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Map of 2629 Thurrock Dr Apex, NC by MapQuest Page 1 of 2

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Apex, NC 27539-8656, US

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Map of 2629 Thurrock Dr Apex, NC by MapQuest

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Apex, NC 27539-8656, US
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Account Summary - 0238883
Home Wake County Real Estate Data
Real Estate ID 0238883
WAKE Location Address
2629 THURROCK DR
COUNTY
Land Deeds Notes Sales (Photos Tax Bill Map
N011111 CAROLINA AccountI BuildingsI Lan
Account Summary
PIN # 0678888923
Page 1 of 1
iMaps
Tax Bills
Property Description
L028 AMHERST COSD SUB PH3 BM1997-1933
Pin/Parcel History Search_Resul_ts New Search
Account
Search

Property Owner
MAZUR, KEVIN M Owner's Mailing Address
2629 THURROCK DR
APEX NC 27539-8656 Property Location Address
2629 THURROCK DR
APEX NC 27539-8656
Administratve Data Transfer Information Assessed Value
Old Map # 784-00000-0000
Map/Scale 0678 02 Deed Date 10/28/1999 Land Value $25,000
VCS 12WC028 Book & Page 08447 2615 Assessed
City Revenue Stamps 235.00 Bldg. Value $93,406
Fire District 23 Pkg Sale Date 10/28/1999 Assessed
Township MIDDLE CREEK Pkg Sale Price $117,500
Land Class R-<10-HS Land Sale Date 7/26/1999 Tobacco Pounds
ETJ WC Land Sale Price $23,500 Tobacco Value
Spec Dist(s)
Zoning R-30 Improvement Summa ry Land Use Value
History ID 1 Use Value Deferment
History ID 2 Total Units 1 Historic Deferment
Acreage .23 Recycle Units 1 Total Deferred Value
Permit Date 7/13/1999 Apt/SC Sqft
Permit # 0000994468 Heated Area 1,267
Use/Hist Assessed
Total Value $118,406
Assessed
littp://mswebO l .co.wake.nc.us/realestatc/Account.asp?id=0238883 &stype=addr&stnum=... 11/28/2006
Building Detail - 0238883 - Card 01 of 01
Home Wake County Real Estate Data
LL _ Building Detail
Real Estate ID 0238883 PIN # 0678888923
Location Address Property Description
WAK12629THURROCKDR L028 AMHERST COSD SUB PH3 BM1997-1933
COUNTY Pin/Parcel History Search Results New Search
NORI'll CAROLINA Account I Buildings I Land I Deeds I Notes I Sates I Photos I Tax Bill I Map
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Building Location Address ilding Description
O Card 01 Of 01

2629 THURROCK DR WC028
Bldg Type 01 Single Year Blt 1999 Eff Year 1999 Base Bldg Value $87,541
Family Addns Remod Grade C+10 110%
Units 1 Cond % B 97%
Heated Area 1,267 Int. Adjust. Market Adj.
Story Height 1 Story Market Adj.
Style Conventional Other One Fireplace Accrued % 97%
Basement Crawl Space Features Incomplete Code
Exterior Frame Card 01 Value $93,406
Const Type All Other Cards
Heating Central and Value Assessed $25,000
Air Cond Central Total Value Assessed $118,406
Plumbing 2 BATH
Main and Addition Summary Other Improvements
Story Type Code Area Inc Units Desltem Code Year%G D Inc Value
M 1 FRCS 1267
A OP R 216
B DK @ 120
C
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Photograph
2/11/2000 10:14:27 AM
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Building Detail - 0238883 - Card 01 of 01 Page 2 of 2
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Search Results
0PE,N I'll 10'1'0
REID: 0238883
OWNERI: MAZUR, KEVIN M
ADDR1: 2629 THURROCK DR
ADDR2: APEX NC 27539-8656
ADDR3:
DEED BOOK: 08447
DEED PAGE: 2615
DEED DATE: 10/28/1999
DEED ACRES: 0.23
BLDG VAL: 93406
LAND VAL: 25000
BILLING CLASS: INDIVIDUAL
DESCRIPTION: L028 AMHERST COSD
SUB PH3 BM1997-1933
MAP NAME: 067802
PIN NUM: 0678888923
PIN EXT: 000
CITY:
PLAN JURIS: WC
TOWNSHIP: MIDDLE CREEK
YEAR BUILT: 1999
SALEPRICE: 117500
SALEDATE: 10128/1999
TYPE USE: Single Family
DESIGN STYLE: Conventional
UNITS: 0
LAND CLASS: RESIDENCE- 10
ACRES-HOME SITE
ZONING: R-30
OLD PARCEL NUMBER: 784-00000-0000
ADDRESS
ST NUM: 2629
ST MISC:
DIR PREFIX:
ST NAME: THURROCK
ST TYPE: DR
DIR SUFFIX:
Page 1 of 1
To download the Attribute Codes for the Parcel Data (includes Townships, Billing Class, Land Class, Type/Use,
Design/Style and City) right-click here and choose the save target option.
http://imaps.co.wake.nc.us/iniaps/txt_CAMA.asp?pin=0678888923&pinext= 11/28/2006
iMAPS
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parcel num
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Raleigh Zoning
Wake Forest Zoning SURVEY
Soils-Legend
Floodplain Data
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Environmental Features
Aerial Photography
County Zoning
Raleigh Zoning
Parcel Number: 0678888923
Copyright 2006. City of Raleigh & Wake County
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Page 1 of 1
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WHAT'S NEW
http://imaps.co.wake.nc.us/imapslmap.asp?msize=525&cmd=ZOOMPIN&pin=06788889... 11/28/2006
CROSSING 1
Kota See O a dl Wetlands Impact Atop for Area Location
SCAM I= 40'
DAM 08/17/05
2of10
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS I PLANNERS I SURVEYORS WETLANDS IMPACT MAP
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WITHERS & RAVEN EL BRIGHTON FOREST SUBDIVISION
ENGINEERS I PLANNERS I SURVEYORS WETLANDS IMPACT MAP
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WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS 1 PLANNERS 1 SURVEYORS WETLANDS IMPACT MAP
WAKE COUNTY NORTH CAROLINA

MIN FFE=335'
MIN FFE=330' /

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ENGINEERS 1 PLANNERS 1 SURVEYORS WETLANDS IMPACT MAP
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ENGINEERS 1 PLANNERS I SURVEYORS WETLANDS IMPACT MAP
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IMPACT 7
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Note: See 0?trdl Wetlands Impoct Aloo For Area Location dA, 8 of 10
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS 1 PLANNERS I SURVEYORS WETLANDS IMPACT MAP
WAKE COUNTY NORTH CAROLINA
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Note: See Ovadl Wetlonds Impoct Atop For km Low on A 19 of 1
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ENGINEERS 1 PLANNERS 1 SURVEYORS WETLANDS IMPACT MAP
Ill "a6. c.r. ww w?0 mil bt st"O-1w I= 9,?-w-ua . Aft.., WAKE COUNTY NORTH CAROLINA
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111 11 oIW. C w). ?w w?.2MII rc no-40 W f c n.-W-MM -..W.ww.W? WAKE COUNTY NORTH CAROLINA

AUG 2 5 2005
By: Soil 6 Environmental COnSOVIS, PA
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PROGRAM
August 23, 2005
Sean Clark
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Brighton Forest
County: Wake
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 404/401/CAMA 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 may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0.40 0 0 0 0 300 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount 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].
3liamincerely, D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Andrea Wade, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
RP.StDYLGL?... F ldw... Prot" oarrtat&
A2A
CURNR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
OF IATF9
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Mr. Neil Matthews
FMRK, LLC
1000 St. Albans Drive, Suite 400
Raleigh, North Carolina 27609
Dear Mr. Matthews:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.G. Director
Division of Water Quality
August 11, 2005
SUBJECT: Authorization to Construct
ATC No. 06615OA01
FMRK, LLC
Brighton Forest WWTP
Wake County
A letter of request for Authorization to Construct was received on June 9, 2005 by the
Division, and final plans and specifications for the subject project have been reviewed and found
to be satisfactory. Authorization is hereby granted for the construction of 0.117 MGD Brighton
Forest Wastewater Treatment Plant, with discharge of treated wastewater into the Middle Creek
in the Neuse River Basin.
This authorization results in no increase in design or permitted capacity and is awarded
for the construction of the following specific modifications:
Construction ofa new 117,000 gpd extended aeration package and tertiary WWTP
including a 200 gpm influent pump station, two train carbon steel package treatment plant with
equalization basin, sludge holding basin, aeration basin, and hopper bottom clarifiers, tertiary
filters, and a UV disinfection system, in conformity with the project plan, specifications, and
other supporting data subsequently filed and approved by the Department of Environment and
Natural Resources.
This Authorization to Construct is issued in accordance with Part III, Paragraph A of
NPDES Permit No. N00066150 issued October 3, 2003, and shall be subject to revocation
unless the wastewater treatment facilities are constructed in accordance with the conditions and
limitations specified in Permit No. NC0066150.
The sludge generated from these treatment facilities must be disposed of in accordance
with G.S. 143-215.1 and in a manner approved by the North Carolina Division of Water Quality.
In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may
be required by this Division, such as the construction of additional or replacement wastewater
treatment or disposal facilities. Not hCarolina
North Carolina Division of Water Quality 1617 tilail Scn ice Ccnter Ralcigh. NC 27699.1617 Phonc (919) 733-701: Customer Scrv ice
Internet. h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh. NC 27604 PAX (9191733-2496 1-377-623-6743
An Equal Opporlumty!Altirnative Acton Employer - 50'. Recyct ? l0°. Post Consumer Paper
e
Mr. Neil Matthews
August 11, 2005
Page 2
The Raleigh Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an on site
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the NPDES Permit, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to Cecil G. Madden, Jr., P.E.,
Construction Grants & Loans, DWQ / DENR, 1633 Mail Service Center, Raleigh, NC 27699-
1633.
Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the
wastewater treatment facilities. The operator must hold a certificate of the type and grade at
least equivalent to or greater than the classification assigned to the wastewater treatment
facilities by the Certification Commission.
The Permittee must also employ a certified back-up operator of the appropriate type and
grade to comply with the conditions of T15A:8G.0202. The ORC of the facility must visit each
Class I facility at least weekly and each Class 11, III and IV facility at least daily, excluding
weekends and holidays, must properly manage the facility, must document daily operation and
maintenance of the facility, and must comply with all other conditions of TI5A:8G.0202.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the facility.
During the construction of the proposed additions/modifications, the permittec shall
continue to properly maintain and operate the existing wastewater treatment facilities at all times,
and in such a manner, as necessary to comply with the effluent limits specified in the NPDES
Pennit.
You are reminded that it is mandatory for the project to be constructed in accordance
with the North Carolina Sedimentation Pollution Control Act, and, when applicable, the North
Carolina Dam Safety Act. In addition, the specifications must clearly state what the contractor's
responsibilities shall be in complying with these Acts.
Failure to abide by the requirements contained in this Authorization to Construct may
subject the Permittee to an enforcement action by the Division of Water Quality in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
'File issuance of this Authorization to Construct does not preclude the Permittcc from
complying with any and all statutes, rules, regulations, or ordinances which may be imposed by
otlier government agencies (local, state, and federal) which have jurisdiction.
r
Mr. Neil Matthews
August 11, 2005
Page 3
One (1) set of approved plans and specifications is being forwarded to you. If you have
any questions or need additional information, please contact Cecil G. Madden, Jr., P.E. at
telephone number [phone].
Sincerely,/
Alan W. Klimek, P.E. j
ID:cgm
cc: Michael Wicker, P.E. - Wither & Ravenel, Cary
Wake County Health Department
DWQ Raleigh Regional Office, Surface Water Protection
Technical Assistance and Certification Unit
Daniel Blaisdell, P.E.
Point Source Branch, NPDES Program
Cecil G. Madden, Jr., P.E.
Ishwar Devkota, P.E.
A to C File
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
September 06, 2005
S&EC Project# 1415.W1
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jean Manual
6508 Falls of the Neuse Road
Suite 120
NC-Division of Water Quality
401 Wetlands Certification Unit
Attn: Cyndi Karoly/Debbie Edwards
2321 Crabtree Boulevard
Suite 250
Raleigh, N.C. 27615 Raleigh, NC 27604-2260 O
From: Sean Clark
Soil & Environmental Consultants, P.A. oOc,? ??
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Brighton Forest Subdivision
Fuquay-Varina, NC 5 5
On behalf of the owner, Community Properties, please find attached a complete application and<)
supplemental information requesting written concurrence from the U.S. Army Corps of Enginee
(USACE) that the activities proposed below may proceed under Nationwide Permit 39. Please
contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Brighton Forest Subdivision
Project Type Residential Subdivision
Owner / Applicant Community Properties
Count Wake
Nearest Town Fu ua -Varina
Waterbod Name UT to Middle Creek
Basin / Sub-basin 03-04-02
Index Number 27-43-15-(4)
Class C NSW
IMPACT SUMMARY
Stream Impact (acres): 0.0205*
Wetland Impact (acres): 0.3405*
Isolated Wetland Impact (acres): 0.0840
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.3610*
Total Stream Impact (linear feet): 343**
'Impact totals include temporary impacts
"321 LF Total includes 72 LF of intermittent stream, 249 LF of perennial stream, and 22 feet of
temporary impact to perennial stream
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
Lake Wheeler USGS Site Vicinity Map
Wake County Soil Survey Site Vicinity Map
Overall Impact Map I
Impact Maps (10 sheets)
$475 check for 401-processing fee
Wastewater Treatment Plant Plans
EEP Mitigation Acceptance Letter
Authorization of Construction (WWT Plant)
Culvert Cross Sections
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Office Use Only: Fonn Vcrsion March 05
USACE Action ID No. DWQ No.
(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 ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 & NWP 12
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: ?
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 am ? lea `-' D
1. Owner/Applicant Information SEP 6 2005
Name: Community Properties T.
Mailing Address: Attn: Tommy Fonville
1000 St. Albans Drive, Suite 400
Raleigh, NC 27607
Telephone Number: [phone] Fax Number:
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants
Mailing Address: l 1010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClarkDa SandEC.com
Page I of 9
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: Briehton Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 068801085618
4. Location
County: Wake Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The approximately 285
acre site is located on the western side of Lake Wheeler Road (SR 1375) approximately
4,000 feet north of the intersection of Lake Wheeler Road and Mills Pond Road (SR 1393).
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.)
Decimal Degrees (6 digits minimum): 35.106 ON 78.119 °W
6. Property size (acres): 286.05 acres
7. Name of nearest receiving body of water: UT to Middle Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mapss/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded with a large utility easement
cutting across the northern portion of the property. Adjacent properties are primarily
residential develonments.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project will be a residential subdivision with typical utilities etc. Heavy machinery typically
required for earthwork and clearing will be used.
11. Explain the purpose of the proposed work: The purpose of the project is to provide
additional housing to the area. The proposed impacts result from the installation of roads
required to access the property and utility lines which will provide the subdivision with water
and wastewater treatment.
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. S&EC delineated the site in November of 2004. Ms. Debbie Edwards of
the NC-Division of Water Quality evaluated the stream features on site (DWQ EXP #04-1982).
Ms. Jennifer Burdette of the US Army Corps of Engineers evaluated the wetland boundaries and
streams on the property and determined there to be one isolated wetland on the property.
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.
No future plans requiring additional 401/404 permits are known to be required 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. Each impact must be
listed separately in 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: Proposed impacts to 72 linear
feet of intennittent/unmitigatable stream channel, 249 linear feet of perennial/miti atri able
Page 3 of 9
stream channel, 0.0840 acre of isolated wetland, and 0.3332 acre of jurisdictional wetland
will result from proposed road crossing
,,s necessary to gain access to the property. Proposed
temporary impacts to 22 linear feet of perennial/mitigatable channel and 0.007 acres of
jurisdictional wetlands will result from the construction of utility lines. No proposed impacts
are the result from general lot fill.
2. Individually list wetland impacts. Types of 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.
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)
(yes/no) linear feet
Crossing 1 Fill Forested No 0 0.0822
(NWP 39)
Crossing 2 Fill Headwater Wetland (Herb) No +/-800' 0.0512
(NWP 39)
Crossing 3 Fill Herbaceous (riparian) No 0 0.0372
(NWP 39)
Crossing 5 Fill Herbaceous (riparian) No 0 0.0734
(NNVP 39)
Crossing 6 Fill Forested No 0 0.0892
(NWP 39)
Impact 9 Temporary, excavation Forested Yes 0 0.0073
(NWP 12)
Total Wetland Impact (acres) 0.3405*
*Total includes Temporary Impacts
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 10 acres
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 by 43,560.
Stream Impact
m
or Average Impact Area of
Number Stream Name Type of Impact tte
Inter nter
mittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Crossing 1 UT to Middle Culvert/riprap Intermittent 3' 72 0.0050
(NWP 39) Creek
Crossing 3 UT to Middle Culvert/riprap Perennial 3' 85 0.0059
(MVP 39) Creek
Crossing 5 UT to Middle Culvert/riprap Perennial 2' 69 0.0032
(NWP 39) Creek
Crossing 6 UT to Middle Culvert/riprap Perennial 2' 95 0.0044
(NWP 39) Creek
Page 4 of 9
Impact 7 UT to Middle Temporary/ Perennial ' 22 0020
0
(NWP 12) Creek excavation 4 .
Total Stream Impact (by length and acreage) 343* 0.0205*
*Total includes Temporary Impacts
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, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name
Waterbody Type of Waterbody Area of
Site Number ppli
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact acres : 0.0205*
Wetland Impact (acres): 0.3405*
Open Water Impact acres): 0
Total Impact to Waters of the U.S. (acres) 0.3610*
Total Stream Impact (linear feet): 343*
* Totals include temporary impacts.
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.
Crossine 4 will impact 0.0840 acre of isolated wetlands. which currently does not reouire
notification to the NC-DWQ because it is less than 1/10 acre.
8. Pond Creation
If construction of a pond is proposed, associated wetland and streatn 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
Current land use in the vicinity of the pond: 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
Page 5 of 9
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. No general lot fill is proposed
for the property. The property is completely bisected by one stream. In order to gain access to
the eastern portion of the property the stream has to be crossed. Originally the site plan proposed
4 crossings of this tributary but has been minimized to 3 crossings. Crossing 6 is required in
order to gain access to the northwestern property corner, which otherwise is inaccessable.
Crossings 3 and 5 are required in order to have alternate access routes to the eastern half of the
property for emergency vehicles. Crossings 1, 2, and 4 could not be avoided due to the location
of existing road stubs that require connection. The engineers reduced impacts as much as
possible by outing the proposed crossings to locations that had narrower portions of wetland or
had less sinuous stream segments. For example, Crossing 6 was originally proposed to cross the
jurisdictional feature at a location much further north but would have resulted in a much greater
area of impact. Crossing 4 could not be moved further north without increasing the impact area.
The location of Crossing 3 was also positioned so as to avoid larger wetland areas to the north.
The majority of the utility easements were positioned outside of wetlands and streams or were
placed within the proposed road fills. There are however some impacts to jurisdictional features
due to utility line construction (impacts 7 and 9). The impacts to jurisdictional features due to
impacts 7 and 9 are however temporary and will be construction according to GC 3374. All road
crossings of streams individually impact less than 100 linear feet.
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.
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://Ii2o.enr.state.nc.us/ncwctIands/strmgide.html.
Page 6 of 9
I . 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.
Payment to the NC-EEP is proposed to satisfy stream and wetland mitigation
requirements. Please see the attached EEP acceptance letter.
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/wM/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): 249 LF
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0.3332
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
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 ? 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,
Page 7 of 9
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 "yes", 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.
Buf fer Impacts
Zone* Impact
(square feet Multiplier Required
Mitigation
1 18,157 3 (2 for Catawba) 0
2 13,548 1.5 0
Total 31,705 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
XII.
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 2B .0242 or .0244, or .0260. No buffer mitigation is required because
each individual road crossing, and utility line impact is considered an"allowable" activity.
Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed project will not exceed 30%
imnervious once completed. Pronosed impervious cover will total less than 15%. Local
ordinances will not allow the site to exceed 15% impervious. The site will be evaluated
throughout construction to ensure that it is no greater than 15%. Please see the table on the
attached large scale overall impact map.
Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The proposed project will tic into existing sanitary sewer lines adjacent to the property.
Page 8 of 9
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
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
http://h2o.enr.state.nc.us/newetiands. If no, please provide a short narrative description
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3, 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. Of the three criteria of private projects that can clearly
result in cumulative impact The Homestead only meets one. The project is not relatively large for
a residential development in northeast Chatham County, the project will involve no commercial
development, however the project will occur in an otherwise relatively undeveloped landscape.
Some of the current regulations protecting water quality associated with this project include the
401, 404, and WS-IV, B, NSW water supply rules. We anticipate that you will advise us if a
qualitative or quantitative impact analysis is required.
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).
N/A

06.2005
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
12/07/04 TUE 12:21 FAb 919 785 4401

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Soil & Enviro>aYnentaX. Cons•ultantS3 PA
11010 Puma Ridrp rm" • PWd* % North C!ar n 27614 - Mon= OF19) 34s59M FsV: (919) 846-5?467
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project Name/Description ',•?s-
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RO. Box 1890
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Tirid office: .
Re: Wr-63nds F.elaWd Cansuhing and Pitting .
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I, the _'.=ent property ownicT, h&reby designate and authoxim Soil dt En vl%-t rental Corsnltffiits. PA to
act in=y behalf nS my jag=tin the processhtg of p'er zdt appitcadms, to furnish upan mquest
sue izm=tal kdonmadozz in suppczt of applicaUmm et r- fmm this day forward... The day Qf
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This notdcatia m supexmdem sny previous c??Adame conceirdng the agent for this pr*=t.
No-n m This antllorizatYvu, for IUbZity and pv6fessional courtesy reasons, is valid only fnr
gaxen=eut of d4a to cater the g=opa" when atxompanied by S&EC staff' You should caU S&EC
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Project Date: Figure 2 - Soil Survey
Mgr.: SC 11112104 Map
Brighton Forest
Withers and Ravenel
Wake Countv. NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd." Raleigh, NC 27614
[phone] " [phone]
Web Page: www.SandEC.com

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S T 3 -
I
-? 0 0
/ J 0 0
0
- r
0 0
HCE T 0
0
0
I ? ? , 0 p
0
1
A
0 0 0
J`? l 1f \ \
0
0
I?
0 0
!\
0
0 0 o
11 0
0
I o
NOTES: '
200 0 200 400 1. WETLANDS DELINEATED BY S&EC AND NOTES
SURVEYED BY WITHERS & RAVENEl. INC.
IW=Isolated
d
l W
tl
l
J
i
dkti
-
- 2. BOUNDARY INFORMATION BASED UPON A SURVEY an
,
ona
e
CH=Channe
, JW=
ur
s
Z2=Zone 2
Z1=Zone 1
NRB=Neuse Buffer
Wetlands
. 200
SCALE: 1 BY WITHERS & RAVENEI, INC. AND OTHERS ,
,
,
Rev61m Date B Deel
ir Scale
STeet
g
w? ' 2? RAVE
'nTHER
Drawn By Dale BRIGHTON FOREST SUBDIVISION OVERALL WETLANDS IMPACT PLAN S
T
14EC D8/17/2005 R
INIINIIRI I PIANNlRI I IORYIY0 1 of 10
Chocked By
J:C Job No.
202179.0
WAKE COUNTY
NORTH CAROLINA III M.Kenan Drive C.ry, Noah Car 11.27511
te1:.919469-3340 ,vww.w?heRr,?mel.nm f..:919467-6008

-•--• ' RIM G?OS;?NG ' -•---
r? ?'HEET 2
IMPACT AREA LENGTH
LOCATION TYPE
B Z2 845
NR
2B CH 72
2C NRB Z1 3,131 --
2D NRB Z2 1,102 --
2E JW 2,942 --
2F JW 639 --
ROAD CROSSING
SEE SHEET 3
IMPACT AREA LENGTH
LOCATION TYPE (SF)
3A JW 2,230 --
ROAD CROSSING
SEE SHEET 4
IMPACT ARE LENGTH
LOCATI ON TYPE (SF)
4A NRB Z2 1,082 --
48 JW 1,622 --
4C CH -- 85
40 NRB Z1 4,128
4E NRB Z2 1,297 --
ROAD CROSSING
SEE SHEET 5
IMPACT AREA LENGTH
LOCATION TYPE
5A IW 3,657 --
ROAD CROSSING
SEE SHEET 6
IMPACT AREA LLNUIM
LOCATION TYPE LF
6A NRB Z2 2,353 --
6B JW 3,196 --
6C NRB Z2 1,361 --
6D NRBZ1 4,696
CH 69
ROAD CROSSING
SEE SHEET 7

IMPACT
AREA -LENGTH
LOCATION TYPE LF
7A NRB Z2 1,054
7B JW 3,884 --
7C NRB Z2 1,150 --
71D
NRBB Z1 4,243
7E CH -- 95
WATER LINE
SEE SHEET 8
IMPACT AREA LENGTH
LOCATION TYPE SF (LF)
BA NRB Z2 390
--
8B NR
1 648
BC C1 Z 72
BD NRB Z1 705 --
BE NRB Z2 940 --
UTIUTY UNE
SEE SHEET 9
'LOCATION TYPE (SF) (LF?
9A NRB Z2 1,507 --
WVW OUTFALL
SEE SHEET 10
LOCATION TYPE (SF) (LF)
IDA NRB Z2 467 --
10A NRB Z1 606 --
10A JW 320 --
Certifications Page 1 of 3
search:
N. C. Division of Water Quality about the Civision I contact us I cl?vq
"To reserve, rolecf Ia ' NS4-V i 1, ----+La1?„ry
DwQ and enhance
Norlh Caroiira's ivaler..."
horne > sections > swps > wetlands
Wetlands & Stormwater :: 401 Certification Unit
? J General Certifications NV? - Nation-wide Permit Last Up
North Carolina General 401 Water Quality Certifications matching the U.S. Army Corps of Engineers 404 Nationwide, R(
General Permits
March 2003
Nationwide or Regional General Certification Effective Date of
General Permit Number Number General Purpose ( )
Certification
Isolated Isolated Impacts to Waters and Wetlands of the State not
Wetland/Stream Wetland/Stream N/A
USACE Jurisdiction
General Permit General Permit
NW 1 (A) N/A Aids to Navigation
NW 2 (A) N/A Structures in Artificial Canals
NW 3 GC3494 3/18/02 Maintenance
NW 4 GC3494 3/18/02 Fish and Wildlife Harvesting, Enhancement and Ati
and Activities
NW 5 GC3494 3/18/02 Scientific Measurement Devices
NW 6 GC3494 3/18/02 Survey Activities
NW 7 GC3494 3/18/02 Outfall Structures
NW 8 (B) N/A Oil and Gas Structures
NW 9 (A) N/A Structures in Fleeting and Anchorage
NW 10 (A) N/A Mooring Buoys
NW 11 (A) N/A Temporary Recreation Structures
NW 12 GC3374 3/18/02 Utility Line Backfill and Bedding
North Carolina General 401 Water Quality Certifications matching t he U.S. Army Corps of Engineers 404 Nationwide, RE
General Permits
March 2003
Nationwide or Regional General Certification Effective Date of
General Permit Number Number General Purpose ( )
Certification
NW 13 GC3495 3/28/03 Bank Stablization
NW 14 GC3404 3/28/03 Minor Road Crossings
NW 15 GC3488 3/18/02 U.S. Coast Guard Approved Bridges
NW 16 GC3363 basin 3/18/02 Return Water from Upland Contained Disposal Are
NW 17 GC3354 3/18/02 Hydropower Projects
NW 18 GC3402 3/28/2003 Minor (0.10 acre) Discharges
NW 19 GC3494 3/18/02 25 Cubic Yards of Dredging
NW 20 GC3494 3/18/02 Oil Spill Cleanup
North Carolina General 401 Water Quality Certifications matching t he U.S. Army Corps of Engineers 404 Nationwide, Ri
General Permits
March 2003
Nationwide or Regional General Certification Effective Date of
General Permit Number Number General Purpose ( )
Certification
NW 21 (B) N/A Surface Coal Mining Activities
NW 22 GC3494 3/18/02 Removal of Vessels
NW 23 GC3403 3/28/03 Approved Categorical Exclusions
NW 24 (A) N/A State Administered 404 Program
NW 25 GC3494 3/18/02 Stuctural Discharge
littp://ii2o.enr.state.nc.us/ncwctlands/rd_wetlands_certificatioiis.litin 12/5/2006
Certifications Page 2 of 3
NW 26 3108 3/18/02 Expired
NW 27 GC3495 3/28/03 Wetland and Riparian Restoration and Creation
North Carolina General 401 Water Quality Certifications matching the U.S. Army Corps of Engineers 404 Nationwide, Rf
General Permits
March 2003
Nationwide or Regional General Certification Effective Date of
General Permit Number Number General Purpose ( )
Certification
NW 27 GC3495 3/28/03 Wetland and Riparian Restoration and Creation
NW 28 (A) N/A Modifications to Existing Marinas
NW 29 GC3401 3/28/03 Single Family Housing
NW 30 GC3494 3/18/02 Moist Soil Management for Wildlife
NW 31 GC3370 3/18/02 Maintenance of Existing Flood Control Activities
NW 32 GC3494 3/18/02 Completed Enforcement Actions
NW 33 GC3366 3/18/02 Temporary Construction, Access and Dewatering
North Carolina General 401 Wat er Quality Certifications matching t he U.S. Army Corps of Engineers 404 Nationwide, Rf
General Permits
March 2003
Nationwide or Regional General Certification Effective Date of
General Permit Number Number General Purpose ( )
Certification
NW 34 (B) N/A Cranberry Production Activities
NW 35 GC3489 3/18/02 Maintenance Dredging of Existing Basins
NW 36 GC3494 3/18/02 Boat Ramps in Non-Wetland Sites
NW 37 GC3367 3/18/02 Emergency Watershed Protection and Rehabilitatic
NW 38 GC3360 3/18/02 Cleanup of Hazardous and Toxic Waste
NW 39 GC3402 3/28/03 Residential, Commercial and Institutional Developi
NW 40 GC3364 3/18/02 Farm Buildings in Farmed Wetlands
NW 41 GC3402 3/28/03 Reshaping Existing Drainage Ditches
NW 42 GC3402 3/28/03 Recreational Facilities
NW 43 GC3402 3/28/03 Stormwater Management Facilities
NW 44 GC3402 3/28/03 Mining Activities
North Carolina General 401 Wat er Quality Certifications matching t he U.S. Army Corps of Engineers 404 Nationwide, Rf
General Permits
March 2003
Nationwide or Regional General Certification Effective Date of
General Permit Number Number General Purpose ( )
Certification
198600020 GC3488 3/18/02 Fish Enhancement Structures in Trout Waters
198200030 GC3492 3/18/02 TVA, or FERC Regulated Public Utilities
198200031 GC3404 3/28/03 Work Associated with Bridge Construction, Maintei
Conducted by NCDOT or other Government Agenc
198000048 GC3493 3/18/02 Disposal of Dredged Material on Ocean Beaches wi
Carolina
198100049 GC3374 3/18/02 Aerial and Subaqueous Utility Lines, Attendant Str
Temporary Access Roads
198700056 GC3494 3/18/02 Construction, Maintenance and Repair of Piers, Do
Boathouses in Navigable Waters
COE Lake and Reservoir Maintenance, Repair and
198200079 GC3492 3/18/02 Activities
North Carolina General 4 01 Water Quality Certi fications matching the U.S. Army Corps of Engineers 404 Nationwide, R1
General Permits
March 2003
Nationwide or Regional General Certification Effective Date of
General
Purpose ( )
General Permit Number Number Certification
197800080 GC3495 3/28/03 Construction and Maintenance of Bulkheads
197800125 GC3494 3/18/02 Construction and Maintenance of Boat Ramps
198500194 GC3488 3/18/02 Artificial Reefs and Fish Attractors
198200277 GC3489 3/18/02 Dredging Activities in Upland Manmade Basins anc
Maintenance Dredging in Basins and Canals in Op(
198000291 GC3400 3/28/03 CAMA Permits, North Carolina Division of Coastal I
North Carolina General 401 Water Quality Certifications matching the U.S. Army Corps of Engineers 404 Nationwide, Ri
General Permits
http://h2o.enr.state.nc.us/ncwetlands/rd wetlands certifications.htm 12/5/2006
Certifications Page 3 of 3
March 2003
Nationwide or Regional General Certification Effective Date of
General Permit Number Number General Purpose ( )
Certification
CAMA Permits, North Carolina Division of Coastal f
1980000291 GC3490 3/18/02 for Specified Boat Ramps, Some Bulkheads, Shad!
Maintenance Dredging, Utility Lines and Upland De
Fire Control Activities on Federal or State-Owned f
199200297 GC3491 3/18/02 Fire Control Activities on Private Property when Cc
U.S. Forest Service or N.C. Division of Forest Reso
199303393 GC3352 3/18/02 Construction of Fire Plow Lines for the Purpose of
Equipment Operators
199404319 GC3355 3/18/02 Ongoing, Non-Coastal Sand and Gravel Mining in f
Waters
- GC3359 3/18/02 Underwater Archaeological Work
- GC3357 3/18/02 Coastal Dune and Shoreline Stabilization
North Carolina General 401 Water Quality Certi fications matching the U.S. Army Corps of Engineers 404 Nationwide, R1
General Permits
March 2003
Nationwide or Regional General Certification
General Permit Number Number
GC3358
GC3368
GC3369
GC3356
Any USACE NW Permit GC3398
- GC3333
Effective Date of
General Purpose (*)
Certification
3/18/02 Bank Disposal of Dredged Material in Cape Fear Ri
Corps of Engineers Dredging Activities Involving C
3/18/02 Effluent Disposal of Dredged Material in Existing D
Maintenance Sites within North Carolina
3/18/02 Emergency Dredging in Coastal Waters
3/18/02 Recreational Gold Mining
3/28/03 Drought General Certification
- Emergency Transportation Certification
* A) 401 Water Quality Certification not required.
B) General 401 Water Quality Certification not applicable, Individual 401 Water Quality Certifici
along with Public Notice.
Neuse, Tar-Pamlico, Randleman or other Buffer Rules in effect are applicable to all projects, am
concurrence for buffer and/or stream or wetland impacts, whether or not the Buffer Rules are E
the General Certification, and whether or not the 401 impact requires written concurrence.
When no written concurrence is required for the 401 Certification, this is conditioned upon the
** awareness of and abiding by all conditions of the General Certification. Written concurrence is s
Neuse, Tar-Pamlico, Randleman or other Buffer Rules, regardless of the type of General Certific
Abbreviated notes are provided herein. The full text of each particular certification is available
*** http://h2o.enr.state.nc.us/ncwetlands, and should be reviewed in full to determine written corn
requirements for each specific project.
,.,top of page
Mail Service Center 1650 • Raleigh, NC 27699-1650 • 733-1786
DWQ - DENR - NCGOV
http://h2o.enr.state.nc.us/iicwetIands/rd_wetlands_certifications.litni 12/5/2006
BRIGHTON FOREST
WASTEWATER TREATMENT PLANT
TO SERVE
VICINITY MAP
WAKE COUNTY
Ba
Rm
i
Y06BSM11L PI ryS ?
(/p/ ?? BETA
YSY
uaeR
Hcau srIBHDS; ? ' .
PROJECT
LOCATION
WAKE COUNTY
N.T.S.
LEGEND

Cos NOI ME -SD- STONY DP.UN
• s PPE SET -w- O•ENU(/o M-ITY lR4
CALCULATED POR1f -DE- -oc"O"m LIEcmc
0 BORE HOLE -Uf- INOCROIDUHD Tnj 1
0 S ANY V-ER -,ME -R- •ATER UHE
® S(MTyn SEWER MLAMOUf -SS- S ARY SEV" UIE
• TER VALK -GS- CAS LIC
® R(TER WETER -X-1- MADE UE

