20021822 Ver 1_COMPLETE FILE_20021119

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May 29, 2003
Mr. Scott Mitchell
Spaulding and Norris
972 Trinity Road
Raleigh, NC 27607
Dear Mr. Mitchell:
Subject:
Southern Oaks Subdivision
DWQ Project No. 021822
Wake County
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:
Diffuse Flow
Please describe how FES nos. 100, 31, 20, 15, 13, 68, 39 and 34 satisy condition no. 1 of the 401 Water Quality
Certification and Isolated Wetland Permit for this project dated May 11, 2002 [sic) and issued May 11, 2003.
Worksheets
Worksheets for stormwater level spreaders can be found at http://h2o.ehnr.state.nc.us/ncwetlands/mitresto.html.
3. Operation and Maintenance Agreement
An operation and maintenance agreement is required. An example operation and maintenance plan can be found
at http://h2o.ehnr.state.nc.us/ncwetlands/mitresto.html. The operation and maintenance agreement must also be
signed by the responsible party and notarized.
If you have any questions or would like to discuss this project, please contact me at [phone]. Also, please note
that the NC DENR Stormwater Best Management Practices Manual as well as other documents and information can be
downloaded from the Wetlands Unit web site at http://h2o.ehnr.state.nc.us/ncwetlands/mitresto.html.
Sincer ,
? jE
Tod¢1/St. John, Environmental gineer
cc: Raleigh Regional Office
File
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
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
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May 11, 2002
Wake County
DWQ Project #: 02-1822
APPROVAL of 401 Water Quality Certification and Isolated Wetland Permit with ADDITIONAL
CONDITIONS, Wetlands Restoration Program
Southen Oaks, LLC
1426 Wall Road
Wake Forest, NC 27587
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.36 acres of
isolated wetlands, 456 linear feet of streams ( 215 feet of permanent impact and 241 feet of temporary impact) for
construction of a residential subdivision at US 401 and Jones Street in Fuquay-Varina, NC, as you described in your
application dated November 19, 2002. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3402. This certification allows you to use Nationwide Permit Number 39
when the Corps of Engineers issues it. 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. Deed notifications or similar mechanisms shall be placed on all remaining
jurisdictional wetlands and waters 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).
1. An additional condition is that a final written stormwater management plan shall be approved in
writing by this Office before the impacts specified in this Certification occur. The stormwater
management plan must include plans and specifications for stormwater management facilities designed
to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best
Management Practices Manual. This plan will include level spreaders to maintain diffuse stormwater
flow through the protected stream buffers and provision of stormwater to remaining wetlands on-site at
non-erosive velocities. Also, before any permanent building is occupied at the subject site, the facilities,
as approved by this Office, shall be constructed and operational, and the stormwater management plan,
as approved by this Office, shall be implemented.
2. Upon completion of the project, the applicant shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ that all the work included in the 401 Certification has been completed.
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/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
F ?y
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division
of Water Quality.
Sincerely,
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H.0506(h). According to 15A NCAC 2H
.0506(h), 215 feet of stream restoration will be required. Until the Wetland Restoration Program receives and
clears your check (made payable to: DENR - Wetland Restoration Program), wetland or stream fill shall not occur.
Mr. Ron Ferrell should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland
Restoration Program. You have one month from the date of this Certification to make this payment. For
accounting purposes, this Certification authorizes the fill of 0.36 acres of non-riparian wetlands or 215 feet
of streams (plus another 241 feet of temporary impact), in 030607 river and subbasin and 215 linear feet of
stream restoration are required. Please be aware that the Wetland Restoration Program (WRP) rules
require rounding of acreage amounts to one-quarter acre increments (15A 2R.0503(b)).
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. 27611-7447. This certification and its conditions are final and binding unless you ask
for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell at our Raleigh Regional
Office at 571-4700.
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Ron Ferrell; Wetland Restoration Program
File copy
Central Files
Todd St. John
Benjamin Kuhn; Holt, York, McDarris and High
Roy Conoly; Spaulding and Norris
aKli., -4. Director
rf o f w a rF9
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r
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
North Carolina Division of Water Quality
Isolated Wetland Permit and 401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.1300 and 15A NCAC 2H .0500, Southern Oaks, LLC has permission as outlined below to
impact 0.36 acres of wetlands and 456 linear feet of streams (215 feet of permanent impact) for the purpose(s) of constructing the
proposed Southern Oaks, LLC subdivision in Fuquay-Varina, NC. All activities associated with these authorized impacts must be
conducted with the conditions listed in the attached Permit transmittal letter. THIS PERMIT IS NOT VALID WITHOUT THE
ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS WETLANDS RESTORATION PROGRAM
LOCATION:
COUNTY
BASIN/ SUB BASIN
US-401 and Jones Street
Wake
030607
As required by 15A NCAC 2H.1300, and the conditions of this Permit, you are required to compensate for the above impacts
through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to conducting
any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the wetland Restoration Programs must be rounded to one-quarter acre
increments according to 15 2R.0503(b).
Acres of Class WL wetlands
Acres of riparian wetland
Acres of non- riparian wetlands
215 linear feet of streams
Acres of Class SWL wetlands
Linear feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of a fee to
the Wetlands Restoration Fund NCAC 2R.0503. If you choose this option, please sign this form and mail to the Wetlands Restoration
Fund at the address below. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION
THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature
Date
WETLANDS RESTORATION PROGRAM
Division Of Water Quality
1619 Mail Service Center
Raleigh, NC 27669-1619
[phone]
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
AM=
Customer Service
1 800 623-7748
\o?Dv YY 1r9QG
r? r
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 9, 2003
Southern Oaks, LLC
1426 Wall Road
Wake Forest, NC 27587
Dear Madame/Sir:
Subject: Southern Oaks Subdivision
DWQ Project No. 021822
Wake County
This Office is in receipt of the plans dated May 7, 2003 for the level spreaders at the subject facility
prepared on your behalf by Spaulding and Norris and submitted to the Division on May 20, 2003. Staff from the
Wetlands Unit reviewed the plans and found them acceptable. Please note that this approval is for water
quality purposes only and shall not be construed as an approval of the design for dam/outlet structure integrity,
Dam Safety, public safety, or flood attenuation purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
JcFe
orney
Unit Superv' or
?'4
cc:
Raleigh Regional Office
Todd St. John, C'
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
(,?OF W ATF, QG
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 9, 2003
To: John Dorney
From: Todd St. John
Re: Southern Oaks
DWQ# 021822
Wake County
John, I wrote the consultant and asked for additional information on eight of the sixteen stormwater outfalls that do not
have level spreaders. The consultant advised that this was as you discussed with them (see their letter dated May 30,
2003. The remaining eight that do have level spreaders appear to be adequate.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
SPAULDING & NORRIS, PA
Civil Engineering & Planning
May 30, 2003
Mr. Todd St. John
NC Division of Water Quality
401 Wetlands Unit, Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
NETLANDS/401 rRQUfi
MAY :? i? NATER QUALITY SEDTIOnf

Re: Stormwater Treatment Plan / Drainage and Erosion Control Plan for
Southern Oaks Subdivision - Fuquay Varina, Wake County
DWQ #02-1822
S&N #256-00
Dear Mr. St. John,
On May 20, 2003, Spaulding & Norris, PA, submitted to your office one copy of the
"Drainage and Erosion Control" plan and the "Drainage and Erosion Control Schedules"
sheet for the Southern Oaks Subdivision. It is our opinion that this plan and supporting
schedule sheet does provide the stormwater treatment Mr. John Domey stated he would
require for this project.
Thank you in advance for your time spent reviewing this stormwater treatment plan.
Please do not hesitate to contact me if you have questions, comments or concerns about
any of this information.
Sincerel ,
Scott Mitchell
Environmental Engineer / Scientist
Cc: Mr. Rick Grote, Southern Oaks, LLC
Mr. Tom Spaulding, Spaulding & Norris, PA
Mr. Ben Kuhn, Holt York McDarris & High, LLP
Phone: [phone] • Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607
s
Transmittal
Date: 6-06-2003 lob. No: 256-00 Er !??IpS/-
,dni rV GROUP
To: DWO Central Office JUN ;'ilO?
Attn: Todd St. lohn, PE
Re: Southern (yaks Subdivision - DWO #021922
Sending:
® Attached ? Under separate cover the following
via items:
? Prints/Plans ? Shop Drawings ? Specifications ? Samples
® Other. Level Spreader Operation & Maintenance Agreement
Copies Date Description
1 6-05-2003 Signed & Notarized Level Spreader O&M ALyreement
Transmitted for.
? Your use ? Approved as submitted ? Resubmit ® Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
? Review and comment ? Returned for ? Return ? Corrected prints
972 Trinity Road TEL [phone]
Raleigh, North Carolina 27607 FAX [phone]
Remarks Todd. attached is s signed & notarized level spreader O&M agreement for
Cn»thnrn Clalec C„hdivicinn in Piin>>av_Varina (Walro C'niinhiI Ywi atatnrl that unu wauld
rPn117rP thir. QlonM Rr nntariw-d C)RrM acrrPPmPnt in /nllr Mau 7Q 2nnl iPFFPr to mP rPmip',tlno,
arlrlitinnal infnrmatinn fnr this enhrfiukinn Thank vnii in arluanrP fnr uniir time and T lnnik
Operation and Maintenance Schedule for Level Spreaders
for
Southern Oaks Subdivision
Fuquay-Varina, North Carolina
Level spreaders or other structures that provide diffuse flow shall be
maintained every six months. All accumulated sediment and debris shall be
removed from the structure, and a level elevation shall be maintained across
the entire flow spreading structure. Any down gradient erosion must be
repaired and/or replanted as necessary.
Pagel of 2
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: /'A&o% (' M to reH y
Title: 8,[Si/Ske-I
Address: 10// G? 57-e-HAst_ 01-&14 . JAL,„16tl , /JC Z (007
o
Phone: /gr 9) 83 ' - S- -20
Date: 6- S`-
Note: The legally responsible party should not be a homeowners association unless
more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
1, ll *kl <- L • L , a Notary Public for the State of
A/ORTI/ C49041AIA , County of WAkE , do hereby certify that
P4L)L 89'!RPw personally appeared before me this 5+11
day of ?tJi?l Sand acknowledge the due execution of the
forgoing pocket wetland system maintenance requirements. Witness my hand and
official seal,
or h Y'?` 4 eecenao?ioeaeo '??? ty n?*.u
A"
® y?1,
%
hoc C

SEAL
My commission expires ?S
Page 2 of 2
SPAULDING & NORRIS, PA
Civil Engineering & Planning
May 20, 2003
Mr. John Dorney
NC Division of Water Quality
401 Wetlands Unit, Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
WETLANDS1401 GROUP
MAY 2 0 7.003
NATERQUALITYSE
C1lON
Re: Stormwater Treatment Plan / Drainage and Erosion Control Plan for
Southern Oaks Subdivision - Fuquay Varina, Wake County
DWQ #02-1822
S&N #256-00
Dear Mr. Dorney,
Attached is one copy of the Drainage and Erosion Control Plan for Southern Oaks
Subdivision, as well as supporting calculations, charts and details that were approved by
Wake County. As we discussed in our telephone conversation earlier today, level
spreaders designed according to DWQ standards are supplied at all concentrated
stormwater outlets that discharge into Wake County protected stream buffers. I trust you
will find this plan provides the stormwater treatment you stated you will require in the
future, revised 401 Water Quality Certification and Isolated Wetland Permit for this
project.
Thank you in advance for your time spent reviewing this stormwater treatment plan.
Please do not hesitate to contact me if you have questions, comments or concerns about
any of this information.
Sincerely,
Scott Mitche
Environmental Engineer / Scientist
Cc: Mr. Rick Grote, Southern Oaks, LLC
Mr. Tom Spaulding, Spaulding & Norris, PA
Mr. Ben Kuhn, Holt York McDarris & High, LLP
Phone: [phone] • Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607

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Attorneys at 7v
5194207830 F.01,05
TII,I?1?fklNl's: ')Ir).?2t?_?$zG
FAC-uN111 ; h 19,4210.7?&38
'f o1,j, Fier".F:: 3368.285.7634
.1"Imha-MIl1xvin
HOLT YORK MCDARRIS
P.O. Box 1710; 4b01 Six F"ks P.4i suite 2o7
Ra1,6gh. Nardi ('nT0lino 27619 Raleigh, N- orth C..irolina 2?604
FACSIMILE COVER SHEET
MAY707-2003 10:16
TO: John Dorney - 7336893
CC: Tom Spaulding
Spaulding & Norris - 854-7925
FROM; Ben Kuhn ?
RE: Wetlands Permit Issue
DATE: May 7, 2003
FILE NO.: 5195.001 , a
NO. OF PAGES (1NCLUDTNG COVER SHEET):
THIS COMMUNICATION CONTAINS CONF7DENTIAL OR LEGALLY PRIVILEGED INFORMATION I `
AND IS INTENDED ONLY FOR THE USE OF WE INDIVIDUAL OR ENTITY NAMED ABOVE IF YOU
HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY
TELEPHONE, COLLECT; AND RETURN THE ORIGINAL M"MCE TO US AT THE ABOVE ADDRESS
VIA THE U.S. POSTAL SERVICE WE WILL BE GLAD rO REIMBURSE YOU FOR POST"AGC. THANK
YOU.
REMARKS:
See attached. Call me with any questions.
MAY-07-2003 10:16 HOLT YORK MCDARRIS
9194207830 P.02%05
MCDARMS MAILING ADDRESS: LOCATION: TELEPHONE: [phone]
p0. Box 17105 4601 Six Forks Road, Suite 207 FACSIMILE: 919.420.7838
4P Ulu LLP Raleigh, North Carolina 27619 Raleigh, North Carolina 27609 Tota FREE: 888.285.7634
Atbomeys at Law www. hymh.com
May 6, 2003
John Domey
North Carolina Division of Water Quality
Water Quality Section
2321 Crabtree Boulevard
Raleigh, NC 27604
RE: Southern Oaks, LLC, Stream and Wetlands Permit
Our Matter #: 5195.001
Dear John:
I am following up on our phone conversation yesterday in connection with the 401
certification and isolated wetlands permit for Southern Oaks, LLC. As you requested, attached is
evidence of payment to the News & Observer in the amount of $254.76 for publication of the
notice in this case.
We are fast approaching important development objectives which must be completed in
the very near future and must secure the necessary permits to continue moving forward in a
timely fashion. As you know, the rules require that the permits in this matter be issued within 60
days of publication of the notice. Publication of the notice occurred on January 27, 2003,
Because of a miscommunication between Southern Oaks and DWQ regarding payment of the
publication costs we are now over 90 days past the date of publication and the permits have not
yet been issued. We appreciate your assistance in issuing the permit by week's end, or as soon
as possible, as we discussed on the phone so that critical development objectives are not
compromised.
Also, we discussed the stormwater treatment conditions mentioned in the notice and I
understand from our conversation that massive structural BMPs would not be required for the
relatively minor impacts proposed by the Southern Oaks project. We discussed stormwater
treatment measures such as sheet flow through stream buffers and potentially level spreaders as
being appropriate in this case, Current, approved construction plans include level spreaders at
the outlet of all concentrated stormwater discharges that discharge directly into a protected Ware
County stream buffer. All level spreaders are designed to provide a minimum of 13 linear feet of
level spreader per cubic foot per second of stormwwater flow for the 10-year storm event. This
level spreader design criteria matches DWQ's level spreader design recommendations and has
Raleigh Edenton
MAY-07-2003 10:16 HOLT YORK MCDRRRIS 9194207830 P.03.%05
been approved by Wake County staff. Southern Oaks also proposes payment into the wetlands
restoration fund as set forth in its application and requests that the required payment be
calculated at the rate of $125 per linear foot impacted, which was the rate in place when
Southern Oaks applied for perruits from DWQ.
If I have misstated or overstated anything from our conversation from Monday please let
me know. My client is motivated to move forward with this project and needs to secure the
permits from DWQ in order to do so. Again, we appreciate your assistance in this regard.
Sincerely,
HOLT YORK McDARRIS & HIGH, LLP
t
Benjami Kuhn
Enclosure
Cc Tom Spaulding, Spaulding & Norris
MAY-07-2003 10:16 HOLT YORK MCDARRIS 9194207830 P.04/05
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972 TRINITY ROAD
RALEIGH, NC 27607 2/19!2003
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733,17861
DATE 010
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CIO:
DIVISION OF WATER QUALM
ATTN : JOHN pORNSC
2321 CRMMBE BLVD.
pALEIG-{ NC 27601-0000
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TB2xN310001 01/27/03 SOUTIil11tN OAKS, LLC /NORTH CA 66. OL 3.56-
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Note: We are exempt from backup withholding. Our CazQarate
ID is 56-0338580.
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DUE UPON RECEIPT
Remit to: LEGAL A/R DEPT., P.O. -Box 28.85, 1ALIFIGH, NC 27607
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TOTAL P.05
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Mc? 5 vl s MAii.?Na A?x>?irss: Locnru?N: Ti.,11 HONE: 919.420.7826
& P.O. Box 17105 4601 Six Forks Road, Suite 207 FACSIMILF: 919.420.7838
[? Ll.l? Raleigh, North Carolina 27619 Raleigh, North Carolina 27609 Tori. Fiz?a;.: 888.285.7634
Attorneys at Law www.hymh.com
May 6, 2003
NETONDS 1401 GROUP
John Dorney MAY
North Carolina Division of Water Quality ,AU x(10
Water Quality Section aMATERQUAlITY
2321 Crabtree Boulevard SECTION
Raleigh, NC 27604
RE: Southern Oaks, LLC; Stream and Wetlands Permit
Our Matter #: 5195.001
Dear John:
I am following up on our phone conversation yesterday in connection with the 401
certification and isolated wetlands permit for Southern Oaks, LLC. As you requested, attached is
evidence of payment to the News & Observer in the amount of $254.76 for publication of the
notice in this case.
We are fast approaching important development objectives which must be completed in
the very near future and must secure the necessary permits to continue moving forward in a
timely fashion. As you know, the rules require that the permits in this matter be issued within 60
days of publication of the notice. Publication of the notice occurred on January 27, 2003.
Because of a miscommunication between Southern Oaks and DWQ regarding payment of the
publication costs we are now over 90 days past the date of publication and the permits have not
yet been issued. We appreciate your assistance in issuing the permit by week's end, or as soon
as possible, as we discussed on the phone so that critical development objectives are not
compromised.
Also, we discussed the stormwater treatment conditions mentioned in the notice and I
understand from our conversation that massive structural BMPs would not be required for the
relatively minor impacts proposed by the Southern Oaks project. We discussed stormwater
treatment measures such as sheet flow through stream buffers and potentially level spreaders as
being appropriate in this case. Current, approved construction plans include level spreaders at
the outlet of all concentrated stormwater discharges that discharge directly into a protected Wake
County stream buffer. All level spreaders are designed to provide a minimum of 13 linear feet of
level spreader per cubic foot per second of stormwater flow for the 10-year storm event. This
level spreader design criteria matches DWQ's level spreader design recommendations and has
Raleigh • Edenton
been approved by Wake County staff. Southern Oaks also proposes payment into the wetlands
restoration fund as set forth in its application and requests that the required payment be
calculated at the rate of $125 per linear foot impacted, which was the rate in place when
Southern Oaks applied for permits from DWQ.
If I have misstated or overstated anything from our conversation from Monday please let
me know. My client is motivated to move forward with this project and needs to secure the
permits from DWQ in order to do so. Again, we appreciate your assistance in this regard.
Sincerely,
HOLT YOR11%, McDARRIS & HIGH, LLP
Benj ami . Kuhn
Enclosure
Cc Tom Spaulding, Spaulding & Norris
4701
SPAULDING & NORRIS, PA
072 TRINITY ROAD
RALEIGH, NC 27607
pH: [phone]
THE FIDELITY BANK
CARY. NC 27511
66.3581531
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1'. 0. Box 2885
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Inv u TB7XN310001, DwQ402-1822 (Sou. Oaks)
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317861 DIVISION OF WATER QUALITY 829-460C
73.
DATE KUD
01/21/03
slung.
DIVISION OF WATER QUALITY
ATTN: JOHN DORNEY
2321 CRABTREE BLVD.
RALEIGH NC 27602-0000
AN 2. 8, 7=011
03
nESCOMON WACt bd! Cw
uracrt r+u ruiUG.noN patE
TBZXN310001 01/27/03 SOUTHERN OAKS. LLC /NORTH CA 66.OL 3.86 .••; 254.76.
$254.76
INVOICE AMOUNT DUE
Note: We are exempt from backup withholding. Our Corporate
ID is 56-0336580.
DUE UPON RECEIPT
Remit to: LEGAL A/R DEPT., P.O. BOX 2885, RALEIGH, NC 27602
eE UW ec+wnx4CE CO" VMH fAYWeTf

