20030989 Ver 2_401 Application_20070201

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RECEIVED
January 31, 2007
S&EC Project # 3822.W1
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
To: US Anny Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jamie Shem
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27614
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Farmington Woods Phases 13-15, Wake County, NC
N.C. Division of Water Quality
Express Permits Unit
Attn: Lia Myott
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
On behalf of the owner, William Goodwin Associates, LLC, please find attached a complete application and supplemental information
requesting written concurrence from the U.S. Army Corps of Engineers (USAGE) and the N.C. Division of Water Quality (DWQ) that
the activities proposed below may precede under Nationwide Permit 39 and General Water Quality Certification 3402. Please contact
me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Farmin on Woods Phases 13-15
Project T e Residential Subdivision
Owner / A licant William Goodwin Associates LLC
Count Wake
Nearest Town Ralei h
Waterbod Name UT to Bi Branch
Basin /Sub-basin 03-04-02
Index Number 27-34-11
Class C;NS W
USGS Catalo in Unit 03020201
IMPACT SUMMARY
Stream Impact (acres): 0.012
Wetland Impact (acres): 0.000
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.012
Total Stream Impact (linear feet): 128 LF
Attachments:
Pre-construction Notification (PCN) Application Form
USGS Topographic Map
NRCS Soil Survey Map
Agent Authorization Form
Previous Approval for prior phases
Neuse Buffer Determination Letter and Map attachment
Impact Map Detail
Impervious Surface Memo from Diehl & Phillips, PA
Level Spreader Operation and Maintenance Agreement (DWQ Only)
Level Spreader Worksheets and Photo Exhibits
Overall Site Plan (24 X 36 for DWQ Only)
Overall Site Plan (11 X 17 for ACOE only)
Grading, Drainage and Emsion Control Plan (24 X 36 for DWQ Only)
Grading, Drainage and Erosion Control Plan (11 X 17 for ACOE only)
$200.00 Application Fee to DWQ
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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 OS
USACE Action ID No. DWQ No. V a. O 3 - D ~ $ 9
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
PVMENT
i. Processing RECEIVED
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
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) chr~ ' F ~ -w; ~;j,
~J~ ~.
II. Applicant Information
F4=a 1- zoc7
1. Owner/Applicant Information o~N~ - waT~a tzu~~ii~~
Name: William Goodwin Associates. LLC. '~'~~~r~o4 F,~a s~t~~a~~~,r,;~ ~~'~~"
Mailing Address:_ 2718 Rock Ouarry Road.
Raleigh, NC 27610
Telephone Number:_~919) 834-9905 Fax Number: [phone]
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: Nicole J. Thomson
Company Affiliation: Soil & Environmental Consultants. PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number:[phone] Fax Number:. [phone]
E-mail Address: NThomson(a,sandec.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: Farmington Woods Phases 13-15
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1712850071; 1712739989
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Farmington Woods Phases 13-15
Directions to site (include road numbers/names, landmarks, etc.): The subject property is
located on the east side of Creech Road (SR 2537Lpproximately 0.34 miles south of its
intersection with Rock Ou Road SR 2542) adjacent to a UT to Big Branch in Raleigh,
Wake County, NC.
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): 35.7398 °N 78.6022 °W
6. Property size (acres): 140 acres (phases 13, 14 & 15 comprising ~20 acres)
7. Name of nearest receiving body of water: UT to Big Branch (03-04-02; 27-34-11; C;NSWI
8. River Basin: _ NeuselUSGS Cataloging Unit 03020201)
(Note -this must be one of North Carolina's seventeen designated .major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The subject property (~nroximately 20 acres of the total
140 acre site) is forested and undeveloped. The surrounding~roperties are primarily forested
or residential communities as well as a cemetery.
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: The
overall project will be to construct the proposed Farmington Woods Phases 13-15 residential
subdivision which will consist of single family homes as well as the necessary roadway
infrastructure. Typical excavating and grading equ~ment such as bulldozers, backhoes, and
motor graders will be used during construction activities.
11. Explain the purpose of the proposed work: The purpose of the project is to construct a
residential subdivision to meet the increased housing demand for the area. The purpose of
the proposed road is to provide the necessary access required for a residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested .and/or obtained for .this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream -and
buffer impacts, along with associated mitigation (where. applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. In June 1998 and June 1999, S&EC conducted a wetland and stream
determination for the entire subject propert~~nnrox. 140 acres). On March 4, 1999, a
Nationwide Permit 26 (GC 3108 and Nationwide Permit 12 (GC 3288) were issued for impacts
related to a sanitary sewer installation and roadway infrastructure to access a portion of the site
{NWP 12 - 0.002 acres of temporary wetland impact; NWP 26 - 0.011 acres of permanent
wetland impact and 149 linear feet of permanent stream channel impact; Action ID 199821206,
Action ID 199920579; DWO No. 99-0148). On November 7, 1999, a Nationwide Permit 12
jGC 3288) was issued for impacts associated with a sewer crossing (0.0037 acres of temporary
wetland impact; 201inear feet of temporary stream channel impact; Action ID 200020078
November 24, 2003 a Nationwide Permit 39 (GC 3402) was issued for impacts related to the
construction of roadway infrastructure for the development (0.30 acres of permanent wetland
impact and 147 linear feet of permanent stream channel impact; Action ID 200321173; DWO
Project No. 03-0989. Mitigation was paid utilizing the in-lieu. fee program throu NC
Ecosystem Enhancement Pro rg_am (Invoice number 200321173) for 147 linear feet of stream
impacts associated with the approvals for Action ID 200321173 and DWO Project No. 03-0989.
No previous permits have been requested or issued for Phases 13-15 of the Farmington Woods
Subdivision.
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 permits are anticipated for this property.
Page 3 of 9

