20031419 Ver 1_Complete File_20040124

Herring-Sutton & ASSOC

IATES • P.A.
//Z/1 ENGINEERS • SURVEYORS • PLANNERS

March 5, 2006

Mr. John Dorney
North Carolina Division of Water Quality
Wetlands/401 Unit p ~n~~
1620 Mail Service Center U
Raleigh, North Carolina 27699-1650
MAR 7 2006
CE NR -WATER QUALITY
Subject: Wilson Memorial Service wEii.WSANDSTORMWATERBWC;f'
DWQ# 03-1419
Certificate of Completion

Dear Mr. Dorney:

This letter is to certify completion the buffer restoration work outlined in above
referenced Neuse River Buffer Rule Authorization Certificate dated January 24, 2004.
The buffer restoration work outlined in our December 5, 2003 submittal has been
completed in accordance with the approved plan.

If upon review of this letter you should have any questions, please feel free to call me at
252-291-8887.

We would like to thank you office for its assistance in resolving this matter.

Respectfully,
He -Sutton and Associates, P.A.

Ronnie L. Sutton, E.

Cc- Dan Shackelford, Wilson Memorial Service

2201 Nash Street NW • Wilson, North Carolina 27896 • 252 291-8887 • Fax [phone]

~i

THOMAS YELVERTON CO
DB.1392 PG 807
PIN: 3713-64-1182
ZONED 0&R-2 N5W43'1eE ? i; _ D
SITE MAR 7,/ %f iH
H ~
D NFt-'1 -ZJ%uuNLITY h •~p Ni
SITE LOCATION ' IDS AND STORFAWATER BRN: q
94
8
ti

I I
I I ~
h M
i

i

AREA OF IMPACT "B"
NE USE BUFFER 3133 sq ft /
be -
- with with 36 new
CROSSING replanted to rd and
-AMA OF IMPACT 3142 SV hardwood trees
/ ONE 1( SF) ZONE 2(826 SF
AREA TO BE SEEDED SPOIL PILE TO _ 6-- 470 NB
AREA OF IMPACT "A" AND MULCHED BE REMOVED =49 _ 48-
1529 sq ft 5 - -
to be re-seeded and --is15z- - r j
replanted with 18 new SPOIL PILE TO
hardwood trees BE REMOVED I ;r-~ s__49_- _
/S a
NB ~._~~3~ 1.1.
EDP_
NB / ` N J 25A0 39~
1 T=2.0' CLASS "B" STONE ~a
-at
a
INV. 38.35
b PROP 36"0 HPDE PIPE / '
43-
INV. 39.00 J "
CONC END WALL CONC END WALL
TOTAL LINEAR FEET OF
J
DITCH IMPACT 80 FEET
N69'27'54' E I
C2 ~ -
.
c:
L.
B
AREA OF IMPACT "C" N
2
FIELDSTREAM DRIVE ITCH AREA To BE szzDED 698 sq ft ONE
AND MULCHED to be re-seeded and
(60' R/W) AND HELDED IN PLACE replanted with 8 new
C ~Irr~rrr' WITH SMW E Er LINER hardwood trees s~
_ l
E Impact and Restoration Map fo
Wilson Memorial Service
Wilson Count Wilson, NC
ao' zo' 0 40' so' Herring-Sutton & Associates, P.A.
ENGINEERS SURVEYORS PLANNERS
P-\02PRDJ\4160\4160-LDDT\dwp\41608-IMPACT.d.g 11/07/2003 11,46,09 AM EST 2201 NASH ST NW WILSON, N.C. 27896 TEL. [phone]

OF WATER Michael F. Easley, Governor
C~ Q William G. Ross, Jr., Secretary
y Department of Environment and Natural Resources
r
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 24, 2004
DWQ Project No. 03-1419
County: Wilson
Page 1 of 2
Mr. Dan Shackleford
P.O. Box 7185
Wilson, NC 27896
Subject Property: Wilson Memorial Service
DWQ # 03-1419
APPROVAL of Neuse River Buffer Rule (15A NCAC 026 .0233) AUTHORIZATION CERTIFICATE
Dear Mr. Shackleford:
You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to impact
approximately temporarily impact 1529 ft2 of Zone , permanently impact 2316 ft2 and 826 ft2 of Zone 2 of the protected
riparian buffers for the purpose of constructing the Wilson Memorial Service project at the subject property as described
within your application dated November 11, 2003 as modified on December 5, 2003 (received December 17, 2003). In
addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge regulations.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us 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 authorization and approval letter and is thereby responsible for complying with all conditions. For this
approval to be valid, you must follow the conditions listed below.
Conditions:

1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC
2B.0233(5) as shown on the stormwater management plan in your December 5, 2003 submittal.
2. Certificate of Completion

Upon completion of all work approved within this authorization, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. On-site buffer restoration shall be conducted as outlined in your December 5, 2003 submittal

Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B .0233. If you have
any questions or would like a copy of the buffer rules, please call [phone]. This letter does not authorize any
impacts to either Waters of the United States or Waters of the State. Please contact the US Army Corps of Engineers
(USACE) or NC Division of Water Quality (DWQ) if any impacts are proposed to either of these waters.

North Carolina Division of Water Quality, WETLANDS / 401 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.statc.nc.us/ncwetlands/

MEMORANDUM

TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

Facility Name Wilson Memorial Service c/o Dan Shackelford County Wilson
Project Number 03 1419 County2
Recvd From APP Region Raleigh

Received Date 11/12/03 Recvd By Region
Project Type road access to property

Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet II~~
Type Type Impact Score Index Prim. Supp. Basin Req. Req. I~If li' ~i~t(lfii+

14 Stream O Y O N WSIII NSVV 30,402. F_F__ 80.00
F -1
NBR Buffers O Y O N r-F_-r-F__ 30,402.

Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N

Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny

Provided by Region: Latitude (ddmmss) Longitude (ddmmss)

Comments:
December 16, 2003
Issue Restoration for having the plans backwards when first road put in,

cc: Regional Office
Central Office Page Number 1

Page 1 of 1

Dan Shackleford

From: "Dan Shackleford" <[e-mail]>
To: "John Domey" <[e-mail]> WETLANDS 1401 GROUP
Cc: "Ron L. Sutton" <[e-mail]>
Sent: Tuesday, December 30, 2003 11:55 AM DEC 3 1 2003
Subject: DWQ # 03-1419

John Dorney WATER QUALITY SECTION
,
Your certified letter of November 26 to me just arrived late yesterday, December 29, at the
Wilson Parkwood Post Office. I cannot copy this e-mail to Raleigh DWQ Regional Office,
Raleigh Corps of Engineers, Central File, Kevin Martin without e-mail or snail mail addresses.
wanted to deliver this message via telephone; you are away for the week. I read also I am to
communicate in writing or by fax only so I will send a copy of this e-mail via snail mail as I do
not have fax capabilities.
will hand deliver your letter to the local engineer for the project - Ron L. Sutton, Herring &
Sutton, 2201 A, Nash St N, Wilson 27896 - within the hour. That is the same engineer that
prepared the 401 Water Quality Certification application to you in seven copies on November
11, 2003, which you acknowledge you received on November 12, 2003.

When Herring & Sutton has the material requested ready for you, I shall personally courier it to
the address shown on the bottom of your November 26 letter - 2321 Crabtree Blvd, Raleigh -
without fail. Mr. Sutton may prefer to send you a copy via mail, but I will deliver one to your
office.

Sincerely,
Dan L. Shackleford

12/30/03

. 0~ W ATFR Michael F. Easley, Governor
~1 0 William G. Ross Jr., Secretary
de 6 North Carolina Department of Environment and Natural Resources
~ r
p Y Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 26, 2003
DWQ # 03-1419
Wilson County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Dan Shackleford
Post Office Box 7185
Wilson, NC 27896
Subject Property: Wilson Memorial Service
Dear Mr. Shackelford:

On November 12, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing in Wilson County.
Approval from DWQ is required to disturb these areas. Please provide.7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500.
1. Please indicate all buffer impacts on the site plan. The parking area appears to be with Zone 2.
2. Please provide details for the stormwater management practices. The cover letter states that the sheet
flow will be obtained but sloping land will make it difficult. Please provide more details.
3. Please indicate all stormwater outfalls on the site plan.
4. Has the Notice of Violation issued by DWQ been addressed?
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.

Sincerely,

?on orney
Qua ;tyCe ification Program

JRD/bs

cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
'Central Files
File Copy
Kevin Martin, S&EC

Rb~ENUR
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), (httD://h2o.enr.state.ne.us/ncwetlands)
Customer Service 1-877-623-6748

Triage Check List

(aO-Z_ Project Name:

County:

To: ? ARO Mike Parker WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
?~O Aia ? WSRO Daryl Lamb

RR0 . eve Mitchell

From:` _ Telephone : (919) 3 3

The file attached is being forwarded to your for your evaluation.
Please call if you need as0stance.

? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps

0-minimization/avoidance issues
Buffer Rule (Meuse, ar-Pamlico, Catawba, Randleman)
? Pond fill
Ratios
? Mitigation
? Ditching
Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
A,,Is the application consistent with pre-application meetings?
? Cumulative impact concern

Comments:

Pagel of 9

Dan Shackleford 'on ^ 11)

From: "Dan Shackleford" <0an [e-mail]>
To: "Mike Horan" <m oran ncmail.net>
Cc: "John Domey" rohn.ldo_ r ney ncmail.net>; "Ron L. Sutton" <[e-mail]>
Sent: Tuesday, Dec ber 09, 29b3 9:09 AM
Subject: Fw:... Dan Sh kleford
Mike Horan,

Hope you are feeling better. Extra bad to be sick during the traditional celebrations.

I am in receipt of a copy of a letter from Ron Sutton, Engineer, to John Dorney, Wetlands, dated
December 5 which appears to be written confirmation of a telephone call earlier the same day between
the two. It does not indicate a copy to you. Mr. Dorney may be sharing a copy.
I am sending a copy to you [snail mail] in the event it contains the information you are needing
as discussed below. If this is not the information you need, let me know and I will "dig" for it.
I rather you have two copies than be left out of the loop. Without too much repeating, I have been
unjustly penalized by forces somewhere and it is costing the public and me galore.
WF l LANDS / 401 C3RUUp
Dan L. Shackleford
PO Box 7185
Wilson NC 27895 DEC ` 2003
[e-mail]
&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& ~vAl E=i ~ UUALIlY SECTIOM
Original Message -
From: Mike Horan
To: John Dorney
Cc: Dan Shackleford
Sent: Thursday, December 04, 2003 2:07 PM
Subject: Re:... Dan Shackleford
Mr. Shackleford, I apologize for the late reply due to me being sick. Slowly but surely I have plugging
away at the stack of folders on and around my desk. Your application has been put on hold for some
specific information needed by your consultant. If you have any other questions please call me. Have a
nice day.
John Dorney wrote:
mike - please handle. thankx

Dan Shackleford wrote:

John Dorney
Supervisor Wetlands Group
NCDENR
Mr. Domey,

I was asked on November 11 (3 weeks ago) to sign an application by owner for a 404
permit, 401 certification and watershed buffer rules by Herring&Sutton Engineers of
Wilson. It was further identified as permit request #14.
May I inquire as to the status of said application.

12/9/03

Page 2 of 2

j Thank You,
Dan L. Shackleford
PO Box 7185
Wilson 27895

[e-mail]

12/9/03

Herrin ,Sutton
& ASSOCIATES • P.A.

ENGINEERS - SURVEYORS • PLANNERS

December 5, 2003

Mr. John Dorney
Supervisor Wetlands Group
NCDENR WETLANDS/ 401 G
1621 Mail Services Center GROUP
Raleigh, North Carolina 27699 DEC 1
2003
Subject: 401 Water Quality Certification WATER
Wilson Memorial Service QUALITy SECTION
DWQ # 03-1419
Wilson County
Dear Mr. Dorney:

Pursuant to our telephone conversation this morning we are enclosing our response to
your letter of November 26, 2003.

Comment No. 1: Please indicate all buffer impacts on the site plan. The parking area
appears to be in Zone 2.

Response: The attached Map entitled "Impact and Restoration Map for Wilson
Memorial Service "shows all project impacts. We have added finished contour lines to
the site plan on a Map entitled " Wilson Memorial Service - Site Plan" to show that there
are no fill slopes encroaching into Zones 1 & 2 with the exception of grading associated
with the removal of an existing spoil pile shown on the map which is a permitted activity
within the buffers. The finished ground slopes downstream of the parking lot are
approximately 5%.

Comment No.2: Please provide details for stormwater management practices. The
cover letter states that sheet flow will be obtained but sloping land will make it difficult.
Please provide more detail.

Response: The site plan has been revised to show final contour lines. These contours
depict the finished grade of the site generally sloping to the south and southeast and the
stormwater flow sheeting off of the parking lot onto the ground with gentle slopes (5%)
on the ground. Upon completion of construction we will provide an as-built drawing of
the parking lot construction showing that sheet flow has been obtained. We are also
including with the site plan a copy of the construction detail sheet to be used with this
project which shows the sedimentation-erosion control and stormwater details.

2201 Nash Street NW • Wilson, North Carolina 27896 - [phone] - Fax [phone]

Comment No.3: Please indicate all stormwater outfalls on the site plan.

Response: There are no stormwater outfalls on this site with the exception of the
perennial stream which flows through the site. All stormwater generated by the
proposed construction project will be handled as sheet flow as shown on the site
construction drawings.

Comment No.4: Has the Notice of Violation issued by DWQ been addressed?

Response: We have previously addressed the Violation issue in our letters to Steve
Mitchell dated August 14, 2003. At that time we agreed to plant 20 hardwood seedlings
in mitigate the damaged by the temporary crossing. The current "Impact and
Restoration Map for Wilson Memorial Service" a copy of which is attached for further
information depicts the planting of 18 hardwood seedlings instead of 20 to mitigate the
temporary buffer impact along with an additional 44 hardwood seedlings to mitigate the
removal of the spoil piles within the buffer. This restoration proposal was included with
our November 14 submittal.
We have enclosed seven (7) copies of all supporting documents and maps as part of
this response.

Any assistance you can provide in resolving this matter would be greatly appreciated. If
upon receipt of the above you should have any questions please feel free to call me
252-291-8887 or e-mail me at [e-mail].

Res ectfully,
r ng-Sutton & Associates, P.A.

7ne L. Su on, P.E.