M TEEPH E PEDESTAL
0 TELEPHONE SIAHHDIE
EIEM-C BOY
# UCKT PaE
Po POE
0" PACT
Q STONY OMMILE U*l E
D YARD MET
PREPARED BY: I
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 0: 919.4L9-3340 faB: 919467.6009 v-v.witfi-ravenel.rom
INDEX OF SHEETS

WASTEWATER TREATMENT PLANT GRADING PLAN SHEET i
WASTEWATER TREATMENT PLANT SITE AND PIPING PLAN SHEET 2
8' EFFLUENT SEWER PLAN AND PROFILE SHEET 3
HYDRAULIC PROFILE SHEET4
MISCELLANEOUS DETAILS SHEET S
MISCELLANEOUS DETAILS SHEET6
INFLUENT PUMP STATION PLAN AND SECTION SHEET 7
WASTEWATER TREATMENT PLANT PLAN SHEET8
WASTEWATER TREATMENT PLANT SECTIONS SHEET 9
FILTER PLAN AND SECTIONS SHEET 10
CHEMICAL BUILDING DETAILS SHEET 11
EROSION CONTROL DETAILS SHEET 12
ELECTRICAL DETAILS SHEET 13
ELECTRICAL DETAILS SHEET 14
WASTEWATER TREATMENT PLANT ELECTRICAL SITE PLAN SHEET 15
aR,N CARp2?
P
a SEAL
I 11325
ncE"?d
h?El ? ?v
OWNER
FMRK, LLC
1000 ST. ALBANS DRIVE, SUITE 400
RALEIGH, NORTH CAROLINA 27609
TELEPHONE [phone]
FAX [phone]
ATTN: MR. NEIL MATTHEWS
FMRK, LLC
WAKE COUNTY, NORTH CAROLINA
NPDES NO. N00066150
PROJECT LOCATION MAP
CR45t (tau ?
?w
?,o Po
PMSITGI (DN(ST
PI KcT Dw DW
?"rf
V
\ y
0e
muroP
?fo WA EWATER
TREA MENT PLANT
LOCATION

I,

/ I
/ \ I

y

\SILT FENCE-
I
/
?C \ I LIMIT OF CLEMNG
/
7 / 1
/ I
/
? I I
I
Sf S! Sf I I
??r - I I
N 6 88 Oi411523 -?- _ / I I
-E2079717.59266
- - - - - - `? I

/ CHCM1I DUIL5N-G-PER-TIFATER
/ UTILITIES SEE SHEET II \
A+ N5'21
G
I'
I
I
L
J
- -'167-

20 - ' l
?W 1ER 1RFATM
RLTE
5 10
- i
?v /?? / I I ly l?
\269_ / I / I I
I LELAND C1/PRESS OR I• I
I . , APPROVED EQU ?
I /
2D' (Tyr) I? \ \ \\ / PRELIMINARY I DO YR FLOOD LINE,
o N 687988.98180 \
1 4 2079929.36474
\ \
T \ 1
T? \
/ A
',I 1ndD /
12'
271 00 -
N 681861078
E 2079911.56871
-270
---
265
/

\

Lo A (
\ C f
\ WASTEWATER TREATMENT PLANT .? /
o SCE SHEET 8
`?
- 0 \
SF- \ -
X
SFSf 5f 3
\

ry
/
CURRENT FEMA IDO YR \ / \
8000 LINE \ \ /
i
54T FENCE ` I 1
I \
V \ ?I
204
4 - I "I
INFLUENT PQUP STATION \ \ 1 1 1
\ r SEE SHEET r,1 \\\ ? I
\ ?.?/ I \ A
/ LIMIT OF CLEARING \ I I ``. I \ ` \\
/ (GRAPHIC SCALE
FENCE N J, (TYR OF 7i?P i '° ,' •I / /
.--t- I 1 I (IN rm 1
I I
1 i 1-h 20 fL
UFIIjj?OF WETLFN? QELINFATgN
-IPoS?AREA TO BE FIAGGFD?SILT
AD I
l \ I pPSW FENCING. TREE PROTECTION FENCING CAROZ,
ERECTED AROUND PREWETER, \ / I 1 \ I AD
\ N0-DISTURBANNCE DY CONSTRUCTION \ A ae I
-ACTMTIES LOwED \ SEAL
i
1 FINAL DRAWING 11325
NOT RELEASED FOR CONSTRUCTION \ I ice f
1 CHNEL C it
- -- - - - -
R w.R k BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS &- RAVENEL
[r.u ?, wn ra. ENGINEERS I PLANNERS I SURVEYORS
WASTEWATER TREATMENT PLANT GRADING PLAN
Y[W 7050E°.00 re?a6.e [.i. rloaC.d.u21f NtifNt•IDb b.ff+?)eto? ....Mv+.mim.
- - - - - - - - - - - -
\ ?-
6 -0' \ -
\ ?' --I-? 1-•l\ T
'----------------
,\ ^\
4
9
IE AWAY SLOPE 1/4' PER f $OPE AW1 i !
y I / it
\
WHERE (/ 6' ABC STONE WHERE I ' 1
POSSIBLE • CWPACTEO SUBCRADE PRELIMINARY FEMA
E17SRNG G9AOE- OR AS IN I I 100 YR ROOD LINE
NO E:
/
INDICAI[D ON PLANS REMOVE TOPSOIL PRIOR 10 + I IA
SUBCRADE COMPACTION 1 I I - V - -- - -
TYPICAL GRAVEL DRIVE SECTION 2' SOR 21, P7C I
POTABLE WATER LII E. I
36' MIN. COI R I I \ / / \ \ / / \ I r
I I \ 3' STUB/OUT WITH END CAP ?- I \
ACCESS ROAD DETAIL -
M° m YAE
/ I 1 1 N 689017.93943
\ I ! ?, E 2- 970.11060
- 10' WIDE DOUBLE SWING GATE I ' I Ia00.00 I I \
3 - -??? - SEE DETAIL 1. SHEET 5 I I MANHOLE NO. I \\\\1. I \
I , SEE DETAIL 5, SHEET 6
\ + I RIM EL 27D.DO
CWUNUNN FENCE I I I E. IN 259.10 I Q'j ??\ \ N 687988.99480
N 689020.21523 - - SEE DETAIL i, SHEET 5 I.E. OUT 2S800 I GJ9k\\ E 2079929.36474 \
E 2019717.59 66
I
REDUCED PRESSURE I N 687982.00969
BACNFL17W PREVENTER
SEE DETAIL\3, SHEET 5 8' p` INFLUENT SEWER E 2079908.11979 /
I
-2 CHEMICAL BUILDING PER HEATER
UTILITIES SEE SHEET 11 1` / ta52.30 \ \
\ \ / O \ -- _ -J 8- _ - MANHOLE N0. 2
/ 2' SCH 80 PVC POLYMER SEE DETAIL 5. SHEET 6
\ J RIM EL 270 QO ICI
/ - -- - - - -- FEEWJNE,-36:AIM. C04ER IN IN 257,7fi II CURRENT FEAU 1 1R---
I.E. OUT 257.66 II FLOOD LINE
/ 4' SCH 40 PVC DRAIN 2' SQi BOYVC-t)JL'Tlfi / I;I
/ ?FFED 36' M'N.LL'd'JER 2' SCH 80, PVC/NON-POTABLE LINF
WATER LINE- 36 MIN. COVER AC= ROAD
3) - --- SD GRAVEL ErAtt -s_?--- -- -- --- ------- I
I
?
o SEE DETAIL 6 SHEET 6 I \ `
------ - ? - --- ??? t / - 112 \
-26U - ` - Z' AD1 BO PYC LC
4ETUR9 PIPING ! L 1 i11 z• SCH e0 PVC ALUM
2' SCR EO Pc , I?_-_ ` -I+ ITLD UN 75 MIN. COVER - o \ \\\ I fl? \` \
NON-POTABLE w0.1ER I '-- --- - - - - - - - - - \ \
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
/ / 'I I N
CO 687949.00290 \\\;\ I li ??
SUPPLY ; E N D FOR NPW -
S D PoRTAOLE / NON-POTABLE WATER I I -E 2079857.76552 \ \ -
SAMPLER PIMPS - "? I I1 \ 6.1 \ l5 \\\ - II 20"
SUPPL ?- -H \ \\V\ II
/ i U/V DISINFECTION
N 687918.58739\
E 207973705900 1 t ^ T- b r
2v I
/ I I I i +i? ? - ? VAAV ICI 7. 5
EFFLUENT MANHOLE NO.1 L
A
SEE DETAIL S, SHEET 6!!.. 1 ___ _ __ /
Tl? ---
20' WIDE DOUBLE SWING CAIE ! I ' L. I E. 167.59 \ \ /
SEE DETAIL 1. SHEET 5
I II ' ` a \
\
47 WASTEWATER TREATMENT
PLANT FILTERS. I
D. SEE SHEET 10
_ _ r--r-+^^^---- 6' DIP FORCE MAIN,
/ 11. - - _? __ - _- - - - - 16' MIN. COVER ISTAR(XI, SEEIAP
EFFLUENT CHAMBER, SEE I? / I SHEET 1
4' SCH 40 PVC
/ II
DETAIL S. SHEET S ) \ J e \ TREA YEN1 PLANT
/ i I l 6? DG?1T4?
3' WALK THROUCH ACCESS CAIE
SEE DETAIL 1. SHEET 5
L . fl 2' SCH d0 P1C POIYYER WASTEWATER TREATMENT PLANT, T98?G-11 9004 \ \ \ \
SEE SHEET e
Li FEED Llt, M' MIN.. COVER
N 667P99.541
E 2079699.79663 III _ \
8' DIP EFFLUENT SEWER II \ \
SEE SHEET 3
FOR CONTINUATION fl \ / \ \
N 681868.31018
E 2079911.56871
1 \ 214' \ 1
I,I \ \ ice/ \\ \oP\W ?7ti
IIrl 26 GRAPHIC SCALE ?TSs
Ih FINAL DRAM-NG 11725
NOT RELEASED FOR CONSTRUCTION ?? ?cI cHBr
I Ix raY 1 hHfL C wV
mm . 10 it
N. P` mi- By 0" BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
WASTEWATER TREATMENT PLANT SITE AND PIPING PLAN
ur?Pxe Cn.NaACN.u 1)HI M.fiV4 b 1afIN6)Nw r..vMrw...l,.r.
YCw 7°SNW.°0
I 1 ! 1 ?? 1 L-11:
fl I / I I I
I ; \ I I I 1'? / ' /`I

?. '
\ (61 \ 400.00 5.39•N
'
' 262,
?
`
/
BEND - 9.09
/ / \ \ 45 II
/? X262 \ / /

_ ANTI-SEEP RING
SEE DETAIL 4. _ET
5
/ 1 J \

V /
(TYP OF II)
'
DIP,[fFLUENT SCN'FTI?
8

1409
00 I
I 83
.
SEEEOENT 5 NSHEET 6 1 / u r?B9p9C - y\\!
7 _? /'vim I I J ? 1 w
k\ I \ \
vl y I JJ l I TOE SILTVFENCE J
I I\ 1 \ / i ? I /
I

/I
/
LIIA? OF WETLANDS I
St \
\y?
1
/
\u
\ 1 SEDI M TRAP
PYP OF 2)
J
U z
W U
o N
(f
`
I

I \ \

I
I /
1
/
1 /
I
1
I
\ J I
\
I

GRAPHIC SCALE I

?
I p
1 IM fFT.T) /`
1 -h rL J
- \
1 I \
4+17.90
CONCRETE HEAD kt Op0 Eta
?
O(
\ SEE DETAIL 6. SHEET 5 2 ?(SSIp4,
\ N 687646.95367 \ QP 1?
\ E / 7079615.87649 \ SEAL
\ )IRS
d
\\ + ` FINAL RA\vING t c *
1GOT RELEASED FR CONSTRUCTION
272 272

270
210
o
o
`. PROPOSE
) GRADE
....I
YR FLUOpJNE 269.00.
...
_.
,:
-.
. :
..: :
:
_. .
.
268 268
6" FLG.D DIP _

o
w EFFLUENT SCNE , . _
266 266

264 .. _.:. _. ._. _. _. ... ..._.. ... .... ..E%IS NO GRADE _. .-.. ..... .. .. _. ... _. -. :........ ... .._... ..__.. . _.
264
\
_ 8' DIP EFFLUENT .CKLR ... . ? _. ._ _ _ -- . .. . _
262
77

?

\

Y
W

'
o 262

260 U
260
_. arm _ . z U. ? ? ? _ .. ......
N
258 __
? _: a a a a p z 0 258
a . . ? e ...
. _ .. _.. ..
+ G ry *
F F o a vt o N Z .
256
256

254 254

252 252
Na Rw" D21Y " - - _ ;:p BRIGHTON FOREST 8" EFFLUENT SEWER WITHERS & RAVENEL -
?? ?.? WASTEWATER TREATMENT PLANT PLAN AND PROFILE 1? I.,.?..?a"`' :`Rd?111.1LMNNµERSIh5V4RI?E4Y0R5 ? 1?
M, Q I77.75
r
f
HYDRAULIC RRon E
MT M SCALE
II
W/L MIDDLE CREEK
CUSS C-NSW
258.21
04
r ?fSS,o?,
FINAL DRAWING a SEAL
(NOT RELEASED FOR CONSTRUCTION
"?rL c+
Nn P, visi n Dale B °n'e" u+
BRIGHTON FOREST HYDRAULIC PROFILE WITHERS & RAVENED
cMSb e, ww. ENGINEERS I ?IANNERS I SURVEYORS 4
4-21-05 WASTEWATER TREATMENT PLANT
unr °o5°M OO x.M o-.. c,r, wM C.w..Ireii Mnwauw n.eiuuaox .....e.ry.,,M ?,
DOUBLE SWINC' _ i3 STRANDS. 4 POINT ROUND OFF -?
CATE (TYPICAL), 1-5/8'6 TOP RAIL ??? NK FABRIC I BARB WIRE (TYPICAL) CONCRETE
_ FILL PIPE WITH CONCRETE '-
--?} a
I a o
6' SCH, 40 STEEL
12' PIPE, PRIME & FINISH I
STRETCHER/ WITH YELLOW ENAMEL
"BAR TyP WIRE TIES AT
l ` I2'- ' O.C . TYP.
CORNER
,POST L
\ . BKINC H W. NRNUUCKLE HOC RINDS AT W It I
AR x =
iYP. -0' OC TYP 2.. ? . II I II
CROSS BRACING I, IE •1
•? ".°? H 1 ? ? I NAT ENDS AAD
3/8-0 NIT l CAGE I•. i i. CONCRETE CUSS 3 II
•I ID' uNRN?IYd )N. ', ul W PEON TENSION ..I •I II I.
L? ' I TI I .
Typ 2'6 LANE POST (TYP.) f 6'1 i . .
POST (I
AS SHOWN ON PLANS 10''--00' io'-0' nl
6' CHAIN LINK FENCE AND
DOUBLE SWING GATE DETAIL 1 GUARD POST DETAIL 2
MIT TO SCALE vM. NOT TO SCALE YAR
STAINLESS STEEL
WILLTRONICS LEVEL
rRANSIAMER/FLOW RECORDER MOUNTING ANGLE
2'-I1 3/4-
97
8' BURL 8- INLET
O
I j
n
o ?
I „ I
MILLTRONICS LEVEL
TRANSMITTER/FLOW RECORDER
MOUNTED 48' AEF'
STAINLESS STEEL UNISTRUT
V-NOTCH
WEIR -
8' OUTLET
E 271.67
ULTRA-SONIC TRANSDUCER
?•STAINLESS STEEL UNISTRUT
/ BAFFLE
/ TUFTING EYE
I ? 4 11

ELEVATION VFW
sN raR
MN
PA"
See N
MEr
4-21-es
2p mDO
8' INLET
E 2]2.00

------------
0
I
---------
• SET AND ANCHOR ON 6' CONCRETE
EOJIPMENT PAD BY INSTALLING CONTRACTOR
INLET END
V-NOTCH WEIR CHAMBER DETAIL
NOT TO SOME
BRIGHTON FOREST
WASTEWATER TREATMENT PLANT
TOP OF
GROUND
WATER
MAIN
ROBBING
(INSIDE
MINIMUM VAULT SIZE
SUPPORT TO BE
CONCRETE OR MASONARY
/-RLOCK FOR 3. OR
LARDER ASSEMBLY
POSITIVE DRAINAGE
-TWICE THE SIZE
OF R.P. ASSEMBLY
PROD BACK
TO VALVE
J. ALL MMOVEOJOAMD VO ATSpr
AOOLMUSTEMASBIW[IFA6AIEYOJATEBL
AY W1GNACE (NA TYKEBJTHEWVG PRONGED OAMETER 6 ETIEAEM R.PN.EXO AS 0T 0 Y 1NEAOR UwRCWWOVMfNT). TAPS L. REOUCEO PRESSFE N8G1TED JECiEp 5 BETRCEN THE MALYI AND RE
BU DNG
1 /ROWS o CIUNO INSULATED VAULTS MUST BE ASSE IN APPROVED MOVE CPOUHD ENCLOSURES
PMGAROM R.P. ASSEMBLIES THAT ARE REMOVED TO PRCINT MEENG N THE INTER MONTHS MUST BE CAPPED OT.
S ALL STAND-ES TOR PRICATI l FL P. ASS.JIEIUES ME TO BE COVER M BRASS
6. FOI V. T DIMENSIONS SE DETAIL w-w
7. STEEL RODS A BOLTS SMALL BE 3/4' HOT DIPPED GALVANIZED.
REDUCED PRESSURE BACKFLOW PREVENTER DETAIL 3
NOT TO SCALE 2
- VARIES I-II
CONCRETE
II-
12'
COLLAR -r CONCRETE COLLAR
- III- 4-19 P.EBAA
-
' ?? p TIE i 13 TIE
Z
PIPE
__ I ;, ' I III
•
I _ _ _ _
_ _ _
J
- I 4-19 REBAR
_?
THE CONCRETE COLLAR IS PORED
_
- -III-III- III TURB
ACANST
UA P
E
LY MA
.
SKING AROUND
OUTSIDE CFPIPE.
END VIEW UNDISTURBED SOIL SIDE VFW
ANTI-SEEP COLLAR DETAIL 4
NOT TO SCALE D
1 I
1 E
PLAN MEW
2._9.
I I
I I
I I
I I
I I 1
I
I
I
I I
I
I
I
I I I
I I
I I
I I
I I

?

I
I I
I I I+
I I
I I I
I I ^
I I
I I I
I I
I I
I I
1
14-BARS a•
12
DOWEL DETAIL EXISTING GRADE
PLACE GROOVE OR DOWEL
BELL END OF PIPE
TO FACE OF WALL 8' OUTFALL SEWER
1
FOOTING (IF CONST. 1
JOINT IS USED)
l
l
1-3
OPTIONAL CONSTRUCTION JINNI DOWEL
^
8' OUTFALL SEWER 1'_8•
ELEVATION VFW END ELEVATION VFW
N47E5; -
1. ALL COR EELS SMALL 8E WNAMIIEnfD I. OR MA A RADIUS Of J.. CONCRETE HEADWALL DETAIL 6
SCALL'3/4'-1'-O- >. ramNS ARE TO BE USED ru THE casnRJDTXN a THE BOTftM sue.
L wEN THE cmmAcTd1 ELECTS TO USE THE COISRRJcnOM JONr AT THE BOTTOM OF THE PPF, h0.`W ?A
IX)TLFT END DOWELS SHALL BE RACED N THE BAY AS SON ON PLAN$ SPACING 0' BARS SMALL BE SIOp-?+
APPRWMATELY MY CENTERS UNLESS On S: DIECTED BY ENCI EER
4. WEN THE CONRACTON ELECTS TO USE THE CWNSTRUCYIOM JOINT AT TILE BOTTOI FINAL DRAINING SEAL SEAL
OF THE PIPE MD POUR THE BASE SEPMlAtMY THE POUR SMALL BE Iu ROUC (NOT RELEASED FOR CONSTRUCTION c255p
C l
S CLASS -8' CONCRETE SMALL BE USED. S (` ' IL I C
h? +Y 7
WITHERS RAVENEL
-IF MISCELLANEOUS DETAILS ENGINEERS I PLANNERS I SURVEYORS
Nww P.R ln, bW(•o4M .....
MYIHNJIW 4BtHb]6roA .n-•NnvwM m•

UI 3 Z S J
2•-0'
S'-D'
PLAN VEW

7- LWAVEDAaFAS-
t._°. ? -CpKn[1F CxCAYNCM
r lwm rsAl
1 I ?"r`xsTC``iaN .
PLAN
uw.? Wus
won
nr a o- veois coxxTE IONIC
WIV( RoA
rnYlm rnAU IM

T N VGWIL
. rANrtN eAUrru
A Ip--? AN'

-a E m conmACra:
y
?
M
vKI( nor 9aAD xGT ybry '1[, eyy
OccllACl LL41 M V4W
iSW>M
?
MiFR LLWI
VALW i WA" 4Y1

:. uuntWnm sm
..
NOTES.
i. urt vaWT a«u rnwr rm rw c-wo No eF Wan eom, SECTION
5(Ii TrrE WIOnS 11ni? W/ ipIDN Y.Y. 16I xN0
-N (cc
1 YK WK)
IVEMTIIa M 9rN1 S W NY'E nwl
n
r n
i
ro
na
w
s
m wa
I
1 lyW ]? rALW Hoc foUM LAND S VYIl
GATE VALVE AND EXTENSION DETAIL n
NOT TO SCALE YAR
PAINT BLUE
VACUUM BPEANER
J/4• GALV. PIPE ENCASED
PROTECT PIPE
CONCRETE IN 1 1/2' GALV. PIPE
F
WITH ROOFING FELT
FINISHED 18'.18"r6•
CRAOE CONCRETE PAD

?
I?LI ??I I t? ?I''?II rv

EE:,: 17, -Aid
'>nTI
DRAIN PIPE
LOCATE DRAIN BELOW
CONCRETE
FROST PROOF YARD
NOT TO SCALE
?I Ti' 7 1 li ?ljll 1 W. FT. OF STONE
?J w FOR DRAINAGE
HYDRANT DETAIL 2
CLEWS PLATE CRINELL
FIGURE 49, OR APPRON
EQUAL
PIN W/ COTTERS
ELL FIGURE 291 OR
MD EOUAL
00 WITH EYE END
RRNELL FIGURE 148, OR
PPROVEO EWAL
ADJUSTABLE CUNS
GRINNELL FIGURE 260,
OR APPROVED EWAL
PE SIZE PER PLANS
PIPE HANGER DETAIL 3
NOT TO SCALE VAA
SENSUS, SR, POSITIVE
DISPLACEMENT METER PRO1DED
BY UTILITY
(-DUAL BACKFLOW PREVENTION
BROOK PLASTIC M
BOX WITH BLANK
METAL ON UTIUtt
APPROVED ED EWNALENf
rFO DWAY _
vuvt
_L_...1.: 36' MIN
1 BACKRLL, TI PED IN - -
6' LIFTS THHN GOA
3'-0" MIN. TYR. -
L(1C.ITING WIRE
?? I? 111 NDISTURBED SOIL
CIS, 200 psi I' FOR `FORD U MOOEI YHH-72-7W METER
DOUBLE SERVICE 3/4' YOKE OR UTILITY APPROVED
1 FOR SINGLE SERVICE EQUIVALENT
WATER J A` WHERE SERVICE UNE RUNS UNDER
MAIN PAVEMENT INSTALL APPROPIATE SIZE
MUELLER SINGLE STRAP SCHEDULE 40 PVC PIPE SLEEVE THAI
SADDLE WITH COMPRESSION EXTENDS J' BEYOND THE EDGE OF THE
CORPORATION STOPS CURB OR 5' BEYOND THE TOE OF THE
NOTES SLOPE
1. LOCATING WIRE SHALL TERMINATE AT MAIN AND METER BOX.
2. ALL FIRINGS SHALL BE BRASS MUELLER COMPRESSION TYPE. A
PLASTIC INSERT SHALL BE INSTALLED AT All TERMINATIONS WHERE
POLYETHYLENE PIPE IS USED.
3. ALL SEWCE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED
WITH SCH 40 PVC A MINIMUM 3 FEET OUTSIDE OF THE CURB /
PAVEMENT EDGE OR 5' BEYOND THE TOE OF THE SLOPE
SERVICE CONNECTION DETAIL DETAIL 4
NOT TO SCALE
SWARE FOOTING MAY BE
USED IF DESIRED

.
I SLOPE I' PER FOOT
BENCH
FLOW ROW
BENC
MOO" OPEN CUTTER TO
SUIT PPE LOCATIONS 6" THICK CONCRETE SLAB
SLOPED TO CATCH BASIN 42' HANDRAR, DOUBLE
RAIL 1 1/2.0 PIPE W/ /4" X 2' BAR TYPE 316
'

E l" KICKPUTE MATCH ELEVATION AND ATTACH TAINLESS STEEL , ROLL INSIDE
PUN N W TO EXISTING WALKWAY IA W BAR TO OUTSDE DU OF
----- 2• IPE
F
(TYR)
FRAME AND CRATING o _ (TtP) Z
FINISHED GRADE V GROUT 31
STE
YPE
6 SN
NLL S
4' PVC DRAIN TO 4'-0' ) LT
AND
EL
U
INFLUENT PUMP STATION PLATFORM EXISTING

WALKWAY BAR SIZE (B)
3 TYPE 316
4'-0' DIA FOR DEPTHS 12 8' CONCRETE METAL STAINLESS STEEL
5'-0• AND GREATER TO INVERT GRATING BAR (M)
'
3'-0' D0. FOR DEPTHS DRILL 9/16
DA
UNDER 5'-0' TO INVERT MANHOLE STEPS
- FOR 1/2
HOLE
16
X. D.C.
At m PIPE SIZE
PER PUNS tl
BOLT
CONCRETE WALLS TO BE 12' THICK FOR
PORTION BELOW 12'-0' DEPTH 6'-0•
- I T.O.W. ELEV.: 279.50
Ot
a
CROWN OF INLET
k OUTLET PIPES
TOP OF BENCH AT CROWN
2'-0' ROPE PAD TO
POOH BASI
4'X4'%3/5'L S.S. OR ALUM.
TO BE SURE ELEV.

4•
-'

I? OF PIPES

ROUNDED ENTRANCE N o
I

ELD TO TANK WALL
_ _FLOW FLOW.. WELD PLATE TO TANK WALL 1' NIN
-_
z
i 1408' gyp) TANK WALL
t
I' CEMENT MORTAR - I
O.C. TYP.
FINISH IN OPEN CUTTER ELT
t 0 12' O.C. E.. CONCRETE I.E. OF MANHOLE IS
%' PVC DRAIN TO TRFATMENT PLANT WALL
PIPE EfRACKET DETAIL
BR
8
3' MIN, CLR. FOOTING E. DF OUTLET us
I 1' ; INFLUENT PUMP STATION

(4012 NOT W
SCALE VAN,
ELATION N
N EW
Ew 0C. TYP.
"'A CARO,
MANHOLE DETAIL 5 MANHOLE DETAIL 6 WALKWAY DETAIL 7 ?°
YQ
NOT TO SCALE VA& NOT TO SCALE : NOT TO SCALE f 4
SEAL
FINAL DRAWING
(N
32
OT RELEASED FOR CONSTRUCTION
hNCL C 0Y

W.A NKS BRIGHTON FOREST
` rt105 MISCELLANEOUS DETAILS WITHERS &-RAVENEL
«ba d? WASTEWATER TREATMENT PLANT ENGINEERS I PLANNERS I SURVEYORS
Y[W 70SOS000 wnP.e C.r, wNC,d.Y 1)111 M. NfwcHb a wlaaN ....Nnv.mV mn
'' ? .•
5'-0' (607 INSIDE OIA ./
WET WELL
I
3-3" PVC CONDUITS
TO JUNCTION BOX
71-4" PVC
STAINLESS STEEL DISCHARGE
PIPE SUPPORT (2 REQUIRED)
H
8' INLET
INV. ELEV. 257.35
CCOONNTTRACTOR SHALL COORDINATE ALL ELECTRICAL
WIRING WITH THE ENGINEERING
INSTRUMENTATION PERSONNEL
ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
THE CONTRACT DOCUMENTS.
PROPOSED 4' DIP EMERGENCY
BYPASS SUCTION LINE W/ PLUG VALVE
INV. ELEV. 253.85
CAST-IN NON-RADIAL OPENINGS W/FLE%
CONNECTORS FOR DISCHARGE PIPE 4'X6' TEE k BUNDFIANCE W/ 1/i
PETCOCK k 4 112" GAUGE TOP MOUNT
4" COUPLING (TYP) HAND HOLD
4' CATE VALVE W/ BLIND
FLANGE FOR EMERGENCY BYPASS
DISCHARGE
INTERIOR ALUM. FLOAT BRACKET
-- °IP[I MOUNTED PARALLEL TO ACCESS
td DOOR. BRACKET SHALL BE WITHIN
4' OF ACCESS HATCH
1 3' PVC VENT PIPE
D.I.P. DISCHARGE WITH S.S. SCREEN

4" UNIFIANCE USED FOR
PIPE RESTRAINT
O• CLASS 350 WELL POINT
DRAIN WITH 8' PLUG PUMP STATION DESIGN CR ITERIA
2' CHEMICAL FEED LINES PUMP STATION DESIGN FLOW 200 CPM
PUMP CAPACITY 200 GPM
4' SCH 40 PVC SITE DRAIN TOTAL DYNAMIC HEAD 29 FT
FORCE MAN SIZE 6' DIP
FORCE MAIN LENGTH 49.00 FT
PUMP STATION PLAN MEW FORCE MAIN HIGH POINT 20.40 FT
VELOCITY AT PUMPING RATE 2.27 FPS
NOF TO SCALE PUMP OFF TIME 3.8 MIN.
PUMP ON TIME 3.8 MIN.
3'-6"x3'-6' DOUBLE LEAF ALUMINUM
HATCH WITH LOCKABLE OPENING
PROPOSED 4' DIP EMERGENCY 3'x 3' ALUMINUM HATCH
BYPASS SUCTION LINE W/ PLUG VALVE WITH LOCKABLE OPENING
3-3' PVC CONDUITS INV. ELEV. 253.85 5'-0' x 5'-D" ID) PRECAST
TO CONTROL PANEL PVC VENT PIPE
WITH S.S. SCREEN 8' PLUG CONCRETE VAUL W/2' PVC DRAIN
1' PLUG W/FLAP VALVE IN WET WELL
io
RIM ELEV. 273.00 RIM ELEV. 27100
I•I FS 271.50±
4' 0.1. CHECK VALVE 4' O.I. CATE VALVE
STAINLESS z ; (TYPICAL OF 2) (TYPICAL OF 2)
- STEEL -
n
- LIFT OUT 6' O.I.P.
n CLASS 350
CORROSION RESISTENT
FLOAT BRACKET I.E 26eoo
F 93 - - - DISCHARGE 267.37±
CHEMICAL FEED LINES, /
SHOWN OUT OF SCCTION F
FOR CLARRY IS' MIN. GROUT BOTTOM OF
VAULT TO DRAIN
4• WC IVWN
l E 265.50
I 12" COMPACTED
___l STONE BEDDING
b
n STAINLESS STEEL STRAINER
STAINLESS STEEL WALL BRACKET FOR 2' PVC DRAIN TO WET
DISCHARGE PIPE SUPPORT AND EMERGENCY. WELL WITH FLAP VALVE
BYPASS SUCTION LINE, MOUNT AS PER
MANUFACTURE S SPEC S.
HIGH. isr.a0 2 STAINLESS STEEL PIPE (SCH. 80)
xicH wuEx AUM2Y FOR LIFT OUT RAIL ASSEMBLY
ELEV. 256.50 I 2-SUBMERSIBLE NON-CLOG
uc WuP 'ON' SEWAGE PUMPS
BILCO OR HALLIDAY ALUMINUM ACCESS
DOOR OR APPROVED EQUAL
OR HALLIDAY ALUMINUM ACCESS
OR APPROVED EQUAL
LIFTING HANOL \ - - - - -
/ Y \ I r I
r 11
/ ALUMINUM I /_?BAR
ACCESS DOOR , 36"X36 ALUMINUM
SINGLE LE LEAF ACCESS
DOOR
,1y.IFTING
1L BAR
KING
I / FIANDLE
STAINLESS STEEL
EMBEDDED SOCK \ -
FOR PORTABLE
HOIST
PUMP STATION COVER PLAN NEW
NOT TO SCALE
CONCRETELUGS
IFTING TOP W/
? L
[LEV. 25600 60' DIA CONCRETE
IUD PUMP brf I WET WELL (5'-0-)
ELEV. 253.00
LEAD PUMP bfT'
2 NON-CLOG SUBMERSIBLE PUMPS WITH REMOVAL
SYSTEMS. 200 CPM 0 29 TDH WITH AN
ANTI-FLOATATION EFFICIENCY OF NOT LESS THAN 507- MOTORS
COLLAR B• MIN. ?I SHALL BE 5 NP, 3 PHASE, 460 VOLT.
8' CUSS 350 WELL POINT DRAIN LINE TO
INV. ELEV. 250.00 DE INSTALLED DIRECTLY OUTSIDE OF WET
WELL AND INTO THE COMPACTED STONE
r •: . r. -• - •": • BEDDING. CAP RUSH WITH GROUND WITH
PLUG. roPlW O lot
b
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL ' AQ y
INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL DOLTS. SEAL Y
THE BOLTS SHALL BE THREADED INTO CONCRETE ANCHOR INSERTS. FINAL DRAWING 11325
12' COMPAC WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A NOT RELEASED FOR CONSTRUCTION is ?p. g
STONE BEDDING PUMP STATION SECTION CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL THE BOLT SHALL • py(ACIN-°
TO saE HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LEIS AND HCL G'1
SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
N? KM ..R k ,n BRIGHTON FOREST INFLUENT PUMP STATION WITHERS & RAVENEL
uwnN
WASTEWATER TREATMENT PLANT PLAN AND SECTION ENGINEERS I PLANNERS I SURVEYORS 7
YCM }0509000 fww Ore Crr,MM.Caabu l>tll MfiVNf11a0 Ma. 11HtiJd4 .r..MVawelwn
2' SCH 60 PVC
POLYMER FEED LINES,
SEE SHEET 2 FOR
CONTINUATION
8' DIP 9O SEND, FL D
8'AB'VB' TEE, R 'I
8' FLEXIBLE COUPLI G
2'
2'SCH M PVC
POLYMER FEED LINES,
SEE SHEET 2 FOR
CONTINUATION
2' SCH 80 PVC POLYMER 2' SCH 60 PVC ALUM
RED LINES, SEE SHEET 2 FEED LINES, SEE SHEET 2
FOR CONTINUATION FOR CONTINUATION
i
1'-0'?f'-0'.6' THICK
SLUDGE CONCRETE SLAB WITH
PLANT _- 6' WELDED WIPE MESH
_ OfVERSION (ttP OF })
8'-0' I'' _ VALES
'? ?A? A - 1
?? I
-_ _
-- - _- L
H.w
-? .... . -.? ._. - 'I PIPE SUPPORT SEE
i_ .?A
1 -? _ _- -? _. _ i __ __ DETAIL 8, SHEET 6
?' o :.»
BACK tP - - - Y PLANT A ()
BLORER 8'V6' 90' FLG'D
_l. 6' DIA EMERGENCY " RCDUCING DEND (ttP)
'" OVERFLOW )
CONN. RANT 8 TRANSFER I t?-6' 9P uJ BEND (TYR)
"?' rROUCH I I
/ _ B - PUNT 8
SC PVC gL W/ V NOTCH I I
DR H 0
\ h I DWJN LINE I'Si .. I 9 T BL0? I I ?6 DIP FORCE MAIN

2L INTERCONNECTING DIP AIR PIPING
o _? BY GENERAL CONTRACTOR __

_________________ ____________________ SERVICE -'
-___CRATING ________________

________________________
INTERCONNECTING DIP SLUDGE
PIPING Bt' GENERAL CONTRACTOR ,U, PUNT A
AIRLINE CONN.
______
__ ______ ___________ _
FLOAT EOUALIUTION
SWITCHES PUMPS

_ ?? y
)j -
I I I
'
'
'

?? MJ TEE
6
.6
,6
INTERCONNECTING OIR SLUOCE
I
I
HOLDING TANK PIPING I
-B' DULCET 12' DUA I _ SERVCE GMTI,? III
I
GROUT RING TRANSFER TROUGH
-
PLANT V w/Iv-NarcH -- -
SLUDGE On'E ? -
0.VES 1 '`.
. t -

e
_-
"
" N ET
INLET
i
" B
EN
? - T
!.> ___.?__.....__._... _.. ... . .... _._.... _.....__. .. ...,.,. ............... .... ........ ............._____.

