20050562 Ver 1_Complete File_20050401

s-c)S (0Z
North Carolina Wildlife Resources Commission 9
Richard B. Hamilton, Executive Director
MEMORANDUM
To: Cyndi Karoly, Express Permit Coordinator
NC Division of Water Quality, Raleigh
From: Steve Everhart
Southeastern Permit Coordinator
Habitat Conservation Program
Date: June 23, 2005
RE: W. R. King Construction Co., 404/401 - NWP #39 Application, Ravenwood PH2, Hoke County
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the subject application for
impacts to wildlife and fishery resources. Our comments are provided in accordance with provisions of the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et. seq.), and Sections 401 and 404of the Clean
Water Act (as amended).
The applicant proposes to provide infrastructure to a 52-site single-family home development in the vicinity of Stewarts
Creek, cast of Raeford, off King Road. Street and utility crossings, driveways, and lot fill will impact 0.3 AC of
disturbed, forested wetlands. The largest of five impact areas is 0.17 AC. Overall project size is 46 +/- AC. No direct
impacts to streams result from the project. The applicant will mitigate the impacts to forested wetlands through the NC
Ecosystem Enhancement Program and normal erosion/sedimentation control measures will be employed.
The NCWRC does not object to the issuance of permits for this project. Thank you for the opportunity to review and
comment on this application. If you have any questions or require additional information regarding these comments,
please call me at [phone].
JUN 3 0 2005
DENR - 4IATEF2 QU,?.Llrv
"ETL IVas A.0 5 raq;Hi"ER Lf2,^?"CN
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
i
...........? L
LACER
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 21, 2005 nM
U L' v D DWQ Project # 05-0562
JUN 2 o Hoke County
l.UG?
Mr. W.R. King
W.R. King Construction, Inc.
8736 King Road
Fayetteville, North Carolina 28306
DENR - WATEr,'
11'ETIANDS AND Z-;,.
Subject Property: Ravenwood Subdivision, Phase II
Hoke County
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. King:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.30 acres of wetlands for the purpose of road construction and lot development at the subject
property, as described within your original application dated March 16, 2005, and a subsequent amendment dated
May 20, 2005. The amendment was received in the Fayetteville Regional Office of the N.C. Division of Water
Quality (DWQ) on June 14, 2005. After reviewing your application, we have decided that the proposed impacts are
covered by General Water Quality Certification Number 3402 (GC 3402). This Certification allows you to use
Nationwide Permit 39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain
or otherwise comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, Non-discharge, and storm water regulations. Also,
this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAiVIA Permit.
This approval is for the purpose and design that you described in your application. If you change your project, you
must notify, us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of
stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires
you to follow the conditions listed in the attached certification and any additional conditions listed below.
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] \ FAX: [phone] \ Internet: ww.etir.state.nc.us/ENR/
An Equal Opportunity / Affirmative Action Employer - 50 % Recycled \ 10 % Post Consumer Paper
NorthCarofina
Naturally
Mr. W.R. King ?
June 21, 2005
Page 2
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Plan Location or Reference
(Units)
404 Wetlands 0.30 (acres) Road fill per plan; lot fill, lots 2,3,
&6
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best Management
Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Nfanual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification, and any
subsequent modifications, the applicant is required to return the attached certificate of completion
ti
Mr. W.R. King
June 21, 2005
Page 3
to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands,
waters, and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A sample
deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified as
appropriate to suit to this project.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ken Averitte in the Fayetteville Regional Office at (910)
486-1541, ext 722.
Sincerely,
/ 1
`&&11elco??•
Alan W. Klimek, P.E.
AWK/KA/ka
Enclosures: GC 3402
Certificate of Completion
cc: Central Files
USACE, Wilmington Regulatory Field Office
DWQ, FRO
DLR, FRO
401/Wetlands Unit
Gary Culp, Hobbs, Upchurch, and Associates
Ravnwood.hoke.401.doc
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Ravenwood Phase II c/o WR King Construction
Project Number 05 0562
Recvd From APP
Received Date 414105 Recvd By Region
Project Type Residential development
County Hoke
County2
Region Fayetteville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
NW-39 OTH O Y _0N F- 18-31-24-5 ?? 30,615. 0.24
F__o Y _0N F-f _ [_-r_ f
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 345902 Longitude (ddmmss) 790304
Comments:
cc: Regional Office
Central Office Page Number 1
Date:
To: ? - ARO
E2 FRO
? MRO
? RRO
Triage Check Dist
Project Name: Z_A'V-, T>n...? IS Jy 10 DWQ#: a 510
` ?
County: 1-x-61
Kevin B arnett
Ken Averitte
Alan Johnson
Mike Horan
From: S - [4mr\
? WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : [phone]S
The file attached is being forwarded o dour for your evaluation.
Please call if you nee&as 'stance.
? Stream length impacted '?
? Stream determination
? Wetland determination and distance to blue-line surface,.waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neese, 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? -
Xi Cumulative impact concern
?? i t?f s 2 set??. v,I I C? r? (1 y? 6n15 ?
Comments:
Ulu i nNh
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
300 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
May 25, 2005 yk
Division of Water Quality
•101 Wet.'ands Unit
1650 R' ail Service Center
Ralei?"h, 1` G 27699-1650
Re: :4 vised PCN Application
i_ ;avenwood Phase II
Hoke County, NC
D`XQ #050562
Dear Sir:
19
JUN `= "?`??`}
9,tt93 ytq 5 f ?tlA' Ir?t try u,v,?.,.?
Hobbs, Upchurch & Associates are in receipt of a letter dated May 12, 2Ct15 cc-,
t abo,,e referenced project and offer the following in response:
I ) After consulting with the Corps of Engineers (Brad Shaver i then: were :ccvera l
secondary impacts identified (See Attached Impact Map) which is r ow a,:;: iressed
on the revised PCN application (Item VI. Section 2), tl;? total lnllr:!: t is rt , x 0.30
acres.
2) Please review impact map for primary (road crossinO and seco[Jaty ")t and
A,riveway) till. It is understood that some type of deed restri,: ,'tons vill be
recorded with lot sales to protect remainder of wetland on ;it-%
3) The total primary, secondary and potential amount of impervious ; nrfacc .-ill b
api:-roximately 5.97 acres (Item XI). With a total project ar-:a of 46,15 acr„ s the
percent impervious will be 12.95% well under the 20% as set forth. in Ite-, XI of
the PCN application.
I am sending you seven (7) copies of the revised PCN application along with a leti.'r from
Ecosystem Enhancement Program stating that they would accept payment for 0 acres
mitigation at what ratio the Corps applies.
]'lease rt:view this new application with other attachments and call with anv quest cn.
Sincerely,
HOBBS, UPCI- URCH & ASSOCIA",1?S, P
? ? 1?
J. GaryCulp, P! S
Southern Pines, NC • Telephone [phone] Fax [phone] • e-mail: [e-mail]
Myrtle Beach • Nags Head Raleigh • Charlotte 9 Beaufort
JUN ? 7005
Office Use Only:
USACE Action ID No.
oENR - WAtEt;?1Ea arzAtrcFl
DWO No.