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 maybe 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: Impact #1: 61 linear feet of
i_ntermittent/unimportant stream channel for proposed lot fill.
Impact #2: 671inear feet of intermittent/unimportant stream channel for proposed 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)
es/no linear feet
N/A N/A N/A N/A N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
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 Im act
(linear feet )
(acres
Impact #1 UT to Big Branch Fill Intermittent +/- 4' 61 0.006
Impact #2 ITT to Big Branch Fill Intermittent +/- 4' 67 0.006
Total Stream Impact (by length and acreage) 128 0.012
Page 4 of 9

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 of Waterbody Type of Waterbody Area of .
Site Number (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 Im act (acres): 0.012
Wetland Im act (acres): 0
en Water Im act (acres): 0
Total Irri act to Waters of the U.S. (acres) 0.012
Total Stream Irn act (linear feet): 0.012
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.
There are no isolated waters on the subject propertX,
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 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 maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested a
detailed delineation of streams and wetlands on-site prior to site plan development in order to
Page 5 of 9

determine the extent and location of streams and buffers. Throughout the entire planned
development, the applicant has designed around the existing features including redesigning an
interior subdivision road so that it does not cross an unnamed tributar ty o Big Branch. However
two intermittent/unimportant, unbuffered, unnamed tributaries to Big Branch are located on the
northern section of this site. The applicant is proposing lot fill in this location as the topography
precludes the location of dwellings here without it.
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.
USAGE - 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 maybe 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 USAGE 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.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, -type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement,. creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant believes that additional miti atg; ion (beyond the avoidance and minimization of
streams and protected buffers elsewhere on the property) should not be required given that
there are no permanent impacts to perennial/important streams and there are no permanent
impacts to protected riparian buffers. If mitigation is required, then the applicant proposes
payment into NC EEP.
Page 6 of 9

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/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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-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 (federaUstate) 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,
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
(Meuse), 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.
Page 7 of 9

Zone* Impact
s uare feet Multiplier Required
Miti ation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A .
Total N/A N/A
* 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.
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. N/A There are no buffer impacts
associated with this proposed project.
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. Proposed impervious surface is less than 30% and therefore a Stormwater
Management Plan is not required please see attached memo from Diehl & Phillips, PA.~
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 development will be served by anon-discharge, avity fed sanitary sewers s
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 Policv, Cumulative impacts and the 401 Water Oualitv
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on April 10, 2004, version 2.1. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. This residential project does not meet any of the three
Page 8 of 9

criteria of private projects that can clearly result in cumulative impacts. 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).
~`~,pplicant/A is Signature ate ~
(Agent's signature is alid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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Project N°' Flgure I - USGS MAP
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Project Mgr.: FARMINGTON WOODS
NT PHASES 13- 15
Scale: Wake County, NC

I " = 2,000'
Garner Quadrangle
10/17/06
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~ Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] ^ [phone]
Web Page: www.SandEG.com