_ .: :::?... ..,...._............._.... . _. ._
_..._._._ .... ..
_... ..
....._.-
.... .... _ _ .
'..
-

a

6' DIA
RUNE
.
,
A'RL1NE EMERGENCY /
-0
CONN, OVERFL OW
I
I

I sLUOCE EIaLOINC
spa L O W EQUALIZATI
s +? a O N

I
I I

2' SCH 80 PVC 2' SCH 80 PVC ALUM
POLYMER FEED LINES, RED LINES, SEE SHCET 2
SEE SHEET 2 FOR FOR CONTINUATON
CONTINUATION
12'-0' /S'-0' 10'-3' 16'-1'
AERATION SLUDGE HOLDING ROW EQUALIZATION
BY-6' TANK TANK
__.._
SCALE: 1//'-I'-°'
OWtH ?0/V
e
a SEAL
FINAL DRAWNG 11325
NOT RELEASED FOR CONSTRUCTION cPIagp
MHCL C MA
No. R Finn Dale B I'^'e'^ Yp
BRIGHTON F RE T WITHERS RAVENEL R
?_. `° U? ''I °' WASTEWATER TREATMENT PLANT WATEWATER TREATMENT PLANT PLAN ENGINEERS I PLANNERS I SURVEYORS
eecr towno °o ?o-M C,V. Nee c,ow.nsll rrirw ame .....?.V...a?
I
III
FROM INFLUENT ?
PUMP STATION n
L ? -
FOR CONTINUATION
j SEE SHEET 10
KNEE BRACING AS J' 0IA
PER DETAIL 7, AF RI
SHEET 6
2'-0'
VCR TROUGH
MAIN AERATION TANK SLOWER/
MOTOR UNITS IN FIBERGLASS HSC.
SERNCE HANDRAILS II? II,I,I`I?
CMTR DROP
I HYDRO-DECK
rrUSERS TIP.
BOX OUT CONCRETE FOR CLARIFIER UNITS
(TIP). FILL EXCAVATION W/ FLOWAOLE CONCRETE
BY INSTALLATION CONTRACTOR
12'-0'
QAPIFIERS AERATION
SECTION A
5CAE 1/4--1'-0- 6
12' CONCRETE SUB, MIN 4,000 PSI,
W/15 REINFORCING 12' O.C. E.W.,
MIN. 2' CLR. TO SURFACE OF
CONCRETE BY INSTALLATION CONTRACTOR
EOUALIUTNN4
GLOWER/ MOTOR ACCESS LADDER
FLOW CONTROL BOX IN
FlBEw:RMSC.
INLET 12' DA-
7
GROUT RiNC
6'.6' REDUCING VEND,
gy - CD FLANGED
P u EL. 279.50
6' PLUG VALVE o
FIA GED
GE HOLDING FLOW E01 I Al17ATION o
HAMgER AAF r I2'-0' ,i ly,'
I n <
I EL 27100
J EL. 266.50
J
? CL 267.!3
fi' MJ 9D. RENO
16'-3' 12'
SLUDGE ROW
HOLDING EWWZATION
SLUDGE HOLDING SLUDGE HOLDING
CHAMBER 2'-0' OHAMPER
T - 4' DIP SPOOL
FLC.FLC
4' DIP CROSS,
FLG
4' PLUG VALVE,
'o
FLC (TIP)
0 0 4' DIP SPOOL,
I I x? FLO.PE (M)
1
4' PvC SCH b PlS
TREATMENT PUNT
DRAIN LINE
2°AtN roro???,, V'Pt
SECTION D ap?SEAI? i
SCALE: 3n'-I'-? W FINAL DRAWING SEAL
(NOT RELEASED FOR CONSTRUCTION cc 1325
N4El C MI
rAR 1/4'.1'_0 9.d ns
"° Rw ?? BRIGHTON FOREST
WASTEWATER TREATMENT PLANT SECTION WITHERS RAVENEL
cl.adF wsw ENGINEERS I PLANNERS I SURVEYORS
WASTEWATER TREATMENT PLANT 9
M:11 7050'A.00 rw+nPryCry. noT (ad,u l)Sil M1ifN41140 h?. fi9a6)Jml w.w.rM?xwl m?
i
27'-6"
10'-0'.12'-D'.6- THICK CONCRETE
EQUIPMENT PAD W/ WWF 6-6 FOR
NEW PUMP, TANK d: PORTABLE EFFLUENT
SAMPLER (PORTABLE EFFLUENT SAMPLER BY
OTHERS. UNDER SEPERATE CONTRACT)
PRE-FAiRICATED SELF CONTAINED
ULTRAVIOLET DISINFECTION MODULE W/..
INLET AND OUTLET DOMES k CONTROL
PANEL MOUNTED TO SIDE OF FILTER I
TANKS
n
U
REUSE PUMP WITH
PNEUMATIC TANK
MILLTRONICS LEVEL TRANSMITTER/
FLOW RECORDER 1 a
I '
V-NOTCH WEIR CHAABE .
SEE DETAIL 5, SHEET 5
8' FLG'D 45' BEND
. . PPP
D C
EFFLUENT
TROUGM

Q 111111)
I II..,
1 -
1
1 I:1 Ilt..-:! rINLET TROUGH
11111 '!L 1
11
II - -
Il IIl +
E?
SERVIC
GRATING 11
'lll
??41u II ?I
.??;
II `(I 7
}} I
} 8' INLET 12' k
LROUT RING
B' FLEXIBLE COUPLING
__. ?. _ _
r?l
lT _- o
I?? I I ,' 'q
?I' I i 1I111
!It it-1+ Y

GUARD POST. 8' OUTLET 12' GROUT

SEE DETAIL 2 SHEEP 5
(TYP OF 4) L

RING

OUTDOOR
- - -
L
- - - - - - -
AIR SCOUR FILTER
- - - - - - - -
FLaT J

SURGE PUMPS W/
RECEPTICAS SLOWER CONTROL, SWITCHES CHECK,THROTTIJNG
PANEL AND RETURN VALVES
10'-0'

PLAN VIEW
xALC ?/e•-r-°-
FILTER
CONTROL
PANEL SCRVICE HANDRAIL
CENTRINGA.

BACKWASH BLOWER
I -
I
?1
? URGE PUMP
COUPLING
PUMPS
-
I
-
-
-
UETcm
FILTER CELL ITROU
INLET PIPE
T.O.W. 279.50 GN
7 »4
17
V-NOTCH WEIR CHAMBER,
SEE DETAIL 5, SHEET 5
i WL
SERVICE HANDRAIL-
FILTER
FILTER CELL AR SCOUR CONTROL PANEL
BY-PASS PORT
AR SCOURING BLOWER
PIPING

,
I FILTER INLET
o © PIPE TYP,
PCPVC DONOUIT,
SZE PER ELECTRICAL
J PLAN
b 1
NO = NO
2
1 .
FILTER QELL ,
FILTER rn
1
0
.
I
ANTHRACITE
SAND
UNOERDRAN

i \
Y . y

v ?
)? \/

SECTION C
xAIE 3/6•-I'-0•
.
SERVICE HANDRAIL FILTER

AIR SCOUR CONTROL PANEL
BACKWASH PUMPS BLOWER
RCPC CONDUIT, SIZE
I PER ELECTRICAL PLAN
SERVICE 7
GRATING ??U
® m?I
?
I
NW I
` LAIC PUMP ON 8' FLEXIBLE COUPLING - --
MILLTRONICS LEVEL TRANSMITTER/
FLOW RECORDER ° KNEE BRACE, AS REOUIRED
ALARM ON SEE DETAIL 7, SHEET 6
8' FLG'D 45' SEND
(Y FARWT'LI
y :.
I
I
_ EL 271 QU - 12' CONCRETE SLAB, WIN 4,000 PSI, _E L_271.00
- - --- - ,.LF PUMP ONO,
- I REINFORCING 12' O.C. E.W.,
?? v L.W.L. MIN.
TO SURFACE OF zv%Y
n um. 2' cu. BY LWL
., PUMP OTT o CONCRETE BY INSTAlAnDN CONTRACTOR FOINSDTAATIONNnON \ \
IN EQUIPMENT PAD W/ FLOWABIf R. 2E8.50 CONTRACTOR i O \
CONCRETE FILL ANNULAR SPACE AFTER S/ -_? • - - A - _ ' \
ERECTION OF TANK AND EQUIPMENT -
0
'AD FOR EFFLUENT CHAMOERS
10'-D' 10'-6'
8' FL . PE DIP SPOOL CLFARWELL TANK FILTER CELLS SURGE TANK 1'-0' 12'-0' I'-0'
FOR CONTINUATION,
SEE SHEET 3 29'-7'
ELEVATION VIEW SECTION D
SCAM 5/E•-1•-r
xALL:
'z' CAROM
F
FINAL DRAWING j ° SEAL
11325
(NOT RELEASED FOR CONSTRUCTION
h4EL CNG?
N0. K Ino Dale B 1'^s^ x+ -._____
..A °? BRIGHTON FOREST
4-21-05 FILTER PLAN AND SECTIONS WITHERS RAVENEL ?0
?.bh WASTEWATER TREATMENT PLANT ENGINEERS I PLANNERS I SURVEYORS
? 1?°? [mw p,.e (ry. Na1,C?Mwa1?511 MNWfIJU 6.fifNliW1 w,,.
G
a
00
Ln
ri
tV
N
G
O
L
(b
0
0
W
0
N
O
OO
O
In
0
0
Y
WATER TA9E
NniFA
lA4

POT $F
ALh?TE
WATER SUPRY E

1
SLOPE ELODR 1/1•
1 (BOTH SCES)
I
1• A
GRAN
/
I

I \\ q

1 \\
C ?
`
` 1' PAC
? ? COTNDIAf Ll
PO YMER 1
'
-Y
PIPNG 7/1
CP
V ?E ?
\
R A \
U _4 ll L y\
7._ . B_ .
MOaMllpf PION
I I D I DOOR
$1nTOAI
to POLYMER TO &W To NADIR
RED R TCCD Prs
C $,Pe5.
7000 PM
:TALL 5/e' ANCHOR • TK
(: PER -N _L) SUB I/
\l 12' Tlq( TD01NG
1'aO
11 n I I ? Fl
A' SV8 r
L PVC CO DUT
NOTES:
I. EDGES OF CONCRETE SLAB TO BE SMOOTH AND AWNNIM 1' ABOVE
2. PO9TION OF THROUGH SLAB PIPNG AIO CONDW To BE AmnED WITH
PIPE LZL SEE PIPING SCHEDULE OF ANTENWLS N APPENOX.
7. RUDDER TAPE OR ASRMCTW RECORD AT CONCRETE/PPE NTEWACE
WELL HOUSE FOUNDA
HOT TO SCALE
a
to POLYMER TD ALUM TO k"
f[ID Pf fEID I1S Ftm PIS
Pq[5592 GAUGE A
w/ WALL NALNE\
SMO
SMOOTH IaSE R
sMIPLTAP
-
,,WON
GATE ALW P^
III AIWA POLYMER AM NA0H

HEMICAOL
CHEMICAL
III
ED yYStEA FEED PORK
SFCTKW A-A
1^ > A Hr, a.u w wp
NOTES.
I. SCE APPENX rm YALSE a" WHmu m
2. BLOW- pf NPNG W DRAM PRIG ARE NOT TO BE COIIECTEI
TOCCDKR
CHEMICAL FEED PIPING DETAILS
NOT M WALE
PoTADLE WATER
SUPPLi
iA4K
d
2x12 u
SHOP
L- `
DRUM
L-9
w,
l 1 \
l
I`C
` I m"oL"Y
PIPING
CONDUT

///--- MRGEN.Y
/ IMWNpI HOSE
/ olWO Nuc
TO To WELL RAVEL t'
y -POLY LINE TO
v
. BRC.wCR
r ?CNFY IFYS
l?lIr
` L
Y-
--?1 1•---H CPNII To
To STS"
PIPING A l.uD(T PUN
nAm
NOTES:
1. INSTALL WIMTEX PR[ NSVIATON ON HOSE 98 AND EMERGENCY DRENCH HOSE.
2. CHEMICAL TANKS TO BE TNRBEANVO 55 GALLONS W/ AIDS BY CONTRACT
OPEq.AiON.
7. C EMIC L TANN9 To BE PLACED CN CRW SALTY PALLET FOR SECONDARY SPILL
COBANMENT BY CONTRACT OPERATOR.
NOT TO WALL
1. X 1. IOW WATT
Crx.G YwNT IISERaWo
NARR
l-7

l-II /L'e (7) CHEMCAL
ACCEPT L-21

R-t5 BATE
.m"DON , NN I/2• PLYWOOD .
/ l-I II?7'

1/1' RR-R NSUATOH BOARD
1 W/ EIS PELT PARR
IY O.OOWNG GOLDEN BROWN

(WIPE I I

Y
WALLS AND CO NG
L-1
?
I
ix6' THN ? ?
I I
1

asE N
EANE?
' 12 ALARM NOUN
ION
D
'
\
0-15 BAR

' N, IxexS/1

ALARM TI -II EXTEWO ALAPY LIGHT
120! RECEPTACLE W/
N41URp1 2x 6 SCING Y SW?H GRORO FAL.AT NTLRUPT
POWER N
Na
5/R' PLYWOOD PLANTATION D %TIrt F
I ABOv`.L L-4 L-17
FOR CIECIRPN P.wa NYW000 1-2'%YITT NORM
TH S SOIL I e•, -0• COATING I"V RECEPTACLE R/
I CRDIIIB FAULT NTERPT

IM 10 E. C.
Q , NOTES.
IO xli
P I. INSTALL REMOTE BLAB THERMOSTAT FOR CONTROL OF BASEBOARD HEATERS
[ A 1 1 1 1 2. LIGHT FIXTURES TO BE V X V UGHTCRATT CEILING MOUNT W/ (2)60 WATT
BULBS. HALOGEN
3. COPPER CONDUCTORS ARE REWIRED.
51.19* 0.03810 WHY w/ NzuTm cmrns A. ?APSE TIME METER SHALL BE VENDER-ROOT 7795.
BASF R
BASE PLATE
5. IMPULSE COUNTER SHALL BE DURANT 6-Y-11715.
SIDE ELEVATION NEW FRONT ELEVATION VIEW 6. INSTALL TIMED OFF DELAY RELAY TO ENSURE POSITIVE COUNT AFTER POWER APPUED.
NOTES. NOTES.
1. PROVIDE R-15 BATT INSULATION AND TUFF-R INSULATION BOARD SEXED WITH 1. INTERIOR OF DOORS TO BE FRAMED WITH 2x1' AND INSULATED WITH R-15 BATT
INSULATION AND TUFF-R INSULATION BOARD
CHEMICAL FEED BUILDING ELECTRICAL LAYOUT
ALUMINUM TAPE ON ALL CEILINGS AND EXTERIOR WALLS.
2. CEIUNG JOIST SHALL BE 6 FEET ABOVE FINISHED FLOOR. .
2. SEAL AROUND DOORS AND VENTS WITH BROWN MNYL CLAD WEATHER STRIP. NOT TO SCALE
oR'\W ?/h
S A
2
3. SEE APPENDIX FOR WORN SCHEDULE & MATERUL LIST. 7. TWO COATS OF SHERWIN WILLIAMS A-IDO, LATEX FLAT PLANTATION BROWN REWRED. yE
1
L
FINAL DRAINING SEA
11 25

CHEMICAL FEED BUILDING FRAMING DETAILS
CHEMICAL FEED BUILDING EXTERIOR DETAILS NOT RELEASED FOR CONSTRUCTION t, /ADRR? B:
+ C?HE
+\?
NOT TO WALE TOY TO SCALE L c
NO. DRIP By IN- .Aq v. YARIPS BRIGHTON FOREST ENNIM.
CHEMICAL BUILDING DETAILS WITHERS RAVENEL
Her PY N. ENGINEERS I PLANNERS I SURVEYORS
PAR "°' WASTEWATER TREATMENT PLANT 11
ucr m 2o5omPo u.?a.. E.., NOwc.a.Nnsll MNfM a
A
-TABLE POTARX
WATER SUPPLY ?/I wni[A SIIPPLy
18'.18'.6,
SS ELECTRICAL
I BOX
NOTES
I. BREAKERS IN CONTROL PANELS SERVE AS MOTOR DISCONNECT
MEANS,
2. ALL WRING SHALL BE T MIN 15'C RATED COPPER IN RIGID
NON-METALLIC CONDUIT. USE NON-METALLIC 'SEALTITE' FOR ALL MOTOR
CONNECTIONS.
4COM, JP, 6OHE PIMPS
lUENT CONTROL PANEL

GRAPHIC SCALE.
IN ILET I
I inch • 1° IL
FINAL DRAWING
(NOT RELEASED FOR CONSTRUCTION
S
D.N. Kisley P.E.
111 C MocKenon Drive
Cary, NC 27511
Phone: [phone]
LeI
.? ^ BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS &- RAVENEL
cna.e e, we«. ENGINEERS 1 PLANNERS I SURVEYORS
PAP '"°' WASTEWATER TREATMENT PLANT ELECTRICAL SITE PLAN ("°
1K'? 2050E°.00 .,.0...e cn.r.en, c.d.u l>5N M.fi14f11U
MOTES
LOCATED N CHOACE
I®
BAnHO 1. ALL ENCLM S TO IE ION 42 a 9MM
L ALL Taw9oPEws TO PE MICE PHASE CODVL
r - - - - - - - Kfd M OPY-TYPE FOR OUTDOM USE UHLM
)-15 - W/ I OT EP.NA Kohn
#10
aNI.CDOX
I
1 N
206/120 1 SN Ntl M7/LL 9 A
C

M ACL M AM
mppa I DIV" O CN0.CiptS 5 94 N ALL nZLL6 Nq
W17RODE CaDlEta B'LVHa p1UIS.
- BCNOED ID DJLDK
PIPING

Ca67R?D7 7P1V14[QICM PAD AND PR TO DETNS
H
IT 4 a Y CaaN
I WR
a01w0
/IO I(DV1)C lARlt PIPING A R1DLY ALL itUIRORANS TO DE
BY UTILITY CNPAVY. 4-11 BINI WTH 4RAEE PAa AM VADNC 0WICNC Sn7al,
7251 C 11
14 COPPa 00MING
r-
C B 111111-1,5,5
I 1S OR N Y C - -
1 ALL DISCONNECTS 9MLL BE BVED FOR M VWAA
maHIAAL EILCNOE N1011nn0R POMa .
[KRO LUT DACE TO ID FUJ J U THE SYSTEM N WHICH THEY APE NSTAILD NO
BaCm TO aaEA NO ATS P'PEN PANEL

' I
94A1 BE NAVE aRY TUSSLE TYPE LNLA WED.
125 w Dm m1aVOIt
60117 -
CIS 1M PANEL AE PNt7TAK06
BUlm 00 3P IM D-MC KOCU 100 .600Y 725L
42 SP REIl(Nf
1 I
SE PAIm
p 6" 225A
411 4 wR T 4w [Q
A PAT[p PRP
CanNx 1120 t25 KW w A R
400/277 1 NY
P
w 'b 9 I
P` WITH 2211 LOAD
PAD MO RM IIIN
A(
" IOOA Y4X CNM 9SNQA 14 COPPER aO11dC
BY L
.Un CaPNR Ha0/211 M
L - - J
C.&ITIODE
wawa

- =Broom TO BAnHO srm

- - - - - - -
- -
- - - TO w
- - - - - - NO UTALC VIARR PPNC
-
- - - - - - -
CaCNIE BAY MIDI m -
FOR CARE ENIRT BY THE 4-4 A 1 a P - O:Na.R 4-4 O W 4 a N Y P.[ CIZ MxIAAI 7/ IN.R OaAL WAL
CafRX1a OEM M TAW (NIPA)
4-4/0 W/14 a 3- PVC CaalB
ELECTRICAL RISER DIAGRAM
NOT TO MILE
W" PANEL %%.l BE 1/8- ALM" PATE
NDI No %m VZ "I" WIIEPS KTK
pAtwC NO PATE
14•-0'
ANN Vaal MXN LION
H" AO LAM AK ACTNATEO
AYTNE THE ONEw INMMTR A GA-' 3-0'
AN AIPM aAL
M.
.
I
I
NaN l[ N Oa MDP-1
3
5
FROM ELECTRICAL
PaAU NSY4IIEHI I NSA 4Y INS IIAOa
I I ,
,
r
""NA "CL I I
SIDOE PAIMION
fa Nan ATS P
' W
NLIENI
RYwa iq6 PAI E SWTTOyw
L-1 WN 225A 1r I CONTROL

Y
D' ? PLN tam
OwD LOOONC NA,, am 9' D'
M wEW Np
l PP
ro
ro 24'
nKWI UTILITY MI.1LN
A D RLN TO
A
an??
FEED MM11 I o Pv
L
T TO P0 4EL L-2
TO aN! STATRa 74' i • TO WNP CCNIROI PANEL
am QO
TO CREW
TO rEIfA CONTROL PNQ

P n L
PRCk" 9" PVI NOW ON" AL CCU"
WALING n CONTROL PNUS
aI PHONE dWPNCY
IP

t<A TO
PAP mNRU PANEL
•
I
1
(2) DEDICATED PONE LINES ? i
_?
- - ----- -??
ELECTRICAL SERVICE ARRANGEMENT - SIDE NEW
NOT TO SCALE
ELECTRICAL SERVCE ARRANGEMENT INSIDE ELECTRICAL SERVICE ARRANCEUF_NT - FRONT VIEW
CHEMICAL FEED BUILDING NOT TO SCALE
NOT TO SCALE ft
D.N. Kisley P.E.
-ml-
-NTRAC" SHALL CaOPC ATE AND PAY ra
EILCTNCAL S NICE AND TRANya TD BE
NST4 BY IITUry CCAIPANY.
FINAL DRAWING
(NOT RELEASED FOR CONSTRUCTION
111 C MacKenon Drive
Cary, NC 27511
Phone: [phone]
`.GL
J?JI
uc
N`R BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS &- RAVENEL „ ..,.
«Ab? ?~ WASTEWATER TREATMENT PLANT ELECTRICAL DETAILS ENGINEERS I PLANNERS I SURVEYORS oD...
YCN ??? Hi.unP+(n.NmNCN?Nt%Sil MfiW4lltl L 91P+4)HNA ?
Panel Schedule 2 PANEL'MDP' 3 Phase 4 Wve Voltage LL 480 Voltage LC: 277
OC D-Ice.: BREAKERS Deice F-Ry. BOLT ON Mounting: SURFACE Endware NEMA 4
Comments: 30 SPACE MAIN LUGS Bus Rating: 225A AvalaNe Fault Duty. '••K A 3 Phase
COT
NO DESCRIPTION/
LOCATION 'LOAD
TYPE -CR
EA ITERI
OTY A
OEM 'OTAL
VA
REMARKS DEVICE
AMPS
P P
H EVICE
AMPS
P
REMARKS TOTAL
VA 'LOAD
TYPE •CRITERI"
EA OTY OEM DESCRIPTION/
LOCATION CKT
NO
01 PUMP CONTROL PANEL MTR 9 4750 4j9 W[jIDGR 40 J A 02
OJ 9 4750 B 04
04
05 9 4750 C _
07 WWRP CONTROL PANEL MTR 15200 413 W/18GR 100 J A 50 3 3j8 W IOGR 10000 ttXFMRIPRIM 08
09 _.. _.„_ _ .
15200 B 10000 SS)TURIPRIM 10
11 15200 C 10000 ___
IS)TURIPRIM 12
13 AREA CTS k 2 LTS ?- - --- 1500 2110 W[j10CR 20 1 A -- - 14
15 BLOC( HEATER HTR 5 1500 2110 W[11 OCR 30 2 B 16
17 5 1500 C 18
19 FILTER CONTROL PANFL MTR 1240 414 W[jRCR so J A 20
11 _ _ 11100 _ _ B - -- -_-._- 22
23 12400 C 24
25 NPW CONTROL PANEL MTR 950 3112 W,111 OR 20 3 A 26
27 950 B 28
Z9 950 C 30
ENWSE LOADS: PHASE A VA 44800 PHASE B VA 44800 PHASE C VA 44800
TOTAL LOADS: DESCN KVA 134.4
DESIGN FLA 1624.
Pound Schedule 5 PANEL'L' 3 Phase 4 W ,,e Voltage LL 208 Voltage LG: 120
OC D"cn: BREAKERS Deice Family BOLT ON Mounting: SURFACE Encl-re: NEMA 4
Cammentx 30 SPACE 100 MCB Bus Ro1ng: IOOA Awdable Fault Duty •"K A 3 Phase
CKT
NO DESCRIPTION/
LOCATION 'LOAD
TYPE •CR
EA I IFPo
01Y "
OEU TOTAL
VA
REMARKS DEVICE
AMPS
P P
H ENCE
AMPS
P
REMARKS TOTAL
VA 'LOAD
TYPE 'CRITERIA
EA OTy OEM DESCRIPTION/
LOCATION CKT
NO
01 DIALER 6EN I 1500 2112 W[j12GR 10 1 A 20 I 2112W 112CR 1500 PECP 3 RECEPTACLE - S1 TE 02
03 BATTERY CHARGER GEN _
_
1 1500 2112 W[j12CR 10 1 B _
20 _
1 2112GR 1500 RECP 3 RECEPTACLE - 9UILDING O4
05 FLOW METER - RECORDER GEN I 1500 2112 W[112CR 20 1 C 20 1 - 06
07 METER PUMP= ALUM MTR I 1500 2[12 W/eCR _
20 1 A 20 1 1112W J12CR 1500 RECD 1 HOT BOX 08
09 METER RUMP - NAOH MTR 1 1500 2112 W/117CR 10 1 B 70 1 2112W 112Cfl 1500 LTS 1 TEETER UONT --- 10
11 METER RUMP - POLYMER MTR I 1500 2112 W[j12GR ZO 1 C 12
13 A 20 1 7112W 112CR 1400 UV I UV SYSTEM 14
15 BUILDING LIGHTS LTS 1 1500 7112 W[112GR 20 1 B 16

17
C ,
18
19
BDAR0
BASE
1000
2112 W11I1CR
20
1
A
?- --_- _
10
21 HEATEP 4.2) _ -- -- _- 1000 2112 W[p2GR _
20 1 B 22
23 C 24
25 A 26
B 18
29 C 28
ENDUSE LOADS: PHASE A VA 3000 PHASE B VA 3000 PHASE C VA 3000
TOTAL LOADS CONNECTED KVA 9.0 DEMAND KVA 9.0 DESIGN KVA 9.0
CONNECTED FLA 24.9 DEMAND RA 24.9 DESIGN FLA 24.9
RACO VERBATIM DIALER CHIP SET 209
•*DIALER FURNISHED BY HEATER UTILITIES AND IS LOCATED INSIDE CHEMICAL FEED BUILDING
PS:PUMP STATION VENDOR
CS-CPNERATCR/ATS SUPPLIER
EC•ELECTRICAL CONTRACTOR
LAOX
Al.- Type Alarm Status Wve Cola Wo Color
R
ibl
P
H
Channrl for Crcult Cable 1 Cable esp-
X
e
a

1 REDUNDANT RICH ALARM
CLOSED
RED
RED FURNISH PS
WET WELL HIGH LEVEL INSTALL CC
2 PUMPII-NCH TEMP. CLOSED WHITE FURNISH PS
INSTALL EC
3 PUMP12-MCH TEMP. CLOSED BLACK FURNISH PS
NSTALL EC
4 POWER TO PUMPS
CLOSED
GREEN FURNISH PS
INSTALL EC
5 PLMP11-DISCHARGE FAILURE CLOSED BLACK FURNISH PS
MSTAL EC
6 PUMP12-DISCFWRCE FAILURE CLOSED CLUE FURNISH PS
INSTALL EC

T GENERATOR SHUT DOWN DUE
OPEN
RED FURNISH CS
TO MAJOR FAULT INSTALL EC
GENERATOR MINOR FAULT FURNISH GS

SHUT SHUT DOWN POSSIBLE SOON
OPEN
BLACK
INSTALL -
EC

9 GENERATOR ENGINE RUNNING FURNISH CS
INFO ONLY - NO ALARMS CLOSED BROWN INSTALL CC
10 GENERATOR LOW FUEL OPEN WIRITE FURNISH GS
INSTALL EC
POSITION SWITCH ON ATS NRNISH GS
II STATION ON COMMERCIAL POWER OPEN BLUE INSTALL EC

12 POSITION SWITCH ON ATS FURNISH CS
STATION ON GENERATOR POWER OPEN YELLOW INSTALL EC
13 COMMERICAL POWER AVAILABLE GRAY FURNISH CS
INFO ONLY - NO ALARMS CLOSED PURPLE-CRC INSTALL EC
NOTES:
JS ABOVE GROUND JUNCTION BOX TO JOIN EQUIPMENT BRANCH CIRCUIT
TO FLEXIBLE LEADS. BOX TO BE WATER PROOF. SEAL FLEXIBLE
CABLE ENTRY INTO BOX WITH SEALOFF FTfTTNC (CAS TIGIlM. INSTILL
KEILUMS CORD GRIPS AT TOP OF STRUCTURES TO SUPPORT VERTICAL
SECTIONS OF EQUIPMENT FEED CABLE
JBC ABOVE GROUND JUNCTION BOX TO JOIN EQUIPMENT CONTROLS TO
FLEXIBLE CONTROL WIRE. INSTALL ADEQUATE SIZED WATERTICHT PVC
CONDUIT BELOW GRADE TO EQUIPMENT CONTROL PANELS AS REQUIRED.
H MOOM I'. SWMSc42CYC2MI NAM Rgl) CONTROL
CONTROL FOR16N MEIN ILL ACCESSORY MOUNat NIDAARE
TO MLOW MONRry U FUTURES M SORE POLES
ern
C,
WSAIO50YC!
30 FOOT SOW[ SMNOO
ALIAS" FDl.
ROD" Bars SIT N ACCOF5g4C[ ARN TIE
BOLT PATTERN OF ME NEW rrPI E-
OA7JT gPAE01 POLE 6"7 TO FRILTE
AND TOP OF CONCTIZ I FOLNOAIION
aONPC tut
Fld IlU4• LOK
,I fAM9® STEEL AN7A'll
O! SO, Mml A• Igdf
3000 P9 CAST N PUCE
14 COPT" 4WOeaNt EILCONICE
I' PR LOCXO FRTA V;
A YNWM a 21' BOq aAT
2 112 "117 aOLO Wee
LORD CONL'tOR
4 004 11 TESFOROIt BARS-/
NSTAIEO vUTncALLF
0"PoIc CLOP 9.m9E
FOR CI E17 RRA
TYPICAL I/ fe2FOR]R BkPS
MST/Mm HORNKTMLY
6 CAMN2m Slur
CROJND ROD
LIGHT POLE BASE DETAIL
YALE I/2••1'-0'
"NTYW IS'de•d•
NDM 1E SS ANCT7N BOX
NM epQp SIPPLRf 1µO[ JOINTS BCARX
TH" WO nDIRE CORD
./WATUW9" SPLICE PM
L FIDW Cam
HR PUP pa"
6' MIN. AND CONTROL
KD1UI COIIO CFP
SEAL OF TnTic
WPM FA PUMP `RIMIl?
colT PNFL ;
TO MPS NQ ROUTS
?M
D.N. Kisley P.E.
111 C MccKenan Drive
Cary, NC 27511
Phone: [phone]
JUNCTION BOX
NOT RI SCALE
FINAL DRAWING
(NOT RELEASED FOR CONSTRUCTION

IN, 4-21-05 BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS &- RAVENEL
Mp PP WASTEWATER TREATMENT PLANT ELECTRICAL DETAILS ENGINEERS I PLANNERS 1 SURVEYORS $a :(! •'
ALCM • 105090 D] w.fAne C+v.rwN[+rtl,u 1)511 MN4ufllq 6, Ni A+A)aaoe ..w.4a.vxM,o.
WOOD FENCE DETAIL
PUNT CANOPY, DRIFUNE -4' X 4• WOOD POSTS
-2• X 4' WOOD RAILS
OF PLANT
EXISTING
LIMIT OF CANOPY, DRIPIINE
y
I
PLAN VIEW OF PROTECTNE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
2
Tl0 MOTRTON AAG
2'
W NOT LHTO
72' '
111N.
2- X 4• HORIZ. WOOD RAILS
MIN. 10 GA
LINE WARES
GRADE b:+.
3'-0'
---- 6'-0. O.C. --I
MIN.
PERFORATED PLASTIC FENCE DETAIL

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i
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L L U L L nn mrtaml RASA _ L L' F L 1
L _L L L L J, DO NOT G'Tq L 4. L 'I

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4 NOTES' -R
1. ALL PLANTS TO BE SAVED SHALL BE
PROTECTED BY FENCING AS SHOWN IN
IN THIS DETAIL.
2. CONTRACTOR SHALL INSTALL FENCING
PRIOR TO BEGINNING ANY CONSTRUCTION
OR GRADING ACTIVITY,
3. CONTRACTOR SHALL CALL FOR INSPECTION
AND APPROVAL OF PROTECTIVE FENCING
PRIOR TO BEGINNING MY CONSTRUCTION
OR GRADING.
4. PROTECTIVE FENCING SHALL BE LOCATED AT OR
OUTSIDE DRIPUNE OF TREES AND V MINIMUM
OUTSIDE SHRUBS OR OTHER PLANTS.
PLANT PROTECTIVE FENCING DETAIL
NOT TO SCALE
TARP
3'[3x16•
DM - 6• STONE A'RCN
RAS TO BE ANCHORED

6' RS OR 6' PPC
RISER WITH SLOTS l
j la' I I
.`; -wAVCD
S ONE
ENTER
LENGTH
WEIR DETAIL
EROSION CONTROL NARRATIVE
BRIGHTON YOESI WWR SR AND EM LENT WIFAIL CONSISTS OF 1.85 ACRES OF TOTAL DISROBED AREA THE TOTAL
Ns [D IAEA AT MYPME WILL INERT NOT BE THIS AMONT BASED ON THE SEO CE M CLEARING ARID MU990,tr, PIPE
INSTALLATION AHD SEEDING AND MB.OING.DE PROECT AREA EXTENDS IM4 THE 3'a TNERH MOST CA-DE-SAC N THE
FLOOD STORAGE RMCPOSED ON(NTON FOREST 9.ROM9ON TO A GRADED AREA FOR THE WWIP AN0 Np DOWHSOP FOR DE [RELENT