Form Version March os
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit 0 Riparian or Watershed Buffer Rules
? Section 10 Pcrmit Isolated Wetland Permit from DWQ
401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nlr-i one :i d erm-it 39
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: B
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:_ W. R. King Construction, Inc.
Mailing Address. 8736 King Road
Fayetteville, NC 28306
Telephone Number. 9t n-t,2A-1t t g Fax Numbcr._ 910-425-3047
E-mail Address:
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:
Company Affiliation:
Mailing Address:
%;r-.i„rune ivumder:
E-mail Address:
Fax Number.
Page 5 of 12
in. 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,
the
so long as the property is clearly defined. For administrative and distribution purposes,
USACE requires information to be submitted on sheets no larger than I I by size construction
however, DWQ may accept paperwork of any size. DWQ pt
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: Ravenwood Phase II
2. T.I.P. Project Number or State Project Number (NCDOT Only): x/n
3. Property Identification Number (Tax PIN):}945
4. Location
County: Ilok_ Nearest Town: Raeford
Subdivision name (include phase/lot number): Ravenwood
Directions to site (include road numbers/names, landmarks, etc.):- from Rneford US401
Bus e to S.R. 1406 Rockfish Road S.R. 1406 to S.R. 1425 (King's
Andover Road to site
Road S.R. 1425 to Andover Road,
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Dimal Degrees (6 digits minimum): 34059'02 8399 °N 79003'04.0262" °W
6. Property size (acres): 46.15
7. Name of nearest receiving body of water: Stevart's Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:l/ 12o.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: Re-cent l timbered woods land
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Read[dent al
--RtihMu1a1nn (57 single family lots) storm ?ewer_ water lines and
street ins allation back hoes, graders, trucks, and bulldozers
11. Explain the purpose of the proposed work: Provide infrastructure to new 52
single family lot subdivion
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. Jurisdictional -determination, PCN, March 15, 2005 - DWQ
Project No 050562
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.
NJA
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. Each impact must be
listed separately m the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
1. Provide a written description of the proposed impacts: ter, .,,,a „ri l i ti e-q
crossings, driveways; lot fill for new subdivision (See Attached Impact
Map)
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, floodin g, ditching/drainage, etc. For dams

se aratel list "pacts due to both structure and floodin
. ,
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g, forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
cs/no linear feet
adin fillin Forested No 1900 0.17 A
3 radin fillin Forested No 1700 0.03 A
4 radin fillin Forested No 2100 0.02 A
5 grading/filling Forested No 2250 0.01 A
I Total Wetland Impact (acres) 0.30 1
3. List the total acreage (estimated) of all existing wetlands on the property: q.?c,,,s
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide b 43,560.
Stream Impact Average Impact Area of
Number Stream Name Type of Impact Perennial or
Intercnittcnt? Stream Width Length Impact
indicate on ma Before Impact (linear fertl
I Total Stream Impact (by length and =cage) - ,
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation- dre-dninv_ flnnd;no
Open
Water Impa-ct
umber
3ite N
indicate m m
-( on Name of Waterbody
(if applicable) Typc of Waterbody
Type of Impact (lake, pon o estuary, sound, bay. Area of
Impact
acres

Total Open Water Impact (acres)
Pagc 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act acres
Wetland Impact (acres): 3
Open Water Impact acres
Total Impact to Waters of the U.S. acres N/A
Total Stream Impact (linear feet : N/A
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
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., darn/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.):
Current land use in the vicinity of the pond:
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.bf 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.- only one access point to
property was available (crossing- 11) after entering, the property, road
nd utilities crossed at narrowest point on wetlands. Access to lots
a
2 & 3 ayi± to be 10 single lane drives-
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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.htm1.
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.
Nnrrh Carolina Ecosystem Fnhundement and Program (See Attached
Arcentance Letter dated 5r-10-05) -'
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us; w /index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):_NIA
Amount of buffer mitigation requested (square feet): NIA Amount of Riparian wetland mitigation requested (acres):_ N/A
Amount of Non-riparian wetland mitigation requested (acres): 0.30 Ac
Amount of Coastal wetland mitigation requested (acres):_ N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No ?R
2. 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 ?
3. 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 E] 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "ryes", 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 multi Tiers.
Zone* Impact Multiplier ffcahamnnel; uarc fat 1 3 (2 for Catawba2 1.5
Total
• Zoae 1 extcads out 30 feet perpendicular from the top of the near extends an
additional 20 feet from the edge ofZone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. N/A
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwatcr controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. 52 dwelling - 52x 2000SF= 2.36 acres,
52 dwelling entrances - 52 X 1000 SF = 1.19 acres, streets asphalt -
2.40 acres Total = 5.97 acres, Total Site 46.15 acres - impervious =
12.9472 stormwater and erosion control shall be controlled using se iment
XI1. Sewage Disposal (required by DWQ) traps, diversion swales and seeding.
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.
Non-discharge septic tanks
XIH- Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes El No 0
Is this an after-the-fact permit application? Yes ? No ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
httn://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
.S'
Applicant/AciATSignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
- - - 'r n-7c nni rt_7fA Z
05-10-'05 14:42 FROM-DENR-EEP 9197152219 T-075 P02 U-203

Iyfk?r4. -,
IV- stern 3-
PROGRAM
May 10, 2005
W. R. King
King Construction, Inc.
8736 King Road
Fayetteville, NC 28306
Project: Ravenwood Phase If
County: Hoke
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 40414011CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that will be mitigated are summarized in the following table. 12i ver Basin Wetlands
Cataloging
(Acres) Stream Buffer Buffer
Unit (Linear Feet) Zone 1 Zone 2

Ca
e Fear Ri arias Non Ri arias Coastal Marsh
0 Cold Co m
:2
E (S q. Ft.) (Sq. Ft.)
p
03030004 0.30
0
0 0
q
0
o
n
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:I ratio. (buffers, Zone I at a 3:1 ratio and Zone 2 at a 1:15 ratio). The magnitude of the compensatory mitigation
will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The mitigation
will be performed in accordance with the Memorandum of Understanding between the N. C. Department of Environment and
Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
ram D. Gilmore, PE
cc: Cyndi Karoly, Wedands/401 Unit Director
Brad Shaver, USACOE - Wilmington
Ken Averitte, DWQ Regional Office - Fayetteville
File
RP.SOYG?i?... .. >flYDi':?C.tl, Ou,Y State '
RC-ft- R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Cantor, Raleigh. NC 27699-1652 / 919-715-0476 / wvvw.nceep.net
Al , 71; Vc
, '4A
NCDENR
North Carolina Department of Environment and
Michael F. Easley, Governor
W.R. and Mary N. King
W.R. King Construction, Inc.
8736 King Road
Fayetteville, North Carolina 28306
F'' r
C
Natural Resources
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 12, 2005
€? pony
MAC ?
Ft-WP,tER? P?P?B?.yCN
?aaos ?° sSot?
Re: Application for 401 Certification, DWQ Project No. 050562
Ravenwood Subdivision, Phase II, off King Road
Hoke County
Dear Mr. and Ms. King:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed that it lacks necessary information required
for making an informed permit decision. The permit application was deficient in the following areas:
The project application indicates that the footprint of the wetland impacts will total 0.24 acres.
Conversations with Mr. Brad Shaver of the US Army Corps of Engineers (COE) indicate that this
number may actually be amended. In that case, this office requests that a modified request be
submitted reflecting the actual acreage of wetland impacts proposed for this development.
The plans as submitted show substantial areas of wetland on several of the lots within the
development. In order to address cumulative impacts, we ask that you identify any future fill areas that
may be necessary to make these lots usable. Specifically, lots 1, 2, and 3 will likely require fill for a
driveway and building pad. Lots 6, 7, 9, 10, and 11 also contain significant wetland areas. Should
wetland fill be required for these or any other lots, this acreage must be identified and these areas
included in a single permit application with the road crossings. Also, please anticipate a 401
Certification condition requiring covenants or deed restrictions to prevent future filling of any
remaining wetlands within this subdivision.
In section XI of the application, you indicate that the project includes 2.4 acres of impervious surface,
specifically roadways. On a 46.15 acre site this would equal approximately 5% of the site. Prior to
issuance of a 401 Certification, we ask that you calculate the total projected impervious surface within
this phase of development, including roads, driveways, rooftops, outbuildings, etc. Should this
number exceed 30%, it is likely that additional measures may be required to manage and treat
stormwater on the site. Please provide calculations to support your response to this request.
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043 One
Phone: [phone] \ FAX: [phone] \ Internet: ww.enr.state.nc.us/ENR/ NorthCarolina
An Equal Opportunity / Affirmative Action Employer - 50 % Recycled \ 10 % Post Consumer Papcr ;Vaturallif
Mr. and Ms. King
May 12, 2005
Page 2
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place this permit application on hold
until these issues are resolved. Furthermore, until the information is received by the NC Division of
Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers place the permit
application on hold.
Once these issues are resolved fully, we can work together to expedite the processing of your permit
application. If you have any questions or require additional information, please contact Ken Averitte
910-486-1541, ext. 722.
Sincerely,
,&" I qf?xlvro
Belinda S. Henson
Regional Supervisor
Surface Water Protection Section
cc: DWQ Fayetteville Regional Office
US Army Corps of Engineers Wilmington Field Office
File Copy
Mr. Gary Culp, Hobbs, Upchurch, and Associates
Cyndi Karoly, 401/Wetlands Unit
Division of Land Resources, FRO
Wrrking.raven wood.hoId
Triage Check List
Date: n Project Name: ] W n 1 ?t ?Jq Sc 2-
DWQ#: O ?TO -26 Z
a? County: d??
LI j J?
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Mike Horan
From: Al ' - >
Telephone : (919) ?7 / 5- • , 39?'S_
The file attached is being forwarded to dour for your evaluation.
Please call if you need assjstance.
1
? Stream length impacted °L
? 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
?f1/I
Comments:
22 1
0