E'd 926L-bS8 f 6T6) Hd `sid6owi9wiainudS dST :EO 60 90 Few
MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Southern Oaks County Wake
Project Number 02 1822 County2
Recvd From APP Region Raleigh
Received Date 11/19/02 Recvd By Region
Project Type residential Subdivision
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
39 OTH O Y -5N F- r18-161-(1) f -c F-30,607. 0.36 456.00
Y ®N ?1 ?? 30,607.
IOY ON r I?????? I F_
Mitigation Wetland
MitigationType Type Acres Feet
Stream WRP Stream r- 215.00
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? 0 Y O N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
OF NN A T F9 Michael F. Easley, Governor
OCR pG William G. Ross Jr., Secretary
C/) y North Carolina Department of Environment and Natural Resources
r
j Alan W. Klimek, P.E., Director
Division of Water Quality
February 10, 2003
Southern Oaks, LLC
1426 Wall Road
Wake Forest, NC 27587
Dear Sirs:
RE: Isolated wetland permit for Southern Oaks subdivision
Payment of public notice
Wake County
DWQ # 02-1822
Attached please find a copy of the Public Notice for the above-mentioned project for $245.76. DWQ
rules require that the applicant pay for the Public Notice (15A NCAC 211.1303(a)(1). Please pay the bill
directly to the News and Observer and copy me on the letter so we can be certain that this requirement has been
met. Please note the DWQ Project number on your letter so we can be certain that the information reaches the
proper file.
I can be reached at 919-733-9646 if you have any questions.
CC: Roy Conoly, Spaulding and Norris
File copy
Central files
Sinc ely yours,
J n Domey
A
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://ft2o.enr.state.nc.us/ncwetlands
THE NEWSMBSERVER
The Cary News
Chapel Hill News
ACCOUNT NUMBER
73317861
DATE BILLED
01/27/03
BILLED TO:
Knigh` ?b„..
Invoice TIf RECORD
f°Y WendeF Clarion
LEGAL ADVERTISING ebt Ismitbrulb ,alb
ACCOUNT NAME FOR CUSTOMER SERVICE:
DIVISION OF WATER QUALITY 829-4680
DIVISION OF WATER QUALITY
ATTN: JOHN DORNEY
2321 CRABTREE BLVD.
RALEIGH NC 27602-0000
-2,
28?
INVOICE NR PUBUCATION DATE DESCRIPTION SPACE MATE COST
TBZXN310001 01/27/03 SOUTHERN OAKS, LLC /NORTH CA 66.OL 3.86 254.76
INVOICE AMOUNT DUE $254.76
Note: We are exempt from backup withholding. Our Corporate
ID is 56-0338580.
DUE UPON RECEIPT
Remit to: LEGAL A/R DEPT., P.O. BOX 2885, RALEIGH, NC 27602
RETURN REMITTANCE COPY WITH PAYMENT
THE NEWaBSERVER
R ,e Cary News
Chapel Hill News
ACCOUNT NUMBER
73317861
DATE BILLED
01/27/03
BILLED TO:
Invoice Ili cz`blon D
for Wendeflcr l0 [I'M
LEGAL ADVERTISING ebt its rw1b utraZb
ACCOUNT NAME FOR CUSTOMER SERVICE:
DIVISION OF WATER QUALITY 829-4680
DIVISION OF WATER QUALITY
ATTN: JOHN DORNEY
2321 CRABTREE BLVD.
RALEIGH NC 27602-0000
INVOICE NR PUBLICATION DATE DESCRIPTION SPACE RATE
T13ZXN310001 01/27/03 SOUTHERN OAKS, LLC /NORTH CA 66.OL 3.86
INVOICE AMOUNT DUE
Note: We are exempt from backup withholding. Our Corporate
ID is 56-0338580.
DUE UPON RECEIPT
COSH'
254.76
$254.76
Remit to: LEGAL A/R ['SEPT., P.O. BOX 2885, RALEIGH, NC 27802
RETURN REMUANCE COPY WITH PAYMENT
AFFIDAVIT OF PUBLICATION
NORTH CAROLINA.
Wake County. ) Ss.
NORTH CAROLING,
DIVISION OF
WATER QUALITY
Before the undersigned, a Notary Public of Johnston
County North Carolina, duly commissioned and authorized to
administer oaths, affirmations, etc., personally appeared Ivy
Marsch, who, being duly sworn or affirmed, according to law,
doth depose and say that she is Billing Manager-Legal
Advertising of The News and Observer a corporation
organized and doing business under the Laws of the State of
North Carolina, and publishing a newspaper known as The
News and Observer, in the City of Raleigh , Wake
County and State aforesaid, the said newspaper in which such
notice, paper, document, or legal advertisement was published
was, at the time of each and every such publication, a
newspaper meeting all of the requirements and qualifications
of Section 1-597 of the General Statutes of North Carolina and
was a qualified newspaper within the meaning of Section 1-
597 of the General Statutes of North Carolina, and that as such
she makes this affidavit; that she is familiar with the books,
files and business of said corporation and by reference to the
files of said publication the attached advertisement for
DIVISION OF WATER QUALITY was inserted in the
aforesaid newspaper on dates as follows: 01/27/03
Account Number: 73317861
The above is correctly copied from the books and files of the aforesaid Corporation and publication.
C)
i
%
SEAL
ABillinager-Legal Advertising
Sworn or affirmed to, and subscribed before me, this
28 day of JANUARY , 2003 AD
In Testimony Whereof, I have hereunto set my hand
and affixed my official seal, the day and year aforesaid.
Notary Public
My commission expires 2nd day of July 2005.
Alan Klimek, P.E., Director
N.C. Division of
Water Quality
N&0: January 27, 2003
`o?aF W A rF9vc
? r
O '<
News and Observer
P.O. Box 191
Raleigh, NC 27602
Attn: Legal Ad Department
Dear Sir:
Re: Public Notices
January 22, 2003
Please publish the attached Public Notice one time In the sections set aside for Legal Advertisements In
your newspaper. The publication should run on or before January 29, 2003. Please send the Invoice for the
publications and three copies of the affidavit of publication to the address given below. Payment cannot be
processed without the affidavit of publication.
N.C. Division of Water Quality
Water Quality Section
2321 Crabtree Boulevard
Raleigh, NC 27604 Attn: John Dorney
If you have any questions, please telephone John Dorney at 919-733-9646.
Program
cc: Raleigh Field Office US Army Corps of
Raleigh Regional DWQ Office
Roy Conoly, Spaulding and Norris, PA
Central Files
File Copy
ngineers
NORTH CAROLINA DIVISION OF WATER QUALITY
PUBLIC NOTICE is hereby given that Southern Oaks, LLC has applied to the North Carolina Division of Water Quality for
an Isolated Wetland Permit pursuant to the Environmental Management Commissions rules in 15A NCAC 2H 1300. The
activity for this Certification is sought to fill 0.36 acres of isolated wetlands and 456 feet of intermittent and perennial
streams in order to construct the Southern Oaks subdivision near NC 42 and NC 401 in Fuquay-Varina in Wake County.
DWQ plans to condition the Permit to require to treat stormwater runoff from the site before it discharges to a tributary to
Beaver Creek as well as compensatory mitigation for the impact to streams. The applicant proposes to utilize the NC
Wetlands Restoration Program for the mitigation which is acceptable to DWQ.
The public is invited to comment on the above mentioned application to the Division of Water Quality. Comments shall be
in writing and shall be received by the Division no later than February 28, 2003. Comments should be sent to the N.C.
Division of Water Quality, Non-Discharge Branch, 2321 Crabtree Boulevard, Raleigh, NC 27604, Attn: John Dorney (919-
733-9646 Fax: [phone]). A copy of the application is on file at the Division office at 3800 Barrett Drive, Raleigh,
North Carolina 27609 (Raleigh Regional Office fax 919-571"-4718) during normal business hours and may be inspected by
the public.
Alan Klimek, P.E., Director
N.C. Division of Water Quality
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/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
F W A T? Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
OCR pG North Carolina Department of Environment and Natural Resources
Vj Alan W. Klimek, P.E., Director
^-I Division of Water Quality
O ?
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax [phone] Q l?
Fax To: L4-0 S` Fax #: v l ??
Company: Date: Z Z O 3
Number of pages including cover sheet: 2
Notes or special instructio :
UY?
THVL
94
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/ncwetlands
Triage Check List
Date: 11 IZ-746 . 7- Project Name:?rv? ?!1c S U
DWQ#:
County:
To: ? ARO Mike Parker ? WaRO Deborah Sawyer
? FRO Ken Averitte ? WiRO Joanne Steenhuis
? MRO Mike Parker ? WSRO Jennifer Frye
RRO Steve Mitchell
From: E"Of d- aA?'_ Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: ?&X
- ll n???ro?? Lvl- 7
01
I r V
SPAULDING & NORRIS, PA
Civil Engineering & Planning
November 19, 2002
Mrs. Amanda Jones Mr. John Dorney
US Army Corps of Engineers NC Division of Water
Raleigh Regulatory Field Office Central Office
6508 Falls of the Neuse Road 2321 Crabtree Boulevard
Suite 120 Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-
Re: Pre-Construction Notification Application Form for Southern Oaks
Subdivision - Fuquay Varina, Wake County
Dear Mrs. Jones and Mr. Dorney, 0 2
Attached is one copy of the completed PCN Application Form for the Southern Oaks
Subdivision located in Fuquay Varina - Wake County. The property is currently owned
by Southern Oaks, LLC. The Owner of the property plans to develop the property
according to the attached sheet WL 1.0 "Wetland Impact Map ". There are two streams
that will be permanently impacted by the proposed construction. Total proposed
permanent stream impacts total 215 if as shown on the "Wetland Impact Map ". The
Owner plans to make a payment to the North Carolina Wetland Restoration Program in
accordance with published rates for "Surface Waters Other Than Wetlands".
Additionally, you will find Plan and Profile sheets labeled C-6.0 and C-14.0 for the
proposed road crossings. Also, included is a copy of the proposed plan for the off- site
sanitary sewer outfall labeled sheet WL 2.0.
Also included for your use are copies of the signed wetland delineation maps that depict
wetlands, streams and isolated wetlands. Their proposed impacts can be referenced back
to the "Wetland Impact Map ".
No additional impacts are proposed for this portion of the property, however there may
be additional permit requests forth coming for the property. Intentions of adjacent
landowners are unknown. Thank you in advance for your time spent reviewing this PCN
Application. Do not hesitate to contact me if you have questions, comments or concerns
about this application.
Sincerely
Roy C y-
Environmental Scientist / Construction Manager
Cc: Mr. Rick Grote, Southern Oaks, LLC
Mr. Scott Mitchell, Spaulding & Norris, PA
Phone: [phone] • Fax: [phone] • 972 Trinity Road • Raleigh, North Carolina 27607
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: Nationwide Permit # 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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:
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: Southern Oaks, LLC
Mailing Address: 1426 Wall Road
Wake Forest NC 27587
Telephone Number: 919 570 0418 Fax Number: 919 570 0419
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: Roy Conoly
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, NC 27607
Telephone Number: 919 854 7990 Fax Number: 919 854 7925
E-mail Address: [e-mail]
Page 5 of 13
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: Southern Oaks Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0656.04-63-9535, 0656.04-74-6412
4. Location
County: Wake Nearest Town: Fuquay Varina
Subdivision name (include phase/lot number): Southern Oaks Subdivision
Directions to site (include road numbers, landmarks, etc.): Take 401 south out of Fuquay,
gpproximately 1 mile from the intersection of Hwy 42 and Hwy 401 take a left onto Jones
Street. Once on Jones St., site is located at the end of the paved and gravel road.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 77.987
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Kenneth Creek
8. River Basin: Cane Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.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 land use on site currently is half undisturbed cutover
forest land and half agriculture land use. The majority of the site is surrounded by low-
density residential communities and Town of Fuquay Varina recreational facilities.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project will create a residential subdivision on this site. The project will require
infrastructure including the installation of new roads, storm and sanit@a sewer systems and
water systems necessary to the serve the residential development. The equipment that might
be necessary for the construction and of this project includes but is not limited to trackhoe
excavators, bulldozers, loaders, asphalt pavers, rollers, etc......
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
infrastructure to support a residential subdivision of single family homes.
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.
The Owner of the property has not applied for any USACE or NCDWQ permits for this project
prior to this application.
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.
The Owner of this property does anticipate an additional permit request forremaining
undeveloped portions of the property (gpproximately an additional 100 acres). The second permit
request will cover similar impacts. The purpose of excluding this section of property from this
application is to permit and develop the upper section and evaluate the success of the first phase
prior to developing remaining portions of the property.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
Page 7 of 13
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts include two
road crossings of streams in the Cape Fear River Basin, temporary impacts to streams, wetlands
and isolated wetlands associated with sanitary sewer crossings and permanent wetland impacts
resulting from lot fill.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
I(Proposed - Perm) Lot Fill 0.11 No 240 Isolated
3(Proposed - Temp) San. Sewer 0.01 No 0 Forested Wetland
4(Proposed-Penn) Lot Fill 0.07 No 70
5(Proposed-Perm) Road Crossing 0.07 No 0 "
5(Proposed-Temp) Road Crossing 0.01 No 0
6(Proposed-Temp) San Sewer 0.04 No 40
7(Proposed-Penn) Lot Fill 0.03 No 65
7(Proposed-Temp) Lot Fill 0.02 No 65
8 (Proposed - Temp) San Sewer 0.002 No 25 Isolated
9(Proposed-Temp) Drainage Easement 0.0002 No 180 Isolated
* 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 htl r1 .//kvww.tcma.aov.
*** 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+7* made by USACE only).
List the total acreage (estimated) ;fs all lsting wetIan on the property: 2.0 acres
Total area of wetland impact pro:0.3622 ac s 0.17 Perm 0.08 Tem 0.11 Perm
Isolated and 0.0022 Temp Isolated Please
er to sheets 5 of 8 and 6 of 8 of the si ned
rei
Wetland Delineation mans for the sign e, ACE determination of Isolated Wetlands-
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
2(Proposed- Perm) Road Crossing 85 UT to Kenneth Creek 4' Intermittent
2(Proposed-'temp) Road Crossing 35 4' "
3(Proposed-'temp) San Sewer 27 3' "
Page 8 of 13
5(Proposed - Perm) Road Crossing 130 UT to Kenneth Creek 8' Perennial
5(Proposed - Temp) Road Crossing 85 8' "
I O(Proposed - Temp) San Sewer (off-site) 40 6' Perennial
I I (Proposed - Temp) San Sewer (off-site) 33 " 7'
12(Proposed - Temp) San Sewer (off site) 21 6' "
* 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 losstgain),
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 ur (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. usgs. Pov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.cont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Total 4561f (215 if
Permanent) (241 if 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
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
Page 9 of 13
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 project has been designed to avoid and minimize impacts as much as practical as shown
on Sheet WL - 1.0 "Wetland Impact Map ". Additionally, the site will incorporate standard
devices such as silt fence, diversion ditches and sediment basins that will further protect
environmentally sensitive areas during construction.
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
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc. us/ncwetIands/strm?,ide. html .
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 Owner does not propose mitigation for wetland impacts. The Owner proposes
payment to NCWRP for proposed permanent stream impacts
Page 10 of 13
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/wrp/index.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): 215
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): 0
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 X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No N If you answered "yes", provide the following information:
Page 1 1 of 13
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 None 3 None
2 None 1.5 None
Total None None
* 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 2B .0242 or.0260.
Buffer mitigation is not required for the proposed impacts on this site.
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.
There are 77.987 acres on this site with 0.238 acres of existine impervious surfaces and 10.31
acres proposed. Proposed impervious surfaces include roads and sidewalks only.
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.
Wastewater generated by this project will be collected by the Town of Fuquay Varina Sanitary
Sewer Systems and subsequently treated by the Fuquay Varina WWTP.
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
Page 12 of 13
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).
November 1
)'ppliA*an -gent=s Sign ture Date
(Agent's signatur is valid only i an authorization letter from the applicant is provided.)
Page 13 of 13
Land Planning - Civil Engineering - Environmental Engineering
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name: Sok#?,crn Oats , LLC-
Address: 14210 1rfa.1I Road
WMY_t FortS} Rr- 2x158-1
Phone: [phone]
Project Name/Description: Sowihe r n (Da ks S yl di v ?s l o n
Date: V4ova,1atr 141 200z.
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
Attn: Mrs. Amando.. Jones
Field Office: Rglrwgl RtgLdo-kor4 Fwld CM%,-t.
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on 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. This the /4 D* day of
/UDUIt,?V1.?Fr?_
This notification supercedes any previous correspondence concerning the agent for this project.
PRINT Owner's Name
PROPERTY Owner's Signature
Cc: Mr. John Dorney
NCDENR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
972 Trinity Road ? Raleigh, North Carolina 27607 ? Phone: [phone] ? Fax: [phone]
M a j VIHY • ?Z • 2e021: 10.45AM 8°ERIMETER REALTYR I s , ron t U 1 m a a 'N0.740 P ° ?,12
I G Q A
Civil &ineering & Pianuie$
AGENT AY]'x 01;tIZATION F'0p112
BN C
Name: acne. P.
Address:
Ta r G NG t>
/ Phone,
Projoor Nat?rlDeiott;
bt3iL; r 3 - 0 Z
THe DePM010t of the Army
US Army Corps of Engineers
WmaDistrict
PO I3ox 1,890
W9mi22mrh NC 28402-1990
Attu. „ -A m 1 field Office l aC414 , 9 t=4l -
Re; Wetlands- Related Conxvldr g dt Permmutg
To Whom It May Coneer,a;
1. the currm ptvpMY'*Wnw, hemby d0d8n to and aathorke S au
to m on my be Wf as my agent in the tocc p Norris, P.A.,
recNest ?Pplametltel ' P ?iAg °fpsrag avpluatinnc, to Amish open,
This the rd fist support olapphcati=, 0C, from gvls day forward. 'ftmatim day df /Ytq z-ooZ
This notifiesfiOa supehaedes any PMious correspondeoco concerning the agent for this
project.
r14s
P
RIlvT owmrl: Naz,c sigaat
p
w?e
Cr Mr. John Dam ey
N'CDENR - Division of Watcm Quall>;y
401 We& ds Unit
1650 Mail Servlco tamer
Raleigh, NC 27699.1650
Phone: (919) 951•799o. Fst! [phone].972 Trinity R'nAd • Rafe K Ne=ck QaP06A 27607
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Ill: 200221142
County:
Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Authorized
Owner James P. Jones Agent Spaulding & Norris, P.A.
Attn: Scott Mitchell
Address 104 Lakeside Drive
Tabor City, NC 28463
Telephone Number
Address 972 Trinity Road
Raleigh, NC 27607
Telephone Number 919-854-7990
Size and Location of Property (waterbody, Highway name/number, town, etc.): The site is located
on the west side of US Hwy 401, approximately 0.75 miles south of its intersection with NC Hwy 42, in
Fuquay-Varina, Wake County, North Carolina. The site evaluated is approximately 106 acres in size.
The entire property was not delineated.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to an unnamed tributary of Kenneth Creek, in the Cape Fear River
Basin. There are also several isolated pocket of wetlands that are located on the site that are non-
jurisdictional.
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 delineated and 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, if 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.
X The waters of the U.S., to include 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.
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
Amanda D. Jones at telephone number
876 - 8441 extension 30
Project Manager Signature -
Date June 20, 2002 Ex i ation Date June 20, 2007
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"r 1 h rIJ rRI VI
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project/ Site C5ojA•hQ,rrnQcLLS
Applicant / Owner:
Investigator:_ Vo,4. 4 S c4iA
Dater c.,.11 7 g Z ?
County: („ c,.i/ o
State:_ Nc ?--
Do normal circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No ?/ Transect ID:
Is the area a potential problem area? Yes No ? Plot ID:
(explain on reverse if needed)
CIE G ETA ; ION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.L?(,6detlC,nuFAG
- 4 14 8.
2. Acer I-u _T_IZ- FJJ c_ 9.
3• -)TfL_ FAC* 10.
4Cr.rn?n?is Ccarol;nt?,Af?S`7?T¢ _fAG 11.
5. Rob S. u.At?a
lt4s (35'7-?) Yr._ CAc' 12.
r
6.5mAc,u ftslra?;ta1?w( 5y°7_?TI- FAQ_ _
13.
7. 14.
TR = Trees (non-climbing woody plants, 2 3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 It., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, 2 3.2 ft., < 3.0 in. DBH) VI = Vines (woody climbing vines, 2 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC+ joo7 %
Remarks:
I
HYDROLOGY
7

Recorded Data (Describe In Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
t/o Recorded Data Available
Field Observations:
Depth of Surface Water: N A in.)
Depth to Free Water in Pit: NIA (in.)
Depth to Saturated Soil: sh (in.)
Wetland Hydrology Indicators
Primary Indicators:
Inundated
rl__ aturated in Upper 12"
_ Water Marks
_ Drift Lines
_ Sediment Deposits
-Drainage Patterns in Wetlands
Secondary Indicators:
Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
Local Soil Survey Data
:sFAC-Neutral Test
Other (Explain in Remarks)
emar
J, ?1Cs - - t t- VW"AAY -1
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions

(inches) Horizon (Munsell Moist) ,
(Munsell Moist) Abundance/Contrast Structure, etc.
©-3 Z.s,j 313 A. sd4 ton,,
13
r IOu, f 314 Z"1s GI u.4 ?JC<rti
F, -2- -1 QL4 3 10,4 Ck
2.,. 3 ? . C- 15
Iv 557, sand., lo?„?

Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed On Local Hydric Soils List
-LefF educing Conditions -Listed on National Hydric Soils List
keyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No Is the Sampling Point ,
Wetland Hydrology Present? Yes ? No Within a Wetland? Yes '---No
Hydric Soils Present? Yes No
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project/Site 'So("iKern QrIC.y Date:
Applicant / Owner: County:_?
Investigator: sc:044. 1Zou State: NC,
Do normal circumstances exist on the site? Yes t/ No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No ? Transect ID:
Is the area a potential problem area? Yes No ? Plot ID:
(explain on reverse if needed)
VEGET. % ION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. a rc. - o,. (35`70) T.R. FACtL, 8.
2. Tg_ _ IFAC - 9.
3. o
TP_ fAC 10.
_
_
4.CmuS flortac, Sd1.) -n?- FACik
5. Liqu, ika,,Ly s U na, .til cfl51JJL_ ACt 11.
12.
6.LtAjgnrlD"%4tA'e(o, 05FA,C 13.
7. 14.
TR = Trees (non-climbing woody plants, 2:3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, 2 3.2 ft., < 3.0 in. DBH) VI = Vines (woody climbing vines, ?: 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). '26; %
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks)
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
?No Recorded Data Available
Field Observations:
Depth of Surface Water: NJ A in.)
Depth to Free Water in Pit: N a in.)
Depth to Saturated Soil: W /A in.)
Wetland Hydrology Indicators
Primary Indicators:
_ Inundated
Saturated in Upper 12"
_ Water Marks
_ Drift Lines
_Sediment Deposits
_ Drainage Patterns in Wetlands
Secondary Indicators:
Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
_ Local Soil Survey Data
/FAC-Neutral Test
Other (Explain in Remarks)
ema
1-3 I DIP -4 to- v,
nit Name
s and Phase):
F Drainage Class:
Taxonomy
(Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions

(inches) Horizon (Munsell Moist) ,
(Munsell Moist) Abundance/Contrast Structure, etc.
(
n
IZ- IZi _B- 2.5 V(# Z.s 5-7,

Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed On Local Hydric Soils List
Reducing Conditions -Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No ?G Is the Sampling Point
Wetland Hydrology Present? Yes No JC Within a Wetland? Yes No
Hydric Soils Present? Yes No
Remarks:
iA.V lca, n 6
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

Project /Site 5ow?l .c C? ,k; Date: rrtcA,
Z
- ZQ -

Applicant / Owner:
Investigator: 5c ,,-t { ? RC >4 4
?
L
County:- W,,k
State:
k C
-
Do normal circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No
Is the area a potential problem area? Yes No
(explain on reverse if needed) Transect ID:
Plot ID:
E-I -% ION
VT
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ptntisiae c, i'Z-o-0 IZ _ s=ac. 8.
2. 5 1.') -1 -r-A - 9.
3. 45 l2 GACW 10.
4. Ater rt?ru ip rAC 11.
FAc" 12.
6.r`?tbu?be?l??olt«? (3`71 ?_ GAC_ 13.
7. 14.
TR = Trees (non-climbing woody plants, 2 3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 It., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, 2:3.2 ft., < 3.0 in. DBH) V? = Vines (woody climbing vines.;- 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC+ Q2, %
Remarks: "ydnc. ?? ton
HYDROLOGY
Recorded Data (Describe In Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
?No Recorded Data Available
Field Observations:
Depth of Surface Water: N A in.)
Depth to Free Water in Pit: K_1A (in.)
Depth to Saturated Soil: 4" {in.)
Wetland Hydrology Indicators
Primary Indicators:
Inundated
?Saturated in Upper 12"
_ Water Marks
Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Secondary Indicators:
-Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
_ Local Soil Survey Data
?FAC-Neutral Test
Other (Explain in Remarks)
('If'
emarks:
JVILJ
. -11_" ('l__ L,- T r7 sr. '2 i ._ 1.1 1
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions

(inches) Horizon (Munsell Moist) ,
(Munsell Moist) Abundance/Contrast Structure, etc.
0 -'3 'k. Ao'4 r 312- _ MIA r- ???14 T ctA (
(Oc ?m
3 .. II ?- _I D u r 41 1 4
10'-1L4/U - Z°7v Clati `oarin
iG-t g "I I 10 u r 10°10 t o Q? r-ri
Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_Aquic Moisture Regime _ Listed On Local Hydric Soils List
/Reducing Conditions -Listed on National Hydric Soils List
_x.,-'Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
9yd r i c Soil-,
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes L.- No
Wetland Hydrology Present? Yes v No
Hydric Soils Present? Yes ?-- No
Is the Sampling Point
Within a Wetland? Yes L-- No
Remarks:
l,Je
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

1 - II
- V
Project/Site Date: h t.n?
? Z

Applicant / Owner:
Investigator: Sc. 4t 3 i?°H T
.
County:,
State: Nc

Do normal circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No I---
Is the area a potential problem area? Yes No L.--
(explain on reverse if needed) TransectID:
Plot ID:
CIE C_ -r,A ION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. 8,
2• 9.
3. 10.
4. 11.
5. 12.
6. 13.
7. 14.
TR = Trees (nun-climbing woody plants, >_ 3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, 2:3.2 ft., < 3.0 in. DBH) VI = Vines (woody climbing vines, 2 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). %
Remarks: ?Pe n ?E Id
HYDROLOGY
Recorded Data (Describe In Remarks)
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
:-No Recorded Data Available
Field Observations:
Depth of Surface Water: tJ in.)
Depth to Free Water in Pit: ?? in.)
Depth to Saturated Soil: ti Iin.)
Remarks:
Wetland Hydrology Indicators
Primary Indicators:
_ Inundated
Saturated in Upper 12"
_ Water Marks
Drift Lines
_ Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators:
Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
Local Soil Survey Data
_7FAC-Neutral Test
Other (Explain in Remarks)
..V1 L.
SOILS
C 1i r'7 L_ hD" 7 __
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
O- I Z A J2_ 10"11, 5/4, N(A - t o n nn
IZ -11A g
Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_Sulfidic Odor Organic Streaking in Sandy Soils
_Aquic Moisture Regime -Listed On Local Hydric Soils List
-Reducing Conditions -Listed on National Hydric Soils List
_Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: Non - N?{d r, c
WETL,AlND DETERMINATION
I
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks:
(y(Afi6
No ? Is the Sampling Point
No Within a Wetland? Yes No
No ??
u,'A t fi rVKivl
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
QA 1cR n cl
D F # 1 (at t-1 0
Project/ Site ?A+ ,ter, 0?,(_:• Date: m Es:sI LA., _00z
Applicant / Owner: County: Woke.
Investigator: Sca+t k_Ruv State: 1114 C,
Do normal circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No %,- Transect ID:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
VEOE T^,, ION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. ,1vr?cuS V,.U.?JJ t (15 4V_ 08L_ 8.
2. 9.
3. 10.
4. 11.
5. 12.
6. 13.
7. 14.
TR = Trees (non-climbing woody plants, 2 3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, ? 3.2 ft., < 3.0 in. DBH) VI = Vines (woody climbing vines, 2:3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). l00 %
Remarks: Nyd rrG Ve?e 1 a1 o n
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
?Saturated in Upper 12"
?No Recorded Data Available Water Marks
Drift Lines
Sediment Deposits
Field Observations: _1,?-Drainage Patterns in Wetlands
Depth of Surface Water: N R in.) Secondary Indicators:
/Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: NIP, (in.) _Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 411 (in.) ?FAC-Neutral Test
-Other (Explain in Remarks)
emarKS:
l?yd?_w"Jy ffttrn,
.JIJILJ
C-;- . -14"..-.,. i l _ L .- it b t+ 1 t" t 1 - ,1 v 1 a 1.. i l , _ .. _i
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3 _A 41L I oc?rn
3 'ID $i 2 •?? 5?3 10 r 3?6
la - ((p 97-_ 2. tt 41z ?Do,
Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_Sulfidic Odor Organic Streaking in Sandy Soils
_Aquic Moisture Regime -Listed On Local Hydric Soils List
v Reducing Conditions -Listed on National Hydric Soils List
?Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: ??dr?c 5? Its
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes L No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Is the Sampling Point
Within a Wetland? Yeses No
Remarks: W e} 1,,.., 4
N
Sr~r~i O t ~
50' RON - 27' B-B O» M
5~C'QNTEIE ~ .r i , W
SIta41LK ~ i / ~ ~ ~ / j ~ / ~ ! ~
I / / ~ / / ~ / ' t N ,.q F
l I I l _se~~ ~ ~ ~ i 1 l i ' ~ ~
s~rA ~ _ l ~ \ 50' RO - - i \ ~t~au~ rAn~ M 27 B B cI \ '1.1 ~`f~l YARINA ~ 6
I s• ~ 1 ss ~ ~ - 1 30 IH16E ~ Vlll~i/ ~ ~ ~ ~ 5. ~ /a• K 50' ROM - 27' B-B
s ~ ~ In 1 ~ sIa P~sTRIAN 1 sm~lwr ~ \ \ i
smexurc ~ ~ a~sn~-' / u m t rrPrcu. 45' - I ~ ~ e 25/ e-~ •x6' 0 6~ lI C 4
-B l 1 ~ n _ 1 t~ ' ~ ~ - o
t2 PYC . ~ ~ We .IbC ~ TYP. CI - PT 18??3.78 o, o C 2 wN PI? htpA 00~w w
~ iB 5 /
~ ~ ~ ,1A2• - / ~A• j • CCIIClEJLr
\ s " o we ~ +uc ~ ~ j ISIA~M, AIX ~ r ~ ~ Y I -
~r gg~ruxur r~atnw 20' LIQAIM16f EASE?EJVf
v B' x 6' / / / 7 i / Mf ~ ~ t~ ~I C f ~
t e~• , ' ct r~ rya ~es>~a ! , cI s / / / / i s~sr I / n \ / s s p . tai r / ~ I ~ 55 , l I- 's / / / / n ~ ~ C ~
X 2• x B• ~ PC 10?90. ~ -ZF R, I I g / / ~ ~ \ ~ ~ TYP. ~ S1hffT ' f 7.117 / / / / ~ f 5' N/C i SI~IIALK j ~ NT S 'C• t9+B8.BB~ / ~ SIL~IALK ~ ! 1 5' ~ ~ J~ p, iES ~ i11 yy t ~ ~ V df
/ ~ / ~ \ 'ru. ~ taroe~~ \ 1~' W r ~
i CI _ / I I ~ 23' R t9 / - ~ ~ ~ C 1 .19 l0119~7'E 14C 1 ~ ' T? ' e• tEE ~ r6 g ~
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~o~ D4UA{tSf EAS~Jr ~ ~ / / ~ ~ s• PYC _ 7or~ r~G ~ I ~ p' ss •'W / TN ~~R 1 IYP. 3 / ~ INI S~~77 iE"}g~75. Q2
C INT 'A' tt 8. , / ' FIlE / C 1 S1A~ET '9',31+99.13 a?n. / ~
6 PYC dry ` , IIE'MALK ~ V s• arc ~ ~ ~ / / /
` ` 50' ROM - 21' B-B / / / / ~ /
1 N ii ~ ' PPPYYYGGL / / a
/ / / ~ / / STREET "A" RED OAK TREE DRNE ~ / ^i
5 l / / ~ STRE " " p / ET B TIMBER MEADOW DRNE O Q / / /
i ~ ~ ~ sn~r~ 5. / « " to ~~'S' / STREET C WILLOW BA ~ 50' R - - / Y DRIVE ^ Gp ON 27 B B / /
50' RON - 27' B-8 / STREET E SPRUCE HOLL N l / OW DRIVE
~I / / / STREET "F" BRANCHM o ~ / OOR COURT o ~
/ / STREET "G" BIRCHW C ti C o~ OOD VIEW DRNE ~o,
/ « » ~o ~ / STREET H ACORN GROVE DRNE o~
a N / STREET "1" ~ ~ o x SYCAMORE SPRINGS DRNE o ~
STREET "K" ~ ~ SEQUOIA RIDGE DRNE y o
T T C U o C O
V ,M,C O
GRAPHIC SCALE 1"=50' ~7~ep~~ L ~ D1 C7 ~ C C ~
0? ~ O 1 1.) Tip CONTRACTOR SHALL CONTACT • NORTH CAROLINA ~ CALI' AT 800-632-4949 ~ N ~ ~
FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 h0UR5 PRIOR ~ 1~ ~
0 50 100 150 TO ANY DIGGING. ~ ~ . O 2.1 EXISTING CONDITIONS AND UTILITY ShDM~ ARE BASED ON IM~OAMATION PROVIDE BY ~ 'C
KENNETH CLOSE AND ASSOCIATES. TfA• CONTRACTOR SHALL FIELD VERIFY CW~ITIONS PRIOR ~01
TD STARTING CONSTRUCTION AND NOTIFY Tl~ ENGIAEER ~ ANY DESCAEPANCIES. COI~LICTS ~ INV~VING PUBLIC NATEl~ SANITARY SENEI~ AND STORM DRAINAGE CONSTRUCTION SHALL ~ ~
BE RESOLVED TO THE SATISFACTION OF TF~ TONN OF FUOUAY-VARINA. 3.) ALL CONlSTAUCTION AND MATERIALS SHALL BE IN ACCORDANCE NITH THE TOIAV ~ ~
OF FUGWAY-VARINA STAIVDAROS AND SPECIFICATIONS. R ~
C O
Z a
LC i . OD
K .3 A ,gg N
a n o ~ o°, N n ^ cy
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PV Sta ! .00 ~ n ~ 370 J ~
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1
PRM ECr MR43ER
1256-20021

i I
ti~ ss
MAIN 5T' "This certifies fhot this copy of this plot occurotety depicts the boundary o/ the jurisdiction of Section 404 of
N,~ aD the Cleon Water Act as determined by the undersigned on this date. Unless there is o change in the law or ,
our published regulations, Phis determination of Secfion 404 jurisdiction moy be relied upon for o period not to exceed five ysors /rom this date. This determinotion woe made utilizing the 1987 Corps of Engineers
Wetlonds 'neotion Alanual.
Name EMY 51 HILLCREST '
pG~ a2 DR. Title
N JONES ~1 C'^ RD. Date W _ O'~J
SI
JUDD PKWY. q EXTENSION 615-W79
~~Z~ r
mOZ~ ~oc~ DS1P~ y' 17-W77 616-W74
. ~R ~e s1 a-w72
619-w7s
621-W73 620-W70
VlCIN1TY MAP NO SCALE
623-W71
1450
625-W69
627-W62 622-W68 szs-wsa UNDERLAP
FROM B.M. 1989, PG. 97 1449
629-W67 624-W66 631-W65 628-W60
~ /
e s ifs fm s~ ~ N 3 / A~ ~ s 3 n ~ /
~f fsi ; ~ ~ o / ~ ~ co
Q' ~D r' ~ \ M
Y ,~Y, A~ ~ XS O'O N M
J r ~ f ro s ~ / rr, ' N ~
654-W41 ; ~ /
653-W36 A~ / IPF IPF f f ~ I / 2
656-W39 655-W34 v~ / PF
/ / ~ 657-W32 I O
658-W37 / o
660-W35 659-W30 / / A 1
STREAM AREA W / I
/ / o 0.054 ACRES 662-W33 / ~ /
w 661-W28 / I
/ / 663-W26 I /
/ /
664-W31 W / I
666-W29 665-W24 p / / /
667-W22 / / I
/ / I
676-W27 / / / /
675-W20 668-V6 / / I 677-W25 / / /
/ / 678-W18 / / 679-W23
681-W1.6 / /
680-W21 683-W14 / /
662-W19 / 84-W12 /
685 ~ 1 / /
/ / / /
86-W15 687-W10
670-V2
689-W13 692-W11 688-W 1448
691-W \ 669-V3
672-V4 673-V1 90-w7 693-W6 0 %o~ ~
i / p~//j 0 Q'
/ ~ ~~9 ~r~~a~J' ~ 700-0303 695-WS 694-W 671-V P~o,O~,o ~ 703-Q305
196-W3 ~ f _ ~ J
69B-W2 ~ ~ ~
I ,g97~w' WETLAND AREA V 711-0200 ~ ~ N ~ 20-q27 ~ _ _ _ _ _ 1aa7 ° o 0 0
a 721-olio 0.521 ACRES ~ o o s 1 0~ ~ N
0 ~ ail s 713-V22
723-0~1y18 ~~~-in5 X777-U17 727-0121 , / n ,724~~0116
»5
////a'///////////// ~ 726-0114
STREAM AREA U ~ ,J 776-U t 6 O/////////////// ~ 729-0119 728-0112 714-V23 STREAM AREA Q-2 oaiooiooi i
0.011 ACRES ` 0'~ OG ~ 73,-a1,7 73D-Q11° 0.003 ACRES
G~ ~G ~ ~`9 ~ 7 4- 115 732-0 OB JBTB JOINT VENTURE
765-US G' \~m ' 3 Q ~ 33 ~Qia6~~ D.B. 4324, PG. 904 m 736-Qtt3 735-~10~' 718_Y 5 PIN N0. 0656.04-82-2329
~ ~ ~ e~ ~ ~ o o ~ 0 737~Q102 ~~tfl~ ~ G~ ~ ~ ~ ° p 738-Q111
~ 763-U3 764-U6 ~00~ ~ \G b G ~G 761-U1 762-U4 ~ ~ ~O~m~ b G~ ~ o ~ ~ ~ I
0 759-pa9 758-U2 m $ o ~0 's~ 57-091 a ° i ~ 0 ~ r r 740-0109 ~ o $o~ o ~ ~ n n 7J~~~0100~ ~ i ~ i ~ r ~ 717-V24
~ ~ ~ ~ 0 ~ ~ u~i ~ ~w W n n N r ~
~J d'S ~ ~ TO ~ n ~ ~ n
~iT 0~ ~ ~0~ Jrn '~os ~ ~ ~ ~ a $ 0~ ~ ~ o r ~9 ~ o Q° 719-V26 /
~ ~ 0~ ~p ~ ~ 0~ 0~ w ~ ~ ° a r ~ N o ° ~
~ J C, ~ rn ~ ~ n ~ u, ~ / n ~ n ~ ~ n
796-p69 s ~ 30' SANITARY SElYER n
~o~ r AND HERITAGE 114AIL 799-p67 797-066 m~, CREENWAY EASEMENT
798-p64 Os p B.M. 2000, PG. 938
~ 'o STREAM ARE4 Q-1 aoo-ps5 aa1-p6z - - - J .
0.083 ACRES _
602-p63 _ _ -
803- 60 p /
0905-059 / o~, 804-p58 / / - - . f
O ps s
d d Os ~p ~ /
~ s ~J ~ s ~ ~ p
~ r p i ~ ~ ~ / r
OJ J~ OJ ~r'r ~~,p ~ d Os0/ / / J OJ S ~ ~p ~r ~ r / /
- D~J J ~ ~~p rr' r \T / / 834 029 ~ ~ p
a~, ~ / ,s / /
~ \~a 63s-p27 ~J Ja\ _ / / /
aJ so of / / / /
~O ~ / /
dr ~i, ~y ~~i OaJ / /
rv / /
~ / / 846-p14 ~rJ a\0 / Jy / 1
847-p22 0 aP/ 0~ / /
r'r d' 848-p1J 49-018 / 0.5~' ~PF
AIF 1445 :I
850-pt6 / N 86'47 42 W 651-p11 / / 674,73 6.02'
1W~" IPF
853-p9 852-p14 / / 854-p14 / / M WITNESS ARKS
/ N.C. GRID COORDS.
656-p7 / 658-p5 855-p10 N=662,364.187 E=2,057,945.316
857-p6
862-p1 860-p3 0
~ J
863- 2 859-p6 861p4 r
0 M O
J.R. ARNOLD D.B. 1586, PG. 396 h
LOT 39
B.M. 1920, PG. 189 PIN N0. 0656.04-72-8150 ~ W Z
P!N N0. 0656,04-71-4997 h 0
U~ _ ^V
A~
N.C.G.S. fi1RA80W" o 1
NAD 83 N.C. CRlD COORDS.
N=659,37Y.4?1 E=2,057,450.344
{
1RF -IRON ROD FOUND (SS -SP1KE SET
NORTH CAROLMl4 (AIF) ANGLE IRON FOUND
WAKE CWNTY ' ! YICNAEL D. CODDERED CERTIFY TH4i iHlS PUT M6lS DRAWN TINDER MY (BWF -BARB WIRE FENCE ' (1PS -IRON PIPE SET
AESCRIf~I RECORDED IN BOOK M4DE UND~MY SUPERVISI~T (1PF -1RON PIPE FOUND
THE BOUNDARIES NOT SURVEYED ARE CLEARLY AVDIGITED AS DRAWN FROM AVFORANTION fOUNO fN BOOK PACE ~ TFMT lNE RATIO (RF -REBAR FOUND (1SF -IRON STAKE FOUND
OF PRECISADN AS C4LCLaATED 1S i• 1iNT THIS PUT N(LS PREA~RED IN ACCORMNCE WITH C.S. 47-JO AS AIfpVDEO. WIMfSS MY ORIIRANL (LP -LIGHT POLf NOTE•
REGLSIR4TION NUMBER AND SEAL 1NlS yi _WY OF JUNE . AD., 200? (PP)-POWER POLE WETLANDS WERE DELINEATED BY SPAULDING do (OHPL)-OVERHEAD POWER LINES NORRIS, PA DESIGN CONSULTANTS. flLE• ,bNESVVwc LE.• JONESF WL
(ST)-SEPTIC TANK
LAND SURVEYOR µ~IN4bl/~h, CISTRITION No. L-J77J ~ ~ (RRSF)-RAILROAD SPIKE FOUND (CMF)-CONCRETE MONUMENT FOUND WETLAND DELINEATION FOR ~NN~'T8 CLOS1~, INC.
Laa~d Surutytnp C.
I NOTE.• lalw ~oR of r,~osuRE ~4s ~ too+, ~tsaasuRE w4s 870 TIRINITY ROAD - R~ILd'ICB, NC 17807 17'607
gu~,~' •i~1L = , ~usrE~r ¢RO p p~j,~ ~ PBONP: (81851-1944 !'AX: (91A~51-S,EOf W51-5201
nits ~ uNCESS tror,ro ortrFRw~sF A<c A~ cucuulEO er
COORDMNTf COMPUTA)ION. • ANDiO~ ARIE'~'K COUNT l MIKE 4-5-02 SU lB TOWNSHIP. Le
200' roo' o' zoo' 400' soo' ~/fI1
Q Q~ ~~~f11~NN~~~1 STATE. Mr~?TH G~Ot~al AID
CHECKED ~ CLOSURE BY.• SCALE IN FEET ZONE. P.I.N. e Q
a~. ~ ~ .