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Project No.
Flgure 2
SOIL SURVEY MAP 4" ~ ~ ~~. ~_,~ ~ .
Fro~ect Mgr.: FARMINGTON WOODS ~ Soil & Environmental Consultants, PA
NT Pt1ASE5 13- 15 11010 Raven Ridge Rd.• Raleigh, NC 27614
Scale: Wake County, NC [phone] • [phone]
Web Page: www.SandEC.com
I " = 13 20'
Wake County Soil Survey
10/17/06

v2~ o3-a~i8Q
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: ~I d~~ .c (~~y~ ~~w ,/~~~c~,~~ ~C-C
Address: 2~ ~~ F~ a~Cs<~~ ~u.=/f-~r
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Phone: 9! )` - ~j-~19~s 9l y- y-/}~-- 1>`~ ~
Project Name/Description: ~i4Q.1..a ~ ~! Cs-rr~~t L~ ~C_7C.7i~ ~" S&EC Project #~~ h'~a (.L
Date: -(1 ~!-~14~1~
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: SkM1 (c.. ~I~~.~l•.l
Field Office: ~,~L£ 1 C~
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current roe owner, hereby designate and authorize Soil & Environmental Consultants, PA to act in my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in
support of applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
Print Property Owner's Name
~0 r
Property Owner's Signature
cc: Ms. Cyndi Karoly
NCDENR - D W Q
2321 Crabtree Boulevard
Raleigh, NC 27604
cc: Mrs. Nicole Thomson
Soil & Environmental Consultants, PA
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]

v a o3- oagq ~Q,
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 199821206 County: W
NOTIFICATION OF JURISDICTIONAL DETERMINATI
Property
Owner William E. Goodwin
Address 2718 Rock Quarry Road
Raleigh, NC 27610
Telephone Number 919-834-9905
Authorized
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Agent Soil & Environmental Consultants, Ih~.
Attn: Bob Zarzecki
Address 244 West Millbrook Road
Raleigh, NC 27609
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.):
The property is approximately 20 acres in size and is located south of SR 2542 (Rock Quarry Road),
approximately 1500 feet east of the intersection of SR 2542 (Greech Road) in Raleigh, Wake County,
North Carolina. The site is adjacent to an unnamed tributary of Big Branch in the Neuse River Basin.
x
0

0
x
Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be surveyed. The surveyed wetland lines must be verified by our staff before the Corps will make a final
jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, ii it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The wetlands on your lot have been delineated, and the limits of the Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
This project is located in the Neuse river basin. You should contact the North Carolina Division of Water Quality
at [phone] to determine additional requirements specific to this river basin.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Project Manager
Date September 21, 1998 Expiration Date September 21, 2003
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.

A~.'b'19yy U9':--}j~'~`Zj~J,-~ #0396 P. 002/002
C~P1P' ~ v ~- °3- °~g~
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
.Action•)<D: 1.99821206 / 1.99920579 County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Autbori~ed
Owner Wiiliam E. Goodwin Agent Soil & Environmental Consultants, Inc_
Attn: Bob Zarzecki
Address 2718 Rock Quarry Road Address 244 Wcst Mi.llbrook Road
Raleigh, NC 2'1.610 Raleigh. NC 2760Q
Telephone Number 919-834-9905 Telephone Number 91.9-846-5900
Sine and Location of Property (waterbody_, highway name/number. town. etc.):
The property is approximately 20 acres in size ar~.d is located south of SR 2542 (Rock Quarry 1Zoad),
approximately 1500 fect east of th.e i.nterseetion of SR 2542 (Creech Road) in Raleigh, Wake County,
North Carolina. The site is adjacent to an unnamed tributary of Big Branch in the Neuse River Basin.
AescriPtion of Actiyity:_ This permit authorizes mechanized landclearing, excavation, the i.nstaJ.lation. of
pipes, and the placement of. fill. associated with the construction. of Olde Birch Road and sanitary sewer
access. Impacts to wetlands and waters authorized by this permit include 0.002 acre for one utility line
crossing under NWP 12 (AID 199821206), 0.011 acre and 149 linear feet of ehanncl (3 feet bank-to-bank
width) for one road crossing under NWP 26 (AID 199920579). Itnpacts to wetlands and waters total
0.013 acre.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1.344) only.
Section 10 (River and Harbor Act of 1.899) only.
Autborizatiou: Regional General Permit Number
12 & 26 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permiittee to a stop work order, a restoration order, an.d/or appropriate legal action.
Th.i~ Department of the Army Regional General Permit ar Nationwide Permit verification daes not
relieve the permrttee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work If yuu have any questions regarding the Corps of Engineers regulatory program,
please contact Todd Tuawel.l at telephone number (9191 876 - 8441 extension 26
Regulatory Project Manager Signatu
Date March 4. 1999 Expiration Date NWP l 2 -March 4 2001
NWP 26 - L S September, 1999
SURVEY PLATS, FIELD SIGETCIi, WETLAND DF.I,INEATION FARM, ETC., MUST BF ATTACHED
TO THE YELLOW (FIEF) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: City of Raleigh Inspections