06r)`J' ?
?RANsNaa?TAL
Hobbs, Upchurch
& Associates, P.A.
Consulting Engineers
P.O. Box 1737
300S. TV. Broad Street
Southern Pines, North Carolina 28388
[phone] FAX [phone]
E T
1
\t
PA i ?,1 E
TO: Division of Water Quality HUA PROJECT # 1
1
,
HC 0503
401 Wetlands Unit RECEIVED
1650 Mail Service Road
Raleigh, N.C. 27699-1650
FROM: Gary Culp HUA FILE NO. # HC 0503
11obbs, Upchurch & Associates, P.A.
DATE: March 17, 2005

RE: PCN Application
Ravenwood Phase II
Hoke County, N.C.
MESSAGE: Enclosed please rind the PCN for the above referenced project alo ng with other design
information for your review. If you need any further information or if I can be of any
further assistances please call [phone].
Thanks
Gary Culp
?J
APR 12005
GE I?;DSTG ? 2 E' Ao,:?H
c: lmy d6cuments1hc0503pcn.doc
. L ?
EN T
n ? s.
Office Use Only: Form Version Fcbrua 1 2004
APR 1 7009 Q 0 J
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not'Applicable" or "NIA".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
[21401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 39
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts (verify availability with NCEEP 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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: W. R. Kinn Construction. Inc.
Mailing Address: 8736 King Road
Fayetteville, NC 28306
Telephone Number: 9101424-3119 Fax Number: 910/425-3047
E-mail Address:
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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
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: Ravenwood Phase II
2. T.I.P. Project Number, NCMA or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 494840101004
4. Location
County: 110ke Nearest Town: Raeford
Subdivision name (include phase/lot number): Raven wood Phase II
Directions to site (include road numbers, landmarks, etc.): from Raeford, US401 Business
to SR 1406 (Rockfish Road) Sr 1406 to SR 1425 (Kings Road), SR 1425 to
Andover Road; Andover Road to site
5. Site coordinates (Lat/Long; D/M/S format):_ 34059-02.839q! 79003'04.0262!'
(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): 46.15 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Stewarts Creek
8. River Basin: Cane Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.st ite.nc.tis/,idmin/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:_ Recently timbered woods land
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Resld n ial
subdivision (52 side family lots), storm sewer, water lines and street
installation, back hoes, graders, trucks, and bulldozers
11. Explain the purpose of the proposed work: Provide infrastructure to new 52
single family lots subdivision
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.
Jurisdictional determinations only (see attached map)
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.
N/A
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: street & utilities crossing
for new subdivision
2. Individually list wetland impacts below:
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***
1 grading & fil l 0.17 No 1900, Forested Wetland
2 grading fil 0.07 No 1650' Forested Wetland

I
• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, ctc. 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 arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at hM://www.femi.rov.
••• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, cte.) 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: 5.61 acres
Total area of wetland impact proposed: 0.24 acres
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)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
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/straightcning, 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.uses.eov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., www.topozone.con
www.mapqucst.com, ctc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
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:
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

acres
Name ofWaterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean etc.

.II L cUWI uupact bepaiaLCIY anu toenury temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Only on access point to 1?roperty was available (Crossing. #l)
After entering the property, roads and utilities crossed at narrowest
point on wetlands
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.
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 NCEEP 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/newetiands/stnngide.htm].
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 casement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Due to the small impact created by the project the owner would like
to investigate the option of no mitigation. If mitigation is required
the owner would like to use land conservation swap for mitigation.
Deed property east of project along Stewart's Creek to a land trust,
maybe Sandhills Area Land Trust.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP 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
NCEEP, check the NCEEP website at htip:/hvww.nccel2.net . If use of the NCEEP is
proposed, please check the appropriate box on page three and provide the following
information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
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 Q
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 V
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* Impact
(square feet /acres Multiplier Required
Mitigation
1 3
2 1.5
Total
Lone 1 extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
Zf buffer mitiptiori is required, please discuss what type of nutigation is proposed (i.o., Donation
a f Property, Conservation ant, Riparian Buffer Restoration / Enl=ccment, Preservation or
Faymtmt into the Riparian Buffr r Restoration Fund). Please attach all appropriato information as
Hetuified within 15A NCAC 2B .0242 or .0260.
?a_ itorinwater (required by DWQ)
Dzicribe impervious acrea$n (both existing and proposed) versus total acreage on tba site,
Discuss stormwatar controls proposed in order to protect surfaco waters and wetlands
,iownstn= from the vm.=ty. n 6 ?S
T'bis project huss 240 ria of s eet? /z?yh?lt - t ot11 ?r?„?g -
ac eo . Store inter and erosim cunt=vi ubaal b4 controlled
wing rodfruintrtsa a.-V- e_ &ectod in a?cdanduit ?tQ= and?d.cchar$ed an per csttarba atorm 13 M Sewage rsl,osa eti Y t pl=ts.
Cl=ly cletaii the uld=tc treatment methods and disposition (a=-discharge or discharge) of
wastewater oencmted from the proposed proj mt, or available capacity of the subject facility.
-d; cfv a ze tic tranks
XYIL violations (rehired by DWQ)
Is tbig site in violation of DW Q Wetland Rules (15A, NCAC 2H .0500) or any Buffer Ru1e37
Yes [] No El
is this au. der-the-fact permit application?
yes ? No
=V. Other Curcumstance3 (Optional):
It is tha Vplicant,? responsibility to submit tho application suffeienily in advataco of desired
com_auc oa dates to allow processing time for these permits. However, 'an applzc Ont may
choose to list constraints associated with construction or saquanciag that may impose limits 02
Work schedules (e.g., draw-down schedulea for lakes, dates associated with Endartg=d and
Threatened Species, accessibility problems, of other issues outside of the applicaintk contovi):
111 A
APplirant/Ag s Si aturo 11 Date
(A•gent? signature is valid only if an authorization letter from the applicant is provided.)
Page 17 of 12

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
A....l:.,.,.,t. txI n Tl;n.. rr --A AA.,. V.-- 17:1o Tr.,.«t.o.. 7nncnnI -7n FT--,-- 17 L -)MA
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200500170 County: Hoke U.S.G.S. Quad: Parkton
NOTIFICATION OF JURISDICTIONAL DETERMINATION D E C OF, 2004
Property Owner/Agent: W.R. and Marv Kind (Owner) Hobbs,Upchureh,& Associates (Gary Culp) i
Address: 8736 Kine Road P.O. Box 1737
Fayetteville, NC 28306 Southern Pines, NC 28388
Telephone No.: 910424-3119 910-692-5616
Property description:
Size (acres) 46.15 Nearest Town Rockfish
Nearest Waterway Stewarts Creek River Basin Cape Fear
USGS HUC 03030004 Coordinates N 34 59 13 W 79 03 04
Location description The property is located northeast of the intersection of SR 1406 & SR 1425 and southeast of i
Rockfish, Hoke County.
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified on the plat venerated by Hobbs, Upchurch & Associates titled W.R. Kine,.Ir. and wife,
Marv Kin dated revised December 1, 2004.. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Page 1 of 2
r •1 .
APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
)rovide new information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
egarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
D (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
aformation for further consideration by the Corps to reevaluate the JD.
-ECTION 11 - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
:EASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
bjections to an initial proffered permit in clear concise statements. You may attach additional information to
tis form to clarify where your reasons or objections are addressed in the administrative record.)
DDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
,emorandum for the record of the appeal conference or meeting, and any supplemental information that the
:view officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
ay add new information or analyses to the record. However, you may provide additional information to clarify
e location of information that is already in the administrative record.
XNT OF CONTACT FOR QUESTIONS OR INF ORMATION:
you have questions regarding this decision If you only have questions regarding the appeal process you
:d/or the appeal process you may contact: may also contact:
-ad Shaver Mr. Arthur Middleton, Administrative Appeal Review Officer
:gulatory Specialist CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
0. Box 1890
ilmington, NC 28402-1890 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
GHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
vernment consultants, to conduct investigations of the project site during the course of the appeal process. You
11 be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
iesti ations.
Date: Telephone number:
;nature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