j
ti~ ss
pIN 51. 'This certifies that this copy of this plot occurofely depicts the boundary of the jurisdiction of Section 404 of N M 4D~ the Clean Water Act as determined by the undersigned on this date. Unless there rs a change in the low or H~ our published regulations, this determination of Section 404 jurisdiction may be rolled upon for o period not
to exceed true years from this dote. fiis determination was made utilizing the 1987 Corps of Engineers
Wetlands eation Manual.'
Name
ELY 51 HILLCRES7 pG~ k2 DR. Title
N JONES I r1 RD. Date r o'~
SITE
JUDD PKWY. \ ~ EXTENSION
~c ~
Imo ~ Zop~ 51~~ IPF
G
. R~ ~a

VICINITY MAP NO SCALE N ~D
FREDERICK G. SMITH W
D.B. 2929, PG. 306 PIN N0. 0656.11-65-6450 M N
MAP BY THOMAS LESTER STNAGL ENTITLED IL ENTITLED ~
'CHARLES E. WEBB & SHIRLEY W WEBB'; AND DATED APRIL 9, 1981. W WEBB'; ° z
JACK M. JONES
D.B. 2253, PG. 41 P!N N0. 0656.12-75-6353
REBAR N E REBAR N 86. 2' 1 E _ Rf84R
FOUND RE84R ~ ~ FOUND Q9U.63 ~ fOUND
E.D. FLEMING FDUND ~ N~ ~ f
D.B. 729, PG. 523 TRACT 3 X10 HILtCREST DRIVE
B.M. 1995, PG. 581 ~ j PIN N0. 0656.11-65-0334 ,~h~' RE64R , 50' R S 02'52 53 W ~ i 253.44 ' -CMF D.B. 2934, PG. 305
rl~j FOUND W B.M. 1998, PG. 1790 ~
REBAR ~ ~~k6 FOUND a a °i O
N 86'26'23 E RE&4R 0 310.79 ' FouND t'aND ~ N REfl4R ~ ,S o'^. FOUND ~
RfdAR 86'48'29" E 959.65 ' ouNO Z 1PF R/N' 2
FouND SEE PAGE 3 OF 8 FOR STREAM, POND ~ WETLAND 8 FOR 25.os' 16 ~ WETLAND NIPS RAY
INFORMA110N N iq PHILLIP GARRETT ~
TlVili l 3 ro N D.B. 8621, PG. 2194 Q LOT 1
~ B.M. 1998, PG. 1790
~ ~ REBAR P1N N0. 0656.04-84-1589 ~ FOUND
MAMlE C. JONES HEIRS, et al ~ TRACT 2
D.B. 3236, PG. 354 ~ g1RN ~
w P!N N0. 0656.04-74-6412
81RN ~ b 1 S1ORY p MARIAN L. BRYAN ~'E ~ ESTATE FILE 85E, PG. 0083
Z ~ 6ARN ? [,j] ~ IP APART OF WfL
o i vi ~ BARN pP SECOND TRACT O ~'N ? ~ ~ ~ D.B. 847, PG. 161
Oo CEO ~ PIN N0. 0656.04-84-2131 m
N ~ s o5•os'42" w
f sso.l s
PP PP !PF 1 SiDRY S 86'06'10" E 933.34 ' THE SECRETARY OF
(D o PP OHpL RRSF ~i VETERAN AFFAIRS
~I IPF ~ L D.B. 7888, PG. 220 JUDD PARKWAY
60.0 ' ~ - - 859 64RF! PIN NO. 0656.04 73 9 rVTrN~`~
TRACT ~ RF Ll 1P 20, i i sTORY SLOPE ~ (70
HAROLD E PARKER D.B. 891, PG. 39 ' HOUSE ~ U11L11Y CEMENT D.B. 6408, PG. 61
P1N N0. 0656.04-53-3960 N ' ~ B.M. 2002, PG. 206 B.M. 1994, PG. 1663 ~ - ~ OHPL ~ o
PIN N0. 0656.04-64-0222 M BENNY SHERILL JONES, et al ~ ~ N ~ D.B. 2984, PG. 459 ~ - - _
A PART OF 1RULER - O.B. 2472, PG. 277 R/lY
PS W 656.04-63-9535 RE&IR L3 S P!N N0. 0
N FOUND 161.05 0.4 S 84'03' O ; BY LESTER STANCEL ENTTLED PP PP 403,23 E R/1Y
~ SURVEYED AND MAPPED FOR CHARLES E L4 ~ WEBB 8r SHIRLEY W. WEBB , AND RATED h
~O iv APRIL 9, 198 } TOWN OF FUQUAY VARlNA
Dry O VINSON D. JONES IPF pp D.B. 6408, PG. 61 Z D.B. 1637, PG. 348 CMF TRACT 2
N REd4R P1N ND. 0656.04-73-9523 L5 B.M. 1994, PG. 1663 PIN N0. 0656.04-83-2629
S 89'1144" E oFOUND 5 .TRACT 2 IPF 2 6.5~ IPS 4CT 2 TOWN OF FUQUAY VARINA
~ D.B. 6391, PG. 935 ' P1N N0. 0656.04-83-5564
• v IPF CP&L DWG. N0. L-D-7034 N 86'42 37 W 782.18 ~ IPF DATED MAY 1984.
n~ BENNY SHERlLL JONES, et of D.B. ?984,T OF 459 LL JONES, et of t4, PG. 459 1P ~
A PAR ART OF
D.B. ??90, P&, ??8 ~ PIN NO. Oti56.04-83-9535 i0, PG. 228 CAfF 16.04-83-9535
SEE PACE ti OF 8 FOR ~ MAP BY THOMAS LESTER STANCEL STREAM INFORMATION ~ '$URVEYEO AND MAPPED FOR CFW LESTER STANCEL ENTITLED
~rO WEBB ~ SHIRLEY W. WEBB ; AND MAPPED FOR CHARLE5 f. W. WEBB ; AND DATED
,"~7 ~ ,nc~
ry^~ nrrta v, ~ao~ Stt F'AGt o ur a rvrr POND 8< WETLAND
INFORMATION
THE TOWN OF FUOUAY-VARINA ~ D.B. 4430, PG. 614
IPF B.M. 1989, PG. 97 a
~ PIN N0. 0656.04-83-6150
SEE PACE 6 OF 8 FOR a
WETLAND INFORWAON oD POND
n UNDERUP
_ IRF ' FROM B.M. 1989, PG. 97 rOR
SEE PAGE 4 OF 8 FOR 3 STREAM ~ WETUND D
1NFORWTION IP !PF
\1i ~ ~~S o0 W / !PF o_
~ N O SEE PACE 1 OF 8 FOR ~ STREAM ~ WETUND ~
i A' ~G'A INFORMATION ~ S 02'45'1" W
o,PF ~ ~ 1040.70
F 30' SANITARY SEWER AND HERITAGE TRAIL
G ` ti GREENWAY EASEMENT
os~9~ SfE PAGE 7 OF 8 FOR ~'L B.M. 2000, PG. 938 n a
STREAM ~ WETUND lNFORWTION
I \ ~ ~ JBTB JOINT VENTURE / ~ ~ ~ ~ D.B. 4324, PG. 904
/ / / i- " ~ PIN N0. 0656.04-82-2329
/ / ~ / / 0.55' PF
iPF N 88' 15 54 W 790.23 J
'90.23 A!F ~ N 88'47 42 W 874.73 w lwirNESs
TRACT 4 MARKS
N.C. GRID COORDS. N=662,364.187
(Exc~usn~ of c~u~) E=1,057,945.316 1
MAMIE C. JONES HEIRS, et o! J.R. ARNOLD D.B. 1586, PG. 398
1RACT 1 LOT 39
D.B. 3236, PG. J54 P1N N0. 0656.04-51-5938 B.M. 1920, PG. 189 a PIN N0. 0656.04-72-8150 ~ j
P1N N0. 0656.04-62-0973 PIN N0. 0656.04-71-4997 ~
r ry
0 h•
RONALD H. GROVf D.B. 7125, PG. 108 ~ W 'OVf 2 108 N ~o
PIN N0. 0656.04-61-6192 if-6192 0 0~
2 n4
aR m~ a
N.C.GS. 'fARA80W' o N4D 83
N.C. GRID COORDS. N=659,J72.421
E=2,057,450.344
LINE TABLE
LINE BEARING DISTANCE 'E
L 1 N 86'06'10" W 168.52 L2 S 03'21'43" W 225.16 i2 6
L3 S 85'39'16" E 161.49 9
i L4 S 05'08'42" W 139.69 i9 r1
L5 N 86'55'39" W 126.11 L6 S 05'12'33" W 199.98 i8
L7 S 86,54 X04 ~ E 126.33 L8 S 05 08 42 W 44.92 3 02
L9 N 35'1456" W 197.92 02
Lf0 N 5T5033 E 96.80 tE~ Lit N 70'41'18" E 104.64 t0 W
(IRF -IRON ROD FOUND L 12 S 82'06 47 y W 180. DO ?D
(SS -SP1Kf SET L 13 N OT5313 W 121.00 )o 10
(AIF)-ANGLE IRON FOUND L 14 N 82'06'47y E 180.00 (BWF)-BARB WIRE FENCE L 15 S OT5313" E 121.00
NORlH CAR011N4 NNKE COUNTY (1PS)-IRON PIPE SET L 16 N 42'25 36" E 14.43 t3 f0
! m[w~rt D. CDODfRED_ CERTIFY THAT )NIS PUT WAS DRAWN UNDER MY SUPERhSION FROM AN ACTiML~SI~ WOE U AMY SU'PERVISIO~NT (IPF -IRON PIPE FOUND L 17 S 42 25 36" W 135.80 (RF-REBAR FOUND L18 S 89;18'26" E 168.55
DEED DESCRIPTION RECORDED THE BOUNAIRIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN fROM (ISF -IRON STAKE FOUND L 19 S 42 25 ~6" W 75.11 11 55
1NFURAN110N FOUND !N 8001( PAGE T THIS PUT MOAS PREPARED OF PRECISION AS GV.CUUIED 6 1• 1HA (LP -LIGHT POLE NOTE.• L20 N 01'3812 W 61.85 (PP)-POWER POLE WETLANDS WERE DEL1NEAlED BY SPAULDING ~ sFVWL
Ml ACCORDANCE W1TH G.S 47-JO AS OED. WITNESS MY ORIGINAL SIGNATURE, REpSIRATION NUMBER AND SEAL THIS o~ DAY OF AD., ,rrIHtUlrrTr'I - VERHEAD POWER L1NES NORRIS PA DESIGN CONSULTANTS. '~L j (OHPL) 0 ,
~ ~i"" ~ (ST)-SEPTIC TANK (RRSF)-R4ILROAD SPIKE FOUND ND DELINEATION FOR g CL~S~' INC.
LAND SURVEYOR - NCRETE MONUMENT FOUND WE7LA ~NN~?' (CMF) CO Land Surtleyfr~p
RE TIDIV No. L-3 NoTE• = A70 TRINITY ROAD - RALd'ICH, NC 87'80?' it
sEAI RAW ERROR OF CLOSURE WiIS 83,100+, MISCLOSURf NNS 201 t
l~ DISTRI8UTE0 BY 1HE COMPASS METHOD. THE DISTANCES ON PgONB: (81981-8944 111iI.Y: {918}861-5801 THIS MAP ARE ADJUSTED HORIZONTAL GROUND DISTANCES
UNLESS NDTED 01HERWISE. ALL AREA GALCUUIEO BY COORDINATE COMPUTATKM+. SURVEYED 871: A9
IP: A CREEK t~OUNTY. M6AKE TOWNSH
ra+ur++N'`~~ 1 200' 400' 600' ~ r s ~ 200 100 0 ~ ~ STATE. MARTN AI~lG~MN
~Y~ t~F~E"~1E0 # CL~~tIM~E " ~ SCALE IN FEET I4NE. P.I.N.
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MpiN 51' 'This csrtifrea that thin copy of Chia plat accurately depicts the boundary of the jurisdiction of Section 404 of
N 401 the Clean Water Act as determined by the undersigned on this date. Unless there is a change in the law or H~ our published regulations, this determination of Section 404 jurisdiction may be relied upon for a period not
to exceed five years from this date. This determination was made utilizing the 1987 Corps of Engineers Wetlands Lion Manual.'
Name EMV Sl HILLCREST
p ~ 42 DR. title
" Ra ES - s =8 ~~a Dare
SITE JUDD PKWY.
q~Z EXTENSION
4~ <~o c
o OS
VAR . a~~o
x y~
VICINITY MAP NO SCALE
TRACT 2
BENNY SHERILL JONES, et al
D.B. 2984, PG. 459
A PART OF D.B. 2290, PG. 228
P1N N0. O85f,.O4-83-9535 n
N MAP BY THOMAS LESTER STANCEL ENTITLED ~ SURVEYED AND MAPPED FOR CHARLES E. 'o
WEBB ~ SNIRLEY W. WEBB", AND DATED i
APRIL 9, 1981 - 64-J 63-Ji A 6fi J4 Z
65-J3 68-J6 0
3 67-J5
N W
70-JS 69-J7
(V O
72-J10
71-J9
STREAM AREA J-2 73-J12
0.052 ACRES 74-J„
76-J14 75-J1J
77-J15
79-J16 78-J17
81-J18 80-J19
83-J20
85-J2 2-J21
84-J23 87-J24
v 86-J25 ~ 88-J27 I N
a v ~ ~ n ~ n° 90-J26 ~ M I ~ I ~
a ~p ~ ~ o I o° ~ rn 89-J29
N O l \ ) 7 ~ ' ~ a ° ~ ~ 91-J28 ~ n ~ ~ ~ I N
rn m ' I y~ ~ o h n n 92-J31 ~a n ~ ~ a I ~ I ~
~ ~ ~ N I ~ ~ ~ I N i ~i ~ rn ~ m y ~ ~ ~ ~ ~ o rn rn
r r~ 00 ~ N~ N N m ~ ~ ? ~ M ~ N N 7 I ~ ~ ~ ~ N ~ I -Ni N v s~
M ~ M M ~ ~N ~pO ~ N i Sj IN M
ND AREAL M ~ ° ~ ~ ~ N^ WETLA 140-J76 ~ ~ ~ o ~ ~ ~ ~ ~D N^ ~ ~
0.008 ACRES i39-J79 n M ~ N N N r7
I M N M M
1411-L2
1413-L1 1410-L4 1412-L3
1385-J100 1409-L6 13Q7-JiQ1
139uu-J10 1408-L8 1368-J10 1407-L10 1391-J104
1392-J105 1403406 LS 1401-L9 ,-1404-L12
1396-J106 '1400-L14 1394-J107
1399-J108 139$-L16
1395-J110 1402-J1 9 1393-J11 1405-J111
1389-J114 1397-J113
1386-J116 1383-J115 1382-J117
1380-J118 1381 -J 119 STREAM AREA J-1 13n-J1z
1375-J122 0.034 ACRES , 379-J, 21
1374-J124 1378-J123
1373-J126 1376-J125
1372-J127
1369-J12
1371-J129
1370-J130 1368-J131
WERAND AREA M-~ 1366-J132 1367-J133
0.014 ACRES 1365-J13 b 1364-J134 N ~ O ~
~ , N i 1362-J136 N ~ ~ 1361-J13 ~=6'-J+j, !;47-u'
o n ~ "1359-J140 i 1301-J156 ~ ~ ' 11360-J1~'3
1300-J158 ~ ~ 1358-J141- ~~i~// 1351-M2
~ / 1307-M23 ~ 'i 1299-J160
1298-J157 n 1353-M3 256-151 1297-J162 N a ? ~
1257-149 1262-147 1296-J159 ~~Na ao < ~ ~ ~ a 1302-J155 n ~ = ~ ~ i N ~ WETLAND AREA M-3
1266-143 N~ N~ I I ~ i a 0 I ~~~ad ~<~~M ~ 0.018 ACRES
1264-140 1295-J164 ~ p" ~ ~ ~ ~ n 1258-150 1293-J16 1294-J161
1259-148 1263-142 1268-141 1309-M30 - 1292-J163 i
1267-138 1267-138 ~ 1260-146 1291-J165 1261-144 1290-J168-* r
1269-136 1268-J172 1270-139 , 287-J167 WETLAND AREA M- i
1271-134 1310-M31 148B_J189 08 ACRES 1284-J17 O.0
1273-137 1285-J171 1272-132 1275-135 1283-J173
1274-130 1282-J175 1216-128 1261-J177
1312-126 1280-J176 1313-124 \ 1279-J179 30' SANITARY SEWER AND HERITAGE TRAIL /
1315-122 1277-133 1317-120 278-1131 GREENWAY EASEMENT /
1319-118 1314-129 B.M. 2000, PG. 938 / / 1
1321-116 1316-127 1318-125
i
1322-121 1323-114 324-ii9 / / / /
~A^T 1326-117 IIT/"I~I / 7 1328-115
~ 1325-ii2
(IXCLUSNE t7F CEMETERY) ~
MAMIE C. JONES HEIRS, d?t at 1330-113 ~
TRACT 1 IPF ~
D.B. 3?3B, PC ,734 1443 PIN N0. 0656.04-51-59J8 1321-110
PIN N0. 0636.04-62-0973 1329-ie N 88'15 54 W 790.23 1331-i6 ~ 1332-111 nIF ~ N 88'47 42 w
1338-i5 1333-i4
1335-19 1334-i3 / ~
1337-i7 1339-i2 1336-i1 r
J.R. ARNOLD
D.B. 1586, PG. 398 ~ LOT 39
B.M. 1920, PG. 189
PIN N0. 0656.04-72-8150 PIN N0. 0656.04-71-4997
i+
i
RONALD N. GROVE D.B. 7225, PG. 108
PIN N0. 0656.04-61-6792
L~
(IRF -IRON ROD FOUND
(SS -SPIKE SET (A!F)-ANGLE IRON FOUND
NORTH CAROLINA (BWF)-BARB WIRE FENCE
WAXf COUNTY 1 MIGWIfL D. GOODFRED CERTIFY THAT THIS PLOT WAS DRAWN UNDER MY (1PS)-IRON PIPE SET (1PF -fRON PIPE FOUND
SUPERVISION FROM AN ACTIAAL SURVEI' MADE UNDER MY SUPERIRSION, DEED DESCRId'IION RECORDED !N BOOK PACE THAT (RF -REBAR FOUND
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICTED AS DRAWN fROM INFORMAlWN FOUND 1N BOOK PAGE • THAT THE RAAO (ISF -IRON STAKE FOUND (LP -LIGHT POLE NOTE.'
OF PRECISION AS CLCUUTED IS 1: TWIT THIS PUT WAS PREPARED IN ACCORAANCE WITH G.S. 47-JO AS AMENDED. WITNESS MY ORIGINAL SICNATUR~ (PP)-POWER POLE WETLANDS WERE DELINEATED BY SPAULDING & FlLE• JONESfYWL
REpSTRATION NUMBER AND SEAL THIS 5th DAY OF JUNE , AD., (OHPL)-OVERHEAD POWER LINES NORRI$ PA DESIGN CONSULTANTS. (ST)-SEPTIC TANK r~ r ~r
(RRSF)-R,4ILROAD SPIKE FOUND TION FOR l ~ CL~O~~ INC• WETLAND DEUNEA KENNE
LAND SURVEYOR REp 11ON No. L-J77 (CMF)-CONCRETE MONUMENT FOUND REVISIONS Lam surveying
~tltliid„J;3lt NoTF• 970 TRINITY ROAD - RALfsIGE, NC 27607
~~I /I RAW ERROR OF CLOSURE WAS 83,E +1HESaSTANCESWON MEiH PBONTs: (919)85 f -2344 FAX: [phone] DISTRIBUTED BY THE COMPASS
' i i THIS MAP ARE ADJUSIED HORIZONTAL GROUND DISTANCES UNLESS NOTED oTHERwISF ALL AREA CALCULATED BY SURVEY _ _ SURVEYED BY: LB
COORDINATE COMPUTATION. ~/~(E 4 5 02 MIDDLE CREEK COUNTY. A . TOWNSHIP i
8 ~p L3?T8 200' aoo' soo' E: t " = 200' DRAWN BY:. MB
o ; zoo foo' o SCAL STATE: NORTH GIROLIIVA . SHEET
, CHECKED dt CLOSURE BY. 4 OF 8
a c~° SCALE IN FEET ZONE.' P.l.N.
~NltttN?tt,1