ZONE (I 1 MI AMR SEWER TO YgD.ECRELX. THE OEAEIING UNITS ARE SOWN ON THE PLAN S FOR TIE WMYW SITE OIAMIC, ACCESS
ROM MAONC NA EIYLUpT OARAtL. AT FENCE SHALL BE PLACED ALONG THE REARING UNITS R M, NS AT THE AT
FENCE SHALL DRAIN THE SITE TO CLISTOI BASINS At LOCADONf SHOWIN ON DE PLMSnE CONSDNCnON 4OlENCE SNALL BE
FOLLOWED TO ENSURE THAT ALL PROJECT SEDIMENT IS RETAINED ON THIS SIR WTH EA09OI CONTROL DEMOS SOWX ON
THESE PIAHSEAT1ElE CARE SHALL BE USED ARORD EMMG ORANACE WAYS AND STREAMCRp59NCi ADOnaAL ER09ON
CONTROL MEAAAES MAY BE REOMED BY 1HmIGN[DI OR M WAKE CONTY CONSERVATION THONEER P
YAIRMRD pSIWBEp AREAS SHALL BE PROMOED WIN UMNO ONEA "THIN 15 WORKING DAYS OR SD CALENOM 11-
WHICHEVER IS SIOiT[N SFTIOpT TO RESM N EPOSION.A CROND COVER SURICICNF TO RESMAN EROSION MUST BE
"TED WITHIN 15 DAIS ON NAT PORTION OF THE TRACT MENI WINO FURTHER ACDJE CONSTRUCTION IS NOT HONG
LROERTAKEN. THE COMMACTOR !Sl L MAINTAIN A COPY OF THE MPROWD p09ONCOITROL PERMIT ANO PLAN ONSTE AT
ALL TIMES..
SM61M STORAGE ZONE GENERAL NOTES-EROSION CONTROL
TOP OF DAM
Ia'
f
TARP PROTECTION-- VIER IENCTH (10' MMNVN) pITCN ANO BURT -'
'i TARP EDGE
(MIN. 12- OF IMP)
CUSTOM BASIN DETAIL
NOT TO SCALE
50, M!N.
BUT SUMCIENT TO KEEP
SEDIMENT ON SITE
-2'-3' STONE TO BE USED '- 25' OR WIDTH OF
EXISTING (S14CE STONE OR RAILROAD", PROPOSED STREET
ROADWAY DAllAST): WHICHEVER IS
GREATER.
F-I1N
NOTES
1. PUT SILT FENCE OR TREE PROTECTION
FENCE UP TO ENSURE CONSTRUCTION
ENTRANCE IS USED.
2. IF CONSTRUCTION CHI THE SITES ARE
SUCH THAT THE MLA IS NOT REMOVED
BY THE VEHICLE TRAVEL- NG OVER
THE STONE, THEN TIRE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE
ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL
MUD AND DEBRIS ON TO THE PUBLIC
ROAD, TIE GOVERNING AUTHORITY WILL
CLEAN THE AREA AND INVOICE THE
FINANCIALLY RESPONSIBLE PERSON AS
INDICATED ON THE FINANCIAL
RESPONSIDILITY FORM.
35' MIN. 15• MIN. NEW CONSTRUCTION
EXISTING ROADWAY
t2' MIN.
6' MIN. ;: ...
\v
AEIRIC UNDER STONE
WAR VANES BRIGHTON FOREST
U.,w N Ur
NMNN HkN,
N DM 4.21-05 WASTEWATER TREATMENT PLANT
EROSION CONTROL DETAILS
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WIN CURRENT TOWN OF FUOUAY-VABNA AND WAKE COINTY STANDARDS AND
SPECFTURONS
2. THE CONTRACTOR SHALL VLRIFY THE LOCATION OF ALL DOSING UIEDNFO HO UTBITES PRIOR TO BEGINNING CONSTRMYCHL
L THIS SIR IS NOT LOCATED N THE FALLS BASIN OR SWIFT CRQX WATENSE ..PROECT LOCATED IN MODE CREEX
WATERS"-
k THE CONTRACTOR BALL BE RESPoNSBTE FM MAINTAINING OF TEMPORARY YLw[NTATION AND p090N CONTROL D[MSCES
STOW CH THE MPROWD PLAN
S RECEIVING WATER: MODE CREDO
L OSTURBED AREktaUCRES
1. SIDOIPIINB OF EXCESS MATMAL7 N WEILAD AREAS M WMiM BUTTER MEAS IS NOT ALLOWED.
L TIE REMNC LIMITS ARE UMTEO TO DE PERMANENT MO CONSN TION [AS CNT ODIOTAnONS ON THE PLANS
9. SORES BETWEEN OL I V AND W I V MAY BE ALLOWED F STABU7ED WIN W[LIATION MAT KOLIRES IWIAMAL,
MANTD4MCE SIOI AS WEEPING LOW MASS RID FESOE ON OMU VM TY WIN 9NW_- OIARACRRISDCS DN MASS
NOT ALLOWED. BOSS STEEPEN NM 0NA V MAY BE AILOWD F STABILIZED MM PDNAVpT 3'L R[IENTIO1 DENCES
I0. STANDING WATER AREAS SHALL BE PE-GRADED AO/DR CATCH BASIN INSTALLED TO CORRECT DRANACE PROBLEMS
11. W TDN BASINS ARE TO BE FLAGGED N DE YIELD AND RHE LOCATION INSPECTED BY THE ppNEER PRNR TO
OAISMICnON ENCIN[ER WILL C TRAI MCI SPECIMEN TRUS AM IMPACTED BY DE CUSTOM BASINS.
11. W SIR OEAING OR MRADNC INSTALL TF" FNORCMIN FENIE IN ALL AREAS WISRE [DSTIN C WCETAI101 R TO
REMAIN. ONCE INSTALLED CON-CTOR TO CALL ENGINEER FOR NSPECDCF4 10 CE-Y INSTALLED PER DE MANS AND N ALL
MEAS IOpRXD AS INOSIURTIED BUFFER AND LANDSCAPE B.FTER
CONSTRUCTION SEQUENCE
1. DOTER A MADNC POINT FWOl THE WAKE CONTY NSPECTCN DE-TAEXT.
2 INSTALL TEMPORARY EAOSON CONTROL MG9AE3 SHOWN ON THE PLANS OEM ONLY AS NECESSARY TO INSTALL DES[
DEVICES.
1 CALL WAKE CONEY pMROWMENTAL STAVNES AT 854-7400 FOR ON-SIR NS'ECTION BY CONSERVATION ENCNEEFL IF
AAROED, IEM4 OEMNC APO CNJBONG M PROECT.
A MAINTAIN MIXES M NECDM BERN INSTALLATION A UNITES
S STMUZE SIR AS AREAS ME COMPLETED WIN WMTATCH PER 9'CCIFIUMNS,
4. WHEN CONSTRUCTION IS CDWETE ARID ALL AREAS NE STABILIZED COMPLETELY. CALL FOR M INSERTION BY
CONARVATIN ENM*UL
7. F SR H AAPROWD. REMOW TEMPORARY DINE-ONS AT OWNING. ETC M0 SEC0 OUT TIME -EAS.& WHEN
HAS BECOME ESTABLISHED, CALL FOR A -AL N¢ECTION BY C N .TON EKONEER.
FILTER FABRIC TREATED 2'X4• POSTS SPACED
WITH WIRE FENCING AT 10 FT. WITHOUT WIRE
FENCING AND 6 FT. (MAX .)
WITH WIRE FENCING.
4•x4• TRENCH BACKFLLED
AND COMPACTED AFTER
GEOTEXTILE FABRIC INSTALLED
E. It
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t
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4
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t
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l
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' n

FLO t P }H ?I(I•

I 2
(I? ?
A I
1
EXTEND FABRIC AND \
WIRE INTO TRENCH
NOTES
1. SILT FENCES SHALL BE INSTALLED AS SHOWN ON THE
PLANS OR WHERE DIRECTED BY THE ENCNEER TO
CONTROL EROSION.
2. REMOVE SEDIMENT PERIODICALLY. REPAIR ANY
UNDERMINING IMMEDIATELY.
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE Op"'A CAROA
? ?SSS/OX,
? ff
FINAL DRAWING ° SERE
81725
(NOT RELEASED FOR CONSTRUCTION 1.3'c QGINI? ?8
hHFL C wA
WITHERS &- RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
xN,u, p,N Cry, HUd Cid.u PSN MRIWR6Wi1 n,mawM,on
/PLANT CANOPY, DRIPLINE
40'
T
TREE PROTECTION AREA
19'
n DO NOT ENTER
_.L
WARNING SIGN DETAIL
9' MAX 6' STEEL T POST
/AFdABLE AS DIRECTED BY THE ENGINEER (FACTORY PAINTED)
MIN. II-1/2 CA
,7VARES
ORANGE, UV RESISTANT,
-ILGHI - TENSILE STRENGTH,
POLY BARRICADE FABRIC (TYPICAL)
M
ORANGE, UV RESISTANT, HIGH -
TENSILE STRENGTH, POLY
BARRICADE FABRIC (TYPICAL)
-EXISTING PLANT
/ -LIMIT OF CANOPY, DRIPUNE
o'
¦
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
NOTTS
1. DRAW DOWN RISER SRALL BE 6' SON 40 PVC WITH CLEAN-OUT
CAP AND SLOTS, SLOTS SHALL BE I• WIDE VERTICAL SAW CUTS.
SLOTS SRALL BE PLACED AL 97 INTERVALS MOUND THE PIPE (4
SLOTS). SLOTS SHALL BE 6• LONG. ONE SET OF SLOTS SHALL BE
SEPARATED FROM THE SET BY 4. OF SOLID PIPE THE NUMBER OF
SETS OF SLOTS SHALL BE THE DEPTH OF BASIN MINUS ONE
2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH
SPECIFIED. THE LENGTH OF THE TARP SWELL BE ACCORDING TO
AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE USED TO EXTEND
PROTECBON TO BACK OF SLOPE THEN TARPS SHALL BE
OVERLAPPED AT LEAST 12'. UPSTREAM TRIP SHALL OVERLAP
DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY
SILVER TARPAULINS FOR SUN RESISTANCE.
3. BASIN SHALL BE CLEANED OUT WHEN 1/2 FULL
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
I
Soil & Environmental Consultants, PA
11010 Raven Ridge Road * Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
September 06, 2005
S&EC Project # 1415.W l
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jean Manual
6508 Falls of the Neuse Road
Suite 120
Raleigh, N.C. 27615
From: Sean Clark
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
NC-Division of Water Quality
401 Wetlands Certification Unit
Attn: Cyndi Karoly/Debbie Edwards
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
Re: Brighton Forest Subdivision
Fuquay-Varina, NC
SEA,
'OrTUJtoS N'D 510i?,hr;,,i
On behalf of the owner, Community Properties, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) that the activities proposed below may proceed under Nationwide Permit 39. Please
contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Brighton Forest Subdivision
Project Type Residential Subdivision
Owner / Applicant Community Properties
Count Wake
Nearest Town Fu ua -Varina
Waterbod Name UT to Middle Creek
Basin / Sub-basin 03-04-02
Index Number 27-43-15-(4)
Class C NSW
IMPACT SUMMARY
Stream Impact (acres): 0.0205*
Wetland Impact (acres): 0.3405*
Isolated Wetland Impact (acres): 0.0840
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.3610*
Total Stream Impact (linear feet): 343**
*Impact totals include temporary impacts
**321 LF Total includes 72 LF of intermittent stream, 249 LF of perennial stream, and 22 feet of
temporary impact to perennial stream
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
Lake Wheeler USGS Site Vicinity Map
Wake County Soil Survey Site Vicinity Map
Overall Impact Map I
Impact Maps (10 sheets)
$475 check for 401-processing fee
Wastewater Treatment Plant Plans
EEP Mitigation Acceptance Letter
Authorization of Construction (WWf Plant)
Culvert Cross Sections
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Pen-nit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 & NWP 12
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: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on age
4), and the project is within a North Carolina Division of Coastal of
Environmental Concern (see the top of page 2 for further details),
II. Applicant Information SE? 6 2005 19 1. Owner/Applicant Information w+t oSTO °ATERB?N
Name:_ Community Properties
Mailing Address:Attn: Tommy Fonville
1000 St. Albans Drive, Suite 400
Raleigh, NC 27607
Telephone Number: [phone] Fax Number:
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClarknSandEC.com
Page 1 of 9
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: Brighton Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 068801085618
4. Location
County: Wake Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The approximately 285
acre site is located on the western side of Lake Wheeler Road (SR 1375) approximately
4,000 feet north of the intersection of Lake Wheeler Road and Mills Pond Road (SR 1393).
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.)
Decimal Degrees (6 digits minimum): 35.106 ON 78.119 °W
6. Property size (acres): 286.05 acres
7. Name of nearest receiving body of water: UT to Middle Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.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:_ The site is currently wooded with a large utility easement
cutting across the northern portion of the property. Adjacent properties are primarily
residential developments.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project will be a residential subdivision with typical utilities etc. Heavy machinery typically
required for earthwork and clearing will be used.
11. Explain the purpose of the proposed work: The purpose of the project is to provide
additional housing to the area. The proposed impacts result from the installation of roads
required to access the property and utility lines which will provide the subdivision with water
and wastewater treatment.
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. S&EC delineated the site in November of 2004. Ms. Debbie Edwards of
the NC-Division of Water Quality evaluated the stream features on site (D Q EXP 404-1982.
Ms. Jennifer Burdette of the US Army Corps of Engineers evaluated the wetland boundaries and
streams on the property and determined there to be one isolated wetland on the property.
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.
No future 121ans requiring additional 401/404 permits are known to be required 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. Each impact must be
listed separately in 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:_ Proposed impacts to 72 linear
feet of intermittent/unmitigatable stream channel. 249 linear feet of perennial/miti atable
Page 3 of 9
stream channel, 0.0840 acre of isolated wetland, and 0.3332 acre of jurisdictional wetland
will result from proposed road crossings necessary to gain access to the property. Proposed
temporary impacts to 22 linear feet of perennial/mitit;atable channel and 0.007 acres of
jurisdictional wetlands will result from the construction of utility lines No proposed impacts
are the result from general lot fill.
2. Individually list wetland impacts. Types of 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.
Wetland Impact Type of Wetland Located within Distance to Area of,
Site Number Type of Impact (e.g., forested, marsh, 100-),ear Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Crossing 1
(NWP 39) Fill Forested No 0 0.0822
Crossing 2
(NWP 39) Fill Headwater Wetland (Herb) No 800' 0.0512
Crossing 3
(NWP 39) Fill Herbaceous (riparian) No 0 0.0372
Crossing 5
(NWP 39) Fill Herbaceous (riparian) No 0 0.0734
Crossing 6
(NWP 39) Fill Forested No 0 0.0892
Impact 9
(NWP 12) Temporary, excavation Forested Yes 0 0.0073
Total Wetland Impact (acres) 0.3405*
*Total includes Temporary Impacts
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 10 acres
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 by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Crossing 1 UT to Middle Culvert/riprap Intermittent
3 72 0.0050
(NWP 39) Creek
Crossing 3 UT to Middle

(NWP 39)
Creek Culvert/riprap Perennial
3 85 0.0059
Crossing 5 UT to Middle Culvert/riprap Perennial 2> 69 0.0032
(NWP 39) Creek
F Crossing 6 UT to Middle Culvert/riprap Perennial
2' 95
1 0.0044
(NWP 39) Creek
Page 4 of 9
Impact 7 UT to Middle Temporary/

(MVP 12)
Creek
excavation Perennial
J 4' 22 0.0020
Total Stream Impact (by length and acreage) 343* 0.0205*
*Total includes Temporary Impacts
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, dredging, floodinu, drainage, bulkheads, etc.
Open Water Impact Name of
ody Type of Waterbody Area of
Site Number icable Type of Impact (lake, Pand estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect-
Stream Impact acres : 0.0205*
Wetland Impact (acres): 0.3405*
Open Water Impact acres): 0
Total Impact to Waters of the U.S. (acres) 0.3610*
Total Stream Impact linear feet): 343*
* Totals include temporary impacts.
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.
Crossin.Q 4 will impact 0.0840 acre of isolated wetlands, which currently does not reauire
notification to the NC-DWO because it is less than 1/10 acre.
8. 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 stonnwater requirement, etc.): N/A
Current land use in the vicinity of the pond: 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
infonnation related to site constraints such as topography, building ordinances, accessibility, and
Page 5 of 9
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. No general lot fill is proposed
for the property. The property is completely bisected by one stream. In order to gain access to
the eastern portion of the property the stream has to be crossed Originally the site plan proposed
4 crossings of this tributary but has been minimized to 3 crossings. Crossing 6 is required in
order to gain access to the northwestern property corner, which otherwise is inaccessable
Crossings 3 and 5 are required in order to have alternate access routes to the eastern half of the
property for emergency vehicles. Crossings l 2 and 4 could not be avoided due to the location
of existing road stubs that require connection. The engineers reduced impacts as much as
possible by routing the proposed crossings to locations that had narrower portions of wetland or
had less sinuous stream segments. For example Crossing 6 was originally proposed to cross the
jurisdictional feature at a location much further north but would have resulted in a much greater
area of impact. Crossing 4 could not be moved further north without increasing the impact area
The location of Crossing 3 was also positioned so as to avoid larger wetland areas to the north
The majority of the utility easements were positioned outside of wetlands and streams or were
placed within the proposed road fills. There are however some impacts to jurisdictional features
due to utility line construction (impacts 7 and 9). The impacts to jurisdictional features due to
impacts 7 and 9 are however temporary and will be construction according to GC 3374 All road
crossings of streams individual) impact less than 100 linear feet.
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.
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/strmgide.html.
Page 6 of 9
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.
Payment to the NC-EEP is proposed to satisfy stream and wetland miti ation
requirements. Please see the attached EEP acceptance letter.
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:/lh2o.enr.state.nc.us/wrp/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): 249 LF
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0.3332
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
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
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 ? 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,
Page 7 of 9
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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", 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.
Buffer Imaacts
Im act Required
Zone* f-..,p c -.% Multiplier *t,
1 18,157 3 (2 for Catawba) 0
2 13,548 1.5 0
Total 31,705 0
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 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. No buffer mitigation is required because
each individual road crossine and utility line impact is considered an"allowable" activity.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed project will not exceed 30%
imnervious once completed. Pronosed imnervious cover will total less than 15%. Local
ordinances will not allow the site to exceed 15% impervious. The site will be evaluated
throughout construction to ensure that it is no Greater than 15%. Please see the table on the
attached lame scale overall impact map.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The proposed project will tie into existing sanitary sewer lines adjacent to the property.
Page 8 of 9
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
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
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water OualiLy
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3. 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. Of the three criteria of private projects that can cleaft
result in cumulative impact The Homestead only meets one. The project is not relatively large for
a residential development in northeast Chatham County, the project will involve no commercial
development, however the project will occur in an otherwise relatively undeveloped landscape
Some of the current regulations protecting water quality associated with this project include the
401, 404, and WS-IV. B. NSW water supply rules. We anticipate that you will advise us if a
qualitative or quantitative impact analysis is required.
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).
N/A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
12/07/04 TUE 12:21 PAZ 919 785 4401
0 002
Soil. Enviroi?m.ental. Cons-Ultants3 PA
11010 R3V40 RJdrP rc" • PAkW% Nock CurjU s X7614 - Mon= O F19) $4&59M '- Par. (9j9) &46.9467
AGENT AUIHORIZATION FORM
All 131nn7cs To Be Filled 7n Bp The Q=M j Lan.?4?Yngt
N =,e. llz 7;4h yJ11?
project Name/Desctlptla= /5?Lj1.5 /b ?°}ra'Z
The Depszt4=t of the Army
U-S. 4=y Corps of Engine=, WM=ington District
RO. Box 1890
Wnm f m&rt, NC 28402
Attn:
Fxetd t7ffice:
Re: W ctL=ds E.e]at ed C=Lst ttg anci.Perzutting
To Whom It May Cancem: '
I, the _-=ent proem owner, h&'eby deslg hate and authore Sca & Fst W Consuhmits, PA• to
act '=y behalf ns my agent In dw processftig of p'etmit appIlcmdms, to E=rdr-b upon request
sur IZM=tal ktfdrmation in uuppcq t of applivaUmis, eta front This day forward.. The • 27a day of
?-41e?
Tnis riotif anon Supezede s sny previous c??dderce coMemutg the agent for thus projmt.
NO=E: This antharizativV, £ooe u4nl ty and g?dfeSmoaal ematemy reasons, is valid only fir
goxzn went ofHclab to entef the pmpetty when areompanied by S&EC staff: -You should can S&EC
to aaan site Meefinah. ?orto visiLing Ihe aibe: "
Y ? s ,1 'z-66 l?l?C?t ?C4
0,
Print property 0"Mc{s Naas Ownefs Sipc,Atsua
i
cc: Mr. jobnDoMJC3r CC; Mr.. Seait Clark
1*.=ENR - bWQ Soil & Fnvfrozuz atal Commltdnts, PA
2321 Crabtree'8culevard
Rulcigh, NC 27604
'
236 WbUp Cwt Smta C v:ehhb uv. NC 27455
7x55
Cancog Mr-28025 Cecas; C33 ?"
Phoa= t1M) 720-9405 P=-- ©36) 540-5234
F,x. Cam) 720.9406 I (336) 5448235
20013 'IaK3AVH I SXMMIA 9009 L9t OTC 3IV3 TC:CT to/p0/ZT
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Lake Wheeler Quad
Project/: Scale:
1415XII I .:M),
F
Project Date: igure 1 - USGS Quad Soil & Environmental Consultants, PA
Mgr-, SC 11112104 Map 11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Brighton Forest Web Page: www.SandEC.com

Withers and Ravenel
Wake County, NC
SHEETS 84 and 98
Project 9: Scale:
1415.W1 1":1320'
Project Date: Figure 2 - Soil Survey
Mgr.: SC 11112104 Map
Brighton Forest
Withers and Ravenel
Wake Countv. NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd." Raleigh, NC 27614
[phone] " [phone]
Web Page: www.SandEC.com
P
0
SHEET 2
0
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NOTES
10A
200 a 200 400 1. WETLANDS DELINEATED BY S&EC AND NOTES:

'
' SURVEYED BY WITHERS k RAVENEI., INC.
2. BOUNDARY INFORMATION BASED UPON A SURVEY
CH=Channel, JW=Jurisdictional Wetland, IW=lsolaled
Z2=Zone 2
Z1=Zone 1
NRB=Neuse Buffer
WaUands
= 200
SCALE. 1 BY WITHERS do RAVENEL, INC. AND OTHERS ,
,
,
R
M D
t B Sheet
e.
m a
e Designer
w soda
' 2?
WITHERS & RAVE
Drawn By Date
BRIGHTON FOREST
SUBDIVISION
OVERALL
WETLANDS IMPACT PLAN
S
f
NEC 09/17/2005 R
tNRINIIIf I RLAMMtRf I fURY1Y0R 1 of 10
Checked By Job No. 11161xK-n Drive C.,y, Nonh Groh.. 27511
'CC 202179.0 WAKE COUNTY NORTH CAROLINA Ie1:.9194693340 www.withe,l,.,enel.com (-919467-6009
ROPOSED WETLAND IMNACIS
ROAD CROSSING
SEE SHEET 2
IMPACT AREA LENGTH
LOCATION (Sa
TYPE
2A NRB Z2 845 --
2B CH -- 72
2C NRB Z1 3,131 --
2D NRB Z2 1,102 --
2F 6
2
2F 39
JW --
ROAD CROSSING
SEE SHEET 3
IMPACT AREA LENGTH
LOCATION TYPE (SF)
3A JW 2,230 --
ROAD CROSSING
SEE SHEET 4
LENGTH
LOCATION TYPE (S?
4A NRB Z2 1,082 --
4B JW 1,622 --
4C CH -- 85
4D NRB Z1 4,128 --
4E NRB Z2 1,297 --
ROAD CROSSING
SEE SHEET 5
IMPACT AREA LENGTH
LOCATION TYPE
5A IW 3,657 --
ROAD CROSSING
SEE SHEET 6

P
A
C
AREA LLNulH
ION T
LOOC
A
T YPE LF
6A NRB Z2 2,353 --
6B JW 3,196 --
6C NRB Z2 1,361 --
6D NRB Z1 4,696 --
6E CH -- 69
ROAD CROSSING
SEE SHEET 7
CT AREA --LENGTH
LOTION TYPE
7A NRB Z2 1,054 --
7B JW 3,884 --
7C NRB Z2 1150
7D
NRBB Z1 4,243
7E CH -- 95
WATER LINE
SEE SHEET 8
IMPACT AREA LENGTH
LOCATION TYPE SF (LF)
BA NRB Z2 390 --
BB NRB Z1 648 --
8c --
B 22
8D Zi 705
NR
BE NRB Z2 940 --
UTILITY LINE
SEE SHEET 9
LOCATION TYPE (SF) (M
9A NRB Z2 1,507 --
WWTP OUTFALL
SEE SHEET 10
IMPACT
LOCATION TYPE (SF)
(??)
10A NRB Z2 467 --
IOA NRB Z1 606 --
JW 320 --

CROSSING 1

I SCALE 1'= 40' DATE 08/17/05
Note See Orara/l Wetlands Impact Atop For Area Location ,,,• JA' 2 of 10
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS 1 PLANNERS 1 SURVEYORS WETLANDS IMPACT MAP
III waffm w" C4% ia% cw*w mu I* 91 wa-ma a` 9111-w-aws . .wvwwv ? m WAKE COUNTY NORTH CAROLINA

28
743 SF
R015
30
' 4,860 SF
1 1.
1
1
11
1
1
1

SCALE l'-- 40' DATE 08117105
Note: See OmW WcUonds impoct Atop For Area Location ,,,. ,,,. 3 of 10
WITHERS & RAVEN EL BRIGHTON FOREST SUBDIVISION
ENGINEERS I PLANNERS 1 SURVEYORS WETLANDS IMPACT MAP
III nocr,m W+ c". ws cam* mil ba vs too-auw I= "`- -ame wo.r..a,., l." WAKE COUNTY NORTH CAROLINA

t7
CROSSING 2
1 1
,f
i
38
CROSSING 3

I SCALE 1'= 40' DATE 08/17/05
Note: See 0"d Wetlands Impact Moo for Area Location IAI AA' 4 Of 10
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS 1 PLANNERS I SURVEYORS WETLANDS IMPACT MAP
III uKx o W+ c.7. fta o.ord m„ %* nq- &-40 im n$-u7-em .rn,..,.rca. WAKE COUNTY NORTH CAROLINA

MIN FFE=335'
MIN FFE=330'

THIS AREA IS tEEV/ED 7SCUIEO Mt I ANZ- AS A /Mr,, IT IS NOT TALLIED WTH THE OTHER IMPACTS
CROSSING 4

i
i

I SCALE 1'= 40' DATE 08117106
Note See Omul Wetlands Impact MoD For Area Location JA. 5 of 10
WITHERS & RAVEN EL BRIGHTON FOREST SUBDIVISION
ENGINEERS i PLANNERS 1 SURVEYORS WETLANDS IMPACT MAP
III ""? W" C". "s ? MIS m n"0-3a I= sit-e= . mftw.,,.?,o.,,, WAKE COUNTY NORTH CAROLINA

I
/
68
3,196 SF
A
Nw n?`1
6A". ..
!,353 IF / 04 /
NRB 2
?0'NR ? l
? J0.NRe /l l
J /
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69 LF
CH
CROSSING 5

ROO,

305
6C
1.361 SF
6D ?
4,696 SF
NRB T1
403`
i
SCALE 1 40' DATE 08117105
Note: See Ow d Wetlands Impact flap for Area Location 6 of 10
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS 1 PLANNERS 1 SURVEYORS WETLANDS IMPACT MAP
111 lfim* r W4 Cw,% ft% Caeir 27X1 li 916-40-75/0 fm X19-?{7-A00! ? www.wiiconi
WAKE COUNTY NORTH CAROLINA
i
i

CROSSING 6

SCALE 1'= 40' DATE 08/17/05
Note: See Onxdt Wetlands Impact Map For Area Location ,,,• ,,,. ,,,. 7 of 10
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS I PLANNERS I SURVEYORS WETLANDS IMPACT MAP
III ftK~ W" C".11"% cam. mn it a= III-W-M WAKE COUNTY NORTH CAROLINA
390 SF
NRB Z2
l
8B
\ 648 SF
NRB Z1
/
HRe /
l / Jo,NRe /
EDEN
i
i
v
11
1
I
LO?f 10
EDEN.,,TRAIL S BDIV.
......
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•
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Dili,
P?
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1TRAIL SUBDIV.
22 LF
CH
WATER LINE
IMPACT 7
8D 8E
705 SF 940 SF
AIDD 71
I SCALE 1'= 40' DATE 08117105
Note See OmWI Wellonds Impoct Alm for Area Location in- 8 of 10
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS I PLANNERS I SURVEYORS WETLANDS IMPACT MAP
III rWK~ oar. o,)% ? cwa. M„ re 310-4aa?a 0= "?? WAKE COUNTY NORTH CAROLINA
UTILITY LINE
IMPACT 8
SCALE 1'= 40' DATE 08117105
Note: See Om-c# Wetlands Impact Atop for Area Location 1A. lA, 19 of 1
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS 1 PLANNERS 1 SURVEYORS WETLANDS IMPACT MAP
? Ni" C'".1., c.6" mil It ll"wafa I= fns -Alaww". e. WAKE COUNTY NORTH CAROLINA
WITHERS & RAVENEL BRIGHTON FOREST SUBDIVISION
ENGINEERS 1 PLANNERS I SURVEYORS WETLANDS IMPACT MAP
III VXK? orw c-% iaa car. MIS re ll"a w I= nt4v-m ...Awwwa Num WAKE COUNTY NORTH CAROLINA
BRIGHTON FOREST
WASTEWATER TREATMENT PLANT
TO SERVE
VICINITY MAP
WAKE COUNTY
}'n
RTr
YOTGAIL ,. >? Ea?nY
var "w'"0"'x r.we
APEX
.ow
PROJECT
LOCATION
WAKE COUNTY
N.T.S.
FMRK, LLC
WAKE COUNTY, NORTH CAROLINA
NPDES NO. N00066150
PROJECT LOCATION MAP
Cvl,u,S, fu+u I _.
mACTBROUYGWY
LEGEND

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MATER YAvE -WS- Gl5 LK
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CURB MET
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PREPARED BY:
WITHERS & RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
111 MacKenan Drive Cary, Noah Carolina 27511 tel. [phone] fax: [phone] www.withemavenel.com
INDEX OF SHEETS

WASTEWATER TREATMENT PLANT GRADING PLAN SHEET i
WASTEWATER TREATMENT PLANT SITE AND PIPING PLAN SHEET 2
8' EFFLUENT SEWER PUN AND PROFILE SHEET 3
HYDRAULIC PROFILE SHEET 4
MISCELLANEOUS DETAILS SHEET 5
MISCELLANEOUSDETAILS SHEET6
INFLUENT PUMP STATION PLAN AND SECTION SHEET7
WASTEWATER TREATMENT PLANT PLAN SHEET8
WASTEWATER TREATMENT PLANT SECTIONS SHEET 9
FILTER PLAN AND SECTIONS SHEET 10
CHEMICAL BUILDING DETAILS SHEET 1I
EROSION CONTROL DETAILS SHEET 12
ELECTRICAL DETAILS SHEET 13
ELECTRICAL DETAILS SHEET 14
WASTEWATER TREATMENT PLANT ELECTRICAL SITE PLAN SHEET 15
`i CAR
p`'tit
e? y
a a SEA f
= 15 f(
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?tL c MA
OWNER
FMRK, LLC
1000 ST. ALBANS DRIVE, SUITE 400
RALEIGH, NORTH CAROLINA 27609
TELEPHONE [phone]
FAX [phone]
ATTN: MR. NEIL MATTHEWS
? err
? JAE
WATER
W
THE NT PLANT
/LOCATION
/

/ \269- / / .
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w.R T BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS &(' RAVENEL
cre.en wnw ENGINEERS I PLANNERS I SURVEYORS
WASTEWATER TREATMENT PLANT GRADING PLAN
INw 7°508000 MM Pn (n.?CNU:?sil M. fiN611Jtl hafitN)?mA w??hrv+mV.w+
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INDICATED CN PLANS
SUDGRADE COMPACTION
TYPICAL GRAVEL DRIVE SECTION 2' SOR 21. ,PVC I POLABLE WATE
36' MIN. LO?R 1 \ / \ \ / \ I r
- /
ACCESS ROAD DETAIL - y \ J / 3' SNB/OUF WITH END CAP
#aT TO SCALE
/ I f I N 688017.93943
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/ I I I I 7 / I \
20' WIDE DOUBLE SWING GATE I I I 1400.00
SEE DETAIL I, SNT 5 i I MANHOLE NO. I `\?A \
)6S\ ` \ I I SEE DETAIL 5, SHEET 6 ht?\ \
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RIM EL 270.00 \
CFwNUNK FENCE , I LE. IN 258.10 N 687988.98480
N 688020.21523 SEE DETAIL 1, SHEET 5 \ I E. OUT 258.00 I e
E 2079717.59266 E 2079929.36474 \
3Z REDUCED PRESSURE T \
BA:KFLUW PREVENTER / N 681982.00968 /
SEE DETA1L\3, SHEET 5 F B' DIP INFLUENT SEWER E 2079908.11979 /
/ CHEMICAL BUILDING PER NEATER
UTILITIES SEE SHEET 11 h` CY 1452630 \
n \ _4 MANHOLE NO. 2 ! i,l \ \ \
\ \ / 2' SCH 80 PVC POLYMER SEE DETAIL 5, SHEET 6
RIM EL 21090
- - - - - '- FEED-INE,-J6L)NR
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/ LE. OUT Y5766 CURRENT FEW IOM YR- - - - _ - _ IN 2 / 4' SCH 40 PVC { III FLOOD LINE
/ FEED LBIE, 36' 471'CUvfR' 2' SCH 80. RC/ION-POTABLE III
CRAYEL ACCE`.S ROAD \ WAFER LINE. 36 MIN. COMER 11 ` ?C 1
- --7 nETAn. ?6 SHEET
DUALL 2. TSR 6 \-
/-------(TYP OF 3)
SEE OCTAL 4 vm 6 24% ?cu 1 o \
2' S04,80 PV,
PIPNG-1 ?i lit---?b 680 PVC ALL; W` -----\
2.SCN co PVC _ w \
/ I _''_J1 ----------- -- _ ._------- a--------- 7\, NON-F!OTA[AE wa'ER------ -------- l _?
EQUIPMENT PAD FOR NPW N 69794900290 SUPPLY TO PORTABLE N-POTABLE WATE0. E 2079857.76552 1 SAMPLER PWPS q, _ II 20'
/ N 687916.58779 I I Z-- , ? - S ?ttt I,I \ -
i26 ' r- E 20197J7A5909 ? 1y IIfl _ __ t ? - i It tt II _
.,I tt` n
I _ _ ttt I
n _
112, li
1+09,00
?- EFFLUENT MANHOLE N0.1 L \ / 12'' \ \ / \
SEE DETAIL S. SHEET 6 '_/a. _
/ \
20' WIDE DOUBLE SWING GTE 111
SEE DETAIL I, SHEET 5 /G - WASTEWATER TREATMENT 11 ?, LE. 267.58 A f \
PLANT FILTERS, 11 l b
?6'OIP FORCE MAN
1 SEE SHEET 10 36' MIN. COVER
J7 -
INFLUENT PUMP
STATION, SEE
EFFLUENT SWEETER, SEE ST ! 1 / 1
/ qr OCTAL s. sHCer s ? t ? I A 3 a' 4• scH w we - I
7h f I r 6 TREATMENT PUNT 1
3' WALK THROUGH ACCESS GTE
SEE DETAIL 1, SHEET 5 / Il
lil : `?.. N 687C97.559j8 \ \
_ II 2- SCH 80 PVC POLL w,AWASTEWATER 7RFA7MENT E T. - 2OT98,?3. x7904
D al
LINE: 36' N'K OONFR SEE SHEET 8 \ t
N 687899.54121
E 2079699.79667 ill _ 1 \
I
8' DIP EFFLUENT SEWER
SEE SHEET 3
FOR CONTINUATION
I?
I,1
it
l?l
\ 214' \ i
-GRAPHIC SCALE
IN FEEL )
1 inch • 10 (1.
N 687868.31078 \
E 2079911.56871 \\
\ \ oAtH CAW?V
? , ' ? • ? cF? ti?
f ap
FINAL DRAWING \ • , STEAL _
NOT RELEASED FOR CONSTRUCTION { cc ?ci k` GF i
DEL c wt
10° - s •k9 - BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS"
p>~H - RAVENEL 2
cn,ad e, yl.,. ENGINEERS I PLANNERS 1 SURVEYORS
`? 4.71.06 WASTEWATER TREATMENT PLANT SITE AND PIPING PLAN
sK- 2050A0.00 ? I ? Yww pre (?,waR.Cadn. tJSll M.11WSJJSU b-lsl-.....a.na.. _ 1?
/
' \ \ 1 I L
\
(
/
r
I
\ +00
00
\
'
" I ~ `262_ _/
/
.
\
6
39
W
45' BEND 9. DO' I

D`2?
i /
r \ /
_ ANTI-SEEP RING
SEE DETAIL 4./SHEET 5
/

\
7 (Typ OF 11
/
ti /I 1 7 y
'
6
DIP\,EFfLUENT SE?l
<
I+09.00
EFFLUENT MANHOLE N0. I

1 SEE DETAIL S. SHEET 6 I / I i

I [ y
I (J\\ h 831'5•
E
I B9pB o

1\y\
MAN NO
I ?\ I - \ \ v?\ I \ 1 / / I /7 i0E SILT FENCE
J
V
I 7
\ \y I
}/ r
/I
/
UNI\DF WETLANDS
u\
l17
/
\ \ SEDI?/NT TRAP
#M OF 2)

/ I
W
W
W W
1+17.90 I
I I /
I
I
I
GRAPHIC SCALE I
,. ? I I o
O ®?IIIRIR? --?-?
I IN FELT)
I i_h • 20 It
-- \
I
1 \
I
\ SEE DETA1L 6, SHEET 5
\ N 687646.95367
\ E 2079615.87649 \
FINAL DRAWING
I
A0T RELEASED F?R CONSTRUCTION
?OPlW fc O(
R? 4
a SEAL I
11325
DEL c w
.. --

272
J . _.
272

_z ...._.. .__
-.
_
..... ................
.......... _..
_-....
.-.. ..
._.. ., .........
__. _..
270
270
PROPOSE GRADE -......I YR FLOOOUNE 269.00 _. :.. : - ...-. .. __
268

... 268
^ 8' FLG'O DIP
n
.. . tFFWENT.SEWE
266 _8 ms
266

-

1

_
............
.
264
--
-7 777 _eus NG GRADE.. _ 264

_
?