Page 2 of 2

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND.
REQUEST FOR APPEAL.
Applicant: W.R. King, Jr. and Ma Kin File Number: 200500170 Date: 12-6-2004
Attached is: D See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at littp://www.usace.army.mil/inet/functions/cw/cecwo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
nermit_ includine its terms and conditions. and aaoroved iurisdictional determinations associated with the permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may request that the permit be modified accordingly. You must complete Section II of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
nust be received by the division engineer within 60 days of the date of this notice.
•1 .
'): APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
)rovide new information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section 1I of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
egarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
D (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
aformation for further consideration by the Corps to reevaluate the JD.
-ECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
:EASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
bjections to an initial proffered permit in clear concise statements. You may attach additional information to
tis form to clarify where your reasons or objections are addressed in the administrative record.)
DDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
temorandum for the record of the appeal conference or meeting, and any supplemental information that the
.view officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
.ay add new information or analyses to the record. However, you may provide additional information to clarify
e location of information that is already in the administrative record.
XNT OF CONTACT FOR QUESTIONS OR INF ORMATION:
you have questions regarding this decision If you only have questions regarding the appeal process you
td/or the appeal process you may contact: may also contact:
.-ad Shaver Mr. Arthur Middleton, Administrative Appeal Review Officer
:gulatory Specialist CESAD-ET-CO-R
0. Box 1890 U.S. Army Corps of Engineers, South Atlantic Division
ilmington, NC 28402-1890 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
GHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
vernment consultants, to conduct investigations of the project site during the course of the appeal process. You
11 be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
iesti ations.
Date: Telephone number:
,nature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

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LABELS 'B"
LABELS 'A"
L110 q
L109
L108
L107
LI06
L105
LID.
L103
L102
/
001
LIDO J
L98
We IW' ?-0J0 -'AID
I•
y?
A9 A30
M1 !
h w AS
?B A32 A40
1 A7AS -
EIP
A5 A33 A39
R :.
AJS
,p tl
5 ry 1 I t,/
A4
1 I J A3 EI
AI/C1 ..
LLO A39-AI I
o I JERRY C. BECKMAN ECM -C3 A35-A I I I
I I
1 D8 386 PC 655 LIIXC2 \
I I KIMBERLY COIDRICH RAVENWOOD
\ \ SUBDIVSIONI
I
340 MP
S
\
I DO 404 PC 928
-387 T3 ? 3 ,
L
\
-7 j I
--I
?
\ IfI
1\
\` I ! 1 I
\
LEGEND
0 EN D=NC ANGLE IRON
0 ECM DUSTING CONCRETE MONUMENT
0 EH DUSTING IRON ROD
0 EP EXISTING IRON PIPE
- - - - ROAD RIGHT-OF-WAY
-------- ADJOINING PROPERTY LINES ry p O (?
PROPERTY BOUNDARY I?JI 4rz w?
62
J 404 WETLANDS V

J. curr aAP
h= ( f l ASSOM7a PA
S
H
R
OUT
ERN
NNES, X.28387 Ga1?tDit164C71?rrXfgR,?p?
[phone] SCUTNM PINES. NC
L50
L49 -
L48
L47
L46 -
L45
L44 ?\
1 12 Y 13 /
\\ 10 ( IT I / /
RAVEN HILLS SUBDIVISION
MO 6 PC 58
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS
OF THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S.
94CLUOINC WETLANDS REGULATED PURSUANT TO SECTION 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED
RECU+aT10NS. THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RZIEO UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OR ENGINEERS wET ANO DELINEATION MANUAL.
SIGNATURE
C 59 ? ?• ?
? •i
CENTERLINE INTERSECTION ;
klZ ROAD (SR. 1425) 4
AND STEWARTS CREEK
1• J. GARY CULP. HEREBY CERTIFY THAT THE WETLANDS BOUNDARY DEFICTEO ON
THIS MAP IS THE RESULT OF A FIELD SURVEY MID/OR MEASUREMENTS. CONDUCTED
BY HOBBS. UPCHURCH AND ASSOCIATES. P.A.
L4'"1 }A CARCZ •
51 . TURE '?- (Ro
7 0 i
t l• 2 3• C- ! 4 SEAL s
PATE L-2950 N T
5?
?
y
1F
Q
I, J. CARY CULP. HEREBY CERTIFY THAT THE WETLANDS DELINEATION SHOWN
ON THIS MAP REPRESENTS THOSE AREAS THAT WOULD BE DEFINED AS 404
JURISDICTIONAL WETLANDS BASED UPON THE BEST OF MY KNOWLEDGE.
EXPERIENCE AND FIELD INVESTIGATION.
TURE
NOT TO SCALE
5 11
0