3~ ~ ~,
Action ID:
200020078
v2,. o3-og8q
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
County:
~. ~_ ~ ,
---~.
Q
DEC - 7
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner William E. Goodwin
Address 2718 Rock Ouarrv Road
Raleigh, NC 27610
Telephone Number 919-834-9905
Authorized
Agent Soil & Environmental Consultants Inc.
Attn: Sean Clark
Address 244 West Millbrook Road
Raleigh, NC 27609
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Hi hway name/number, town, etc.): The property is
approximately 140 acres in size and is located on the east side of Creech Road (SR 2537), approximately
2000 feet south of Rock Quarry Road (SR 2542) in Raleigh, Wake County, North Carolina. The site is
adjacent to an unnamed tributary of Big Branch in the Neuse River Basin.
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
pipes, and the placement of fill associated with the construction of Farmington Woods Subdivision
sanitary sewer access. Impacts to wetlands and waters authorized by this permit total 0.0037 (20 lineaz
feet of stream channel) acre for one utility line crossing under NWP 12.
Applicable Law: X Section 404 (Clean Water Act; 33 USC 1344) only.
Section 10 (Fiver and Harbo: Act o` 1349) only.
Authorization: Regional General Permit Number
12 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Todd Tugwell at telephone number (919876 - 8441 extension 26
Regulatory Project Manager Signature
Date November 7, 1999 Expiration Date November 7, 2001
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:

-_
. ~
1J
`~'- s
_.___ _-
State of North Carolina
Department of Environment
end Natural Resources
sion of Water Quality
rtes B. Hunt, Jr., Governor
lyne McDevitt, Secretary
rr T. Stevens, Director
va. oa-o9gq
e~~
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
y' Apri19, 1999
rJ Wake County
DWQ Project # 990148
STEC Project # 98-3822
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Mr. William Goodwin
2718 Rock Quarry Rd.
Raleigh N.C.27610
Dear Mr.Goodwin:
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional-Office
John Dorney
Central Files
Raleigh Regional Office Division of Land Resources
Soil and Environmental Consultants
Bob Zarzecki 990148.1u
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.013 of
wetlands or waters for the purpose of constructing a road crossing and utility crossing at Olde Birch Road extension, as you
described in your application da[ed16 February 1999. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Numbers 3101 and 3108. These certifications allows you to use Nationwide Permit
Numbers 12 and 26 when the Corps of Engineers issues. This approval is also valid for the Neuse River buffer rules (15A NCAC
2B .033). In addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations.
This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. 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 wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed
in the attached certification and any additional conditions listed below.
1. Deed notifications or similaz mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact.
These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
2. An additional condition is that stormwater shall be directed to sheetflow at nonerosive velocities
through the protected stream buffers. _ _ _
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of
the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its
conditions aze 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 John Dorney at 919-733-1786.
i erel ~_~`"tUl
err T. sevens
Attachment
cc: Wilmington District Corps of Engineers
Division of Water Quality •Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

