20010794 Ver 1_COMPLETE FILE_20010523

O?O? W AT?R pG Michael F. Easley
Governor
r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
July 9, 2001
DWQ# 01-0794
Wake County
Town of Wake Forest
C/o Richard G. Harmon
401 Elm Street
Wake Forest, NC, 27587
APPROVAL of Neuse River Buffer Rules with Additional Condition
Dear Mr. Harmon
You have our approval to construct the Olde Mill Stream Subdivision Sewer Line crossing Neuse River Buffers on
Town of Wake Forest property in Wake County, as described in the application received by the Division of Water Quality on
May 23, 2001. This approval is valid for the Neuse River Buffer Rules (15A NCAC 2B .0233). In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new approval. If the
property is sold, the new owner must be given a copy of the approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions of the Neuse
River Buffer Rules and the additional condition listed below:
1. Anti-seep collars must be used where the sewer line crosses more than 150 feet of jurisdictional wetlands.
If you do not accept any of the conditions of this approval, 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 conforming to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This approval 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 the Neuse Buffer Rules. If you have any
questions, please telephone Steve Mitchell in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly at 919-733-
9721.
Sin ely„
r . Stevens
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File copy
Richard Harmon, ESI, 1100 Wake Forest Road, Suite 200, Raleigh, NC, 27604
010794
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
July 9, 2001
DWQ# 01-0794
Wake County
Town of Wake Forest
C/o Richard G. Harmon
401 Elm Street
Wake Forest, NC, 27587
APPROVAL of Neuse River Buffer Rules with Additional Condition
Dear Mr. Harmon:
You have our approval to construct the Olde Mill Stream Subdivision Sewer Line crossing Neuse River Buffers on
Town of Wake Forest property in Wake County, as described in the application received by the Division of Water Quality on
May 23, 2001. This approval is valid for the Neuse River Buffer Rules (15A NCAC 2B .0233). In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new approval. If the
property is sold, the new owner must be given a copy of the approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions of the Neuse
River Buffer Rules and the additional condition listed below:
1. Anti-seep collars must be used where the sewer line crosses more than 150 feet of jurisdictional wetlands.
If you do not accept any of the conditions of this approval, 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 conforming to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This approval 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 the Neuse Buffer Rules. If you have any
questions, please telephone Steve Mitchell in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly at 919-733-
9721.
Sin ely, a,)V-f
r . Stevens
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File copy
Richard Harmon, ESI, 1100 Wake Forest Road, Suite 200, Raleigh, NC, 27604
010794
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WQ Supervisor: Ken Scbuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Olde Mill Creek Subdivision Sewer Line
Project Number 01 0794
Recvd From APP
Received Date 5/23/01 Recvd By Region
Project Type sewer line
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
12 F- O Y OO N 127-21 ? NSW 30,402. F- F_ F_ I -
r r r
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by
Corn
(ddmmss) 355959 Longitude (ddmmss) 783034
County Wake
County2
Region Raleigh
cc: Regional Office
Central Office Page Number 1
ENVIRONMENTAL SERVICES, INC.
1100 WAKE: FOREST ROAD, SUITE 200
RALEIGH, NORTH CAROLINA 27604
[phone] FAX [phone]
23 May 2001
Mr. John Dorsey
North Carolina Department of Environment and Natural Resources
Division of Water Quality 0Y -94
2321 Crabtree Boulevard
Raleigh, NC 27614
RE: Pre-Construction Notification for Nationwide Permit # 12 for Olde Mill Stream
Subdivision Sewer Line, Wake County BUFFER APPROVAL ONLY
Dcar Mr. Dorney:
The packets included with this letter arc for a Pro-Construction Notification for Nationwide Pen-nit
# 12 for the proposed Olde Mill Stream subdivision. The original packet and one copy was sent to
Ms. Amanda Jones of the United States Army Corps of Engineers Raleigh regulatory field office.
Seven copies of the application have been included for your use. Since written notification from
DWQ is not required for Nationwide Permit #12 we have not included the fee and are
equesting buffer approval only. The construction of the sewer line will comply with DWQ's
General Certification # 3288.
ESI has not included the Corps Data Forms or DWQ stream forms in the permit package because
the delineation was performed by another consulting finn and this paper work is not available to us.
This project is a sewer line that includes perpendicular aerial crossings of five stream channels; there
will be no disturbance of the streambed at any of the crossings. Any buffer impacts in Zone 1 will
be perpendicular crossings of the butter (see attached site plan), all other buffer impacts are within
"Lone 2.
If you or your staff have any questions regarding this application please call me or Steve Cahoon at
[phone].
Sincerely,
ENVIRONMEN`>wARVICES INC.
Richard G. Harmon
Vice President
Attachments: 7 Permit Packages
LETTER OF TRANSMITTAL
ENVIRONMENTAL SERVICES, INC.
524 New Hope Road
Raleigh, North Carolina 27610
Phone: [phone] Facsimile: [phone]

'ro: John Dorney
From: Steve Cahoon Copies: 7
Date: 23 May 2001 Project No.: ERO
Subject: Wall Road - Nationwide Permit 12 (PCN)
Description:
On the above date, Environmental Services, Inc. on behalf of Tillet Development
hand delivered one original and one copy of the Nationwide Permit 12 (PCN) for the
proposed Wall Road project to the North Carolina Division of Water Quality.

Signature of Receipt:
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Ilarbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
littp://www.saw.us,icc.at•my.miI/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACF, website at littp://www.saw.usacc.army.mil/wetlands/re??tour.litm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE, Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFcdReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://li2o.clinr.state.nc.us/ncwetlands/1ees.htmi. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: 01079- Form Version April 2001
USAGE Action ID No. DWQ No. 4
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
Section 10 Permit
401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: M
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: E]
II. Applicant Information
Owner/Applicant Information
Name: "Town of Wake Forest (Easement Owner)
Mailing Address: 401 Elm Street
Wake Forest NC 27587
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent 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: Richard G. Harmon
Company Affiliation: Environmental Services Inc.
Mailing Address: 524 New Hope Road
Raleigh, NC 27610
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dharmonLPesiral.com
Page 3 of 12
Ill. 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
USACL' requires ini'ormation 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: Olde Mill Creek Subdivision Sanitary Sewer Connection
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number ('l'ax PIN): _Multiple properties/sewer line casement
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Olde Mill Subdivision
Directions to site (include road numbers, landmarks, etc.): The project is located in northern
Wake County between SR 1932 and US Highway 1 A in new development. See Figure 1.
5. Site coordinates, if available (UTM or Lat/Long): Approx. 36 0' Lat. and 78 30' 34" Long_
(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. Describe the existing land use or condition of the site at the time of this application:
Approximately 900 linear feet of the sewer line is constructed on existing with the remaining
constructed on new alignment, through forested areas.
7. Property size (acres)
0.95Ac
8. Nearest body of water (stream/river/sound/ocean/lake)
9. Rivcr Basin: Ncuse
Richland Creek
Page 4 of' 12
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httl2://li2o.ciii,.StatC.IIC.us/admin/maps/.)
10. Describe the purpose of the proposed work: The purpose of the proposed work is to
provide sanitary sewer connection to the proposed Olde Mill Creek subdivision.
11. List the type of equipment to be used to construct the project: Backhoe, bulldozer, and
dumptruck and trenching devices, the new trench will be backfilled with excavated material
from the new excavation, no other fill material will be brought in from offsite and placed in
wetlands.
12. Describe the land use in the vicinity of this project: 50% of' the land use in the vicinity of
this property is urban disturbed, while the other 50% is in natural vegetation.
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
buficr 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.
There is no prior permit history for this project.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future'? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None at this time.
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
Page 5 of 12
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. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
I00-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
I 'T'emporary,
Trenching 0.11 yes 60 feet Forested
2 Temporary,
Trenching 0.27 yes 40 feet Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FFMA) Flood Insurance Rate Maps
(FIRM), or FIiMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.sov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 2.5Ac
"Total area of wetland impact proposed: T'emporaimpacts to 0.38Ac
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
N/A

* 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 befirre and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. 11'stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 6 of 12
** Stream names can he lound on IISGS topographic maps. If a stream has no name, list as OF (unnamed tributary) to the nearest
downstream named streani into which it flows. USGS maps are available through the USGS at 1-800-3580616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., vNwa°.topozone.ami,
www.mapquest_com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: All streams will have
aerial crossings, there will be no disturbance to the streambed.
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

List each impact separately and identify temporary impacts. hnpacts include, but are not limited to: till, excavation, dredging,
Hooding, drainage, bulkheads, etc.
4. 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): n uplands ? stream 0 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.
Part of an existing sewer line will be used. There will be annroximately 1384 feet of new
line to service new subdivision development. The wetland impacts will be temporary consisting
of excavation and side casting. "file trench will be backfilled with the side casting. The
disturbance will be graded and returned to its preconstruction contours. Wetlands will be
Page 7 of 12
allowed to revegctate naturally. There will be no impacts to stream beds all streams will have
aerial crossings.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 21-1 .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.
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 arc not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/ncwetIands/strmgide.htnl.
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.