MARGARET W. NEWTON
DO 2762 PC 93
P ALEXANDER PATE
DO 3573 PC 142
WARREN PAUL BASNICHT
DO 5475 PC 134
WARREN PAUL BASNICHT
DB 5515 PG 366
--------------
WARREN PAUL BASNICHT
OB 5512 PC 368
SITE
HoAr
CC41YlY
l
VICINITY MAP KTS,
TRLE REFERENCE
DEED BOOK 90 PACE 159
HONE COUNTY RECMTRY
BOUNDARY
AREA INFORMATION
46.15 ACRES
( 10 \\ 9 1 8
I II ??
I gNCSW000 SUBDMSION
Jessie k JWt-l H;; rta-n
I I D8 4698 PC 260 I
I ILot 110 M'Khoel k Cynlh;o Free I
I I 08 5539 PC 346
I ILot III Kenneth & Donna Pope)
1 L- L DID 5144 PC 331--J
WETLAND SURVEY FOR
W.R. KING, JR.
and wife, MARY KING
NcLAUCHIIN TOWNSHIP
HOKE COUNTY NORTH CAROLINA
OCTOBER, 2004 SCALE 1"=200'
REVISED: DECEMBER 1, 2004
GRAPHIC SCALE
(TN PEST )
L Loeb - 200 rt SHEET 1 OF 2
JIB 1 /`..,
11005
"f
LINE TABLE
LINE TABLE LINE TABLE LINE TABLE LINE TAB LE
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
L1 170.87' N 68'19'42" E L29 16.74' S 64'27'19" E L57 33.78' S 08'23'08" W L85 47.41' N 01'23'00" E
L2 69.71' N 68' 19'42" E L30 21.03' N 31'54'22" E L58 53.39' S 03'52'34" E L86 48.09' N 23'02'38" W
L3 59.20' N 68'19'42" E L31 40.59' N 66'30'47" E L59 34.24' S 29'53'48" E L87 42.44' N 27'19'00" W
L4 18.69' N 68'36'15" E L32 39.79' N 55'12'01" E L60 49.10' S 14'26'07" E L88 27.81' N 01'19'20" W
L5 16.61' N 81'37'54" E L33 32.86' S 83'19'19" E L61 32.19' S 20'47'25" E L89 53.93' N 07'03'26" E
L6 256.84' N 82' 13'37" E L34 19.89' S 58'01'20" E L62 45.03' S 13' 11'05" E L90 34.79' N 56'50' 17" E
L7 154.57' N 82'13'37" E L35 60.55' N 69'01'51" E L63 41.38' S 19'46'05" E L91 43.13' N 02'40'11" E
L8 179.94' N 82' 13'14" E L36 40.31' N 43'44' 10" W L64 46.60' S 30'47'33" E L92 30.29' N 15'25' 16" E
L9 110.39' N 82' 13"14" E L37 21.46' N 34' 10'33" W L65 54.25' N 74' 11'24" W L93 35.52' N 40'06'35" W
L10 181.03' N 82' 13'14" E L38 53.75' N 50'39'41 " W L66 33.27' S 86'47'30" W L94 30.42' N 12'22'47" W
L11 26.70' N 82'13'14" E L39 40.72' N 35'33'06" W L67 19.36' N 31'53'48" E L95 25.87' N 00' 15'01 " W
L12 109.92' S 82'22'42" W L40 69.27' N 43'24'19 " W L68 23.93' N 31'24'44" E L96 17.10' N 00' 15'01 " W
L13 189.01' N 58'23'00" W L41 62.78' N 46'07'57" W L69 24.54' N 72'56'51" E L97 9.53' N 46'49'01" W
L14 17.77' N 59'53'52" W L42 51.41' N 19'54'43" E L70 37.90' N 80'28'54" E L98 22.66' S 44'44'34" E
L15 77.25' S 64'29'31" E L43 40.41' N 12'50'29" E L71 33.97' N 35'46'10" E L99 29.16' N 40'53'23" W
L16 35.50' S 60'01'17" E L44 40.66' N 43'21'08" E L72 37.88' N 35'17'33" E L100 32.93' N 44'49'49" W
L17 50.54' S 80'29' 10" E L45 58.47' N 44' 12'32" E L73 65.32' N 45'32'00" E L101 39.15' N 49'20'42" W
L18 30.47' S 45'02'50" E L46 59.43' N 58'50'51" E L74 46.95' N 37'12'07" E L102 33.42' N 39'38'02" W
L19 48.29' S 64'12'30" E L47 62.39' N 14'07'04" E L75 36.20' N 38'19'21" E L103 31.10' N 44'52'28" W
L20 42.10' S 44'58'03" E L48 36.18' N 01'06'59" E L76 34.63' N 20'25'33" E L104 35.24' N 53'27'22" W
L21 39,49' S 58'05'28" E L49 37.44' N 14'39'35" W L77 33.62' N 24'24'22" E L105 21.44' N 35'54'34" W
L22 42.51' S 45'45'35" E L50 6.06' N 65'36'42" E L78 41.32' N 09'06'16" E L106 33.28' N 49'14'14" W
L23 32.70' N 89'54'41" E L51 34.12' S 00'05'58" W L79 41.24' N 10'16'49" W L107 32.84' N 68'27'15" W
L24 43.73' S 59'16'36" E L52 50.12' S 20'29'45" E L80 46.36' N 03'36'56" E L108 48.73' N 68'27'02" W
L25 33.56' S 46'12'56" E L53 44.04' S 05'00'51" E L81 38.93' N 02'44'22" W L109 63.96' N 53'23'09" W
L26 52.30' S 36'23'50" E L54 47.61' S 09'22'40" E L82 50.92' N 14'53'56" E L110 50.56' N 70'04'16" W
L27 43.14' S 72'56'23" E L55 37.31' S 00'00'03" W L83 44.66' N 16'45'08" E L111 29.62' N 56'08158
1 ?
wl
L28

LEVEYO J. C Rr
J. c
aoo S.W. BROAD srNEEr
SOUTHERN PINES, 0.C.
[phone] 30.93'

8387 S 61'31'06" E L56

= (a'f f &A,
'lA1F$

Ga"fi,UWBv3Wr&ndafiWlt7?7
SO?N mm ? PA 49.54' S 14'55'21 E L84 49.59' N 17'10'18" E
WETLAND SURVEY FOR
T.R. KING, JR.
and wife, MARY KING
1dcLAUCHLIN TOWNSHIP

ORTH CAROLIN
HOKE COUNTY A
OCTOBER, 2004 SCALE ROLIN'
SHEET 2 OF 2
QJ
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A A
FOR
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HOKE COUNTY, NORTH CAROLINA CCU
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VICINITY MAP
C-3
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C-5
C-6
C-7
C-8
C-9
COVER SHEET
OVERALL DEVELOPMENT PLAN
ANDOVER ROAD PLAN AND PROFILE
STA. 5+12.07 THRU STA. 18+00
ANDOVER ROAD PLAN AND PROFILE
STA. 18+00 THRU STA. 24+99.65
TRAVEN COURT PLAN AND PROFILE
STA. 0+00 THRU STA. 3+77.29
AFTON LANE PLAN AND PROFILE
STA. 0+00 THRU STA. 10+97.41
BONNEY COURT PLAN AND PROFILE
STA. 0+00 THRU STA. 5+55.76
SITE AND DRAINAGE DETAILS
EROSION CONTROL DETAILS
NOTES AND UTILITY DETAILS
o o Hobbs, Upchurch & Associates, RA,
995 0 Consulting Engineers, Surveyors & Land Planners
Southern Pines, North Carolina 28381
i' UPC 300 S.W. Broad Street, Southern Pines, North Carolina 28387
Phone: [phone] - Fax: [phone]
MARCH, 2005
REVISIONS
SY1R. DESCRIPTION CATE Bt ,,
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JERRY C. BECKMAN E 100388.76 6 RAVENWOOD RA 20
I DB 386 PG 655 SUBDIVISION
RA 20 I KIMBERLY GOIDRICH SL. 340 MP. 3 -
OB 404 PG 928 TBM - EIP RA 20
SL 387 MAP 001 EL 94.08
/ TRACT 3 N 9849.93
lf/ RA 40 E 10128.66
am FEB.. 2005
GRAPHIC SCALE mw
d EDW
6, E; ii Dm
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XIST]NG ANDOVER 80AD C-1
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cz cc ASSEMBLY (TYP.) REVISIONS
SYN. OESLAVYf10N
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NOTES

' TEMPORARY

DIMENTOIME2' TRAP #3
7 SEDIMENT TRAP 11 SEDIMENT
'
'
'

0
( o
n
3 h n

1 THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
TELEPHONE CO q Og 10
Wx44
Lx2
DP
WITH A 4' WEIR WITH A324' WEIR IWEIR 1 Na
ri °yd

., AND MOORE COUNT PUBLIC UTILITIES (FOR
WATER AND SEWER

Cl #5
1

0 o+?
LINES) FOR THE EXACT LOCATION OF All
UNDERGROUND MAINS CBLES OR LINES BEFORE CONSTRUCTION
BEGINS. 'NC1-CALL' 1-800632-4949 TC 94.15 4 TEMP. CULVERT
INV. 89.34 q OA PROTECTION !; U CI is

2 PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION TBM - ANGLE IRON
41 FES J2
EL 89 b TC 100.29
/ T 94
21
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS .
N 10064.74 TC 69.50 .
@JJ 4
O d cz
.
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF E 10048.76 / - - CI a

SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 1
_ 90.40
IN1 INV. 93.49 3

WATER
y o
(INCLUDING 0 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
FORCE MAINS AND WATER MAINS
IF THESE - - r. 25'R(TYP.) a Gq SERVICE (TYP.) X
w a F'
.
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE 12, 1 I
I
/ t
? N

WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
E N 1 100660066.5.522
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+ ti?
i 10220.66 •?
0
E 10089 Q6
ro
•`•
3
GRAPHIC SCALE
: e .m o n
v `
Q ` o

FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
?DrVERSION TEMPORARY

WILL BE MADE AT DUCTILE IRON P
i

?i
i 1t ?
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a u WALE (TYP.) G
TC 101
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Cl 13 ? INV. 94.86

TC 94.25 2? Y"Y00
+

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2
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INV. 89.16 .
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TC 85.50 TEMPORARY
SEDIMENT TRAP 12

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E 10128.66 INV. 89.25
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\ E 10369.17 Z V
N 9819.u /
E 10168.52
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D
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ti
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ace 20
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q ca PROTECTION (TYP.) @
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y
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m h
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r
°
Of m
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+ HIGH POINT ELEV - 10629
CONNECT NEW I' START EXTENSION OF
6'PVC WL TO ANDOVER ROAD HIGH POINT STA = 13+83.35 w
W =
EXISTING 6' WL STA. 5+12.07
I PV STA = 13+30 F

AT STA. 5+40f 1
N 9684.06
PIA ELEV = 107.00
PJI SEA = 1
0 0
O

0429.24 o A.D. _ -7.70 G4.
Pd ELEV = 104.00
?
K=19.49

' A.D.--5.11
ZN
VC
N 150.00 K = 29.35 ?-
Q
LOW POINT ELEV - 93.87 w 150.00' VC +
LOW POINT STA = 10+61.16
o e ^
PYt STA = 11+25 w.f N o-
o
LOW POINT ELEV = 9220
z N
n + e
PVI EIEV = 93.50 ?.f+oe °°, a o ,o 11
N m LOW POINT STA = 18+54.48
-
=-7TT W>=zN a o5n c7A_._18+25

110 o > . m w
21.08
° o ° Fm ELEV = 90.60
U o . _ . AD. = 9.62 119
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K - 20
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105
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a:
REVISIONS
SYY. DESCRIPTION DATE BY
HJ
?