I
ti~
SS
MAIN ~5T' "this cerfifiies that this copy of this plot occumtely depicts the boundary of the jurisdiction of Section 404 of TRACT 1
N~ 4D the Clean Water Act as determined by the undersigned on this date. Unless there is a change in the low or our published regulations, Phis determination o/ Section 404 jurisdiction may be plied upon for c period not
to exceed rive years from this date. This determination was made utilizing the 1987 Corps of Engineers I Wetlands ' eation Manual." BENNY SHER1Li JONES, et of
Name D.B. 2984, PG. 459 A PART OF
EMS 5t~ HaLCRESr D.B. 2472, PG. 277
pG~ 42 oR. Title N JONES a MAP P1N N0. 0856.04-63-9535
RD. Dote '~Ul MAP 8Y THOMAS LESTER STANCEL ENATLED '~URVEYED AND MAPPED FOR CHARLES E
SfTE WEB JUDO PKWY. APR WEBS ~C SHIRLEY W WEBB; AND DATED APRIL 9, 1981
EXTENSION
~ IPF mo21'o
~o~ DS~PFf y
. R~ ~ a
h' N 86'42'37" W 782. ~ 8
VICINITY MAP NO SCALE
TRACT 2
8-R10
• BENNY SHERILL JONES, et al
!).8. 2984, PG. 459 APART OF
a.B. 2290, PG. 228
PIN ENO. 0656.04-63-9535
MAP BY~THOMAS LESTER STANCEL ENTITLED 'SURVEYED AND MAPPED FOR CHARLES E. 6-R11 //i ~ 3-R1
WE88 ~ SHIRLEY W. WEBB", AND DATED APR1L 9, 1981 ~WETL4ND„AREA „R„
0.123 ~ ACRES ~
~i i ~ i i / ,
a- 4-R12 oa 16-~~~ 17-D45
2 /
i~ ~ ~ ~ ~ ~ 19-D46
2-F 2-R13 ~ ~ ~ ~ 0
15-D43~
18-D iii A 20-D47 2
0 21-D41
23-D40
24-D2 25-D39
28-D38 28-D38
30-D37 i-D37 26-D3
39-D33 37-D34 1424-Z5
5-D35 33-D36 36 1426-Z6 425-Z7
42-D32 i„
27-D4
43-D31
44-D30 /ISO,LATED~
,WE7lr4NQ AREA, ,Z
47-D28 46-D29 49-D27 0.113 ACRES 1422-Z4 ~ 1423-Z8
29-OS
51-D26 1421-Z3
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`~~~~~~~""a01419-Zi
53-D25
54-D24
31-D6 '
56-D23
POND AREA D
1.844 ACRES 58-D22
I
60-D21
61-D20 32-D7
59-D19
57-D18
i
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55-D17 ,i
36-D9 36-D9
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64-J2 63-J1
66-J4 4D-D11
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I 72-J10
71-J9 45-D13
I
73-J12
74-J11
1
76-J14 75-J13
77-J15
79-J16 78-J17
STREAM AREA J-2 81-J, s
80-Jt9 0.052 ACRES 63-J2D
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86-J25 BB-J27
N ~ °n 90-J26
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m 91-J28
ro 92-J31 i i ~ IRF -IRON ROD FOUND
~ I a m (SS -SPIKE SET
NORTH CAROLMIA 1161KE COUNTY • (AIF)-ANGLE IRON FOUND , (BWF)-BARB WIRE FENCE
I" 1 WCHIfL D. GOOOFRID CERTIFY 1HAT TN/S PUT WAS DRAWN UNDER MY (IPS)-IRON PIPE SET
SUPERVISION fROAI AN ACTUAL SURVEY MADE UNDER MY SUPT DEED DiESCRIPTiON RECORDED /N BOOK PACE THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICTED AS DRAWN FROM (IPF -IRON PIPE FOUND (RF -REB4R FOUND
'~1 pJfORMATION FOUND 1N BOOK PACf ; TINT JHE RATIO (ISF -IRON STAKE FOUND
OF PRECISION AS CALCUUIED IS 1• THAT THIS PUT WAS PREPARED da ACCARAANCE WITH C.S. 47-JO AS AMENDED, WITNESS MY ORIOIFNL SK.YWTURE, (LP -LIGHT POLE NOTE. (PP)-POWER POLE WETLANDS WERE DELINEATED BY SPAULDING ~
REpSTRA110N NUIfBER AND SEAL THIS DAY OF JUNf A.D., . I 2002 (OHPL)-OVERHEAD POWER LINES NORRIS, PA DESIGN CONSULTANTS. FlLF• fNYL
LAND SURVEYOR (ST)-SEPTIC TANK (RRSF)-RAILRCWD SPIKE FOUND
TION No. L- (CMF)-CONCRETE MONUMENT FOUND WETLAND DELINEATION FOR XEXNETB CLOSE INC.
R~ENSIONS ~ Land Suruty{n8
~MN111~4 R1w E,~rae of aasuaE ~+s a3, foD+, wiscLOSUr:E ~s 8y0 TRIPITY ROAD - ltALBIGE, XC 17807'
~N OISTTt18UiED BY THE COMPISS ~tIFIDD. THE DISTANCES ON rNls ,wP ARE AAJUSTED FrORIZONTAI GROUND DISTANCES PHONb': (818~b f-8844 FAY: (818~b 1-b10 f
UNLFSS NOIED 01Ff£RWkS£ AIL AREA CN.CUUIED 8Y COORDINATE CDMPUTAIION.
TOWNSHJP: AMDOLE p~1K COUNTY: MW(E 4-5-02 SURVEYED BY.• LB
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MAiN tsi~ This certires that this copy of this plot accurotely depicts the boundary of the jurisdiction of Section 404 0/ Hyr! ao the Clean Water Act as determined by the undersigned on this date. Unless them is a change in the low or
our published regulations, this determination of Section 404 jurisdiction may be rolled upon for a period not
to exceed fiw years from this date. This determination was made utilizing the 1987 Corps of Engineers Wetlands lion Manual'
EMS 51 NKLCRfST Name PO~y 42 DR. Title ! ~i
N JONES d` RD. Date ~ - ~ 'h~
SITE tip' JUDD PKWY. 2
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VICINITY ASAP NO SCALE
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1063-i194 1065-i1B7 1
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1067-i190 1068-1185
1 1070-i188 1069-1181
KENNY SHERILL JONES, et al o
1073-1186 1071-1177 D.B. 2984, PG. 459 2 . A PART Of ~
1074-i184 i 1077-i1B2 1072-1175 0.8. 2290, PG. 228 ~ PIN N0. 0656.04-63-9535
1094-OS 1075-1173 i 1095-03 1441 2 MAP BY THOMAS LESTER STANCEL ENTITLED o
1097-01 1091-07 1078-1171 'SURVEYED AND MAPPED FOR CHARLES E ~
WE88 dr SHlRLEY W, WEBS , AND DATED APRIL 9, 1981
S 88'26' lash-o2 loss-os 48 E 144 ~ ~ lose-o1o i 327.82 os3-o+ 0 0 107s-n8o
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1111-i15 1137 P7 1110-1162 31122-1145 1123-1146 ~ 1
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1198-N20' 1195-N2 1213-188 1214-185 1233-173 1196-N1
1232-175 1236-169 1197-N2 1238-137
l 1211-183 1237-168 1212-i! / 1208-181 1235-i7 1240-165 1239-166
1206-179 1241-163 ~ 1204-177 1243-164
rRACr 4 ~ 1234-170 1242-161 ` 1244-162
12101~d4 1231-172 \ 1230-174
(EXCLUSIVE OF CEMETERY) 203-176 1209-182 ~ 1246-159
\ 1207-180 1245-160
MAMIE C. JONES HEIRS, et al rRACr 1 1205-178 1247-158
D.B. 3238, PG. 354 PIN N0. 0658.04-51-5938 \ 1250-157
P!N N0. 0656.04-62-0973 1251-156 1252-155
1253-154
1254-153
1255-152 256-151 \ 1257-149 1262-147
/ 1265-145 1266-143
1258-150 1264-140 1294-J161
1259-148 126J-142 1268-141 1309-M30 ~ 1293-J166 1260-146 1267-138 ~ 1292-J163
1261-144 ~ 1291-J165 ~ 1269-136 1288-J172 1290-J168
\ 1270-139 131o-M31 WETLAND AREA M-1
1271-134 ~~1287-J167 1ze4-Jna 1286-J169 0.008 ACRES
\ 1273-137 1285-J171 1272-132 1275-135 1283-J173 i
1274-130 X1282-J175 \ 1281-J177 .
1313-124 1276-128 1280-J176 1315-122 1312-126 1279-J179
1317-120 ~ 1277_1133 1319-118 i
\ 1278-131 1321-i 16 1314-129
1318-125 1316-127 i
\ 1320-123 1322-121
\ 1323-114 1324-119 1326-i 17
1328-i 15
\ 1325-112
1330-113
1PF 1443
1327-110 1329-i8
1331-is N 88' 15 54 W 790.2 1332-111 3 1338-i5
i 1333-i4
1334-i3 1335-i9
1339-i2 1337-i7 RONAID H. GRUI/E 1336-11 D.B. 7225, PG. 108
(1RF -I ROD FOUND P!N N0. 0656.04-61-6792
NORTH CAROLINA WAKE COUNTY (SS -SP E SET (AIF)-AN LE IRON FOUND
1 MICHAEL D. COODFRED CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTU4L SURVEY MADE UNDER MY SUPERVISION, (BWF)- RB WIRE FENCE i
DEED DESCRIPTION RECORDED IN BOOK PAGE ,THAT THE BOUNDARIES NOT SURVEYED ARf CLEARLY INDICATED AS DRAWN FROM (IPS)-f N PIPE SET (1PF -l N PIPE FOUND
INFORMATION FOUND IN BOOK PAGE ~ THAT 1HE RA1I0 OF PRECISION AS CALCULATED IS is 83.100 THAT THIS PLAT WAS PREPARED (RF -R FOUND
1N ACCORDANCE WITH G.S 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SFAL THIS 5~ DAY OF JUNE A.D., (ISF -1R N STAKE FOUND (LP -L! T POLE
100? , (PP)- ER POLE NOTE.•
ND SURVEYOR (OHPL)- VERNEAD POWER LINES WETLANDS WERE DELINEATED BY SPAULDING & NORRIS, PA DESIGN CONSULTANTS. (ST)-SE TIC TANK FILE.' JONESFVWL
R CISTRATION No. L-3773 (RRSF)- 1LROAD SPIKE FOUND
1~~~11111gt~~' (CMF)- NCRETE MONUMENT FOUND
H REVISIONS WETLAND DELINEATION FOR KENNETH CLOSE INC. NOTE: ~ Land Surue?/ting
~~4 RAW R OF CLOSURE WAS 83,100+, MISCLOSURf WAS DISTRIBU BY THE COMPASS METHOD. THE DISTANCES ON 970 TRINITY ROAD - RALBICH, NC 27607
BEAT THIS AUP ALUUSTED HORlZOMAL GROUND DISTANCES UNLESS orHERw/sE: Au AREA caccuLATED Br P80NJ~: [phone] FAX: [phone]
LJ~TB COOROINA COMPUTAAON.
~ o: v SURVEY • TOWNSHIP: M10DLE CREE~f COUNTY. WAKE 4-5-02 SURVEYED BY. LB
zoo' t o' 200 400' soo' DATE
,~1 Q V STATE.• i" ~ 200' DRAWN BY: MB NORTH CAROLINA SCALE.
~N!l3141~~~ SCALE IN FEET SHEET
ZONE: P.I.N: CHECKED & CLOSURE BY.• 7 OF 8