262 ....... 8'_OIP. EFFLUENT-SERER.
_ ...
?
_
.
? __..
-OACX / - - 262

260
°z....
_....__ m

o n

26D
...
y

.

..
+m V

_
n z z u
\
258 x
e Q W W _ i \
... .
._
258
_. .,o aim .._ ,..... . __. _. o F _-. o
n a _..... o
-

? m o

n N __.__ ;a -._. o N _...m _o

u. w a
_.. a _
- a
? .
,.... _ ......
.. .. ....... __- _..
_. ............. 4 Z.. G p -
_ h
256 + i _
......... .
256

254 _
254

252
252
1+00 2+00 3+ 00 4+00
No R Dale R ?.' kk ;
:ro BRIGHTON FOREST "

a-" EFFLUENT SEWER
8
WITHERS ? RAVENEL

WASTEWATER TREATMENT PLANT PLA
OFILE 3
ENGINEERS 1 PLAN
N AND PR NERS I SURVEYORS
wa
rbnn [
c
d
mii M
i
m
.„
.v.
.
e
walla a.eiuuuoe ......eM,?.,o.i.?
INV. Q 277.75
10
1
I
W/L MIDDLE CREEK
CUSS C-NSW
258.21
HYDRAUUC PROFILE
NOT TO SCALE
a
1 2 ?r?h' i
FINAL DRAWING SEAL
? uus
(NOT RELEASED FOR CONSTRUCTION sc? ?cI c? fig'
SEE c w?
No. R?ision D„e By I BRIGHTON FOREST
WITHERS &- RAVENEL
WASTEWATER TREATMENT PLANT HYDRAULIC PROFILE ENGINEERS 1 PLANNERS I SURVEYORS
M,,,,.,II?
- - - - - - - - - - - - - - - - - - - - - - - - -
f
DOUBLE SWING.
GATE (TYPICAL)
1-5/8'1 TOP RAIL
J
CHAIN
LINK FABRIC
I J 3 STRANDS 4 POINT
IBSRB WIRE (TYPICAL)
??
/

_,STRETTCHER WIRE TIES AT
'
'
O.C. TYP.
2
- .
. CORNER;
POST
LOCKING
BAR I TURNBUCKLE HOC RINGS AT
'
?
' !
S -0
O.C TYP
2 2•

? 'CROSS BRACING
-
4 lj
*I ' ...
AND
I
N
? "' •

NI --,I-10'

I-LJ ,COR
/8'I
?
?RS
MIN. TYP) ?. N0 1 GAGE
WR.EOM TENSION .?

-" j

ELI
2-0 " ; J }I
'L I
J
4
0 E
'YP)
ROSTT

I / 2'0 LINE

4'e CORNER I

'

_j
6•
POST (TYP.) `- POST (TYP.) f
AS SHOWN ON PLANS . -10'-0" 10'-0'
ROUND OFF
CONCRETE
FILL PIPE WITH
CONCRETE
6' SCH. 40 STEEL
PIPE, PRIME A FINISH
WITH YELLOW ENAMEL I

CONCRETE CLASS 3
V-2'N
6' CHAIN LINK FENCE AND
DOUBLE SWING GATE DETAIL 1
NOT TO SCALE VAR.
STAINLESS STEEL
UNISTRUT
MILLTRONICS LEVEL
TRANSMITTER/FLOW RECORDER MOUNTING
ANGLE
1
8' OU ET
m
I

MILLTRONICS LEVEL
TRANSMITIER/FLOW RECORDER
MOUNTED 48' AFF
STAINLESS STEEL UNISTRUT
V-NOTCH
WEIR
8' INLET
•1
ULTRA-SONIC TRANSDUCER
STAINLESS STEEL UNISTRUT
BAFFLE
,LIFTING EYE
8' INLET
Cp 272.00
8. OUTLET
E 271.67
TOS 271.00
4
5'-2-
ELEVATION NEw

2'-11 3/4-
90,
YD
•I

• SET AND ANCHOR ON 6' CONCRETE
EQUIPMENT PAD BY INSTALLING CONTRACTOR
INLET ENn
V-NOTCH WEIR CHAMBER DETAIL 5
NOT TO SCALE VAR.
-R MARES BRIGHTON FOREST
PAP `-71-05 WASTEWATER TREATMENT PLANT
MCT 705080.00
1
1 1
PLAN HEW
2._9.
I I
I I
I I
I I
I I I
I
I
I
I I
I
I
I
I I I
I I
I I
I I
I I

1
I 1
I I I+
I I
I I I
I I
I I
I I I
I I
I I
I I
N.
P•
J4-BARS
12
DOWEL DETAIL EXISTING GRADE
3
PLACE GROOVE OR DOWEL
BELL END OF PIPE
TO FACE OF WALL, 8' OUTFALL SEWER
1
FOOTING (IF CONST. 1
JOINT IS USED) ->=:1 --
1
1
1-3
DOWEL
OPTIONAL CONSTRUCTION JONTJ
8' OUTFALL SEWER
ELEVATION NEW END ELEVATION NEW
NOTES'
1. ALL CORNERS SHALL BE DUYFGRCD I' OR HA A RAD KI a 1'.
CONCRETE HEADWALL DETAIL 6
7. FORMS ARE TO BE USED FOR THE COAST CTON OF THE BOTTOM SUB.

] ,NDN THE
TO USE THE CONSTRUCTION JONT AT THE BOTTOM
COMMACTOR ELECTS SG'Vf'S//'•I'-0' 3
YVW GA,PpYi

O H
OF THE Pm
1
$b
I F ALL BE
T
T ND OOYELS 91,11 BE PULED C BASF AS AS 9NOw W PUNS GINtlHG OF BARS
APPRQYAlELT 1Y CENTERS N MS l/BFSS OIHEAWSE DIRECTED BY ENGINEER. SHALL BE I PU
'Y?
= 4 SEAL Y
4. NEH THE CONTRACTOR ELECTS TO USE THE CONSTRUCTON J T AT MC BOTTOM FINAL DRAWING ; 11725 t
ON THE PIPE AND Paw ME BASE SEPMATELY THE POUR SHALL BE NETT ROUGH. (NOT RELEASED FOR CONSTRUCTION i?
dr
I '
S CLASS 'B' CONCRETE SHALL BE USED. ?
C
Ai,'NEL G +\

MISCELLANEOUS DETAILS WITHERS & RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS "
5
Ymn D..e Err. NUNE.d+ul„II M.N4K4lTN ?,D„4,A?4 ....?
l J
i
a c
_ v
4'-9'N7'-2' (INSIDE
OIMENSION$)
MINIMUM VAULT SIZE
SUPPORT TO BE
CONCRETE OR MASONARY
BLOCK FOR 3' OR
_ URCER ASSEMBLY
TOP OF POSITIVE DRAINAGE
GROUND O '-J TNCE THE SIZE
OF R.P. ASSEMBLY

r i:, • '. '
WATER
MAIN , 2.
I4-RODOINC
I'.11.-
ffI
, It II.)I1"
If..
0 Ii.
,II 1 n
II II ,
11 h'.
II. it
I?
PROD BACK
TO VALVE
1. ALL -It w- VA LrS YMST HAW ADEQUATE DBANAGE LT,ICE THE DAMETER M THE R.P. ASSENELY GR EOAVALENT).
2 -ED RESSURC BAIXNDR PRESENTERS WAY BE LOCATED N A BUILDING PROw0EO THERE ARE NO OIHEA UNPROTECTED TAPS BEi CF THE YAw AM THE
BADNG
3 A80VE CNC-0 N9AATED VAUL NU5T BE ASSE. IDS APPROND ABOVE GRDNO E CLO S,
A NRIGAna TIP. ASR S THAT ARE BEYOND TO PREVENT MaZNG N TE WINTER MMl MUST BE CAPPED OFT.
S. ALL STANOPPES FOR WIGATON R.P. ASSEMBLIES IRE TO BE COPPER OR BRASS
6. FOR VAULT DIMENSIONS SEE DETAIL N-30
7. STEEL RODS No BOLTS SHALL BE 3/4' NOT DIPPED GAL-MILD.
REDUCED PRESSURE BACKFLOW PRESENTER DETAIL 3
NOT TO SCALE 7
VARIES =
12'
T I I_
- ? CONCRETE
-- COLLAR =1 II CONCRETE COLLAR

_ , 4-/9 REBAR
#3 TIE
1 #3 TI
E

- 1
1
1
1- 0 4-19 REBAR
1
1
THE CONCRETE COLLAR IS POURED
- 77 AGAINST UNDISTURBED SOIL IN
-. -'-I - I?-III I TRFNCH. APPLY MASKING AROUND
OUTSIDE OF PIPE.
END NEW UNDISTURBED SOIL SIDE HEw
ANTI-SEEP COLLAR DETAIL 4
NOT TO SCALE 3
GUARD POST DETAIL 2
NOT TO SCALE VAR
? wNKD IP[At -
coxr[rz [.uscuNr
2,_O,
r ? Iwm Ns,.I
1 / w arnw
I I
wNKO Arews PLAN
_ 4' CONCRETE
M NW gNeio?A
rns4n wD[
-LvE pax
r
i.NNFD 4AQOAL rwvca ervu
s Irt'-s vs'
[art m caN[N,<IDN
K [? ?? Nar .? r ` ?,
smmN?mla [onucr NrAr aN LOCK I J Lm . _. _..
G M? YALK ? NNm[ Nw
JeTDavlc
1NU5TtxINtD Sa:.:...
NOTES
[. urt WaKS >wt mnr wlx i.n c-sm No s[ Na smr. SECTION
rNNNSa srAr mmt wwa mrm s/ raaal sM+. Irrt xw
M W MMI[W M 9YLL BF ILO WIC 1[4W
2.
s' snnr rxelm olDUla If.6.
1 MMPS Ii WlK W WI1/x SNPAD L YRA
GATE VALVE AND EXTENSION DETAIL n
NOT TO SCALE VA0.
/ SQUARE FOOTING MAY BE
;. - USED IF DESIRED
SLOPE 1' PER FOOT
BENCHI
HI
PAINT BLUE
VACUUM BREAKER
3/4' CALLA. PIPE ENCASED
PROTECT PIPE IN CONCRETE IN 1 I/2' CALV. PIPE
WfrH ROOFING FELT
FINISHED 18'x16'.6
GRADE CONCRETE PAD
' ,II rI
-ICyI; H,?E
i €Tm? f j' ?IF;,T n FOR owI AGESroNE
GRAN PIPE
LOUTS GRAIN BELOW
CONCRETE 3/4'
FROST PROOF YARD HYDRANT DETAIL
NOI TO SCALE 1112
MODIFY OPEN CUTTER TO
SUIT PPE LOCATIONS
PLAN NEW
FRAME AND CRATING o
I
FINISHED GRACE 1' CRWT
3 .
I
4'-0' OIA FOR DEPTHS 12 s1A
8' CONCRETE
5'-0' A21D GREATER TO INVERT
3'-0' DA_ FOR DEPTHS
'
' MANHOLE STEPS
10 INVERT
UNDER 5
-0 AT 16' MM. O.C.
WALLS TO BE 12' THICK FOR
CONCRETE PORTION BELOW 12'-0' DEPTH
CROWN Cf_ INLET
k OUTLET PIPES TOP OF BENCH AT CROWN
TO BE SAME ELEV. OF PIPES
?• [++ ROUNDED ENTRANCE L

_ _
FLOW _ _
41

ROW 7
?

I

1' CEMENT MORTAR l- - w?
FINISH IN OPEN CUTTER
#4 O 12' O.C. E.W. CONCRETE I.E. OF MANHOLE 6
J' MIN. CLR. FOOTING 1.E. OF OUTLET
ELEVATION NEW
MANHOLE DETAIL 5
NOT TO SCALE YAA.
THICK CONCRETE SLAB
PLO TO CATCH BASIN
42' HANDRAIL. DOUBLE
RAIL 1 1/2'0 PIPE W/
4' KICKPLATE
-- -- ?4- PVC GRAIN TO

METAL
GRATING INFLUENT PUMP STATION PLATFORM

SLOPE PAD TO
CATCH BASIN o
I
i
(h ±J3 - '
. C,
+408
O.C. TYP.
PVC DRAIN TO
INFLUENT PUMP STATION
J4012'
O.C. TYP.
MANHOLE DETAIL 6
NOT TO SCALE 2
CIEVIS PLATE GRINELL
FIGURE 49, OR APPRO[
EQUAL
ETCH ELEVATION AND ATTACH
i0 EXISTING WALKWAY
EXISTING
WALKWAY
WELD PLATE TO TANK WALL,
PLANT WALL
WALKWAY DETAIL 7
NOT N SCALE 9
PIN W/ COTTERS
-LL FIGURE 291 OR
ED EQUAL
00 WITH EYE END
RINNELL FIGURE 140, OR
PPROVED EQUAL
ADJUSTABLE CLfAS
GRINNELL FICURE 260,
OR APPROVED EQUAL
PE SIZE PER PUNS
PIPE HANGER DETAIL 3
Not TO SCALE vAA
m I I T.O.W. ELEV.: 279.50
?4'X4'X3/8'L S.S. OR ALUM.
SENSUS. SR, POSITIVE
DISPLACEMENT METER PROVIDED
BY UTILITY
r- DUAL BACKFLOW PREVENTION
BROOK PLASTIC M
BOX WITH BLANK
METAL LID OR UTIUtt
APPROVED EQUNALENT
p la.7
r I _ 36' MIN uL
- = BACKFRL, TAMPED IN ii
3•-0' MIN. TYP. 6' LIFTS
THHN COA1 L
L iING WIRE I
`UNOI,IURBED SOLE
CTS. 200 pM 1' FOR FORD MODEL YHH-72-7W METER
DOUBLE SERVICE 3/4' YOKE OR UTIUTY APPROVED
FOR SINGLE SERVICE EQUIVALENT
WATER f J WHERE SERVICE UNE RUNS UNDER
LAIN PAVEMENT INSTALL APPROPAD: S2E
MUELLER SINGLE STRAP SCHEDULE 40 PVC PIPE SLEEVE THAT
SADDLE WITH COMPRESSION EXTENDS 3• BEYOND THE EDGE OF THE
CORPORATION STOPS CURB OR 5' BEYOND THE TOE OF THE
NOtps SLOPE
1. LOCATING WIRE SHALL. TERMINATE AT WIN AND METER BOX.
2. ALL FITTINGS SHALL BE BRASS MUELLER COMPRESSION TYPE. A
P1ASnC INSERT SHALL BE INSTALLED AT ALL TERMINATIONS WHERE
POLYETHYLENE PIPE IS USED.
3. All SERVICE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED
WITH SCH 40 PVC A MINIMUM 3 FEET OUTSIDE OF THE CURB /
PAVEMENT EDGE OR 5' BEYOND THE TOE OF THE SLOPE
SERVICE CONNECTION DETAIL K-4"\
NOT TO SCALE I
X 2' BAR TYPE 316
LESS STEEL , ROLL INSIDE
F BAR TO OUTSIDE DA OF
(TYP)

' TYPE 316 STAINLESS
;9

)
EL BOLT AND NUT (TYP
BAR SIZE (B)
TYPE 316
4
STNNIESS STEEL
(?) DRILL 9/16' DIA N
HOLE FOR 1/2'

LANS BOLT (TYP) d
3?)
TANK WALL
WELD TO TANK WALL
PIPE BRACKET DETAIL n
NOT Ta SCALE v NN
. ?OQtW CAROtA?
0
SEAL }
FINAL DRAWING i tuu5 `
(NOT RELEASED FOR CONSTRUCTION i?0 ?GI1E? Gy8 J
?tl G+Y
No. R Vi n Dale B Ik+'^ - III
N°° NA w BRIGHTON FOREST WITHERS RAVENEL
WASTEWATER TREATMENT PLANT MISCELLANEOUS DETAILS ENGINEERS 1 PLANNERS I SURVEYORS
(kJNF Ib Na.
YC'M 2O50BOW r„unp„e (r. NaTE?M.u 11511 NI:11W411A0 h A.vamelmn
PROPOSED 4' DIP EMERGENCY
,--{ BYPASS SUCTION LINE W/ PLUG VALVE
INV. ELEV. 251.85
/ BILCO OR HALLIDAY ALUMINUM ACCESS
DOOR OR APPROVED EQUAL
CAST-IN NON-RAOWI OPENINGS W/FLE%
'
'
CONNECTORS FOR DISCHARGE PIPE 4
%6
TEE k BUNDFLANCE W/ 1/4' DILLO OR HALUOAY ALUMINUM ACCESS
5'-0' (60-) INSIDE DA PETCOCK k 4 1/2' GAUGE TOP MOUNTED DOOR OR APPROVED EQUAL
WET WELL. I 4' COUPLING (TYP.) HAND HOLD _
`
/ \
4' GATE VALVE W/ BLIND LIFTING \
FLANGE FOR EMERGENCY BYPASS HANDL
'
PVC CONDUITS
3-1
TO JUNCTION BOX

I
' INTERIOR ALUM. FLOAT BRACKET
M
OUNTED PARALLEL TO ACCESS
DOOR. BRACKET SHALL BE WITHIN
/
KING
O
C
- 4' OF ACCESS HATCH ALUMINUM R
?
?

- ^
-
+ -
_
- ACCESS DOOR
I
.36"X36" ALUMINUM

R I SINGLE LEAF ACCESS I
I
DOOR
ill
,Wl
' PVC VENT PIPE
SCREEN
WITH S
S }J
=ING
NG
•
' _ _ _ 6
D.LP. DISCHARGE .
.
LOCKING
\BAR 7 %+k
DLE
1-4
PVC /
I LL
_
STAINLESS STEEL DISCHARGE L
PIPE SUPPORT (2 REQUIRED) ??•' \

' I T
'
4' UNIFEANCE USED FOR STAINLESS STEEL
EMBEDDED SOCK
-
INLET
B I PIPE RESTRAINT FOR PORTABLE PRECAST CONCRETE TOP W/
INV. ELEV. 257.35 HOIST RECESSED LIFTING LUGS
B' CLASS 350 WELL POINT
'
CONTRACTOR SHALL COORDINATE ALL ELECTRICAL DRAIN WITH 8
PLUG PUMP STATION DESIGN CR RIA.
WIRING WITH THE ENGINEERING

PERSONNEL
INSTRUMENTATION
2' CHEMICAL FEED LINES
PUMP STATION DESIGN FLOW
200 GPM

ALL ELECTRICAL WRING SHALL BE DONE IN ACCORDANCE
4' SCH 40 PVC SITE DRAIN PUMP CAPACITY
TOTAL DYNAMIC HEAD 200 GPM
29 FT PUMP STATION COVER PLAN NEW
WITH THE PLANS AND THE SPECIFlCAHON PROVIDED IN FORCE MAIN SIZE 6' DIP Nor TO SC&E
THE CONTRACT DOCUMENTS. FORCE MAIN LENGTH 49.00 FT
NOT TO SCwE
FORCE MAIN HIGH POINT 20.40 FT
VELOCITY AT PUMPING RATE 2.27 FPS
PUMP OFF TIME 3.8 MIN.
PUMP ON TIME 3.8 MIN.
3'-6'43'-6' DOUBLE LEAF ALUMINUM
HATCH WITH LOCKABLE OPENING
PROPOSED 4' DIP EMERGENCY 3'+ }' ALUMINUM HATCH
BYPASS SUCTION LINE W/ PLUG VALVE WITH LOCKABLE OPENING
3-3' PVC CONDUITS INV. ELEV. 253.85
TO CONTROL PANEL 5'-0' x 5' 10) PRECAST
3' PVC VENT PIPE 8' PLUG CONCRETE VAULT S W/2' PVC GRAIN
WITH S.S. SCREEN 4' PLUG W/FLAP VALVE IN WET WELL
RIM ELEV. 273.00 RIM ELEV. 273.00
I.I FS 271.502
.311
4' D.I. CHECK VALVE - W
STAINLESS z ; (TYPICAL OF 2) (TYPICAL OF 2)
it - STEEL -
UFT OUT h 6' D.I.P.
LASS 350
CORROSION RESISTENi
FLOAT BRACKET I.E 269.00
0 D3't - - - rL DISCHARGE 267.33}
CHEMICAL FEED LINES,
SHOWN OUT OF SECTION
FOR CLARITY 18' MIN. GROUT BOTTOM OF
4' PVC DRAIN VAULT TO DRAIN
I.E 265.30
12 COMPACTED
STONE BEDDING
0
N
n STAINLESS STEEL STRAINER
N
STAINLESS STEEL WALL BRACKET FOR 2' PVC GRAIN TO WET
DISCHARGE PIPE SUPPORT AND EMERGENCY. WELL WITH FLAP VALVE
BYPASS SUCTION LINE. MOUNT AS PER
MANUFACTURE'S SPECS.
ELEV. 257.00 2 STAINLESS STEEL PIPE (SCH. 80)
HIGH WATER AIARU FOR LIFT OUT RAIL ASSEMBLY
ELEV. 25650 I 2-SUBMERSIDLE NON-CLOG
LAG PUMP 'ON' SEWAGE PUMPS
ENV. u5 'ON. 60' DLA CONCRETE
Ev° w3. I WET WELL (5'-0-)
ELEV. LIMP
LfAD PUMP 'OFF-
2 NON-CLOG SUBMERSIBLE PUMPS WITH REMOVAL
SYSTEMS. 200 GPM 0 29 TDH WITH AN
ANTI-FLOATATION EFFICIENCY OF NOT LESS THAN 50z MOTORS
COLLAR 8' MIN. SHALL BE 5 HP, 3 PHASE, 460 VOLT.
_ 8' CLASS 350 WELL POINT DRAIN LINE TO
INV. ELEV. 250.00 BE INSTALLED DIRECTLY OUTSIDE OF WET
IWELL AND INTO THE COMPACTED STONE
4 i_. v , • .: •'. BEDDING. CAP FLUSH WITH GROUND WITH tiW
2°P?fSSt Y7'Fi
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL
INVERT BY NO LESS THAN FOUR 3/4' STAINLESS STEEL BOLTS. SEAL
THE BOLTS SHALL BE THREADED INTO CONCRETE ANCHOR INSERTS, FINAL DRAWING f N325
12' COMPACTED WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A (NOT RELEASED FOR CONSTRUCTIONc ?p c3?
STONE BEDDING PUMP STATION SECTION CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL
cIAGVI
NOT TO SCE HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LES AND ?Cl G M
SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
"° R n DaIP B " ° WkR RTS BRIGHTON FOREST INFLUENT PUMP STATION WITHERS &_RA
7
rww PA' ImR? 42 as ENGINEERS 1 PLANNERS I SURVEYORS VENEL
WASTEWATER TREATMENT PLANT PLAN AND SECTION
MCw tO50B000 III w,u,,. Un C?,ROh C+d,u ]rfil M: flww)Iw e.:l19a6If001 ....?e,wwerM.avm
2' SCH 80 PVC ALUM POLYMER E SCH 80 PVC SHEET 2 FEED LINES, SEE SHEET 2
FEED LINES, SEE SHEET 2 FOR CONTINUATION
FOR C1.1.UA1I0N
I
4'-0'.4"-0'.6' THICK
CONCRETE SLQ WITH
PLANT SLUDGE 6• WELDED WIRE MESH
.....: DIVERSION
(ttP O ])
8'-0' VALVES
PUNT A
77 i
BLOWR
77777-7-
-? p
C.. _. r ...W. :. . .
) -il
2' SON 80 PVC _.
1 I 'I PIPE SUPPORT SEE
POLYMER FEED LINES, - ... 1 _? OETNI 8, SHEET 6
SEE SHEET 2 FOR T' ' I - _ _ w ' rYy) l III
CONTINUATION' BACK W I Oi 8'.6' 90 FLG'D
8' DIP 90' BEND, FL BLDWtR .-.-6" DIA EMERGENCY OVERFLOW REDUCING BEND (TYP)
8'.8'.8' TEE, R (Ty
RRANSFER Ii?6' 90' MJ BEND (TYP)
7 12?7' CAIRLINE
8' FLEx10LE CWPU C
TROUGH ET tw W' SCH 10 PVC W/ Y-NOTCH
? DRNN LINE DIP FORCE 11111
II?
KWI: NTERCONNECTINC DIP NR PIPING SERVICE PLANT A FROM INFLUENT I
BY CENERAL LONTRACTOA CRATING ' NRLINE CONN. PUMP STATION n
o ?Z______ _ _
- - - - - - - - - - - - -
J
2•_g• INTERCONNECTING DIP SLUE FLOAT EOWLIUigN
DG
PIPING BY GENERAL CONTRACTOR SWITCHES PUMPS
- II
1 6'.6'.6' M1 TEE
F1 INTERCONNECTING DIP SLUDGE 111
rv
OUTLET 12' DIA HOLDING Ti K PIPING - SERVICE GRATIS III 'I
I1
GROUT RING TRANSFER TROUGH
1
PLANT 73' W/ V-NOTCH
2' SCH 80 PVC '
stuocE DI uuvs J
POLYMER FEED LINES, L. ..
SEE SHEET 2 FOR-1 ... ::? .I
CONTINUATION
II 1 /" 1 BARSCREEN
f
0
6" DLA AIRLINE
AIRLINE EMERGENCY CONN. 11•-0'
CONN. OVERFLOW
0
TION C" I I
c SL!lIS?HOLl1CIS1LUDGE HO ING flOW E?UAllZATION
T7 rlNMOE6 CHAMBER
QLATFIE
I I
-- t'i - - - -- - - - - - - - - - - - - - - - - - - -- - - - -- -- -- -- - - -- - - - - - - - - --
2- SON
2' SCH 80 PVC ALUM
POLYMER FEED LINES. FEED LINES. SEE SHEET 2
SEE SHEET 1 FOR FGR CONTIN UATION
CONTINUATION
12,-0• 48'-0" 16•-7'
AERATION SLUDGE HOLDING FLOW EOUALT2ANON
87'-6' TANK TANK
PLANT LAYOUT PLAN
SCgF: t/c-T-O'
p1N uRG1V
20 ?E$Slp?'? i
P `
A !{
FINAL DRAW NG SERI
11IIS
(NOT RELEASED FOR CONSTRUCTION tc ?cIK? fig?
?f l C WV
Na R vi i n Date B Ill-- I- I
BRIGHTON FOREST WITHERS RAVENEL
°^ AM 21_n6 WASTEWATER TREATMENT PLANT WATEWATER TREATMENT PLANT PLAN ENGINEERS I PLANNERS I SURVEYORS R
?n i.a er wlb.
1N;I 2050BOW /enw Owe C.r,?4deuEISII MfIfNw1110 Oa fiH?)iro. ..v.MVewwlm.
q rMOR TROUOI

L
4
FOR CON
SEE S
A.S
KNEE B 3' CIA. SUANZ
PER DETAIL 1, AIRLIFT PU P

i SHEET 6

y

2•-0'
12'-0'
CLARIFIERS
/- SUiN(L NANUWLS
I
R/ HYDRO-OIEO(
DIFFU7R9 TYP.
MAIN AERATION TANK BLOWER/
MOTOR UNITS IN FIBERGLASS HSG.
y I I I
?? I 4 h S
V12' CONCRETE SUB, MIN 4,000 PSI,
BOX OUT CONCRETE FOR CLARIFIER UNITS W/J5 REINFORCING 12' O.C. E.W.,
(TYP). FILL EXCAVATION W/ FLCWA13LE CONCRETE MIN. 2' CLR. TO SURFACE OF
BY INSTALLATION CONTRACTOR CONCRETE BY INSTALLATION CONTRACTOR
45-0'
AERATION
SECTION A
SCALE: 1/4'-1'-0' a
EOUALIIATION
BLOWER/ MOTOR ACCESS UDDER
FLOW CONTROL BOX UNRS IN
FIBERGLASS HSG.
B' INLET 12' DIA
GROUT RING
6' REDUCING BEND
8'
.
.
n-ANCED
I
I
Y
EL. 279.50
6' PLUG VALVE .

I FLANGED
l
FLO W EQUALIZARM

I Q EL. 267.33
MI 90' BEND
10'-3' 16'-3' 12'
Sim FLOW
HCLD94G EOI/l12AIXN
SLUDGE HOLDING
CHAMBER
2'-0' SLUDGE HOLDING
CHAME3rR
T - 4' DIP SPOOL
FLC.FLG
4' DIP CROSS,
FLC

, T_ 4' PLUG VALVE,
I FLC (TYP)
0 0 4- UP SPOOL
I I k' A%w R FUG-PE (TYP)
1
4' PVC SCH 40 PVC
TREATMENT PLANT
DRAIN LINE tiN GIRO
Op lVti
P
SECTION
B
SCALE: 3/5*-Y-O' e
FINAL DRAWING SEAL
? n3t5
NOT RELEASED FOR CONSTRUCTION i?? ?c1rt??8t

No. R 'i Date B 'Iwoo..

o? s<*

4-71-03
BRIGHTON FOREST

WASTEWATER TREATMENT PLANT SECTION
WITHERS RAVENEL
INEERS I PLANNERS I SURVEYORS

9
(I.aw kr
YCw kd w.
??W WASTEWATER TREATMENT PLANT ENG
I-wu,Cmm (wy, Nwn CSd?.1)511 M. f19NSl)q W1ifN)iroE m.tlwvawl mn
21'-6'
10 -0.12 -0.6 THICK CONCRETE
EQUIPMENT PAD W/ WWF 6.6 FOR
NEW PUMP, TANK h PORTABLE EFFLUENT
SAMPLER (PORTABLE EFFLUENT SAMPLER BY
OTHERS, UNDER SEPERATE CONTRACT)

PRE-FABRICATED SELF CONTANED
ULTRANOIET DISINFECTION MODULE W/..
INLET AND OUTLET BOXES k CONTROL
PANEL MOUNTED TO SIDE OF FILTER
TANKS
n
I
REUS E PUMP WITH (PJ
PN EUMATIC TANK
MILLTRONICS LEVEL TRANSMITTER/ k
FLOW RECORDER
V-NOTCH WEIR CHAMBE ,
SEE DETAIL 5, SHEET 5
8' FLG'D 45' BEND

D C
EFFLUENT
ROUGH
- - - - - ------- - - - - - - - - -

?
1 1? :I ?WLET TROUGH
II I I I I
7 1
1 II
?1 II
I ..:?i III I III ?
I J', wa&
i ? I?I -III
?J I? I i?
?

F

m
- ? fu?
II?? -
SERVICE

GRATING it ??

J

o 0 Ills i 17

_Y
I I

I
it

I I I???
?
LTi

I I Illy

ITT
VI
I
4 4-1
,TINT
f

8- INLET 12-. )Lk
GROUT RING
-8' FLEXIBLE COUPLING
T a e
LIL
GUARD POST. I
SEE DETAIL 2 SHEET S ' OUTLET 12' GAOUE
J 8 L _ -
(I- OF 1) RING
OUTDOOR NR SCOUR \TR FLOAT SURGE LAMPS W/
RECEPTICAS BLOWER CONTROL SWITCHES CHECK,THROTTUNG
PANEL AND RETURN VALVES
10'-0'
PLAN NEW
SCALE:
SERVICE HANDRAIL
FILTER
FILTER CELL AIR SCOUR CONTROL PANEL
BY-PASS PORT
N BLOWER
R SCOURING '
PIPING
I FILTER INLET
o PIPE TYP.
RCPYC CONDUIT,
^ I x SIZE PER ELECTRICAL
n J PLAN
FILTER CELL NO,
EII IFR Q F1 I

1
ANTHRACITE
o SAND
•? EL 7100 UNOERCRAIN
i

SECTION C
SCALE, 3/E'-I'-0'
FILTER SERv1GE HANDRAIL
CONTROL OL ?
PANEL
CENTRIFUGAL

BACKWASH BLOWER BLOWER

0•

?
I

?
SURGE PUMP.
ICI COUPLING )

SERVICE HANDRAiI
?
FILTER
CONTROL PANEL
PUMPS .
FILTER CELL -..
INLET
TROUGH NR SCOUR
I BLOWER
BACKWASH PUMPS
T
O
279
50 INLET PINE u
.
..
.
IWy
j o RCPVC CONDUIT, SIZE
I I PER ETECTRICAL PLAN
ITR
Ofll
-
-

•
l®I SERVICE

GRATING

f
V-NOTCH WEIR CHAMBER
, ', d' 'L i
EE SHEET
SEE DETAIL 5, SHEET
S DE S 5
WL N W
MILLTRONICS LEVEL T
RANSMITTER/ LA. PUMP ON FLEXIBLE COUPLING
W RECORDER
ROW RECORDER KNEE BRACE, AS REQUIRED
SEE DETAIL 7, SHEET 6
qq ALARM ON
8' FLC'D IS' BEND 1 CL FAR M1

-

- -

-

-

!

END

UMP ONO I
EL-211 .00
,- 12' CONCRETE SLAB, MIN 1,000 M.
s
E. 7X00
1
F w,. i
W/15 REINFORCING 12' O.C. E.W.,
TO SURFACE OF
CLR
IN 2'
N \ L.W.L. o pUUp .
.
CONCRETE BY INSTALLATION CONTRACTOR FOUNDATION BY
_ p
- T INSTALLATION \ \\
UV EQUIPMENT PAD W/ FLOWABLE \' 68.50 CONTRACTOR
CONCRETE FILL ANNULAR SPACE AFTER Y
ERECn. OF TANK AND EQUIPMENT
'\?