CShackelford
Kevin Martin
Steve Mitchell

I

August 14, 2003

Mr. Steve Mitchell
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration

Dear Steve:

In accordance with your conversation with Ron Sutton of Herring-Sutton & Associates,
P.A. on Wednesday August 13, 2003, I agree to plant 20 hardwood seedlings within a 1600
square foot Zone I area of the Neuse River Riparian Buffer across my property located on
Fieldstream Drive. I further agree to accomplish this planting within 6 months of the date
of this letter. This area was disturbed for the purposes of a temporary drive for logging
operations and has since been abandoned.

I thank you in advance for your assistance in this matter.

Respectfully,
Wilson Memorial Service

Dan L. Shackleford
P.O. Box 7185
Wilson, North Carolina 27895

August 14, 2003

Mr. Steve Mitchell
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration

Dear Steve:

Based upon our telephone conversation on Wednesday afternoon, we have prepared an
~
impact map showing the location of the abandoned temporary drive crossing and the
location of the proposed permanent crossing along a buffer stream tributary to Toisnot
Swamp. Approximately 1608 square feet of Zone 1 Neuse River Buffer was impacted by
the temporary drive crossing as shown on the attached impact map. Base upon DWQ buffer
restoration criteria of 500 trees per acre we are proposing to plant twenty (20) hardwood
seedlings consisting of the following three varieties black willows red maple, and river
birch. The Zone 2 area will be reseeded and mulched without fertilizer.
The permanent cross will be limited to a total length of 40 feet in which we propose to
construct 31 feet of 36-inch diameter HPDE pipe, two concrete headwalls, and a 9 foot
long energy dissipation pad. The energy dissipation pad design is based upon the NYDOT
method of design.

In addition to the above it is agreed that the 20 hardwood seedlings will be planted within
the next six months.

If you should have any questions or need additional information, please feel free to call at
291-8887.

Respectfully,
Herring-Sutton & Associates, P.A.

Ronnie L. Sutton, PE

4Herring Sutton
associates, p.a.
ENGINEERS • SURVEYORS • PLANNERS

October 14, 2003

Mr. Michael Horan
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration
Response to Comments
Dear Michael:

We are in receipt of your letter dated September 29, 2003 in which there was a request for
additional information regarding the above subject project. Based upon your letter we offer
the following comments and additional information to assist you in your review of this
matter:

¦ We are submitting to the U.S. Army Corps of Engineers a 404 Permit application
and a copy of the correspondence rolatuzg to this matter will be forwarded to you
upon submittal by Kevin Martin.
¦ There is not a formal NCDOT method for design of energy dissipation pads. The
accepted methods according to the Sedimentation-Erosion Control Manual are the
chart method and the New York DOT method. The Raleigh Regional Office of the
Division of Land Quality prefers the use of the New York DOT method in design of
energy dissipation pads and therefore we made the judgment decision to use this
approved and accepted method.
¦ We have revised the impact map to show two existing spoil pile areas that we
desire to remove as part of the overall site construction, but are not part of the
current buffer violation issue. These spoil pile areas are indicated on the impact
map as Areas "B" and "C". It is my understanding that removal of existing spoil
piles is an exempt activity but must be mitigated with plantings.
¦ Attached is an overall site plan of the property showing all property lines and
proposed site improvements
¦ The proposed Wilson Memorial Service funeral home is located on a 5.43 acre tract
of land. Upon completion of site improvements the total percentage of impervious
area will be 19.52% as shown on the attached site plan.
¦ There are no storm water outfalls planned for this project. All drainage discharged
from the proposed improvements will be discharged as sheet drainage.

2201-A Nash Street North • Wilson, North Carolina 27896 - [phone] • Fax [phone]

¦ As noted above all drainage from the site will be sheet drainage, with no directed
flow or discharge from storm drainage pipes with the exception of the 36-inch
diameter pipe that is being installed to provide access to the site across the existing
stream and Neuse Buffer

I trust that the above information will address any issues that remain concerning this
project. If you should have any questions concerning any of the above, please feel free to
call me at 291-8887.

Respectfully,
Herring-Sutton & Associates, P.A.

C=nnie L. Sutton, PE

Cc : Steve Mitchell
Ken Schuster

0
Herring-Sutton

& ASSOCIATES • P.A.

ENGINEERS • SURVEYORS • PLANNERS.' a.

December 5, 2003

Mr. John Dorney WETLANDS/ 401 Supervisor Wetlands Group

NCDENR
1621 Mail Services Center DEC 0 9 2003
Raleigh, North Carolina 27699
WATER QUALITY SECTION
Subject: 401 Water Quality Certification
Wilson Memorial Service
DWQ # 03-1419
Wilson County

Dear Mr. Dorney:

Pursuant to our telephone conversation this morning we are enclosing our response to
your letter of November 26, 2003.

Comment No. 1. Please indicate all buffer impacts on the site plan. The parking area
appears to be in Zone 2.

Response: The attached Map entitled Impact and Restoration Map for Wilson
Memorial Service "shows all project impacts. We have added finished contour lines to
the site plan on a Map entitled " Wilson Memorial Service - Site Plan" to show that there
are no fill slopes encroaching into Zones 1 & 2 with the exception of grading associated
with the removal of an existing spoil pile shown on the map which is a permitted activity
within the buffers. The finished ground slopes downstream of the parking lot are
approximately 5%.
Comment No.2: Please provide details for stormwater management practices. The
cover letter states that sheet flow will be obtained but sloping land will make it difficult.
Please provide more detail.

Response: The site plan has been revised to show final contour lines. These contours
depict the finished grade of the site generally sloping to the south and southeast and the
stormwater flow sheeting off of the parking lot onto the ground with gentle slopes (5%)
on the ground. Upon completion of construction we will provide an as-built drawing of
the parking lot construction showing that sheet flow has been obtained. We are also
including with the site plan a copy of the construction detail sheet to be used with this
project which shows the sedimentation-erosion control and stormwater details.

2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] • Fax [phone]

Comment No.3: Please indicate all stormwater outfalls on the site plan.

Response: There are no stormwater outfalls on this site with the exception of the
perennial stream which flows through the site. All stormwater generated by the
proposed construction project will be handled as sheet flow as shown on the site
construction drawings.

Comment No.4: Has the Notice of Violation issued by DWQ been addressed?

Response: We have previously addressed the Violation issue in our letters to Steve
Mitchell dated August 14, 2003. At that time we agreed to plant 20 hardwood seedlings
in mitigate the damaged by the temporary crossing. The current "Impact and
Restoration Map for Wilson Memorial Service" a copy of which is attached for further
information depicts the planting of 18 hardwood seedlings instead of 20 to mitigate the
temporary buffer impact along with an additional 44 hardwood seedlings to mitigate the
removal of the spoil piles within the buffer. This restoration proposal was included with
our November 14 submittal.

We have enclosed seven (7) copies of all supporting documents and maps as part of
this response.

Any assistance you can provide in resolving this matter would be greatly appreciated. If
upon receipt of the above you should have any questions please feel free to call me
252-291-8887 or e-mail me at [e-mail].

Respectfully,
r ng-Sutton & Associates, P.A.

onnie L. Su on, P.
E.
Cc. Dan Shackelford
Kevin Martin
Steve Mitchell

4!

August 14, 2003

Mr. Steve Mitchell
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration

Dear Steve:

In accordance with your conversation with Ron Sutton of Herring-Sutton & Associates,
P.A. on Wednesday August 13, 2003, I agree to plant 20 hardwood seedlings within a 1600
square foot Zone I area of the Neuse River Riparian Buffer across my property located on
Fieldstream Drive. I further agree to accomplish this planting within 6 months of the date
of this letter. This area was disturbed for the purposes of a temporary drive for logging
operations and has since been abandoned.
I thank you in advance for your assistance in this matter.

Respectfully,
Wilson Memorial Service

Dan L. Shackleford
P.O. Box 7185
Wilson, North Carolina 27895

I
I

erring Sutton
associates, p.a.

ENGINEERS • SURVEYORS • PLANNERS
October 14, 2003

Mr. Michael Horan
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration
Response to Comments

Dear Michael:

We are in receipt of your letter dated September 29, 2003 in which there was a request for
additional information regarding the above subject project. Based upon your letter we offer
the following comments and additional information to assist you in your review of this
matter:

¦ We are submitting to the U. S. Army Corps of Engineers a 404 Permit application
and a copy of the correspondence relating to this matter will be forwarded to you
upon submittal by Kevin Martin.
¦ There is not a formal NCDOT method for design of energy dissipation pads. The
accepted methods according to the Sedimentation-Erosion Control Manual are the
chart method and the New York DOT method. The Raleigh Regional Office of the
Division of Land Quality prefers the use of the New York DOT method in design of
energy dissipation pads and therefore we made the judgment decision to use this
approved and accepted method.
We have revised the impact ma how two existing spoil pile areas that we
P to s
desire to remove as art of the overall site construction but are not part of the
part
current buffer violation issue. These spoil pile areas are indicated on the impact
map as Areas "B" and "C". It is my understanding that removal of existing spoil
piles is an exempt activity but must be mitigated with plantings.
¦ Attached is an overall site plan of the property showing all property lines and
proposed site improvements
¦ The proposed Wilson Memorial Service funeral home is located on a 5.43 acre tract
of land. Upon completion of site improvements the total percentage of impervious
area will be 19.52% as shown on the attached site plan.
¦ There are no storm water outfalls planned for this project. All drainage discharged
from the proposed improvements will be discharged as sheet drainage.

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]
I

¦ As noted above all drainage from the site will be sheet drainage, with no directed
flow or discharge from storm drainage pipes with the exception of the 36-inch
diameter pipe that is being installed to provide access to the site across the existing
stream and Neuse Buffer
I trust that the above information will address any issues that remain concerning this
project. If you should have any questions concerning any of the above, please feel free to
call me at 291-8887.

Respectfully,
Herring-Sutton & Associates, P.A.

C=nnie L. Sutton, PE

Cc: Steve Mitchell
Ken Schuster

~oF wArF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
v O North Carolina Department of Environment and Natural Resources
r
Alan Klimek, P.E., Director
Division of Water Quality
wM-,a t~ Sff ` ` i Coleen H. Sullins, Deputy Director
s t '9 ~j Division of Water Quality
November 26, 2003
DWQ # 03-1419
Wilson County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Dan Shackeeford
Post Office Box 7185
Wilson, NC 27896
Subject Property: Wilson Memorial Service
Dear Mr. Shackelford:

On November 12, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing in Wilson County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please indicate all buffer impacts on the site plan. The parking area appears to be with Zone 2.
2. Please provide details for the stormwater management practices. The cover letter states that the sheet
flow will be obtained but sloping land will make it difficult. Please provide more details.
3. Please indicate all stormwater outfalls on the site plan.
4. Has the Notice of Violation issued by DWQ been addressed?
Please telephone John Domey at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.

Sincerely,

o n R. Dorney
4 1 Water Qua 4tyCeification Program

JRD/bs , 1 1

cc: Raleigh DWQ Regional Office -I
Raleigh Corps of Engineers
Central Files
File Copy
Kevin Martin, S&EC G

~~c:uEr~t
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.tis/ncwetlands)
Cusiomer Service 1-877-623-6748

mt5 erring Sutton
associates, p.a.

ENGINEERS • SURVEYORS • PLANNERS
November 11, 2003

ti Mr. John Dorney

Supervisor Wetlands Group WETI.' NM914(11 GROUP
NCDENR
1621 Mail Services Center 1 4, -
Raleigh, North Carolina 27699 /'KL 3

`ATEif Subject: 401 Water Quality Certification cr. NO. ECTION
Wilson Memorial Service DATE
Wilson County

Dear Mr. Dorney:

Enclosed in seven (7) copies each is the 401 Water Quality Certification for Wilson
Memorial Service located in the City of Wilson on Fieldstream Drive along with
additional supporting documentation. The documents enclosed consist of the following:

¦ 401 Water Quality Certification Application
¦ Impact Map
¦ Site Plan ( 11" x 17")
¦ Site Plan (24" x 36" )
¦ Response letter of October 14, 2003
¦ Letter to Jean Manuelle, USACE
¦ Application Fee $200.00

Please note that this 401 submittal has been prepared in conjunction with Kevin Martin
of S&EC. I trust that upon receipt of the above that your agency can proceed with
issuance of the 401 certification for this project.

If during review of the above you should have any questions or need additional
information please feel free to contact Kevin Martin.
Restfully,
H rn -Sutton & Associates, P.A.

R nie L. S

Cc: an Shackelford
Kevin Martin
Steve Mitchell
Michael Horan

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]

QH(errin--fl Sutton
associates, p.a.

ENGINEERS *SURVEYORS* PLANNERS

November 11, 2003

Jean Benton Manuelle
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6805 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615

Subject: Wilson Memorial Service
Wilson North Carolina

Dear Jean:

Enclosed for your file is a courtesy copy of the 401 Water Quality Certification
Application we are submitting to John Dorney's office pertains to the above subject
project. If upon review you should have any questions or need additional information,
please feel free to contact Kevin Martin of S&EC.

Res tfully,
He in -Sutton & Associates, P.A.

onnie . Sut on, P.E.

Cc: Dan Shackelford
John Dorney
Kevin Martin

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]

Herren, Sutton
associates, p.a.

ENGINEERS • SURVEYORS • PLANNERS
October 14, 2003

Mr. Michael Horan
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration
Response to Comments

Dear Michael:

We are in receipt of your letter dated September 29, 2003 in which there was a request for
additional information regarding the above subject project. Based upon your letter we offer
the following comments and additional information to assist you in your review of this
matter:

¦ We are submitting to the U.S. Army Corps of Engineers a 404 Permit application
and a copy of the correspondence relating to this matter will be forwarded to you
upon submittal by Kevin Martin.
¦ There is not a formal NCDOT method for design of energy dissipation pads. The
accepted methods according to the Sedimentation-Erosion Control Manual are the
chart method and the New York DOT method. The Raleigh Regional Office of the
Division of Land Quality prefers the use of the New York DOT method in design of
energy dissipation pads and therefore we made the judgment decision to use this
approved and accepted method.
¦ We have revised the impact map to show two existing spoil pile areas that we
desire to remove as part of the overall site construction, but are not part of the
current buffer violation issue. These spoil pile areas are indicated on the impact
map as Areas "B" and "C". It is my understanding that removal of existing spoil
piles is an exempt activity but must be mitigated with plantings.
¦ Attached is an overall site plan of the property showing all property lines and
proposed site improvements
¦ The proposed Wilson Memorial Service funeral home is located on a 5.43 acre tract
of land. Upon completion of site improvements the total percentage of impervious
area will be 19.52% as shown on the attached site plan.
¦ There are no storm water outfalls planned for this project. All drainage discharged
from the proposed improvements will be discharged as sheet drainage.