No mitigation is proposed because this is a temporary impact to wetlands and there are no
impact to stream channels because the streams will have aerial crossings.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at littp://li2o.enr.StatC.nc.Lls/wrp/index.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land`?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes r-] 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 F-] No n
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 arc proposed to the butlers. 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 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes ® No ? If you answered "yes", provide the following information:
Page 9 of 12
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) Multiplier Required
Mitigation
1 3,600 3
2 2,400 1.5
Total 6,000
Lone 1 cxicnus out all Icet tlerpenulcular Irom near nanK of cnanncl; /,one L extends an
additional 20 feet from the cdge of 'Gone I.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
No buffer mitigation required, impacts are from an allowable perpendicular crossing of a Sewer
line over unnamed tributaries to Richland Creek and Richland Creek.
Xl. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A, because there is less than one acre of disturbance.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity ofthe subject facility.
Sanitary Sewer
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application'?
Yes ? No
Page 10 of 12
XI V. 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 Bndangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date O
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombc Lee Stokes
6508 Falls of the Ncusc Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Ilalifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan I lertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Barnett Pender
Post Office Box 1890 Brunswick Iloke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page I I of 12
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Cumberland New Hanover Scotland
h and Wildlife Service / National 1V
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Servicc
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
"Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan I Iertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe I lenderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
Stream Crossing Coordinates
Stream No. Latitude Longitude
1 36° 00' 02" 78° 30'30"
2 36° 00' 12" 78°30' 27"
3 36° 00' 14" 78° 30' 26"
4 36° 00' 21 " 78° 30'25"
5 36° 00'21" 78° 30'27"
1in 1-UJ-auuI if -I" 11LLL1 i LLVL-L-JI I1L II >1J Ofo 7670 r. rfli rJJ
TIIIett Development Compatty, Inc.
6729 l=otto of Neuse P.oad, 'quite 200
TO KAlaigh, NC 27615
[phone]
[phone] fAx
MAY _ 3 200
FACSIMILE TRANSMISSION COVER LETTER
DATE: May 3, 2001
RE: Wall Road Project
Please deliver the following pages to-,
NAME: Steve Cahoon
Environmental Services, Inc.
FAX NO.: 212-1707
FROM: Becky W. Gardner
Total number of pages, including cover page: 3
If you do not receive all pages, please Call [phone].
COMMENTS:
THE INFORMATION CONTAINED IN n-MS FACSIM E MRSSAff IS INTENDED ONLY FOR THt U5E OF THE INDMDUAL 04
ENTITY NAMED AS THB REWMT AND MAY W CM FIDMTM AND/OR SUMT To ATTORNEY-c=NT PRTYl1. m. If THE
REAM I8 Nor "INTEM10 RECWMT. ANY WSSRMV4ATION OR C PMS OF TH COMMUNICATtON 33 STRICTLY
PROM4IZM IF YOU HAVE ROCENTO TWS COAWL*=ATiON IN ERROR. R.EAW NOTIFY US ?MMIDIATeLy BY TaOHOX AND
WTURN TH! 0MOINAL MLSSAOE TO US AT THI ADDRESS SHOWN AWVE VIA THE U.S. POSTAL SeRVICE. WQ Wzu. RMSMBURBE
RIASONAKA CHAWS YOU MAY INCUR IN TELL *KWD* US AND RETURNING THEA MATERIALS. THAN! YOU.
I IM I -CJJ-GYJYJl 10 • '/J 1 LLG 1 I LLVLLU,--I IG \ I _71J U I L• JG.JIU , . C1C% L'IJ
Tlllatt Development Company, Inc,
6729 Falls of Neuse Koad, 9uita 200
Kalaigh, NC 27415
[phone]
[phone] fox
May 1, 2001
Mr. Steve Gould
Millereek Associates, Inc.
833A Wake Forest Business Park
Wake Forest, North Carolina 27587
RE: Sewer Easement
Dear Mr. Gould:
Per your request I am writing to confirm our agreement regarding the sewer line
installation on your property adjoining Richland Creek. For and in consideration of the
keeping by the parties of their obligations and covenants set forth hereinbelow, the parties
agree, one with the other as follows:
1. TBET Investments, LLC, a North Carolina limited liability company (herein
"Indemnitor"), hereby indemnifies Millcreek Associates, Inc., Ellerbee Creek
Partnership, and Olde Mill Stream Joint Venture, a partnership consisting of
Millcreek Associates, Inc. end Ellerbee Creek Partnership (herein collectively referred
to as "Indemnitees") and holds Indemnitees free and harmless of any and all loss,
expense, fine, penalty or other cost resulting from the improper or unapproved
clearing, grading or disturbance by Indemnitor of env portion of Indemnitees
property located within the Neuse River Suffers or US Army Corps of Engineers
designated wetlands while installing the sewer line referred to hereinbelow.
Indemnitor further agrees to deliver to Indemntitee a letter of credit in the amount of
$50,000.00 to further secure this indemnification. The letter of credit shall be
Irrevocable, drawn upon a local bank and payable in the event the Indemnitee is
fined, penalized or otherwise incurs liability for unpermitted work or development
activity by the Indemnitor (or Indemnitor's contractor) in the wetland and/or Neuse
River Buffer areas within or adjacent to the sewer easement. The letter of credit
shall be delivered to Indemnitee prior to the commencement of work on the
property. At such time as the sewer line is installed and the sewer line Is inspected
by the Town of Wake Forest and accepted for maintenance (subject to one-year
warranty) the letter of credit shall terminate.
2. Indemnitees shall, upon request by Indemnitor, execute a written easement, and plat
relating thereto, granting to Indemnitor, its successors, assigns or designees, and
the Town of Wake Forest a perpetual sanitary sewer easement over and upon the
Indemnltee's property. Said easement shall be in a form and substance satisfactory
to Indemnitee and the Town of Wake Forest. The easement shall be located as
shown on plans entitled "Wall Road Property - Off Site Sewer", prepared by Hunter
Civil Technologies, dated 8-25-00 (date of approval). The Indemniteas hereby
further grant to Indemnitor, and its agents, contractors and representatives,
I' IHT-rJJ-eMi1 10•4J 11LLC1 I LGVCLUI'I ICJ YI
717 0f0 7e 70 r.rjJ/riJ
reasonable access to said easement over upon Indemnitees property at such
location as shall reasonably be necessary or appropriate for the construction of
sewer line.
31 Indemnitees shall further grant to Environmental Services, Inc., by the execution of
this letter, authority to apply for all NC Department of Environment and Natural
Resources and US Army Corps of Engineers permits and approvals for the
construction of the sewer line and hereby appoints Environmental Services, Inc. as
Its agent to execute and submit appropriate applications on its behalf.
4. All construction permitting and related expenses for the installation of the sewer line
shall be procured by Indemnitor, at Indemnitor's sole expense.
5. The sewer line and the easement described above shall be a public line and
easement, available for use by Indemnitees, subject to compliance with Town of
Wake Forest regulations.
6. Upon the execution of this letter by the parties, the agreement contained herein
shall be binding upon the parties, their heirs, executors, successors and assigns.
Steve, I believe this represents the basic agreement which we discussed. If you
have any questions or changes, please let me know. If It represents your recollection of
our agreement, please sign a copy below and return a signed copy to me.
On April 16, 2001, I delivered a copy of the engineering plans to Mr. Steve Rlce for
his review. Please contact him concerning his review of these plans. I look forward to
hearing from you. With regards, I remain
Sincerely Yours,
Thomas A. Beebe
Manager of
TBET Investments, LLC
By: Ellerbee Creek Partnership
By:
CONSENTED TO:
Millcree ociates, Inc.
By:
President
Ellerbee Creek Partnership
By:
General Partner
Olds Mill Stream Joint Ventura
By: Mill ek Associates, Inc.
By: j64-A')
TOTAL P.03
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Environmental Olde Mill Stream Subdivision
Services, Inc. Wake Forest, Wake County, North Carolina roject: ER00085
Date: March 2001
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Location of Cross Section A
WETLAND

Plan View A Figure 2
9 Serv n Permit Application- Olde Mill Stream Subdivision Project: ER00085
Servic cess, , Inc. . Wake and Franklin Coutnies, North Carolina
Date March 2001
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Servicesd, , Inc. . Permit Application- Olde Mill Stream Subdivision Project: ER00085
ervc Wake and Franklin Counties, North Carolina
Date March 2001
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Plan View B Figure 4
Services, s, Inc. nPermit Application- Olde Mill Stream Subdivision Project: ER00085
ervc Wake and Franklin Counties, North Carolina
Dates March 2001
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Environmental Permit Application- Olde Mill Stream Subdivision Project: ER00085
Serviccem, es, I ncc. . Wake and Franklin Counties, North Carolina
Date March 2001
i i o i i i i 0 ii iii i ii
TOWN OF WAKE FOREST, 1 - - - SANITARY SEWER ro1~STRU D~~T AJ~~1 ~1Ve NORTH CAROLINA
SUCTIONS DRAWINGS - - -
ER: a
T~ET INVE~TMENT c/o ~NTS, LLC
TILLETT D~VELOP 6'72 J FALLS OF N~JSE R RALEIGH, NORTH-I CARO 91 J-C~'~6-185 o F c~UN ~U'1'Ty -t- ~OPIVIENT
ROAD, STE.200
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AN. SEWER
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THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
19~ tiq 19~ 1 A BY THE TOWN OF WAKE FORESL
6
PREPARED BY: rtis Pte' CIS ~ s~
HUNTER CIVIL TECHNOLOGIES a~ ~ PUBLIC WORKS AND UTILITIES ~r
~J Q-
6'729 Falls of the Neuse Road `P c~,~, ~ ,~o,~~
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Suite 110 z ~ ~ N IN R~ DEPA ME 9 DA E
Raleigh, North Carolina 27615 ~T9~r~,~ _ S~`~~
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[phone] OAK GROVE1942 (1 L~.s~° 9-mss-oo
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NOTE: TOPO tN PLAN VIEW IS GIS (NOT SURVEYED) ALL MANHOLES SHALL COMPLY WITH TOWN OF WAKE