v2~. o3-fl9gq
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
Sean Clark
~ ~ !'
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONM N7l~~~-- ATUF2.QL RESOURCES
L~, ~~ ..
Division of Water Quality
June 26, 2002
~ Jt,L _ ~,;;~- ~ ,;
~~
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rdad
Raleigh, NC 27614
Subject:
Dear Mr. Clark:
Neuse River Basin Buffer Rules
NBRRO 02-116
Farmington Woods (Phase 10)
S&EC #02-3822
Garner, Wake County, NC
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 02-116.
On Apri124, 2002, I conducted a site visit of features A, B and C involved in the above
referenced project as identified on the attached Figures 1 and 2. It was determined that the
features shown on the Wake County Soil Survey and on the USGS Garner, NC Quad map are
potentially subject to protection under the Neuse River Basin: Nutrient Sensitive Waters
Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative
Code T15A: 02B.0233 (NCAC .0233). Feature A is subject and starts as indicated in field at flag
4001.1. Feature B is subject and starts as indicated in field at flag 502. Feature C is subject
throughout property.
Tllls 'letter Only addreSSe~ tiie afpllCaviiii~ Cff tiie *~eiiS~ t~~ilffcr P~uieS. Fvr iifvriTlati.^.n
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

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`~ raRMiNCTO,v wooDS D I E H L & PHILLIPS , P. A. s
WETLAND IMPACTS ~ PHASES 13 - 15 & aK
1 ~' RAI,F.IGH, NORTH CAROLINA consuL~~iwc eecweeas .,
CARY, N.C. [phone] ~ D P 4 MArs,
~___-_

01131,!200? 12:02 919-46?-532? DIEHL & PHILLIPS PAGE 02
DIEHL & PHILLIPS, P.A. ~ ~,, 03 - flq g q
CONSUL77NG ENGINEERS
?19 Effst Chatham Street
Cery, North Caroli~,s~ 27511
Telephone [phone] • Fax [phone]
M~1v1ORANDiJM
To: Whonn It M.ay Conceal
~~ ",~ "
From: ,A.,lan R. Keitk~, P.E.
Date: January3l , 2007
Re: Impexvigtls Surface Coverage
Farmizlgton Woods Subdivision Phases 13-15
WILLIAM C- DIirHL, P.E.
JOFIN R PHILLIPS, P•~•
ALAN R. 1~I:I~II, P.E.
k'armingtol~ Woods Subdivision Phases 13-15 will be developed as R-6 cluster
unit development pex the City of Raleigh. The minimum lot size is less than
S,ODU syuaze #eet. Sixty-two lots axe proposed. ~kle following is an estilxlate of
the impexvious surface proposed for the pxoject totaling 16.21 acxes which
includes over 5.9 acxes of Open Space:
Street ,Azea
Sidewalk
klouses & patios
Driveways &walks
Tota] Ilxlpezvious Suxface
1~ota1 Project Area
66y675 sc1 ft
7,690 sy ft
75,950 sy ft
27,900 sy l~t
] 78,21 S sy ft
706,100 sy ft
Percent 1lxtpervious = 178,215/706,100 X l 00% = 25.24%