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t e~ + t + y, . r + r r• + + , \ SEDIMENT BASIN 'S' + + r + ~ + Q~~~ °..ti~
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+ + t r+ r r+ v t INSTALL RIP-AAP DI55APATD9 t + + r : + + \ ' _ ~~i6j
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SfE SCNEDUf ON SNT. 3. t + + + + r ` ~ - ~ , , ~ J J J > ~l ~L ~1
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810 DDRl3' DISH : - _ 18161N 23 ' 30
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: AND LEVEL SPREADER AF1ER + + r + + + + + SEDIAENT BASIN REIDYAC. + t + r + + ~ EN ~ ~ 35 20 ~ r •M „ _ C LC^
SEE SCNFpAE DN 5H1. 3. t + + t t + r + + - I~ CI 3 , v. _ . ~ _ ~ _
+ t + + + t + + + , DIVERS , - c.- ~ . _ \ I ' - ~ , ~ ^ - 3 . ~ STREET A REDOAK ~ ~ Q
SEDIAFM BASIN 'C' r + + + t + + + .,1 ~ !!s ~ 9 _ . - _ _ R W STREET 11MSER ME4DOWDRNE rn ~ _ M. -
- , ' !P~ !23 ' + + + + r + + + t + + ' "F SEDIAEN SIN 'F' ~ a ' - ~ _ m , ca - - - - 11 W BAYDRNE o Qtr . STREET'[' Wl 0
` V a I ,M ~ ~:.a SIREET~' SPRU(~EMOILOWDRIVE
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+ + + r t + + + + + + + r + t + + + + : ' C 7 ~ DITCH , !!3' ~ R ST REET'f' COURT ~ •r /w o
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RIPARIAN BJ'FER. + r + + + + + , ~ !69 , 50' EACH9ICE r rrr++t+++t+++ ~ f ~ ' s ~ ~ ~ ;I STREET SEQU~4 RIDGEDRNE I -
l ~ .ti MEASIITED FADM ? r + t ~ DI ~ ~ t ~ t~ ~ ~ ~ CI r~ .r TIE TOP DF DAIK r + + + t + I Y ~ ~ ~ 29 / ~ ~
, /D DV i27 ~ r+ t r t t++ DI ~ i W
+ + + t + t + + t ~ / • 4 r i+ i+ V I 1 I ,
+ + + r t + t + :J~ ~ ,BASIN 'B' ~ / 27 CI : \ BASrN ' ++r t++r % ~ ' s / ZBt + + + r + r r j j !B7 / OF Y-YARINA CI ` ` JOB 'I
+ + + + + r + r ~ 1/'. ~ 1~ - fES CI ' DRA F•ASE1tNT i ; ~ I ~ ` ~ . NOTE: SEEDING OF ALL 21 SLOPES SHALL CONSIST OF:
I: Slriaa a soarifled 50 I~ aae
+ + + 4 + 4'- i + , ~ ; l~ i ~ ) / I ~ ~ 'I And
++++++++A i', CI CI ' / 11 fil ~ /OIRN , ~ , I Add 9 Loregras t0 b/an
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_ _ ~ ~ - n o rn gi n°~
+ t r t + :i ~ ~ I ~ 1 W ~ \ \ i 177 !7~ / - \ + + t + + + + I ~IABY/ 8t4BY E' / / r r 4 t + !h \ n ~ i
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DICTiI , ~ - rl ~ ,pig 2 Wo1 ~i~ ~m
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. ; + + + + + r + + i~+ ~ 14 " - ~ `CI TOMU flAUA~RINI / ~ \ I .----m.--m- TEMPORARY DIVERSION "
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r } ~ !7 - ~ ~7 I - o \ I a
t+ t+• r r t 13 j \ C r ` ' + t t + r + + + + CI • ~2 ~ . I , " CONSTRUCTION ENTRANCE n~
t + + r r + + t + DIYERSIDN ti, , Drra+ , , le - - _.l ~ ~ DIYETBIDN + r # + + + , t r + + + RAA~T D~ FLBIbIY-YAq~~ N„y \ ~ ~ ~ -
/ r / + + t + t + + + + 20' UTILI.Y EASEME$IT ' , t + + + + + + /r + + + 'D~f5rTE OUTFACE / CI ` - / ' FEhY.E °
t + + + + + + + + N'H' ~ _ t + r ~ i-~ 18 i DENUDEDACREA = 54..a2A
CAFE fEAR RIVER ' ' t + t r r r + ~ P.IPARI44~8LiFEA. ~ ~ ~ a - - ~ - o .e I ~ ~ _ as ~ o
+ r + r + r + + 50'-t~Yl1 SIDE ~ Tpp,,gylY ~ ~ 4 ~ , I ` t + r + + t + NEASUTED fRDM - ~ DIYEi4SI0N ` 39. ,-/!B ' " t+ ~ ~ Cf , j/ 1.7 ~s,aE ~ Drr " BASIN ~ .8~
+++++++1 +r t !Ol 11171 I ..,I ~ ~ y7 ~ I ~ 4
t r, + ! j ~ / / TAIIVQ~ -MARINA 5BA o ~ CI ~ _ . a / . Q
t+t+t+++ snr ~ , ~ ~ m s~~ I ; ` . EA0510V Il CONTROL NOTES 2 ~
1 , + r + t + + + t + Y.N SIfl< ff ~ - / DIYERSIDV • _ i _ LDE ~ itli09ARl / ~ 50 `max t~ tu~uir rARDM h- i.) ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY SITE CLEARING H IAN6f FAS96Y[- '
t t + + + t + t 20' UT ~ ~ _ `a~ \ DITCH ~ + t + + t t ? + + 0,`FSIT OUIFALI • 9! / CAPE fEAR RIYEA l~ AIPARIAM BLFFI:A. 1 , r+r+t tt r ~ ~ / / \ I AND GRADING. IN ANY LOCATIONS MHERE SEDIMENT BASINS OR TEMPQR~4RY DIVERSIONS J AM FUNCTIONAL UNTIL O ~ c1 , , + ARE IN FILL AREAS, BASINS/DIVERSIONS SHALL REMAIN IN PLACE 0
+ t + + + r t + ' / . y y 50' EACH SIQ< + + t + t + t r , ~ ' -Af ( MEASNID FRDN l ~ / _ ~ ~ ~R~ + + + + + + t + _ / CI rTE 1CP D° BANr !l ~ ALL CQNTRIBUTING GRAINAGE AREAS ARE COMPLETELY STABILIZED. AT THAT TIME FILLING ~ 58 + + v
t+++ f t t r ? ~ ` ` - EX. POND l + + + , r + r + , ~ ~ ~A ~ " + + + + + IN THESE AREAS MAY BE COMPLETED. Q V ~ ~ + ' ' ' ' + 2. AT SEDIMENT BASINS L; F, Q J, K, L, N, N, 0, P, AND S STUB OUT STOFEM ~AINAGE V ' + ' + ' + + + ) ANO SEDIMENT BASIN IS REMOVED ~
• + + + + , + r + + _L_. _ ~ _ 9 ~ ~ TO BE REMOVED j ' .O. + + + + + + + TO SEDIMENT BASIN, ONCE SITE HAS COMPLETELY STABILIZED j CONSTRUCT REMAINING STORM GEIAINAGE AS SHONN ON PLANS. INSTALL AIP-RAP DISSAPATOR =
+ + + + + + + I / ~ - - ~ DW 91ALL BE BiEACTID ~ DIYEASIDV CI + + + + + + + , \ \ ' ~ \ ` IN ACCOTQIhCE NI1H ' ~ / OIICN ~ ~ - + . + + + + + + TABILIIE THESE AREAS. I~ 0 H ~ ~ ~ AND LEVEL SPREADER AS SMDMV. SEED AS NECESSARY TO S + y + + + + + + (L OW
+ + r + r + + + r f \ - ~I< 7Q~ • ARMY CD4o AID M"l)NO t + + + + + + + t t -r RE6LLATIQV. ,l,,I+ f # + + + _ ~ + + + + + + + O
+ + t + t + t f t + 4 ,4"~ r + ~ 74 \ _ . LD~E BI~AGW MITH N1RIF7 / ~ r + ? t t t : + ` + + + + r + r CI SOOX AAD CLASS B RIP,RAP r ~ + 4 # + ~ ` ~I ~ ~ BE 1 MINIMUMDEPTH. 0 + t + + + + + + + 5TZ6-0Uf PIPE fAQM CI 157 /'Y.1. DY! I V1 IE~ W 1x11.1. v C
r + t + + + + + r + \r + r + r + + 75B . . ~ t0 HIDE AND 18 THI + + + r + + r + + + + + + + + + / / • ~ FOR THE ENTIRE LEABTH ~ SILT fElA7: + + r + r + + 9TRBCTN~Y67 + t + + ~ ff Y-YAA ~ ~ 57 ,,'8 * + + + ~ + + + + + APPADXIAh1TELV 20 Lf. SO INAT RENT ~ o IT HILL FLDM RT SEDI
+ t + r + + + +~r\ + + + r ~ i 28•~illNl + + r. - ;:'4.. ( / ` + + + + + + BASIN t '0'. MEN SIZE IS STABILIZED 'Q y i T + + 4 + 4 + + ~ + 4 + ~ N / + + IX1EID PIPE ib FE5 f 5E AND - 56 ,4 + r + + + + + + + + + + + CONSTRbCT RIP-RAP APRON.
+ + + + v r '',A + +~Y~ + c ; ' ~ 177 a • + a + s f ~3 - 1 /d b' f + + + + + i ~ + + + Q1 ~ ~ 1',~~~yyy~•pnJ. ~ + + + + f + + 4 4 ~ 4 ~ ~ V . ~ o + + + + + + + ~ ~ 1 M' 7
. + + a o
tt + + + 7 ,DIYERSILW 7I `7B ~ ~ +r~r}+++' , } 20' DRAT Et: l DMM Y_Y •f rt r + + + + + + r + ] N ~ OAAZ EASEIk7VT 4 + r + + + + r + IASTALL RIP-A~W OISSAPATQ4 G~ ~ ` ~ ~p + + + , + + + . + AFTER MAY G 2003 ~
lETiP'D4ARY STiEAN DIYERSI ; ALL DISSAPA ~ , 5EE SLEET C-3.2 FD9 OETA ~ DITd! / \ # r t + + ` + ' ' smnExT BASrNAEraVU. THE CONTRACTOR SHALL CONTACT 'NORTH. CAROLINA ONE CALL" AT B00-632-4949 'I' ~ ~ ~ + + + + + + + + + + SEE SY:fEDILE QN SNR. 3.! ~1 ~
. , , r + ~ CI / / BIIRIICE 10 - _ + r r.,+' w + t + . + \ ' _ / ~ wIY•n i~ Lac 9B. _ + .r ? r t i \ - , 'P ~ + + + + + + + + FUl ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 4B HDUaS ~ Q ~ + r + + + + + + + + TO ANY DIGGING. ~yI /Lr
/ / + ~ + SEOIIOR' /i' / - i. + + • + i r- / TDi ` + r + + + \ + + + t + r' # .*t ~-SiIA~C f 65 OL Y fA~i' ~ +±+±i+++++++++++++++ + / i ~ ~ 2.) EXISTING CONDITIONS AND UTILITY SHONN ARE BASED ON INFORMATION PAD Q a ENTRANCE MIDM !D' ASSOCIATES. Tlf CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR Q
' / i+++++++++++++++ + / I END MIDIF! 3' KENNETH CLOSE AND i ~ TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER Of ANY DESCREPANCIES. CONFLICTS + ' + ' + ' + I ~ INVOLVING PU31IC NATEA, SANITARY SERER Ald1 STORM DRAINAGE CONSTRUCTION SHALL ~ o
/ i _ , + t t + t - . ~ ~ / + ti + + + ~s F+- i s a + + { + r ? ~ ~ SILT fETA~`- ~ ' + + + + + + + + BE RESOLVED TO TtE SATISFACTION OF THE IONN OF FUOUAY-VARINA. '
x TOMV - fNi3~ - . Q + I 3.) ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE KITH THE TONN Of
/ SIRUCTUE 16b + + + t ? k\r r + + + + •r r + r r a + + + r +!l* + + + \ 508 ' ' ' + t + r*\ + + + ~ ! ~ ~ J:. / t + r ~i r + r,+ + + -r r + + s + ~ ~ ,gyp o ~ , + + OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS. . + + + + + + I 4.) THE DEVELOPER MUST REOLEST APRE-CONSTRUCTION MEETING FROM THE TOMN Of 0
IASTAU AIP~NP DISSAPAIOR + + + + r + ~ , ,..M - ~ AN7 LEVEL SPTEALER AF/ER + + + + + + t + - ` + + I FUOUAY-VARINA PRIOR TD BEGINMlING CONSTRUCTION OF ANY STREETS OA UTILITY
SEDIAENT BASIN REM7YAL, t r + + + + + t + , ~ ~ ~ r ? + k. + + + + + ~ + i ; llT • . + + + r\+ + + t r r` ~ UTILITY- ? + + + +,r - ~ / P3 SEE SCIEDG.f QY SHT. 3. t ' ROCK" DIM f` ~ " _ _ _ + ..r + t + + + + ~ + + + + I IMPROVEMENTS. THIS PRE CONSTRUCTION MEfTII~ SHALL BE FlELQ PRIOR TO ~ + + + + + + + + + + I CONSTRUCTI01~ KITH THE TOMN. THE OWNER SHALL CONTACT THE PLANNING DIRECTOR Q o
f 37 ';1'- Cr "fDPDRARY +..+-•w,.+++•t' INSTALL SILT fEMI~ ALA16 r + r + i\ + + + r ? fi + y ? + + + r r. -.5i- _ ~ DIYEASIDN ` - + 'r r + + + + ~ r r t r + t + + ? 6 ~ ~ + { + + + + + ~ + lIN1Y~f1A~UY-Y A + + + + ' + + + ' ' + + + TO SCHEDULE THIS Ca1IFEFIEI~E. a 0 + + + + f + + + + I + ' ' + ' + ' + ' + + ' 5.1 BOUNDARY AND TOP~RAPNIC INFORMATION PROVIDED BY KENId:TH CLOSE AND o m
DOMMILL SIDE Di SANITARY ' ~ ffJpgRARY CI ~ ~ ~ TL}I-` SEVER LINE + + + + r t t + + ? + ~ 10 +rr ~ ? ? ! ? + t,' + , r DRArA1At~ T ` .C~ ' ' _ + r++ +r +r+++ +rrr++++.+~+++r~+ DIVERSIDY ~ +++++++t ~ MAN DR' FDG!!AY MARINA - : ° . , + r r + + + t + ASSOCIATES. $
+ + + + + + ? + * + /+,r,n-+,y, ~ +v + ,f f DITCH ~ r t.+' + r t r + + + t + i 20 UTILITYEASFIEIYT + + + + +Zr + + + + \ + + +~'r t'+ , Q~FSIIE OUTFACE + + + + + ~ + + + + r + r ? ' + + ? +i r ? 1 ~ + + + + ? + + + + + + + + + + + + + + + + + I 6.) LAYOUT PROVIDED BY THE DESIGN RESPONSE. ' + ' + + ' ' ' + + 7.) ALL HATER LIRE SHALL BE INSTALLED IN STRICT ACCORDANCE KITH THE N. C. PLUMBING i ~ + CAPE FEAR RIVER I
+ + r r + + r + + ? r.t--r-t a 'Zy w + t'i r'+ + + t + t + + + + ~ -+`r + + + + + 4 + + + + + , + t + + + + r + + r + + 4 + + ? + + + +,i' + + 4 4~. + ? ~ ?r' - ..`,..w. _ +..--t"4 + + + + 4 + 4 + 4+r 4+t+t + + , , , + + + , , + , + RIPARIAN BU~FER. i CODE LATEST EDITION. NSTALLED IN STRICT ACCORDANCE WITH + + + + + + + + + + + + 5D EArrrsla~ 8.) 6 PVC SANITARY SEVER SERVICE SHALL BE I
r + + + + + + + +'f --Y4.i- ~ 4 +;i~? ? - ~ _ -F 4 + + r + r i + 4 + + + 4 t i CAPE fEAR AIYER AIPARIANBD°FER, r i++++ a ? t i ~ ~ ++_r't++t t r++ t ~ + + + + + + + + + + Fpgy I ThE N. C. PLUMBING CODE LATEST EDITION. + + r~ TaP aF aAMr I g,) THE CONTRACTOR SHALL KEEP Ald7 APPROVED EROSION CONTROL PLAN ON SITE AT ALL pggMj~
50' EACH SICE r + ~ + + + r + , + ti ~ + ti. ~ ~ / ~9. DI +,ti r + r t + + r t + + + r + + + + + + + + + 4 f 4 + + + ' 4 , 4 ? 1 - - ~ _ . 'f' + 4 + i + + + + + + 4 4 + 4 + + + 4 4 1 + + + * + + + + ~ + I TIMES NORK IS BEING PERFORMED. NORK SHALL BE PERFORMED PRIOR TO OBTAINING 4 + + + + 4 +
TFETOPOFBANK + r+++,, ~ r r+ 4+r• 4 \ c..+.+-s+ t t +++++++++r t+ r r r++ ~ t r?+`? r +,~i t++++ r+++ r i / ~ + + r + + r + + + + ' ? q, +l + ~ TAIL - DISSIPA TOT _ . _ `,ti , - + t- + t + + + t + + + + + + + + + I AN APPROVED EROSION CONTROL PLAN, + 50.1 TEMPORARY EROSION CONTROL MEASURES SHALL BE COODINATED KITH PERMAAENT
ETOgpR11~ORlk +r +++~+++rr+++++++ t++ j MD1rN DI ~ o'"" r t r + + + + + + + i + + t + + + 4 + + I EROSION CONTROL MEASUd<S AND ALL OTHER NORK ON THE PROJECT TO ENSUFE EC~IICAL,
__n_ LBO t + + + + + + + + ~ 3' i 16'' O~ - - _ r + + + t + r IASTALLSILTFEACEALDIIR ~ + t\+ t. .+.r.+.t. 1 ~ ~ 9EtJnFwTALS 'a''~ ^~1_~._ ~ ~ ,r +.t.+_t_+,r.+.+_+ .t _ I EFFECTIVE AND CONTINUOUS EROSION CONTROL THROUGHOUT THE CONSTRUCTION AND I POST CONSTRUCTION PERIOD AND TO MINIMIZE SILTATION OF ST1~'AMS LAKES RESERVOIRS,
~ ...n nn rn wrrn runn~xnu~um nnMnM OI Y]Gl/~[ AO /1711[0 DOlIDCOTV ~
3H:pI-~UA, V" T w~mau oaic ur y1na.Mr t + t f + + + SEMEN LIFE - _ r , r + + + r + + I. ARU Ull1Cll IIAICR IArUUIWJAClllO, L7nuWvU OunrAfol- vn vfn~n v"w-Fi
TASK OF FIA1'/A Y-YARINI r + + + ? + t + + w' +--i'1 + + A.- ~ - - - - - - - - - - - - - - - - - - - - - - GRAPHIC SCALE 1"=100' pgQXCj NUNMEA
AN Y-VARINA . . . . . . . . . - - - - - - - - - - - - - - ZD' UTILITY EASDEHT + + r + ? + t + + DIVERSION TOW v r + r + + + + 1EIB 39E~1 / ! 1FF31TE OUTFACE r + r ? + t YOP OI1LT{ 20' UTA 1 fASDENT 'j - AgRyA r+ r ± : ? + + + + + + + r + BUM ACE MATH M'
OWALL I EAS9ffW' r + + + + + , + + BE MM 3' + LBOW 112, =MINI
SEE OFFS17F AND PRICE TA)M INSTALL RIP-RIP 0735AP4TOT • . . . SfEETS C-16 THROWN C-18.0 30 AMD LEM SPREADER AFTER • • 0 100 200 300 t256-20021
FOR ER0S1 CONTROL ALOW aWMWTEtOUTTALL SEUD19VT BASIN RETDYAL. OUTFALL t SEE S043XLE ON WT. 3.1