NOTES:
k °
p
1 THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., o
4 d
TELEPHONE CO.. AND MOORE COUNT PUBLIC UTILITIES (FOR pr
WATER AND SEWER LINES) FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
'
'
1-800/632-4949
8EGINS.
NCl-CALL
EMPORARY
EDIMENT TRAP 15 6 TEMPORARY
5'W.56'Lx2'DP CI 17 DERSION
Q 2 PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
C8
A 4' WEIR
ITH
9 SWALE
(?')
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS.
a
TC
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E Io1so
01
1 FIRE HYDRANT
cg ASSEMBLY (TIP.)
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18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND

R
o

FA
.
Cg PROTECTION /
0? 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWE
AND WATER MAINS
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TC 85
50 W (
)
.
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE N
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R
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WILL BE MADE AT DUCTILE IRON PRICES. pp?
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SEDIMENT TRAP 14 1 4`
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WITH A 6' WEIR sr 44 3 y
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34

N 10604.06
E 10855.95
am C3 C7 3 WATER

W C9 SERVICE (TYP.)
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Q)
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GRAPHIC SCALE ?

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PVI STA = 20+90 0
PIA ELEV = 99.00 W
AD. _ -2.81 ( IN FJMT _
K = 71.06 1 inch - 60 R O
200.00' VC
QO
Z
o
Q
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LOW POINT ELEV - 92.20 v
LOW POINT STA - 18+54.38 p Q

110 PVI ELEV ='90.0
AD
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62 _p<m
w0ow i w
110 (n
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K = 20.79 :3 ^I D?+
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25+ -
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d.
REVISIONS

NOTES• SYN. ?OESCRiMION ELATE BY
NN
OJ2*? `
Q7
1 THE CONTRACTOR SHALL CONTACT THE POWER CO., CAS CO., N a 1
S
TELEPHONE CO., AND MOORE COUNT PUBLIC UTILITIES (FOR
WATER AND SEWER LINES) FOR THE EXACT LOCATION OF ALL SW0 11
LV
UNDERGROUND MAINS, CABLES OR LINES BEFORE CONSTRUCTIO
'
' N °b bd o
BEGINS.
NCI-CALL
1-800632-4949

6 TCL!^O k" RPRAP VELOCITY
5
: 2 PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
f+;L1 EE "- N rN-D: 12 1' ZhLS ?LRT,CAL
SEFA;,A---N
DIVERSION
a Ce D
S&PATOR #3
i
a C7 .
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS.
SWALE (TYP)

TEMPORARY INLET
USE CLASS A
RIPRAP
U
USE CLASS A
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF

ct

TEMPORARY
CUL
DE

R1?J
c. PROTECTION (TYP.)
TEMPORARY
7 SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER ?
a c
-
-SAC , (
0,
C 38'R - 67ABC + 1- 7J77a

'
?A1 X7092 m 1 M 800

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INV. 994.25 SEDIMENT TRAP 6
a C7 20'Wx5O'Lx2'DP

WITH A 8' WEIR (INCLUDING
SEPARATIONS CANNOT BE)MA AND MAINTAINED. UCTILE IRON PIPE

WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND 4

N ^ «

a FA

' IB
0-
3
w S a c1 INV. 94.74
of
O ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
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V `+ 0 3P
6
PLUG WITH 0
A 2" Ij C4 C7 0 CI 19
;7," CI X10
/ 1D
TC 101
20
O APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
$ i ?s
2
BLOW-OFF
t+ i, TC 100.30
49 m
INV. 93 .
-
a INV. 93.86 -
-

7<
WILL BE MADE AT DUCTILE IRON PRICES.
v
y 2
.
25'R (TYP.) 35'R

+
F FES 121
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N, 6.60
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VELA
+ OUR
3+ J+71.29
30'
D INV. 94.o0
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1 TEMP. SILT

u ca FENCE (TYP.) ` b + +-

n _
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E
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4'
6' PLUG WITH

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WATER E 10013.62
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E f7j
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C4 Ce SERVICE (TIP.) )
.. ` E 10180.51_ __//
2
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CI jB 00
100.29
IN V. 93.21 76 0
A
FIRE HYDRANT
c4 Ln ASSEMBLY (IYP.)
NOTE

SEE SHEET C-2 FOR INTERSECTION SPOT ELEVATIONS. O
N
GRAPHIC SCALE t`
tl 0 ¦ tl W lV w
'`
++
r co
(LY 1'132)

1 h?ch . 60 6 Q
0
?
0
U
U
?
PIA STA = 1+50 Z
PVI ELEV = 102.94 W
W
?a AD. = 1.39
CL 0 F K = 108.04
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do
150.00' VC
-
O
O
00
+
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IS INV. 94.36

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64
.
.
NOTES:
1 THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., r
TELEPHONE CO., AND MOORE COUNT PUBLIC UTILITIES (FOR cy)
WATER AND SEWER UNES) FOR THE EXACT LOCATION OF ALL +
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION O
BEGINS. 'NCI-CALL' 1-800/632-4949
2 PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION W
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION z Q
INCH <
1188
ES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER Z ]
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE Q
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL LL
GRAPHIC SCALE
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE Q p
e s e nu s o APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT O
o WILL BE MADE AT DUCTILE IRON PRICES. +

W ( IN rnT FM STA 5+00
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S
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TEMPORARY
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1 THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., O o
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TELEPHONE CO l^ v T
? 3 N 10759.20
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FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
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=
(
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A
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TC 95.86
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INV. 90.18
CIB C7 INV. 90.36
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TEMPORARY INLET
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3 WATER C.0
Cp SERVICE (TYP.) r
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4 MANHOLE RING
C7 C7 AND COVER (TYP.)
TOP OF CURB
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5
a
BACKFILL TO TOP OF CI CI FRAME AND
CRATE W/HOOD

a CURB. GRADE SMOOTH,
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PAVEMENT
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w
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ALL STEPS IN MANHOLES ARE
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w '
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n N 8' SOLD CONCRETE BRICK m MANHOLE STEPS 0 16
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LIN
ORM DRAN LINE
0

