake): Lake James
8. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr. state. nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing 30" RCP culvert for existing _gravel drive. Existing
length is approximately 30 feet. Land use is rural residential, timber.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: to
lengthen culvert length to a total of 72 feet
11. Explain the purpose of the proposed work: loader/backhoe dozer, truck
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12

1. Provide a written description of the proposed impacts: Remove 30 LF of existing 30"
broken concrete piae and install 72 LF of 30" RCP in a small branch. Place roadway fill
over pipe
2. Individually list wetland impacts below: N/A
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

fil
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 1,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti)://www.fetna.P-o v.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Culvert 72 U.T. to Lake James 2'-3' Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and twsix iu?w ..t..aY>
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 72'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The replacement and extension of the existing culvert will be installed using current erosion and
sedimentation control practices The existing culvert is broken The culvert is necessary for
construction of a street for access to subdivision lots. Silt fence will be used to protect the
stream during construction. All exposed areas will be seeded immediately following installation.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams. N/A
SAClientsVimmerman, David\Sunset Point PCN 401.404 Form.doc
Jc/kj Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strrngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* s uImpact are feet Multiplier Required Mitigation
n
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No existing 7.21 Ac Pressed see calculations) 7.21/71.61 = 10.91% impervious - erosion
control practices will be used during construction
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Lots will have individual septic systems for sewer treatment All lots are 1.0 acre minimum
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211 .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
p OZ
A cant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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VICINITY MAP - MCDOWELL COUNTY
------------------------
(NOT TO SCALE)
1551
Lake Road
SR 1552
SITE

I, DOLPHUS E HARMON, PROFESSIONAL LAND
THIS PLAT WAS DRAWN FROM AN ACTUAL SU
THE REFERENCES CITED HEREIN WERE USED:
LAT AND DEP IS _1: 10.000+
ARE CLEARLY INDICATED: THAT THIS PLAT W,
NC GEN STAT 47-30 AS AMENDED.
THIS SURVEY IS LOCATED IN A PORTION 01
UNREGULATED AS TO AN ORDINANCE THAT
WITNESS MY HAND AND SEAL:
MCDOWELL COUNTY NORTH CAROLINA
FILED FOR REGISTRATION AT _____M_ O'CLOCK ___ M THIS
THE _ __ DAY OF 20____ AND
RECORDED IN PLAT BOOK _-__ AT PAGE
REGISTER OF DEEDS MCDOWELL COUNTY
b^'
rod
P?
Q?.
PRIMARY STRUCTURE SETBACK LINE-
MCDOWELL COUNTY 65 FT SETBACK LINE
LAKE JAMES
L8,
L82
o?
J
L77
L75
L74
1% C
H? n-7 W
e
1
? ?g52
30 FT PAVEMENT, RADIUS EKE ftOA
11
70 LF OF
30" RCP i _ .
?vQ? ,
e6
2e CURB AND GUTTER
22' PAVEMENT
SCALE IN FEET
50 25 0 25 50 100
DRIVEWAY CONNECTION -"SUNSET POINT"
WATF Michael F. Easley, Governor
O 9 William G. Ross Jr., Secretary
OCR pG North Carolina Department of Environment and Natural Resources
Uj Alan W. Klimek, P.E. Director
Division of Water Quality
Mr. David Zimmerman
Sunset Point, LLC
5308 Brandermill Court
Greensboro, NC, 27407
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Zimmerman:
January 21, 2003
DWQ# 02-1735
McDowell County
You have our approval, in accordance with the attached conditions, to place fill in 72 linear feet of streams in order to
construct a road crossing at the Sunset Point subdivision, as described in your application received by the Division of Water
Quality on October 25, 2002, and in additional correspondence received November 18, 2002 After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3375, which can be
viewed on our web site at hfp://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit
Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or
local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification. This Certification replaces the one issued to you on January
9, 2003.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland and/or stream fills for this project (now or in the future) including future phases
of this subdivision exceed one acre or 150 linear feet of perennial streams, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. The culvert must be designed, constructed and installed to allow aquatic life passage;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from
the 401/Wetlands Unit web site at htto://h2o.enr.state.nc.us/ncwetlands .
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, 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 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, Mail Service Center 6714,
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 Larry Frost in DWQ's Asheville Regional Office at 828-251-6208 or Cyndi Karoly in the
Central Office in Raleigh 919-733-9721.
Sincerely,
P.E.
NMENR
Customer Service
1 800 623-7748
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-Vl'k 1 (919) 733-701
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWO Regional Office
Central Files
File Copy
Benjamin Thomas, 405 S. Sterling St., Morganton, NC, 28566
02173
aI
SUNSET POINT LLC, INC.
5808 BRANDERMILL COURT
GREENSBORO, NC 27407
WETLANDS /401 OROUp
OCT 2 0 2003
WATER QUALI'TYSEC770N
North Carolina Department of Environment, Health and Natural Resources
Division of Water Quality
c/o John Dorney
Parkview Bldg.
2321 Crabtree Blvd.
Raleigh, NC 27604
Telephone: [phone]
September 28, 2003
Dear John Dorney
We are writing this letter to inform your agency of our desire to construct Floating
Boat Slips for use as a Private Residential Marina. Sunset Point is located at
8800 Lake James Road Nebo, NC in McDowell County. The coordinates are
Latitude 35d 45m 09s N and Longitude 81d 56m 39s W. Attached please find a
survey and drawings of the proposed site. Sunset Point Management has taken
extreme care and effort in working with the with Wade Harmon the Duke Power
Shoreline Manager along with Ron Harmon of the McDowell County Planning
Commission to design and construct the Sunset Point Marina. It is our desire to
work closely with all necessary agencies to create a proper environment.
Other measures we are taking to protect water quality are as follows:
• Sunset Point LLC has obtained a Lake James Shoreline Permit from
McDowell County
• We have established a 50' buffer from the 1200' elevation around the
shoreline
• All trees 6" or greater shall not be removed unless replaced with trees
totaling 6" or greater.
