20030523 Ver 1_COMPLETE FILE_20030428

O?O? W A 11?RpG
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
June 2, 2003
DWQ Project No. 03-0523
County: Wake
Page 1 of 2
SPCA of Wake County
Attn: Mort Congleton, E.D.
219-B Garner Business Court
Garner, NC 27529
Subject Property: SPCA of Wake County, Withers Road, Garner, NC
S&EC, Inc. Project No. 01-5565
UT to Swift Creek [03-04-02, 27-43-5-(2), WS-III NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
Dear Mr. Congleton:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 85 feet of stream and 2,576 square feet (ft) of protected riparian buffers for the purpose of
constructing the access road and 25 feet of stream and 1,871 ft2 of protected riparian buffers for the purpose of
installing the sewer line, as described within your application dated May 12, 2003. After reviewing your application, we
have decided that the impacts are covered by-the N.C. Division of Water Quality (DWQ) General Water Quality
Certification Number(s) 3374 and 3404 (GC3374 & 3404). The Certification(s) allows you to use Nationwide Permit(s)
12 and 14 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. Also, this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us anew 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). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Water Quality Certification(s)
The proposed project must comply with all of the conditions of General Water Quality Certification(s) (GC) 3374 and
3404.
2. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B .0233(5).
3. Certificate of Completion
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands
rage z or z
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.
4. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans provided attached to your application, must be implemented and
the stormwater management facilities shall be constructed and operational before any permanent building is
occupied at the subject site. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3374 & 3404
Cc: Todd Preuninger, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 03-0523
Date: June 2, 2003
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Soil & Environmental Consultants, PA
- Phone: [phone] Fax: [phone]
1101.0 Rnvcn Ridge Road • Raleigh, North Cuolina 27614 .c
FACSIMILE SKEET
FAX ND- [phone]
DATE, A Project Number: S10
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TO: NAME: CS -&I CC: u7 N_
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COMPANY: 7
FAX NUMBER:
FR?? SUBJECT:
The following items are being faxed. Number of pages including transmittal sheet
For Your Comments/Approval For Your Information
Per Our Conversation Your Request
Please Advise Please Call
Would Like To Discuss Please Handle
HARD COPY SENT: Hand Delivery
US Regular Mail
Overnight No Hard Copy Sent
REMARKS :s.
IF YOU 14AVE ANY PROBLEMS WITH T 9I9> $TRANSMISSION, PLEASE
CONTACT
*CONFIDENTIALITY NOTICE*
This transmission is intended only for the use of the individual or entity to which it is addresoed and may contain information that
is privileged and confidential. if the rCadCr of this message is not the intended recipient, you are hereby notified that any
disclosure, distribution or copying of this information is strictly prohibited. If you have received this transmission in error,
please notify us immediately by tcicphoneand return the fnxcd documents to us at the above address via the United States Postal
Service.
?atsb?rs?57 ??c Hiclcorv R;
Ghltr1°.t[C 3817-E Irawndale Drive 622 Coon Mountain Lane
236 LaPhillip Co Court, Suite C Greensboro, NC 274.55 Thylorsville. NC 28681
Concord, , NC C 28025
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone]
Fax: [phone] Fax: [phone]
o OF wA r,p?
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Michael F. Easley, Governor
William G. Rose Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
May 7, 2003
DWQ # 03-0523
Wake County
CERTIFIED MAIL - RETURN RECERIT REQUESTED
SPCA of Wake County
,Attn: Mort Congleton, ED
219-B Garner Business Court
Garner, NC 27529
Dear Mr. Congleton:
On April 28, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to full waters for the purpose of commercial fill in Wake County,
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following
information and refer to the DWQ #k listed above in your reply. Please show these on maps of suitable
scale (for instance 1" - 100 feet) so we can begin to determine your projects' compliance with 15A
NCAC 2H.0500.
1. Please provide a signed and dated copy of the application.
Please telephone Mike Horan at 919-733-3575 if you have any questions or would require copies
of our rules or procedural materials. 11is project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
1RD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Pretminger, S&EC
R. Dorsey
Water Quality Ce tcation Program
i
N. C, Division of Water Quality, 401 Wetlands Certihoation Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httpJlh2o.enr,sWe.nc.us/ncwsUands

Im ervious su ace fo lowizt constructio?a will be 31% as er the ro'ect en 'ncer. The
ro sed stonnwater manse cnt l.an consists of a stormwater detention and with a forested
filter stri shown on the attached tormwater Ian .
iaI. 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.
Sanitaz sewer
XIU. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Mules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No 0
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

O
Applicant/Agent's Signature pate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
0? WATF9 Michael F. Easley, Governor
? p William G. Ross Jr., Secretary
O North Carolina Department of Environment and Natural Resources
j r Alan Klimek, P.E., Director Division of Water Quality
0
May 7, 2003
DWQ # 03-0523
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
SPCA of Wake County
Attn: Mort Congleton, ED
219-B Garner Business Court
Garner, NC 27529
Dear Mr. Congleton:
On April 28, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of commercial fill in Wake County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable
scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A
NCAC 211.0500.