b1/31/2bb1 1'1:32 919-467-5327 DIEHL ~ PHILLIPS
aq~'~ ~,,~ 20p7 15: 2'~"~! °4~~"~~ r ~3'~~.7 Dz~~fL & PI~14t.,,l~,~P
4 .~ ~ h ~
~ ~~''." j', ,~)I,i.~ ,~-~} .~ ! 4~14:W. ~ rill !gip
1 F'1l.AL V J
r'r:ac.;E t~2
~~, fl3 --~~Ig9
h~~- ~~i.R`ORfERATIO.N'AIwD~'IYtaAINT ~-[~ICE~:A(3REEMENT
~~~~;~~vel spreader~~¢.~ ~, an elongated, level threshold, deslg~ to I~i~fuse stormwater runoff.
`~ 'enance actiy~q,~, ~ l ~~ ~rerformed a$ follows: , , ~ ;~~, t
+; t ~ ~ ~ :' After con .' til v® et~-tion has been est~i ~ lish`ed.,'
g 'C"~{~ , der(s) shall be inspected after
;.~fi ~` S~~ every rain ,level spreader(s) shall be' ~pect ~. ''1p8;>lvery month and more
~', , ~ ~ frequently,; ~,sasist~n. a>~d.after heavy rain. I~ ®~re ~ ' ~`~,.
::t~, ,` `~ a. Acf ~ trri®n'i,:t®aves, and trash sh~i '•bef fie } ~, 'repairs made if required.
~~~~ b. Ins ' i~Q1rf ~~, for evidence' of sca~h~ urn ~tlement of the structure, and
i'a'~ "tiu ; co ~ ~ #'nwii.hill frott`r. the level. 6p~~tdeyr,(~. ~' '` '
,,_
~ai. ~~ c• A 1 'r~tt~111` kie'm&lnt~ined across t~te`et~~ir. ~., s ; .'` ~dng structure at afl times.
'` ~ 'j; R ~ th® Iev~sF spreader if it is datf;>~ge~cf. ':~~. .~;~t .r
r. d. Ma . s. over to a height of slx (6) irrGhes and® {~~eizts if they cover over half of the
ace. ,. ; .
,... "~,; . lev '~~ er Sdrf
'~> ~'i'e~':;&:~;~zP, s. Repai:r.ii~r~¢~d areas and replaoelreplant dead or damaged vegetation.
~, ~ • -i The cunt or S~t,~evoid the placement of any material on and prevent construction traffic across
~^~`~~~~~:~"~ ~' the structu. ,°(fi'`~ ~, ~ ~,.. ~ ensure is damaged by construction traffic, it shall be repaired immediately.
3. inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I Agree tp notify DWQ ofi any problems with the system or prior to any changes to
the system or respons1lale party.
Print name: an/
Title:
Addr
Phone:
Signat~
Date: ~ - v
Note: The Iegglty:respOh~ihie party should not be a homeowners association unless more than 50% of the
_.~lots have been 3bld'and a resident of the subdlvlsion has been named the president.
I a `v'~ ~ , a Notary Public for the State of _~
County of , da hewby certify that ~t~~j(1.1'Y1 ~ C~afYYll~i_i1 _
personally appear+®d before me this ~_ day o , ~~, and acknowledge the due
execution of the forgoing wet (wstland~ detention basin rriaintena requirements. Witness rrty hand and
nffi~ial cRal
w
• ~ W • .,,ter
0~, ~ ~~8 ~'tC ~ V St
.r ~'.~
~''~.~N COV~•`~
SEAL
~-
i~ty COR"ImiS,SiOn 63X(_ll~(lri. ~~
Page l ut' i

bl / ~1; Lbb f 11 : ~1 yl'~-4b f -5~1 f ll1tFiL ~ r'Fi1LL1F'S r'r-',ut a4
DWa Project No. V ~ O3 - ~ q
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007}
1. PROJECT INFORMATION (please complote the following information):
Project Name : _~ /./Q7-OS ScJ•BlJI~JLr~cy.? ~i'~~1TN ~~~
Contact Pelson: ~a/_ ~G~7~ht pF Phone Number: (q~j) 467 `
Level Spreader ID: ~]L~Zcdt7l~ ~ ~,~1 n.¢s,~ ~""
Level Spreader Length __ .`rGOJa. hk~~ ft.
Drainage Area /. S/ ac.
Impervious Area ~ ac.
Forebay Area 2.~ cu ft.
Maximum Filter StriplBuffer Slope F~
grass
Max. Discharge from 1 "Mr Storm p, 9 cfs
Max. Discharge to Level Spreader ~, q cis
Filter Stripl Zone 2 Buffer Vegetation ~"~ a~tT
(perpendicular to lbw)
(on-site and off site drainage to the level spreader)
(on-site and off-site drainage to the level spreader}
(0.2°~ of the contritwting impervious surface area)
(6°~ for forested, leaf Nttler Cover, 8°,6 for thick ground cover
(thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used G' c1rJ
~ ~.~ y 'Ivu' c rC~.~t~j1.h.,1 i/C.~..v~cs J1T ~ ~ A~/7~
II. REpUIRt=D ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. ff a
requirement has not been met, attach an exptanabon of why, At a minimum, a complete storrnwater 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
Lld~~ Project Site was visited prior to designing level spreader.
jQ~ .~ Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
Level spreader is ai least 13 ft. per cfs for thick ground cover or grass or 65 tt per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs far 150-foot buffer.
AR,tL Pre-Formed Scour Hales are on flat slopes only.
/4~L.k_ No structures are located In protected buffers (must meet no practical attemafives criteria).
Design Alternative (ii any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent.fllter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets al•e 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.