• All construction along the shoreline will provide 2 rows of silt fence
between the construction site and the shoreline
• We will install extensive sedimentation and erosion control structures prior
to any land disturbing activity.
We look forward to working with you and answering any and all questions
presented to us in a timely manner.
Sunset Point, LLC would like to request a response within 30 days or an
application to begin the permit process. Sunset Point will consider no response
an approval to proceed with our application process. We hope that you will look
favorably upon this request and if you have any questions please call our office
at 336-202-3587.
Thank you for taking the time to review this information.
Sincerely,
Da ' erman
President
Enclosures: Site Survey
Marina Drawing
LEASED AREA
N
AND TYPICAL BOAT SLIP
m
a N?? ?
L19 ? as e??Y
4 FT GANGPLANK L20 Y
(TYPICAL) \_ ? `'`•?,? //
LAKE JAMES
L21
~ IS OFFSET 15'
LINE FRO
?.d FROM END OF SUPS
L22 ?? / •??
m / ry
/ LEASED AREA
SCALE: 1" = 50'
/ AREA=19259 SO FT
L23 Ao //
L24 •? / ?4 FT WALKWAY
/ (TYPICAL)
a 8`? LAKE JAMES
COURSE BEARING DISTANCE
L19 S41'59'000W 14.72'
L20 S42'13'20'W 69.88'
L21 S32'28'40'W 66.60' SCALE IN FEET
L22 S09033'1 4"W 73.03'
L23 S23'58'32'W 34.06' 50 25 0 25 50 100
L24 S18'17'14'W 8.45'
! COURSE BEARING DISTANCE
Li 9 s41'59'00"w 40.49' COMMONS / BOAT SLIP LOT
? L20 S4213'20'W 69.88' 4p'
L21 S32'28'40'W 66.80'
L22 SO9'33'14'W 73.03'
L23 S23'S8'320W 34.06' QP
L24 S 2"58'14"W 46.14'
L25 S3238'48'W 56.53'
L26 S21'32'51'W 49.89'
L27 S02'20'24'W 43.89' 'T1
L28 S1 8'07'36'w 65.37' Q"
L29 S27'42'57'W 59.81'
L30 S10'44'05'W 38.55'
L31 S58'28'30'E 36.31'
L32 S1 0'42'30'E 8.70'
L33 S5331'40"W 21.17'
L34 S7238'10'W 12.15'
L35 N6230'14'W 23.82'
L36 N43'48'47'W 43.2T
L37 N16'32'12'W 27.40'
L38 NODO16W 29.14'
L39 NOO'10 30'E 20.96'
L40 N04'19260E 25.22' Mj
L41 N09 '018E 35.19'
L42 N11049 58'W 44.00' H
L43 NO2'34'25'W 43.19'
L44 N00'04'37'W 32.12']
L45 N12'53'336'W 36.12'
{ L46 N0834 31 OE 57.23,
L47 N11'03'28 E 43.69 a,
L48 N26'26'34'E 59.51' ({? ?; •a,?
L49 N04'24'11'W 57.16'
L50 N8715350E 161' v 1.46 AC
L51 N0935'050E 57.47'
L52 N03"24'44'W 41.68'
L53 N31 '41'49'W 14.72' L58
L54 N21'40'4?h.E 30.98; /
L55 N04'36,39 38.31'
1-56 S80'235'E 108.95' ! Z
L57 SSO73'15'E 25.03' L50 o
N
0.85 AC
PRIMARY STRUCTURE SETBACK LINE- / 36N T.
MCDOWELL COUNTY 65 FT SETBACK LINE / 2.49 AC Mr;
(75 FT IF STEEPER THAN 2:1)
(SEE LAKE JAMES PROTECTION ORDINANCE) ,?I/ -?? `AB
-SEC II'
i LOT 36 - 'SGNSET GNT
> PB 7 56 a ?.1a
.?
a ? ES
a ? ? PM
L30
s
WATER FRONTAGE - LOT 36 SCALE IN FEET
L19-L30 - 644 FT 150 75 0 75 150 300
" L31-1-55L31-1-55 - 842
TOTAL - 1486 FT
i

McDOWELL COUNTY
August 18, 2003 60 East Court Street • Marion, North Carolina 28752 • [phone]
David Zimmerman
301 East Meeting Street
Morganton,NC 28655
Re: Sunset Point, Common Area
Dear Mr. Zimmerman:
The letter serves both as notification of the issuance of a McDowell County Shoreline
Protection Permit and authorization for the commencement of work on the property. A
survey of the existing condition of your property has been completed as required by the
Lake James Shoreline Protection Ordinance. This process allows for the documentation
of the existing condition of the property prior to development. The relevant figures
specific to your lot are as follows:
• Primaystructures will need to be setback 65 feet from the shoreline
• 15 protected (>6" diameter) trees exist within the 0-50 foot buffer
Prior to any land disturbing activity within 50 feet of the shoreline, any trees that
are to be removed will need to be marked. At that time I will need to be contacted to
make a site visit to record all the necessary measurements before any trees are cut.
Trees can removed within the 50 foot buffer to clear winding foot paths and allow access
to boat docks, but they must be replaced with trees totaling an equivalent diameter
somewhere within the 50 foot buffer.
Please be advised that those and all. other iequirentents of the Lake James Shoreline
Protection Ordinance will need to be strictly adhered to. If you have any questions or
concerns please do not hesitate to contact me at 828.652.7121.
Sincerely, /
Ronald H Harmon
McDowell County Planning Department
CC: Chuck Abernathy, County -Manager -
McDowell County Building Inspections
Sue Harmon; Permits Etc.
West Consultants, PLLC
November 13, 2002
John R. Dorney
401 Wetlands Certification Unit
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1634
RE: Sunset Pointe, LLC
DWQ #02-1735
McDowell County, North Carolina
Find enclosed the information you requested in reference to DWQ #02-1735.
There are no other streams or ponds located on the subject property.
Please call if you have any questions.
Sincerely,
WEST CONSULTANTS, PLLC
*BBnj*in B. Thomas, PP. EE.