Please provide a signed and dated copy of the application.
Please telephone Mike Horan at 919-733-3575 if you have any questions or would require copies
of our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
Sincerely,
R. Dorney
4 1 Water Quality Certfication Program

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Andrea Wade
2321'Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
RE: Nationwide Permit 12 & 14/401 Water Quality Certification AnkQ
SPCA of Wake County
Garner, Wake County, North Carolina
S&EC Project #: 01-5565
Dear Ms. Wade and Mr. Dorney,
NISI &WI
6 ?
p,pR ?p03
On behalf of SPCA of Wake County, we hereby request authorization from the US Army
Corps of Engineers to use Nationwide Permits 12 and 14 to cover impacts to stream
channels (see attached overall map). We also request written concurrence from the North
Carolina Division of Water Quality that the project complies with the 401 Water Quality
Certifications associated with Nationwide Permits 12 and 14. A Pre-construction
Notification Application (PCN) is attached, which includes an agent authorization form.
The proposed project consists of impacts from the construction of an access road for a
new SPCA facility and a sewer line. The project is located south of the intersection of
Tryon Road (SR 1370) and Withers Road (SR 1466) and is bordered on the west by
Norfolk Southern Railroad. The site is approximately 44 acres in size and consists
primarily of wooded land. Please refer to the attached USGS map, which displays the
location of the proposed project.
S&EC performed a detailed wetland delineation and buffer evaluation on the property in
April of 2000. Mr. Charles Brown of the NC-DWQ conducted a site visit on May 11,
2001 to confirm the buffer determination. A copy of Mr. Brown's letter is attached.
The applicant requested a detailed wetland delineation and buffer evaluation on the
property prior to site plan development in order to avoid jurisdictional wetlands and
waters and riparian buffers to the maximum extent practicable. The proposed roadway
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court. Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
/171 r April 28, 2003
7^ 4011 f UE?
will impact 85 linear feet of intermittent channel, and the proposed sewerline will
temporarily impact 25 linear feet of perennial channel. These impacts are elaborated
upon within the attached PCN form and are shown on the attached inset impact maps.
The proposed roadway, Pet Finder Lane, is needed to gain access to the proposed SPCA
facility from the existing Withers Road. Because of the location of the existing out
parcels and the intermittent channel that flows adjacent to Withers Road, impacts are
unavoidable in order to access the southern portion of the property. Please also note that
the proposed sewerline must connect to an existing line to the south of the property and
must cross a perennial channel that flows east-west near the southern property line. Both
crossings are at a near perpendicular angle and following construction of the sewerline,
all original contours will be restored.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and compensatory mitigation
to offset unavoidable losses of waters of the US. The proposed road and sewerline are
necessary to access the southern portion of the property and provide sanitary service to
the proposed facility, as discussed above. Because the applicant has minimized impacts
to the maximum extent practicable S&EC believes further compensatory mitigation
should not be required by the USACE.
NC-DWQ's current policy requires written concurrence for stream impacts to stream
channels within the Neuse River Basin. We request written concurrence that the project
complies with the 401 Water Quality Certification associated with Nationwide Permit 12
and 14. NC-DWQ's current policy does not require wetland or stream mitigation for
perennial stream channel impacts below 1 acre and 150 linear feet per project. Because
the total impacts consist of 85 linear feet to an intermittent channel, 25 linear feet of
temporary impacts to a perennial channel, and no wetland impacts are proposed, we do
not believe that wetland nor stream mitigation should be required by NC-DWQ. Please
note that following construction the site will contain 31% impervious surface, as per the
project engineer. Please see the attached stormwater plan, provided by John A. Edwards
& Company, that shows the proposed stormwater detention pond, forested filter strip and
stormwater outfalls.
Please call if you require any additional information or have any questions.
Sincerely,
Todd Preuninger
Biologist
La a Gadd
Wetland Scientist
Attachments:
Pre-construction (PCN) notification form
USGS Site Vicinity Map
Wake County Soil Survey Map
Impact reference map and 2 larger-scale inset maps
Agent Authorization form
Buffer confirmation letter from Mr. Charles Brown
Stormwater plan and calculations
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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
2. Nationwide, Regional or General Permit Number(s) Requested: 12. 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: SPCA of Wake County, Attn: Mort Conglleton, E.D.
Mailing Address: 219-B Garner Business Court
Garner NC 27529
Telephone Number: 919-772-2326 ext. 23 Fax Number: NA
E-mail Address: NA
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: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: Rreuninger(a)sandec.com
Page 1 of 8
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: SPCA of Wake County
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 1702007322
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
to the south of the intersection of Tryon Road SR 1370) and Withers Road (SR 1466 and is
bordered on the west by Norfolk Southern Railroad.
5. Site coordinates, if available (UTM or Lat/Long): 35°43'47.30" N 78°39'39.64" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Approximately 44 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Swift Creek
8. River Basin: Neuse
(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 existing conditions consist primarily of wooded land.