AND IS FOR A VISUAL REFERENCE OP~LY. IN FOREST MANHOLE NUMBERING/ANNOTATION SPECIFICATIONS. 310.0
310.0 AREAS WHERE THE PROPOSED ALIGNMENT IS SECTION 3.5,3 #8.
NflTHIN 50' OF RICHLAND CREEK, THE BANK WAS
SURVEYED AND IS REPRESENTED ON ~~iE PLANS AS A DOTTED UNE LABELED CREEK BANK. NOTE: EAST INVERTS ARE FOR ~
FUTURE CONNECTIONS TO OLD MILL N ~ a
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`0N MAY 3 2000. CONTRACTOR TO CONFIRM THESE ~ N AND DATED Mrn~~-~ -zz 30(}.0 00 0 ~ MANHOLES INSTALLED PER PLANS. IF ANY DISCREPANCY N~a_~ ~ ~ a__ ~ZZ = ~ZZZ d' N~~ a__ ~ moo= 300.0
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-oN N~a: NOT ADVERSELY EFFECT THIS DESIGN. x ~ rn ~ W DISCREPANCY WILL
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/ / q = Z / / ! q 1 ~ ~ 1$e 3
NOTE: TOPO IN PLAN VIEW IS GIS NOT SURVEYED
( ) ALl MANHOLES SHALL COMPLY WITH TOWN OF WAKE 1PPROVED FOR CONSTRUCTION AND IS FOR A VISUAL REFERENCE ONLY. IN 315.0
315.0 THESE PLANS HAVE BEEN APPROVED FO BY THE TOV~i"~ OF WAKE FOREST. FOREST MANHOLE NUMBERING/ANNOTATION SPECIFICATIONS. ZEST. AREAS WHERE THE PROPOSED ALIGNMENT IS SECTION 3.5.3
n #8 WITHIN 50 OF RICHLAND CREEK, THE BANK WAS
J SURVEYED AND IS REPRESENTED ON THE PLANS
UD 4 Z FFK AS A DOTTED .LINE .LABELED-- CR__. BANK. A
~Ilr hVR~ ~e U L
?q~ Z5 00
310.0 310.0
~ 9- 1.../ d' ooi
RE FOR ~ ' r tp ~ N
TO OLD DILL ~ Q w ~ ~ tD ~ tV ~ 1~•' NN ~N
orn°f ~o ~ rN ~jN •pNF- Z~ QJp N 0~ ~ d
X0)00 M O~ 305.0 aiaoN NO O rnN oioN~" N~ °•zp 305.0
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a~~~'~ 01Q.zo + .zo Nrr~ _ -zz i~iH X432 ~ ~zzz ~ a cn~_- STA 25+48.29
NI-F- N~~ ~~ZZ 7 O I 300.0
300.0 R?t~i 29.0 Q INVERT IN 290.99 ).99
~~~zz INVERT OUT 290.89 90.89 NOTE: ALL MANHOLES TO HAVE WATERTIGHT LIDS.
r
LEN 8.85' 295.0 _ 95.0 2
E 0.281 SLOP _
in.DIP ~ ~ DIA 1 ~ ~ LO E 0.28 DIA 10in.DIP Oin.DIP EN 20 .12 S LEN 163.52 SLOPE 0.28% DIA
! DIA Oin.DIP
' 0.28 DIA n. ' LEN 141.24 SLOPE
L N 122.9
LEN 27.11' LE $3.27 SL PE 0.2 ~ 290.0
290.0
SLOE 0.28 pl 10in.D P
DI DIA 10in.DIP DIA 10in.
U E PIPE ROSSI G
USE PI E CROS ING DI CH DE IL ~ 3 27
DITCH ETAIL # 3.27
285.0 285.0
N ~ N sF Gi O O N d' CO O O c0
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~ ~ W N N N N N N N N N N N N N N
r' O O O O O O O O O O O O °0 0 0 0 0 0 0 0 0 0 0 o° °o o °0 0 0 0 0 0 0 0 0 ~ O O O O O O O O O O O O O O O CO O O O O O
o d o 0 0 o d o 0 o a O °o ~ °o ~ o ~ o ~ o ~ O u~ o u~ O t4 O to O lA O ~ O ~ O tf") r
+ + + + + + + + + + ~ ~ c+o . O O O ~ ~ M ~ N N N N N N N d O O
N N N N N N N N N N N N N N r~ t~ ~ ~
cs H b
HUNTER CIVIL TECHNOLO ~ , TECHNOLOGIES ®F
6729 Falls of the Neuse the Neuae Road ~ M
Suite 110 DRAWN BY: BTT
_ _ _ S(`AI 19197 m
Raleigh, North Carolina ;h Carolina 27615 ' • F r
919 847-2727 •ry 9 27 40) (H)
Land Surveying and [phone] Fag X25 Fag ,
Civil Engineering Technologies 4V)
0: SDSKLDD2 TDC\Tdc00007\1-dwgs\pp3-hct.dwg 09/14/00 10:28:16 AM EDT

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- \ ~ / 316.0
316.0 315.0
315.0 NOTE: TOPO IN `PLAN VIEW IS GIS (NOT SURVEYED) ALL MANHOLES SHALL COMPLY IALL COMPLY MATH TOWN OF WAKE
AND IS FOR A VISUAL REFERENCE ONLY. IN FOREST MANHOLE NUMBERING/ NUMBERING/ANNOTATON SPEgFlCAiIONS.
AREAS WHERE THE PROPOSED ALIGNMENT IS SEC?ION 3.5.3
WITHIN 50' OF RICHLAND CREEK, THE BANK WAS
SURVEYED AND IS REPRESENTED ON THE PLANS
AS A DOTTED LINE LABELED CREEK BANK.
310.0
310.0
C1 N ~ r
N ~ O N N ~ ~rj M
NN N N M~ ~ ~
tV~ pp.° O OsN M N N ~t O Z 305.0
N ~+aj-O rONI- ODO 305.0 0 ~ rn~?- Qzo •o
y~?`IOZO N~IY 'x'00"' ~H Mt1+3~ G~F-H N~,
,~.Nd~i-I- _ZZ N~~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
Q~>~ _ -ZZ BY THE TOWN OF WAKE FOREST.
=~-ZZ ~tAtr--
~ 300.0
300.0
NOTE: ALL MANHOLES TO HAVE WATERTIGHT LIDS. ,
LEN 107.66 T
SLOPE 0.
DIA 10 .DIP DIA 1 in.DIP LEN 1 1.45 SLOPE .28~ 1
~i ~f~~ ~ 295.0
295.0 -
Oin.DIP ' SLOE 0.28 o DIA 1
' .DIP N 20 .12 PE 0.28 DIA Oln S6F~TSfR~ 9-6~
USE PIP : OSSING
DIT H D :TA ~ 3.2 290.0
290.0
USE P E CRO SING
DITCH ETAIL 3.27
285.0
285.0 284.0
284.0
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HUNTER CIVIL TECHN ;rvcL ~cxNOioc~ES WALL RD. PROPERTY OFF-SITE SEWER
6729 Falls of the N• e of the Neuae Road 4~
Suite 110 ' SCALE. DRAB BY: en ~
A~lninl~ Nnrif}~ f'arnl n~....'r, ro...l;,.e 27a7~ 79107 c
~1••~/~ [phone] 40, ~ '-2727 Q' z} (H) G 4y® ey„~ea ~ty°~
Land Surveying and [phone] Fag 9625 Fag
Civil Engineering Technologies 4, (V)
0:SDSKLDD2 TDC Tdc00007 1-dwgs\pp3-hct.dwg 09/14/00 10:28:16 AM EDT

b ~ ~ *a
~ 0 ~
THESE PLANS NAVE BEEN APPROVED FOR CONSTRUCTION ~a ~ ~ ~
BY THE TOWN OF WAKE FOREST. o ~ ~
o ~
zz o ~ x
0 Zf r ~ w ~ U
IC RKS AND UTILITIES D TE PU L WO ~
~ ~ ~ 1` ~ C) CST ~
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ENGINE RING DEPARTMENT DATE
W ~ ~ D7
~ ~ ~ C11 0~
~ ~ ~ ~ x ~ ~ ~ ~ ~ m
FIR RE AT p
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g• Zs-a>n ~ m~
SUBDIVISION DMINISTRATOR DATE ~ U pF
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LOCATE VENT 90' FROM EITHER ALL SERVICES GOING INTO ai b A SEWER 11U1Y EASEMENT N aR~ uusT~9E0 a w
OR AN OUTLET LINE AN INLET ,u IN MANHOLE MUST BE CONNECTED TO + :4, . iv 2' 9EI.DW CRADE A MANHOLE AND CLEAN- =
PTOR PUKED IN WErLAN08 S GENERAL GUIDEUNE3 FOR SEWER INTERGE 8 ;f OUTS MUST BE AT GRd1ND ^ > ' : ` • DS LEVEL IN A TRAFFlC PROOF r c,";.' t.. v' . ; . 'r... U
1'- o" 80X. ,t; ;y•~,::;y' • ~ 'e .