BBT/dh/kj
Enclosures
cc: David Zimmerman, Sunset Pointe, LLC
405 S STERLING ST • MORGANTON, NC 28655 • 828-433-5661 FAX: [phone]
O?O? WA
T ?9pG
C/) 7
y
January 9, 2003
DWQ# 02-1735
McDowell County
Mr. David Zimmerman
Sunset Point, LLC
5308 Brandermill Court
Greensboro, NC, 27407
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Zimmerman:
You have our approval, in accordance with the attached conditions, to place fill in 0.72 linear feet of streams in order to
construct a road crossing at the Sunset Point subdivision, as described in your application received by the Division of Water
Quality on October 25, 2002, and in additional correspondence received November 18, 2002 After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3375, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit
Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or
local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland and/or stream fills for this project (now or in the future) including future phases
of this subdivision exceed one acre or 150 linear feet of perennial streams, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. The culvert must be designed, constructed and installed to allow aquatic life passage;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from
the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/newetlands .
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, 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, Mail Service Center 6714,
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 Larry Frost in DWQ's Asheville Regional Office at 828-251-6208 or Cyndi Karoly in the
Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
. on
Customer Service
1 800 623-7748
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
Benjamin Thomas, 405 S. Sterling St., Morganton, NC, 28566
021735
MEMORANDUM
TO: John Dorney Regional Contact: Larry Frost
Non-Discharge Branch WQ Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Sunset Point S/D
Project Number 02 1735
Recvd From APP
Received Date 10/25/02 Recvd By Region
Project Type Residential subdivision road crossing
County McDowell
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream O Y OO N 11-(23) wsv F -B 30,830. 72.0
F-F-PT _0N F_ F_ r 0 72.00 r-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y pQ N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y * N
Is Mitigation required? Q Y (0 N Recommendation: Q Issue * Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 3546.087 Longitude (ddmmss) 8156.000
Comments:
I recommend that this water qty certification be issued as requested in accordance with the
GC3375,
cc: Regional Office
Central Office Page Number 1
Facility Name Sunset Point S/D
County McDowell
Project Number 02 1735
Comments (continued from page 1):
Regional Contact: Larry Frost
Date:
cc: Regional Office
Central Office Page Number 2
Triage Check List
Date: ZT ??, Z Project Name: S iA in S?ee-? o ?v"'l -?/
DWQ#: 02 - I ? 3_s"
County: I )c)?..1?_ f
To: 't?-ARO Mike Parker ? WaRO Deborah Sawyer
? FRO Ken Averitte ? WiRO Joanne Steenhuis
? MRO Mike Parker ? WSRO Jennifer Frye
? RRO Steve Mitchell
From: CK 7 (22b Telephone : (919) 7.? _3 -- ?7a
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
OF W ATFRO Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O North Carolina Department of Environment and Natural Resources
? r
Alan Klimek, P.E., Director Division of Water Quality
a
November 22, 2002
DWQ # 02-1735
McDowell County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Sunset Point, LLC
Attn: David Zimmerman
5308 Brandermill Court
Greensboro, NC 27407
Dear Mr. Zimmerman:
On November 18, 2002 the Division of Water Quality (DWQ) was notified by receipt of the
additional information requested regarding your plan to fill wetland for the purpose of a road crossing at
a residential subdivision in McDowell County. Approval from DWQ is required to disturb these waters.
Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply.
In particular as described in 15A NCAC 213 .0502, we will require you to locate all streams and ponds
on the property. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can
begin to determine your projects' compliance with 15A NCAC 2H.0500. v
1. Has and intermittent call b conf rm d by DWQ? 0 S ? ey o Vie" Y
2. Has the subdivision been constructed? Are there future plans for impacts? 0 C^ l
3. Sh w all streams and wwetlands on site plan as requested in our 11/4/02 letter. d P etJC-4, }
? ..fly))
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely ' D I I Aa
iF -tctLhy
J R. Dorney
4 1 Water Quality :f1cation Program
JRD/bs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
West Consultants, 405 South Sterling Street, Morganton, NC 28655
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (hftp://h2o.enr.state.nc.us/ncwetiands

WATl RO Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O North Carolina Department of Environment and Natural Resources
j r- Alan Klimek, P.E., Director Division of Water Quality
-i
November 4, 2002
DWQ # 02-1735
McDowell County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Sunset Point, LLC
Attn: David Zimmerman
5308 Brandermill Court
Greensboro, NC 27407
Dear Mr. Zimmerman:
On October 25, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of a road crossing at a residential
subdivision in McDowell County. Approval from DWQ is required to disturb these waters. Please
provide 7 copies of the following information and refer to the DWQ # listed above in your reply. In
particular as described in 15A NCAC 213 .0502, we will require you to locate all streams and ponds on
the property. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to
determine your projects' compliance with 15A NCAC 21-1.0500.
Please indicate proposed lot layout as overlays on the site plan. Also provide a site plan so
we can determine if additional stream or wetland impacts will occur.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
t R. Oomey
Water Qua 'ty ertification Program
JRD/bs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
West Consultants, 405 South Sterling Street, Morganton, NC 28655
VE.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
[phone]
TO 401 Wetlands Unit
NCDENR - Div. Of Water Quality
1650 Mail Service Center
Raleigh NC 27699-1650
JOB NUMBER/PHONE M22/02
ATTENTION
®21735
RESunset Point Subdivision
McDowell County
(David Zimmerman)
WE ARE SENDING YOU Attached Under separate cover via
Shop drawings Prints Plans
Copy of letter Change order Other:
7
1
PCN Application Form
$200 Application Fee
the following items.
Specifications Samples
1 I' ? ? i` J r 11 'J
THESE ARE TRANSMITTED as checked below:
X For your approval _ Approved as submitted
For your use Approved as noted
As requested Returned for corrections
For review and comment - Other
FOR BIDS DUE/DATE:
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US
REMARKS
J V ?A
COPY TO SIGNED
If enclosures are not as noted, please notify us at once. •
PRODUCT 131271' FOLD AT (>) TO FIT COMPANION 774 DU-OVUE ENVELOPE. PRINTED IN U.S.A. B
i
DWQ# Date r?. G
$$) Plan Detail Incomplete '
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan. I Wf
y111"Please indicate proposed lot layout as overlays on the site plan.- `?? U 5I ?? n o"S
? Please indicate the location of the protected buffers as overlays on the site plan. ?04y' OY 1!? 4l
J? t?a
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
W;?1 occur.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please Indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.

Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please
revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
$) Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
- - - - - - -
CA':CH BASIN SCHEDULE
CB N0. STATION TYP:i SIZE TOP ELEV. INV. ELEV. REMARKS Q
(EDGE OF PVMT) w w
STORM DRAINAGE PIPE SCHEDULE C61 3+28.69 LT FRAME,GRATE,AND HOOD 30"x36" 1249.34' 1244.00' LOW POINT ~ m
SPECIFICATIONS; (2 OPTIONS) -USE CORRUGATED STEEL IN ACCORDANCE WITH C62 3+28.69 RT FRAME,GRATL,AND H00 30"x36" 1249.34' 1243.70' LOW POINT AASHTO M36 OR HDPE DOUBLEWALL PIPE IN ACCORDANCE WITH AASHTO M294. C63 8+60.59 LT FRAME,GRATE„',ND HOOD 30"x36" 1253.33' 1250.83' LOW POINT o F ~ zW w
(INSTALL PER NCDDT SPECIFICATIONS), I ~ ~
C64 8+60.59 RT FRAME,GRATE„1ND HOOD 30"x36" 1253.33' 1250.60' LOW POINT PIPE N0. DIAMETER LENGTH INV. IN INV. OUT REMARKS C65 7+35 LT FRAME,GRATE,AND HOOD 30"x36" 1254.92' 1251.93' (n .A ~ ~n I rV
1 REPLACE EXISTING CB6 7+35 RT FRAME,GRATE~AND HOOD 30"x36" 1254.92' 1249.30' 1290 o ~I 0
- - 30 RCP CB7 4+48.84 FRAME,GRATE„WD HOOD 30"x36" 1241.00' 1238.00' BACK OF CUL-DE-SAC - _ _ - - _ _ - -
VOID C68 16+10 LT FRAME,GRATE,AND HOOD 30"x36" 1254.05' 1251.05' LOW POINT OF RADIUS - - - - Q - _ - _ -
3 VOID - _ - - _ - - - - C89 16+24 RT FRAME,GRATE,AND HOOD 30"x36" 1253.62' 1250.75'+ - - - - - - - _ - - - - - VC A4 ~ N u~i c~n N
4 30" 54' 1250+/- 1244.00 - - _ - - - - _ _ C810 2+56.22 FRAME,GRATE,.4ND HOOD 30"x36" 1271.00' 1268.00' BACK OF CUL-DE-SAC _ _ - - _ - - _ - - ~ L=130 ~ - - - - - ~ K=20.52 ~ J -
5 30 22' 1244.00 1243.70 C611 19+21.60 LT FRAME,GRATE,4ND HOOD 3D"x36" 1252.18' 1249.18' _ - - i N d W ~
6 30" 30' 1243.70 1242+/- 1280 CB12 19+21.60 RT FRAME,GRATE,i'ND HOOD 30"x36" 1252.16' 1248.69' - - - - - - - - - - - - - - _ - Qr 1 ~I - - - - ~i
- - - - 7 18" 22' 1251.93 1249.30 - C613 3+08.00 FRAME,GRATE,~IND HOOD 30"x36° 1250.00' 1247.00' BACK OF CUL-DE-SAC _ _ _ _ 8 18" 22' 1250.83 1250.60 - - _ - _ - - _ - N - In 1.82% ~ - - _ I > _ r- _ ~ ~
CB14 24+52.64 FRAME,GRATE,~IND HOOD 30 x36 1238.00 1235.00 BACK OF CUL-DE-SAC _ _ _ _ - - 9 18 120' 1250.60 1249.30 C615 2+29.44 LT FRAME,GRATE,;.ND HOOD 30"x36° 1277.10' 1274.10' LOW POINT - - - - - _ - - - - ~ ~j - - - _ ~n
10 18° 100' 1249.30 1246.00 - - - - - - ~ V _ Q_ W _
CB16 2+29.44 RT FRAME,GRATE, AND H000 30"x36" 1277.10' 1273.66' LOW POINT - - - - - 11 18" 100' 1238.00 1222.00 - - - CB17 3+96.61 RT FRAME,GRATE,,,ND HOOD 30"x36" 1288.50' 1285.50' LOW POINT 1270 - - - - _ - _ _ - _ _ p x - - - - ~ ~ r, _
12 18" 30' 251.05+ - 1250.75 - - CB16 3+96.61 LT FRAME,GRATE,PND HOOD 30"x36" 1288.50' 1285.30' LOW POINT _ _ - _ ~ ~ - - ~ 0 _ _ z
13 18" 50' 250.75+ - 1246.00 - - C819 7+47.27 FRAME,GRATE,.~ND HOOD 30"x36" 1280.00' 1277.00' BACK OF CUL-DE-SAC - - - _ - H - _ - TREE
- 14 18" 30' 1268.00 1262.00 - - - - C620 8+62.00 LT FRAME,GRATE,IND HOOD 30"x36" 1275.06' 1272.06' - Q - - - - - - - - - r _ - - - - -
- - 15 18" 22' 1249.16 1246.89 - - _ - C621 8+62.00 RT FRAME,GRATE,,ND HOOD 30"x36" 1275.06' 1271.84' - _ - - - - - - - - - _ _ - - - _ _ ~ c~
16 18" 30' 1248.89 1248.00 - - - - CB22 12+89 RT FRAME,GRATE,4ND HOOD 30"x36` 1236.55' 1233.55'