L

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FOUNDATION 4
A.
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n7c' J4 REBAR C
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D`PON
REINF. TO MEET ASTM C-478-72 NOTE: .... COMPACTED
WIRE MESH-ASi1A A-1 85-69 NCDOT STD. #84-0.01 x`840.02 MASONRY SUBGRADE
OR CONCRETE INLET BOXES.
1 STORM DRAIN MANHOLE DETAIL 2URB INLET DETAIL
c4
c7 NOT LE cz c C7 D TO SCALE
C3 C5
C6
i' PICK HOLES
(2 MIN.)
J RING
RING SUPPORTS (TYP.)
yS 0
O FLANGE
\ 0
PLAN
2323 1/2 1•
TET
n
3314'
NOTE
USE U.S. FOUNDRY & MANUFACTURING COMPANY
MODEL #669 WITH KL COVER OR APPROVED EQUAL
RING AND COVER DETAIL
C7 C7 NOT TO SCALE
6' 18
JE
SECTION
NOTE
NCDOT STD #840.03C WITH TYPE -E,
F AND G' GRATES AS APPROPRIATE
24"x36" FRAME AND
GRATE WITH HOOD DETAIL
C71C7/ NOT TO SCALE
CURB INLET
HOOD AND GRATE
m
a
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GRATE AND
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9' 5
3 I 1FT.
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rt
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22' EOP
I
.
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18lVIDEWHIGH
ASPHALT WEDGE
CURB (TYP.)
RI
5' SHOULDER 9'
2' TYPE
S-9.58 ASPHALT
(2 LIFTS)(IYP.)
3
9' STBC (IYP.)
6' WATER LINE
SEE PLANS FOR
LOCATION (TYP.)
NOTE
SEE PLANS FOR UNDERGROUND UTILITIES LOCATIONS.
K-3--N ROADWAY SECTION
C2 C4 C7 NOT TO SCALE
C3 C5
C6
MAINTAIN GUTTER
LINE ACROSS
INLET GRATE
n CURB INLET PLACEMENT DETAIL
C2 C4 C7 NOT TO SCALE
C3 C5
C6
REVISIONS
IPFION
STORM DRAINAGE PIPE SCHEDULE
UPPER
STRUCTURE LOWER
STRUCTURE PIPE
SIZE PIPE
LENGTH PIPE
SLOPE UPPER
INVERT LOWER
INVERT
Cl 7 Cl 6 15' 18 LF 0.50% 90.75 90.66
Cl 6 Cl 5 15' 263 LF 0.50% 90.66 89.35
Cl 5 Cl 4 15' 18 LF 0.50% 89.35 89.26
Cl 4 Cl 3 15' 17 LF 0.58% 89.26 89.16
FES 2 Cl 3 36' 40 LF 0.86% 89.50 89.16
Cl 10 Cl 9 15' 37 LF 1.00% 93.86 93.49
CI 9 CI 8 15' 28 LF 1.00% 93.49 93.21
CI 8 CI 3 15' 135 LF 3.00% 93.21 89.16
Cl 3 FES 1 36' 18 LF 0.86% 89.16 89.00
Cl 16 Cl 15 15' 18 LF 1.00% 96.56 96.38
CI 15 Cl 13 15' 247 LF 4.47% 96.38 85.34
FES 14 Cl 13 36' 18 LF 0.86% 85.50 85.34
CI 20 CI 19 15' 18 LF 1.00% 93.82 93.64
Cl 19 Cl 17 15' 266 LF 1.55% 93.64 89.53
Cl 18 Cl 17 15' 18 LF 1.00% 89.71 89.53
Cl 17 Cl 13 15' 149 LF 2.81% 89.53 85.34
Cl 13 Cl 12 36' 18 LF 0.83% 65.34 85.19
Cl 12 FES 11 36' 22 LF 0.86% 85.19 85.00
Cl 23 MH 22 15' 97 LF 0.50% 94.74 94.25
MH 22 FES 21 15' 50 LF 0.50% 94.25 94.00
Cl 29 Cl 28 15' 18 LF 1.00% 94.36 94.18
Cl 28 CA 26 15' 400 LF 1.00% 94.18 90.18
Cl 27 Cl 26 15' 18 LF 1.00% 90.36 90.18
Cl 26 Cl 25 15' 297 LF 1.03% 90.18 87.12
Cl 25 FES 24 15' 80 LF 2.65% 87.12 85.00
Cl 32 Cl 31 15' 18 LF 1.00% 86.94 86.76
Cl 31 FES 30 15' 120 LF 3.97% 86.76 82.00
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C-7
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EXTEND FABRIC AND
WIRE INTO TRENCH
COMPACTED
BACKFILL
NOTE:
RREMOVE SEDIMENT DEEPER THAN
12'. REPAIR ANY UNOERMING
IMMEDIATELY.
WIRE FENCING AND
WOVEN GEOSYNTHETIC
FILTER FABRIC
STEEL POSTS
8' O.C. W/WIRE
m
y
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a 3
I.1 O
i TEMPORARY SILT FENCE DETAIL
C2 C4 C8 NOT TO SCALE
C3 C5
C6
L
12. OF j57
STONE FILTER
DIVERSION POINT
PLAN
12. OF #57
STONE FILTER CLASS B RIP RAP
N ? 18.
MIN.
1 Y-6' MIN.
SECTION A-A
CLASS B RIP RAP STONE
ROADWAY SHOULDER
STORM DRAIN
TEMPORARY CULVERT PROTECTION DETAIL
NOT TO SCALE
RCP PIPE
0
3
PIPE OUTLET
FLOW - THICKNESS
6-
NON-WOVEN GEOSYNTHEi1C
FILTER FABRIC LINDE LINER
5 RIPRAP VELOCITY DISSIPATOR DETAIL
C2 C4 C8 NOT TO SCALE
C3 C5
C6
SEED, FERTILIZE k
MULCH SWALES
COMPACTED SOIL 2' M'N. IMMEDIATELY
6' (TYP.) 6' (TYP.)
REVISIONS
rn ? o ?
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TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE DETAIL
C2 C8 NOT TO SCALE
12'-J57
WASHED STONE
MIN ; CUSS 'B' RIPRAP
NATURAL GRADE
24'
1 ?
s ? Q
a 10'Lx25'W.9
1 ?o DISSIPATOR
LEN=.W1DTH NON-WOVEN GEOSYNTHETIC FABRIC
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(SEE PLANS) AT ALL SEAMS (TYP.)
CROSS SECTION
DESIGN
SETTLED TOPl 2:1 MAX.
\ 1:? SIDE SLOPE
ml \ \ \1 VARIES- 1//,
NON-WOVEN
GEOSYNTHETIC
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I
N
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Z 0
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0
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NATURAL
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O
S
:1 SIDE SLOPE
s TEMPORARY DIVERSION SWALE DETAIL TEMPORARY SEDIMENT TRAP DETAIL
C2 C4 C8 NOT TO SCALE C2 C4 C8 NOT TO SCALE
C3 CS C3 CS
C6 C6
wrt: FEB. 2005
FCW
w.e FLW
wnm oTU
AS SHOAH
N11 19.
C-8
a:
+57 STONE
A
-P' STEEL
6 POSTS WITH
WIRE MESH OR BLOCK
AND GRAVEL WIRE MESH - 23 GAGE,
1/4. OPENINGS
EXCAVATE FOR
SEDIMENT CAPTURE
lV (SEE PLAN FOR
DIMENSIONS)
F `-I 11r
MATERIALS NOTES:
USE STEEL POSTS WITH WIRE FILTERED NOTE
MESH FOR INLETS IN SOIL WATER INLET TOPS TO REMAIN
SURROUNDINGS.
USE BLOCK AND GRAVEL FOR OFF INLET STRUCTURES WHILE INLETS IN ASPHALT SURROUNDINGS. INLET PROTECTION IS IN PLACE
SECTION A-A
2 TEMPORARY INLET PROTECTION DETAIL
C2 C4 C8 NOT TO SCALE
C3 C5
C6
RCP
A
FLOW
STORM DRAIN