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b1~'31/2887 11:32 919-467-5327
DIEHL & PHILLIPS
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DWQ Project Na. V a. ~3 ~ ~9 ~ 9
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION {please complete the foliowina infarmationl:
Project Name
Canted Person:
Level Spreader fD:
Level Spreader Length ,j~~a1., f(~ {t,
Drainage Area ,~ j~ _ _ ac.
Impervious Area ~ D . G ac.
Forebay Area ~ ~ cu ft
Maximum F7ter StriplBuffer Slope ~'~~,~_ °~
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2°,6 of the contributing impervious surface area)
(6% for forested, leaf li#tler cover, 8°ib for thick ground cover
Max. Discharge from t°IHr Storm (. ~ cfs
Max, Discharge to Level Spreader S'; s~. efs
FilterStrip/ Zona 2 Buffer Vegetation ~e~~ (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~} GL S~ ~0~~~,N~~iaJ
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
requitement has not been met, altaeh an explanation of why. At a minimum, a complete stormwater management plan submlttat incudes
a worksheet fa' each BMP, design calculations, plans and specifications showing alt 6MPs 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.
~,plic8nts Initials
_..~~,~t.ll. Project Site was visited prior to designing IeveE spreader.
A~ ~ Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PMOTO OF l=XISTING BUFFE=R CONDITIONS.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 R per cfs in canopied forest with leaf
litter for 50-foot buffer; 5011 per cts for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer,
l.11L~.. Pre-Formed Scour Holes are on flat slopes only.
14il~L. No structures are located in protected buffers {must meet no practical alternatives criteria),
Design Alternative (if any) and Bypass method used;
_ _ __@ypass conveyance method is specified and plan details and calculations are provided,
Alternative design option is speafied and plan details and calculations are provided.
Qischarge to level spreader and subsequent filter strip is hydraulically and spaGafly separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details far the bypass and outlets are provided.
The operation and m0int6nancrj agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

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b1/91f1bbr' 11:'_',2 919-46i-532? DIEHL & PHILLIPS PAGE b6'
DWQ Project No, v a- D 3 r fl ~ ~ -1
DIVISION OF WATER 4UAl-ITY ~ LEVEL SPREADER WORKSHEET (11200'l)
!. PROJECT INFORMATION (please complete the following information):
Project Name: `.o ~l WOt~QS ~c t?A n~
Contact Person: ~~~/~~ ~ t c! BSI [~~ $~ t' 3 - !~
q,nJ f~/ra . pE Phone Number: i`fr9) ~-6 't g9"1~1.
Level Spreader ID: ~ ~c-.rr'~ a~J ,B.~A~,..~ o~
Level Spreader Length
Drainage Area
Impervious Area
Farebay Area
Maximum Filter Strip/Buffer Slvpe
grass
Max. Discharge from 1 "!Mr Storm
Max. Disch~ge to Level Spreader
Filter Strip! ,Zone 2 buffer Vegetation
_._ ~s ~ _ ft. (perpendicular to flow}
3~ ~ C` ac, (on-site and cif-site drainage to the level spreader}
,~ j,t~ /I~,. ac. (on-site and oA-site drainage to the level spreader)
Sbc~ ~ ,cu ft. (0.2°k of the cantribu6ng impervious surface area)
~_ °~ (6°~ for forested, leaf littler cover, 896 for thick ground cover
,`~ cfs
~.'~ cfs
Gr~4ss ~s~~/t,
E.~4ltrt.r~
Pre-treatment or Bypass Method Used /,~/~.~/ ~1ET~/VnO•~/
~ 13~-r A~~~t.~ro~/ t1~c~c~av~ At
II. REQUIRED ITEMS CHECKLIST
(thick ground cover or grass; canopied forest with leaf litter
groundcover)
t~
~~"~6
Initial in the space provided to indicate the following design requirements have barn met and supporting documentation is attached. If a
requirement has not bean met, attach an explanation of why, At a minimum, a complete stormwater management plan submittal incudes
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 substantiaNy delay final review and approval of the project.
Applicants Ini~ia,,,~
AJ1,/c., Project Site was visited prior to designing level spreader.
____ Arc Date of the Site visit, PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CaNDITI0N5.
Jjg [[. Level spreader is at least 13 i#. per cfs for thick ground cover or grass or 65 it per cfs in canopied forest with leaf
litter for 50-#oot buffer; 50 ft par cis for 100-foot buf#er, or 40 ft. per cfs for 150-foot buffer.
Pre-Formed Scour Nolas are on flat slopes only.
,_,~, M~ ,~No structures are located in protected buffers (must meet no practical alternatives aiteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is spedfied and plan details and calculations an; provided.
Alternative design option is speafied and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulleally and spatially separate from the bypass
discharge.
No stn~ctures are located in protected buffers.
PEan 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.