2201-A Nash Street North - Wilson, North Carolina 27896 • [phone] • Fax [phone]

¦ As noted above all drainage from the site will be sheet drainage, with no directed
flow or discharge from storm drainage pipes with the exception of the 36-inch
diameter pipe that is being installed to provide access to the site across the existing
stream and Neuse Buffer
I trust that the above information will address any issues that remain concerning this
project. If you should have any questions concerning any of the above, please feel free to
call me at 291-8887.

Respectfully,
Herring-Sutton & Associates, P.A.

V tT-----
R nnie L. Sutton, PE

Cc : Steve Mitchell
Ken Schuster

Office Use Only: Fonn 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 (Courtesy) ® 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: 14

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?

H. Applicant Information

1. Owner/Applicant Information WETLANDS / 401 GROUP
Name: Dan Shackelford
Mailing Address: PO Box 7185
Wilson NC 27896

Telephone Number: 252-237-1909 Fax Number:
E-mail Address:

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin Martin
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]

Page 5 of 12

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: Wilson Memorial Service

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIM:3713-64-7100

4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
2811 Fieldstream Drive north of Wilson on the east side of Hwy 58 see attached USGS
map)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): 5.43

7. Nearest body of water (stream/river/sound/ocean/lake): UT of Toisnot Swamp (WS III,
NSW)

8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The existing site has been cleared for construction of a
proposed funeral home Areas to the north and west of the site are developed for commercial

Page 6 of 12

uses while the area to the east is open space and single family residential and the area to the
south is an existing street bordered by office and institutional land uses..
10. Describe the overall project in detail, including the type of equipment to be used:
Commercial Building and associated parking with one access road crossing of a buffered
modified stream.

11. Explain the purpose of the proposed work: Allow access to a commercial site

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.
DWQ issued a NOV on 9/29/03 for the project NBRRO 03-182 (copy attached).

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional impacts are required.

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts: Permanent impacts to 40' of
modified stream are required for the access road, 40' of temporary impact occurred due to the

Page 7 of 12

contractor accidentally placing the crossing at the wrong location Had it not been for this
error this crossing would have been exempt from the Neuse Buffer rules.

2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (Yes/no) (linear feet)

* 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 Agcncy'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 httn //w~~w.fcma.~ov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:

Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Im ct (please s1 fill/culvert/ripmp 40' 5' assumed perennial

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wmll, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
w1vw.ma xuuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 40' permanent
40' temporary,

Page 8 of 12

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)

* 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.):

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
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.
Access from Fieldstream Drive is required to serve property. This is not possible without
crossing. The crossing is perpendicular and 40' wide. Impact Areas B and C are exempt from
buffer rules based on communication with Bob Zarzecki since they are debris/spoil piles that
existed prior to the rules, they can be removed if they are revegetated. The area labeled "Areas
to be seeded and mulched" is in Zone 2 and therefore grading and revegetation is also exempt.
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.

Page 9 of 12

IX. Environmental Documentation (required by DWQ)
Tl...... ?t.- ....,..l.m ovr.or.~it..rn -ir r...hlin l~n~nrol/ototn> ~i.n~o nr thca nco of rnh~ir

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/ncwetlands/strm,gide.litm1.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA

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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0

Page 10 of 12
I

IX. Environmental Documentation (required by DWQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?

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 ? If you answered "yes", provide the following information:

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone* ( Impaact Multiplier Required
feet) Nfitigation
Temporary 1 (Impact A) 1529 3 0

Permanent 1 2316 3 0
Permanent 2 826 1.5 0
Total (permanent) 3142 0
• 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

Page 11 of 12
I

Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.

XI. Stormwater (required by DWQ)

Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
According to the project engineer (Herring & Sutton Associates, PA) total site impervious
surface is 19.5% so no site specific stormwater plan is required There are no point discharges
the parking lot does not have curb and gutter so sheet flow is possible See attached letter from
Herring & Sutton previously submitted to you.

XH. 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.
Municipal Sewer

X1H. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ® No ?

Is this an after-the-fact permit application?
Yes ® No ?

XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

& ; Lq,~ e3
Applicant/Agent's Sig 'Mature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 12 of 12

Herring Sutton
Fr-L-"associates, p.a.
ENGINEERS e SURVEYORS • PLANNERS

October 14, 2003

Mr. Michael Horan
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration
Response to Comments

Dear Michael:

We are in receipt of your letter dated September 29, 2003 in which there was a request for
additional information regarding the above subject project. Based upon your letter we offer
the following comments and additional information to assist you in your review of this
matter:

¦ We are submitting to the U.S. Army Corps of Engineers a 404 Permit application
and a copy of the correspondence relating to this matter will be forwarded to you
upon submittal by Kevin Martin.
¦ There is not a formal NCDOT method for design of energy dissipation pads. The
accepted methods according to the Sedimentation-Erosion Control Manual are the
chart method and the New York DOT method. The Raleigh Regional Office of the
Division of Land Quality prefers the use of the New York DOT method in design of
energy dissipation pads and therefore we made the judgment decision to use this
approved and accepted method.
¦ We have revised the impact map to show two existing spoil pile areas that we
desire to remove as part of the overall site construction, but are not part of the
current buffer violation issue. These spoil pile areas are indicated on the impact
map as Areas "B" and "C". It is my understanding that removal of existing spoil
piles is an exempt activity but must be mitigated with plantings.
¦ Attached is an overall site plan of the property showing all property lines and
proposed site improvements
¦ The proposed Wilson Memorial Service funeral home is located on a 5.43 acre tract
of land. Upon completion of site improvements the total percentage of impervious
area will be 19.52% as shown on the attached site plan.
¦ There are no storm water outfalls planned for this project. All drainage discharged
from the proposed improvements will be discharged as sheet drainage.
I

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]

¦ As noted above all drainage from the site will be sheet drainage, with no directed
flow or discharge from storm drainage pipes with the exception of the 36-inch
diameter pipe that is being installed to provide access to the site across the existing
stream and Neuse Buffer

I trust that the above information will address any issues that remain concerning this
project. If you should have any questions concerning any of the above, please feel free to
call me at 291-8887.

Respectfully,
Herring-Sutton & Associates, P.A.

VRnnie L. Sutton, PE

Cc : Steve Mitchell
Ken Schuster

4HerringE Sutton
associates, p.a.
ENGINEERS - SURVEYORS - PLANNERS

November 11, 2003

Jean Benton Manuelle
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6805 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615

Subject: Wilson Memorial Service
Wilson North Carolina

Dear Jean:

Enclosed for your file is a courtesy copy of the 401 Water Quality Certification
Application we are submitting to John Dorney's office pertains to the above subject
project. If upon review you should have any questions or need additional information,
please feel free to contact Kevin Martin of S&EC.

Res tfully,

Tonnie -Sutton & Associates, P.A.
. Sut on
on, , P.E.
Cc: Dan Shackelford
John Dorney
Kevin Martin

2201-A Nash Street North - Wilson, North Carolina 27896 - [phone] - Fax [phone]

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MILES
1000 0 1010 2000 3000 4000 5000 6000 10M 8000 0000 10000
QUADRANGLE LOCATION
FEET
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929 1 Spring t
TO CONVERT FROM FEET TO METERS, MULTIPLY BY 0.3048 1 2 3 2 NashWl
3 Rocky M
4 Bailey
4 5 5 Elm City
6 Lucama
TINS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS 7 Wilson
6 7 8 8 Saratoga
FOR SALE BY U.S. GEOLOGICAL SURVEY, P.O. BOX 25286, DENVER, COLORADO 80225
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST ADJOINING 7.5' QUADRANGLE NAD
I

4H(erring Sutton
associates, p.a.
ENGINEERS *SURVEYORS* PLANNERS
November 11, 2003
l] ]

Mr. John Dorney V M~
Supervisor Wetlands Group
NCDENR WETLAh~pS/
1621 Mail Services Center 401 GROUP
Raleigh, North Carolina 27699

Subject: 401 Water Quality Certification NOV 2 2003 Wilson Memorial Service WATER QUALITYSECTIOiV

Wilson County

Dear Mr. Dorney:

Enclosed in seven (7) copies each is the 401 Water Quality Certification for Wilson
Memorial Service located in the City of Wilson on Fieldstream Drive along with
additional supporting documentation. The documents enclosed consist of the following:
¦ 401 Water Quality Certification Application
¦ Impact Map
¦ Site Plan ( 11]] x 17")
¦ Site Plan 24" x 36"
¦ Response letter of October 14, 2003
¦ Letter to Jean Manuelle, USACE
¦ Application Fee $200.00

Please note that this 401 submittal has been prepared in conjunction with Kevin Martin
of S&EC. I trust that upon receipt of the above that your agency can proceed with
issuance of the 401 certification for this project.

If during review of the above you should have any questions or need additional
information please feel free to contact Kevin Martin.

Res tfully,
H rin -Sutton & Associates, P.A.

R nie L. S ,

Cc: an Shackelford
Kevin Martin
Steve Mitchell
Michael Horan

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]

erring Sutton
associates, p.a.
ENGINEERS • SURVEYORS • PLANNERS

November 11, 2003

Jean Benton Manuelle
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6805 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615

Subject: Wilson Memorial Service
Wilson North Carolina

Dear Jean:

Enclosed for your file is a courtesy copy of the 401 Water Quality Certification
Application we are submitting to John Domey's office pertains to the above subject
project. If upon review you should have any questions or need additional information,
please feel free to contact Kevin Martin of S&EC.

Res tfully,
He in -Sutton & Associates, P.A.

onnie . Sut on, P.E.

Cc: Dan Shackelford
John Dorney
Kevin Martin

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]

1-l erring Sutton
associates, p.a.

ENGINEERS • SURVEYORS • PLANNERS
October 14, 2003

Mr. Michael Horan
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration
Response to Comments

Dear Michael:

We are in receipt of your letter dated September 29, 2003 in which there was a request for
additional information regarding the above subject project. Based upon your letter we offer
the following comments and additional information to assist you in your review of this
matter:

¦ We are submitting to the U.S. Army Corps of Engineers a 404 Permit application
and a copy of the correspondence relating to this matter will be forwarded to you
upon submittal by Kevin Martin.
¦ There is not a formal NCDOT method for design of energy dissipation pads. The
accepted methods according to the Sedimentation-Erosion Control Manual are the
chart method and the New York DOT method. The Raleigh Regional Office of the
Division of Land Quality prefers the use of the New York DOT method in design of
energy dissipation pads and therefore we made the judgment decision to use this
approved and accepted method.
¦ We have revised the impact map to show two existing spoil pile areas that we
desire to remove as part of the overall site construction, but are not part of the
current buffer violation issue. These spoil pile areas are indicated on the impact
map as Areas "B" and "C". It is my understanding that removal of existing spoil
piles is an exempt activity but must be mitigated with plantings.
¦ Attached is an overall site plan of the property showing all property lines and
proposed site improvements
¦ The proposed Wilson Memorial Service funeral home is located on a 5.43 acre tract
of land. Upon completion of site improvements the total percentage of impervious
area will be 19.52% as shown on the attached site plan.
¦ There are no storm water outfalls planned for this project. All drainage discharged
from the proposed improvements will be discharged as sheet drainage.

2201-A Nash Street North - Wilson, North Carolina 27896 • [phone] • Fax [phone]

¦ As noted above all drainage from the site will be sheet drainage, with no directed
flow or discharge from storm drainage pipes with the exception of the 36-inch
diameter pipe that is being installed to provide access to the site across the existing
stream and Neuse Buffer
I trust that the above information will address any issues that remain concerning this
project. If you should have any questions concerning any of the above, please feel free to
call me at 291-8887.

Respectfully,
Herring-Sutton & Associates, P.A.

VR=nnie L. Sutton, PE

Cc: Steve Mitchell
Ken Schuster

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 (Courtesy) ® 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: 14

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?

H. Applicant Information
WETLANDS / 401 GROUP
1. Owner/Applicant Information
Name: Dan Shackelford I « ~nn~
Mailing Address: PO Box 7185 ~ O v ~ LV VJ
Wilson NC 27896
i
Telephone Number: 252-237-1909 Fax Number:
E-mail Address:

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin Martin
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]

Page 5 of 12

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: Wilson Memorial Service

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIlN):3713-64-7100

4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
2811 Fieldstream Drive north of Wilson on the east side of Hwy 58 (see attached USGS
map)

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): 5.43

7. Nearest body of water (stream/river/sound/ocean/lake): UT of Toisnot Swamp (WS III,
NSW)

8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The existing site has been cleared for construction of a
proposed funeral home Areas to the north and west of the site are developed for commercial

Page 6 of 12

uses while the area to the east is open mace and single family residential and the area to the
south is an existing _street bordered by office and institutional land uses..
10. Describe the overall project in detail, including the type of equipment to be used:
Commercial Building and associated parking with one access road crossing of a buffered
modified stream.
11. Explain the purpose of the proposed work: Allow access to a commercial site

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.
DWQ issued a NOV on 9/29/03 for the project NBRRO 03-182 (copy attached).

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional impacts are required

VL Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts: Permanent impacts to 40' of
modified stream are required for the access road 40' of temporary impact occurred due to the

Page 7 of 12

contractor accidentally placing the crossing at the wrong location. Had it not been for this
error this crossing would have been exempt from the Neuse Buffer rules.

2. Individually list wetland impacts below:

Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) es/no) (linear feet)

* 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
onlineathttp://-,vw\v.fcma.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0

3. Individually list all intermittent and perennial stream impacts below:

Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please specify)
1 fill/culvert/riprap 40' 5' assumed perennial

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightcning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.toeozone.com,
www.mapquest.com , etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 40' permanent
40' temporary

Page 8 of 12

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact Area of Type of Waterbody
Site Number Type of Impact* Impact (if Name applicable) Wate) (lake, pond, estuary, sound, (indicate on ma) (acres) bay, ocean, etc.)

• 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.):

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
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.
Access from Fieldstream Drive is required to serve property. This is not possible without
crossing The crossing is perpendicular and 40' wide Impact Areas B and C are exempt from
buffer rules based on communication with Bob Zarzecki since they are debris/spoil piles that
existed prior to the rules theme can be removed if they are revegetated The area labeled "Areas
to be seeded and mulched" is in Zone 2 and therefore grading and revegetation is also exempt.
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.

Page 9 of 12

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/strmgide.html.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA

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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0

Page 10 of 12

IX. Environmental Documentation (required by DWQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?

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 V
Yes ® No ? If you answered "yes", provide the following information:

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone* ( sImpact quare feet) Multiplier Micqd~
Temporary 1(Impact A) 1529 3 0

Permanent 1 2316 3 0
Permanent 2 826 1.5 0
1 Total (permanent) 3142 0
' 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

Page 11 of 12

Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.