REVISIONS
MINIMUM 36' HORIZONTAL -
CLFIRANCE FROM ANY OBJECT
FIRE HYDRANT, PUMPER NOZZLE .
TO BE PERPENDICULAR TO STREET
FIANCE MUST
BE ABOVE GRADE 6' THICK CONCRETE
18' MIN. COLLAR 0 24".24•x6•
--MAX-_-6-? ABOVE GRADE - CAST-IN-PLACE
57 STONE COMPACTED BACKFILL
7L?}1?
URROUND JOINTS (TAMPED IN 6' LIFTS) Tihlt?l,)
ct:
MIN. 7 CU. FT.
I-'
6' GATE VALVE
AND BOX
n
DUCTILE rANCHORING TEE
y w / IRON PIPE
t
3/4 THREADED ROD
CONCRETE (2 REQUIRED) - USE
THRUST CONC. THRUST BLOCK
BLOCK (IYP.) 80 lb. CON
BLOCKING
5'
CONCRETE
1 FIRE HYDRANT ASSEMBLY DETAIL THRUST
(TYP.)_
cz c4 c9 NOT TO SCALE
C3 C5
C6
UNDISTURBED
EARTH
N
a
Q
? N
`UNDISTURBED
EARTH
ELEVATION
DIM. PIPE SIZE (NOMINAL)
(IN INCHES) 6' 8-
A 1.6 1.9 2.6 3.8
NOTE
THRUST BLOCK SIZE DETERMINED BY
LARGEST DIAMETER OF TEE. TABLE 'A- DIMENSIONS IN FEET
THRUST BLOCK DETAILS FOR TES THRUST BLOCK DETAILS FOR BENDS
IIN9ADD? ON TO CONCRETE THRUST BLOCKS, ALL BENDS AND TEES
SHALL HAVE RESTRAINT JOINT FITTINGS.
THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 PSI CONCRETE.
2 CONCRETE THRUST BLOCK DETAIL
C2 C4 C9 NOT TO SCALE
C3 C5
C6
SEEDING SCHEDULE
TE ARY SEED M!X SILL CE USED FC.- h A-ZZO%s EXFOSED GRLATER TrvdN GKE
WEEK AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL BE
CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS
OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SUMMER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
DATES SPECIES RATE (LB,/ACRE)
MARCH 1 - SEPT. 1 GERMAN MILLET 120
TEMPORARY WINTER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
DATES SPECIES RATE (LB /ACRE)
SEPT. 1 - MARCH 1 WINTER RYE (GRAIN) 200
KOBE LESPEDEZA 120
PERMANENT SPRING SEED MIX
SPECIES RATE (LB./ACRE)
MARCH 1 - JULY 1 COMMON BERMUDA 25
SERICEA LESPEDEZA 30
PERMANENT SPRING SEED MIX
SEPT. 1 - NOV. 1 COMMSPECI N BERMUDA RATE 30 /ACRE)
SERICEA LESPEDEZA (UNSCARIFIED) 30
SOIL AMENDMENTS KOBE LESPEDEZA 10
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER
APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE'
APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE'
*REQUIRED FOR PERMANENT SEED MIX ONLY
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR MULCH WITH ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE
OF 400 CAL/ACRE
WATER
MINIMUM OF 1. OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR
SWILL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED).
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE.
MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES.
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
- , A/2 UNDISTURBED
A/2
EARTH
N
. N Q Q
Q Q
`UNDISTURBED
EARTH
BEND PIPE SIZE (NOMINAL)
2' 4' 6' S.
90• 1.5 1.9 2.8 3.8
45• 1.0 1.4 2.1 2.8
zz 1/7 0.8 1.0 1.5 2.0
11 1/4' 0.8 1.0 1.1 1.5
METER
\i.
ASSE APPROVED
CHECK VALVE
t
1 1/2' TYPE 'K'
COPPER TUBING
TO PROPERTY LINE
C7 7_1
FORD VBHH72
-15W-11-33
METER SETTER
BRASS ADAPTER FOR
COMPRESSION CONNECTION
SECTION
SEED BED PREPARATION
1. RIP THE ENTIRE AREA TO 6' DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE
WITH 'SEEDING SCHEDULE' AND MIX WITH SOIL.
4. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO 'SEEDING SCHEDULE'
6. MULCH IN ACCORDANCE WITH *SEEDING SCHEDULE' IMMEDATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE 'SEEDING
SCHEDULE'. MARE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON,
IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING REQUIREMENTS.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCING AND SEDIMENT TRAPS.
2. BEGIN GRADING ACTIVITIES. MAINTAIN All EROSION CONTROL MEASURES.
3. AS STORM DRAINS ARE INSTALLED, INSTALL AND MAINTAIN APPROPRIATE
EROSION CONTROL MEASURES.
4. ALL AREAS WHICH NO FURTHER LAND DISTURBING ACTIVITY WILL BE
UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE
COVER WITHIN THIRTY WORKING DAYS.
5. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS
AT ALL EROSION CONTROL DEVICES TO MAINTAIN ADEQUATE EROSION
CONTROL MEASURES.
6. WHEN CONSTRUCTION IS COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR
ON-SHE INSPECTION BY THE EROSION CONTROL INSPECTOR.
7. IF THE SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES
AND SEED, OR RIPRAP RESULTING DISTURBED AREAS. ESTABLISH PERMANENT
VEGETATION DURING THE APPROPRIATE TIME OF YEAR.
8. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL INSPECTION.
METER BOX (CAST
IRON OR PLASTIC
WITH CAST IRON L
OCK WING
:ANGLE BALL VALVE
>C
BRASS ADAPTER FOR
COMPRESSION CONNECTION
2' CTS POLY.
WATER SERVICE PIPE
2' BALL
CORPORATE STOP-
WATER
MAIN
DOMESTIC
SERVICE
3/4- COPPER
11 ?- 3/4' BRASS
ADAPTER
2' BALL VALVE
z' CTS PIPE
C84-44 ADAPTER
OR MUELLER EQUAL PLAN
3 WATER SERVICE DETAIL
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C-9
PLAN
REVISIONS
SYM. DESCRIPTION DATE BY
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I~ / ~ 1 LIMITS OF CLEARING/ ~ 1 \ \ 1 ~ ~ ~ A A ; 1 \ ~ \ / \
CONSTRUCTION (TYP. = 5.90AC. ~ ~ ~ ~ ~ \ 1 WETLANDS IMPACTS . \ 13 V ~ i
` ~ \ \ ~ ~ ~ ~ 1 \
TOTAL AREA = 0.30AC. WETLANDS AREA #2 ` ~ ~ 12 ~ 1 1 \ ~
DISTURBED = 0.07AC. ~ \ ~ \ 39 A V ~ ~ = ~ rn 1 > ~ A \ \ 1 ~ ~ 1 1 ~ ~ ~ \ ~ ~ r' ~ ~ ~ ~ 29
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- ~ ~ l DISTURBED - 0.03AC. ~ ) I i I- ~ ~ ~ ~
~ / ~ \ / / / / ~ ~ 7 ~ ~ , , ~ W ~ \ ~ \ ~ /
~ / i : / / ~ ~ > \ / ~ ~ 1 45 \ ~ , ' i ~ ~
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w # ~ _ / i ' ~ - / / DISTURBED = O.OIAC. ~ ~ ~ ~ / / ` / / i V ~ v i i
w ~ ~ ~ / / ~ _ - - -1 1 / / ~ > / / / ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ \ i ~ i ~ 32 v ~
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I S . ~ ~ ~ ~ 90 , WETLANDS AREA #4 / / - ~ ~ i / ~ , -a ~ " ~ In
c, 2 3p _ / 1 . 10 1 / i ~G _ s ~~DISTURBED - 0.02AC. ~ ~ / 1.50'56 ~ ~ W.R. KING, JR. S 8 13 a ao ~ Q
~ 8 .WETLANDS AREA#1 ~ EIP ~ ~ R15 14 ' o ~ DB 106 PG 56 z U EIP ~ 12 =
.r--'~'~'.. v 4, ~ ~ / / 1 - ~ \ ~ , Q a ~ ~ I\ DISTURBED - 0.17AC. ~ 411.41 a ~ ry EIP ~ / / ~ ~ \ ~ ~ - - , 3'37" W 11 ~ R15 R15 Ym ~ ~ ~
~ ~ / 11 ~ g 821 10 i R15 ~ U o ~
~ ~~o I ~ ~ - o Q ry < _ _ - EIP ~ R15 z ' Q ' r 0
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EL. 89.41 N F o / M66PG58 U W
U N 10064.74 ~ ROBERT LOWRY W
N ; E 10038.76 RA 20 Y 0
o JERRY C. BECKMAN RAVENWOOD 0
~ DB 386 PG 655 ' SUBDIVISION ~ ' SL. 340 MP. 3 ~
~ RA 20 KIMBERLY GOIDRICH o D8 404 PG 928 TBM -EIP RA 20
i SL 387 MAP 001 EL. 94.08
o TRACT 3 N 9849.93
"o R,q 20 E 10128.66 U DaTE: FEB., 2005
2 / ~
2 ~ GRAPHIC SCALE DESIGNED: FDW
U ~ DROWN: FDW goo o so ~o0 200 400
N ~ r ~ CHECKED: DTU
~ ~ i sca~E: 1 " = 100'
~ ~ 1N FEET )
x U 1 1I1C11 = 100 h, SHEET N0.
~ r
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