-- • - - o

1-- •-

V j

?? o
PAO FOR EFFLUENT CH4MOERS '? _
1
10'-0' 7'-0' 10'-6'
8' FL . PE DIP SPOOL CIFARWELL TANK FITTER CELLS SURGE TINN 1'-0' 12'-0'
FOR CONTINUATION,
SEE SHEET J 2T-7'

ELEVATION NEW SECTION D
SCALE-- 313'-I'-0' SCALE sn'-Y-O'
?O/
o
v
G/OA, ?1
AL
f"
-
FINAL DRAWING
OT RELEASED FOR CONSTRUCTION
( 11]25
c,
S
g
?
N
CIG4
?f L G W?

No. R vi i Dale By
Man
]/e'•I'-0'

BRIGHTON FOREST

ILTER PLAN AND SECTIONS
y,M ?
WITHERS RAVENEL
10
cha•uw
YCw
-- 1060N000 WASTEWATER TREATMENT PL ANT ENGINEERS I PLANNERS I SURVEYORS
.e.,n P•e [r,umn (.d.ut?sii MAi4Niilw h.11fw1aW1 ww. n,.vw..Hm.
?NaN-roTABLE
WATER CANE
ALTERNATE
-
rr POTIXE
WATER SUPPLY

1
S ROCK 1/2-
(WIN SX6)
1
I I'- FLOOR
D i+1
1
/

1 ,\ y
7
1
1 \\
C Z PC

POLYMER CONUAT
I
SLPPLT
%PNG ?2j/4' SIB \
R R \
U U ?L y\
3 p TO
u
DODi PUMP
sTAODN
To /oLTAAR TO ALUM ro NADH
RED Pr TRO PIS FSED.PRY..-...
NSTML 3/1' M{1KR EL B 66• TMnE 3000 P:
C B0. 2 a PER W) 12'• nWD E SUB W/
1 ? FOOTING
12
{' BEDC
6' SUB ?,
If f,
L PYc coNOUT
NOTES
1. EDGES OF CONCRER SLAB TO SE SwOOTH AND MPMAM 4' ABOVE
2. POSRCN OF THOUGH SLAB PPM AND CONDUIT TO OL VEPXIED MTH
PPE SIZE SEE PIPING SCHEDULE OF WTERWS N APPENCX
2. RUDDER TAPE OR ASPHALTUM REOIRRED AT CONCRZTE/7PE NTERFACE.
WELL HOUSE FOUNDATION
NOT TO SCALE
R-IS BAR
NSUTADOH
1/2' TUFF-R NSLXATION ROAM
WALLS NRO CgANG
7'x00' TRAP
CASE N UK
R-15 BATT_
NSLIAIIICN
S/6' PLYW000
FOR ELECMWI PANEL
6716' CLOSwc VENT
W/ INSULATED COVERS
2'X6' T
BAS: PLATE
NOTES.
1. PROVIDE R-15 BATT INSULATION AND TUFF-R INSULATION BOARD SEALED WITH
ALUMINUM TAPE ON ALL CEILINGS AND EXTERIOR WALLS.
2. CERRIG JOIST SHALL BE 6 FEET ABOVE FINISHED FLOOR.
3. SEE APPENDIX FOR WORK SCHEDULE & MATERIAL LIST.
CHEMICAL FEED BUILDING FRAMING DETAILS
NOT TO SCALE
MN 1/2' PLYWOOD
W/ n5 PELT PAPER
F a' D
PL YWDaO r2'A1 21.1
FH S SIOL / ,. ?.

10 'x1r
6
2'x6' ITEM
TNAMTAA
I_
QUN
A
PoIA POTABLE
WATER SUPPLY
WATER SUPPLY
IIR- r
II
DL
-POLL9IE _ I 12* NIPPLE
WATER USE
METER
pECX VALE
C
CRMCAL } }3 Ir fEC LAM)
RED POH
(POLYMER) [RAOL
RED H)
iI (MOW)
?IbS[ HB
WAS.
$1X10fH NI}$E
1 S PLE TM
SYSTEM FEE
TO POLYMER TO ALUM N MACH
FEED PT FEED PR FEED TS
PRESSURE GAUGE A
W/ IVIL VALVE\
SMOOTH HOSE
sAAHLE YAP
uNaN F
GT
VALVE
1
III ALUM, POLYMER AND Wql
POTABLE WATER
ro SYSTUI FEED PORK SUPPLY
SECTION A-A -
NOSES
1. APPE?OX FOR VALVE 5" SCHEDULES
2. PLOW-CET PHHG A DRUM PPNG ARE NOT TO BE CO NECTED
TOGETHER
CHEMICAL FEED PIPING DETAILS
NOT TO SCALE
12' OMAN
H TI-
SIDE ELEVATION NEW
NOTES:
1. INTERIOR OF DOORS TO BE FRAMED WITH 20(4' AND INSULATED WITH R-15 BATT
INSULATION AND TUFF-R INSULATKRR BOARD.
2. SEAL MOUND DOORS AND VENTS WITH BROWN VINYL CLAD WEATHER STRIP.
3. TWO COATS OF SHERWIN WILLIAMS A-100, LATEX FLAT PLANTATION BROWN REWIRED.
CHEMICAL FEED BUILDING EXTERIOR DETAILS
NOT TO SALE
CHENDAL
TANN
2112'x6'
IF SHELF
0-
L-1 r
a__ _
P,
L I \
1
1\
C a - ,\
r 1 P c
CONDUCT
?-I- P,C
R R CONDUT
SUPPLY
/ ONUACH HOSE
/
W.U 0.
wA
To WELL
EL
ro MAUL l'
PANEL
NOSE BO . /--POLY UHE To
rvACwu CR IXNX1 TEE'S
illill.r
LP+NIR f0
TO SYSTEM 04ELEW PUMP
IIPNG STATXJN
NOTES
1. INSTALL RUBUEX PIPE NSUUTION ON NOSE 910 AND EMERGENCY DRENCH NOSE.
2. CHEMCAL TANKS TO BE INBBERMM 55 GALLONS W/ LIDS W CONTRACT
OPERATOR
7. OWSMC.AL TAMS TO BE PLACED ON DRUM WETY PALLET FOR SECONDARY SPIEL
CONTMMON BY CONTRACT OPERATOR.
CHEMICAL DETAILS
NOT FD SCALE
MOUNT IBASgpyp
CATER
L-2
L-19 / `-lpJ? ryl L-21
AALFA 4
L-I I I
I I
I I
MN61 HIOPN ?\ ?, /
ALTAR IILNT 120V RECEPTACLE W/
45
SP SWfCX '. FAl0.i NILRPf
POWER RMAL K
AND MHLR FI Nl(AE l-1 l-Is
12w RECEPTACLE ./
GROLRO FAULT WrERUPT
NOTES
1. INSTALL REMOTE BULB THERMOSTAT FOR CONTROL OF BASEBOARD HEATERS.
2. EIGHT FIXTURES TO BE I' X 1' UGHTCRAFT CEILING MOUNT W/ (2)60 WATT HALOGEN
BULBS.
3. COPPER CONDUCTORS ME REQUIRED.
4. ELAPSE TIME METER SHALL BE VENDER-ROOT 2795.
5. IMPULSE COUNTER SHALL BE DURANT 6-Y-41345.
6. INSTALL TIMED OFF DELAY RELAY TO ENSURE POSITIVE COUNT AFTER POWER APPLIED.
CHEMICAL FEED BUILDING ELECTRICAL LAYOUT
NOT TO SCALE oA1,HF C?•IROE/
A'" Ip,, ?Y
?
O
s
R TF
a SEAL
FINAL DRAWING 1132
5

(NOT RELEASED FOR CONSTRUCTION ,
?p.
s,? ?CIN Gig
?HEL C*
\

No RNo R vide wte 6B n^- - III
w°wDt PANES BRIGHTON FOREST WITHERS RAVENEL
'"°' WASTEWATER TREATMENT PLANT CHEMICAL BUILDING DETAILS ENGINEERS 1 PLANNERS I SURVEYORS 11
AKw zosDfio00 Ow aM c,.. NOT,wO, ns11 W.n..rs51AO Mc N4W]aWa ....aM..?.IN?
SS ELECTRICAL
Box
NOTES
1. BREAKERS IN CONTROL PANELS SERVE AS MOTOR DISCONNECT
MEANS.
2. ALL WIIRINC SHALL BE THWN 75'C RATED COPPER IN RIGID
NON-METALLIC CONDUIT. USE NON-METALLIC 'SEALTITE' FOR ALL MOTOR
CONNECTIONS.
46OV. 3P, 6OHt PUMPS
LUENT CONTROL PANEL

GRAPHIC SCALE
I IN FEET I
1 -h • 10 R
FINAL DRAWING
(NOT RELEASED FOR CONSTRUCTION
,•?S y ,??
D.N. Kisley P.E.
111 C MacKenon Drive
Cary, NC 27511
Phone: [phone]
EeI
BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS RAVENEL
.,.,„
«bN `"? ?ro `"°' WASTEWATER TREATMENT PLANT ELECTRICAL SITE PLAN ENGINEERS I PLAN HERS I SURVEYORS
Yll 7050A000 ev. P.e (n. NO*fatl,ul)5li M. fNN1Jq h, 11HA'MW •.. w?.+a,.1,?
NOTES
LOCATED N CHEMICAL
REDBJG L ALL OEL=RES TO BE NEW IE 08 BEX01
E ILL TRANSFORMERS TO ME MICE PRASE GOERM
- - - - - - - RLPM Wf-rNE FOR OUTDOOR USE UNII$
7-i$ MWN W/ OTHO?WE NOTED,
ilo CR N 1. CCNWi I
RIm
7(R:/120
MU INSTALL SUITABLE SIZED
7
ED E

N CROLO
IN A
S AND
I CLCT d M ALL EfI,'GCS AND
is CoPm UOPONG
G4Ng1 CRMS. S
EIFnFmC COEXXTOi
- BONDED TO 9tDw 4F1
L

(O
E1 N
PAN AND PI
M
{-/
W 1 w Y COUO
I MPIWJE6 TO M
PFL% L SOLIDLY 80.10 ALL R
MG MELU2¢ WOER
I
&IISH
M
BY UrI unNT CC CCIPMN. 4-p THn Wn1 SRIXE RACK MO BUDNC GROUNDING S1STEIL

J4 COPPER

11 ce Y07-1,7,5 7GRI. 3'G -
?-
S ALL DISCONNECTS Shill ME RATED FOR M VOLTKF
C? OR .
LIMIT DIST
ro
LIMIT DISTANCE

la TEE f GE THE SYSTEM N WNM MT ARE NSTKIID AND
BVYED m OIBA4 0.00 POWER R PNEl
P
W
I
Nl BE N(MY DITTY NS9E M MESS MOTTO.
S
ATS O
E 135 KW am mMEWTCR

METER AND crs UTUFf CD
tr3P20-r-C
KO LER 100
POOP 211
PANL
I 1' I SEE $POXLWOR

O EOOI 2211
N 4 WIRE OP n DISC 42 SP
SE RATED PUMP
CON0.0L
/I 2o 12$ KW W A R
4W/277 C WIRE
PAD KOU7ED 1618 PMWQ I
I 30 9 WITH 2211 END
PAD Y0.NRD 41w SECONDARY IEDI, WIN CKLIT BR[MbY 14 C? LR00011L
BY UTUrY COMPANY 400/2n Wt
L - - J
arnR EE Eantrw

- = 4010[D rD WRD44G sTm

- - - - - - - -
- -
- - - 10 n
- -
- - - - - MO ME1NLC k1RR N4G
-
CNLFLiE B14 WTM PR
FOR C.WL [N7Rf BY M 1-1 W 4 m 7' PC EE41E4AF 4-1 /0 .1 #4 CR N 7' PYC COKW KNW.W 24 HUM DORIE WALL
CONTRACTOR DIESEL FUEL TAW (WPA)
1.4/0 W/)/ CR Y PVC CO D(A
ELECTRICAL RISER DIAGRAM
no TO Swt
E
a
n
0
c
C)
0
0
r?T
N
cl?
m
N
O
N
fn
L
r
m
3
v
a
3
v
LL
C
O
L
CT
m
O
0
CO
0
CD
Co
0
Ln
0
0
Y
NIX PANEL SHALL BE 1/9AIWNNM PLATE
WITH NO SLMfi USE RJ9UI kAkl[RS BETWEEN
BAOM NO PINE
-0'
AARI ICWI UUR
MMY HORN MO M AK ACTIVATED
ANYTIME M DIALER NWTE$ A RAR 1 l'? I
AN AM?M ML M.
.I I
1,14
FROM CECIRYA 16w1 I MFWN Y 00( NOP-1,7,7
SONCE,EP/NWENT I NE1A 4G ENO. WAOcX I
203/120V I NON 0 ENCL NEW NENCL I NEW 4K OCL
74 PMT SlENCE PUSHBUTTON NCRWI Pi!!E NRUEKr I•
t. FOR IEPo1 tiRER '? RWP LT SWfQVWP I
I ! I CONTROL
,yam l-I I 2211 ]P 6 ? L]-3P
I RAIN HOOD I 4P ro NOT BOG 001 MCB ON?1 1'-a' I O HAKNG NM(IE CFCs
E 00" MEm GF m FLOW METER T?
I2 r-o'
m UN SYSTEM 24' 2'-W
I FROM 119RY METER m rW
MO 22W m QX.
To CHtWA \ A N /
GENERATOR TO AH71 LT 1 m PANEL L-2 .d I OM 1 ',
FEED SYSTEM 70 nRV FROM
To CEN/ STATEN 1! I • To niP CONTROL PANEL
Gorr CHG NOTE
TO 0(L To FILTER CONTROL PANEL
I I `P' PROVIDE SWWAR RAIN MOOD a" Ml WENOR
1 1 BA+'WO I f 1 ._ CONTR9 PN(LS
FROM PHONE COMPANY Jam- TO wK PAP CONTROL PMQ
(2) DEDICATED PHIM LINES
ELECTRICAL SERNCE ARRANGEMENT - SIDE HEW
NOT TO SCALE
ELECTRICAL SERVICE ARRANGEMENT INSIDE ELECTRICAL SERNCE ARRANGEMENT - FRONT NEW
CHEMICAL FEED BUILDING NOT To SCALE
NOT TO SLOE 9ft
D.N. Kisley P.E.
111 C MacKencn Drive
Cary, NC 27511
W TRACTOR sHAU C N ATE UO PAY FOR Phone: [phone]
OEc-Po RANCC At0 MAN,`N TO BE
INSTALLED BY UTILITY C( MY.
FINAL DRAINING
NOT RELEASED FOR CONSTRUCTION N ra'."
:`r
r;
j^-
DTR NY ?.? .YR k. 6 BRIGHTON FOREST WASTEWATER TREATMENT PLANT WITHERS RAVENEL
PAP 4-L-OS q e-! v.
bN NN WASTEWATER TREATMENT PLANT ELECTRICAL DETAILS ENGINEERS I PLANNERS I SURVEYORS
YCW 705080.00 1e..n Gxr (n,NwKiCNwI%Sil M.9i9NlTltl O. NwA16o01 ... L-
Panel Schedule 2 PANEL'MDP' 3 Phase 4 Wre Vdtage LL: 480 Voltage LG: 277
OC Deicer. BREAKERS Deice Family BOLT ON Mounting: SURFACE Enclosure: NEIAA 4
C-nnenls: 30 SPACE MAIN LUGS Bus Rating: 225A AwAable Fault Duty. --'K A 3 Phase
CKT
NO DESCRIPTION/
LOCATION -LOAD
TYPE 'CR
EA ITERI
OTY A
OEM TOTAL
VA
REMARKS DEVICE
AMPS
P P
H DEVICE
AMPS
P
REMARKS TOTAL
VA -LOAD
TYPE 'CR
EA ITERI
CITY A
OEM DESCRIPTION/
LOCATION CKT
NO
OI PUMP CONTROL PANEL MTR 9 4750 4 8 W OGR 40 3 A
02
03 9 4750 8
01
4
05 - - 9 4750 C _
06
WA CCNTROL PANEL MTR 15200 4j3W/j9GR t00 3 A 50 3 311 W IOGR 10000 %FMRIPRIM _
OA
09 -
15200 _ B 10000 . _ _
f XFMRIPRIM _
10
11 _ 15200 C 10000 tXFTJRIPRIM 1z

_13_
AREA CTS 1 k 2
LTS _
1500
2110 W IOCR
20
1
A -
14

15
BLOCK HEATER
HTR
5
1500
1 70 W 10CR
30
2
B -
-
16
17 5 1500 C IB
19 FILTER CONTROL PANEL MTR 12400 414 W/18GR 80 3 A 20
21 12400 -_ - B ._- -22
23 12400 C 24
25 NPW CONTROL PANEL MiR 950 3f12 W IIGR 20 3 A 26
27 950 - - B 28
29 950 C 30
ENDUSE LOADS: PHASE A VA 44800 PHASE B VA 44800 PHASE C VA 44800
TOTAL LOADS DESIGN KVA 1344
DESIGN FU 162A
Panel Schedule 5 PANELV J Phase 4 Wore Voltage LL, 208 Voltage LG: 120
OC Devices: BREAKERS Dice PomOy BOLT ON Mounting: SURFACE Enclosure: NEMA 4
Comments: 30 SPACE 100 NCB Bus Ralmq: IOOA Awaaele Fault Duly. '-'K A 3 Phase
CKT
NO DESCRIPTION/
LOCATION -LOAD
TYPE 'CR
EA ITERI
CITY A
DEM TOTAL
VA
REMARKS DEVICE
AMPS
P P
H OEVCE
AMPS
P
REMARKS TOTAL
VA -LOAD
TYPE 'CR
EA ITERIA
OTY DEN DESCRIPTION/
LOCATION CKT
NO
01 DIALER GEN 1 1500 W/11 2CR
2J12 20 1 A 20 1 2112w J12GR 1500 RECD J RECEPTACLE -
SITE 02
03 BATTERY CHARGER LEN I 1500 -
2112 W 2CR 20 1 8 _
20 1 1jf 2W 112GR 1500 RECD J _
RECEPTACLE
BUILDING 04
05 FLOW METER - RECORDER CEN _ _
.
t 1500 '
2112 W 2CR 20 1 C 20 1 _ _
07 METER PUMP - ALUM MTR I 1500 2112 w GR 20 1 .
A 20 1 2112W 12CR 1500 RECD C8
09 METER PUMP - NAOH _
MTR 1 1500 112 W111 CR
2 20 1 B 20 I 7j11WJ12GR 1500 LTS 1 SHELTER UCHi 10
It _
METER PUMP - POLYMER MIR - _? 1 1500 _
2112 W j12GR 20 1 C _ 12
13 --- A 20 1 2112W I12CR 1400 UV 1 UV SYSTEM 14
15 BUILDING LICHTS LTS 1 1500 2112 W 2CR 20 _
1 B . 16
17 C IB
19 BASEBOARD 1000 112 W 12GR 20 1 A -- -_---
-- 20
21 HEATERS 2 1000 212 W 12CA 20 1 B _ 22

23
-
--
C
-
- ,
24

25 - -- -
- - -
A - - --- - - - -
26
27 B 28
29 C 30
ENOUSE LOADS: PHASE A VA 3000 PHASE B VA 3000 PHASE C VA 3000
TOTAL LOADS: CONNECTED KVA 9.0 DEMAND KVA 9.0 DESIGN KVA 9.D
CONNECTED M 24.9 DEMAND FLA 24.9 DESIGN FLA 24.9
RACO VERBATIM DIALER CHIP SET 209
"PULER FURNISHED BY HEATER UTILITIES AND IS LOCATED INSIDE CHEMICAL FEED BUILDING
PS=PUMP STATION VENDOR
GS=GENERATOR/ATS SUPPLIER
EC=ELECTRICAL CONTRACTOR
CC
h-rel 5oX
Alarm Type
Alarm Status
for Ctlrcult
Wire Color
Cable I
Wue Color
Coble
Responsible Party
1 REDUNDANT HIGH ALARM CLOSED RED RED FURNISH PS
WET WELL HIGH LEVEL INSTALL E(
2 PUMP11-HIGH TEMP. CLOSED WHITE FURNISH PS
INSTALL EC
3 PUMPj2-RICH TEMP. CLOSED BLOCK FURNISH PS
INSTALL Ec
4 POWER TO PUMPS CLOSED GREEN _
FURNISH PS
INSTAL EC
5 PUMP) I-DISCHARGE FAILURE CLOSED BLACK FURNISH PS
INSTALL EC
6 PUMP12-DISCHARCE FAILURE CLOSED
BLUE FURNISH PS
INSTALL EC
7 GENERATOR SHUT DOWN DUE FURNISH GS
10 "OR FAULT OPEN R
ED INSTALL EC

8 GENERATOR MINOR FAULT FURNISH GS
SHUT DOWN POSSIBLE SOON OPEN BUCK INSTALL EC
9 GENERATOR ENGINE RUNNING FURNISH CS
INFO ONLY - NO ALAEMS CLOSED BROWN INSTALL EC
10 GENERATOR LOW FUEL OPEN WHITE FURNISH CS
INSTALL EC
It POSITION SWITCH ON ATS FURNISH GS
STATION ON COMMERCIAL POWER OPEN BLUE INSTALL EC
12 POSITION SWITCH ON ATS NRNISH C$
STATION ON GENERATOR POWER OPEN YELLOW wSiAll EC
13 COMMERICAL POWER AVAILABLE GRAY NRNSH GS
INFO ONLY - NO ALARMS ClOSEO PURPLE -GRD INSTAL EC
.An .N I,. Ili
BRIGHTON FOREST
a,?N PAP ° „°' WASTEWATER TREATMENT PLANT
ucVwa tosea° ro
NOTES:
JB ABOVE GROUND JUNCTION BOX TO JOIN EQUIPMENT BRANCH CIRCUIT
TO FLEXIBLE LEADS. BOX TO BE WATER PROOF. SEAL FLEXIBLE
CABLE ENTRY INTO BOX WITH SEALOFF FITTING (GAS TICH"). INSTALL
KELLUMS CORD GRIPS AT TOP OF STRUCTURES TO SUPPORT VERTICAL
SECTIONS OF EQUIPMENT FEED CABLE.
JDC ABOVE CROUNO JUNCTION BOX TO JOIN EQUIPMENT CONTROLS TO
FLEXIBLE CONTROL WIRE. INSTALL ADEQUATE SIZED WATERTIGHT PVC
CONDUCT BELOW GRADE TO EQUIPMENT CONTROL PANELS AS REQUIRED.
CE Moon jYIMT25S4A2CMC2Oel MIN Nino CONTROL
CONTROL nXNr!IH WTH ALL ACCESSOIN MOIATPG HARD"RC
TO ALLOW MOI IXG OF TIMM TO SORE VIES
27rv
OL SO160B
70 FOOT oar SOAR SRAGIT
AU4MY POLE.
MW)IQi BOLTS SET N ACCORDANCE MTN THE
BCU PATTON OF BIC !FLY FI
G90N g7WR11 POLE TO FIXT URE
MITI TOP OF C04ORM fOLNOA110M
CRC UGI[ LUG
EMM I'XX' LONG
G kW#kM STEEL ANCHOR
B ATS MTN i HUM

U4[GRAfCO DRiN
III=1T?i?
1000 PO COST N PLACE CONCRETE
CLAP 9drARE
III LYECT B.fa'l
jI COPPER 001"NG OICTRICC CONIXICTOR
1' NC COP" INSTALLED
A MNYIM OF N' BnOW CPAOC
' TIP. j4 W 4DRCK BYG
AFO Bnel
2 J12 W/ jl2 OE MSTAILO LLY
TA
COPPER CONOI .
4 EACH j4 NWfWCNC SIRS ;

OCALLEO VBIROKLY _
57m
GRIM LIGHT POLE BASE DETAIL
SCALE I/2'•I'-0'
NORWM IS-IVA'
MW IX SS AICRGW BUI IMNE 7U112 HTWQ71
UN RORD SUPUT _
FLEMHE COM
FOR PUP PPAOt
MIN. NU CONTROL
KILIUM CORD CRP
SUPPORTED Off
WETRal MALL
ro PAP Nc ?
Cd11FOL? SEAL OF FR1eIG
NRNC C
FIIOM PLIMP
CChIR% PANEL
FO P6MPSwanaTS D.N. Kisley P.E.
111 C MacKenon Drive
Cary, NC 21511
Phone: [phone]
JUNCTION BOX
NOT TO SCARE
FINAL DRAINING
(NOT RELEASED FOR CONSTRUCTION
WASTEWATER TREATMENT PLANT
WITHERS RAVENEL
ELECTRICAL DETAILS ENGINEERS I PLANNERS I SURVEYORS o TTY
s..,. a=, T=V wNC.aN.Tn?l .a. sls.-. aen.sAacoe .ww.,Anvaw.el,w?
WOOD FENCE DETAIL
-4' X 4' WOOD POSTS
. -2' X 4' WINO RAILS
EXISTING PLANT
?UMIT OF CANOPY, DRIPUNE
o'
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
2' X 4' HOR12. WOOD RAILS
PERFORATED PLASTIC FENCE DETAL
MIN. 10 GA.
LINE WIRES
GRADE
-
-

-VARI
-:- §7:7??d r ? - , -
1
4,
E
J 1

L
L
L
L
L
.L
.L
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L
L
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L
1Ii u
"
'I L L L L L ^? mm?mv AREA L
= L L I
L L L r
rm L $
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L L L L L , P
..
I L -....
I
WARNING SIGN' ???
JINN ?:

y?tne NOTES: Tai
1. ALL PLANTS TO BE SAVED SHALL BE
PROTECTED BY FENCING AS SHOWN IN
IN THIS DETAIL.
2. CONTRACTOR SHALL INSTALL FENCING
PRIOR TO BEGINNING ANY CONSTRUCTION
OR GRADING ACTIVITY.
3. CONTRACTOR SHALL CALL FOR INSPECTION
AND APPROVAL OF PROTECTIVE FENCING
PRIOR TO BEGINNING ANY CONSTRUCTION
OR GRADING.
4. PROTECTIVE FENCING SHALL BE LOCATED AT OR
OUTSIDE DRIPUNE OF TREES AND V MINIMUM
OUTSIDE SHRUBS OR OTHER PLANTS.
TREE PROTECTION AREA
DO NOT ENTER
L
WARNING SIGN DETAIL
PLANT CANOPY, DRIPUNE
B' MAX` 6' STEEL T POST
BLE AS DIRECTED BY THE ENGINEER (FACTORY PAINTED)
CRARCE, UV RESISTANT, HIGH -
TENSILE STRENGTH, POLY
BARRICADE FABRIC (TYPICAL)
F rEXISTING PLANT
/ -UNIT OF CANOPY, DRIPUNE
RE52-1/2 GA. %
o'
RANGE, UV RESISTANT,
CH - TENSILE STRENGTH,
1LY BARRICADE FABRIC (TYPICAL)
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
PLANT PROTECTIVE FENCING DETAIL
NOT TO YALE
PLANT CANOPY, DRIPUNE

-, ..-.. _._ 6' PVC OR 6' PPC

TARP PROTECTED WEIR
?
CAP RISER WIN SLOB 1 FLOOD STOWCE
ZONE (11
TARP EXTENDS TO --
'
TOE OF SLOPE I WEIR i 16
I l I

TAP

N /
6
WASHED
STONE
1' PVC OR 4* 0\ FLIER
0117;
3'X3'XIA' ' SEDIMENT STORAGE ZONE
050 • 6' STONE APRON LENGTH
HAS 10 BE ANCHORED NG -- -- - ,
WEIR DETAIL
TOP OF GW
13'
F
L .. .. . .. ....
TARP PROTECTION- II WEB LENGTH LENGTH (10' MINIMUM) OUCH AND BURY
IMP EDGE
(MIN. 12' OF TARP)
LOTES;
1. DRAW DOWN RISER SHALL BE 6' SCH 40 PVC WITH CLEAN-OUT
CAP AND SLOTS, SLOTS SHALL BE 1' WIDE VERTICAL SAW CUTS.
SLOTS SHALL BE PLACED AT 90 INTERVALS AROUND THE PIPE (4
SLOTS). SLOTS SHALL BE 6' LONG. ONE SET OF SLOTS SHALL. BE
SEPARATED FROM THE SET BY 4' OF SOLID PIPE. THE NUMBER OF
SETS OF SLOTS SHAT BE THE DEPTH OF BASIN MINUS ONE.
2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH
SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO
AVALA .E SUPPLY. IF MULTIPLE TARPS ARE USED TO EXTEND
PROTECTION TO BACK OF SLOPE THEN TARPS SHALL BE
OVERLAPPED AT LEAST 12. UPSTREAM TARP SHALL OVERLAP
DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY
SILVER TARPAULINS FOR SUN RESISTANCE.
3. BASIN SHAUL BE CLEANED OUT WHEN 1/2 FULL.
CUSTOM BASIN DETAIL
NOT TO SCALE
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT CN SITE
2--S- STONE TO BE USED
EXISTING (SUR(,E STONE CR RAILROAD
ROADWAY 6ALLASE)-
5114
S
I. PUT SILT FENCE OR TREE PROTECTION
FENCE UP TO ENSURE CONSTRUCTION
ENTRANCE 15 USED.
2. IF CONSTRUCTION ON THE SITES ARE
SUCH THAT THE MUD IS NOT REMOVED
25' OR WIDTH OF BY THE VEHICLE TRAVEL- ING OVER
PROPOSED STREET, THE STONE, THEN THE TIRES OF THE
WHICHEVER IS VEHICLES MUST BE WASHED BEFORE
GREATER ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL
MUD AND DEBRIS ON TO THE PUBLIC
ROAD, THE GOVERNING AUTHORITY WILL
CLEAN THE AREA AND INVOICE THE
FINANCIALLY RESPONSIBLE PERSON AS
INDI CATED ON THE FINANCIAL
RESPONSIBIUTY FORM.
35' MIN. 15' WIN. NEW CONSTRUCTION
FASTING ROADWAY
jP12' WIN.
6- WIN.
REO
FADRIC UNDER STONE
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
EROSION CONTROL NARRATIVE
BRiCk" FOREST WWIP SITE AND EFFLUENT CUTFALL CONSISTS O 1.85 ACRES OL row OSTRBED AREA. THE TOTAL
DSNRBED AREA AT ANYIWE WILL LNELY NOT BE MIS AMOUNT BASED ON THE SEQUENCE OR CTE-0 AND GRUBSN4 PIPE
INSTALLATION A.D AECMG AND NAOWNGME PROECT AREA EATENDS FROM THE SCUTERN MOST CUL-OE-SAC N THE
PNYOSED BRCHTOM FOREST SAON90N 10 A GRADED AREA FOR THE WMP AND MEN DOWNSOPE - TE EFFLUENT
GRAVITY SEWER TO MIDOECREEN. THE CLLARNG WETS ARE SHOWN ON THE PLANS FOR ME WARP SITE OIADMC. ACCESS
ROM GRADWRG NN [!RUNT DI TYALI. AT FENCE SHALL BE PLACTO ALONG ME OEANARC L-M TCE DRAWS AT THE SET
FENCE SHALL DRARN THE STE TO CUSTOM BASINS AT LOCATIONS SHOWN ON ME PLANS. ME CONSTRUCTON PWDNCE SHALL BE
FOLO"EO TO ENSURE MAT ALL PROJECT SEDRERT IS RETAINED ON THIS SITE WM EROSION CONTROL DENIES SHOWN ON
VISE PLANSEXTREME CARE SHALL BE USED AROUND EXISTING DRAINAGE WAYS AND STREAMCROSSNGS ADDITIONAL EROSION
CONTROL MEASURES MAY BE REOIRED BY MENGINQR OR THE WANE COMFY COIPRVATON ENCnEER V
WNNANTED.DS-FO AREAS 9M11 BE PROVSED WITH GROUND COVER WREN IS WORx3NC DAYS OR M CALENDAR OATS,
WHOEVER IS SRRTM, APFDCENT TO RESTRMN ER090N A GROUND COVER SUFTI RENT TO RESMAN ER090R MUST BE
PLANTED WITH IS DAYS ON MAT POIIC OF THE TRACT UPON WNAN "THEN ACn`.E [CNSTRUCnOM IS NOT BONG
LNOERTFNDI. THE CONTRACTOR SNNL MAWITAH A COPY OF ME APPROVED ER09OMCONTROL PEHVAT AND PLAN O15TE AT
ALL VIES
1. ALL COMSTRUCTICN SHALL BE N ACCORDANCE WIN CUEENT SOWN Or FUDUAY-VARNA AND WANE CDINFY STAMOAR05 NNO
SPECIFICATIONS
1 THE CONTRACTOR SHALL YEPoFT ME LOCATION OF ALL WSINC UNDERCROMO UnunES PRIOR TO BEOraNG CONSTRJCTIOK
1 MS SITE IS NOT LOCATED N THE FALLS BAS" 011 SENT CREDI WATERSINED.MOECT LOCATED N MSOLE CREEK
WATERSHED.
A SHE CONTRACTOR SHALL BE RESPONSIBLE FOR MWNT-G OF TEMPORARY SEOAEATATOM AND EROSON CONTROL OENSCXS
SHOWN ON THE APPROVED PLAN
S. RECONNG WATER: MIOOLE CREEK
C DISTURBED AEAT.BSAOES
7. STOIXAING OF EXCESS MATERIALS N WEI1.MO AREAS OR RIPARIAN BUFFER AREAS IS NOT ALLOWED.
1. SHE CTEAWNG WITS ARE LIMITED TO THE PERMMONT AND CONSTRUCTOR EASEMENT DENOTATIONS ON THE PLANS
9. SLOPES BETWEEN WN.I V AND WI V MAY BE ALLOWED N STABRIIID WM KCETAnON NAT REOURES YWWAL
MANTEXARCE S AS WEEPING LOVE CRAB RED FESCUE CR OTHER VARIETY WIN S R.M ONARACTERSnCS TUTS GRASS
NOT ALLOWED. SLOPES STEEPLY MM ]AI V MAY BE ALLOWED E SIALWl1ED WITH PERMANENT SORE AETTNTOI DEMCES
10. STANDING WATER AREAS 94ALL BE RE-GRADED AND/OR CATON BALI INSTALLED TO CORRECT ORANACE MODEMS
It. CUSTOM BASINS ARE TO BE FLAI;Op IN THE FIELD AND THE LOURON INSPECTED BY ME ENITNQA PROM TO
C(iNSTRUCMIN. 04ONCER WILL CONFIRM NO SPECIMEN TREES ARE IMPACTED BY THE CUSTOM BASINS.
I1. BF, STE CEARNG OR GRADING INSTALL TREE M TICWCN RENEE N AL AREAS WNERE EASING VTMTATa IS TO
REMAIN . ONCE NSTALLED CONTRACTOR TO CALL ENGINEER FIRE NSPECT%N TO CERTIFY INSTALLED PER THE RIMS AND IN ALL
AREAS C04TVXD AS UNDSRUREO BUFFER AND LANDSCAPE BUFFER.
CONSTRUC11ON SEQUENCE
1. OBTAIN A OIADNG PERMIT MOM THE WANE COUNTY IMS'ECMN DEPARTMENT.
1 INSTALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON M PANS. CLAN ONLY AS NECESSARY TO INSTALL THESE
DEVICES
1 CALL WARE COWFY ENVIRONMENTAL SEANCES At $56-1100 FOR OM-STE NPECTION BY CONSERVATION [MONGER. P
APPROVED. BEON CLEARING AN() GRUBBING OF PROJECT.
A. M.WTAH DEVICES AS NEEDED. BEON NSTNLATON OF URUMS
S STABILIZE SITE AS AREAS ARE COMPLETED WIN WCEYATg1 PER SREQDCAn-S.
6 WEN CONSTRUCTOR IS COMPLETE AND ALL AREAS AE SIABRJZ D COMPLETELY. CAL FOR AN INSPECTION BY
ORRA-A ENC M
7. W SS R APPROVE. REMOVE TEMPORARY OVCI9 S. SLT FDROW ITC AO SEED CUT BAS A EAS.& WIEN VEGETATION
HAS BECOME tsTABUSNEO. CALL FOR A FINAL NPECnCN BY CONSERVATION ENGINEER.
FILTER FABRIC TREATED 2'X4' POSTS SPACED
WITH WIRE FENCING AT 10 FF. WITHOUT WIRE _
1 FENCING AND 6 FT. (MAX.)
WITH WIRE FENCING. /
4'x4' TRENCH BACKRLLED
AND COMPACTED AFTER
CEOTEXTILE FABRIC INSTALLER.