The general land use within the vicinity of this project consists of commercial land use.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of constructing a new SPCA facility and an access road from the existing
Withers Road (SR 1466). Heavy equipment typically associated with road construction and
grading will be used for this project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
a new facility for the SPCA of Wake County.
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 performed a detailed wetland delineation in April 2001. Mr. Charles Brown of the NC-
DWQ conducted a site visit on May 11 2001 to confirm the buffer determination. A copy of
Mr. Brown's letter is attached.
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.
None anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed permanent impacts
consist of 85 linear feet of intermittent stream channel and 25 linear feet of temporary
impacts to perennial channels.
Page 3 of 8
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
NA NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.zov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.25 acres
Total area of wetland impact proposed: 0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Im act leasespecify)
Impact 1 Permanent/ 85 UT to Swift Creek 3' Intermittent
culvert
Impact 2 Temporary 25 UT to Swift Creek 3' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.niapyuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 85' (permanent), 25
(temporary) 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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
Page 4 of 8
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed roadway Pet Finder Lane is needed to gain access to the proposed SPCA
facility from the existing Withers Road. Because of the location of the existing out parcels and
the intermittent channel that flows adjacent to Withers Road impacts are unavoidable in order to
access the southern portion of the property. Please also note that the proposed sewerline must
connect to an existing line to the south of the property and must cross a perennial channel that
flows east-west near the southern property line. Both crossings are at a near perpendicular angle
and following; construction of the sewerline all original contours will be restored.
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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
Page 5 of 8
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:/lh2o.enr.state.nc.us/ncwetlands/strm2ide.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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wmzindex.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 6 of 8
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Impact 1:
Zone* Impact
(square feet Multiplier Required
Mitigation
1 2000 3 NA
2 576 1.5 NA
Total 2576 NA
Impact 2: (temporary)
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1385 3 NA
2 486 1.5 NA
Total 1871 NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Page 7 of 8
Impervious surface following construction will be 31%, as per the project engineer. The
proposed stormwater management plan consists of a stormwater detention pond with a forested
filter strip (shown on the attached stormwater plan).
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.
Sanitary sewer
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. 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).
F F,
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Project #: Scale:
00-5565 1" = 2000'
Project
Mgr.: A Date:
4112101

Figure 1 - USGS Quad
Tryon Road Tract
SPCA
Raleigh, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
LAKE WHEELER, NC
14 1993
NIMA 5255 II NW-SERIES V842
Project #: Scale:
00-5565 1" =1320'
Mgr.: JB 4112/01
Figure 2 - Soil Survey
Tryon Road Tract
SPCA
Raleigh, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
SHEET NUMBER 68
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From:VA OF WAKE CO KIY 9197722480 04/08/2003 14:42 #253 P.002
Nam
AGENT AtMORWAH M
Environmental Consultants, PA
Rod . n t rA Nuft o.el.27614 - ragm 0119) 94&59W rm (pip) SWW
,?c
Ph*= `7f `Z Z7 7- ` 7-.5,W b• X 1
Project Name/DeIDaiption; ? r?,l l` J/ [ ? ?
Date- 6 _
The Dgmtaut of the Army
U.S.•AmW Corp, of mow, Wilmington DisWd
P.O: Box 1890
Wgaefngton,, NC 26402
Attn: v,.e-& wa e
Field Of ' KW fZ&
Re: Wetlands Related Cortisuift amd Pemaidng
To Whom it may Concem:
L the current pam rtve ' owner, hereby dalVute and aadwda &d do I nvhwarm al CmwWtm s, PA to
ad in my beW as my agent in the promoting of pomdt VpUmtloxw, to fvmdah upon mgv"t
lanm al information in rapport of atppHmtions, etc. from ft day forward. The day of
I' a
This notifimhon mTaveder any, pn wimm eortea mtft ce cmc wing the agent for 0* prvjace
NOTICR This ateihod=tioml for Iiabllity and professional coarteW rmons, is valid only for
government offidata to enter the pr+vpe ly when wwmpaaied by Sdr>=C Sue you Irbpvld call Sdr.EC
to amm%e a dte meeting prior to vbkkg the mite. 11
Ak Z L l t.,?
hi?t Propocty Owner's Name
cc: W. John Dormy
NCDENR - DWQ
2321 C mbtree Boulevard
Raleigh, NC 27MI
A4
Pro : Slioature
cc: W. Todd Prwningw
Soil do Environmental Consulhmtiy PA
bw* gene"smU64w

State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross, Secretary
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
May 17, 2001
Mr. Todd Preuninger
S&EC,Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Neuse River Basin
Riparian Buffer Rules
NBRRO 01-144
SPCA/Tryon Road Tract
S&EC Project #00-5565
Wake County
Dear Mr. Preuninger:
On May 11, 2001, I conducted a site visit of the features involved in the above referenced
project. It was determined as a result of the site visit that the channels present on the property were
subject to the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and
Maintenance of Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233).The
approximate placement of the subject channels are indicated on the attached map. The channels are
unnamed tributaries of Swift Creek.