w
o~~~
~+N\ H M M
BASIN DRAINAGE AREA DENUDED AREA VOLUME REQUIRED LENGTH WIDTH DEPTH VDl PROVIDED Q(10) IDED Q(10) WEIR LENGTH Sue I C uIN. PIPE FULL FL ~ ~ m
1.) OBTAIN LAND-DISTURBING PERMIT. SCHEDULE A PRECONSTRUCTION TOTAL (TOTII~ SLOPE 512E SIZE V FULL ~~m, LENGTN US DS US TOP EL ; ; ; (F > (FT) FROMI TO TOTAL ACRES INTENSITY RUNOFF Q (INLET) ( CFS ~ ~ IN. FPS INVERT FT. INVERT Ft. HOOD ~ ~ ~ C S ( ) ( ) ( ~ IN. ( ) CFS ( ( ( )
CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, DAVE PARNELL AT 856-7549. (ACRES) (ACRES) (CF) (FT) (FT) (FT) (CF) (CFS. (ACRES (IN.~HR.) COEF. ( ) ~ y c a
2.) INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT A 2.2 2.2 3960 45 23 4 4106 7,15 7,15 10 CI-4 q-3 0.11 0.11 7.22 0.45 0.36 0.36 0.005 5.7 15 3.8 5.02 27 316.14 376.00 381.50 ~ < °
FENCE, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE B 3,4 3,4 6120 56 28 4 6345 11,05 11,05 10 CI-3 q-2 0.11 0.22 7.22 0.45 0.36 0.11 0.042 5.0 15 10.8 14.27 193 375.90 367.80 381.50 n
APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE C 1,9 1.1 3420 42 4 3528 .1 DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY 21 61 6,11 10 q-2 FES-1 0.32 0.54 7.22 0.45 1.04 1.15 0.049 6.8 15 11.6 15.42 98 363.80 359.00 ~ > 373.30 a Q
AFTER CONSTRUCTION. D 2.4 2.4 4320 41 24 4 4479 7,80 7.80 10
E 3,3 3.3 5940 55 28 4 6159 10,72 10,72 10 ° ° ° CI-12 CI-t 1 0.23 0.23 7.22 0.45 0.15 0.75 0.005 7.7 15 3.6 4.83 25 363.92 363.80 369.42 ~ ~ g
3.) CALL DAVE PARNELL AT 856-7549 FOR ONSITE INSPECTION BY ENVIRONMENTAL F 9,4 5,0 16920 94 47 4 17543 30,5 30,54 29 CI-11A CI-11 0.32 0.32 7.22 0.45 1.04 1.04 0.043 5.7 15 10.9 14.41 48 365.87 363.80 311.37
ENGINEER TO OBTAIN CERTIFICATE OF COMPLIANCE. G 3,0 2.5 5400 53 26 4 5599 9,75 9.75 10 CI-i l CI-10 0.20 0.75 7.22 0.45 0.65 2.44 0.005 11.9 15 3.1 4.87 43 363.10 363.49 : " " " ° n e " " "
4.) BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. H 3.2 3,2 5760 55 27 4 5972 10,40 369.42 10.40 10 _ 4 4 7 15 4.3 5.74 28 363.39 363.20
CI 10 CI-9 0.80 1.55 7.22 0.45 2.60 5.0 0.007 1. 371,38 4,55 10
5. ROUGH GRADE SITE. I 1,4 _ 1.4 2520 36 18 4 2613 4,SS J 7,5 _ 1~5 13500 84 42 4 13997 24,3 CI-9 q-7 0.24 1.79 7.22 0.45 0.78 5.82 0.016 13.2 15 6.7 8.83 t 12 363.10 361.30 370.92 24.37 23
6.) INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND K 3,1 2,6 5580 54 27 4 5785 10,07 CI-7 CI-6 0.05 1.84 7.22 0.45 0.16 5.98 0.016 13.3 15 6.6 8.81 25 361.20 360.80 366.80 Jlyj 10.07 10 ~ p
GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES L 2,6 2.4 4680 49 .4 CI-6 FES-5 0.05 1.89 7.22 0.45 0.16 6.14 0.100 9.8 15 16.6 22.03 108 357.80 341.00 366.80 ~ ~j 8.45 10
AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. 25 4 4852 8 5 M 1,8 1,8 3240 41 20 4 3359 5.85 QO d 5.85 10 ~ ~ ~
7.) STABILIZE SITE AS AREA5 ARE BROUGHT UP TO FINISH GRADE WITH N 1,7 1,7 3060 40 20 4 3173 5,52 - - 0.48 7.22 0.45 1.56 1.56 0.034 7.0 15 9.7 12.90 35 .343.20 342.00 v ~ 5,52 10 CI 14 FES 13 0.48 341.50 W H
VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED D 3,8 3,8 6840 60 ~ S v~ 12,35 12 r
AREAS WITHIN FIFTEEN 15 DAYS OF COMPLETION OF ANY PHASE OF 30 4 7092 12,3 ( ) - - .15 7.22 0.45 0.49 0.49 0.005 6.5 15 3.6 4.83 25 354.90 354.78 b !g 12.02 11 CI 19 CI 18 0.15 0 359.65
CONSTRUCTION. P 3,7 3.1 6660 59 29 4 6905 .12,02 Q 3,5 3,5 6300 57 29 4 6532 11,31 0~' CI-18A CI-18 0.56 0.56 7.22 0.45 1.82 1.82 0.008 9.7 15 4.8 6.31 112 355.70 354.78 ~ 11,31 11 360.58
8.) WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED R 1,2 1,2 21
COMPLETELY CALL DAVE PARNELL AT 856-7549 FOR INSPECTION BY ENVIRONMENTAL ENGINEER. 60 33 1J 4 2239 3,90 3.90 10 CI-18 CI-17 0.14 0.85 7.22 0.45 0.45 2.16 0.005 12.4 15 3.8 4.99 39 354.68 354.48 359.65
IF SITE IS' APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, S 6.1 0,4 10,980 75 38 4 11,384 19.8. SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE T 0.7 0,5 1260 23 11 5 1306 2,27 19.82 19 CI-17 CI-16 0.62 1.47 7.22 0.45 2.01 4.78 0.007 14.4 15 4.3 5.69 27 354.38 354.20 360.81
AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS 2.27 10 CI-16 FES-15 0.15 1.62 7.22 0.45 0.49 5.26 0.020 12.2 15 7.4 9.85 105 354.10 352.00 360.81 tp N
VELOCITY DISSIPATORS SHOULD BE INSTALLED NOW. 01
NDTE~ ALL BASINS SHALL BE 'CUSTOM BASINS' 9.) WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE SEE DETAIL DN DETAIL SHEET - I- 0.68 0.68 7.22 0.45 2.21 2.21 0.005 11.4 15 3.7 4.93 40 376.36 316.16 CI 30 C 29 381.36 I~ I
INSPECTION BY THE ENVIRONMENTAL ENGINEER, DAVE PARNELL AT 856-7549. OBTAIN A CI-29 CI-28 0.29 0.91 7.22 0.45 0.94 3.15 0.016 10.5 15 6.7 8.86 26 376.06 315.64 381.56 O ~ (D ~
CERTIFICATE OF COMPLETION. CI-28 CI-21 0.11 1.08 7.22 0.45 0.36 3.51 0.045 9.0 15 11.2 14.80 10 375.54 372.38 381.14 ^ O N
CI-26 CI-27 0.17 0.17 7.22 0.45 0.55 0.55 0.005 6.1 15 3.8 5.02 27 372.52 372.38 377.88 O 01
- 0.03 4.09 0.024 10.7 15 8.2 10.81 101 372.28 369.82 ~ ~ O CI-27 CI 24A 0.01 1.26 7.22 045 377.88 c O C 01
ENVIRONMENTAL ENGINEERS OFFICE # CI-24A CI-24 0.50 1.76 7.22 0.45 1.62 5.72 0.030 11.6 15 9.2 12.16 128 369.12 365.82 374,82 ~ O O ~
BYRON BRADY 856-6195 CI-24 CI-23 0.30 2.06 7.22 0.45 0.97 6.69 0.014 14.3 15 6.2 8.17 40 365.12 365.17 370.82 O k
MARIA COX 856-7558 KALE LEMASTER 856-6198 O a L ~b CI-23 CI-22 0.55 2.61 7.22 0.45 1.79 8.48 0.009 17.0 18 5.6 10.63 25 365.07 364.85 370.17 O O ~
DAVE PARNELL 856-7549 STRUCTURE 0 (10) PIPE ~ VELOCITY RIP RAP D (50) SIZE - 11.14 5 364.75 364.18 ~ V
LEE SQUIRES 856-6199 CI-22 CI 21 0.23 2.84 7.22 0.45 0.15 9.23 0.010 11.2 18 5 8 9 370.29 O C t] c t 01
JAKE TAYLOR 856-7548 # (CFS) (IN) (FPS) TYPE (IN) L (FT) X W (FT) X T (IN) X T (IN) CI-21 FES-20 0.17 3.01 7.22 0.45 0.55 9.78 0.010 17.5 18 6.0 11.40 87 364.08 363.20 368,68 ti L~ 01
1 1.75 15 16.6 CLASS 1 13" 10' X 4' X 24" 24° c o>I o I
5 6.14 15 16.6 CLASS 1 13" 10' X 4' X 24" 24" CI-33E CI-330 0.17 0.17 7.22 0.45 0.55 0.55 0.005 6.8 15 3.7 4.93 27 382.39 382.26 387.89 N2 Q
13 1.56 15 9.1 CLASS B 6" 8' X 4' X 18" „ rn ~ O 8 CI-330 CI-33C 1.03 1.20 7.22 0.45 3.35 3.90 0.005 14.1 15 3.7 4.93 39 382.16 381.96 387.89 O ~ a0
15 5.26 15 1.4 CLASS B 6" 8' X 4' X 18" O O.C 8,. CI-33C CI-336 0.13 1.33 7.22 0.45 0.42 4.32 0.005 14.1 15 3.7 4.93 27 381.86 381.13 388.56 O~
20 9.78 16 6.0 CLASS B 6" 9' X 5' X 18" - - 3.9 5.23 40 381.63 381.40 ',y O CI 336 CI33A 0.09 1.42 7.22 0.45 0.29 4.61 0.006 14.1 15 388.56 ~
CONTACT WAKE COUNTY ENVIRONMENTAL SERVICES (DAVE PARNELL - 31 8.93 18 5.3 CLASS B 6" 9' X 5' X 18" 8 a~ ~ CI-33A CI-32A 0.01 1.43 7.22 0.45 0.03 4.65 0.033 10.6 15 9.5 12.65 132 381.30 376.95 386.08 ~ `r
856-7549} TO DISCUSS CROSSING SEQUENCE PRIOR TO CONSTRUCTION. „ 8 ~ CI-32A CI-31 B 0.50 1.93 7.22 0.45 1.62 6.27 0.010 14.8 15 5.3 7.05 44 376.85 376.40 381.95 ~ O
34 2.70 15 3.7 CLASS B 6 B X 4 X 18 8 ~ CI-31A CI-318 0.30 0.30 7.22 0.45 0.91 0.97 0.010 7.4 15 5.3 6.97 9 376.49 316.40 381.50 p
INSTALL TEMPORARY STREAM DIVERSION. CHANNEL SHALL MATCH EXISTING 39 3.57 15 3.7 CLASS B 6" 8' X 4' X 18" 6 - .19 14. 15 1.2 9.48 27 376.30 375.80 CI 31 B CI-32 0.30 2.53 7.22 0.45 0.91 8.22 0 0 6 381.49 a
STREAM GEOMETRY. LINE CHANNEL WITH NORTH AMERICAN GREEN C350 (OR APPROVED EQUAL) TEMPORARY LINER. SEED CHANNEL. INSTALL ROCK CHECK 42 2.89 15 6.3 CLASS B 6" B' X 4' X 18" 8 CI-32 FES-31 0.22 2.75 7.22 0.45 0.71 8.93 0.008 17.6 18 5.3 10.16 117 375.70 374.76 1,49
DAMS AS SHOWN ON PLAN. 48 8.61 18 10.4 CLASS B 6" 9' X 5' X 18" 38 8
INSTALL CULVERTS, FILLING ONLY AS NECESSARY TO INSTALL CULVERTS. 54 1.17 ~ 15 3.7 CLASS B 6" 8' X 4' X 18" INSTALL ENERGY DISSIPATOR AS SPECIFIED ON THE PLAN. ~ ~ " 8" CI-38 CI-37 0.04 0.04 7.22 0.45 0.13 0.13 0.005 3.9 15 3.7 4.93 25 382.42 382.30 386.92
56 7.02 18 4.3 CLASS B 6 9 X 5 X 18 9 CI-37 CI-36 0.02 0.06 7.22 0.45 0.06 0.19 .0.005 4.6 15 3.7 4.93 40 382.20 382.00 386.92
62 5.04 " ONCE CULVERTS ARE INSTALLED AND FUNCTIONAL, REMOVE TEMPORARY STREAM 15 1.2 CLASS B 13 8 X 4 X 18 8 " CI-36 CI-35 0.60 0.66 7.22 0.45 1.95 2.14 0.005 t 1.3 15 3.7 4.93 27 381.90 381.16 387.13
DIVERSION AND SEED ANY BARE AREAS. 68 6.40 18 4.0 CLASS B 6" X 5' X 18" 9 8 " CI-35 TES-34 0.17 0.83 1.22 0.45 0.55 2.70 0.005 12.3 15 3.1 4.93 108 381.66 381.12 387.05
INSTALL SILT FENCE ALONG FUTURE TOE OF SLOPE AS SHOWN ON THE PLAN. 71 6.11 15 i4.6 CLASS B 6" 8' X 4' X 1B" B"
64 45.5 36 20.4 CLASS 2 23 30 X 9' X 36" 6" q-41 CI-40 0.90 0.90 7.22 0.45 2.92 2.92 0.005 12.6 15 3.7 4.97 59 374.61 314.31 379.23
COMPLETE FILLING OVER CULVERTS. MAINTAIN EROSION CONTROL DEVICES AS
NECESSARY. 66 575.1 (3) 48" 23.8 CLASS 2 23 40 X 25' X 36" 36 " q-40 FES-39 0.20 1.10 1.22 0.45 0.65 3.57 0.005 13.7 15 3.7 4.93 107 374.21 373.68 377.31
100 18.45 30 5.9 CLASS B 6" i5' X 9' X i8" i8"
' J AIP RAP SHALL BE CONSTRUCTED OVER FI T L ER FABRIC MIRAFI 500X OA APPROVED EQUAL q-47 q-46 0.15 0.15 7.22 0.45 0.48 0.49 0.005 6.5 15 3.7 4.93 21 360.73 360.60 365.23
q-46 q-45 0.14 0,~9 7.22 0.45 0.45 0.94 0.129 4.5 15 18.9 25.06 39 360.50 355.45 365.23 e o ~ a
CI-45 CI-44 0.01 0.30 7.22 0.45 ~ 0.03 0.97 0.030 6.0 15 9.0 11.99 99 355.35 352.42 360.95 ~ ~
- - 0.80 1.22 0.45 1.62 2.60 0.019 9.5 15 12 9.51 35 352.32 351.66 N r: I ~ CI 44 CI 43 050 357.92 J ~ I
q-43 FES-42 0.09 0.89 7.22 0.45 0.29 2.89 0.014 103 15 6.3 8.37 108 351.56 350.00 357.16 " w ~ ~°1 $a
Q~~o o ~ ~ t~pp~ 8 O VII GI ZO
DESIGN FLOW ENTRANCE WIDTH DEPTH END WIDTH LENGTH OUTLET # CI-52 CI-51 0.20 0.20 1.22 0.45 0.65 0.65 0.005 7.2 15 3.1 4.93 25 344.09 343.97 349.59 ~ ~ ~ ~ a ~ ~
(Q10 CFS) (FT) (FT) (FT) (FT) CI-51 CI-50 0.60 0.80 1.22 0.45 1.95 2.60 0.005 12.1 15 3.1 4.93 44 343.67 343.65 349.59 w "
CI-508 CI-50A 0.55 0.55 7.22 0.45 1.79 1.79 0.010 9.3 15 5.3 6.97 9 349.69 349.60 354,89 ~ ~ 3 ~ o ~ g ~ g i
~~0 0.5 3 80 , , CI-50A CI-50 0.55 1.10 7.22 0.45 1.19 3.57 0.034 9.5 15 9.8 12.93 110 349.50 343.65 354,29 0
2,89 10 0,5 3 38 n CI-50 CI-49 0.40 2.30 7.22 0.45 1.30 7.47 0.005 17.8 18 4.4 8.31 27 343.55 343.40 349,24 a
6,61 10 0,5 3 112
CI-49 FES-48 0.35 2.65 7.22 0.45 1.14 8.61 0.031 13.5 1 S 10.4 19.91 107 343.30 340.00 349,2Y 'w 'M VI] ~ u
1,17 10 0,5 3 16
' tw 10 0,5 3 92 CI-55 FES-54 0.36 0.36 7.22 0.45 1.17 1.17 0.005 9.0 15 3.7 4.93 20 336.70 336.60 340,20 °
~~~.5.04 10 0,5 3 66 ~ ~ ~
0 ° CI-60 CI-59 0.17 0.11 7.22 0.45 0.55 0.55 0.008 6.2 15 4.7 6.23 25 366.00 365.80 370.45
611 10 0,5 3 80 W CI-59A CI-59 0.40 0.40 1.22 0.45 1.30 1.30 0.011 8.1 15 5.5 7.34 9 365.90 365.80 370.85
~ ~ ~ ~,;.~;10 0,5 3 23 Z a CI-59 CI-58 0.40 0.97 7.22 0.45 1.30 3.15 0.001 12.1 15 4.5 5.96 41 365.70 365.40 370.45 Q 8 U
17-58A CI-58 0.70 0.70 7.22 0.45 2.27 2.27 0.005 11.5 15 3.8 4.98 98 365.90 365.40 368.00 2 H
SEE DETAIL SHEET FDR LEVEL SPREADER DETAIL q-56 q-57 0.23 1.90 7.22 0.45 0.75 6.17 0.007 15.6 18 5.1 9.16 27 365.30 365.10 369.16 J J o
O q-57 FES-56 0.26 2.16 7.22 0.45 0.84 7.02 0.005 17.4 18 4.3 8.22 73 365.00 364.50 369.16 ~ 0
Q V
N q-72 CI-73 0.14 0.14 1.22 0.45 0.45 0.45 0.032 4.4 15 9.5 12.55 37 341.04 339.84 346.54
q-73 CI-14 0.80 0.94 7.22 0.45 2.60 3.05 0.043 8.6 15 11.0 14.53 103 339.74 335.26 345.34 ~ Y 0 0
q-74 CI-63 0.50 1.44 7.22 0.45 1.62 4.68 0.035 10.5 15 9.8 12.95 103 335.16 331.60 340.16 O V
- 31.50 330.00 2 r q 63 FES-62 0.11 1.55 1.22 0.45 0.36 5.04 0.019 12.1 15 7.2 9.54 BO 3 336,50
Z Q%
oy CI-708 CI-10A 0.94 0.94 1.22 0.45 3.05 3.05 0.008 11.8 15 4.7 6.24 66 385.50 384.97 390.66 2 ~ ~ H
CI-70A q-70 0.40 1.34 7.22 0.45 1.30 4.35 0.008 13.5 15 4.6 6.14 9 384.87 384.80 389,47 Q Q
Q o ° q-70 q-69 0.40 1.14 7.22 0.45 1.30 5.65 0.009 14.5 15 5.1 6.70 27 384.70 384.45 389,31 , ~
° CI-69 FES-68 0.23 1.97 7.22 0.45 0.75 6.40 0.005 17.3 18 4.0 7.67 120 384.35 383.80 389,38 I M ~ W ~
a
o CI-15A CI-758 1.12 1.12 7.22 0.45 3.64 3.64 0.050 8.9 15 11.7 15.54 130 338.76 332.29 344.26 D
Z - 10.85 111 332.19 329.50 O q 758 CI-75 0.32 1.44 1.22 0.45 1.04 4.68 0.024 11.2 15 8 2 331.79 Q
°
CI-16 CI-75 0.34 1.18 1.22 0.45 1.10 5.18 0.011 14.2 15 5.4 7.22 27 329.19 329.50 335.29 ° W
CI-75 FES-77 0.10 1.88 1.22 0.45 0.32 6.11 0.071 10.0 15 14.6 19.37 44 329.40 326.00 335.29 N

EW-67 EW-66 BARREL ~ 1 0.005 (1) 72 92 31720 316.74 ` ~
EW-67 EW-66 BARREL ~ 2 ~ 3 0.005 (2) 60 92 320.46 320.00 0
FES-65 FES-64 0.039 36 17 346.00 343.00 I
0
CI-106 CI-104 0.90 0.90 1.22 .0.40 2.60 2.60 0.026 8.9 18 8.4 11.19 190 392.18 387.28 397.68
CI-105 CI-104 0.90 0.90 7.22 0.60 3.90 3.90 0.038 9.7 15 10.2 13.51 49 389.14 387.28 394.64
- - 0.20 0.20 7.22 0.45 0.65 0.65 0.005 1.2 18 4.3 8.16 21 387.76 387.62 391.90 ~wl~ q loa q l07
CI-107 CI-104 0.70 0.90 7.22 0.45 2.27 2.92 0.005 12.6 18 4.2 8.10 41 387.52 387.28 391.90 $~T
CI-104 CI-102 0.90 3.60 722 0.40 2.60 9.42 0.022 14.9 18 8.9 16.92 382 387.18 378.67 392.78
rl-1o3 cl-1o2 0.50 0.50 7.22 0.60 2.17 2.17 0.028 8.2 15 8.8 11.61 49 380.03 378.67 385.53 _
. . .
CI-102 CI-101 0.17 4.27 7.22 0.60 0.74 12.32 0.009 19.5 24 6.8 22.95 93 378.51 377.75 383.67
CI-109 CI-110 1.60 1.60 7.22 0.45 5.20 5.20 0.005 15.8 18 4.1 7.87 27 378.21 378.08 383.72 PRMECT NUMER
CI-110 CI-101 0.22 1.82 7.22 0.45 0.71 5.91 0.005 16.5 18 4.2 8.02 46 377.98 377.75 382.90
CI-101 FES-100 0.05 6.14 7.22 0.60 0.22 18.45 0.009 22.9 24 6.6 22.57 252 377.65 375.50 381.46
t 256-2002 1

6.40 D
Level Spreader (not to scale)
r rAx CAP TOP OF PIPE 6" PVC Definition Anon-aosive outlet for cancenuated mno(F constrocted to disperse flow
vnenlE As aIECIFD aY aE alaml OR 8' PPC RISER WRH SLOTS 5' MIN uniformly moss a slope. R~ y,ud.~1J~..
~Ow TOP OF BERM 1'-8' FREEBOARD MIN Vegetaied 4..~,~.?• "p,l~`•~N~•~"':".Transition ro
ut +z-+/z cr. TOP ELEVATION OF STORM WATER utEnuoAtE Ur Se To convert concentrated flow to sheet flow and release it uniformly over a sta- diverSiOn r~`~~ yr N" ~*~•"":"•~r^ ~ too rode ~ bUrzed area. • µ ; 4. ; ~ ,a.,, `•~v , w°,
awa 1' FLOOD STORAGE ZONE `:1 y 1~ 0 A H F i14'"y„fir"},.Ab,•~ i` vti, ~ L •F,,..
TARP e?~ m ti, Conditions Where Whensediment-free scam runoff can be released in sheet flaw down a stabs- / •r a;.+"I' i~~ 1,..~~•.I ;;r~ " y' ~ ,x~~'~
3' SEDIMENT STORAGE ZONE EMBED 18" WADE . . r cticeA Iles bzedslopewrd,autrausingsosion. r ,,.~~;i, ~'."~~i'+' ~w•' v>,w ,r4"" ~ H ~b ~ J ~ J ~ Stabilized
i.5' .MA% SEDIMENT DEPTH ' • 4 PVC NO SLOTS Wbere a level lip can be wnstructed without filling. I~•~,, ,4, ~ , wl. ~ y v J~ ~ Slope ~ M Stable ~ ~ ~ a, ~ 1 M Ya Y v,.. t~ ~ dl ';y v.. ~ ~
Where the area below the spreader lip is uniform with Ure slope of 1096 or less und'IStufbed k ~I. n"' l t' d " A" a~• ~ ' (
SEE NOTE j1 ble forantici ed flow conditions ferabl well•ve elated. outlet ~i- I. 4" f li~ u.. w~. ~ >w• °I"' and is sta pat ~ pre Y B 1 1 tii~r 1• N~ ~ ,VI~.1' G~ ~.1 4Y /.~•1,~.~.' g M N nr f ~ In r~ ~ n1 M M II ~1 Ir-
j5 WASHED STONE FlLTER FRONT VIEW TO TOP °F ~0~ TARP EXTENDS TO TOE When Ure nnoff watswillrat n-concentrate after release. ~I' t,l aN,. t4. , lr, d`' d~ i". ~ ~ ~ \
SECTION THRU BASIN AND F1LTER of BACK SLOPE Wherelherewillbenotraft-rcoverthe ~I~ ,J,,.,J,,.. n~~ t"~ ni.~' '"n. t~~d
alts roar ~ ,A,• It" ~If .If ~ rv, of ~II •u I..
aa:d wIE rAwC sr FOMf ao[X+eE rAawc ~ , ~u~ W.. III Nu. Plan n in The kvelspreader is arelatively bw-cost structure to release small volumes of 1'~ ~ j 9 0
sole Considerations COnCe"tratedflowwhensiteconditionsaresuirable(Figute6.40a).TheouUi area must be unifomt and well-vegetated with slopes of l0% a less. Particular Flgun 8.48e Leval spreader is designed ro disperse sma8 volumes of oorwentrarsd lbw across stable sopes. OV
-us ai roKt oar airx WAauuE ARA b ~ ~ ataPE SEDIMENi p~. ~ ~,A"D " H ~ ~ fpl AEPM ei ti TOP OF DAM PR F9rF FALUKS, IRE care must be taken tornnstnrct the outlet lip completely level in astable, undis- Q ry J Q.
-0O W 8LT FDrE NikDO ID E ReeED U.~al. Ns. a7 al91Fa a1a+E WNI FW Mlppe aMal 9ai Curbed soil. Any depressions in the Gp will concentrate the flaw, resulting in V ~ t On sosion. Evaluate the omUet system to be sun Drat flow does not concentrate Crude-The grade of the last 20 feet of the diversion channel should provide ~
Fe]KE q RIOlaC111C cAta wx. 18' ~ T'-B' below the outlet (Figure 6.406). The level spreader is most often used as snout- a smooth transition from channel grade to level at dre spreader. The grade of the S ~ let for temporary i permanent divisions and diversion dikes. Runoff water spreader should be 096. Yb