XI. Stormwater (required by DWQ)

Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
According to the project engineer (Herring & Sutton Associates PA) total site impervious
surface is 19.5% so no site specific stormwater plan is required There are no point discharges,
the parking lot does not have curb and gutter so sheet flow is possible See attached letter from
Herring & Sutton previously submitted to you

XH. 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.
Municipal Sewer

XIU. 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 ?

X11V. 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).

4~1 /l D3
Applicant/Agent's Sig ature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 12 of 12

erring Sutton
associates, p.a.
ENGINEERS • SURVEYORS • PLANNERS

October 14, 2003

Mr. Michael Horan
Raleigh Regional Office
NCDENR-DWQ
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration
Response to Comments

Dear Michael:

We are in receipt of your letter dated September 29, 2003 in which there was a request for
additional information regarding the above subject project. Based upon your letter we offer
the following comments and additional information to assist you in your review of this
matter:
¦ We are submitting to the U. S. Army Corps of Engineers a 404 Permit application

and a copy of the correspondence relating to this matter will be forwarded to you
upon submittal by Kevin Martin.
¦ There is not a formal NCDOT method for design of energy dissipation pads. The
accepted methods according to the Sedimentation-Erosion Control Manual are the
chart method and the New York DOT method. The Raleigh Regional Office of the
Division of Land Quality prefers the use of the New York DOT method in design of
energy dissipation pads and therefore we made the judgment decision to use this
approved and accepted method.
¦ We have revised the impact map to show two existing spoil pile areas that we
desire to remove as part of the overall site construction, but are not part of the
current buffer violation issue. These spoil pile areas are indicated on the impact
map as Areas "B" and "C". It is my understanding that removal of existing spoil
piles is an exempt activity but must be mitigated with plantings.
¦ Attached is an overall site plan of the property showing all property lines and
proposed site improvements
¦ The proposed Wilson Memorial Service funeral home is located on a 5.43 acre tract
of land. Upon completion of site improvements the total percentage of impervious
area will be 19.52% as shown on the attached site plan.
¦ There are no storm water outfalls planned for this project. All drainage discharged
from the proposed improvements will be discharged as sheet drainage.

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]

¦ As noted above all drainage from the site will be sheet drainage, with no directed
flow or discharge from storm drainage pipes with the exception of the 36-inch
diameter pipe that is being installed to provide access to the site across the existing
stream and Neuse Buffer

I trust that the above information will address any issues that remain concerning this
project. If you should have any questions concerning any of the above, please feel free to
call me at 291-8887.

Respectfully,
Herring-Sutton & Associates, P.A.

R nnie L. Sutton, PE

Cc : Steve Mitchell
Ken Schuster

H erring Sutton
associates, p.a.
ENGINEERS • SURVEYORS • PLANNERS

November 11, 2003

Jean Benton Manuelle
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6805 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615

Subject: Wilson Memorial Service
Wilson North Carolina

Dear Jean:

Enclosed for your file is a courtesy copy of the 401 Water Quality Certification
Application we are submitting to John Domey's office pertains to the above subject
project. If upon review you should have any questions or need additional information,
please feel free to contact Kevin Martin of S&EC.
Res tfully,
He 'n -Sutton & Associates, P.A.

onnie . Su on, P.E.

Cc: Dan Shackelford
John Dorney
Kevin Martin

2201-A Nash Street North - Wilson, North Carolina 27896 - [phone] - Fax [phone]
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D8.1392 PC 807 /
PIN: 3713-64-1182
ZONED 0&R-2 N5a•a3'~$"E /
y a/-
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SITE LOCATION

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AREA OF IMPACT "D" '
NE USE BUFFER 3133 sq ft
to be re-seeded and O
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OF IMPACT 3142 S~ hordwood trees
ONE 1( SF) ZONE 2(826 SF
AREA TO BE SEEDED SPOIL PILE TO ~y6=470 ` NB
AREA OF IMPACT "A" BE REMOVED 48- \
1529 s ft ND MULCHED s 49- - - _
t be re-seeded and I 5 g4_v-' - f~ F
replanted with 18 new OIL PILE TO
hardwood
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-43
NAB
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PROP 36"0 HPDE PIPE INV. 38.35
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CONC END WALL - CONC END WALL
TOTAL LINEAR FEET OF ,

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N69'27'54' E C2
AREA OF IMPACT "C" 7 0 NE 2
FIELDSTREAM DRIVE ITCH AREA To BN s"I-iD 598 sq, f!
AND MULCHED to be re-seeded and
(60' R/W) AND HELDED IN PLACE replanted with 8 new
C ol rr~ WITH STRAIT I ET LINER hardwood trees s~
%
10180 Impact and Restoration Map for
Wilson Memorial Service
"'~•~fF '•SJ,.``'~ Wilson Count Melon, NC
40' zo' 0 40' so' Herring-Sutton & Associates, P.A.
ENGINEERS SURVEYORS PLANNERS j
P,\02PR0J\4160\416D-LDDT\dwp\4160B-IMPACT.drg 11/07/2003 3146-09 AM EST 2201 NASH ST NW WILSON, N.C. 27896 TEL. [phone]

THOMAS YELVERTON CO /
DB.1392 PG 807 /
PIN: 3713-64-1182
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NE USE BUFFER 3133 sq ft /
CROSSING to re-seeded and
replanted with 36 new
OF IMPACT 3142 S~ hardwood trees
ONE 1( SF) ZONE 2(826 SF
AREA TO BE SEEDED SPOIL PILE TO -47 0 NB
AREA OF IMPACT AND MULCHED BE REMOVED =44 48 -
1529 sq ft -s 514y - _ i?~
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replanted with 18 new SPOIL PILE TO ( 5 52`~ /1 1
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NEI 43 4_2
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CONC END WALL CONC END WALL
TOTAL LINEAR FEET OF
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N69'27'54'E W -
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FIELDSTREAM DRIVE AND MULCHaD to be re-seeded and
(60' R/W) AND HaLDED IN PLAU replanted with 8 new
C rrrrr WITH STRAW W ET LINER hardwood trees r~
% ,o, = Impact and Restoration Map fo
=o`' Wilson Memorial Service
"'~~jF ~"5`~,•~`'~ Wilson Count Wilson, NC
40' Zo' 0 40' so' Herring-Sutton & Associates, P.A.
ENGINEERS SURVEYORS PLANNERS
P~\02PROJ\4160\4160-LDDT\d•g\4160B-1HPACT.drg 11/07/2003 1146,09 AN EST 2201 NASH Sr NW WILSON, N.C. 27896 TEL. [phone]

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ENGINEERS • SURVEYORS • PLANNERS
f,
October 14, 2003 "

Mr. Michael Horan
Raleigh Regional Office
NCDENR-DWQ WETLAA'DS1401
1628 Mail Service Center GRp~p
Raleigh, NC 27699-1628 NDV 0 6
2003

Subject: Wilson Memorial Service WA TERQUAC1TySEC17ON
Neuse Buffer Temporary Crossing Restoration
Response to Comments

Dear Michael:

We are in receipt of your letter dated September 29, 2003 in which there was a request for
additional information regarding the above subject project. Based upon your letter we offer
the following comments and additional information to assist you in your review of this
matter:

¦ We are submitting to the U. S. Army Corps of Engineers a 404 Permit application
and a copy of the correspondence relating to this matter will be forwarded to you
upon submittal by Kevin Martin.
¦ There is not a formal NCDOT method for design of energy dissipation pads. The
accepted methods according to the Sedimentation-Erosion Control Manual are the
chart method and the New York DOT method. The Raleigh Regional Office of the
Division of Land Quality prefers the use of the New York DOT method in design of
energy dissipation pads and therefore we made the judgment decision to use this
approved and accepted method.
We have revised the impact map to show two existing spoil pile areas that we
desire to remove as part of the overall site construction, but are not part of the
current buffer violation issue. These spoil pile areas are indicated on the impact
map as Areas "B" and "C". It is my understanding that removal of existing spoil
piles is an exempt activity but must be mitigated with plantings.
¦ Attached is an overall site plan of the property showing all property lines and
proposed site improvements
¦ The proposed Wilson Memorial Service funeral home is located on a 5.43 acre tract
of land. Upon completion of site improvements the total percentage of impervious
area will be 19.52% as shown on the attached site plan.
¦ There are no storm water outfalls planned for this project. All drainage discharged
from the proposed improvements will be discharged as sheet drainage.

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]

¦ As noted above all drainage from the site will be sheet drainage, with no directed
flow or discharge from storm drainage pipes with the exception of the 36-inch
diameter pipe that is being installed to provide access to the site across the existing
stream and Neuse Buffer

I trust that the above information will address any issues that remain concerning this
project. If you should have any questions concerning any of the above, please feel free to
call me at 291-8887.

Respectfully,

f tton & Associates, P.A.
utton, PE
Mitchell
Ken Schuster

WETLANDS 1401 GROUP

140 V 2003

WATER QUALITY SECT1014
THOMAS YELVERTON CO
D6.1392 PG 807 /
PIN: 3713-64-1182
ZONED 0&R-2
Way /
w
w~
SITE LOCATION

i / Jy
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A
NE USE B UFFER /
AREA OF IMPACT AREA OF IMPACT /
ZONE 1 - 2886 \ 4158 sq ft
ZONE 2 - 1159
/
AREA OF IMPACT / NB zO1C -NB-
978 sq ft -47-
AREA OF IMPACT NB
1797 sq ft + -
494n_
to be re-seeded and
replanted with 5 new
hardwood trees
NB 43 Aa
41-
EXIST 36'0 HPDE PIPE'w INV. 38.35=~
INV. 39.00 ,l
CONC END WALL
X72' - CONC END WALL -
2 NB QN -
N69-27'54"'E'

FIE,~,&9TRgAM DRIVE LINEAR AREA ~ ONE
OF IMPACT ~j
QC ,jz .a~,~d 94 LF
s
4'72 sq ft
~ <f = ImPact Map for
Wilson Memorial Service
Wilson Count Wilson, NC
40' 20' 0 40' ao' Herring-Sutton & Associates, P.A.
ENGINEERS SURVEYORS PLANNERS
L \02PRDJ\4160\4160-LDDT\drg\4160B-S1TE.dwg 08/05/2003 11,04-30 AM EDT 2201 NASH ST NW WILSON, N.C. 27896 TEL. [phone]

Dan L. Shackleford
PO Bog 7185
Wilson NC 27895
252.237.1909
danshacncoeentral.com

August 25, 2003

John L. Holley, Jr.3
Regional Engineer, Land Quality Sec
NCDENR AUG 2003
1628 Mail Service Center
Raleigh NC 27699-1628~r'1lo~~1Ut!~

Dear Mr. Holley,

You wrote me on July 25, 2003, noting problems with my property at 2811 Fieldstream
Drive, Wilson. Your Joe Dupree had inspected the lot at that time.

I followed your directions to contact DWQ and a representative, Mr. Moran, visited with
me on site. He explained the stream violations. There are copies attached to note
correspondence with that agency in the past 30 days.

I under„~U-Id t iere has been communications with Herring & Sutton, Engineers, to Steve
Mitchell, DWQ, on the matter. The firm directed I sign an August 14 letter to
accompany their communications to Mr. Mitchell.

I continue my desire/determination to follow the law. Rather difficult to follow through
personally with communications at hand, but I am trying.

Thank You,

Aw TL6
Dan L. Shacklef d

cc: Steve Mitchell
Ken Schuster
John Dorney
Ronnie L. Sutton
Richard R. Herring

AC04V Dewey Allen

I
I

file:///Untitled

Mr. Shackleford, In efforts trying to reach Steve Mitchell of the Raleigh Regional office, It has come to
my attention that Mr. Mitchell is in efforts with Hurricane Releif and complaints. Mr. Danny Smith and
myself, sat down this morning to discuss your situation. I will be sending a letter via fax and by mail to
your attention to discuss the continuation of your project. I apologize for the inconvenience this has
caused you.
Respectfully,
Mike Horan
Environmental Tech.

Dan Shackleford wrote:

MIKE,

I HOPE THIS CAN BE DONE VERY, VERY SOON. I AM FEELING THE
EFFECTS OF THE DELAY. I

HAVE A BANK LOAN - NO SOURCE OF INCOME TO SUSTAIN AND EMOTIONALLY
WITH THE

PUBLIC AS I TRY TO EXPLAIN THE DELAY.

THANK YOU,

Dan Shackleford

Original Message
From: "Mike Horan" <[e-mail]>
To: "Dan Shackleford" <[e-mail]>
Sent: Friday, September 12, 2003 11:32 AM
Subject: Wilson Memorial

> The status of your project is that it will be needed to be reviewed by
> the Raleigh Regional Office and myself.

I
I
I of 1 9/23/2003 11:14 AM

r ~

Dan L. Shackleford
PO Box 7185

Wilson NC 27895
252.237.1909
danshac(acocentral.com

August 25, 2003 lam

AUG 2 9 2003
Ken Schuster x'11-1 -RQUJIL) TYSCL
Water Quality Supervisor

NC Dept of Environment & Natural Resources
1628 Mail Service Center
Raleigh NC 27699-1628
Dear Mr. Schuster,

I signed for and acknowledge receipt at USPO on August 21, 2003, your certified with
return receipt requested letter to me dated August 15 and postmarked August 18. A copy
of your letter is being hand-delivered today to Herring & Sutton Engineers (Richard R.
Herring and Ronald E. Sutton) whose firm has been engaged at the outset for this project.

I note on page two in which you require a response in writing within 20 days - which is
September 10, 2003. I have engaged a licensed engineering firm for this project and shall
request their response to you on my behalf with a copy to me.

You asked that I contact Mr. Horan if I have questions. By the enclosed copy, you will
see I am communicating with him for information.

I continue my desire/determination to follow the law. Rather difficult to follow through
personally with communications at hand, but I am trying.