This office has assigned the reference number of NBRRO 01-144 to this project. Thank you
for your attention to this matter and if this Office can be of any assistance or if you have any
additional questions concerning this letter, please do not hesitate to contact me at 571-4700 ext. 237.
rely,
Charles Brown
Environmental Specialist
cc: John Dorney, DWQ
\neusbuf.let\nbr01144.1et
1628 Mail Service Ce4ter, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
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Maps and databases are public information supplied
by various government agencies. The author and/or
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responsible or liable for the information depicted
herein. Inquiries concerning the data should be 0
directed to the appropriate government agency. E
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100 200 301 401 8:12
APR 5, 2001
Scale in Feet
A ??
04/04/2003 10:43 JOHN A. EDWARDS & CO. 4 6469467
DETENTION POND SIZING CALCULATIONS

NO. 221 D02
04/04/2003
10:43 JOHN A. EDWARDS 8 CO. 4 8469467
NO. 221 903
BNkTHAUER CONSULTING, E,:NMEERING
1012 NORTH SALEM STREET
APEX, NC 27502
(919) 362-MS
fax [phone]
= 44.46 acres
14.31 acres
= 0,90 acres
= 13.41 acres
- 21.89 acres
B PerrnaneMy Protected Managed Open 6paoe = 6.25 was
_ PRE D(g1 LOMENT LOADING
Type of Land Cover Area Area Area Area Area Total TN export TN export
Lot 1 Lot 2 Lot 3 Lot 4 Street Area coeff, Imm use
(acres) (awes) (acres) (acres) (acres) (acres) (Ibs/ac/yr) (Nos/yr)
Existing Forest Land 8.10 11.45 21.80 0.00 0.70 42.05 1.70 71.49
_ Existing Pasture 0.00 0.00 0.00 1.60' 0100 1.50 4.40 6.60
_ Existing Residential 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00
_ Existing Cropland 0.00 0.00 0.00 0.00 0.00 0.00 13.60 0.00
Existing Commercial/Industrial 0.00 0.00 0.00 0.00 0.00 0.00 13.00 0,00
_ texisting Impervious Surfaces 0.00 0.00 0.00 0.90 0.00 0.90 21.20 19.08
TOTAL 8.10 11.45 21.80 2.40 0.70 44.45 97.17
Plitrogen LoadMg Rate (Ibs/aclyr) 2.19
- PCST•QEVELOMENT LOADING
Typo of Land Cover Area Area Area Area Area Total TN export TN export
_ Lot 1 Lot 2 Lot 3 Lot 4 Street Area coat(. ft w use

„ (acres) (acres) (acres) (acres) (acres) (acres) (lbs/ac/yr) (lbslyr)
Permanently Protected
Undisturbed Open space 2.10 2.89 16.90 0.00 0.00 21.89 0.60 13.13
_ Perrnaner* Protected
Managed Open space 1,60 2.05 2.60 1.60 0.30 8.25 1-20 9.90
Impervious Surfaces 4,20 6.61 2.30 0.90 0.40 14.31 21.20 303.37
_-11.18TOTAL 8.10 11,45 21.80 2.40 0'70 44.45 326.41
_ Existing Impervious Surfaces 0.90 21.20 19.08
--.TOTAL 30733
--- 1trogen Loading Rate (ftselyr) 6.91
WID = retention pond a 25% reduction
N en Londi Rate (Ibslac/yr) - 5119
APEX STUL SITZ PLAN
GARNER, NC _
FILE 1209.XLS
GATE: 22 AN 2003
t3ASE6 OIV PLANS 'DATED 23 JAN 2003
1 Total Project Area
2 Total Proposed Impervious Area
9 Existing impervious area (piror to 3/9/01)
4 New Additional Impervious Area (2.3)
-- 5 Permanently Protected Undisturbed Open space

04/04/2003 10:43 JOHN A. EDWARDS & CO. 4 8469467 NO.221 P04
11?6 I GnINI'nc rr.KMANCNT FW1. aUKr^FwC AKEA
APEX STEEL SITE PLAN BRETHAUER CONSULTING ENGINEERING
GARNER, NC 1012 NORTH SALEM STREET
_ APEX, NC 27502
FILE: 1209.XLS (919) 362,6645
A'l 6 JAN 2003 fax [phone]
SASEQ ON PLANS DATED 6 JAN 2003 mbrethauer&c.m.com