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DWQ Project N'o~. ~ 3 ' ~ "t $ q
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
1. PROJECT INFORMATION (please complete the fdlawing information):
Project Name ; ~ ~J~ C .t1 NA
Contact Person: «/ ~ Phone Number; (~rq) q-h ~ q°~'
Level Spreader ID; o,
Level Spreader Length ~ ft.
Drainage Area ac.
Impervious Area ac.
Forebay Area ____ _ 6 SG cu tt
Maximum Filter Strip/Buffer Slope +~ °/,
grass
Max. Discharge from 1"IHr Storm
Max. Discharge to Laval Spreader
Filter Strip/ Zone 2 Buffer Vegetation
cis
cfs
t :Fu~aiv E r!;rC. ~ rT
Pre-treatment or Bypass Method Used 1Ly A~'r~~vlas~
~ J3/f.4 Ac i ~ ~aJ llo~c~e: Rr
II. 12EQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(an-site and oft-site drainage to the level spreader)
(on-site and otf--site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf litfief cover, 1396 for thick ground cover
(thick ground cover or grass; canopied forest with leaf litter
groundcover)
/ B~c.~
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached, tfa
requirement has not been met, attach an explanafion of why. At a minimum, a complete stormwater management plan submittal indudes
a worksheek far each BMP, design calculations, plans and spectificatians showing ail 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 approvaE of the project.
Apalicants Initials
Projeck Site was visited prior to designing level spreader.
_. ,(~ Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PH4T0 OF FJ(ISTING BUFFER CaNDITIONS.
/a kr~ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per efs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot twffer, or 40 ft. per cfs for 150-foot buffer.
Pre-Fomted Scour Holes are on flat slopes only.
~i'A.lr- No structures are located in protected buffers (must meet no practical alternatives criteria),
Design Alternative (ii any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
_,Altemalive design option is specified and plan details and calculations are provided.
Dlscharge 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.

eJll=~1i-LrJ rJ~ 11:.~L 'J l'y-4b l-5.;Lr ll1tHL Lr. I-'H1LLlt/5 F'F1Ut 11
DWQ Project No. ~__a- d3 ~ ~~ g ~1
pIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Nama ; ~~4itw.e~,v<<~.,J Lt~tC~OQf j-t,}'~,gJ~~ I1L-t/a,,,~ ~(ipSGS 17 ~ [S
Contact Person: ~c..a'4rJ /GE~;?t . /JF Phone Number. (g/9 } ~f6'7 99?~.
Level Spreader ID; ~~~~ Q~9 F~nl ~tle.~3
Laval Spreader Length ~el. ft.
Drainage Area / '7,L ac.
~•
Impervious Area ac,
Forebay Area ~,7 O cu ft
Maximum Fitter Stripl8uffer Slope ~`~ , °~
grass
Max. Discharge from 1'Mr Storm __ ~~~ cfs
Max, Discharge to Level Spreader O, ~ cfs
Fitter Strip! Zone 2 Suffer Vegetation ~2..esf -. s~wEi~-

(perpendicular tv flow)
(on-site and off-site drainage to the lave! spreader)
(on-site and oif~site drainage to the level spreader)
(0.286 of the contributing impervious surface area}
(6°~ for forested, leaf littler cover, B°~ for thick ground cover
(thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-Ueatment or Bypass Method Used l~ /1..Y t~E`'c"~ ~ IJ
~ ~ilL 4° ~~,~7d~ VOA, UlM,r lQ7' ` ~ ~~?nc
Il. REQUIRED ITEMS CHECKLIST
Enifial in the space provided to indicate the fallowing design requirements have been met and supporting doaimentation is attached. fPa
n1qurremenl has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submital includes
a worksheet for each BMP, design calculations, plans and specifications showing elf 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 '
AA1C Project Site was visited prior tp designing level spreader.
A ~..iG Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFf_R CONDITIONS.
f~ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest wi#h leaf
litter far 50~foot buffer, 5D ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer,
_ Pre-Formed Scour Holes are on flat slopes only.
~J4ts- No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass me#hod used:
Bypass conveyance method is specified and plan details and calculations are provided,
Alternative design option is specified 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.

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