Thank You,

4 J2L~
Dan L. Shackl ford

cc: Steve Mitchell
John Dorney
John L. Holley, Jr.
Michael Horan ?
Richard R. Herring
Dewey Allen

i

Michael F. Easley, Governor
OF WATF/~ William G. Ross Jr., Secretary
\O~ QG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
vj
(W r-
> Division of Water Quality
O
I
August 15, 2003
Certified Mail
Return Receipt Requested
Dan L. Shackleford
PO Box 7185
Wilson, NC 27895
Subject: Notice of Violation
Wilson Memorial
Wilson County
NBRRO # 03-182
Subject Water Body: Unnamed Tributary to Toisnot Swamp
(Classification: 27-86-11-(4.5), WS-III NSW CA, 030407)
Dear Mr. Shackleford:
On August 7, 2003 Michael Horan of the Central Office of the Division of Water Quality (DWQ) conducted
a site visit of your property located on 2811 Fieldstream Drive in Wilson County. During the site visit, the
investigator made observations of the impacts associated with the removal of vegetation along
approximately 120 feet of the subject stream at a proposed stream/road crossing.
The subject site inspection revealed a buffer violation and merits an additional information request for the
following items: 1) Neuse River Riparian Buffer zone violations and 2) Failure to secure a 401 permit from
the Division of Water Quality.
Item 1.Neuse River Riparian Buffer Rule
The Neuse River Basin is a basin that is subject to riparian (streamside) buffer rules. The purpose of the
rule is to protect and preserve riparian buffers within the basin and to maintain the nutrient removal
functions of the streamside areas necessary to protect surface waters. The Rule applies to the 50-foot
wide riparian buffers directly adjacent to surface waters (intermittent streams, perennial streams, lakes,
ponds, and estuaries). The protected riparian buffer has two zones as follows: (a) Zone 1 [measured
from stream bank landward for 30 feet] shall consist of a vegetated area that is undisturbed except for
uses provided for in Subparagraph (6) of 15A NCAC 2B .0233, and (b) Zone 2 [the outer 20 feet,
landward from the outer 30 foot edge of zone I ] shall consist of stable vegetated area that is undisturbed
except for activities and uses provided for in Subparagraphs (4) and (6) of 15A NCAC 2B .0233.
Item 2. Failure to-Secure a 401 Water Quality Certification
A file review indicates that the U.S. Army Corps of Engineers (COE) has not authorized use of a
Nationwide Permit for this activity nor has notification been provided by the Corps of Engineers. The
review confirmed that no Pre-construction Notification had been received by the Division of Water Quality
for this project and no 401 Water Quality Certification has been issued, nor is the activity covered by a
General 401 Water Quality Certification. A 401 Water Quality Certification is required for the above-
mentioned impacts pursuant to 15A NCAC 2H .0500.
As a result the following riparian buffer rule violations are noted:
The clearing of vegetation that has occurred along approximately 120 feet of stream is a violation of the
requirements that Zone I and Zone II consist of stable, vegetated area that is undisturbed except for
activities and uses provided for in Item (6) of the Rule. Notification was not provided to DWQ prior to the W1%

Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service N
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-800-623-7748

r ,

Page Two
Wilson Memorial NOV
riparian zone impacts and no Variance or Practical Alternative Request was received prior to the Riparian
Zone impacts.

This Office requests that you respond in writing within 20 days of receipt of this Notice. Your response
should be sent to this office, at the letterhead address. Your response should address the following
items:
Please indicate in your response when and how these impacts occurred and provide a schedule with
dates detailing when streamside area will be restored.

With respect to your restoration plan, the following components are required to be included and
implemented:
- Riparian Zone - A planting plan must be developed such that, at least two native hardwood tree
species be planted at a density sufficient to provide 320 trees per acre at maturity. Your plan must
include the types of native woody vegetation selected, methodology of planting, and site map
indicating the location of the plantings, and how you plan to stabilize disturbed streamside areas. (It
is required that you secure written approval prior to removing any riparian buffer vegetation in your
restoration efforts.)
Prior to any future or additional impacts to the stream and /or Riparian Buffer, you must notify the Division
of Water Quality with a complete Pre-Construction Notification form prior to construction,
I
Thank you for your attention to this matter. This Office is considering sending a recommendation for
enforcement to the Director of the Division of Water Quality regarding these issues and any
future/continued violations that may be encountered. Also, your above-mentioned response to this
correspondence will be considered in this process. This Office requires that these violations, as detailed
above, be abated immediately. It should also be noted, that these violations and any future violations
could be subject to civil penalty assessment of up to $25,000.00 per day for each violation. Should you
have any questions regarding these matters, please contact Michael Horan at [phone].
Sincerely

eol_ Ken Schuster
Water Quality Supervisor
cc:
DWQ Non-Discharge Compliance
Wetlands/401 Unit -Danny Smith
Steve Mitchell Raleigh Regional Office.
US Army Corps of Engineers - Raleigh Field Office

NC DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER QUALITY - RALEIGH REGIONAL OFFICE
1628 MAIL SERVICE CENTER
RALEIGH NC 27699-1628 ; r~sieR $4,42
I I oil A. 1.1111.1. 11 .111 AUG 18 2003
US POSTAGE
FIRST CLASS
7002 0860 0006 58 r S MAILED FROM 27607
f 011 A0413001376
DAN L. SHACKLEFORD
PO BOX 7185
WILSON NC 27895

ti

r

Dan L. Shackleford
PO Box 7185

Wilson NC 27895
252.237.1909SOUP
danshac(a_.cocentral.com
AUG 2 2003
August 25, 2003 ~/r'TER QuALf I~
C SECTION

Michael Horan
DWQ, Wetlands / 401 Unit
NC Dept of Environment & Natural Resources
1628 Mail Service Center
Raleigh NC 27699-1628
Dear Mr. Horan,

I telephoned your office on August 6 at the direction of a letter from John Holley dated
July 25, 2003, which arrived August 1, 2003. You visited my property at 2811
Fieldstream Drive, Wilson, on August 7 and explained the law. I am thankful for the
information.

You promised to return to Raleigh and e-mail your findings on the 8th so I could share
with others locally leading to a speedy correction. That e-mail never arrived nor any
correspondence that it would not be sent.

Your letter of August 13 - and postmarked August 21 - finally arrived to my mail box on
August 22. That letter refers to two pages; it contained page 1 only.

I continue my desire/determination to follow the law. Rather difficult to follow with
communications at hand, but I will try. If you will kindly complete your promises, I will
share same day receipt with the local engineering firm who have been working on the
project for several months now.

Thank You,

Dan L. Shackleford
cc: Steve Mitchell
John Dorney
John L. Holley, Jr.
Ken Schuster
Richard R. Herring
Dewey Allen

~I

I'
NC DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
I DIVISION OF WATER QUALITY RALEIGH REGIONAL OFFICE
1628 MAIL SERVICE CENTER ~-r t ;_l1-r! ~ ~V C US. 70 7Tr.G`
RALEIGH NC 27699-1628 C t 1. r~ } f tl 1
CDU
rl C H M TEP 71,0827

NIR DAN SHACKLEFORD
POST OFFICE BOX 7185

fI WILSON NC 27895
I

t"'~ ~~l"~t'iti• i 1~L7 fit~l'1tItI11111~1111111'~iltl'~It~"ll'1t'{'IIt1~It11'II'1't~

`c.

t QHerrin^, Sutton
associates, p.a.

ENGINEERS • SURVEYORS • PLANNERS
August 25, 2003

Mr. Michael Horan i r;7'rJ7 ~Ai
Raleigh Regional Office
NCDENR-DWQ SEP ° :6 2003
1628 Mail Service Center
Raleigh, NC 27699-1628 iN1

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration

Dear Michael:

In response to a N.O.V. issued by the Division of Water Quality on August 15, 2003, we
have prepared an impact map showing the location of the abandoned temporary drive
crossing and the location of the proposed permanent crossing along a buffer stream
tributary to Toisnot Swamp. Approximately 1608 square feet of Zone 1 Neuse River Buffer
was impacted by the temporary drive crossing as shown on the attached impact map. Base
upon DWQ buffer restoration criteria of 500 trees per acre we are proposing to plant
twenty (20) hardwood seedlings consisting of the following three varieties, black willows,
red maple, and river birch. The Zone 2 area will be reseeded and mulched without
fertilizer. Any disturbed areas along the stream bank will be seeded and mulched without
fertilizer and a straw with net temporary liner will be used to hold the seeding and
mulching in place until a vegetated grass stand is established. Restoration of the stream
bank and any other seeding will be accomplished in September while the tree planting will
be scheduled for December, 2003.

The permanent crossing will be limited to a total length of 40 feet in which we propose to
construct 31 feet of 36-inch diameter HPDE pipe, two concrete headwalls, and a 9 foot
long energy dissipation pad. The energy dissipation pad design is based upon the NYDOT
method of design.
If you should have any questions or need additional information, please feel free to call at
291-8887.

Respectfully,
Hem Sutton & Associates, P.A.

Ro ie L. Sutton, PE
Cc :Dan Shackleford

2201-A Nash Street North • Wilson, North Carolina 27896 • [phone] • Fax [phone]
i

AUG. -25' 031MON) 08:45 NGDENR RRO TEL:[phone] P. 002
WA T William G. Ross Jr.. Secretary
Q North Carolina Department of Envlrerlment and Natural Resources
Q G Alan W. Klimek, P.E. Director
[r j r Divislon of Wier Quality
Q

August 15, 2003

Certified Mail
Return Receipt Requested
Dan L.. Shackleford
PO Sox 7185
Wilson, NC 27895
Subject: Notice of Violation
Wilson Memorial
Wilson County
NBRRO ir", 03-1 B2
Subject Water Body: Unnamed Tributary to Toisnot Swamp
(Classification: 27.86-11-(4.5), WS-lil NSW CA. 030407)
Dear Mr. Shackleford:
On August 7. 2003 Michael Horan of the Central Office of the Division of Water Quality (DWQ) conducted
a site visit of your property located on 2811 Fieldstream Drive in Wilson County. During the site visit. the
investigator made observations of the impacts associated with the removal of vegetation along
approximately 120 feet of the subject stream at a proposed stream/road crossing.
The subject size inspection revealed a buffer violation and merits an additional information request for the
following items: 1 I Neuse River Riparian Buffer zone violations and 2) Failure to secure a 401 Dermlt from
me Division of Water Qualirv.
item 1.Ne se River ' l2arian Buffer Aul
The Neuse River Basin is a basin that is subject to riparian (streamside) buffer rules. The purpose of the
rule is to protect and preserve riparian buffers within the basin and to maintain the nutrient removal
functions of the streamside areas necessary to protect surface waters. The Rule applies to the 50-foot
wioe riparian buffers directly adjacent to surface waters (intermittent streams, perennial streams. lakes,
ponds, and estuaries). The protected riparian buffer has two zones as follows: (a) Zone 1 (measured
from stream bank landward for 30 feet) shall consist of a vegetated area that is undisturoed except for
uses provided for in Subparagraph (6) of 15A NCAC 2B .0233, and (b) Zone 2 [the outer 20 feet,
landward from the outer 30 foot edge of zone 1 I shall consist of stable vegetated area that Is undisturoed
except for activities and uses provided for in Subparagraphs (4) and (6) of 15A NCAC 2B .0233.
Fall n In Sc na 0 e
A file review indicates that the U.S. Army Corps of Engineers (COE) has not authorized use of a
Nationwide Permit for this activity nor has notification been provided by the Corps of Engineers. The
review confirmed that no Pro-construction Notification had been received by the Division of Water Quality
for this project and no 401 Water Quality Certification has been issued. nor is the activity covered by a
General 401 Water Quality Certification. A 401 Water Quality Certification Jr. required for the above-
mentioned Impacts pursuant to 15A NCAC 2H .0500.
As a result the following riparian buffer rule violations are noted:
The clearing of vegetation that has occurred along approximately 120 feet of stream is a violation of the
requirements that Zone 1 and Zone 11 consist of stable, vegetated area that is undisturbed except for
activities and uses provided for in Item (6) of the Rule. Notification was not provided to DWQ prior to the w4pA
t~EAct
Raleigh Regional Office 1628 Mall Servtco Center phone [phone] C Istomer Se 8 e
Wiver Quality Section Rbieigh, NC 27699.1626 facsimlla [phone]

AUG. -25' 03 NON) 08:46 NGDENR RRO TEL:[phone] P.003

'I

Page Two
Wilson Memorial NOV
riparian zone impacts and no Variance or Practical Alternative Request was received prior to the Riparian
Zone impacts.
This Office requests that you respond in writing within 20 days of receipt of this Notice. Your response
should be sent to this office, at the letterhead address. Your response should address the following
items:
Please indicate in your response when and how these impacts occurred and provide a schedule with
dates detailing when streamside area will be restored.

With respect to your restoration plan. the following components are required to be included and
implemented:
Riparian ?one - A planting plan must be developed such that, at least two native hardwood tree
species oe planted at a density sufficient to provide 320 trees per acre at maturity. Your plan must
tncluoe the types of native woody vegetation selected, methodology of planting, and site map
indicating the location of the plantings, and how you plan to stabilize disturbed streamside areas. (It
is reduirec that you secure written approval prior to removing any riparian buffer vegetation in your
restoration efforts.)
Prior to anv future or additional impacts to the stream and !or Riparian Buffer, you must notify the Division
of Water Ouaiity with a complete Pre-Construction Notification form prior to construction.

Thank you for your attention to this matter. This Office is consiaertng sending a recommenaation fcr
enforcement to the Director of the Division of Water Quality regarding these issues and any
tutu reicontinu e a violations that may be encountered. Also. your aoove-mentioned response to this j
correspondence will be considered in this process. This Office requires that these violations. as detailed `
above. be aomed immediately. It should also be noted, that these violations and any future violations
could be subject to civil penalty assessment of up to S25.000.00 per day for each violation. Should you
have any questions regarding these matters, please contact Michael Horan at [phone].
Sincerely

Ken Schuster `
- Water Quality Supervisor
f
cc:
DWQ Non-Discharge Compliance
Wetlands/401 Unit -Danny Smith
Steve Mitchell Raleigh Regional Office.
US Army Corps of Engineers - Raleigh Field Office

r

THOMAS YELVERTON CO
DB.1392 PG 807
PIN: 3713-64-1182
/
ZONED 0&R-2 B "E
°'`•f+°'` SITE

SITE LOCATION / /52z 01

h

I I
I I /

NEUSE BUFFER _ / N$
CROSSING **77 q
J ~ NB ZO1~~ r2

AREA OF IMPACT AREA TO BE SEEDED -
1608 sq ft AND MULCHED _47-
to be re-seeded and ' ZO. _
replanted with 20 new 5 -
hardwood trees LIM, - T~ 49 48
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ENGINEERS SURVEYORS PLANNERS
P:\02PROJ\4160\4160-LDDT\d.g\4160B-SITE.d.g 08/05/2003 t1-04w30 AM EDT 2201 MASH ST NW WILSON, N.C. 27896 TEL. [phone]

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ENGINEERS SURVEYORS PLANNERS
P,\02PROJ\4160\4160-LDDT\drg\41608-S1TE.drQ 08/05/2003 11104,30 /W EDT 2201 NASH ST NW WILSON, N.C. 2A-96 TEL. (252L291-9887

THOMAS YELVERTON CO
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ENGINEERS SURVEYORS PLANNERS
P-\02PRI1J\4160\4160-LDOT\dWg\41608-SITE.d.g 08/05/2003 11:0430 a4 EDT 2201 NASH ST NW WILSON. N.C. 271196 TEL (252)2
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ENGINEERS SURVEYORS PLANNERS
P-\OPPROJ\4160\4160-LDDT\d.g\4160B-SITE.d.g 08/05/2003 11:04-30 An EDT 2201 NASH ST NW WILSON, N.C. 2789E TEL. [phone]

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P,\02PROJ\4160\4160-LDDT\dw0\4160D-SITE.d.g 08/05/2003 M04130 AM EDT 2201 NASH ST NW WILSON, N.C. 278516 TEL. [phone]

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ENGINEERS SURVEYORS PLANNERS
P-\02PROJ\4160\4160-LDDT\drg\41600-S1TE.drg 08/05/2003 1144~30 AM EDT 2201 NASH ST NW WILSON, N.C. 27853 TEL (.^•52)291-88.