- ^ Impervious Area Flowing to Pond 13.21 acres
TAI Area Flowing to Pond = 23.66 acres
'T !6 Impervious Area Flowing to Pond = 56.1 % acres
Average Permanent Pool Depth = 4 feet SAIDA = 0.0303 ' (% Impervious) + .20
Am.zw Permanent Pod Depth = 4,5 feet = SAIDA = 0.0279 " (% Impervious) +.20
Average Permanent Pod Depth = 5 feet = SAIDA = 0.0251 • (% Impervious) +,20
AVERAGE DESIGN DEPTH = 4.5 feet
SAIDA = Surface Area0ainage Area
0.0279 • (% Impervious) +.20
_ 1.765006
DA =A
Required SA
Pona Length -
Pond Width
-
Actual Surface Area
DETERMINE SEDIMENT STORAGE
C
L20

23,55 acres
0.42 acres
18106 square feet
230 feet
9o feet
18400, square feet
Pollution Concentration
0 (for DA=23.5, Low Loading)
20 Year Loading (0.5 feet minimum)
2.3 CA " (0.0091 + 0.05)
0 therefore,
0.5 feet (minimum)
ft R sf ' ft ft d of
BOTTOM OF POND
0 206 56.0 11636.0 0.0 0.0 0.0
1 210 60.0 12600.0 110 12600.0 12600.0
? 214 64.0 13896.0 1.0 13696.0 26296.0
3 218 68.0 14824.0 1.0' 14924.0 41120.0
4 222 72.0 15984.0 1.0 15904.0 57104.0
6 226 78.0 17176.0 1.0 17175.0 74280.0
PtAINANENT POOL, 6 230 90.0 18400.0 1.0 18400.0 92680.0
'• note, 2:1 slope below permanent pool, 3:1 slopes above permanent pool
AVERAGE DEPTH = 5-0 feet
SEDIMENT STORAGE DEPTH = 0.6 feet
AVERAGE DESIGN DEPTH = 4.5 feet
(.ENGTH:WDTH - 2.9
m
A
m
APFEX STEEL SITE PLAN
GARNER.NC
FILE: 1209XLS
DATE: 28 JAN 2003
BASED ON PLANS I}ATED 23 JAN 2003
BRETHAUER CONSUL' INO ENGINt81fj
1012 NORTH SALEIM SM
APEX. NC Z
t91 ? 3924
fax (919) 3M4
mttrethaawQwAr.
PKE-DEVF..010ME fT - ENTME SITE
ELEV(47)- 330.0 feet LENGTW 1100.0 fool DA = 44.4 ac; C =

ELEV(H2)=
302.0
feet lax
7.1
minutes 0.52
Return Frequency = t Your Return Frequency =19 Year
g= 104.0 h- 10.0 9= 195.0 fl--- 22
1= 42 incheshour Qp 96 do I= 6.7 Inthr QD= 155 ds
Return Frequency - 25 Year
90 232.0 Ir= 23
t = 7.7 h*W Qp = 176 efs
POST-QEVEL.OPN ENT - VITIRE SITE
£LEV(Hl)= 330.0 feet LENGTH-- 1100.0 feet VA= 44.4 ac C = 0.01
1=LEV(H2)= 302.0 feet tr- 7.1 minutes
Return Frequency $1 Year Retum Frequency =10 Year
9r 104.0 Is-- 18.0 g= 195.0 h= 22
(= 4.2 kvir Qp = 112 ds I = 6.7 inlhr Qp = 162 de
Qp[rnanease) = 17 do apowasse) = 27 dB
Return Frequency - 25 Year
8= 232.0 h- 23
I = 7.7 ;niter Qp = 209 ds
OvCsee? = 31 ds
PRE-DEVElOPmff - FWMMG TOWARI)9 POND
EL EV(H1 )- 330.0 ieet LENGTH- 1100.0 feet DA = 23.5 ac C = 0.52
EL£V(H2)- 302.0 feet to-- 7.1 minutes
Return frequency' 1 Year R.burn Frequency -10 Year
9= 104.0 fr= 18.0 g= 195.0 ha 22
I= 41 Inchosfiour op = 51 ds f = 8.7 infir
_ M =
82 de
Ratum Rreguency - 25 Year
9= 232.0 h= 23
1= 7.7 Inlhr t]p = 94 do
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APEX STEEL SITE PLANT
GARNER. NC
FILE: 1209-XLS
DATE: 23 JAN 2003
BASED ON PLANS DATED 23 JAN 2003
POST-DEVELOPMENT - FLOMNtG TOWARDS POND
ELEV(H1)= 330.0 feat LENGTH=
ELEV(1H2)= 302.0 feel h?
Ratum Frequency - 1 Year
on 104.0 h-
im 42 IncheLftaur Qp =
POST-DEVELOPMENT -AFTER POND
1100.0 feel
7.1 minutes
18.0
fia0 da
StagelStorage: S1agatDlscharga Data:
S - Ka (Z)"b Low Flow Orifioe
Ks = 18,2t7.1 Uiameter = I J00 inches
b a 1.18 0 WB feet
Zo = 6.00 ft Area = 0.01 sq ft
Ca= 0!6
inltlai WaInrElev: Elevation= 13:00 feet
Z= 6.00 R Ch dlar Riser.
Dr= Z5 feel
Top of am = 10.7 CW = 330
(Need l fbol of ft"board over Co = 0A
100•jrr. W.&e.) 2r = 6.15 feet
Bern3[
Ob = 38 11nohea
f Ce = 0.60
Inv = 0.00 fee!