1. Written concurrence from NCDENR is required if the utility line is installed parallel to SCREEN TO BE PLACED IN END s and closer than 10 feet (3 meters) to a stream or if the utUity line crosses a stream 10111 ? ,y i. ~a..•' f.' ;~e:'.
_ , - ~ channel at less than 75 degrees or more than 105 degrees (i.e., not perpendicular a 8" x 1•-6" x 1•-6"
T BAR BRACKET ' stream crossing) of the stream bank: SEALED MANHOLE COVER WITH 3/8" x 3" FLA 4" Ex. ANCHOR BOLTS 2. Construction corridors parallel to streams shall be placed ak the furthest distence • + t Iil CDNDRETE PAD . . ~ .
VENTED MANHOLE W/2 5/8 TO VENT from the stream to the maximum extent practicable; SHOP WELDED (SEE VENT STRAP DETAIL) unuTY uNE 3. That established sediment and erosion control practices .are utilized to prevent NOTE: +.3' . ',i WHEN SEWER CLEAN OUT IS
6 ,j. „ , ' (ate vaRlES) violations of the appropriate turbidity water quality standard (50 NTUs in streams `9 a + IN PAVEMENT IT MUST 8E 3 e . I I ALL SERN(~S GOING INTO . e:• NSTALLED INSIDE A VALVE ~
and rivers not designated as trout wafers by NCDEHNR; 25 NTUs in ail salt water 1o W OD ELEV. SEE PLANS a classes, and all lakes and reservoirs; and 10 NTUs in trout waters). All sediment ~ 100 YEAR FLO ( ) t' . . . ~ ' . t `F° • , ' ~ 90X PATH `SEWER' COVER. p A SEWr'R/UTHJTY EASEMENT • . y;~ + ~ ~ • . • ' ~ MUST BE CONNECTED TO ' ~ e!+. 'ae . - . a' = A MANHOLE AND CU:AN-
OR COMPACTED CLAY and erosion control measures placed in weflonds shall be removed and the naturoi ~ grade restored after the Division of Land Resources has released the project; ELEVATIOa -CLEAN OUT IN ~ OUTS MUST 8E AT GROUND 90' . ~ ~ ~ . • , LEVEL IN A TRAFFlC PROOF
_ c~ a 4. Annual species suitable for wet locutions shall be planted within Jurisdictional I ~-I - REVERSE L=~" wetlands for soil and erosion control. Perenniois such as fescue are prohiblfed; •T ' OX. ~ t . STREET EI DRIVEWAY AREAS
L. Boor PENT I I I III-ll I - - I 5. No fertilizer shall be applied within 10 feet (3 meters) of streams; 9 ~p5 ~ . e e..+ ; , • .t a ~ ~ • 5Tv 1 , + ' ` RAC PLUG
I I-I I NOT B" Th construction corridor inciudin access roads and stockpiling of materials) is f s" Trm~at ~eD>E+ 8 e ( 9 6' ~ 4O' limited to 40 feat (12.2 meters) in width and must be minimized io the maximum rr ~ ~`e ~ ~~Y•: f. ! a :,'.:5:"< . ~
' I I- GROUT THRU HOLE IN MANHOLE ro Ex(2:ED extent practicable. ~~i ( ~1I ' ~ e. • + %w WHEN EVER NOOSE IS .3 . Tt ~ ~ ' I CONNECTED TO SERVICE,
7. Measures shall be taken to prevent live or fresh concrete from coming Into contact SECTION wffh waters of the state until the concrete has hardened; s~ 6. r y tr,,. ~ ~ - ? iv LOWER STACK TO GRADE r ~ .....1.
- d1 ~ t t~; ~ 8. Permanent, maintained access corridors shall be restricted to minimum wi h ~p~ • 'A"" y FlNISHED GRADE
o ~ racticable and shall not exceed 10 feet (3 meters) in width except at manhole VENT FABR. OF 4" LD. SCH. 40 STL PIPE t ATED WITH COAL TAR ocatlons. A 10 feet (3 meters) by 10 feet (3 meters) perpendicular vehicle 7 G~ 5 ~ • , NOTES: 7 ~ 8` ~ 'a' • ~ 1. THE FUl1 LENGTH CE DITCH SHALL PA iEO IN 6" PIT` ty ~ •.a • OF THE SERVI BE COM C
i SHOP GALV. AND CO F ~ AND oUT. turnaround must be spaced at least 500 feet (152.4 meters) apart. y EPOXY INSIDE yZ ~fS P,~G x LAYERS WITH MECHANICAL TAMP. ~ q0 y 2. SOLVENT CEMENT FOR PVC PIPE AND flTnNGS TO BE ASTM D-2564
9. An anti-seep collar shall' be placed at the downstream (utility line gradient) wetland y boundary and every 150 feat (45.7 maters) up the gradient until the utility exits the R'" %t~ 3. PVC SADDLE AND BEND MUST ~ BE~ED IN 7 ST~IE. '8 ~ ~ ~ e _ BEDDING AND HANDUNG OF SERVCE PIPE MUST COMPLY WI1H
wetland for buried utllliy lines. Anti-seep collars may be constructed with class B concrete or cum acted cio . Per endicular wetland crossings less than 150 feet p ' ' ~ CLASS B BIDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.} " ,,ff . ~ r~ r4 `~v.~ •
on do notyre uire anti-see collars. „ (45.7 meters) I g q P S PI" Ql~ ? ~ e r ? a ' SCH 40 PVC ~
3/8' x 3 FLAT BAR BRACKET I, " x 4" Ex. ANCHOR BOLTS cis ischar a of 1x10-5 cm sec or less. A W/2 - 5/8 i0 VENT. The compacted clay shall have a spa if d g / - ~
DO NOT WELD BRACKET CLASS a CONCRETE OR section and pion view diagram is aHachad for compacted cloy and concrote aldi BRACKET SHALL BE SHOP GALV. AND COMPACTED CLAY
soap collars. I COATED WITH GOAL TAR EPOXY ~R-~' COUAR - 10. Placement of ri ra is restricted to stream bottom and banks directly impacted by I MAX. SPACING 150' O.C. P P I, C~ N
the placement of the utility Itne. The stream been must be restored to the original r tion. 71 ;,4, F~,,;; 4 SCH 40 ~I III'" f e SOLVENT CEMENTED 24' LG. PC SCH 40 7" P~ lase ~ - JOINTS (TYPE SC) ' PVC W/ SOLVENT
4 1 2" O.D. x 1 4' S1L. PLATE ~ -y, N contour after const uc n rec stroction / „ / 11. There shall be no permanent cha ges in p on 5~ ~ 1/8 BEND WELD CAP E~' RECOMMENDED 2X
(Tapped for 2 Pluy) elevation contours in waters or wetlands. The designer / contractor will have a I - WELDED TO BOTTOM OF VENT. a ecific Ian for restorin wetland contours. Any excess material will be removed ~ (MIN. GRADE iR~ ~ 1 Ppl ~
6' 6" fo a hi h round dis osal area; ~ , >o~°~p~
12. Ths above guide Iinespgenerally follow the COE Nationwide Permit 12 or Regional Permff 049 (Utility line bockflll and bedding). However, designer /developer / NOTE: I ,~1~ GN" 1. PIPING CONFIGURATION TO BE USED ON ALL DROPS OVER 30`. SDR 23.5 TO I ~ NOTE COMBMAIION LONG E~ PD 2. DROPS TO BE CQNSTRUCTED OF SCN 40 PVC PIPE. a0 ADAPTER I 11 TURN PATTERN
- F RRED METHOD OF VENTING oontractor is responsible for filing necessary permits and following any other I THE PRE E 6~ gP~ 3. SERVICE UNE NAY NOT ENTER MANHOLE THROUGH CONE SECTION r B` IN-ONE WYE Y AND 1/B' BEND I{pl~ OR IT'S JOINT.
IS TO USE DETAIL 3.8 AS APPOSED ~ guidelines applicable under such permits. TO VENTING MANHOLE OPTION I ~P~ 4. THIS DETAIL SHALL NOT BE USED FOR FORCE MAINS. NEW oR EwsnNc
SHOWN HERE IN. " PLAN 5. SITE OF DROP TO EQUAL SIZE OF SERVICE, PVC MAIN.
p111906LO
Y 4~~ 0 A~~~~~lr
T AKE FOREST TOWN OF WAKE FORES TOWN OF WAKE FOREST TOWN OF WAKE FOREST • ~ ~
REST TOWN OF W TOWN OF WAKE FO opal s erAtc DETAA e SCALE: DETAIL ( SCALE DETAL / ~ 1 SANITARY SEWER T W R AT R a2 _ • NOT TO SCALE 323 _ • YP . PVC SEE L E A L NOT TO SCALE 3J6 Q ~ ui ~
NOT TO SCALE 322 ANTI-SEEP COLLAR NOT TO SCALE 3.22 ,Ipl ANTI-SEEP COLLAR STANDARD MANHOLE NOT TO SCALE 3.sa • DETAIL SERVICE INSIDE DROP DATE SHEET 'vViTH IN-LINE WYE DAZE: alffT u~~- ? k R O ~ I
DETAIL ~ ~ DATE sllEEr ~ VENTING DETAIL DATE SHEET ~ , ~ 2 ~ REV. ,,-6-97 z aF 2 118E M1N STAMDAaD 9~ECe1GTKgS ONLY - >F 2 REV.1-T2-00 1 aF t RFV.1-12-00 T a S 'w tlSE WI1H STANDARD SPECIFlCATIONS ON ,I. Y • LY USE YA1N STANDARD SPECi1CA1KiNS OIrY
REV. 10-1-97 1 of 1 uE ¦11 EDYOAp a _ _ . usE YdTH STANDARD SPEancAnaNS aHlr - ~ 10N8 DNLY z. ; ~ . , . , ~ `V ~ J . Q~ 0
BOLT FRAME TO SEE DETAL 3.10 +3.11 ~a~,..