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ENGINEERS SURVEYORS PLANNERS
P,\02PRHJ\4160\4160-LDDT\d.g\4160B-S1TE.d.g 09/05/2003 1104:30 AN EDT 2201 NASH ST NW WILSON, N.C. 27896 EL 2291
-8887
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State of North Carolina 1
Department of Environment 0
and Natural Resources = _
Raleigh Regional Office

Michael F. Easley, Governor
William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
July 25, 2003
Dan Shackleford
P. O. Box 7185
Wilson, NC 27896
RE: Wilson Memorial Service
Wilson County
Neuse #1/03-04-07
Dear Mr. Shackleford:

This office has received an Erosion and Sedimentation Control Plan for the subject project as
required by the Sedimentation Pollution Control Act of 1973.
We have performed a preliminary review of your plan and have noted apparent buffer
encroachments subject to the Neuse River Riparian Area Protection and Maintenance Rule (15A NCAC
2B .0233). This rule applies to all perennial and intermittent streams, lakes, ponds, and estuaries in the
River Basin with existing vegetation on the adjacent land or "riparian area." In riparian areas with existing
vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land disturbance or new
development within the first 30 feet of land next to the water (the remaining 20 feet of the total buffer must
be revegetated upon completion of any proposed land-disturbing activity). In riparian areas with existing
vegetation that is less than 30 feet wide, the rule prohibits land disturbance or new development within the
area that contains existing vegetation (but not the entire 50 foot riparian area). Encroachments on the
protected buffers require written approval by the Division of Water Quality (DWQ).
In light of the apparent buffer encroachments shown in your plan, we cannot consider your
application complete until we receive a copy of your DWQ approval or statement of exemption from the
rule. Therefore, we cannot initiate our 30-day statutory review time period until your application is
complete. For more information about this riparian area rule, please contact the DWQ's Wetland/401 Unit
at 919/733-1786 or DWQ in our regional office at 919/571-4700. By copy of this letter we are notifying
them that your project will need their attention.
Upon receipt of your DWQ paperwork and any necessary plan revisions related to DWQ review or
our enclosed checklist, we will process your application for plan approval as soon as possible. If you have
any questions or need additional information, please do not hesitate to contact us. Your cooperation in
this matter is appreciated.
Sinc rely,

J hn L. Holley, Jr., P. CPESC
R gional Engineer
C) Quality Section
JLH/clm
cc: Ken Schuster, PE, DWQ
Ronnie L. Sutton, P.E., Herring-Sutton & Associates, P.A.

1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
i

State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office ' o
AWO
Division of Land Resources
a
Land Quality Section
do-lot
Project Name: t CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
County: Date: 2 2- 2 3
EROSION AND SEDIMENTATION CONTROL PLAN CHECKLIST

To expedite the review process, a cursory review of your submitted Erosion and Sedimentation
Control Plan has been made and has shown the need for additional information as specified below.
To meet our review schedule, any additional information should be received by this Regional
Office no later than Failure to meet this schedule may result in disapproval
of your plan. Please note that this cursory review notes only obvious omissions in the application
and does not infer that all possible application deficiencies have been noted.

LOCATION OF PROJECT.'
Including roads, streets, watercourses, and the same financially responsible party, they shall be
other major landmarks or features considered separate land-disturbing activities.
Show site on USGS Quad & Soils Map SITE DRAINAGE FE-4 TVRES'
Drainage features; existing and planned
GENERAL SITE FFriTURES:
Legend; north arrow, plan scale, erosion (including off-site areas that drain through the
project)
control measures, etc. Size of sub-watershed (Acres)
Property lines and boundaries of total tract Existing and proposed contours Culverts & sewers: size and location
information(Type, special
Limit and acreage of disturbed area Soils characteristics, etc.)
Planned & existing buildings and elevations Name and classification of receiving
Planned & existing road locations and elev. watercourse or name of municipal operator
Geologic features; such as streams, lakes, (where storinwater is discharged)
dams, wetlands, springs, rock outcrops, etc.
Easements & adjoining property uses DESIGN CALCULATIONS:
Profiles; streets, utilities, lateral ditches, etc. Pre & Post-construction runoff calculations for
Stockpile locations each outlet from site (at each discharge
BORROWAND IOR IVASTEARE4S: location)
?
i- If the same person conducts the land - Culverts and storm sewers
~
disturbing activity, that borrow/waste activity shall Open pen channels; existing & planned (include
)
constitute part of the land-disturbing activity, unless Energy dissipators, (include stone size and
the borrow/waste activity is permitted and /or dimensions)
regulated under the Mining Act of 1971, or is a Sediment basins/traps (include dimensions &
landfill regulated by the Division of Solid Waste spillway designs)
Management. If the land-disturbing activity and the
related borrow/waste activity are not conducted by

FINANCIAL RESPONSIB2IT 101YvERSHIP (FR/0): OTHER INFOMfATION.
Completed, notarized FR/O Form Qom- Location of measures, temporary &
Accurate application fee permanent
Certificate of assumed name, if owner is G) -x Construction details of temporary &
a partnership permanent measures
Maintenance requirements of all measures
VEGETATIVE STABILIZATION: Contact persons for maintenance of measures
Methods of soil preparation
Secd types and rates (temporary &
permanent) NARRATIVEAND CONSTRUCTIONSEQUENCE:
Fertilizer type and rates Nature and purpose of the project
Mulch and rates- Construction sequence as it relates to erosion
control, including provisions for installation
of critical measures prior to the initiation of
the land-disturbing activity: all maintenance
measures; and removal of measures after
areas they serve have been permanently
stabilized.
OTHER INFORMATION Teo ~F A.,~~ P _ S-rpG~P \ ~L
2 ~~U IaST P,-r- " S. 2 P v + Sti>PP T 0,Nt-GS E'pe-
3 4, „ \-A%,> PC p\ Ss \ P • 3 T \ 'r L S I F c.r.
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sx 1ST \ ~i -A \ f'i'r P I OAT S ~A.i _ O~ ~~Oe~sT(~ T~ ~1 1~~ rv~ STS

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REVIEWER:-

1628 Mail Service Center, Raleigh, N.C. 27699-1628 Telephone [phone] *Fax [phone]

MOM

Pipe Outlet to Flat Area-
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3 0 A A

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TOP ELEVATION OF STORMWATER

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DESK OF SPILLWAYS
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REVISIONS - - -
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DATE DESCR
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OF W AT ~R Michael F. Easley, Governor
William G. Ross Jr., Secretary
\O~ QG North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
] Division of Water Quality
Coleen H. Sullins, Deputy Director
0 .,,r•'""~"''., Division of Water Quality
September 29, 2003
NBRRO #03-182

CERTIFIED MAIL [AIC
RETURN RECEIPT REQUESTED I L; DS/ 401 GROUP

Dan L. Shackleford OCT - 2003
PO Box 7185
Wilson, NC 27895 WATER QUAL'TYSECnON

Subject: Wilson Memorial, 2811 Fieldstream Dr. Wilson County

Dear Mr. Shackleford:

On Aug. 28, 2003, the Division of Water Quality received your letter, dated August 25, 2003,
stating that the Notice of Violation response would be handled by Herring & Sutton Engineers.
On September 5, 2003 we received a letter of correspondence from Herring & Sutton Engineers,
regarding the Notice of Violation written on Aug. 15, 2003. We appreciate your efforts in
expediting the restoration process. Unfortunately, only part of the NOV was responded to. The
following additional information is required to continue the review process:

1. Item 2 Failure to Secure a 401 Water Quality Certification

A file review indicates that the U.S. Army Corps of Engineers (COE) has not authorized use of
a Nationwide Permit for this activity nor has notification been provided by the Corps of
Engineers. The review confirmed that no Pre-construction Notification had been received by the
Division of Water Quality for this project and no 401 Water Quality Certification has been
issued, nor is the activity covered by a General 401 Water Quality Certification. A 401 Water
Quality Certification is required for the above-mentioned impacts pursuant to 15A NCAC 2H
.0500.

In addition, you should obtain or otherwise comply with any other required federal, state or

local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, Non-discharge, and Land Quality regulations.

1. Please contact the US Army Corps of Engineers and indicate which 404 Permit they
woulduseto authorize this project.

2. Explain the need for the NYDOT method of design for the energy dissipation pad and not
the NCDOT.
NCOENR
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone] Customer
Service
1-877-623-6748

3. Please show all buffer impacts (ie: removal of fill, trees and grading).

4. Please indicate proposed lot layout as overlays on site plan.

5. Please specify the percent of project imperviousness area based on estimated built-out
conditions.

6. Please indicate all stormwater outfalls on the site plan.

7. Please indicate the diffuse flow provision measures on site plan.

Please provide 7 copies of the following information. In particular as described in 15A
NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to
determine your projects' compliance with 15A NCAC 2H .0500.

If you have any questions or would like to acquire copies of our rules or procedural materials
please telephone Steve Mitchell at 919-571-4700 and/or Michael Horan at 919-733-1786. This
project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do not
hear from you by writing within three (3) weeks we will assume you no longer want to pursue
the project and will consider it withdrawn.

Respectfully,

Ken Schuster
Water Quality Supervisor

CC: Herring & Sutton Association, PA
2201-A Nash Street North
Wilson, NC 27896

DWQ Non-Discharge Compliance
Wetlands/401 Unit-Michael Horan
US Army Corps of Engineers- Raleigh Field Office

NCDEhR
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone] Customer
Service
1-877-623-6748

OF W ATF9 Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
[ Alan W. Klimek, P. E. Director
Division of Water Quality
~C
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 13, 2003
NBRRO # 03-182
Wilson County
Page 1 of 2
Mr. Dan Shackleford
PO Box 7185
Wilson, NC 27895
Subject Property: 2811 Fieldstream Dr. (Map, Block and Lot: 052 0010021) off of Hwy 58/Nash Street in Wilson,
NC, (Unnamed Tributary to Toisnot Swamp (Classification: 27-86-11-(4.5), WS-III NSW CA,
030407)
On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 21B .0233)
Dear Shackleford:
On August 7, 2003, at your request I conducted an on-site determination to review a stream feature located on
the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The stream feature is labeled as
"A" on the attached map initialed by me on August 13, 2003. During my review I evaluated the stream using the Wilson
County Soils and the Winstead Crossroads Quad USGS topographic maps. This feature becomes protected at the
westward end of property approximately 10 ft. from the road and continues East/ Northeast off property. (See attached
maps).
The DWQ has determined that the stream labeled as "A" on the attached map is at least "Intermittent" and
is subject to the Neuse Buffer Rule. (15A NCAC 2B .0233) This stream and associated buffers should be identified on
any future plans for this property. The owner (or future owners) should notify the DWQ (and other relevant agencies) of
this decision in any future correspondences concerning this property.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers.
Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have any
additional questions or require additional information please call me at [phone]. Any disputes (e.g., appeal
requests) over this on-site determination shall be referred to the Director in writing c/o of John Dorney, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260.
Sincerely,

\ IQZZ~-

" Michael Horan,
DWQ, Wetlands / 401 Unit

cc: Steve Mitchell, DWQ Raleigh Regional Office
File Copy
Central Files
NBRRO # 03-182

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/ncweUands/

0~ WAT~R Michael F. Easley, Governor
O~ QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
4DIJIG. Alan W. Klimek, P. E. Director
Division of Water Quality
y`~y
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 13, 2003
NBRRO # 03-182
Wilson County
Page 1 of 2
Mr. Dan Shackleford
PO Box 7185
Wilson, NC 27895
Subject Property: 2811 Fieldstream Dr. (Map, Block and Lot: 052 0010021) off of Hwy 58/Nash Street in Wilson,
NC, (Unnamed Tributary to Toisnot Swamp (Classification: 27-86-11-(4.5), WS-III NSW CA,
030407)
On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 213 .0233)
Dear Shackleford:
On August 7, 2003, at your request I conducted an on-site determination to review a stream feature located on
the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The stream feature is labeled as
"A" on the attached map initialed by me on August 13, 2003.
At your request, I conducted an on-site determination as stated above. During my review I evaluated the stream
using the Wilson County Soils and the Winstead Crossroads Quad USGS topographic maps. This feature becomes
protected at the most westward end of property approximately 10 ft. from the road and continues East/ Northeast off
property. (See attached maps).
The DWQ has determined that the stream labeled as "A" on the attached map is at least "intermittent" and
is subject to the Neuse Buffer Rule. (15A NCAC 2B.0233) This stream and it's associated buffers should be identified
on any future plans for this property. The owner (or future owners) should notify the DWQ (and other relevant agencies)
of this decision in any future correspondences concerning this property.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers.
Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have any
additional questions or require additional information please call me at [phone]. Any disputes (e.g., appeal
requests) over this on-site determination shall be referred to the Director in writing c/o of John Dorney, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260.
Sincerely,

Michael Horan,
DWQ, Wetlands/ 401 Unit

cc: Steve Mitchell, DWQ Raleigh Regional Office
File Copy
Central Files
NBRRO # 03-182

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/

~ TI.CY

Herrin Sutton
associates, p.a.
ENGINEERS *SURVEYORS- PLANNERS

August 25, 2003
NETW,MSp
.fl1 OUP
Mr. Michael Horan AUG YUIJ3
Raleigh Regional Office
NCDENR-DWQ :MATER QUALITYSECI IUN
1628 Mail Service Center
Raleigh, NC 27699-1628

Subject: Wilson Memorial Service
Neuse Buffer Temporary Crossing Restoration

Dear Michael:

In response to a N.O.V. issued by the Division of Water Quality on August 15, 2003, we
have prepared an impact map showing the location of the abandoned temporary drive
crossing and the location of the proposed permanent crossing along a buffer stream
tributary to Toisnot Swamp. Approximately 1608 square feet of Zone 1 Neuse River Buffer
was impacted by the temporary drive crossing as shown on the attached impact map. Base
upon DWQ buffer restoration criteria of 500 trees per acre we are proposing to plant
twenty (20) hardwood seedlings consisting of the following three varieties, black willows,
red maple, and river birch. The Zone 2 area will be reseeded and mulched without
fertilizer. Any disturbed areas along the stream bank will be seeded and mulched without
fertilizer and a straw with net temporary liner will be used to hold the seeding and
mulching in place until a vegetated grass stand is established. Restoration of the stream
bank and any other seeding will be accomplished in September while the tree planting will
be scheduled for December, 2003.