VNelr (EMS):
LW = 15 feet
ZW = 9,10 feel
Crr s 3.00
HRETHAUER COXSt11YM ENGVIEERINIO
1012 NORTH SALEM STREET
APB(, NC 27301
(919) 36241845
tax (919) 38219843
mbrethauere»,srcom
DA = 23.5 ac C = 0.61
Return Frequency s 10 Year
9W 195.0 h= 22
t= - 6.7 infir OP: 96 cfs
Return Frequency m 25 YaaT
Q° 232.0 h_ 23
I = 7-7 infix Qp = 111 cfs
Retum Fmqueacy =100 Year
9= 280.0 ha 25
1= 9.0 6,11W QP = 130 ds
DA;= 23.5 ac ca 0.61
CNN 78.85
Retnm Frequency s 14 Relnfell
!'a= 1.00 in QP = 60 afs
S = 2.66 In TO = 1.2 min
no = 0.07 ire Too = 0 mire
Vol = 0.13 ac f! QT = 3 ndn
Return frequency =1 V"r. 24 Hour
Pn24= 3.00 in GPM 60 dfs
S m 266 in Tp in 20.3 Wn
O' = 1.18 in TPI10 - 2 min
Vol = 2.31 ao-!t dT a 2 min
Relum Frocisoncy =10 Year
Pn6= 3.90 In Qp = 98 cfs
S= 298 in TO m 19.9 min
a*- 1.67 in TP110 in 2 mtn
Vol = 3.7 8" CT = 2 min
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. A
STEEL SITE PLAN
ER. NC
1209.XLS
23 JAN 2003
3 ON PLANS DATED 23 JAN 2003
BRETHAUER CONSULT1PIG ENGINEERING
1012 NORTH SALEM STREET
APE)( NC 21602
(919) 3624646
tax (919) 3624M
Retum Frequency - 23 Year
S = (1000fCf?¢10 Pn6= 462 in OP = 111 Cfa
Q'-= DgAh of Runoff = ((P-02S)"2r(P,+0.8S) S = 2.88 in Tp = 22-8 min
V - Vdume of Runoff = DA 4 Qd 0• = 2.46 in Tpno = 2 min
WEIR FLOW 0 = CJ-rI.5 Vol = 4.8 ac-ft dT = 2 ndn
RISER ORIFICE 0 =CdrLD(2gh)"1J2 Return Frequency =108 Year
EMERGENCY WEIR Q - 0wL(H*r32 PnB= 9.00 in QD = 136
CULVERT SUBIVIERGE13 OR04CE Q= CdA(2g(H4 2))"tfl S= 2.68 in . TOM 28.9
" NOTE: hold 1" rainfall. 2-4 days = 48 to 96 Hours = 2.980 to 5.760 Minutes (31 = 3.66 in TPM = 3
Vol = 7.2 EC4 dT = 3
1 Year - Gi Hour Storm Si Year - B Your Stomr 25 Year - 6 Now Storm
Ptak 1-YrJS hT Stage = 6.14 ft Peak 10-Yr PraDev 0 = 154.96 ds Peak 25-Yr Pmosv Q = 178.23 0m
Peak 1-Yr Outflow = 0.01 eft Peak 10-Yr PoalDsv Q = 181.78 cfs Peak 25-Yr PostDov Q = 209.07 cis
Max 1-Yr Pool = 0.35 ac Min Required Detention = 2622 acts Min RequhW Detention = 30.03 sfa
10-Yr 0 bef" Porgy 9621 ds 25-r Q before Pond= 110.68 Gill
'1 Year - 24 Hour Stw= Req1d Wax 0 after Pond = 59.39 ch ReWd Max 0 after Pond = 79.81 ds
Peak 1-Yr Pre138v 0 = 95.84 cis Peak 10-Yr stem - 8.58 8 Peals 25`Yr Stage - 9.07 a
Peak 7 Yr PoslDev Q = 11243 da Peat 10-Yr OuMm = 63.05 ch Peak 25-Yr Outflow = 75A14 cis
Min Required Detention = 18.39 dxs; Max 1 QYr Pool - 10.58 ec Max 25-Yr Pod - 0.60 aC
1 Yr 0 before Pond= 5950 cis Actual Delerdba = 33.16 cis Actual Detention - 35.02 cis
Raba Max Q alter Pond = 4292 cis
Peak 1-Yd24 fir Stage = 7.70 It 100 Yew - 6 Hour Storm
Peak 1-Yr Outflow = 40.32 do Peak 1130-Yr Stage = 967 A
'Max 1-Yr Pool a 0.34 arc PeaMOO-Yr oulfiow = 110$7 de
Actual Detention = 10.18 C% Max t 00-Yr Pool 0A62 ac
100yr Fresboard = 1.0 tt
•
Chetramw RoGRtng S" Rainfall 0180 ve 1" Rainfall
Time Inflow Storage Stage OptRow Low Flow Riser Riser Banal weir
min cde d ft da Orifice Orifice weir Inlet era
0 0 0.0 6.00 0.00 0.06 0.00 0.00 0.00 0.00
3 9 0.0 6.04 0.00 0.00 0.00 0.00 0.00 0.00
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DWQ# -03b ?J?? -Triage On-Hold: Letter 2.0
$$) Plan Detail Incomplete
? Please provide a location map for the project.

F_
Staff Contact I)ate -If:)
? Please show all stream impacts including all fill sill? es, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please Indicate all buffer impacts on the site plan.