17 18" 70' 1247.00 1240.00+/- - _ - - - _ - - - - - C623 14+60 LT FRAME,GRATE, 4ND HOOD 30°x36" 1278.75' 1275.75' 1260 . o0 - - - - - - - - - - - - - - v ~
18 18 30 1235.00 1230.00 C824 13+70 LT FRAME,GRATE,IND NOOD 30°x36° 1277.11' 1274.11' - - - - - - - 19 18" 22' 1274.10 1273.88 - - -
CB25 12+00 LT FRAME,GRATE,',ND HOOD 30"x36" 1267.06' 1264.06' - _ _ 20 18" 30' 1273.88 1266.00 - - - - - - _ - - ~6 - H
CB26 10+70 LT FRAME,GRATE,iND HOOD 30°x36" 1256.46' 1253.46' - - - - - _ _ - 21 18 22 1285.50 1285.30 -
C627 6+80 LT FRAME,GRATE,4ND HOOD 30"x36" 1240.96' 1237.96' - r~ 22 1B" 100' 1285.30 1255+/- _ - - - p " CB28 6+30 LT DROP INLET 49"x48" (4) 40"x4" SLOTS 1235+/-• 1231.00' FLOW INLET - M ~1 - p _ - _ _ W
23 18 60' 1277.0 1268+/- C829 7+70 LT FRAME,GRATE,4ND HOOD 30"x36" 1232.00' 1229.00' 1250 _ } O
24 18" 22' 1272.06 1271.84 ~ ~ CB30 7+70 RT FRAME,GRATE,AND HOOD 30"x36° 1232.00' 1228.78' ~t - - -
- - _ - - 25 18" 50' 1271.84 1261+/- C831 6+10.66 LT DROP INLET S8"x48" (4) 40"x4" SLOTS 1225.00'• 1222.00' FLOW INLET - - - - ~ - - Q _ - - - - - _ - - - -
_ - - - - - cn c 26 1B" 50' 1233.55 1220+/- _ I a CB32 6+10.66 LT FRAME,GRATE AND H00 30"x36" 1225.90' 1221.80' - - - - - - - ~ UI O _ _ _ I ~ - - - ' - _ - - - _ - O
27 18" 40 1275.75 1275.00 CB33 6+10.66 RT FRAME GRATE AND H00 30°x36" 1 5.90' 1 1.58' Z ~ , 22 22 - - _ _ - p c N - Z ~ - - - 00 N _ _ _ _ - - _ - O N - _ _ - _ _ + O
28 18" 40' 1274.11 1273.00 CB34 2+60 LT FRAME,GRATE,4ND HOOD 30"x36" 1225.90' 1222.90' - - - - °o m n. 1240 +r 29 18" 40' 1264.07 1262.07 CB35 D+37 LT FRAME,GRATE,4ND HOOD 30"x36" 1217.66' 1214.66 - - M r p u - - a ~ - ° - - _ r M ~ I ~p~ QM
3D 16" 40' 1253.46 1252.00 - - - - - - N VC A2 - - x W ~ ~ _ h- N - ~ VC A2 ~ J N ~ _ I _ - -
C836 D+37 RT FRAME,GRATE,AND HOOD 30°x36" 1217.68' 1214.46' - - - - - ~ ~ L=160 = 31 1B" 40 1237.96 1234.00 _ - _ N I K-24.17 ~ L=160 x w ¢ N + ~ ~ w f - - - _
32 24" 50' 1231.00 1228.00 - - - - ~ w K=24.17 N i _ _ ~ ~ - - VC A3 - - a w - - _ - _ - - - i+,?cs ~ I > Q N _ L 220 err - -
33 18" 22' 1229.00 1228.78 CATCN BASIN NOTES: - - - - dw 36' - - K=20.76 - - - f - - b _ - ~ W - I I
34 1B" 18' 1228.78 1226.00 5' 6' E 1, CONCRETE SHALL BE 4,000 PSI AT 28 DAVS. _ O 1230 +N v ~,i _ - L - - - - _ - - _ . _ ~ ~A~
35 18" 20' 1222.00 1221.80 - o - ~-.--J 2, REINFORCING SHALL 8E WELDED WIRE MESH IN _ ~ VC Al 0 - - - - a - - ~ rt t~f I'
36 1B" 22' 1221.80 1221.58 ~ KNOCKOUTS AND #4 OARS IN fL00A AND CORNEAS IN - - - F N ---,8°l0 - - - ACCORDANCE WITH AASHiO STANDARDS FOR H 20 - - (n L=80 - LF. - - - ..a° - - - - - - - - - ICJ W - - - _ - ~ - ~ W C7 - - _ _ r - ~ - - _ _ ~ ~ W. ~
37 1B" 18' 1221.58 1217+/- I r ' I I _ - - - ~ a LOADING. U > K-12,59 > - - - - - .r G _ _ _ ~Y - /Vl
38 iB" 40' 1215.28 1213+/- _ > ~ _ - - 3, PRECASTER SHALL BE TINDALL CONCRETE, STAVRIGH7 w w (0 - r - - . D
39 18" 23' 1214.68 1214.46 r - ' ~o _ _ _ _ - - ~ - - TANK, D&M CONCRETE, OA APPROVED EQUAL. - - - 40 18" 30' 1214.46 1212+/- ~ STA 0+00- - p _ _ + +rri 11N~~Y~r
1220 EDGE PUMT 4, GRATE AND FRA61E SHALL BE CAST IRON, NOMINAL 30" X - - - - - - - PLAN VIEW 36" GRATE RATED FOR H-20 WFIEEL LOAD. FRAME SHALL SR 1552 Nr O - _ -
BE BY NEENAH, VULCAN, U. S. FOUNDRY, OR APPROVED ELEV-1218.42 2.18% m p - - - PARKI, - y. - - - _ ~ N