CASTING (4 REQb) T~ ~ READ ~ {OUTFALLS ONLY) "TiN4N OF WAKE FOREST'
FlNISH GRADE ~ MANHOLE
BJIhNTARY BEVMER GRAVITY PIPE SECURE CASTING BURY 8CH®IJLE _ I W/MORTAR
- - C700,ESVCP DIP NOTES•
O,QMMON TRENCH BACKFlU_ (NOTE B) SEE SPEC SECT . ' ' . 1, SIZE OF INSIDE DROP TO EQUAL ECCENTR~ CONE PIPE SIZE COL9NG IN +
WMAX BMAX CLASS BMAX MIN. COVER 02210, PARAGRAPH 15 ~ tea' r
g" ° IF gtEATER DEPTHS ARE NEEDED ON ESVCP, ~ ~ U,,DI~ Nt1 D 8Y NCPE ` a r ' CALCUlATiONS TO 8E PRO E 9" 24' 8'
C+ • 15' 350 34 • DIES 42' OR LARGER TRENCH VAO1H. ~ ~ B++ • 20' 350 50' + FOR TYPE 4 LAYING CONDITKIN, (CLASS C) ~ °D 1RElICH WALLS MAY NAVE YERRCAL ' a% . +
gDES UP 1b A MIN. HEIGHT DF 5 ~ PRECAST GRADE RINGS ARE lO BE 10" H2O 1RUCKLOAD W/LS IMPACT FACTOR z uY SLOPES BAac OR USE / 1 DIP CtOR / USED WHEN POSSIBLE AND ADJUSTED E lED
C+ • 14' 350 28' 3' (REFERS 0 ) ~ 1REItat cox CONTitA ++FOR TYPE 5 LAYING CONDIIK>N, gBlf Fat OETERMIMNG ,r WITH BRICK do MORTAR CWRSE ADAPTER: 5" 60" 5'
B++ • 18' 350 45 3' HZO TRUCKLOAD W/1.5 IMPACT FACTOR PROPER SIOPE (OSiA SUBPART t Flll JOINTS FULL PATH HIGH p, LA .PRECAST STRENGTH TYPE M MORTAR k STRIKE 12" (REFERS TO DIP) 4" ~ 6 FLUSH INSU)E & IXlt LIKE SECTION A•A I I ~I PVC: SDR PIPE - SCH 4o PVC ADAPTER
NOTE BURY =COVER ABOVE PIPE. (130 pcf) GRADE RNGS - C+ 36" 13' 350 28' 3' MAXIMUM OF t2' r.AR I I Y O,Q~LP,ACTED BACKFlL USE AN APPROVED BITIlAeNOUS SHAPED MIYERT DIP: OMNI COUPUNG e •e• a DIP TO PVC SCN 40 SOLVENT CEMENT
+ NOTE 6 SEE SPEC SECT C+ 13 , ( ) OTHERWISE ADD BASE SEALANT APPLIED TO TOP .a• a. ` ~ ~ RUBBER BOOT W1TH S.S. BANDS OS5 . ` +
B++ 38° 19' 350 44' 3' F~ ° 02210, PARAGRAPH 15 RISER SEC110N 24' da ` Of CONE BECKON 2G N .i. • B++ • 17' m .f, ~
~ ~ 14" CONTRACTOR TO ' •Q ~ LADDER 51EP5 0
C+ - - 350 2T 3' LOCATE STEPS . ` ` 90' FROM OUTLET e e'
ING LINE ~ PIPE. STEPS BY ~ . ~ . USE ECCENTRIC CONE I z. M.A. II~USTRIES, INC, . 'o SDR35 PVC OR DIP SHELF SLOPE
'W z~ ~ P51-PF OR EQUAL '1 T ~ TRENCH WIDTH _ a~ PIPE GRADE MEERNG AS1M. C47$ , a .'e a MIN. 18' JOWT, DIAMETER ' . o' • .o: • ~ •o ° AS SHOWN AN PLANS. RI
(SEE CHART) = EODING OMS ~lo?t 7BE~P:ACKE1lL 6„ 8 4. STAINLESS STEEL STRAP GROUT ANNULAR ~ WITH S.S. EXPAN90N
SEE SPEC. SECT. 02210 ~ WORK WIELL UNDER ~ ALL JOIN15 TO BE T dt G W/ PARAGRAPH 15 ' OPENINGS lAG BOLTS 18' O.C. 1g.{ STRAP TO
COMPACTION RE 'TS TO TOP OF PIPE CLASS B-1) BOTTOM OF PIPE ~ • + PREFORMED BUM RUBBER {MAS1K:) { FOR 4 r (12' LIFTS MAX.) SEE NOTE 5 GASKET MEERNG AASHTO M-198, BE LOCATED 0 TEE ~ a
6' OJ). OF PIPE 6' MINIMUM SIDE CLEARANCE • ~ ; ASTM. C-990, FED SPEC ; UP TO 36' E~NDATION STONE NOTES ss-s-oozlo (21aA) u INVERT de SNEIf 7 . I~
m SHALL BE REQUIRED WHEN 12' O.D. OF PIPE 12' ARANCE BUCKET 1. ALL SERNCE LATERALS INTO 7RFNCH wAllS MAY HAVE VFR11cAl SOIL CONDITIONS ARE UNSTABLE, MAXIMUM SIDE CLE : ~ ; . - . t ~ ~ MANHOLE e . 45' PYC SCN 40 BEND. ~
SIDES UP TO A MIN. HEIGHT aF 5 MANHOLE TO BE CORE DRILLED A ~ Fr. uY sLaPES sAat oR usE AND BODIED. r ~ ~ PRECAST MANHOLE TO MEET 1RENfH BOX (OSHA SUBPART P, FLEXIBLE RUBBER B00T ANGLE TOWARDS INVERT AS1M 0923 W/STAINLESS pUT I
NOTES: 2. MAXIMUM DEPTH 4' DIA MANHOLE . REQUREMENTS OF As1M. 0478, ro LA'IESI) CONTRACTOR RE5PON99lE = 20' (SEE PARAGRAPH 3.5.3 OF FOR DE1ERhtlNING PROPER SLOPE bracin dimensions shall be taken from the ' AASHIO M-i99 STEEL COMPRESSION 5 DEGREE SLOPE . BAND AND CLAMPS e
i. For trenches requiring shoring and g, SECTION 3, WATER AND SEWER i ?F inside face of the shorin and bracing. DESIGN FOR 01HER REQUIREMENTS F i g ~ °F uooseA~ o 6' 91.
~ 2. No rocks or boulders 2 or larger to be used in the initial backfill. 3, ALL SANITARY SEWER MAN- SAN. SEWER
e" MIN. iv ~ al HOLES TO BE VACUUM TESTED, ? 3. All backfili material shall be suitable native maters ~ rf „ s . 0 z 6" ~y EXTENDED BASE WNERE1 OVAL TO EX. OUTLET 1+1
~E SPEC. SECT. 02210 4. Bockfiil shall be tamped in 6 layers in traffic areas, 12 in non-traffic areas. SLOPE OF CHANNEL ~ CALLED FOR ON PLANS SL.~E OF CHANNEL=0.10' FALL ~ PIPE DIAMETER, BUT IN MH SCHEDULE NOT TO EXCEED 2.