? 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.
0 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.
0 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
0 Please specify the percent of project Imperviousness area based on the estimated bullt-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 Mlnimlzation Not Provided
0 The. 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 be that the labWW on the plans ar 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 stomrwater
can be discharged through the buffer.
Other
? The application fee was insAclent because over 150 feet of stream and/or over 1 acre of wetland Impact was 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 copyo- fftt?hPe application.
? Please provide copies of the application, copies of the site plans and other supporting Information.
Mitigation
0 of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan, The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of Impacts proposed.
0 Please indicate which 404 Permit the USACE would use to authorize this project.
¦ Complete items 1, 2. and 3. Also complete
item 4 if Restricted Delivery is desired.
0 Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: I SSv
SPCA of Wake County
219-B Garner Business Court
Garner, NC 27529
03-0523 - Wake County
A
x 711 AA
B. Received by(
?/ ? Agent
tr ? Addresse
C. Date of Deliver
D. Is delivery address different from stern 17 U Yes
If YES, eater delivery address below: ? No
3. Service Type
13 Certified mail ? Express Mail
? Registered ?rRetum Receipt for Merctwdis
? insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number ' 7002 3150 0 0 0 4 9 315 3179
mansfer from serve 9
os Form 3811, August2ool Domestic Retum Receipt 102595024A-15
UNITED STATES POSTAL SERVICE

• Sender: 'lease print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
0 1 1!llf?!!lii'!}II!!i!1!!1!l?3?lI?FS}!!}l?Iil?}}?}}!lfillY
~1 ~ ~
oor E'i w.csu k ma~a n. xflr ma ems. ~
: ~ 0 TRYON ROAD P ~ - -
~1 ~ soup, r~ 3 _ _ _ UBLIC S.R. 1370 60 R/W
~ ~ a e~~o. ..c-~- -
~t ~ ~
1 1~ti ~ ~ ~ - - ---I - - --I - - ~ ~ ~ - _
~ < @ $ g I ~ ~ $ g 7 ~ I
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a car on ~ w i ~ ~ ~ f l ~ ~ PP /
Ao. N ~a ZONED SB ~ ~ ~ / _
~1°" ~ owwn I ZONED SB PIN # 1702.17-01-6102 I
e ~ - ~ PIN # 1702.17-01 1195 / ~ SHIRLYE KAUFMAN % ~ .I / e
~ HAMILTON MACHINE WORKS v ~
~ ~ r ~ ~ ~ : o ~ ~ S ~ / J
~ ~ 1 70 ^ ~4 N - / r i
g as ~ ,ma / 1 ~
~ ry I ~1 n ? / / J
M ~ S ~ Payo s 3B h a $ an . / / ~
~ ~ ~ N ~ ,38, ~ WIT i ~ ~~`-l`-,LIEU IVEWbUFfER
_ _ HERS ROAD (PUBLIC) S.R. 1466 rhs 1 r - - _ 466 60 R/W - ~ / / ~ / ~ ' - L - - ~ / (50 FROM/f'OP 0 BAIQK)
--r -T- - _ - - - - _ . n ~ ~ - ~ / - - - - - - ~ / / ~ 10.5' 29'
1379 N ~ _ _ / \ -,~f_ ~ ~ ~ / - - - - - ~ ~ ~ 2'-6 2'-6
1_ / ~ /
~ 1375 2715 30 24 ~ ~ _ ~ ~ 24 C - ? i rc' .
~ ~ ~ ~ ~ /
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1~~ c ~ N ~ 't I STONE BASE I / ~ CURB t GUTTER
~ \ 'BROP INLET N I > ExlsnNC ~ I /
GRAVEL ~ ~ PARKING ~ ~ ti`0 ~ TYPICAL STREET SECTION (NTS)
VICINITY MAP Exl nNG I 'h 0 I r \ ~ /
R VEL (NOT TO SCALE) ~ ~ ~ ~ ~ ~ ~ .1 A