38" VG L07 FRAME - _ - + O _ _ - _ - _ AND G~1ATE EQUAL _ - ~ O ~ I - - _ -
5ry 5, JUNCTION BOX SHALL HAVE PRE-CAST FLAT TOP IN LIEU F- ~ QN - _ - ARD ACC OF GRATE. - - - VI - - - - U N - - -
- - - - - -o~~ 14" ~ PANELS - _ - O O I > - - - - - - _ - - ni
~R•' . , i PRECAST, REINFORCED 1210 Q ~ j ~ ' ~ LIFTING FLAT SLAB 70P _ _ - ~ ~ _ 0. W - - - _ _ . ~ W OJ _
• ~ HOOK - _ - N _N - - .a ~ .a ~ , ,rj' , . I' N G 8"x8" BRICK AT ALL. F- I - - J W
JOINT SEALER ' o ~ ' i FouR cDANEAS z w EXISTING 30" RCP- - - - -
1!8" RAD = , _ I ay - ow _STA 0+88 n. w SURFACE OF GUTTER p ~ " r ~ > - 1 - _ - - - - - - - - -
. - - N STANDARD ACCESS ~ V! _ 'ry
PANELS 1 ZOO J . .6 ~
N ~ ~ ~ • y' ~ `0 W -1+00 0+00 1+00 2+00 3+00 4+0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 W ~0 4+00 5+00 6+00 7+00 8+00
' tiJ USE J 600 PSI ~ ' ~ wA _I
'!`~~~il'~ ~ ~ CONCRETE SECTION VIEW ~ ~ _ JOINT FILLER 48 _ LL
TRANSVERSE EXPANSION JOINT 24" SQ, jy _ STANDARD CATCN_&ISIN WITH W
IN VALLEY GUTTER YARD INLET GRATE y NTS
STANDARD VALLEY GUTTER ~ • ' "j ~o
NTS
SECTION VIEW
STANDARD PRECAST DROP INLET DETAIL
NTS
1310
1300 ~ - - - - - - - - - - - w - - - - - 0 N
- - . - - W O
- - - - I - r-I O M - O O ri
- - - - - - o - - - - - ri O - - - - - - - O Ul
- . - - - o cD - - - o - - - - - - - + ao - VC 65 - - N
1290 N o Q ~ o -Y o ~ t~ - - _ H W 0 - ~ - + o - - - - -
o N - - - - _ - - - - - - - ~ - °r° L=180 - "r - - - - - Qr - K-11.72 - p- - U - o - - W N
N - - - - - - - - - - M - ~ - - ~ ~ - N ~ I I - _ - - r ~ - - ' v - _ _ (a H - - _ _ - ~ ~ - - - o Ei y
i ~ VC 61 0 - - - - - _ - - d ~ - ~ w - - - ~ N - - - - - _ - - - - - - _ x
- > ~ K=6.05 0 ~ - - N ~ - w w - I j - - - _ . _ d w M - - I - -I~ - - - F- w - r - - - - - - - > ~ -mow-~ _ a~Aa - _
- - 1280 ° W- ~ aw- +o 0
~ ~ - - - - . - - - cn w ~ - - - - - - - ' 009, 5 J - - - - - - - ~ ~ - W -
- - - w - - 1 Fa- N - - - - D! - - - - - - - - -
- - - _ - - I > - - I - - - - - ~ w - - - - -
- - - - o - - - - - - - _ > J o - - n w - - - - -
1270 + m o o _ - - - Q - _ - ,d
- ~ of - - - - 0D o - - - - ~ ~ ~ _ _ - c - - ~ - r- o _o J - - - LL - - - - _ -
- ~ - - 5. - - _ - - N1 a' -
- I > o _ ~ N L=100 ~ r _ o + ~ - - VC B2 ~ ~O~ - ~ I K=16.16 FN - - - - - • _ m ~ ~ - - - - M r~ _ in ~ K=1 1.79 N rn
ll. W L=200 N ~ O > 41 ~ - - _ ~ ~ - ~ N - - - N - - ---tI1 N - -L-360 -+N-- aN ~
- K=10.69 r7 ~ N - - d w - - ~ ~i - rQ- N - ~ ~ - - r _ _ K=33.18 _ > ~ I F r - - - - - I ~ - - ~ Q - . Q w I>~ I r w ~ ~n v
- _ cn ~ - t- w _ „ ~ - U W - - a w _ r J awl > - of - - - - - - > J - - - I - _ - -
N - - - - - - - - - - - - - ~ a_ w - a w - - - - -
d I o - - _ - - - 3 w + - - 1.39% - - - - - ~ - J - ~ - - - i' U - ~ ai fA - - - ~ ~
- - - _ ~ w gyp,., w - - - - - - - r
h ~ ~ - - ~ - - 0.851 ~ - + i - ~ d
1250 ~ ~ _ ~ R ~ ~ I - ~I N _ PIPE ~7 _ PIPE #8- VC 64 - - PIPE #12 HIGH PT- N w ~ ~
_ a ~ - - 18 CMP 18" CMP L=100 - - - - - - - 18 CMP PIPE X15----- STA 21+90.01-- - --9 - F iil - W .J - - - - ~ - -ELEV-1254.53 ~ ~ - + ~ ~g - - ~ o - - W
- _ > - - - - - ~ J - K=14,81 - - ---18' CMP - - _ _ _ - -f--- t - ^ - N _ w STA 22+43.39-STA 0+00-STREET E Y
=w - - _PIPE #5- - - - _ - - - - r - _ _ - - ELEV-1253.32 - - C!y