PARAGRAPH 15 ` 5. To be used with PVC. r)V COMPACTION REQ'1S 0.10' FALLHUNLESS ~ . f FOR won:: 6 EXTENDED BASES REOWRID ON ' • ~ .''a
(s" uFrs) um cum ocNon re uirements: sltowN OntERwlsE ( 6. Minim p q ON PLANS. ° ~:':<<•'~• PRECAST 08ENING REQUIRED FOR "O. ,cPRI~ INE~ OF PIPE L CA ~LYP~ ~ ~ ALL PIPES. ALL 4' M.H.'s OVER 12' D~'• e +
MIN, D 8 N z Under avements, Cohesive soils TOP 12" = 98lG ASTM 0698-91 = SEE PLANS FOR PIPE SIZES
/ o ~ P BELOW 12" = 95% ASTM 0698-91 r within HWY R/W + M'~ - .x:.'L, 7Q% ASTM D4253-93 a'• ;
ASTM D 448, AASHTO M-43) `d Under pavements, Cohesfoniass soils ~ R ~ ' NOTE: USE 6' EXTENDED wlfhin H /W BASE WHEN TOTAL MH i
D/a, 4" MIN. ASTM D698-91 Non-Traffic areas Cohesive soils 85Si ~ HEIp1T EXCEEDS t2'
SHALL BE REQUIRED WHEN D 'd MIN, n-Traffic areas Cohesionless soils 80% ASTM D4253-93 T Na SET MANHOLE 40 ~ SOB_ CONDITIONS ARE UNSTABLE, CLASS C CLASS B 27" & SMALLER 4" IN 8 TO 12' ~ b
ALL PIPE -SEE SPECS. SEE SPECS FOR FOUPB)A710N REFERS TYPE 4) (TYPE 5) X57 STONE. N
atD IMPROVEMENT WHEN NEEDED ( 30" & LARGER 6" TO DIP ~ {LAYING COND.) {LAYING C ) j TOWN OF WAKE F
ST AKE .FOREST TOWN OF WAKE FORE OF WAKE FOREST TOWN OF W r TOWN DETAIL / ScAtE DETAM. / ~ OREST TOWN OF WAKE FOREST ~ ~ SCALE: DETAIL / , SCALE: DETAIL /
oEraL ;r PRECAST CONCRETE NOT TO scaLE 3.3 "Ih ~ TYPICAL TRENCH BOTTOM DIMENSIONS NOT TO SCALE 3.2 _ ' , ~ PRECAST CONCRETE NDT To SCALE 3.3 STD. 5 DIA. PRECAST NOT TO SCALE 3e6 ~ ~
TRENCH DETAIL FOR NOT TO SCALE 3.1 4 DIAMETER MANHOLE DAIS: SHEETx ' ' s - & BACKFILL REQUIREMENTS DATE ~EETx w 4 DIAMETER MANHOLE DATE SHEET Lt MANHOLE INSIDE DROP .DATE SHELT(A
GRAVITY DIP DATE StIEET ~ REV. 9-6-99 1 of i u 1stH STANDAtiO SPEdncnnar oNIY REV. 11-1-99 1 of 2 I - REV. 9-6-99 1 OF 1 OBE VN1H STANDARD SPECIFlCAiIONS ONLY ov 2 R V.1-20-98 a' 2 ~ V -8-99 1 of USE NI1H STANDARD SPEdFlCATKYIS ONLY E 2 ~ RE 9 1 USE WITH STANDARD ECEICAnONS ONLY I,
USE wTH STANDARD $PEpFlCAl10N5 ONLY - . , zs
lDaUYRs
L
}~IA7~ DTS
OIID® BY:
1~11)~
4of5
x0:\SDSKLDD2\TDC\Tdc00007\1-dwgs\detoils-notes.dwg 09/14/00 10:36:38 AM EDT

b ~
~ ~ ~
W o ~ a ~
o~ ~
PROJECT NOTES: SEED o ~ ~ SEEDING SCHEDULE
zz o ~
1) ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT TOWN OF WAKE FOREST MANUAL OF PERMINAIUr sEEDINC: 5H INANT SEEDN4G: SMOULDERS, SIDE DITCHES, SLOPES (Maz. 3:1) x ~
SPECIFICATIONS, AND STANDARDS. DALE TYPE W v U TYPE PLANTING RATE E,,~ ,~Q ~ ~
Aug 15 -Nov 1 TaII Fesc 2) ALL SANITARY SEWER MAINS AND MANHOLES TO BE TESTED AS PER THE TOWN OF WAKE Nov 1 - Ma 1 Toll Feso Tali Fescue zoo lbs./°ore THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION nt N 1 Toll Fescue 200 Ibs./acre 4'' T•. t0
FOREST DETAILS AND SPECIFICATIONS MANUAL. & Abrur Mtu 1 -Apr 15 Tall Fesu iti Abruzzi Rye 25 lbs./acre BY THE TOWN OF WAKE FOREST. 5 a o ~ rn 15 Tall Fescue 200 Ibs./acre
Apr 15 -Jun 30 Hulled Cc 30 Hulled Common Bermudagraes 15 lbs./acre + U ~ O Z I I
3) MANHOLE NUMBERS TO BE SUPPLIED BY THE TOWN OF WAKE FOREST. ALL MANHOLES MUST BE NUMBERED ACCORDING TO SEOTION 3.5.3
OF THE TOWN OF WAKE FOREST MANUAL OF SPECIFICATIONS, STANDARDS PERMINANT SI U 1/ w ~ PERMINANT SEED: SLOPES (3:1 UP TO 2:1) PU LIC WORKS AND UTILITIES A Z ~ ~ ,a; ~ ~
AND DESIGN. (STENCILED OR SIGN MARKER 10~ ABOVE GROUND) Aug. 15 - Nov. 1 Tall Feacu v. 1 Tall Fescue 200 lbs./acre ] T` ~ ~ ~ ~
dt Serlcea dt Serlcea t.espedeza (unhulled, unscai8ed) 60 to 70 Iba/acre x ~ ~ ~ a~i
4) EROSION CONTROL MEASURES CAN BE LIMITED TO SEEDING AND MULCHING OF THE Nov. 1 - Moc i Tall Fescu COMPLETED SECTIONS. SEED USED MUST COMPLY WITH ATTACHED STANDARD ~ sarlcea 1 Tall Fescue 200 lbs./acre ~ ~ °s o do Sericeo Lespedeza (unhulled unscartfied) so to 7o Ibs/acre ENGINEERING DEPARTMENT b a
SEEDING SCHEDULE. ~ Abn,ZZ1 Nov. i - Mar. 1 Toil Feacu do Abruzzi Rye 60 to 70 Ibs/acre DATE ~ q 1 Toil Fescue 200 Ibs./acre ~
& Sericea & Sericea Lespedezo (unhulled, unscariRed} 60 to 70 Ibs/acre oD F
5) ALL MANHOLES MUST NAVE WATERTIGHT LIDS. (THIS NOTE OVERRIDES THE TOWN DETAILS) q . ~ ~
USE EITHER VULCAN EJ 2027-02 OR US FOUNDRY 669KL WATER TIGHT FRAMES AND COVERS, (SEE TOWN ENGINEER FOR VENTING LOCATIONS) FIRE EVENTI ~ ~ a 0 ATE ~ r.
Consult ConaervoHon Engineer formotion concerning other altemc onservoBon Engineer or Sob Conservation Service for additional In- ~ y taming other alternatives for vegetation of denuded areas. The above ,d q
vegatotlon rotes ore those which rate combinotions era possible. es ore those which do well under local conditions; other seeding ~ q p are pos9,I,le. SUBDIV ON A MI I T ~ w
N S BATOR DATE
•s+TEMPORARY - Reaeed oxord0 Do not allow temporary cover to 1 'Y -Reseed oxwding to optimum seaeon for desired permanent vegetation. temporary cover to grow over 12" In height before mowing, otherwise
fescue may be shaled out. ~ shaled out. v
~w
t
PIPE CROWN x
45• 45' , B A B 11~.
N M' N S ,a.,
SADDLE
~r THE NEXT 2 FULL JOINTS BEHIND BLOCKING, SHALL BE 'LOCK-TYIE' JOINTS OF PIP.
fSiA' ro s' m ~ PIPE LENGTH PER PLANS ~ CREEK
- ~ ' SPRiNGUNE „ j>; WALL 1HICKNESS PER PLANS TOP OF STEEL ENCASEMENT PIP RIP RAP 60' MAX. DIST. WITHOUT SUPPORTS 24" E , RIP RAP
3000 PSI CONCRETE COl1AR 1
I~ ~ Y, li_ e'^ JT DiP StfP SVA1 D~' ~ o x p z,~; -
A Y~ 9 a y 3 _ ~
3 s, B 4" DIA x FlLL DACE W/ CONCRETE P9'E SUPPORT ASSEMBLY 6' MAX. ~ 3' MIN. FROM
SECTION A A BOTTOM OF CREEK WATER LEVEL AT EACH END OR PROVDE SEE OEiAIL a ~ 1'"A BRICK k MORTAR ~ ; , ~ 5 w w a ~ ~
SADDLE ~ SECTION A A INSTALLATION LIMITS w z NOTES: 0
~F. > ' 1. GREASE ENCASEMENT PIPE AS REQUIRED fOB EASE INSTALLAilD14. ~ 2. INSTAlLAT10N BY DRY BORE do JACKING. BED COLLAR IN SEE NOTE 3
, t~ 3. STEEL PIPE TO BE 35,000 PSI MIN. HELD STRENGTH. ~ BANN
.da `Z tY 12"
ENC ASEMENT PIPE DETAIL
CASNG PIPE
Jp. ~i7, 67 OR X467 , m i; m VARIES PEE DIA, +6' ON 80TH SIDES SEE NOTE 3
*J N GASKETED PVC ADAPTER ~~1 N NOTES• 1. PLACE COLLARS ON flRM UN-DiSNRBED EARTH. H0R• TOP
SCH 40 PVC ROCK 2. IF CROSSING DISTANCE IS GREATER THAN 80' 3000 PSI " PIERS MUST BE USED. CONC. '0
s~ ~ 3. PROVIDE CALCULAnWJS ON BEAM STRENGIN OF nES ~ a
~OENECO MODEL E40 SEALTIIE ' SCH PVC 40 CARRIER 1YPE 'E" WYE SEWr7t PIPE ~ PIPE AND ANGtORAGE BY N.C. P.E. ~ a o GABBIER PPE ASINC PIPE SUPPORT ASSEMBLY MARK NUMBER s, R MAY mMF>1510F1S 4. TO FAGUTAIE ACCESS FOR MAINTANANCE 11tAFFlC ' O w E~ ~6 VERT.