PA KING J ~ ~ / ~ NOTE:
I I CHAI I I CHAIN LINK FENCE / ~
ZONED I-1 I ZONED SB I ~ ~ CONTRACTOR SHALL CLEAR & GRUB ENTIRE R.O.W. I i ~ ~ ~ WITHIN 50 OF ALL RESIDENTIAL INTERSECnONS AND
PIN # 0791.02-99-3919 PIN 0792.04-90-9615 I EXI # I / „ \ WITHIN 100' OF ALL COLLECTORS & THOROUGHFARES. I EXISTWG LOT ~ ~ ~
MCNC PRODUCTS CO. 1 ~ 1 1.6~ CAROLINA FREEZERS, INC. ~ I / p 1.6060 ACRES ~ ~ ' ~
DEED BOOK 2160, PAGE 529 ~ / 2ts ~ DEED BOOK ~ ~ ~ 2160, PAGE 19 i
I I
I ~ I l ~ ^ -
I ~OP INLET I I \ ~ - I / I
/ EIP EIP (a
_ I ~ I
l/, _ - ~ ~ ~
/ ~ 4 ~ I I ~ / ~
I I .7 AC E ~ ~ r / ~ ` M
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/ • t ] / / ZONED SB ~ / / r ~ / / ~ PIN # 1701.05-19-4841
I / ~ ~ - I ~ ~ q 11 t ~ ~ / PA K
i / I I ~ ~ ~ / / ~ R ER RALEIGH `a ~ '`6 DE / ~ ~ VELOPMENT XXX[, LLC
O i ~ ` d' N \ - ~ ~ ~ ~ DEED BOOK 8018, PAGE 559
~ / I I . 1 / MAP BOOK 1998, PAGE 716
l ~ 1 • 0 ti6 ~ 1 - ~ ~ ~ ~
I ~ x _ I r I - ` ~ / ~
1 .4 z l ~ ,~2 ~ ~ ~
~ I i i 1 I / / ~ ~ _ _ i I SITE DATA:
w ~ i I / i 1 II / ~ /
~ ~ t~ w ~ / TOTAL SITE AREA 44.42 ACRES
~ ~ ,yzu ~ 1 l LO o J / / ISTURBED AREA 1.6 ACRES
O ~ / ~ 1 ~ J ~ ~ IMPERVIOUS AREA (ROAD) 0.4 ACRES
0~ I / I m o I~QQn ~ ~ ~t4y-' r- ~ \ ZONING SB
r ~T / 1 m ~ ~ ~ r / ~ ~ N0. OF LOTS 4
~-1 / ~ b= ~ Zz o ~ . ~ ~ _J v' ~ ~ ' J ~ ~ ~ EXISTING USE LOT 1 VACANT
~ , ~ i
1 ..f / ~ ~ o~ ~ l ~ LOT 2, VACANT
o / / ~ ...........t z ~ P.R4?t?SED.~b~':.':.':. ~ ~ LOT 3, SPCA
~•.•ata`~i~... - _ _ _ ~ / ~ LOT 4, STORAGE ~ g06--- / PROP
~ OSED USE LOT 1, UNKNOWN ~NEUSE RIVER BUFFER _ ~ ~ /
_ ~ob~l~or~. TOP~EBA,kKf ~i- - LOT 2, APEX STEEL / / ~ ~
~ ~ ~ LOT 3, SPCA ~i 302-__`~~ LOT 4 NKN
• ~ _ _ ~ ~ ~ U ,OWN ~ / r ~ ~ 300 ~ ~ \
I ' ~
1 ~ \ _ ~ ' -use,- _ _ ~ I
1 ~WEILANDS ' ~ I ° ~ / ~ i
~ ~ 1 ~ ~ ~ F ~ - --1 - J s - ~ .
I _ ~ \ ~ ~
0 I o, / 296- ~ - / / ' , .
N ~ ~ i r ~ e~ ° • ~ _ . GRAPHIC SCALE / i ~ _ - ~ .-.'U, 294- ~
/ ~ - ~ ~ N 1 ~ ~ 100 0 50 10o zoo 400
i ~ /

° / ~ - ~ ~ 1N FEET / /
I ~ ~ / i . / 1 inch = 100 ft
~ ~ ~ \ . ~ / , ~ / 00 / ~ - - 306 ~ \
~ ~ I I I. I.
v
EUSE RIVER FIFER _ NE e'RI BUFFS 0TOP BANK) v
0 FROM T OF 8 310 J ~-X3,2--~
r / OWNER: S.P.C.A. OF /i ~ ~ / / I WAKE COUNTY, INC.
.ool i / 219 GARNER BUSINESS COURT
i GARNER, N.C. 27529-4067
PIN # 1702.17-00-7322
NOTE. RETENTION, NITROGEN, AND TOTAL SUSPENDED SOLID REMOVAL ZONED SB ZONED SB ZONED SB
REQUIREMENTS WILL BE BASED ON THE ENTIRE SUBDIVISION. PIN # 1701.05-09 11701.05-09-4119
MAINTENANCE & USE AGREEMENTS FOR THE REGIONAL BMP LINCOLN PARK SOUTH 1K SOUTH SUBDIVISION
WILL BE APPROVED BY THE TOWN OF GARNER AND RECORDED MAP BOOK 1999, PI )OK 1999, PAGE 327
PRIOR TO RECORDING OF SUBDIVISION LOTS. IIIlIf, CA /
: - PROPERTY OF R, ~ JOHN A. EDWARDS & COMPAN ~ , 6
O FESSip F ~ 1ALE: 2002 =100 DATE. -19 ESSip
a ~ Consulting Engineers
SEAL SERI = FLA BK. do PAGE DRAWN BY: S.P.C.A. of WAKE COUNTY 333 Wade Ave., Raleigh, N.C. '
10078 0078 RHK JR. Phone [phone]
SINE N RALEIGH SWIFT CREEK TOWNSHIP NORTH C NE ~ 7-25-02 LOT LAYOUT HK JR. FAX [phone] FILE ND: CHECKED BY-
-mail Rlck®aeco.com SPCA JAE. JR. STORMWATER MANAGEMENT PLAN
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