30" CMP - - - - - - - - ~ m
1240 o ~ U
- - - - + o 4, ~ - - - ~ a~ VC B8 ~ 99 - _ _ _ - _ - _ a
- - - - - N c i L-40 + ~ - ~ d O _
- - - - - - ra- ± K=8.81 N a _ - - - - - - - ~ a
- j I j
1 ~ ~ n - -
-
SHEET
1220
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 4 2 OF

TEMPORARY SEDIMENT TRAP SCHEDULE ..___________REFERENCE LINE-
50 FT R/W RAD N0. DEPTH WIDTH LENGTH WEIR LENGTH LAKE JAMES ROAD - SR 1552 ~ \ \ 1200 ELEVATION S,Q
(FT) (FT) (FT) (FT) / rr 35 FT PVMT RAD I~ ~S S2
1 3.0 7,7 15.5 5.0 L - - - - r- 75 FT MINIMUM
2 3.0 6.5 13.0 4.0 ~ - - 24" CURB AND GUTTER \ NOTE: GRADE CUL DE SAC ` (SETBACK FOR ROADS F
3 3.0 11.0 21.9 2.0 N `D R W _ a - (EXCEPT STREET D) TO PLACE LOW POINT AT ~ ~~2 STA 0+00-
4 3.0 17.3 34.6 5.0 / ~ _ - PROPERTY LINE IFS • ~ STREE( A
5 3.0 11.0 21.9 4.0 ~ 6 3.0 18.2 36.3 5.0 w ~~-10'x70' SIGHT TRIANGLE D
32 FT RAD ~ 7 3.0 13.4 26.8 6.0 EDGE OF PVMT. ~ RIPRAP rsr13 ~ APRON #3 ~ TEMPORARY • H
8 3.0 16.4 32.9 5.0 C836 , PIPE #40- CONSTRUCTION a ~ PIPE #38- 18" CMP ~ -
9 3.0 9.5 t9.0 4.0 35 FT PVMT RAD TD 17 ~ w + 18 CMP ° ENTRANCE ~
t0 3.0 11.0 21.9 4.0 2.0 FT BEGIN TRANSITION TO STANDARD PIPE #23-- °o EE DETAIL) ~ - ~ 16" CMP ~ D 18 j CB35
it 3.0 9.5 19.0 4.0 ~--CURB SECTION AT PC (EXCEPT _ U
12 3.0 12.2 24.5 4.0 24" VALLEY GUTTER (TYP) STREET D) ~ PIPE #37 ~ ~ U1 N
t3 3.0 11.0 21.9 4.0 22 FT PVMT. 24" VALLEY GUTTER 2 FT (BC TO BC) CB19 ~ CB34 xi 18 CMP a, ~
t4 3.0 9.5 19.0 4.0 OFTR OFTR/W STA 7+12.27- TST 2 TS71 E-1 W C83 C632 PIPE #i-
15 3.0 11.0 21.9 4,0 / 16 3.0 11.0 21.9 4.0 \ \ / END STREET G PIPE #39- ~ O PIPE #36- D131 EXISTING 18" CMP H H Z
t7 3.0 16.4 32.9 5.0 ~ ~ CUL DE SAC DETAIL / 18° CMP 30" RCP U C7 PIPE #35- o x
SCALE: 1" = 50' / 18" CMP Gd TST 3 UI Z
TEMPORARY DIVERSION SCHEDULE SUNSET POINT -ENTRANCE DETAIL ~
SHAPE: PARABOLIC SCALE: 1" = 50' 5+00 ~ _ _ ~II PIPE #34- z 5+00 / _ _ 18" CMP H H
LINING: GRASS PER SEEDING SPECIFICATIONS ~ H
\v 0 CHANNEL TOP WIDTH DEPTH I a
N0. FT. FT. 30 PIPE #33- ~ ~ 1- IP AP CB 18 CMP N PIPE #2 x
TD1 6 0.5 18 CMP APO # CB29 ~ U ~i
6 ~ / TD2 0.6 G PIPE 22- TD3 6 0.6 P # 0 #22 CB17
~nQ 18" CMP C618 TD4 6 , - " 0.6 ~ ;MP C618 ~ D128 H
TD5 6 0.6 ~~O Q PIPE #32- ~
FAT ~ ( TD 16 TD6 6 0.6 ~ c^ 1 TD 16 ~ 18 CMP G~
TD7 6 0.3 P~ f% Z cB27
TDB 6 0.3 REFERENCE LINE- ~ PIPE #31-
TD9 6 0.3 1200 ELE1'ATION 18" CMP
F TD10 6 0.3 Q
TD1t s o.5 TD 21 TD 19 ~
rDt2 s o.5 r plpE #2g- TST 4 TST 12 12 ~ lp~po ~
TDt3 s o.3 TST 15 18" CMP STREE r mt 4 6 1 T F ~ r o.s f _ ~ r
rDt5 6 0.6 ~ -'-°--o-- - _..o,_ ~ TD 0 ~ TD 15 PIPE #30- FRAME AND FABRIC INLET P4~OTECTION
PIPE #25- ~ ~9 rots s o.s t ~ 18" CMP ~ ~ 18" CMP (TYPICAL FOR ALL BA51NS AND DROP INLETS) +a«w~~, $ ~ h
ron s o.s - _ 2~ ~ C ~ C826 ~ +r VCS' •s~'
TDtB 6 0.5 STA 14+76.57- 1 ~ r ~ ~
1 6 END STREET F ~1 + BP9 TD 9 0.6 o ~ ~ a ~ r~ .
TD2D 6 0.6 - R TD PIPE #2 ~ f ~ s~ J s FORMERLY ~ W ~ ~x
TD21 6 0.3 ~ 2 ~ 18" CMP ~ .5 N PIPE 29 . ~ • • # JAMES C GRAY 'rr~ ` r
TD22 s o.5 TST 1 ~ TD 24 18" CMP •
TD23 6 0.3 R y D 25 TD24 6 0.3 ~ ` 7- T T F ~ DB 61 PG 3 ~'`r~ ~ , .1~'~~r STA 5+05.9 S REE CB25 ~ STA 0+00-STREET G TST 4 ~ NOW 'jai"
1? TD25 6 0.3 ~ ~
TD26 6 0.3 \ p JUANITA GRAY GOODti4AN ' o S~.