45' (ASTM A-48, CLASS s' 30 CAST IRON) ' NOMINAL 0.0. 0.0. WALL O.D WALL 3 4 A B D CROSSING STREAMS, PROVE PIPES IN STREAMS ~ VERT a as C W T e A T B T UP TO 7W1N 36" RCP. L=2D' MIN. PIPE TO BE + I
-PIPE CROWN ' 8' 6.80' 12' .261' 12' •375` 5' 2" 3/B' 3' 1' 3/B' 3' 3/8' 1/2' DIR. 1 REQb 10.40' 1 7/8' 3/4' SIZED BASER ON FLOW (SEE ALSO DETAIL 3.28). ~ n , PIPE ~5's HOB. ~ a
M ~ ~}fe 8' 9.05" 1fi' .282` 1fi' •375" fi' 2' 3/B' 4' 1 3/4' 3/8' 3' 3/8' 1 Y GA. 1 REQb 14.05' 1 7/8' 3/4' 5. SYSTEMS IN WETLANDS MUST BE EVALUATED - w ON A CASE BY CASE BASIS. 10' 11,1tY 24' .40Y 24' .375' 6' 2' 3/B' 4' 4 3/4' 3/fi' 4' 3/fi' 1/2' DIR. 1 REQb 22.10' 3' 1 3/8' a . -
~ S ~ 12' 13.20' 24' .407" 24' •375 6' 2' 3/8' 4' 3 3/4' 3/8' 4' J/8' 1/2" DIR. i REQb 22,20 3' 1 3/fi'
24 ga.'STAINI~~$~ t riM"'i": ~D~f '$TEEL:_STf~Af' N N 14' 1b. ' .375' 6' Y 3 4' 2 30 24 .407' 24 /8' 3/4' 3/8' 4' 3/b' 1/2' OIA. 1 REQb 22.30' 3' 1 3/8' 1N1111r111! ~
i. 18' 17.40' 3D' .4M' 30' .375' 8' S' 3/6' 6' 4 1/4' 3/fi' 6' 3/6' 3/4' DIA.1 REQb 27.40' 3' 1 3/8' ~A,~1 100peooo 11Y 19.50' 3p' .169" 30' .375 fi' J' 3/5 fi' 31/4' 3/fi' fi' 3/8' 3/4' OIA.1 REOb 27.50' 3' 1 3/8' ~ a'• 0~4
P S C'P'ION B-B N B-B 30' 32.00" 42" ,583' 42' .375' 12' 4' 3/8' 10.2 1/2' 1/2' 10' 1/Y 1/2' DIA, t REQb 38.75' 3' 1.3/8" ~ / y
A A # aMENSIONS ARE MIn~I1T COATINGS ~ r=
2.5" .Q ~ ~ z t.) 'a ~
NOTE:
SADDLE TO HAVE TUBULAR RUBBER GASKET SUPPLIED CEMENTED TO SADDLE ASTM C361-77) ~.qq ~ ~ p k p dl ~ i
( q
EST TOWN OF WAKE FOREST ~4r`y'ni.~~„, a era -i" " ,
TOWN OF WAKE FOREST TOWN OF WAKE FOR DETfdL scue DEraN, r scuE: DErul r OWN OF WAKE FOREST TOWN OF WAKE F ORE3T DETA0.1 SCAtf: DETAIL
~ DETAIL FOR ROCK NOT TO SCALE ~ ^ • _ • STEEL ENCASEMENT NOT TO SCALE 3.20 • TYPICAL LATERAL SADDLE NOT TO SCALE a~a _ • a.2o _ • STEEL ENCASEMENT Nor To scA ' fi~E: °E`"`' LE 3.20 _ PIPE CROSSING NDT To scALE 3.27
PIPE DATE SNEET~t EXCAVATION FOR PIPE DAZE sNEET,~ DETAIL DATE: sNEET~ DETAIL FOR DIP & VCP s~~ DETAIL DATE: DITCH DETAIL DATE SHEET ~ 1 DF 2 USE W1H STANDARD SPECIFlCAnON5 OMLY REV.12-30-97 2 OF 2
REV. 10-7-99 1 aF 1 REV.10-21-97 1 of 1 usE ~ sTANOARD sPECIF~Ana1s aILY REV.10-21-97 1 aF 2 ` - usE INTH STANDARD SPEgFlCanals ONLY ' usE WTH sTANOaRD sPEaFlcanoes oNLY .,.x _ , USE xtTH sTANDAAD SPECIflCAnONS ONLY r.,.:.> ~ ....:.,.P. r. M., . , ....w ~ ,
1 'b~ w w r ~ a.
O K t'r `~1~7 ~Q ~ a. p~iW ~W~WNg WZ} , ,j
' xi h7~. `ry ~f, S. f FQO W Q r:gpZ ~+'.;';t. t- d 0: w N Z~ Q ~ ~ MANHOLE
l O 4 1e ";dl.2 ~ (L N~ ,,a mV.1~M Nip y_ONV ]I-w ~yNa. wU0 ~ i
p ~V ~ v M Q O~ O d o a ~ k ' r30TES:
t ON D w ~ ~ a ~ a O "a to v 1. SIZE OF INSIDE DROP TOE AL K w~ w Z q w Z~ ~ ECCENTRIC CONE ~ ¢ o: 0 ~ O F Z ~ Q O PIPE SIZE COMING IN
`4L ~ Npp w N ~~ap~
A BE "LOCK-TYfE' JOINTS OF DIP. W NO I THE NEXT 2 FULL JOINTS BEHIND BLOCKING, SH LL CREEK ~ F V af1S N3NV ~ . ~ ~ U~ ~~w ~ ~ ~ ~Ww Ncwiw°- g ~ Z y to ¢ ~ J' ~ O B" 24" 8'
1 1 4 60' MAX. DIST. MtTHQUT SUPPORTS 24" RIP RAP ~ a N ~-O~p mw a
a, RIP RAP , o. 3000 P9 CONCRETE 0 o.'>=~ oa Joe ~w o:~o
1 COLLAR -1- a: a ' a. ~ ~ 3 a tt 4 m c ~ rn ~ m ADAPTER: 5 VARIES - 48' MIN. 5" 1+1 y" ~ e 0 4 q m -
a za . y .~.1 Da ~ WO • ~ P to F ~ < V M ~ O ~ rn PVC: SDR PIPE SCH 40 PVC ,v D N~1_~=~~~ ADAPTER
. r,= p, Q cn ~ ~ y a gg p ~ DIP: OMtd COUPLBJG = to w ~j ~,~Q F Q ¢ f w w DIP TO PVC SCH 40
' , , 3' MW. FROM q O O A ~ eoTTOM of (ttEEK WATER LEVEL ~ m ~ ~ N d: gZ- B a n. N I- z o W o n. y o ~ o ~ ~ O c RUBBER 8007 WI1H SS BANDS SOLVENT CEMENT (TtOSS 0: O rp
f ~ ~ - w ~ iOofi ~x x a < n ~m~ aNyyO~~j~v w WN F~ QU a UW o-mZ <~O
x,_ ~ ~ ~ ww _ww -w w ~z6 p :`C N ~=+F cw'J°aa:UNIQIY~c k , a W aH°zawaoayo~~ ! ° ~
A R IN ~ SEE ROTE 3 ~ EMBED COLLA 10 3 4" TOP OF BANK a E' ~da<.,gUxUQUtn3 ~ SDR35 PYC OR DIP
d t2" S~W Z N M
~ac~ r MIN. 18' JGNL DIAMETER Q AS SHOWN AN PLANS.