FlOY1 ?iIT J F F t?l?
{li F
b, II ? Z
EXTEND FABRIC AND
WIRE INTO TRENCH
NOTES:
1. SILT FENCES SHALL BE INSTALLED AS SHOWN ON THE
PLANS OR WHERE DIRECTED BY THE ENGINEER TO
CONTROL EROSION.
2. REMOVE SEDIMENT PERIODICALLY. REPAIR ANY
UNDERMINING IMMEDIATELY.
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
nE!A
1WG(i FINAL DRAWING E
(NOT RELEASED FOR CONSTRUCTION ifcD
EL C 6V
:P
No. P, vkinn Date By [-- - ill
M W.R ARIER BRIGHTON FOREST WITHERS & RAVENEL
WASTEWATER TREATMENT PLANT EROSION CONTROL DETAILS ENGINEERS I PLANNERS I SURVEYORS 15
M?bM ° A
,,,,W p?? ra.,n pr Cry. NORM [?d.u ll SRR M h. N9+6I600A ..w.RNnvawM,o.
-a
V-0' D.C.
MIN.
?l'?1?111'1
AUG 2 5 2005
By: Soil d Environmental Consultants, PA
Y
Ecowstem..-
Z
PROGRAM
August 23, 2005
Scan Clark
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Brighton Forest
County: Wake
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 404/401/CAMA 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 may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0.40 0 0 0 0 300 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount 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].
3 incerely,
i? . <--J"r^fl1 f
liam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Andrea Wade, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
kmtoriptg... E ... Not-"' Oar State,
??n
MUM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
OFWATF9
bwa):,
NC
Mr. Neil Matthews
FMRK, LLC
1000 St. Albans Drive, Suite 400
Raleigh, North Carolina 27609
Dear Mr. Matthews:
Z C,"
-- 0 8 C3 c C- r2 w. -c 3
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division or Watcr Quality
August 11, 2005
SUBJECT: Authorization to Construct
ATC No. 06615OA01
FMRK, LLC
Brighton Forest WWTP
Wake County
A letter of request for Authorization to Construct was received on June 9, 2005 by the
Division, and final plans and specifications for the subject project have been reviewed and found
to be satisfactory. Authorization is hereby granted for the construction of 0.117 MGD Brighton
Forest Wastewater Treatment Plant, with discharge of treated wastewater into the Middle Creek
in the Neuse River Basin. ,
This authorization results in no increase in design or permitted capacity and is awarded
for the construction of the following specific modifications:
Construction ofa new 117,000 gpd extended aeration package and tertiary WWTP
including a 200 gpm influent pump station, two train carbon steel package treatment plant with
equalization basin, sludge holding basin, aeration basin, and hopper bottom clarifiers, tertiary
filters, and a UV disinfection system, in conformity with the project plan, specifications, and
other supporting data subsequently filed and approved by the Department of Environment and
Natural Resources.
This Authorization to Construct is issued in accordance with Part III, Paragraph A of
NPDES Permit No. N00066150 issued October 8, 2003, and shall be subject to revocation
unless the wastewater treatment facilities are constructed in accordance with the conditions and
limitations specified in Permit No. N00066150.
The sludge generated from these treatment facilities must be disposed of in accordance
with G.S. 143-215.1 and in a manner approved by the North Carolina Division of Water Quality.
In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may
be required by this Division, such as the construction of additional or replacement wastewater
treatment or disposal facilities. N`otthcarolina
JI alarnllil
N'oith Carolina Division of Water Quality 1617 Nlail Service Center Raleigh. NC 27699-1617 Phone [phone]: Customer Scn ice
Internet. h2o.cm.state.nc.us 512 N. Salisbury St. Raleigh. NC: 27604 FAX [phone]
An Equal Opportunity!Alfirmalive Action Employer - 50% Recycledll0.4 Post Consumer Paper //
Mr. Neil Matthews
August 11, 2005
Page 2
The Raleigh Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an on site
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the NPDES Permit, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to Cecil G. Madden, Jr., P.E.,
Construction Grants & Loans, DWQ / DENR, 1633 Mail Service Center, Raleigh, NC 27699-
1633.
Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the
wastewater treatment facilities. The operator must hold a certificate of the type and grade at
least equivalent to or greater than the classification assigned to the wastewater treatment
facilities by the Certification Commission.
The Permittee must also employ a certified back-up operator of the appropriate type and
grade to comply with the conditions of T15A:8G.0202. The ORC of the facility must visit each
Class I facility at least weekly and each Class II, III and IV facility at least daily, excluding
weekends and holidays, must properly manage the facility, must document daily operation and
maintenance of the facility, and must comply with all other conditions of T15A:8G.0202.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the facility.
During the construction of the proposed additions/modifications, the permittee shall
continue to properly maintain and operate the existing wastewater treatment facilities at all times,
and in such a manner, as necessary to comply with the effluent limits specified in the NPDES
Permit.
You are reminded that it is mandatory for the project to be constructed in accordance
with the North Carolina Sedimentation Pollution Control Act, and, when applicable, the North
Carolina Dam Safety Act. In addition, the specifications must clearly state what the contractor's
responsibilities shall be in complying with these Acts.
Failure to abide by the requirements contained in this Authorization to Construct may
subject the Permittee to an enforcement action by the Division of Water Quality in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from
complying with any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
Mr. Neil Matthews
August 11, 2005
Page 3
One (1) set of approved plans and specifications is being forwarded to you. If you have
any questions or need additional information, please contact Cecil G. Madden, Jr., P.E. at
telephone number [phone].
Sincerely,/
_?/./..rte // [? • /
Alan W. Klimek, P.E. j
ID:cgm
cc: Michael Wicker, P.E. - Wither & Ravcnel, Cary
Wake County Health Department
DWQ Raleigh Regional Office, Surface Water Protection
Technical Assistance and Certification Unit
Daniel Blaisdell, P.E.
Point Source Branch, NPDES Program
Cecil G. Madden, Jr., P.E.
Ishwar Dcvkota, P.E.
A to C File
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 28, 2005
Mr. Tommy Fonville
Community Properties
1000 St. Albans Drive, Suite 400
Raleigh, NC 27607
Subject Property: Brighton Forest Subdivision
Ut to Middle Creek [030402, 27-43-15-(4), C, NSW]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Fonville:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-1701
Wake County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.34 acres of wetland, 343 linear feet of stream (249 LF feet perennial, 72 LF
intermittent and 22 LF perennial-temporary impacts) and 31,705 square feet (ft) of protected riparian
buffers (18,157 square feet Zone 1, and 13,548 square feet Zone 2) for the purpose of constructing roads
and utility infrastructure within the proposed residential subdivision at the subject property, as described
within your application dated September 6, 2005 and received by the N.C. Division of Water Quality
(DWQ) on September 6, 2005, with additional information received by the DWQ on October 18, 2005.
After reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3402 and 3374 (GC3402 and GC3374). These Certification(s) allow you to use
Nationwide Permit(s) 12 and 39 when issued by the US Army Corps of Engineers (USACE). This letter
shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per
15A NCAC 2B .0233. 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, and Non-discharge 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 CAMA 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.
Conditions of Certification:
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:
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetiands
'I
6ERR
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Community Properties ?
Page 2 of 3
October 28, 2005
Impact To: Amount Approved Units Plan Location or Reference
Stream 249 LF perennial PCN page 3 and 4 of 9
Stream 72 LF intermittent PCN page 3 and 4 of 9
Stream 22 LF perennial - temporary PCN page 3 and 4 of 9
404/CAMA Wetlands 0.34 acres) PCN a e 4 of 9
Zone 1 TPBR Buffer Impacts 18, 157 (square feet PCN page 8 of 9
Zone 2 TPBR Buffer Impacts 13, 548 (square feet PCN page 8 of 9
Sediment and Erosion Control:
2. 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 Manual.
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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. 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 404/401Permit Application. 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. 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. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section.0500;
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
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
Community Properties
Page 3 of 3
October 28, 2005
web site at http://h2o.enr.state.ne.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
7. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES
General stormwater permit (NCGO10000) administered by DWQ is automatically issued to the
project. This General Permit allows stormwater to be discharged during land disturbing construction
activities as stipulated by conditions in the permit. If your project is covered by this permit
[applicable to construction projects that disturb one (1) or more acres], full compliance with permit
conditions including the sedimentation control plan, self-monitoring, record keeping and reporting
requirements are required. A copy of this permit and monitoring report forms may be found at
http://h2o.enr..vtate.»c.us/su/Fornts Documents.htm.;
8. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-
established or, if the pipes installed in a perched manner, the pipes shall be removed and re-installed
correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream up
or down stream of the culvert(s). Existing stream dimensions (including the cross section dimensions,
pattern and longitudinal profile) shall be maintained above and below locations of each culvert.
Therefore, you must provide plans with adequate details that indicate that the current stability of the
stream will be maintained or enhanced. You must receive written approval from this Office for the
above plans before the culvert(s) is installed. Culvert(s) must be installed according to approved plans.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20
percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow
passage of water and aquatic life. Design and placement of culverts and other structures including
temporary erosion control measures shall not be conducted in a manner that may result in dis-
equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be maintained if
requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques must
be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is necessary, it
shall not be placed in the stream bed, unless specifically approved by the Division of Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the 401/Wetlands
Community Properties
Page 4 of 3
October 28, 2005
Unit of the NC Division of Water Quality upon completion of the project. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the
Certificate of Completion form.
9. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may
be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require
additional approval from this Office.
Certificate of Completion:
10. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650.
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 Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
Alan W. Klimek, P.E.
AWK/Um
Enclosures: GC 3374 and GC 3402
Certificate of Completion
Community Properties
Page 5 of 3
October 28, 2005
cc: USACE Raleigh Regulatory Field Office
Mike Horan, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Sean Clark, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 051701 BrightonForestS D(Wake)401+NBR
Ecosystem_ r-91;J
PROGRAM
RECEIPT
Tommy Fonville
Community Properties
1000 St. Albans Drive, Suite 400
Raleigh, NC 27607
Project: Brighton Forest Subdivision County: Wake
F
1,11Q?-?ro?
January 11, 2006 1 7 2006
DWQ #: 05-1701
COE #: 200520292 Dtn,< - ;'WATER QUALI i
The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $19,684.50, check
number 0007557, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification and/or US
Army Corps of Engineers 404 and/or Division of Coastal Management CAMA permit(s) issued for the above referenced
project. This receipt serves as notification that the compensatory mitigation requirements accepted by NC EEP for this
project have been satisfied. Please note that you must also comply with all other conditions of the certification/permit(s)
including any additional mitigation conditions not accepted by NC EEP and any other state; federal or local government
permits or authorization associated with this activity.
The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible and agrees to provide the
compensatory mitigation requirements as indicated in the table below. The mitigation will be performed in accordance with
the Memorandum of Understanding between the NC Department of Environment and Natural Resources and the US Army
Corps of Engineers dated November 4, 1998.
Wetlands (credits) Stream (credits)
River Basin Cataloging
Unit
Riparian
Non-
Coastal
Cold
Cool
Warm Buffer
(sq. ft.)
Riparian Marsh
Neuse 03020200 0.66 0 0 0 0 0 0
The balance of the required mitigation, 498 linear feet of warm steam will be provided per the Memorandum of Agreement
between Division of Water Quality, Department of Environment and Natural Resources, Ecosystem Enhancement Program
and Heritage Wake Forest, Inc. signed December 8, 2000.
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
ercly,
ZZ. .9 . ?? 11
Gilmore, PE ?
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
Andrew Ammons, Ammons Development Group
R.P?StO{' ? File. ? d ... Pro t", Olf.Y .jt-GLtPi NC??n
DENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
Transmittal
To: DOQ
Mo . N l r i
E al ocaLkee 010.. e ?rte
Project #: L_?)` Date: VD1 15 Q
Project Name: ?f t o, 4tn O(P_S,'
e rl D File:
We Transmit to you Herewith:
Drawings [? For your information and files
? Specifications ? For comment or approval
? Brochures or photos ? Returned for correction, resubmit
? Correspondence ? Approved as noted
? As per your request
-tnder-Sc =te-eover.-
D l5 ?? [I
BY exPri
O C T 1 3 2005 '
DENR - WATER QUALITY
No. Copies Document No. Date Description

Remarks:
If enclosures are not as listed as above, kindly notify us at once.
By.
Charlotte Off-ice:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
1:,.. n11.11 ??n_o.rru
Greensboro Office:
3817-E Lawndae Drive
Greensboro, NC 27455
Phone:. [phone]
Fn.'. 0161 5an-R?15
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(1) ALL LAND DSRARNC KRWgS SHALL RE CONDUCRO IN ACCCWDANU NM WANE Cp TT
g _ .. - S0. CROSOx MO Apuaplgx CONTROL SrwHOUmS ANO PRACeUS
/ 111 M AMrR.ErM SHN.L BE REVMSYR[ FOR MNNTNNYC ALL rzMPM
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(1) ALL AREAS DSNRBED OURINC CCNSm RCN SHALL BE STABILIZED MM IEMVMARY YEDNC
4 f. I 02 - AND MA,N NFYH 15 YMWNC OAR FUIONNC CPHNEnM OF CR O KITHANENT
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I YEMG, NA[rweO AND QaRHD COVER SNAIL BE APNI[O N M SR FOLLOWING
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MHY NR WTA 0 "THIN THE STE KAS H[S TO CCNAS THAT SAT DOES NOT ENTER RR MY F EI
SEDIMENT STREAM
aABL_IkO BLEM[ M PROACT IS n[lLAY01aYNHEL[O.NTY 0.[uH DE ADVENT MHO
1 1
PHASE _A ?' \ :• I (6) RHA ARY SET FEND MAY RC AEADNED TO K NSl-EO N AR[AS WHTRE St-T BASINS
TTABI3SHEOMAUO, AND YF1RD. TIC SIT ftNCE SHALL MMw N M AU NH R
NAME '• ,,.. ? '._..,. P _ _ _ BEEN ICNOIAO.
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(1) Mac ASE MD DEVMARD LA,REAS L BE FOR BORROW D pi-SIR WASTE M
NO BORRTors aw EXCESS T?SCIL M
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. OR MAONC
Kn.iY SHAH OC[IA pIRUE M OESMARO LIMITS OF CONS11CIKIN
( B) 0MQ n+LN9F.fldlB2S THERE SHALL BE FD n1NHC M M [RECnM OF PEMANMT
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ALLCDNSTRUCTION SNAEL BE IN ACCCN[1ANCE U L hs"'ti yIN 4 - / 1 "". w rNR ?.x>
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ORDINANCE AND NCDOT STANDARDS B SKCNICIATIONS Q - - W-N
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78 o°• ?L 4 i [R Sc I' Bo'
Oa l ALE.
roe 5p' Sorel Ma
Revision Date B BRIGHTON FOREST GRADING STORM DRAINAGE WITHERS &- RAVENEL
M..REY i ?
AND EROSION CONTROL PLAN __.__ENGINEERS I PLANNERS I SURVEYORS
__ M: 1 1> l pore [Ny. xo,Y,Cad..l)SHT MRI'WY3)q hY.N W1iJ.N ,.•r.d?v,end vA
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CI 82 1 ; - G dap F Z?? ''/ °r e° ° ?„ x.w, a as a w9: :e o mm L.vl. a`ol
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79 - I) A•sN 0.70 010 1160 In, ]6 18 1 10 J.0
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A - II :? ?
STORM DRAINAGE OUTLET PROTECTION SCHEDULE
T OUTLET VELOCITY PIPE AP RON DIME NSIONS RIP RAP STONE
NUMBER VIO WrIEF WIDTH WDTH LENGTH DEPTH TYPE SIZE. 150
FES 02 8.9 36' RCP J-0' 9-0' 18-0' 22' CLASS D 13-
F ES 04 85 30' RCP 1-6' 7-6' 15'-0' 22' CLASS D IB'
HW 02 4.7 48' RCP 4'-0' 12-0' 2i-0' 22' CLASS B 9'
Hw 4 J 4 2.45' RCP 4-0' 12 0' 24'- 0' 22' CLASS B 6'
Hw 06 ].I 42' RCP 3'-6' 1D- 6' 2V-0- 12' CLASS 8 6'
Hw OB 4.3 2.54' RCP 4'-0' 12-0' 27'-0' 12' CLASS8 9'
S S $
d x - ' 1 '. 1 II, z b ;N r NOTE: Proide IpDric IJlr uldelnspec Fed os M',pl' I40N a appoM eRNd
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RS a1• 7` 117 -?^'1 y s1?.V. J ^ \ 1
S 1 \ Z r 1 4 V' 46 ALL TEMPORARY DITCH LNNCS SHALL
;,ys 21 z' 4 YFE 316 L I $9 I 1 ,1 AY', i1 -;u - BE CURLED WOOD MAT WIN S-EnC NET.
^? ?? 3 , 1 • I , ?' I ALL RERN DITCH LNNC$ SHALL UIE
_ ,.?, I ?, ?. N. I a"N•"1.,./ [IwAN.1t 7020 1010 OR AvARp1F0 EW4.
sE A(MH' Z2 BI '. 'i I ?? , ,Z Ni 1 ¢ s / •? -
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- 1 EROSION CONTROL LEGEND
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k / 98 I ' S J98 `
>>>>>> TEMPORARY DIVERS4N
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l^? N 71 1 = I R1 I % RIP RIP CHANNEI/O159PAIgi
PERMANENT SWALE LINING
?? ?.. 97 n $a 'elEe EUrurt ??E'
TEMPORARY SWALE LINING
GRAVEL CONSTRUCTION ENTRANCE
"? `•, ' ? `, ? _\\ '•„'r. -L ? ?' ; F y I 1 m ? UN7FF 'T III °2
87 Le4 .
96 ii- E
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SEDINE.T < Ii _ .r Ob 1 u? -I(rrpCAl) { 1 026977
R
2 - r,` NOT APPR ' )INSTRUCTION
?95 4
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i .. x?x' I . ? )?; ? 7 .;?? •; ?. ?? - so o w 110
SCALE 1' • 60
NO. Re ki- Dare B o.,o., k,N SMn r
GRADING STORM DRAINAGE WITHERS RAVENEL
NEC oe of es
" BRIGHTON FOREST 7 7
u....ef. Aar... ENGINEERS I PLANNERS I SURVEYORS
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01
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STORM DRAIN TABLE
I r
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?OJ _ n, ?_ ? 1' ?? v I >r!!, vv CULVERT 3
-
' p ?•. 1 A W 1,.4 CULVERT 116
,? I I
111 ? ? ? 17 ??? v 4
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A 1
0 \ I :%
cw.vERr 12
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a
.,
R ., ,- ? I ? l I I A
Lg41rem1
Node t-
N de Uwvn
(I) 010
(l) 025
("11) Sue L.;=o hel
ELZIm(I) 1M4 t,-Merl
Ele tmml Slope
1 Rim
EleelanM)
HN 01 HN 02 50 5689 6453 43' 271.50 27100 00101)
HN 03 HN 04 50 204 03 23144 2A43' 313.50 31250 0 0200
-
-
HN 05 HN 06 55 53 49 60.68 42' 27300 272.50 0
055
1
HN 07 HVOB 50 28882 327.62 2x54' 271.00 270.00 OC200
FES01 JB01 44 5687 6451 30 31314 31300 00100
X01 JU 02 60 5687 64.51 36' 31280 31244 00060 32000
JB 02 FES 02 144 5687 64.51 36' 31224 311.35 0.OD62 31940
FES 03 FES 04 116 292 33.12 33' 33900 33800 00086
FES05 FES06 32 2.59 2.94 15' 17230 33200 00094
FES 07 FES 03 32 259 294 15' 33200 33100 00313
FES 09 FES 10 52 324 368 15' 32800 327.00 00192
FES 11 FES 12 43 178 2019 . 18' 32300 32000 00750
FES 13 FES 14 44 5.17 5.86 15' 32800 327903 00227
FES 15 FES 16 82 7.78 883 18' 311.82 311.00 00100
FE517 FE518 37 1`A 2Bd 15' 31200 31100 0C270
fE519 FES 2V q 201 220 15 32900 32800 00250
Q- ? 4D I C -v
S
p???p a ?py??e30 ? egtiR 1 S rE4E
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r? i1 %' LEVEL SPREADER TABLE
OUTLET 0, LENGTH
BASIN 4 2.85 CFS 38'
ALL CONSIAUCTION BULL BE IN TII.Ul ACCORDANCE --- -- } p S' y/?; 1 '_?
NITN CUIRETWIECWN1YfiUBDNILON /-- BASIN BASIN6 0. 11 99 11 41
N A Cf$ IS
ORDIN\NCEAND NCUO75TANDARDS45RClNCUTIONS. ?? 11:3 YI -} BASIN 0.52 CF$ IS'
a BASIN a 17.8 cfs 2s2'
h
EROSION CONTROL LEGEND SEDIMENT
gAgnpS BASIN 9 3.02 CFS 40'
FILTER BASIN / 71 LU 1 BASIN 10 2.72 CFS 36'
BASIN 11 1.68 US 22'
»»» TEMPORARY DIVERSION PRY \ ' ??/ 777 34 ' 0i ?` BASIN 1J 1.68 US 24'
111 BASIN 14 2.55 CFS 34 E
#-1f-k- TEMPORARY 54i FENCE BASIN 15 10.4 US 136'
.?, ?OB? •' '? 6 ?? 1 BASIN 16 1.94 CFS 26' ?0
O RIP RAP CHANNEL/D159PATOR \\I 35 PRE.>JARY
PERMANENT SCALE LINING 1 9A•\?o4? 'F Nr'? - / 026377 J f
NOT APPR?f(4WiOANSTRUC110N
TEMPORARY SCALE LINING 1 ?,? / `? i•.' :? '?, \ I CR ?, (Q"O
1\ y0 . l 7.,,,, ,y NN a ,;? v 1 1
a GRAVEL CONSTRUCTION ENTRANC
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A
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5r - 1 4 r 36- .) 38 SCALE: 1- 60'
No- Revision Date B ?w >?
BRIGHTON FOREST GRADING, STORM DRAINAGE WITHERS RAVENEL 8
?? °?Ce 01f AND EROSION CONTROL PLAN ENGINEERS I PIANN ERS 1 SURVEYORS
I__ '.2i ? ..u.Pxe Car. WiJ.Cawutrtir H I?eMAlftl d. 11M6IN?11 .x..HnvaeM mw
TEMPORARY
Q yirx ,r. rmKU / v
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N'llll
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pi, ,aYd a. / \ {.' I MIN
ORDLNANCE AND NCDOT STANDAKIS A NECIEK.lATNJNS.
0 : ao,e pw
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I pir n, owa
p la osr ,J---
t ,r p,r ?.
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o t am Iw p/,?'YXDwENi '\• ?y ,/ / )))))) TEMPORARY DIVERSION
r t on ,Att 1s ou / \\2 Y? BASIN ?6 Om w`,'^ TEMPORARY SILT FENCE
pa r
SPKAOER
1w / ; RIP RAP CNANNEL/DISSIPAIpt
1 sit `p w.r cm
w r fj.
1 1a I?eaw cup '
Y, } `. • PERMANENT SWALE LINING
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1 ,a „J,6ioN - -"
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v ew en onirp for o1s - -. O \\\ ; •, .. / TEMPORARY SWALE LINING
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0 41
1 ta
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` I / \ / 1RK SWALE LABEL
47
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p,l 1w p..._ per
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NOT APPR NSTRUCTION
p ; ^
1 p; -
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? SCALE: 1' - BO'
Kr"'p a.
BRIGHTON FOREST GRADING STORM DRAINAGE WITHERS & RAVENEL
c??,rEC ??cem ps ENGINEERS I PLANNERS I SURVEYORS
AND EROSION CONTROL PLAN 9
?jr :$119 ? II, w[a,u pw VY. HOM(+aLa 11111 M. 11W91JW >elfMriWe ?xtirrva.awlmn
0
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
October 13, 2005
S&EC Project # 1415.w1
DWQ Project #05-1701
Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's September 26, 2005 letter requesting further
information for the proposed Brighton Forest Subdivision, Wake County, North Carolina
Dear Ms. Karoly:
This letter is in response to your letter dated September 26, 2005, which requested that we send
additional information indicating diffuse flow provision measures. The attached maps and
worksheets show the diffuse flow devices proposed for the initial phases of the project. The
engineer is aware that the devices are required for the entire project but the details for the later
phases have not been finalized. The engineer is willing to submit the design of the devices
including worksheets to your office prior to beginning the subsequent phase. We therefore
request that you issue a 401/Neuse Buffer approval of the entire site with the condition that
diffuse flow information be submitted to you prior to beginning any additional phases.
Please call if you have any questions or require further explanation.
Sincerely,
Sean Clark
Attachments: 1) Level Spreader Worksheets
2) Pertinent Maps for initial phases
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E gawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
DWQ Project No. t)5 -1-1b i
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the folowing information):
Project Name: -139, titn9Ton1 FOREST Su90iu15104
Contact Person: Teo &P,601-6 Phone Number. (M) 53S -6110
Level Spreader ID:. 3AsiN 9-
Level Spreader Length 300 ft.
Drainage Area 0. Col. ac.
Impervious Area 0.40 ac.
Maximum Filter Strip/Buffer Slope (,'6 %
grass
Max. Discharge from a 10 Year Storm 2-05 cfs
Max. Discharge to Level Spreader z -As cfs
Filter Strip/Buffer Vegetation F. I - S 1": 9
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcovcr)
Pre-treatment or Bypass Method ti A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, affach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shoyAng all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
£L Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (f applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. o,5-1-701
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: 3RIC,Nl-ca FoR6s-r SuBDIOIS104
Contact Person: T's o G e E D E Phone Number.
Level Spreader ID: _ B AS IN $
Level Spreader Length 41 ft.
Drainage Area O. *71 ac.
Impervious Area o.4-3 ac.
Maximum Filter Strip/Buffer Slope (x,45 %
grass
Max. Discharge from a 10 Year Storm 3 ,11 cfs
Max. Discharge to Level Spreader 3.1 cis
Filter Strip/Buffer Vegetation 6, Ike S+,;e
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 6% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method All A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
?L Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
7-No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
vAth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
D1NQ project No. 0 5 -17 D 1
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name: 3sti-KTOni AR 6sr SugDiVrsfolV
Contact Person: '1'£D a EOl. E Phone Number.
Level Spreader ID:. B Rs m (.,
Level Spreader Length is ft.
Drainage Area 0.7-3 ac.
Impervious Area 0.1+ ac.
Maximum Filter Strip/Buffer Slope &;X %
grass
Max. Discharge from a 10 Year Storm 6 .9 9 cfs
Max. Discharge to Level Spreader 6.91 cfs
Filter Strip/Buffer Vegetation F:1 kr- Sfr; o
(perpendicular to flow)
(on-site and off-site drainage to ft level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method AJ A
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. Ita
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
7 f G Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent fitter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 11b 1
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name: aQruKTOM FoRSST_ SVBDIVrS/d/J
Contact Person: T d e r l-e_ Phone Number. L 71 Y) 53 5- 5! 9 b
Level Spreader ID:. a 0"'4, 7
Level Spreader Length 15
Drainage Area 6.17-
Impervious Area 0.
0 3
Maximum Filter StriplBuffer Slope Co
grass
Max. Discharge from a 10 Year Storm 6.52
Max. Discharge to Level Spreader a1.6 Z.
Filter Strip/Buffer Vegetation kW !;
_ ft. (perpendicular to flow)
_ as (on-site and off-site drainage to the level spreader)
_ ac. (on-site and off-site drainage to the level spreader)
_ % (6% for forested, leaf littler cover, B% for thick ground cover)'
_ cfs
cfs
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stonnwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
x?G Pre-Form Scour Holes are on flat slopes only
:t !=L No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. o!5 -no I
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following
Project Name : 8 R% G A TW J Fo A E5T
Contact Person: -_._1-e G.-e 1 c
Level Spreader ID:.
i3gs; ?,, g
Level Spreader Length 7-37- ft.
Drainage Area -T.13 ac.
Impervious Area 2.4 4 ac.
Maximum Filter Strip/Buffer Slope [e %
grass
Max. Discharge from a 10 Year Storm 11-2) cfs
Max. Discharge to Level Spreader 117 . S cfs
Filter Strip/Buffer Vegetation S 1V ; e -
Pre-treatment or Bypass Method t r f {}
II. REQUIRED ITEMS CHECKLIST
5 v $Divi S hOA)
Phone Number. (717'
d
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package V41 result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
y 1: e- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
yE Pre-Form Scour Holes are on flat slopes only
y f_G No structures are located In protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 6 6 -1-101
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: 3r(i4HTDrJ Fo2657 SU13D1V1SJ6nl
Contact Person: TE 0 G2 G G L E Phone Number. (1! 1) S 35 - ! QO
Level Spreader ID:. U&s;h 9
Level Spreader Length 40 ft.
Drainage Area p,7 p ac.
Impervious Area v. (,d ac.
Maximum Filter StriplBuffer Slope b %
grass
Max. Discharge from a 10 Year Storm 3.6L cfs
Max. Discharge to Level Spreader 3.02- cis
Filter Strip/Buffer Vegetation F0 ! &.1- sf-r 'A
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)"
(thick ground cover or grass, canopied forest with leaf litter
groundoover)
Pre-treatment or Bypass Method N /R
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. 11 a
requirement has not been met, attach an explanation of why. At a minimum, a complete stonnwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
A icants Initials
Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per of$ in canopied forest with leaf
litter.
??- Pre-Form Scour Holes are on flat slopes only
YEL No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair,
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 05 -1-701
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Se, t4HT-oh/ F-oRE5-1- Sur3D/V/51e/j
Contact Person: TED G R 6DI-E Phone Number. (?19) S % S S/ 90
Level Spreader ID:. 514sinl /0
Level Spreader Length 3.- ft.
Drainage Area 0. U3 a^-
Impervious Area D . 'f ac.
Maximum Filter Strouffer Slope to %
grass
Max. Discharge from a 10 Year Storm z • 7 Z cfs
Max. Discharge to Level Spreader 2-77- cfs
Filter StripBufferVegetation /ftX-S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf Etter
groundcover)
Pre-treatment or Bypass Method AJ A-
II. REQUIRED ITELIS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BLIP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
i^ L Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per efs in canopied forest with leaf
litter.
??- Pre-Form Scour Holes are on flat slopes only
L No structures are located In protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 6 5 -no l
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : B R ?= u ?n1 Fo 2 ES7- S u g pl y f S r olrl
Contact Person: ED GR E 0 L E Phone Number: (111) 535 -515 D
Level Spreader ID:. 134.5 rN 11
Level Spreader Length 2 Z ft.
Drainage Area ac.
Impervious Area O.3? ac.
Maximum Filter Strip/Buffer Slope FA %
grass
Max. Discharge from a 10 Year Storm t . L $ cfs
Max. Discharge to Level Spreader l . V $ cfs
Filter StriplBuffer'Vegetation F, 11
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method A) / A
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the followng design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
A licants Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Soour Holes are on flat slopes only
.?f No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
vath thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected butter area.
DWQ Project No. b 5 -1"7 1
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the followirn
Project Name : _ _ a? I L+t? TbnJ ro Q ES'
Contact Person: -LEO e-Q E o LE
Level Spreader ID:. 3"/N 13
Level Spreader Length 2A ft.
Drainage Area 6.31 ac.
Impervious Area 0.7,1 ac.
Maximum Filter Strip/Buffer Slope C, %,
grass
Max. Discharge from a 10 Year Storm I . L 8 cfs
Max. Discharge to Level Spreader • u $ cfs
Filter Strip/Buffer Vegetation F? I h-r 5+'"
Pre-treatment or Bypass Method ?--
It. REQUIRED ITEMS CHECKLIST
information):
Sug010510
- Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf Utter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and main tonance agreement An incomplete submittal package W11 result in a request for .
additional information and 011 substantially delay final review and approval of the project.
Applicants Initials
y fL Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
utter.
_ 7f- G Pre-Form Scour Holes are on fiat slopes only
I 1-L No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. D 5 -1-70 1
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: 9A 14Hro^t Fat Esr SVZD/V1 S1o 4
Contact Person: 7-rD 6R EQ1- E Phone Number. (ill) 535
Level Spreader ID:. i 4sm I +
Level Spreader Length '3+ ft.
Drainage Area 6. 59 ac.
Impervious Area 0.59 ac.
Maximum Filter Strip/Buffer Slope L %
grass
Max. Discharge from a 10 Year Storm ;L SS cfs
Max. Discharge to Level Spreader 2 ..5!5 cis
Filter StripiBufferVegetation _6/ltr 5+r i!e
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundoover)
Pre-treatment or Bypass Method Al JA
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum; a complete stormwater management plan submittal includes
a vmrksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
LG Pre-Form Scour Holes are on flat slopes only
,? 9- r- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 05-1701
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: ___13R1411TV.J FoRSUB p1YrS10n1
Contact Person: -'F F_ 0 rlR E O L 6 Phone Number. f 9191 53 5 - Sl ?'o
Level Spreader ID:. 94slij 16
Level Spreader Length 13 to ft. (perpendicular to flow)
Drainage Area 2-41 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.17- ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope (. % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 10.4 cis
Max. Discharge to Level Spreader 11614 cfs
Filter Strip/Buffer Vegetation F. lam' S? (thick ground cover or grass, canopied forest with leaf fitter
groundcover)
Pre-treatment or Bypass Method A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BLIP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
y fL Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
?1 LG Pre-Form Scour Holes are on flat slopes only
I t~L No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
LA. www.SandEC.com
October 25, 2005
S&EC Project # 1415.vv1
DWQ Project #05-1701
Department of Environment and Natural Resources
Division of Water Quality
Attn: Mr. Ian McMillan
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's Request for a larger map for the Brighton Forest
Subdivision, Wake County, North Carolina
Dear Mr. McMillan:
As per your voicemail message, I have attached a large overall map that shows the diffuse flow
devices within the initial phases of the proposed residential development. Please note that the
DWQ worksheets that correspond to these devices were provided in our last transmittal. The
specifics of the later phases of the development have not been completed so diffuse flow devices
have not been designed, however they will be prior to beginning each phase. As requested in the
previous letter, please issue the 401/buffer compliance with the condition that subsequent phases
will not begin prior to submitting diffuse flow information to your office.
Please call if you have any questions or require further explanation.
Sincerely, V/J?
can Clark
Attachments: 1) Large overall map showing diffuse flow devices within initial phases

Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Vvndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
OF w H f ?90 Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p Y Alan W. Klimek, P.E. Director
Division of Water Quality
September 26, 2005
DWQ Project # 05-1701
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Tommy Fonville
Community Properties
1000 St. Albans Drive, Suite 400
Raleigh, NC 27607
Subject Property: Brighton Forest Subdivision
Ut Middle Creek [030402, 27-43-15-(4), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Fonville:
On September 6, 2005, the Division of Water Quality (DWQ) received your application dated
September 6, 2005, to impact 0.3405 acres of wetlands and 343 feet of streams to construct the
proposed residential subdivision. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below. The DWQ will require
additional information in order to process your application to impact protected wetlands and/or
streams on the subject property. Therefore, unless we receive the additional information
requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H .0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Please indicate the diffuse flow provision measures on the site plan.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
401 Oversight'Express Review Permitting Unit
1650 Mail Senice Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://li2o.enr,state.nc.us'ncwctlan(is
NocthCarolina
Alaturally
An Equal Opportunity/Affirmative Action Employer- 50°6 Recycled/ I0°o Post Consumer Paper
Community Properties
Page 2 of 2
September 26, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
?lpiYt-? ??%turr
CM,?Cj
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051701 BrightonForestD(Wake)On_Hold
Dv;4 # 0511701 Brighton Forest S/D
Subject: DWQ # 05-1701 Brighton Forest S/D
From: Laurie Dennison <[e-mail]>
Date: Mon, 26 Sep 2005 15:25:19 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
05l701BriglitoiiForestSD(Wake)On_Hold.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 9/26/2005 3:27 PM
DWQ# J-coS 1'7 0 1
Plan Detail Incomplete
Date o-1
- -9 1 - lo6_
Who Reviewed: e • ' 0 L_ ?
/Q. IT}IDMISO,
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 21-1.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
8152 090205 Invoice 09/02/05 1415.W1
?D
SF D
P 6 2005
Ii TES JD?ATE TY
STp'V fiQU EjV,%,Cfi
Check Number: 575
Date: 09/02/05 Check Amt: $475.00
Balance Discount Pay Amount
$475.00 $0.00 $475.00
DICK MAZUR
BROKER
307 South Salem Street
Apex, NC 27502
Office: [phone]
Res: [phone]
Fax: [phone]
" - 11 1 1 1 AUS
[e-mail] 1
113
REALTOR'
Amm nS
Pittman
MAC
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z` RIGHT OF WAY LIMITS
~ .I I EDGE OF PAVEMENT
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FEMA/FLOOD HAZARD SOILS NOTES ~r
07
FEMA flood lain on this roperty is shown per FEMA FIRM ~ 37183C0110E,
i~t~ . t i A ~ ~ t r hp3 1992. P doted Mac ,
W k Count os r ulred, Rood studies shall be submitted and approved by a e y eq
` I ~ 1 ~ ~ ,r Then shall be no fllliny or the erection of permanent structures in the
~ ~ ~ 1 1, , ; ~ © f areas of wake count flood hazard soils or federal emergency management enc zones untM o flood stud Is approved b Wake County or femo. ag y Y Y
~ r ~
0 o DuNdh ermlt for lob marked with an the builder may Befan acquiring g P need to obtain o flood hazard area uee permit Iron wake County Environmental
servfoee, The twNder a engineer, architect and/or surveyor oa opproprbte) must
certify that aN flood hazard requirements are met. tMre be no fNl or the erection of perrnonent structures in the areas of waits County Fkaod azard
Solve or Federal Emergency Management Agency (FEMA) 100 year flood zones untN i ~ flood study is approved by Wake County and/or FEMA.
0
0 A 7 ~ 2 r..
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/ ~ . . i~ - w r contract a e ~ 1. Lots will have public water provided by Fuquay Vanna via bulk ate
will m t state standards for communit Waters terns and tl . ~ti , The water system ee y ys ~ ~ -
fpF 0 , be constructed with the Town of Fuquay Vanna standards. 20~~
N r - 1 ~ Ri rian Buffers and wetlands have been field located b Soil & S~~ ~ 2. Neuse River Y ~ pa
l i ~+P 1 ~ Environmental Consultants S&EC and located b Withers and Ravenel.
1~ 0 0 3. This subdivision will be developed according to Wake County Subdivision cluster requ ~ i~ 4. This subdivision will comply with Wake County Soll & Erosion Control measures.
0 • . The subdivision roads are ublic and will be maintained b NCDOT, ~ 5 p y
0 ~ ~ , ~ n ion shall be erformed in accordance with current NCDOT Standards and S ecifications. 6. All co struct p P
0 ; f ~ 7. Base information ro ert lines was obtained from a field curve b Dewberry & Davis. P P Y ) Y Y
!i ~1 , `.AJ Topography was obtained electronicall from Wake County CIS. , Y
% ; ~ 8. Theo n s ace will be used for active and or passive outdoor recreation and wildlife habitat / pe P
IMPERVIOUS SURFA LCULATIONS I ' 0 ortunities.The areas of open space that contain buffers shall be used for conservation PP
~ , antl rotection of si nificant natural areas, Open space shall be maintained by the HOA, P 9
TOTAL AREA: 286.05 AC 0 9. Maximum im envious surface will be 15% without stormwater management practices) P
MAX ALLOWABLE IMPERVIOUS (150;42.9075 AC = 1,8 0.7 SF \ based on the overall site. If maximum limit of 15q is exceeded, stormwater wa I . 30~ covers e
. . . IMPERVIOUS AREA IN PROPOSED ROADWAYS. 520,414.8 S ~ g p mono ement ractlces wdl be Implemented for the portion above the alto b e g
F END ROAD CONSTRUCTION ~ " ~ ~ 0 is the maximum allowable on any lot with stormwater mans ement provided such that the . eak rate of runoff from the 1- r 24-hour strain is broug t back to the predevelopment rate.
IMPERVIOUS AREA IN WWTP & ACCESS ROAD: 12,500 S AT EDGE OF BUFFER. - _ ~ ~ P - 10. No lots shall hove access off Jo nson Pond Road unless ap roved by NCDOT & Wake County,
P RVI AREA IN RECREATION AREA; 75 000 SF . IM E OUS ~ from N DW and USACE for this 11, All necessa permits and approvals well be obtained Q ry
0 project includin proposed roadway crossings, ,
REMAINING IMPERVIOUS AREA FOR LOTS: 1,261,135.9 SF ~k 12. Neuse River Bu fens will be protected and maintained according to State regulations.
MAX IMPERVIOUS AREA FOR F Wy 13. Sanita sewer shall be rovided for the project via a proposed package treatment plant, I p ry, P
EACH LOT (1:,261,135.9/402): 3,137 SF RO An existing discharge permit exists for the property
q0 NPDES PERMIT N0006150 dated: 10 8 03 for 111,000 d . A flow reduction permit will be required 9P)
ram NCDENR- WQ for the ma imum number of lots,
D ROAD CONSTRUC110N 14. Pavement sections shall be 18 edge to edge unless noted otherwise. E
OF BUFFER. 15. All water sewer lines and easesments shall be desi ned and constructed to meet A EDGE / 9 town of Fu ua -Varina Standards.
STORM DRAIN TABLE qY 16. Areas within the roundabouts are considered comon open s ace and shall be maintained by the HOA.
U stream Downstream Len th Q10 Q25 Size Upstream Invert Downst2am Invert Slaps Rim p 9 17 W must o rove the ro osed activit within the Neuse fiver Ri anion Buffer rior to construction . O Q PP P P Y P P
Node Node (ft) (cfs) (cfs) Elevation (ft) Elevation (ft) (ftllt) Elevation (R) Ian a naval. An activit that will im act wetlands will need to be approved by NCDENR and the P PP Y Y P
HW 01 HW 02 50 56:89 64.53 48" 271,50 271.00 0.0100 IMPACTS US Army Corps of Engineers.
HW 03 HW 04 50 204.03 231.44 2x48" 313.50 312.50 0.0200 ~ 2 3 2 3 4a 5 6 7 8 9 TOTAL ies shall be cam leted as re ulred b Wake Count rior to construction plan approval, 18. Flood stud p q Y Y P
HW 05 HW O6 55 53.49 60.68 42" 273.00 272.50 0.0091 19. 20' buildin setbacks shall be rovided for drainage areas larger than 25 acres per section 1-1-31 9 P
HW 07 HW OS 50 288,82 327.62 2x54" 271.00 270.00 0.0200 of the Wake County Subdivision Ordinance.
01 JB 01 44 56.87 64.51 36" 313.44 313.00 0.0100 FES STORM DRAINAGE OUTLET PROTECTION SCHEDULE PERENNIAL c ~0. Streets or drivewa crossing drainage channels shall meet Woke County requirements, 69 95 22 0 0 271 ~ 0 85 0
3 .00 O 0 8, JB 01 JB 02 60 56.87 64.51 36 312.80 312.44 0.0060 20 CHANNEL T OUTLET VELOCITY PIPE APRON DIMENSIONS RIP RAP STONE
JB 02 FES 02 144 56.87 64,51 36 312.24 311.35 0.0062 319.40 LF
9.2 33,12 30" 339.00 338.00 0.0086 MJIr~ER V10 OUTLET WIDTH WIDTH LENGTH DEPTH TYPE SIZE, d50 FES 03 FES 04 116 2
FES 05 FES 06 32 2.59 2.94 15" 332,30 332.00 0.0094 02 8.9 36" RCP 3'-0" 9'-0" 18'-0" 22" CLASS 8 13"
7 FES 08 32 2.59 2.94 15" 332.00 331.00 0.0313 $,5 30" RCP 2'-6" 7'-6" 1S'-0" 12" CLASS B 13" FES 0 FES 04 WETLANDS 3581 2230 16 0 0 320 13184 2230 1622 0 3196 2235 ,
FES 09 FES 10 52 3.24 3.68 15" 328.00 327.00 0.0192 " HIN 02 4.7 48 RCP 4 -0 12 -0 24 -0 22 CLASS 8 9 F „ (S )
FES 11 FES 12 40 17.8 20.19 18 323.00 320.00 .0.0750 3.4 2x48" RCP 4~-O` 12'-0" 24'-O" 22" CLASS 8 6" Hw 04
FES 13 FES 14 44 5.17 5.86 15 328.00 327.00 0.0227 42" RCP " 10'-6" 21'-0" 22" CLASS B 6" „ Hw 06 31 3 6 #ISOLATED WETLAn'
FES 15 FESi'16 82 7.78 8.83 18 311.82 311.00 0,0100 IATED WETLANDS 300 0 30D 600
rrn rrn ,a n cn ~ n~ ,G~~ nn nn ~ n min Hw D8 4.3 2x54" RCP 4'-0' 12'-0" 2T-0" 22" CLASS B 9" unT A DCDCAI~ Ir1T A DCDCAIAIIAI CTpCAW CueIUWFI _
rW 1i rr-o 10 .7/ G.v7 G. ar 'JU vic.VW vi I_ /1 1 LI\LI\I\V'1L VII\LrNn v1 rM ~r~ SCALE: 1" = 300'
FES 19 FES 20 40 2.01 2.28 15 329.00 328.00 0.0250 NOTE: Provide fabric filter underliner specified as Mirafi 14ON or approved equal
Sheet No, IMPACTS"ENGINEERS I PLANNERS I SURVEYORS
No. Revision Daw B Des*w Sale w&R 1'=300'
Drawn By Dtle WITHERS RAVENk".1. L111 MacKenan Drive Cary, North Carolina 27511 td: 919-469-3340 fax [phone] www.w*mvzvend.com
WEC 08/15/05 BRIGHTON FOREST
Checked ey 110b,"O"
WEC 202.79

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O i h ~ ~ 20 5 398 ~ 98 5 i 417 417
~ n I i ~ n ~ n i FENA/FLOOD NAZARO SOILS N01ES
n
1 ~ p n ^
BO '0 20 STOR A ^ _ ^ V = MW TER EASEMENT I - hown er FEMA FIRM 37183C0110E, FEMA flood loin on this property Is s p
^ 97 54 ~ 397 ~ , ~ ted Marchp3, 1992. da
~ ARE ~ and a roved by Wake County as required. -.--~p q~, Flood studies shall be submitted PF
DIMENT BAS ~ i SE a~ D ? ~ tion of ermanent structures in the There shall be no fillip or the erec p
~ ~ ~ ~ TYPICAL ' o ~ i ~ > > ount flood hozard soils or federd emergency management _ _ - areas o wa e c y ~ ~ _ " ~ ` ~ a enc zones until a flood study is approved by Woke County or fema. 9 Y
~ ^ 2 396 1 r ~ Q Py g6 ~ ~ o S ~ _ - irin o lwildin ermit for lots marked with an the builder may
1 ~ ~ ~ O Q 3 ,c 1 5 ~ 467 c ~ 3 ~ ~ ~ 7 Before acqu g 9 P 6 need to obtain o flood hazord oreo use permit from Wake County Environmental
< < ~ ~ ~ 3 1 ~ rvlces. The builder's en ineer, architect and/or surveyor (as appropriate) must se hotard re uirements are met. there shall be no ftlling or certify that all flood q Flood Hazord
1 f- ~ X95 h the erection of permanent structures in the areas of Woke County ~ z3r-es- u c - -
--r- - - - Soils-ot Federal-finergern;Y 1~Innagement AgerraY ~€MAj~t6C yz~~ tto~ _ a flood a1ndY is approved by Wake C,amty and/or FEMA.
O . 1 . _ _ _ _ d~ _ - - - 2 - - 20
i
- - _ - _ , a - _ ~ - - i 2^1 394 1 ~ I
~ ?p. 466 I / y ~ Sro a \ A CALCULATIONS ~ IMPERVIOUS SURF CE
gtiw ''h°'~ a ~ \ ro n 4~. 7
~ 51 R ~ ~ \ ~ • 286.05 AC TOTAL AREA. i
~ ~eqr ~,,,a \ +s ~G~ 393 ~ = 1 869 050.7 SF MAX ALLOWABLE IMPERVIOUS (15%):42.9075 AC ,
CJ I 465 ~ O ^ ~ ~ 520 414.8 SF
J 2] ~ ~ 50 s +s ~ IMPERVIOUS AREA IN PROPOSED ROADWAYS: ,
J n ~ 1 ' 12 500 SF IMPERVIOUS AREA IN WWTP & ACCESS ROAD: ,
~ 2p~ STORMWq i ~ T 1 n ER EASEMENT ms's 2 00 SF
~ O O ~ ~ O ~ ,a 392 464 - MPERVIOUS AREA IN RECREATION AREA: 75,0
Ch ~ 22 .wy' , 49 4 ; , _ ~ 61 135.9 SF REMAINING IMPERVIOUS AREA FOR LOTS: 1,2
US AREA FOR MAX IMPERVIO
~ ~ ' ~ 0~' ~ PROPO Q j ~ ry~ ~ ~ 1 135.9 402: 3,137 SF EACH LOT (1,26 , / )
~ ~ ~ ~ 0 391 ~ ~ir'~ ~ ~~EO R/W ~ 463
23 ~ A .9S 48 ~ .F
Q ~ ~F,~ '
~ gyp. ? ~9 ~P
Q Sro 'I M~qr Nom" O RMWq ~ FR ? ~~qq~4 ' ' ED EXISTING PROPOS DESCRIPTION
lFR FqS ~P' 24 FMf Q
/ ~FN 47 NP a ~ F ~ D
a ~ ~ ~ ~ _ ~ 2~ CONTOUR INTERVAL -
~ 10' CONTOUR INTERVAL
m ` ~ ~ 25 \ 1 46 0 .a PROPERTY LINE
0 ~ ~ ~ ~ ~ AWAY CENTERLINE - RO D
~ ~ ~ RIGHT OF WAY LIMITS
r~ 26 ~ % LEVELS DER EDGE OF PAVEMENT
TYPICAL 'r 45 T1UTY EASEMENT UNE ~ ~ U
27 ~ P ~ M NE N A ~ DRAINAGE EASEMENT U /
SANITARY SEWER FACILITIES
~O O , STORM SEWER FACILITIES
I 44 7 WATERLINE
~ P D R/W ~ ~ FIRE HYDRANT ASSEMBLY ,
\ p EOP ~ ~ ~ f 0 ~7 ~ NIA BUFFER
W OS ' 1431 U r WATERWAYS
. , SILT FENCING N/A
- _ r
_ _ - ~ ~ r _ FEMA _ ,
r _ WETLANDS N/A
- r 42 HW 06 ~ 31 ~
r r
r SCHEDULE
41 r STORM DRAINAGE OUTLET PROTECTION
RIP RAP STONE PIPE APRON DIMENSIONS , AT OUTLET VELOCITY
WIDTH LENGTH DEPTH TYPE SIZE, d50
1. PROPOSED R/W \ r NUMBER V10 OUTLET WIDTH " ~ " " " CLASS B 13"
PROPOSED EOP ~ / r ~ . . 8.9 36 RCP 3 -0 9 0 18 0 22 " FES 02
" " T-6" 15'-0" 22" CLASS B 13 . FES 04 8.5 30 RCP 2 6 " "
r ~bo " " '-0" 24'-0" 22 CLASS B 9 HW 02 4.1 48 RCP 4 0 12 ~ " " "
co MM~N OA r " " '-0" 24 -0 22 CLASS B 6 HW 04 3.4 2x48 RCP 4 0 12 "
r,19 A EN SPq ~RF,S ~f r " " '-6" 21'-0" 22" CLASS B 6 / HW O6 3.1 42 RCP 3 6 10
~ r _ " ~ " " " CLASS B 9" 4.3 2x54 RCP 4 -0 12 -0 27 0 22
v~ HW 08
~';N _ ved a ual :Provide fabric filter underliner specified os Mirafi 140N or appro q NOTE
m ~ 33 r r ~ . ,
~ ~ ~ MPACTS I
~ 6 7 g g TOTAL
\ ~ ~ i 1 Z 3 4 5
m ti
07 . i
35 ~ , i !'1 PERENNIAL ~ # , ~ 95 22 0 0 271 _ 0 85 0 69
~ ~ ' ~ wi oo ~ CHANNEL u
~ ~ _ - / _ ~ '7 (L~ i
/ W S i ~ , I
~38 i~
36 ~ i 0 1320 13,184 3581 2230. 1622 0 3196 2235 0 WETLANDS
~b y~ \ (SF)
wP ~ . .
~ TED WETLANDS ISOIA
3F 37 / o~ - - , ' R NNIA STREAM CHANNEL
e~ ` ~ ~ - - NOT A PE E L
ry~ 0
E, N
_ ntract a reement ~ nna wa bulk water co g 1. Lots will have ubbc water provided by Fuquay Va
~ i P and will m will meet state standards for community water systems The water syste
I constructed with the Town of Fuquay-Varina standards. be
O ~ ` 2W r and wetlands have been field located by Soil & 2. Neuse River Riparian Buffe s
Q~ } W ` nsultants S&EC and located b Withers and Ravenel. Environmental Co ( ) Y
r- ~ in to Wake Count Subdivision cluster requirements. 3. This subdivision will be developed accord g Y
J Q ~ 4.1 ' om I with Wake Count Soil & Erosion Control measures. 4. This subdivision will c p y Y
~ ~ 4p u, ' r ads are ublic and will be maintained by NCDOT. 5. The subdivision o P S ecifications.
T~ W ~ ' ccordance with current NCDOT Standards- and p 6. All construction shall be performed m a
WN " ~ OF Q F~ in d from a field surve by Dewberry.' & Davis. 7. Base information roperty Imes) was obta e Y (P m Wake Count GIS. ,
Q(/ To rah wos obtained electronically fro y P°9 P Y r recreation and wildlife habitat
~ y, en s ace will be used for active and/or passive outdoo 0 8. The op p nservation en s ace that contain buffers shall be used for co
R . ~N q Sq 0 ortunlties.The areas of op p ~ PP A. en s ace shall be maintained by the HO
l'q and rotectlon of si nificant natural areas. Op p P g ractices er mana ement ) ~ m im envious surface will be 157 (without stormwat g P
Ry sE ~ 9. Maximu p i e. If maximum limit of 157 is exceeded, stormwater based on the overall s t
wF R ~ d for the onion above the allowable. 307 coverage mana ement practices wdl be Implemente P
Fq SE ME g rmwater mana ement rovlded such that the is the maximum allowable on any lot with sto P
Nr _ - rom is brou t back to the predevelopment rate. eak rate of runoff from the 1-yr 24 hour st g P a roved b NCDOT & Wake County.
No tots shall have access off Johnson Pond Road unless pp y 10. r this
Is will be obtained from NCOWQ and USACE fo 11. All necessary permits and approva
IN TABLE < < < STORM DRA SI Wm Size U tream Invert Downstream Inert ape _ _ < < { ro'ect includin roposed roadway crossings. ` ~ P i g P re ulations.
stream Length Q10 Q25 _ ps c Upstream _ _ Elevation (ft) (ftlft) Elevation (ft} c will be rotected and maintained according to State g ~ , 12. Neuse River Buffers p o.t ro'ect via a ro osed ackage treatment plant.
cis cfs) Elevation (ft) r Node Node (ft) ( } ( 271.50 271.00 4, 0100 r ~ - 13. Sanita sewer shall be provided for the p 1 p p P ry
HW 02 50 56.89 64.53 48" r HW 01 ~ 313.50 312.50 0.0200 ' An existin dischar a permit exists for the property . • - g g mit will be re uired ted: 10 8 03 for 117,000 gpd). A flow reduction per q
04 50 204.03 231.44 2x48' r HW 03 27300 272,50 0.0091 ~C PERMIT N0006150, da _ NPDES
HW ~ 55 53.49 60.68 42„ r HW 05 271.00 270.00 0.0200 rom NCDENR- WQ for the maximum number of lots. ` . shall be 18' ed a to ed a unless noted otherwise, ~,a, 14. Pavement sections g
uw nR 50 288.82 327.62 2x54 _ ~ TD /~T ~ ~_,,,,N _ r ~ _________t_ _L..II aen:nner) nnrl rnnctruCfA(I to meet
nvv ur ' 56.87 64.51 36" 313.44 313.1N u.u iw 15 All water/sewer lines ano ea5e5f11e1115 WN11 UV UVQ1y G4 4114 -
FES 01 jES 44 312,44 0.0060 320.00 town of Fuquay-Varlna Standards.
0 56.87 64.51 35 312.80 4~ JB 01 6 311.35 0.0062 319.40 t. T space and shall be maintained by the HOA. 16. Areas within the roundabouts are considered comon open
56.87 64.51 36" 312.24 OW JB 02 144 ,00 0.0086 N 12 30" 339.00 338 OF 17. DWQ must approve the proposed activity within the Neuse River Riparian Buffer prior to construction plan approval. Any activity that will impact wetlands well need to be approved by NCDENR and the
FES 03 116 29.2 33 00094 QO
05 32 2.59 2.94 15" 332.30 332.00 13 US Army Corps of Engineers. completed as required by Wake County prior to construction plan approval.
2 59 2.94 15" F~ . ~q 15" 328.00 327-00 FES 332.00 331.00 0.03 FES 07 32 0.0192 RI Nq 1 0 0 10o zoo 1189. . 20 Flood building studies shall setbacks be shall be provided for drainage areas larger than 25 acres. per section 1_1_3
52 3.24 3.68 qN~ FES 09 323.00 320.00 0.0750 S
40 17.8 20.19 18" FES 11 FE327,00 0.0227 R y Wake County Subdivision Ordinance. ALE• 1 = 100 of the crossing drainage channels shall meet Wake County requirements.
44 5.17 5.86 15" 328.00 S FES 13 FES 14 ElN 0.0100 18" 311.82 311.00 ER 20. Streets or driveways ~
15 FES 16 82 7.78 8.83 0270 FES 312.00 311.00 0 qS
37 2.59 2.94 15" EtilFn FES 17 FES 18 328.00 10.02501 VrA
40 2.01 2.28 15" 3~•~ FES 19 FES 20 Sheet No.
B Designer Scale Ste 1 "=100' Revision wEc No. IMPACTS MAP WITHERS R"ENEL 12 ENGINEERS I PLANNERS I SURVEYORS
Drawn By Dale 111 MacKenan Drive Cary, North Carolina 27511 tel. [phone] We 919.467.6008 www.wWwsravenel.com
VVEO 10 19 05 BRIGHTON FOREST
Checked By lob No.
WEC 202179.0

al
`~U
U 6$
C ~SrONBURY R PROPOSED tt DESCRIPTION EXISTING
a40 N d0~ 4s' pU ~ Nv~ ti
euc 8p1 SV A
~ Q ~ 2' CONTOUR INTERVAL
~ ~ ~ ~ ~ ~ R INTERVAL - O ,4 ~ 10 CONTOU 0
~ ~ O PA o 0 q PROPERTY LINE 4
s 0 oY. j ISOLATED WETLAND. ROADWAY CENTERLINE
RIGHT OF WAY LIMITS s"~
z ' li ~ EDGE OF PAVEMENT
~ I j UTILITY EASEMENT UNE ~ k
4 I~ FES 2 DRAINAGE EASEMENT LINE N/A x
04 ~ 1 04 ~ ~ SANITARY SEWER FACILITIES
2 w os a MPACT 2 STORM SEWER FACILITIES v.= --T-
ay I i, WATERLINE
T ASSEMBLY FIRE HYDRAN
Q, ~ i ; ~ A ~ BUFFER N/
~ ' O \ ~J i, WATERWAYS
~ ® ~ ~ ~ ; S Ot a 0 ~ , ~ FES FENCING N A -11--~--~-~-"~ O
© 0 ~ ~ FES 03 s1LT /
0 j ~ ~ k O I FEMA
0 ~ g L - 0 ~ WETLANDS N/A
0 ® 0 I F
® 0 ® NTS 0 0
0 . ` ~ 0 R,
a ~ ~ ~ w ~ ~ ~i r A 4 H 08 Q Q a
HW 07 0 R~
IMPA T 9 3 I 0 R/w 50' RIGHT Or wAY i
i ~ ~ ~ 0 HW 01 ~ CGNSIRUC11ON
~ - ~ 0 . 1
i; ~ ~ ~ 0 n B ~ o ~ o 0 S' DITCH a' SHOULaER fa PArENENr 6 SHOULDER 3' d1aH
soh ~ I 8 _ o I 1 4" P CAt $~~r ~ I Z;1
, 0 , ~1F 0 x+ , /Fr
® o `e f~' . 1 1//~~'' SF9.3A ~ERPAYE RS ~ A~A~ ASMUI.T SURFACE couRSE
A ~ r' O Q / / ~ 0 I SASE couRSe
o~ ~ _ ~ ® i Aec y~
0 cauECTDR snlEEr SHALL HAVE ?D' PAN~NT 9EC11ON
r 0
a~ / 0 0 TYPICAL SECTION
a~ a NTS
2 j ~ i' , ~ ~ a 0 ~i
a~ '~i, /y~ 0
~ ~ ~ dill HW 3 a % , C
~ ~ y - - s IM AC 5
a ~ ~ A ~ ~ ~ i 1 ~
~ FEMA/FLOOD HAZARD SOILS NOTES r;.
~ ~ ~V i % ® ~ 07 ~ w _ ~~y
FEMA flood plain on this property is shown per FEMA FIRM ~ 37183CO11OE,
i~ ~ ~ r % ' i. ~ ~ l i '~r ~ March 3 1992. datad
W k Count as r ulred. 'Y' Flood studies shall be submitted and approved by a e Y eq
/;i,i, ij ~1~ ~ li! no Nllln or the erection of ermonent structures In the There shall be g P
of wake count flood hazard soils or federal emergency management " areas Y a enc zones until a flood study Is approved by Wake County or fema.
~ ~ © 1 'ii ~ ' 1; 1; 9 Y
i~A'_.'~'~j ,~~i ~ f _ i~i~ I for Iota marked with an the builder may ~ 0 Before acquiring o bulldhg perm t \ need to obtain o Aood hazard area use permit from Wake County Envkonmental
~ i ! 1 1 'ice: i I + ~ 1 ' In r architect and or a appraprbb) must servioee. The builder s enq ee , / surveyor
certify that aN flooO hazard requirements are met. then be no or the ereetlorl of permarlerlt structures in the areas of waa County Flood azard
SoNs or Federal E y Management Agency (FEMA) 100 year flood zones untN ; b Woke Count and ur FEMA. a flood study Is app o y Y / . \
~ Q
r 1 ~ ~ ' H
~I A T 7 ~ 2 ~ ~ r ~ 0
r ~ .
O I ~ i
0.~ _ ~ , _ ~ ~ TE . N
_ ~ /i o
o ~ / ~ 1. Lots will have ublic water rovided b Fu ua -Varina via bulk water contract agreement P P Y q Y
The water s stem will meet state standards for community water systems and will y
0 nstructed with the Town of Fu ua -Varina standards. be co q Y
F ~ - ~ N T ~l .Neuse River Ri arian Buffers and wetlands have been field located by Soil & ~ 2 P
R,~c ~ ~ Environmental Consultants S&EC) and located by Withers and Rovenel. , 0
~~I ~ Q ~ ubdivision will be develo ed accordin to Wake Count Subdivision cluster requirements. 3. This s P 9 Y ~ ~ i 4. This subdivision will cam I with Wake Count Soil & Erosion Control measures,
~ PY Y ~ ` 5. The subdivision roads are ublic and will be maintained by NCDOT,
Q \ ~ ~ P ~ 0 nce with current NCDOT Standards and S eclfications. 6. All construction shall be performed in accords P
~ O Q /~iJ^\ i ~ ~ 'r; ~ ' afield surve b Dewbe & Davis. 7, Base mformotion property Imes) was obtained from y y rry (
If l ; was obtained electronicall from Wake Count GIS. Topography Y Y
r 0 8. The o en s ace will be used for active and or assive outdoor recreation and wildlife habitat / P P P
I SURFA CULATIONS f IMPERV OUS 0 ortunities.The areas of o en s ace that contain buffers shall be used for conservation PP P P
~ ~ , and rotection of si nificant natural areas, Open space shall be maintained by the HOA~ p 9
TOTAL AREA: 286.05 AC ~A'~` 0 M im m im envious surface will be 15~ without stormwater mans ement practices) 9. ax u ( 9 P
P RVIOUS 15~ ;42.9075 AC = 1,8 0.7 SF ~ MAX ALLOWABLE IM E ( ) based on the overall site. If maximum limit of 15~ is exceeded, stormwater
\ . im I mented for the ortion above the allowable, 30% covers e management practices wlil be p e p 9
IMPERVIOUS -AREA IN PROPOSED ROADWAYS; 520,414.8 S END ROAD CONSTRUC110N is the maximum allowable on an lot with stormwater mans ement provided such that the _ ~ ~ i 0 Y = , ~ ~ eak rate of runoff from the 1- r 24-hour Strom is broug t back to the redevelopment rate. ~ - P Y
IMPERVIOUS AREA IN WWTP & ACCESS ROAD; 12,500 SF AT EDGE OF BUFFER. ~ h II have access off Johnson Pond Road unless a roved b NCD T & Wake County, ~ 10. No lots s a pp Y
IMPERVIOUS AREA IN RECREATION AREA: 75,000 SF I 11, All necessa ermits and a royals will be obtained from NCDWQ and USACE for this ry,P PP
4 ro'ect includin roposed roadway crossings. , P1 9P
REMAINING IMPERVIOUS AREA FOR LOTS: 1,261,135.9 SF 12. Neuse River Buffers will be rotected and maintained according to State regulations. P
~K MP RVIOUS AREA FOR F W MAXI E h 13. Sonita sewer shall be rovided for the ro'ect via a proposed package treatment plant, ry P P)
402: 3137 SF Ef EACH LOT (1,261,135.9/ ) (FR 0 mit exists for the ro ert An existing discharge per p p y
RO q0 P PERMIT N0006150 dated: 10 8 03 for 117,000 d . A flow reduction permit will be required N DES 9P) .
n m r of lots, ram NCDENR- WQ for the ma~Cimum u be
14. Pavement sections shall be 18 ed a to edge unless noted otherwise. E D ROAD CONSTRUCTION 9 w ter sewer lines and easesments shall be desi ned and constructed to meet
A EDGE OF BUFFER. 15, All a / 9 town of Fu ua -Varina Standards.
STORM DRAIN TABLE qY 16. Areas within the roundabouts are considered comon open s ace and shall be maintained by the HOA,
U stream Dov~mstream Len th Q10 Q25 Size Upstream Invert stream Invert Slope Rim P 9 osed activit within the Neuse fiver Ri arian Buffer rior to construction 17. DW4 must approve the prop y P P
Node Node (ft) (cfs) (cfs) Elevation (ft) Elevation (ft) (ft!ft) Elevation (ft) ' h t will im ct wetlands will need to be a roved b NCDENR and the plan approval, Any activity t a pa PP Y
6:89 64.53 48" 271.50 271.00 0.0100 HW 01 HW 02 50 5 IMPACTS Arm Cor s of En ineers. US y p g
HW 03 HW 04 50 204.03 231.44 2x48" 313.50 312.50 0.0200 ~ 2 ~ 5 6 7 8 9 TOTAL FI d studies shall be cam leted as re uired b Wake County prior to construction plan approval. 2 3 4 18. oo P q Y
05 HW 06 55 53.49 60.68 42" 273,00 272.50 0.0091 HW ' r ins a areas lar er than 25 acres er section 1-1-31 19. 20 building setbacks shall be provided for d a g g P
HW 07 HW 08 50 288.82 327.62 2x54" 271.0.0 270.00 0,0200 of the Wake County Subdivision Ordinance,
87 64.51 36" 313.44 313.00 0.0100 PROTECTION SCHEDULE ' PERENNIAL FES 01 JB 01 44 56. STORM DRAINAGE OUTLET ~0. Streets or drivewa s crossin drains a channels shall meet Wake County requirements. 211 Y 9 9 0 85 0 69 95 22 0 0
0'# 0 JB 01 JB 02 60 56.87 64.51 36" 312.80 312.44 0.0060 320.00 P RAP STONE CHANNEL 0
T OUTLET VELOCITY APRON DIMENSIONS RI JB 02 FES 02 144 56.87 64.51 36 312.24 311.35 0.0062 319.40 LF r
NUMBER V10 OUTLET WIDTH WIDTH LENGTH DEPTH TYPE SIZE, d51 FES 03 FES 04 116 29.2 33,12 30 339.00 338.00 0.0086
2.59 2.94 15" 332.30 332.00 0.0094 OQ 8.9 36" RCP 3'-0" 9'-O" 18'-0" 22" CLASS B 13" FES 05 FES 06 32 a ,U
32 2.59 2,94 15" 332.00 331.00 0.0313 FES 04 8.5 30" RCP 2'-6" 7'-6" 15'-0" 22" CLASS B 13" ~ FES 07 FES 08 " WETLANDS 3581 2230 sir ~ : 31 2230 1622 0 3196 2235 0 0 320 13,184 c~,
FES 09 FES 10 52 3.24 3.68 15" 328.00 327.00 0.0192 HIN 02 4.1 48" RCP 4'-O" 12'-0" 24'-0" 22" CLASS B 9 (SF) ~0 ~a OS s,,
FES 11 FES:12 40 17.8 20.19 18" 323.00 320.00 .0.0750 w 3.4 2x48" RCP 4~-0" 12'-0" 24'-0" 22" CLASS B 6" ~hh:4`. ,
H 04 44 5.17 5.86 15" 328.00 327.00 0.0227 ~ " " " 8 6" FES 13 FES. 14 HW 06 3.1 42 RCP 3 -6 10 6 21 0 22 CLASS ~
„ ISOLATED WETU FES 15 FES? 16 82 7.78 8.83 18 311.82 311.00 0.0100 ~ " " " " D WETLANDS 0 30o Soo OIATE
~ _ _ _ _ _ V W f1A L..S rJY.~ RCP L -n 12 2 / 22 CLASS B 9 ff FIAT A flCl]CI unT A nror~uuAl CTDCA?1 r`LIAAIAICI _ _ _
FES 17 FES 18 37 2.59 2.94 15" 312.00 311.00 U.UZ/U I "r' I I i i - - I I T- i n ru~u FW&R 1"=300' 11V1 N r LrXLN111H1. JI RLr m SCALE: 1 300'
FES 19 FES 20 40 2.01 2.28 15' 329.00 328.00 0.0250 NOTE: Provide fabric filter underliner specified as Mirafi 14ON or approved equal
Sheet No, `
Designer Scale No. Revision Date B
Drawn By Dab IMPACTS MAP WITHERS R"ENk-~L ENGINEERS I PLANNERS I SURVEYORS
WEC 08/15/05 BRIGHTON FOREST Checked By lob No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax [phone] www.wkherwdvenel.com
WEC 202:.79