Y R
°~l h TST 17 ~ h FF s r F
~ LIMITS OF
SILT FENCE \ \ DISTURBED AREA
-0 0 0 o- LIMITS OF DISTURBED AREA ~ f` ~ PIPE #20- PIPE 2
18" CMP # C624 ~ 1 B" CM
C \
\
PIPE ~ PIPE #27- W / 18 CMP 18" CMP
\ ~ CB^3 STA 14+88.49-STREET A
e ~ Zon t Min. STA 0+00-STREET F LIP~AP OUTLET PROT~TION SCHEDULE ~r
' lmPo~ '
250 - N0. d50 Dmax APRON APRON WIDTH WIDTH STA 0+00 STREET B WELL STA 0-X54.29-STREET F THICKNESS LENGTH AT PIPE AT OUTLET
o
RIPRAP APRON 4 \ ~ # 5 SILT FENCE FOR " WELL ONSTRUC110 1 6" 9" 14 16' 7, 5' 18,5'
y 2 5" 8" 12" 8' 4.5' 9.5'
TST 7 ? ~ D1 3 4" 6" 9" 10' 4.5' 11.5'
TD 6 ~ ? ti 4 4" 6° 9" 10' 4.5' 11,5'
\ C87
PIPE #11- TA 4+13.84- TST 5 WELL
18" CMP END STREET C
PIPE #17- STA 2+73- ~ SILT FENCE AT TOE OF FILL
~ 18" CMP END STREET E SLOPES AND OVER T~~P OF PIPE TD 2 ~ RIPRAP
TST 10 ~ ~ ~ ~ ~ TST 6 PI o APRON #1 0 0 ~T6 r % O i NO' O
? IM TD 12 ~ CB13 ~ 1~ 18 `PPE 10- ~ I„ ~ r ---.0 6-0 PIPE #4- ao ~ o N
~ PIPE 9- ? ~ k 18 , 1 30" CMP ~ II II M PIPE 9- ~ ~ o ~ = ~ cv # ~ \
TD 4 # _ _ \ •orn
(P ~B4. ~ - PIPE -PIPE # - \ 0 a H N o
/ ~ ~ J ~ ~ i5 i PI 7- ~ \ x O a # 30" CMP 30° CM \ x U 0 H ~W
TD 11 ~ o 1 ~ i TD 13 18 MP UW•• AH
C~ ~ C83 1 hW ;83 0 H ~
I~ TD PIPE 18- STA 12+84.24-STREET B / ~ PIPE #8- a A~
TST 11 # W STA 0+00-STREET C ,;i 18" CMP r 18" CMP ~ / ~(G 5G' RIGHT of war - a ~
W 5 SILT FENCE AT TOE OF FILL SLOPES AN OVER TOP OF PIPE ----6'---
STA 24+17.64- CB14 W / 2' 2' 2
END STREET 8 ~ TD 7 / ~ / TEMPORAPY 2'L' PAVED-
TD 14 STA 22+43.39-STREET B 1 "PER 1 ~ ~ DIVERSION 2 1/2" PE 1~4" PER FT /4 PER FT ~2 FOOT FOOT „°,J
STA 0+00-STREET E f LIMITS OF , ~ ~ / DISTURBED AREA ~1~ ZO
1 ~ ~ ,r D 8 ~ ~ EXISTING _ _ ' ~ ~ ~ i GRADE ..1 Ct
TST 9 TST 8 t r k / / ~ , 2" ASPHALT AND 6" ABC 24" VALLEY L1.
1 D 10 - .r ti, STA 18+33,17 STREET r CURB AND GUTTER ~
STA 0+00-STREET D o ~ PIPE #13- , / \ o D ~ 18" CMS i i h © H'
j TYPICAL STREET SECTION - NTS~ ~
1 - - C ST re. 0 ~ ~ Z
RE T
PIE #16 C C 8 PIPE ~12- h
18" CMP 18" CMP CONSTRUCTION SEQUENCE AND ~JAINTENANCE PLAN W N ~z~
PIPE ~15- z ~
\ 18" CMP 4 ENVIRONMEN U~ ENVIRONMENTAL AREA-NO STRU U ~ ~
1 ~ ALLOWED-M, ALLOWED-MARKED BY DUKE POWER-(TYP) T UCTION SE UENCE: h
W CONS R Q w ~
STA 2+21.22- w ~w
END STREET D y - MAINTENANCE Pl_AN: ~N. 1. PLACE GRAVEL CONSTRUCT"ON ENTRANCE H~
/ c 2. CONSTRUCT TEMPORARY SEDIMENT TRAPS cn p
1. IN.:PECT ALL EROSION ~ EROSION CONTROL DEVICES WEEKLY 3. INSTALL SILT FENCE ~
AND AFTER EACH RUN- NCH RUN-OFF PRODUCING RAINFALL EVENT ~ 4. INSTALL TEMPORARY DIVER>IONS
t0 2. RE~'v10VE ACCUMULATED 1MULATED SEDIMENT FROM 1RAPS WHEN 5. BEGIN CLEARING, GRUBBING, AND ROUGH GRADING, AND UTILITY INSTALLATIONS
HALF-FULL AND REPAIR PIPE ~14- JD REPAIR OR REPLACE RIP-RAP WHICH 6. CONSTRUCT PERMANENT CkiANNELS
la" CMP HA`.~ BEEN DISPLACED 0 PLACED OR CONTAMINATED. 7. INSTALL STORM DRAIN PIPES AND OUTLET PROTECTION
z nrrrn ~~rnr-rnTinni iin~ n ~'inni i i n r nrrni rC`Tn fll iri irn ni irnv rnn ....-..-.,-~,.-r,,... ~ . , , ,.-~T.. . T,., , ~ .
65 FT MINIMIUM STRUCTURE SETBACK j. Hr IGR vCIjC IH AVIV nN. 000000000000,0, O LINE (75 FT IF STEEPER THAN 21) ANYBARE SPOTS AND ~1 1 4. WHEN VEGETATION IS W y nvv nr1~ DLLIV L3 irAoL13nr_U, UnL-Un rvn b. INSTALL INLtI F'KU ItC;IIUN Al ALL GULVtK IJ HNU CHICFi tSHJINJ JTS AND RESEED. 9. PLACE SEED, FERTILIZER, AND MULCH ON ALL SHEET
,TION IS WELL ESTABLISHED, REMOVE ALL DISTURBED AREAS NOT TO BE PAVED.
TEMPORARY EROSION CC 20SION CONTROL DEVICES, GRADE THOSE 10. INSTALL VALLEY GUTTER /,,,ND PAVE STREET
~ ~ AREAS SMOOTH AND RE H AND RESEED.
1 OF 4

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