R containing high sediment loads must be treated in a sediment trapping device Q~
REVISIONS >r wrJtW aWt b TARP PR0IECIION DITCH AND BURY BAFFLE (TYP) 3' DATE PnON eASC+m sr nlatml ~ lr WEDt TARP EDGE (12' MIN.) ~ g~.,,~ before please in a level spreader Spreader lip~onstnxt Uk level fip on undisturbed soil to uniform height and zso grade ova the length of Ure spreader. Protest it with an iosion-resistant
~ p-"nM
SIDE VIEW LENGTH ~ ~ Desi n Criteria Ca acit -Determine the capacity of the spreads by estimating peak flow material, such as fiberglass matting, to prevent erosion and allow vegetmimn to 9 P J 6ecomeestablished. from Uk 10-yr storm. Restrict the drainage area so that maximum flows into the
SECTION THRU BERM AND FlLTER ~qp a PYC w/stars spreads will not exceed 30 cfs. Oatlel area-The outlet disposal area must be gecemlly smooth and
STANDARD TEMPORARY SILT FENCE ~ PERSPECTIVE VIEW NOTES: S reader dimensioms-When watt ends Ute spreader from one end, as from well-vegetated with a maximum slope of 1096. t(~ P N
1. DRAWDOWN RISER SHALL BE 6' SCH ~0 PVC WITH CLEAN 41T CAP AND a diversion, select the appropriate lengUb width, and depth of the spreads from Vegetate all disturbed anal. ~ Table 6.40a.
SLOTS. SLOTS SHALL BE PLACED V8' VIDE, 1' W CENTER RADIAL AROUND PD'E VERTICAL SAW CUTS LQIG. I
! aM tax cowrwtm S THE TARP USED TD PROTECT THE WEIR SHALL BE Tlf V1DTH SPECIFIER Construct a 20-fl transition section in the diversion channel so the width of the Construction 1. The matting should be a minimum of 4 ft wide extending 6 inches over Ure O Q diversion will smoothly meet the width of the spreads to ensure uniform S eCIfICatIOnS ~ ~ buried 6 inches deep it a vertical trench on Ure lower edge. The upper
THE LENGTH OF TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF ~ ML~TIPLE TARPS ARE USED THAI TARPS SHALL BE OVERLAPPED AT LEAST outflow. p edge sbonW bun against smoothly cut sod and be searely held in place wiUr closely spaced heavy duty wire staples al least 12 inches long. RI
~ 12'. TIE UPSTREAM 12'TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL Table 6.40a ~ ~
STEEP CUT OR fill SLOPE - BE 50 MIL IffAVY DUTY SRVER TARPAULINS Fdt UV, RESISTANCE Minimum Dlmenslons for Design Flow Entrance Width Depth End Width length 2. Ensue Utat the spreadu lip is level for uniform spreading of storm runotT. '~'J ~ ~ !s Level Spreader e~ ---minimum dlmanabn In teat- ~
~ C 0.10 10 0.5 3 1 D 3. Construct the level spreads on undisturbed soil (mot on fill). ~ ~ ~ H
2.T SLOPE (MAx) CUSTOM BASIN 10.20 16 0.6 3 20 ~ ~ ~ 20.30 24 0.7 3 30 4. Constnrct a 20-fl transition section from UM; division channel to blend ~ ~ k "
- arAeeas a+enW saa smoothly to the width and depth ~ tbe spreader. ~ ~ L ~ W ~O~
Aaa alaaW oanea CROSS SECTION ~ almNa sErreA: C U
SEEDING SCHEDULE SEEDBED PREPARATION O C O V t 01
Shoulders, Side Ditches, Slopes (Mox 3:1) 1.} CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES L~~
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. Cross Section C ~ 01 O I
DAZE TYPE PlAN11NG RATE 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. UPSLOPE TOE POSITIVE GRADE i.OX MAx. i •r, N 2 Q
~ 3.) REMOVE ALL LOSE ROCK, ROOTS, ANO OTHER OBSTRUCTIONS N Auq 15 -Nov 1 Tdl Fescue 300 Ibe/acro LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. Material Variable N ~ ~ stapled in O • ~
SIDE SLOPES ~ Nov 1 -Mar 1 TaM Fescue ~ Abruzzi Rye 30D Ibe/ocro 4,) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE lace ~ ~ •C p ~ 6°_ ~
2 : t (MAX.) UNIFORMLY AND MIX WITH SOIL (SEE BELOW+). \ ~ ? \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Mot 1 -Apr 15 Toll Fescue 300 Iba/acro _ min I •M ti
~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ~ Apr 15 -Jun 30 Hulled Common Bermudogroa 25 Mx+/acro 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM _ r-~ 11 - II~= O f n_t t = - s!_JIII ~I~=11 Ib _ . II ~ Level lip _ -1111-: ~ I _ IIII_II
~ ~ ~ \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Jul 1 - Auq 15 Td1 Feacw and t25 Iba/acre REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. SEEP. of s reader ~IIII-~I11=IIII1= t~l~= -III f0 p _ - 1-II1I -{III -lll_ o~ o,
~BroarHop MDkI 35 roa/acro 6. SEED ON A FRESHLY PREPARED SEEDBED AND STEEP CUT OR FlLL SLOPE or Sorghum Sudan Hybrids 30 Iba/acro ) COVER _IfII~III~IIIhII II_ = c III II I _ l~
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPl~K AFTER SEEDING. REHSIONs >EEDING. Buried _ III ~II~II II ~ 6 min t
oa oESCRIPnoN Slopes (3:1 to 2:1) 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. 4
PLAN VIEW Mot 1 -Jun 1 Serieea Leepedezo (aear8ied) 50 Ibe/ocro Flgun 8.40b Detail of level spreader aoss section.
~ 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREpAIRg OR ~R
DIVERSION DITCH 9 (Mot 1 -Apr 15) Add Tdl Fescue 120 Ibe/acro RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF S. Dispsse nuwtf from Ure spreads across a propsly stabilized slope rrot to IG exceed 1096. Make sun the sk>pe is suffiaently smooth to keep flowfrom con-
(Mort -Jun 30) Or Add Weeping Lovegroo iO Ibe/ocro STAND SHOULD BE OVER 60R DAMAGED, REESTABLISH FOLLOWING (Mar t -Jun 3D} ar Add HuINd Common Bermudagroaa 25 Ibe/ocro ORIGINAL LIME, FERTILIZER AND SEEDING RATES. centrating.
Jun t - Sep i Nall Fescue and 120 Ibe/acro 6. Immediately efts its cansonrction, appropriately sad and mulch the entire
MXyI ~ ~ I~/~ 9.) CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE TREATMENT ~ Mnl NDTE~ AND FERTILIZAl10N AFTER PERMANENT COVER IS ESTABLISHED. 1TMENT disturbed area of the spreader
BUT SUFFlCIENT To KEEP i. PuT SM.T FENCE OR TREE PROTECnoN FQICE uP ~e+m-sudon Hybida 30 Iba/oae SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. Sp 1 -Mar 1 Seriaa leapedezo (unhdled-uneoarifiad) 70 la/sae Maintenance Inspect level spreaders afax every raioGd mW s publidtcd, std
::r.;:•::.~~~r;;, ~;:;i" 2. IF CONSTRUCTION ON THE SITES ARE SUCH iNAT and TaR Foam 120 ba/aas • APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ a~ promptly make nailed repair, Ada dte m has 6aa ache poi.
'•rr ~;,,•'.'.+`a:.~.. <r~:aT%,~ rt;,',~.a;r. THE YIA d NOT PfYOVED BY iFE VF}ICSE Wd1VE1- ~ i - Yor t) And AEna:i Rye 2S D~/sae ACRE IN CLAY SOILS) 000 lbs. ACRE -10-10-10 `~:_3. STONE m ~ useD ~ 2S, ~ wrotH ~ MN; OYFR T!E sTaNE, rIE11 THE WRES OF iME FERTILIZER - 1, odic iospations and leap vedewiotr in a haldry, rigaars carditioe.
~ 1ElIClEi MIST E WIISED !F>DI[ EM~Ii lE EX~IMIG ~:i . s PUAlC ~ References SurfaceSra(Nfizarroa
RaNDwAY ' stalE ~ RAItAOAO s1~L SUPERPHOSPHATE- 500 Ibs /ACRE -2O;L ANALYSIS . •y~., . MULCH -2 TONS /ACRE -SMALL GRARa STRAW ~a -~;;,n ~TOt a IF A PIIO~CT d1NW1Rl[It A IelAl MID A10 D9RM>; 6.10, Temporary Seeding
v°r.;aee;:'??'~1+~~ r;,«~;, ON TD W[ puluC ROAD, T1# gD1R1MNC AUTHORITY ~ anvilanwllsl tar ANCHOR -ASPHALT EMULSION 0 300 GALS./ ACRE ::a.+c:..,ht~rC`~,a~w•) .'•~:w; adallaNr Ylfonrlatlan ODOD~p~d11M aA>trlladvo kr veaepotlon al • <,+:.::!r''~`.W.~: a:a:..-e;;.... WILL CLEAN THE AREA AND nlvold: THE fD1ANdALLY Uaadd saw. llr eYoee rgaiMba nalo wa tlaae 1ahTa i do w1 under 6.11, Plrmarraa 5adiag N
. t ~ RESPONSIBLE PERSON AS MDK:ATFD ON 1HE FINANCIAL I~ aalaNla~ rIM assay wM aeniYKlNw as pawbla. RESPONSM3IUTY FORM. ~ ~ e Rasrd~CaandNeawra n N rn Si
aaa~~~ n~o! a1o~ hnpaa7 aovw to ~ ~1T a Mghl . 6.~,TeatporaY Dnasoa ~ r ~ t121•PFaenaatDivmioro ty N
PLAN maa'rlq, ouleiaisa loan may a alloded out r ~ r ti rn N I m
~ War y°+ ~rn i2m O ~Sm >0
~~°o m 8rD
rWyo ti W~ v~ MiOtI7 ti ~
35 LpN. iS' NEW CONSTRUCTION EXISTMG ROADWAY REAR SWALE IF APPIJCABLE _ _ ~ ^ ~ ~ ~ v ~ v
tLY~ ti Y ~~i~ O ~ ~2 i
12' MIN. - - - - TOP ELEVAnON OF STORMWATER - - - Q5'-1' 6' NMI. • a • .:.a.. ~ WASHED
lMAX, ~ STONE Ii
DESIGN OF SPILLWAYS ~ ABRK: UNDER STONE EKISIING SLOPE - PAD UMI1S i PAD LIMITS
oRARIAGE AREA wEMt LENCTHi i PAD uM~TS I I I
~"~0N CROSS SECTION (A~) 40 ~ I A Pnal VAPoES I I I
,2i ao I I I ° a
s iio I I I ` Q q
1 Oe1ENS10NS SHOWN ARE MMNMUM SIDE VIEW CONSTRUCTION ENTRANCE 7 I I I ° 1.OX MINIMUM I I 1.Ox MINIMUM 1.OX MINIMUM I I 1~.-OBE INIMUM
EXISTING SLOPES I I SLOPE SLOPE SLOPE ~ o°
1.OX MINIMUM I I SLOPE I I •M t.OR MINIMUM I ( ~ Q
yuM~ SLOPE SLOPE I I 2 J ~
NOTE I I I I I I ~ c I I J
. HEIGHT 3 WIDTH DETFRMNED BY I I STANDARD NETAI POSTS 2'-0' IN GROUND 0.5-1' E%IS11NG TOPOfiRAPHY AND O ~ L _ PAD UMITS _ J L _ PAD UMITS _ J ~ ~
•.•i"" SEDMIENT STORAGE REdRRED. L- _ PAD LIMITS _ ,J Q U
GALVNiZED d `•:..:~.+.:,;;t;. KEYED RIP RAP KEY RIP RAP M70 THE DAM .Y~;: HARDWARD WIRE ~ 1 , ~ FOR STABNJU1101L
EXTEND6 TO TOP OF BOX
}5 WASHED STONE R/W LINE R/WI ~ U R/W LINE - R/W UNE R/W UNE - R/W LINE R/W UNE - Q ~
FRONT vlEw O 2 N
v C • _ u
ROAD SLOPE ROAD SLOPE 'Q v, °o
ROAD SLOPE 2 DOWN HILL DOWN HILL H ry
_ DOYM HILL Q e
. CHECK DAM a ~ W
- ~ o I
~ e ~ 0 a
o _ o
1 ~ d ° s ~ I
~ S7 WASHED STONE PLACED TO A
FIFJGHT OF 12'-18' MM. ABOVE TOP OF BOX ~ ~ ~ V 'o
REVISIONS g DATE OESCRIPnON ~ ~ ~ - a
~ \
. ~ ~
Y R T PROTECTION 14 STANDARD CATCH BASIN A D INLE Q \ _ ~
~ ~ • 0' •i~ii::iiii": Q ....r};:;:::si^i 3 :•;:;i~i;..t~i'rrriii'
• ~ s~oF ~ ~ I ~ S'Of ~ 3 / / SJOE
~ S(qo f ~Q°F ~ ~ ~ ~
~w I \ ~ s??~
~ ~ DAAMING
slur
S
LOT TYPE A LOT TYPE "B" LOT TYPE 'C' pR&ECT NIUq4IBEq
LOT GRAOING TYPE 'A' DRAINAGE BOTH TO STREET & REAR LOT LNE LOT mAoew rn[ 'c wr anrnMO rme •r ALL JNE JED FROM MIDDLE LOT TYPE "B" ALL DRAINAGE
a »
LOT TYPE A - LOT DRAINED FROM TO FRONT DRAINED LOT LOT TYPE "C" -FRONT TO REAR DRAINED LOT t4uv"2002

/ + + / 77
' / + /
~p ~t + i + + ~ + + ~

~ + + + + , 39
i ~ + ~ + + + + +
' ~ I CT f 4 ~ + ~ ` LOT LL + + + + + + + + + + + + + + + + + + + + + + + + + + y~
hETLA ( . J = 0.07 Ac. 1 i 23 ' 80 35 36 37 , ` + + + + + + + + + + + C + + 4 + i + + + + + + + m + + + + + 4 4 + 4 + +
1 ~
~ ~ ~ 2I 4 + + 4 + + + + 4 + 4 4 } O
IMPACT f 5 ~ 25 AOADNAY CROSSING - - + + + m
hETLAM IMPACT (PERM.) = 0.07 Ac. + +y
METLAAD FACT (TEMP.) = 0.01 Ac. ~ . STREAM (PER~?1 = f30 LF ~ - - 26
STREAM (TEMP.) = 85 LF ~ -
' 27 ~ $~a~n•nmr.mmM~
~ ~
~ ~ 32 3i ~ IMPACT f 6 ~
SANITARY SEMEA INSTALLATION ~ IMPACT f 3 NETLAMD (TEMP.) = 0.04 Ac. SANITARY SEME INSTALLAT ON ~
METLAND (TEMP J = 0.0f A . ~ ~ STREAM (TEMP. = 27 LF ~ FUTURE SANITARY SEVER INSTALLED BY OTHERS. NOT A PART OF THIS PRO~CT
' .
1 • • . f / /
SEESHEET WL-1.0 FOR ONSITE 1 1 , MPACTS
. 1
1 PROPOSED 30' TONN -
F000AY-VARINA UTILITY - EASEMENT OFFSITE OUTFACE
N
1 1 01
O ~1'
1 1 t0 ~
1 / ~ EX. 30' SANITARY SERER A!~ HERITAGE TRAIL GREENNAY N
. 1 / / EASEMENT BM 2000, PG 938 / / OFFSITE OUTFACE ~ o~
G ~C01
q~ O~ ~
ry ~k
~ ~L ~ ~
• IMPACT f f0 C .,y
SANITARY SEVER INSTALLATION STREAM (TEMP.) = 40 LF ~ C ~ ~ •M'C C1
I ~ L~~
I ~ C ~L~ d1 O I
~ I "y N 2 Q ~ ^ ~
~ ~ . a0
O t ' ~o~
EX. 30' SANITARY SEVER AAO 30 W
i~RITAGE TRAIL GREENNAY R m a~ i ~ ry~
~ ~ EASEMENT BM 2000, P6 938 i ~ OFFSITE OUTFACE
PROPOSED 30' T01~9M AF ' ~ i W C •R ~ o
FLNiUAY-VARINA UTILITY EASEMENT OFFSITE OUTFALI ~ t
~ 4
IMPACT f 1f ' 30'
_ SANITARY 5EMER INSTALLATION ' - STREAM (TEMP. J = 33 LF W '
_ _ _ R
~ '
~ W
R
• \ \ IMPACT f !2
\ \ SANITARY SCR INSTALLATION STREAM (TEM°.I = 2f LF
\ \
~ ~ EX. 30' SANITARY SEVER AND • hERITAGE TRAIL 6REENMAY N ~ o v
~ EASEMENT BM 2000, PG 938 ~ N rn °rn ~ ~
\ ~ OFFSITE OUTFACE N Q I~i ¢ I M
J I ~ I J V > OI H I Of ~w fgOl ~01
~i ~ 1 1 v5~2~ 2 Wog ~rn YQ 7 'z+2 pC'1 ~O
\ I p`~yC t tDH 82 J O I. WO V6
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ti ~(fppp ~ v22l Y¢
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" SHEET
WL-2wO
WAGSTAFF ROAD ~
GRAPHIC SCALE 1"=100' ACT
I SR 1 7 00 (60 ' R/W)
0 100 200 300 2 256-200 1

0
• \
a
• \ \ o
\ , ~
\ \ \ BARN "
\ !I9 !80 \
~l B.M. 1988, PG. 516
r BARN ? 4RN 30 1 STORY
!~8 r r !8! ~ HOUSE g
BARN -
\ \ !52 Roan cavsrRUCr1oN ENDS I - - WELL ~ R
~ BAI /W BARN ~
' !~7 ~ \ ~ BARN WELL ~ ? r ~ ~
183 ? ~ .
SHED I R/W 'I 25
!8I !I6 I,
~ ~ I, I,
r !8"f !/5 ~ ,I
I
l913 ~ !86 ~ to 1 STORY I i q
i ~ HOUSE I t ~
/ l9~1 ~ i ~ ~
' ~ II N I I~ ~
I 187 ~ ~ / I i, . I q I~ 1
!98 I I~
? !88 ARN I ~ ~ ~ B I ^ ao
196 ~ ~I N
' ~ !89 I !9! ~ I I ~ 01 I I , ~ ~ ~p ~
r !60 I 20 c ~ v, I SLOP o... 7 STORY E o ~ cal' ~
!97 !!9 ~ I UTl ~ LILY NousE I EAS . 61 ~
/ ~ ~ 16! ~ / , / i EM D.B. 6408, PG ~ o x ENr sr I B. ~ ~ I M. 200 ~
2, PG. B.M. 1994, PG. 1663 a ~ I 206 0 0 I I c
~ - !20
' !!8 ~ ! _ I ~ ~t 35 20 o~ i . _ s,,
~ ~ T-- - - L ~ 2 er
~ !2! i!7 ~ P ~ / \ - - - o~ 0 1 - _ ~
- - 3 1 !!6 i - R W o n, ao
l~9~ 223 ~ - - o~ _ ____1 ~
8 t I ~
!!8 !10 ~ o 6 I R/W ~
!6P i o
!!3 / I ~ Q
! t63 ~ ~ I 35 0 ~ r
/ ~ ~ I: / ` 4 I'1
/ ~ !69 ~ 1
i38 I 88 ~ ' - - - - - - J
~ !!0 ~ i65 !27 ' t6B ~ r--' B END
/ \ 87 , LE6
r• !70 ~
!09 ~ ' ~ ~ !67 ~ ~
!P8 ~ i 1 ~ 89 I S + + + + WETLAND I 9
1 !80 !7t ~ i66 I 66 1
136 + I I , F r PACT REA W tLAND ~ M
!79 !29 r !72 i
\ ~ ~
\ ~ !07 !78 !73 ~ so -...c..., ~f STREAM IMPACT AREA
1 ~ o e o e n N n rn ti
~ !30 I S! n o ~ i w
!8! !n !7~ !os ` , \ r J 41 H 1 OI
!3~ ~ r ~I U > Q~ yw ~O1 Otm ~ W
r ~ + ~ / !78 + + 2 <¢no ~+2, o
!os + ? + + J¢ ^ (l W~ VJ y
+ + + + 133 !8~ \ 176 ~tOQ7 ~-s ti
/ 19 IMPACT TOTALS ~=(pW~, W "W ffpL ~ ZZ ~YIOI Q 6 ~ H
AEI + + + L fILL + / ! ISOLA ADD (TE1P.I _ .0002 Ac. r r + ' ATED UEILAAO = 0. Ac. + !DI \ ~ V1~+2~' O 2 2 0. k.
!3~ ! r I7 !3 = PERMANENT WETLAND IMPACTS 0.11 Ac.
, \
!87 65 t03 I T ISOLATED WETLAND IMPACTS = 0.11 Ac. PERMANEN
+ + + + +
+ + + / r + / ~ ~ !86 • / ' ~ 66 _ .08 Ac. ~ TEMPORARY WETLAND IMPACTS 0 0
!OP ~ / 4 n ! ~ ti 51 TEMPORARY ISOLATED WETLAND IMPACTS = 0.0022 Ac. o
r~wACr 1 e ~ ~ ~ , I SANITARY SEDER IkSTALUTION ~ !88 l I
TED hEAAAO = 0.002 Ac. !0! IS01A (TEMP) ~ ~ 67 • }::~:~:f~~: 622 Ac. TOTAL WETLAND IMPACTS = 0.3 '
r r ' r { j!h'
/ t00 90 ~ r ~ /
68 / 88 ~6 H J
99 9! ~ CTS = 215 LF ~ Q PERMANENT STREAM IMPA
~ ~ a \ ~6 Q 2
87 r 69 \ 98 EX. POND ~ / ~ r ~ r TEMPOAAAY STREAM IMPACTS = 241 LF V ~ ~
< r \ i v = V
~ 97 ' 86 \ \ , \ ~ 93 \ » TOTAL STREAM IMPACTS = 456 LF a
\ 70 ~ 0 4, 2 0
85 7~ 0
~e Q
~ • • r I3 z D i i ~
~ r ,r ~ ~ ~ ~ i9 ~ a
\ IMPAC T ~ \ ~ LOT FIL 83
NEIL (PE = 0.03 Ac. r ~ IMPACT 1 2 ~
NE ND (TEMP. = 0.02 Ac. 7fj \ ROADNAY CROSSING \ STREAM (PERM.1 = 85 LF ~ ° 20 a
~ r - STREAM (TEMP) = 35 LF / - • I! ~ w o
/ r u i ~ d ~ o
\ \ ~
+ + + ' .iir.3ii'.i4iri'kii ~ 0 +
1Y;
4 4 4 + :F:~;;,, r ~ + ; ~
4 +'si~i~ r ~ + r + ' I CT 1 4 ~ 4 + + + + + + + + + 4 i + ~ I + + + i 4 # + 4 + + + 0 ~
' LOT LL 1 i ~ + + } + i + 4 4 # + 4 R 4 + i + + + + 4 + + + '2
a NfrLA = 0.07 Ac. 37 1 ~ r ~ 35 4 4+} i i i+ i+ ~ } ; + + + 4 + + + 4 + + 4 4 4 +
~ I' ~ 2I \ \ ~ ' ; ? + i + + i 4 4+ 4 4 V
1 \ # + i + + + 4 = + 4 i
IMPACT 1 5
ROADMAY CROSSING NETLANO IMPACT (PERM.) - 0.07 Ac. , • ~ Z6 DAAMIM6
NETLANO IMPACT (TEMP.) = 0.01 Ac. ~ - _ ~ sir
STREAM (PERM) = 130 LF ~ ~ _ _ STREAM (TEMP.! ° 85 LF ~ PI
~ ~ ¦ ~ n ~ w
\ 34 33 \ 32 31 30 29 WL-LU
\ IMPACT / 3 IMPACT 6 FUTURE SANITARY SEVER INSTALLED
SANITARY SEWER INSTALLATION SANITARY SEND' INSTALLAT ON BY OrfERS. WT A PART OF THIS PROJECT GRAPHIC SCALE 1"=100' PROJECT NUMBER
WETLAND (TEMMP.) = 0.04 Ac. NERAND (TEMP. = 0.01 A . ' STREAM (TEMP. = 21 LF
• /
- • - • 0 100 200 300 256-2002
SEE SHEET WL 20 FOR OFFSITE IMPACTS / /

N rW..
t O~
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oS
ST1~T'B' ~ 50' RON - 21' B-B ~
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~ & ~ 70~ a~ Puaur-r~anw ~ nM~ Q ~ sYrruc7~E ~ 66 vwrAa<E rmn+ aanwsE ~MEADiOWDRNE i ~ i ~ ~ ' I FILE' ~ ~ !9 _
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"L+ !.1 Tl~ CONTRACTOR SHALL CONTACT 'NORTH CAROLINA o~E N CAROLINA OME CALL' AT B00-632-4949 .,y ~ 'LlrifS. CALL Ar LEAST 4B NOIIRS PRIOR
GRAPHIC SCALE i"=50' FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL Ai TO ANY D16GING. IA1V AID 8ASE0 ON INFORMArIDN PROVIDE BY p 100 150 41
2.1 EXISTING CONDITIONS AII~ UTILITY SHOMV ARE 8ASE0 a KENAETH CLOSE AND ASSOCIATES. TF~ CONTAACTOR SHALL fl! PRIOR 0 5 ry IACrOR SHALL FIELD VERIFY CONDITIONS
TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF AI ENGINEER OF ANY DESCREPANY;IES. CONFLICTS O STORK DRAINAGE CAµSTRUCTION SHALL ~ Oa AND - ARINA. C
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3.1 ALL CONSTRUCTION ANC1 MATERIALS SHALL BE IN ACCORDi OF FUD(lAY-VARINA STANDARDS AND SPECIFICATIONS. .L BE IN ACCORDANCE MITH rHE t ;ATIONS. 4
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