~ STAINLESS STEEL STRAP CORE MANHOLE WALL ~ tNTH S.S. EXPAN
„ vARIES PIPE as dr INSERT RUBBER 90N LAG BOLTS w :=;es• BOOT, GROUT 18' O.C. 1~ STRAP TO
~ 1H SI S SEE NOTE 3 o w NOTES: +e" oN Bo DE ~ a a c ,.y, ANNULAR OPENINGS BE LOCATED ®TEE D. U
1. PLACE COLLARS ON FIRM UN-DISTURBED EARTH. iY<`+ HOR. TOP o m~ ~ ~ ~ ~ Z IF CROSSING DISTANCE IS GREATER 1HAN 60' 3000 PSI " F ~s ' Qe ^ Z~ ~ a~ „
COPOLYMER POLYPROPYLENE PLASTIC PIERS MUST 8E USED. CONC. ~ ~ ~ ~ a. ~ PROVIDE CALCULATIONS ON BEAM ST~IGIH OF - ~ M ~ F ~ ~ 45' PVC SCH 40 BEND. M D:
1 2" GRADE 60 STEEL REINFORCEMENT 3 tf3 TIES o ~ y. ~ 0 ~ PIPE ANO ANCHORAGE 8Y N.C, P.E. ° 0 m ~ ~ ~ 3 ~ Z O ~ ANGIF TOWARDS INVERT Z ~ OUT ~-tA
4. TO FACILITATE ACCESS FOR MAINTANANCE TRAFFlC ~6 VERT. ~ VERL ~ o ~ ~ Y s ~ ~ ~ -1~!1 e' ' CROS~NG STREAMS, PROVIDE PIPES IN STREAMS ~ + ~ ~ a ~>Y a~~ W
~ . ~ 5 3 4' UP TO TWIN 38" RCP. L=20' MIN. PIPE TO BE ` ' ~ ; ' ~ ~ . . ~ ' SIZED BASED ON FLOW (SEE ALSO DETAIL 3.Z8). ~5's Hit. • m N i o w (9 m a O ~~"o y, t9 m vJ' EX. SAN. SEkER
' d, C ~ ~ ~ 5. F1PE SYSTEMS IN IYETLANDS MUST 8E EVALUATED aa _ .'4'. OU'N t11 _,a.: ON A CASE BY CASE BASIS. ~ I Np 1
~ 'T.WN • ~ 'e' ' > OJ Q ~.W~ Q F- N EQUAL TO EX. OUTLET J Q ~ PIPE DIAMETER, BUT
~s r ~ LLOy N d ~ a~ ~ Q , . SECTION A-A ~ ~ ~ ~ W L`' p Q ~ a ~ ~ NOT TO EXCEED 2'. W
0 o _ K ~ m
o 0 t`' O iA o~i UN ] o N ~q, O L{~,~UN ~i
a 0~~ . ~ d ~ aD 4 a ~ = 4 O J J U aN~' O Z 4 4 O ~
~ , N ~ I,.,. U m ~ J O _ V W ~ tD O Sc~ ° I'
LL.I n' Z N NOTE. STEP SHOWN IS PS1-PF BY M.A. ININISTRIES INC. o. „.x~t aQQ JJ nJ. W ~ W
PEACHTREE CITY, GA. ~ aU m ALTERNATE MAY BE USED IF APPROVED BY TOWN. ~~<S"' m ~
i'> >
row
REST 4 TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FO TOWN OF WAKE FOFtE$T TOWN OF WAKE FORE3T
scA1E: oErAIL rr scALE~ oErau ~ + jt pEfAll I scAtF: DETtJL ®D® B1Ci t SCALE DEraL f
1~ ~ PERMANENT STREAM . _ ~~nnlunl F ~T~p . _ PIPE CROSSING Nor To scALE 327 • ~ NOT TO SCALE 328 • PERMANENT t, 3.2e ~ STREAM r~ ~~o , . _ _ cTn Ir\ICIn~ nQno
rvv rr ~r rva_.r- v r ~r 1141 IV .7bA{.G V.iT DITCH DETAIL DATE SHEET~t FORDING DETAIL DAZE SHEET CROSSING WITH CULVERTS -DAM ~~n~ NOT TO SCALE 3.7 WAIA
DETAIL DATE SHEET REV.10-11-98 2 aF 2 REV.10-21-97 1 OF t VATH STANDARD SPEGNGUIONS ONLY REV. i i-1-99 1 OF 1 USE NTTH STANDARD SPEOFlCATIONS ONLY IN EXISTING MANHOLE oan: SHEEri 2 ff 2 USE Yent STANOaW srECtctcanaNS our REV. 10-11-98 1 of 2 u vent sraNOmo st canaNS oNLr REV. 9-8-99 1 1 DAM
USE PATH STANDARD SPEgRCAVONS ONLY USE -11,17 "T
O
00: SDSKLDD2 TDC Tdc00007 1-dwgs details-notes.dwg 09/14/00 10:36:38 AM EDT

~ S T ACCURATELY DEPICTS THE BOUNDARY OF THE sy THIS CERT~IES THAT THIS COPY OF THI PLA
JURISDICTION OF SECTION 404 OF TF~ CLEAN WATER ACT AS DETERMII~D 6Y THE REVI I N
UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE W THE LAW OR OUR PUBUSH~
REGULATIONS, TWS DETERMWATION OF SECTION 404 JURISDICTION MAY BE RILED UPON FOR ~v A PERIOD OF NOT TO EXCEED FIVE YEARS FROM THS DATE. THIS DET~IuIIN~TION WAS MADE NOR1H
~ ~ $ UTILIZ~IG THE 1987 CORPS OF ENGII~tS WETLANDS D~ATK)W MANUAL
3 ~
WALL ROAD PROPOSED 0`~
EASEIIENE ~ NOPYI~
~ GRAPHIC SCALE ~ Tltle:
~ Date: ~ 0 25 ~ 200
b ~,r.

(U,S AKE FORE T (IN FEET
1 inch = 50 ft.
A
V 7
-.."KY
VICINITY MAP No a
A

AE8 ~
AE7 AE57
BE45 RICE &
~g ' AfPO AE6
BE2 AE56
AE5 AE4 ~ ASSOCIATES
6E44
AE55 CIVIL
EIE3
AE54 BE4 8E43 AE53 AE52 EIE32 ENGINEERING.,
BE33
i EEB BE42 PLANNING.,
PROPOSED SANITARY SEWER ~ BE34 X41 CENTERED IN 30'W EASEMENT ~ ~
AEts ~ P~4o
AE51 & SURVEYING
LIMITS OF OLDE MILL STREAM ' EIE30
WETLANDS AREA PHASES 4 & 5 ~ c 7 AEtD PINS: 1841.07 60 3311 P~ 978 Trinity Road
a~7 DEED BOOK 7969, PAGE 523 Stu eEZ9 AE50 ~ Raleigh, NC 27607
NE28 tI AE78 AE20
1 AE2t 6E11 _ FJQ/ [ Voice: 919.854 ' 0811
AE22 AE46 In 919.854.0812
HE12 8EJ8 [e-mail]
11,833 SF
` 0.27 ACRES AE48 X37 AE27 ` A~ N?g ARfA OF IMPACT ~ AE4B UMIPS OF
AE29 m 46 ON WETLANDS Wetlands Impact
1 AE47 WETLANDS AREA Abe AE30 AEJ3 `v 05' EIEi4 E~ by Sanitary Sewer
~9 ~p'41"W 214. ~~4 AE7S ryw
S? \ AE24 ~1' ~l \ 8E15 9 ~ H OLDE MILL STREAM
AE3t ~6' (1, ~ ~ ' ~B~ ~r 2 AE ~ ~ W
Ae34 108. ~ ~,e ~ f "?B' g6' AE42 1 1)93, PHASE 4 & 5
'41"E 2~' ! ~ SOB'09 18
m WAKE FOREST, NC
L13 6 13E24 to Ae4o e~17 ~Y 1 eE1e fre •
9 .,95 AE38 g5~ t~2o
r ~ eEte EI~t
N 4 ~ 6~ L18 ~Sg~ y 289.15
r9AF 4,984 SF ' 1 S EIE23 165.96 N01'3T38'W 0. 1 ACRE
AREA OF IMPACT t~ SITE:
'5315 W ON WETLANDS N03 PROPOSED SANFFARY SEWER SEWER
CENTERED IN 30'W EASEMENT T OLDS MILL STREAM
TABLE N/F LINE RESIDENTIAL DEVELOPMENT WAKE FOREST TOWNSHIP
LINE LENGTH BEARWG SOULE, RENA P. Li 75.80 SO6'29'23"E SINGLE FAMILY WAKE COUNTY, NC
N/F 1842.04 50 8701 31 LZ 41.17 N78'34'53"E SOULE, DONALD BEDFORD N SSg PIN 1841.07 60 3311
L3 71.98 S78'10'S3'E dt PATTI BEAN 4 . L4 45.13 N51'48'28"E VACANT 3?6* D8 7969. P6 523
L5 39.04 S5T12'37"W 1842.04 50 3971 ~
L6 14.13 S82'33'S7"4V
L7 19.85 N85'42'45"W L8 5.66 N12'00'19"E C, k, ~OFESS /p~• ;
L9 34.89 N2 '01'41"E
L10 31.62 N51'39'23"E WETLAND NQTE$ L11 29.26 SOt'28'00"E a SEAL ~
Lt2 27.28 s2r17'4s"W 1 THESE WETLANDS WERE EVALUATED AND FLAGGED BY y L-3841:
L13 9.16 S51'2T57"W )
u4 30.06 SOt'20'34"E EWS AQUATIC SERVICES. THOSE FIELD Lt5 32.73 S3TOT22"W DESIGNATED WETLANDS WERE THEN SURVEYED BY RICE &
U6 2.44 N6TtT53"E ASSOCIATES AND THE RESULTS SURVEY ARE SHOWN HEREON. N/F
U7 34.32 N63'23'38"E SOULE, DONALD BEDFORD L16 12.7s SOT'35'46"E 2) PROPERTY LINES SHOWN AS DASHED WERE NOT FIELD ~ ~ PATn BEAN UNLESS THIS DRAWING IS SIGNED
L19 27.22 S29'i9'43"E SURVEYED. VACANT AND DATED, IT SHALL BE CONSIDERED PRELIMARY. NOT FOR RECORDAYION.
1842.04 50 2496 CONVEYANCE OR SALES.
3) AREAS CALCULATED BY COORDINATE GEOMETRY. FEBRUARY 21, 2001
IAA~WGloldmill\Phase 4&5\wet-esmt.dwg Fri Feb 23 09:47:36 2001 [e-mail] '