The permanent crossing will be limited to a total length of 40 feet in which we propose to
construct 31 feet of 36-inch diameter HPDE pipe, two concrete headwalls, and a 9 foot
long energy dissipation pad. The energy dissipation pad design is based upon the NYDOT
method of design.

If you should have any questions or need additional information, please feel free to call at
291-8887.

Respectfully,
Hem* Sutton & Associates, P.A.

Ro ie L. Sutton, PE
Cc :Dan Shackleford

I

220 • Wilson North Caroling 27896 [phone] • Fax [phone]
1 -A Nash Street North ~

AUG. -2,' 03 OWN) 08:45 NODENR RRO TEL:[phone] - „r , F. Uu1
o f WATP9 William 0. Ross Jr- Serecary
C 0 North Carolina Deportment of Environment and Nclural Resources
~0 G Alan W. Klimek, P.E. Director
Divislon of Water Quality
/1 Y

August 15, 2003

Certified Mail
Return Receipt Roquested
Dan L. Shackleford
PO Box 7185
Wilson. NC 27895
Subject: Notice of Violation
Wilson Memorial
Wilson County
NBRRO it 03-182
Subject Water Body: Unnamed Tributary to Toisnot Swamp
(Classification: 27.86-11-(4.5), WS-III NSW CA. 030407)
Dear Mr. Shackleforc:
On August 7. 2003 Michael Horan of the Central Office of the Division of Water Quality (DWQ) conducted
a site visit of your property located on 2611 Fleldstream Drive in Wilson County. During the site visit. the
investigator made observations of the impacts associated with the removal of vegetation along
approximately 120 feet of the subject stream at a proposed stream/road crossing.
The subject site inspection revealed a buffer violation and merits an additional information request for the
following, items: 1) Neuse River Riparian Buffer zone violations and 2) Failure to secure a 401 permit from
the Division of W2ter Quality.
Item 1.Neuse River Riparian Buffer Rule
The Neuse River Basin is a basin that is subject to riparian (streamside) buffer rules. The purpose of the
rule is to protect and preserve riparian buffers within the basin and to maintain the nutrient removal
functions of the streamside areas necessary to protect surface waters. The Rule applies to the 50-toot
wioe npartan buffers directly adjacent to surface waters (intermittent streams, perennial streams, lakes,
panes. and estuaries). The protected riparian buffer has two zones as follows: (a) Zone 1 (measured
from stream bank landward for 30 feet) shall consist of a vegetated area that is undisturoed except for
uses provided for In Subparagraph (6) of 15A NCAC 2B .0233, and (b) Zone 2 [the outer 20 feet,
landward from the outer 30 foot edge of zone I I shall consist of stable vegetated area that is undisturoed
except for activities and uses provided for in Subparagraphs (4) and (6) of 15A NCAC 2B .0233.
Item 2 FnilurA to Se urn a 401 Water Quality Certification
A file review indicates that the U.S. Army Corps of Engineers (COE) has not authorized use of a
Nationwide Permit for this activity nor has notification been provided by the Corps of Engineers. The
review confirmed that no Pro-construction Notification had been received by the Division of Water Quality
for this project and no 401 Water Duality Certification has been issued, nor is the activity covered by a
General 401 Water Quality Certification. A 401 Water Quality Certification Is required for the above-
mentioned Impacts pursuant to 15A NCAC 2H.0500.
As a result the following riparian buffer rule violations are noted:
The clearing of vegetation that has occurred along approximately 120 feet of stream Is a violation of the
t` requirements that Zone I and Zone II consist of stable, vegetated area that is undisturbed except for
1- activities and uses provided for In Item (6) of the Rule. Notification was not provided to DWQ prior to the "XI-VLl
I'dI Et\ct
Raleigh Regional Office 1628 Mail Service Center phone [phone] customer enA e
Wnlar Quality Section Rbleigh, NC 27699.1e:6 lacEimlla [phone]

1
~ I~

AUG. -25:03 0N) 08 4G NGDENR RRO TEL:919 b 11 4/18 r. M

Page Two
Wilson Memorial NOV
riparian zone impacts and no variance or Practical Alternative Request was recelved prior to the Riparian
Zone Impacts.
This Office requests that you respond in writing within 20 days of receipt of this Notice. Your response
should be sent to this office, at the letterhead address. Your response should address the following
items;
Please indicate In your response when and how these Impacts occurred and provide a schedule with
dates detailing when streamside area will be restored.

With respect to your restoration plan, the following components are required to be incluaed and
implementea:
Riparisr. Zone - A planting plan must be developed such that, at least two native hardwood tree
soacies oe planted at a density sufficient to provide 320 trees per acre at maturity. Your plan must
tnciuee the types of native woody vegetation selected, methodology of planting, and site map
indicating the location of the plantings, and how you plan to stabilize disturbed streamside areas. (It
is reauirec that you secure written approval prior to removing any riparian buffer vegetation in your
restoration efforts.)
Prior to anv future or additional impacts to the stream and for Riparian Buffer, you must notify the Division
of Water duaiity with a complete Pre-Construction Notification form prior to construction.

Thank you for vour attention to this matter. This Office is considering sending a recommencanon fcr
enforcement to the Director of the Division of Water Quality regarding these issues and any
futurelcontinuea violations that may be encountered. Also. your above-mentioned response to this j
correspondence will be considered in this process. This Office requires that these violations. as detailed
above. be abated immediately. It should also be noted, that these violations and any future violations
could be subject to civil penalty assessment of up to S25.000.00 per day for each violation. Should you
have any questions regarding these matters, please contact Michael Horan at [phone].
Sincerely
L'0-
Ken Schuster
Water Quality Supervisor
r

DWO Non-Discharge Compliance
Wetlands/401 Unit -Danny Smith
Steve Mitchell Raleigh Regional Office.
US Army Corps of Engineers - Raleigh Field Office

i

THOMAS YELVERTON CO
DB.1392 PO 807
PIN: 3713-64-1182
ZONED 0&R-2 Nc~g~l43•~$ E /
i SITE
J~
h J ~
SITE LOCATION

i
CS 7

t• / /fib

I I / M

NE USE BUFFER
L CROSSING ZONE 2 "r
AREA OF IMPACT AREA TO BE SEEDED 4e=4i---
1608 Sq ft AND MULCHED /
1gE -
to be re-seeded and z6*T
replanted with 20 new ' - 5 5
hardwood trees 6 49 48
4s-~!
_ L=9.0
W=9.0'
T=2.0' CLASS "B" STONE ~39~ f
f 25.0o'
-
(PROP 36'0 HPDE PIPE =f_ } INV. 38.35
~ 43.E •
U INV. 39.00
ZT$
a-Yom.".s:"` 4000 ti,}r CONC END WALL
r•
C-X D WALL R-:
N69'27'S4 E C -
H •~t•~ i, j cY~~ ~ 2 • .
mrr 'MU Tom Simi \ 0 `
FTFTDS?'RFAM DRI "D /fl,_""
"D RUD" IN PLICI
,%smeoti460',R/W) 111TH STRAW S/NST LTNBR
S'
1F Impact and Restoration Map fo
Wilson. 'Memorial Service
SJo~' Wilson "County Wilson, NC
0 40' 80' Herrin- ,"4.;r; & Associates, P.A.
'NGI',rEcRS PLANNERS
'\6.9\41i0B-SITEAd Q 08/03/2003 1144~3a rw EOT 2201- 1'1.x« C1 Nh/ WhISON• N.C. 278.16 TEL. C 2~2.%1-8887

DWQ# Date 0 Who Reviewed:
~r
1
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopWl"1r the site plan.
Please indicate all buffer impacts on the site plan. ~ - In

? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.

? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.

? Please provide the location of any proposed stormwater management practices as required by GC
Please provide detail for the stormwater management practices as required by GCS t_4_JJtA- $
b
1 6,o
? Please specify the percent of project imperviousness area based on the estimated built-out conditions. I P '0 yvQ~,~
Please indicate all stormwater outfalls on the site plan. To , V VA
Ct(
I ((1!11(2 ~~i`~1IS.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over I acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.

? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation

? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.

JA- `}fie K o-~ v 1 a4W (s5tkQ ~ M' (3-9'

LEGEND
• EXISTING IRON PIN 0 NEW IRON PIN
• NO IRON PIN ¦ EXISTING CONC, MON,
0 NEV CONC, MDN, ~ P,K, NAIL CURVE TABLE
~ RAILROAD SPIKE CURVE LENGTH RADIUS CHORD BEARING CHORD
s PROPOSED SEWER SERVICE C1 26.68 447,67 " S89 47 09 E 26.68
Q EXISTING MANHOLE C2 236.33 602.96 234 S80 41 37 W .82 ~
PROPOSED WATER METER z
pQ EXISTING VALVE ',n R~vE s o
BAP PROPOSED BACK-FLOW PREVENTER ~OSTREP
B•4t•a PROPOSED SILT FENCE F'~ SITE
PROPOSED TEMP, STONE CONSTRUCTION ENTRANCE ,
SITE DATA
® PROPOSED ENERGY DISSIPATION PAD ~ THOMAS YELVERTON CO EVERGREEN MEMORIAL GARDENS LOT AREA , 5.43 AC,
D61392 PG 807 ~ PIN: 3713-64-5540 i ZONED RA-12S PIN: 3713-64-1182 IMPERVIOUS AREA , , 1,06 AC. (19.52%) ZONES , , D-3 do RA-8S
zoNED o&R-2 ~tg"E ~ 64'03'18" PHASE D STORAGE _ Ngg43 ~ , N N 64'03'18» E ^ BUILDING AREA ....6000 SF Vicinity Map N AUDITORIUM SEATING .150 SEATS
BUILDING ~ - ~ ~8,p1 210.00' 2 W, 210.00' 0 a REQ'D PARKING , , , , 38 SPACES NOt t0 SCaIe
s'~~~ F W ~ ~ , 5.00' - ~ ~ ~ , A PROP, PARKING , . , , 53 SPACES
"i Oi • S ~ 4~ BUILDING HEIGHT , , ,NOT TO EXCEED 35' 83° ~ BUILDING USE , , ,FUNERAL HOME
' / ~ ;r ~ CONSTRUCTION LIMITS t1D, > ~ 30 M yz h 1250 F % ~ Ns ' 1 S7 4 a W ~p ~ ~ ~ SETBACK R ~UIREMENTS FOR ONE 0-3
~ ~ m
i o S a/ 53.11 s<? ~'yg ~ ha V / C FRONT , , 40'
2~ TP=51.95 _ ~ V~ SIDE,.,,,,,,,10' REAR...,,.,., 30'
SETBACK REQUIREMENTS FOR ZON RA-8S
TP=52.70' TP=5.70 TC=51,20
TC=50,90 ' + TC=51,40 cn FRONT , . , , 35' SIDE . , g' r ,
I ' ¦ o ¦ ' I o I REAR . , , . , 95' . w '
hA I I TP=52,90 I COVERED PORCH I = - r _ NOTES,
I I TC 53.40 95 M~ ~ ~
~ ,~p~ ,TC=b1,15 a - CALL NCICALL AT 1-800-632-4949 BEFORE DIGGING TO LOCATE EXISTING UTILITIES,
- GRD=52.50 _ ZONED e~, ALL UNDERGROUND UTILITIY LOCATIONS ARE APPROXIMATE AND
GRD=52.50 TC=52,80 TP~4 .75 ; i ~ ~ ~ ~ < f 1 MUST BE V F RA-8S ~ ~ ERI TED BY CONTRACTOR,
~0 ~gg ALL CONSTRUCTION AND MATERIALS TO MEET CITY OF NALSON
~ I = - - ~ v TYP , FIRST WILSON PROPERTIES' D8.1412 PG 624 W TSW=52,90 / / \ y~ STANDARDS AND SPECIFICATIONS, r
PIN: 3713-63-2x82 _ ~ PROPOSED BUILDING ~ ~,~0 ASPHALT PARKING LOT TO BE 2" OF I-2 OVER 6" OF
_ ZONED 0&R-2 hti 5, , ~ ~ 6. 9' 20,00 18,50' ~ FFE 53.00 ~ TC=49.50 ~ \ - - ~b~ AGGREGATE BASE, ~ ,fib
. p TC=50,00 / \ TCr49,30 ` W Q
ODED L s • \ 0 D E D LOT h THIS SITE PLAN PLAN IS LOCATED WITHIN THE w53-P WATERSHED DISTRICT AND THE DEVELOPER IS USING THE LOW DENSITY OPT10N OF 24% IMPERVIOUS AREA.
_ _ ~ e~ TP- ,75 TSW-52,90 p ~ \ P` ROPOSED SILT FENCING
z \ N - TC=52.G0 ~ TC=52.00 - ' a THERE ARE NO WETLANDS LOCATED IN THE DISTURBED ~ AREAS IF THIS PROPERTY,
w GRD=52.50 ~ 3~ ` \ N I ~ ~ TC=50.12 ~ ~ ~ 41 ~ 1
o ~ - .oo { ; ~ o ; zaNE~ • ~ THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ~ AREA.
v ~ o:` " , ~o • v-~ ~ All EXTERIOR LIGHTING SHALL BE SHIELDED IN SUCH
- i~ i ~ _ ~ ~ ~ - PILL R ' y ~ ~8~ A MANNER THAT NO DIRECT GLARE FROM THE LIGHT
~ ' ~ I j ~ ~ ~ ~ ~ = INSTALL SILT FENCING TO SERVE ~ TC 50.90 / - AS A PROTECTIVE BARRIER BETWEEN 9 SOURCE CAN BE SEEN FROM A MAJOR 1HOUROUGH /,~00 V1 FARE, AN ADJOINING DISTRICT, OR FROM ABOVE.
- m a__ ; 5~' _ TC=50,15 TG'49.35 j EXISTING VEGETATION DURING ALL y " ZONING LINE 0 z ~,~a
- ? 25,00' i 40,00' ~ " 45,00' TP= PHASES OF GONSTRUGTION Y~ o ~ TSW=51.65 ~ .46.80 ~ i wb°~ GARBAGE PICKUP SHALL BE BY ROLL-OUT 5 CONTAINER,
a ~ TSW=5(1,25 TSW=49,75 5 a a EXISTING GIRT PILE ~ PROPERTY ADRRESS IS; 2811 FIELDSTREAM DRIVE
19:00' . r. ; - 4 TO BE REMOVED ~ _ Q- 5,00 . 3 TP=48,65 s. ~ 4, ~ ~ ALL REQUIRED EXITS WILL NEED TO BE TREATED AS AN
a9' ~ _ - 4B a7 _ . ' - ~ EVERGREEN MEMORIaL caRDENS ACCESSIBLE ENTRANCE AS PER SECTION 6,2.1,2, VOL, 1-C AND PIN: 3713-64-5540 THESE EXITS MUST MEET ALL REQUIREMENTS OF VOL. 1-C.
iq ± % ~--50---- ' ~ ~ RSp r a ZONED RA-12S
ROBERT M & ALL CURB CUTS AND/OR CURB RAMPS MUST MEET
DEBORAH M EATMON TC=49,85 T = ~ 1 ~ - ! ~ g94e_ ~ ~ ~ ~ C 48.95 ~ _ _ - . : _-ar" ~ / ~ ~ DB.1433 PG 279 ° - ~ ~ \ ALL REQUIREMENTS IN SECTION 4,7 OF VOL. 1-C.
PIN: 3713-63-3777 46__._ ~ ~=45 a~ ~ _ : ` ~ . ~ : ? , ° "Pi _ - ZONED 0&R-2 I e~ i e~ e¦~ I 4i- ! ~ - ~m . r ` ib~ . \ 10'x70' SIGHT TRIANGLES ARE LOCATED ENTIRELY
a . TP - , _ _ -TP~46.93 ~ 43 -a2 a5~~ ~ C _ , r TP 47so ~ ~ - ~ _ _ . - - - - 9 ~ WITHIN THE RIGHT-OF-WAY,
EXISTING TREES j v ~ $ , d 1 ; ; ! „ 39 _ sd. ~j Ol. A REGISTERED ENGINEER OR SURVEYOR SHALL SUBMIT SIGNED
. . TO REMAIN (TYP _ ° / , _ ~r _ r. ?0 ~e AND SEALED CERTIFICATION ATTESTING THAT THE BUILDING IS
~ ~ TP.47,40 ae""'~ - 3e- _ - _ a7 - ;40 BL 25,00 - a~,~ j 0• PROPERLY LOCATED ON THE SITE AND THAT SUCH LOCATION F IS IN COMPLIANCE WITH THE APPROVED DEVELOPMENT PLAN
~ \ ~ EXIST 36 0 HPDE PIPE . i a6 - ~ -I - ,i a M8l \ PRI R ~ ` 0 TO THE APPROVAL OF THE CONSTRUCTION OF THE
>e- as--_ 28, s A nh INV. 39,00 ~ ~ a _ 1 4 , as 128 _ ~ SURFACE FLOOR SLAB OF THE BUILDING BY THE BUILDING .4$ ~ INSPECTOR,
.-r az a3=_ ~ _ ~ - Q ~4p, bg ~ $ )9.20, N -ai-.. ~ _ _ CONC ENO.WALL ~C ~ s S 79'20' » 6 W ALL TRAFFIC CONTROL DEVICES PAVEMENT MARKINGS I N
270' TO NEAREST FH - _ ai _ ' CONC END WA _ - . ' - as = .72 2 50 TE PORARY STONE ( ,SGS AND SIGNALS) SHALL BE DESIGNED, INSTALLED AND
4 " ~ ~ - C N UC NC .I N69 27 54 E m MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
• NB m ~ _ F ~ FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
Ex ca- 6 ON • a9 T =as 9s EXISTING TREES ~ y - 8'AW- - W 8'f8W - - - 8'•W EDP-i STANDARD R7-8o RESERVED PARKING ANO MAXIMUM PENALTY
o ~ TP=45,15 La=9,0' TO REMAIN,(TYP) ~ ~ ..i ~ G X100 NCGS 20-37,6 SIGNS MUST BE INSTALLED IN FRONT OF
W DRIVE ~ e'~W` w=9,o' I . w ~ ~w THE HANDICAP PARKING SPACES. VAN ACCESSIBLE SIGN(S)
co ~ Ex NN (60' R/W) - 8`d - ~ T=1,5' CLASS "B" STONE ~ V TOP=45.72 ~~SS ----q ~ 0 Inv=ao.22 ~ ~ "•w °3•. ~ • 4r JESSE E & SHELIA L BARNES MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES. L BARNES
• TOP=45.03 ~ \ ~ f~ ~ ~''~@ ~ DB.175B PG 279 TRACY A & CARLEEN F WETHERINGTON OWNER EVELOPER:
E% CB INV=39.97 ~ \ 38 ~ / \ < PIN: 371 - - TF TOP=45,92 t~ ~ fig. 7S' ~ ZONED RA-BS 9868 DE '8 08,1770 PG 552 PIN; 3713-73-0940
Z( --G---G---G- ~ ~ 8~O' ZONED RA-85 DAN L, SHACKLEFORD
-G---G---_~ ~ ~ 443s ~ 66 c~ ~ , PO BOX 7185 WILSON, NC 27895
APPROX, LOCATION ~ ~ S~
OF EXIST. 2" PLASTIC r ~ \ G \ ~ GAS UNE, ~ ~ ~ ~ I
CERTIFICATE OF APPROVAL UNDER WATERSHED PROTECTION REGULATIONS;
~ \ \ 8' ~l I3 TO N G ~ A'bs aw EARFST
~ \ ~ I CERTIFY THE PLAT SHOWN HERON COMPLIES WITH THE WATERSHED PROTECTION REGULATIONS FOR THE CITY OF WILSON.
~ ~ ~ Ex uN TOP=44.12 ~ \ 8.~ INV=39,71 . `
\ G SS
\ ~ \ ~ \
NEUSE RNER BASIN SCHEDULE ~ `
ACTUAL IMPERVIOUS CALCULATIONS and OFFSET PAYMENT PUBLIC SERVICES/WATERSHED ADMINISTRATOR DATE

HerringSutton 8 Associates, P.A.
Prepared by RON SUTTON CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWAIER
June 16, 2003 PROGRAM FOR NITROGEN REMOVAL REGULATIONS;
I CERTIFY THE PLAT SHOWN HERON IS EXEMPT FROM THE PEAK
FLOW REQUIREMENTS SINCE THE INCREASE IN PEAK FLOW BETWEEN PRE-AND-POST DEVELOPMENT IS LESS THAN 10%,
Act. Act. N03 U~ndla~rad UndLsturbed N03 Marx I Managed NOS TOTAL NOS N03 TOTAL N03 TOTAL Exceae UNDL4TRIBUTED DISTR63UT ED DISTRIBUTED Lot# Acreage Imperv. Imperv. Loading Open Space Loading Open Loading Loadingwlo ~o~ Reduction Loadln N03 N03 Exuss AclualO((set OnsetCndN ActualOffeet
Area (X) Area{ac) {IDa}(21.T) 0pee3~~ {ac) (Ibs)(0.B) Open Space Space(ac) (IbsK1T) BMP'e(Ibs) BMP'S Factor wlthBMP'a Ibsladyr Iba/a ~ N031be P ent P AREA AREA ~Y alml ayment Payrtard
s. 5~ G 2. Sys 1€ ? ~ K. ;AD. ~ ; n; f; y
~ i y~ 9 PUBLIC SERVICES/STORMWATER DATE
1 5.430 19.520 1.Dfi0 22.472 56.D10 3.150 1.890 22.470 1.220 1.464 25.626 NA 1.000 25.826 4.756 1.156 6.277 52,072.40 $2,D72,40 Total 5.430 1.060 22.472 3.150 1.890 1.220 1.464 25.826 25.826 4.756 1.156 6.277 $2,072.40 50.00 $2,072.40

CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWATER PROGRAM FOR NITROGEN REMOVAL REGULATIONS;
NO ADDITIONAL DELETIONS, CHANGES OR MODIFICATIONS WERE MADE I CERTIFY THE PLAT SHOWN HERON COMPLIES WITH THE NEUSE
Total Development Acreage SA30 (ac) N03 Reduction from BMP's {Ibs) 0.000 TO THIS PLAN OTHER THAN THOSE REQUESTED BY THE CITY OF RIVER BASIN STORMWATER PROGRAM FOR NITROGEN REMOVAL
WILSON TECHNICAL REVIEW COMMITTEE. REGULATIONS FOR THE CITY OF WILSON.
BMP TYPE TN REMOVAL RATE NOTES:
A WET DETENTION POND 25%
A CONSTRUCTED WETLANDS 40% C OPEN CHANNEL PRACTICE 30% ENGINEER SIGNATURE/SEAL DATE PUBLIC SERVICES STORMWATER DATE
D RIPARIAN BUFFERS 30%
E VEGETATEDFILTERSTRIPS 20% WITH LEVE SPREADER
40 0 40 80 120

~~~UUUrrpr~ P~\02PROJ\4160\4160-LDDT\dwgA4160B-SITEdwg OB/05/~003 11~04~~30 AM EDT
. n.~_ h.

t"SS Revision B Date Date JUNE 2003
rrin Sutton & Assodates, P.A. g- WILSON MEMORIAL SE Scale : Ma]60B
j SERVICE 1" = 40' 02-C• Sheet No. 1
.o... ~Engineers -Surveyors -Planners Wilson, N Site an
2101-A Nash Street North, Wilson, North Carolina 27896 (252) 291-8887
.~i.

i~t S S~#.c~2

~GEND • EXISTING IRON PIN ~ gKh G . ~
0 NEW IRON PIN ll NO IRON PIN j~ ~
¦ EXISTING CONC• NON, CI NEW CONC, MON• CURVE TABLE '
n P,K, NAIL CUF TH RADIUS CHORD BEARING CHORD ..,,,,,,<'~a~~~~s=.~~~ CURVE LENG ,.H^,~.,., __~;;~~tt3
? RAILROAD SPIKE C1 26.68 447.67 S89 47 09 E 26,68 si"55~y'~~,~~t~,{~ ~~~~f~~. ~Tt' s ~C'~S '
s PROPOSED SEWER SERVICE C; C2 236,33 602.96 "W 234.82 ~ T="`•• ~,"s.: ti S80 41 37 2
Q EXISTING MANHOLE y ~D
PROPOSED WATER METER N~ D51REP F,E~ SITE
pQ EXISTING VALVE
BFP PROPOSED BACK-FLOW PREVENTER
s•ai PROPOSED SILT FENCE ~ DATA
PROPOSED TEMP, STONE CONSTRUCTION ENTRANCE LOT AREA . , , ..5.43 AC.
® PROPOSED ENERGY DISSIPATION PAD THOMAS YELVERTON CO PNERGRE3Nfi E 50~IOAL GARDENS IMPERVIOUS AREA , , 1,06 AC. (19,52X) A r ZANES . , , , , 0-3 dC RA-8S
DB,1392 PG 807 ZONED RA-125 M M ^ ' Y BUILDING AREA , , , .6000 SF V1C1IIlt}? MaP
PIN; 3713-64-1182 ~ ~ 64.03'x$ E ZONED 0&R-2 .43'x$ E ~ N ~ N 64'03'18 E ry AUDITORIUM SEATING .150 SEATS Not to Scale
PHASE' II STORAGE. _ _ N5$ , / 210.00 BUN,DING / 2g8,01 / N g~~ ~ 210.00' ~ M REQ'D PARKING , , , , 38 SPACES _ ~ PROP, PARKING , , , , 53 SPACES
~ .BUILDING HEIGHT , , ,NOT TO EXCEED 35' S B3~ ~ 4 BUILDING USE , , , , ,FUNERAL HOME
S1 ~ ~
~ ~ / - ~ ~ / CONSTRUCTION LIMITS ~ fA, N • 1~Q 4?~ ~ h SETBACK REQUIREMENTS FOR ZONE 0-3 •00, F ~ m ,
/ ~r / w 1250 SF ~ N „i ~ 5311 ~ .4j0 0 o FRONT,...,.., 40
% P ~ ~ 'y'~ NO SIDE,.,,,,,.. 10' REAR,,,.,,,., 30'
h` v / j a ,~0 TP•52,90 , 1P=52.50 ~ 1P=51,95 ~ i e. i ~ TP=50.50 i o $EIEACK REQUIREMENTS FOR ZONE RA-BS
i
% FRONT , , 35' 51DE,,,,,,,,,8'
TP*52.70 =52J0 TC=5120 ~ ~ 8 = TC=50,90 Jh W + - / ~ N._ ~ ? TC 51,40 ~ A REAR,,..,.,. 95'
, w
~ I °o, I 1 hA r I I : ~ TP•52.90 I COVERED! PORCH I r..- 95' MBI.
~ I I T 53.40 I 4~. op 1 k~ ~ 95 ~ r CALL NCICALL AT 1-800-632-4949 BEFORE DIGGING TO LOCATE EXISTING UTILITIES.
~ PPR X MA AN
- ~ / - GRD 52.50 / ~ ZONED ALL UNDERGROUND UlILI11Y LOCATIONS AREA 0 I TE D 8S~ MUST BE VERIFlEO BY CONTRACTOR.
GRO-52 50 T - 2;80 ~ ~ ~ RA-8S e~ N ALL CONSIRUC110N AND MATERIALS TO MEET CITY OF WIL50
r ~ ~ • h 18 ' ~9 STANDARDS AND SPECIFlCATIONS.
o TYP ~ \ FIRST WILSON PROPERTIES ; ~ / / ~ \ / ASPHALT PARKING LOT TO BE 2" OF I-2 OVER 6" OF
DB,1412 PG 624 m TSW=52.90 Pw: 3713-63-2ssz ~ _ ~ PROPOSED BUILDING ~ ' AGGREGAIT: BASE.
ZONED DdtR-2 5, ~ / ¦ ? f \ ~ 8, 9' 20,OA 18.50' N FFE 53.00 ~ TC .48..0 r , rn 0 ut THIS SITE PLAN PLAN IS LOCATED WITHIN THE WS3-P
50,00 \ , i ¢ TG~49i D . ? ~ WOODED L ~ WATERSHED DISTRICT AND THE DEVELOPER 15 USING THE BODED LOT LOW DENSITY OPTION OF 249: IMPERVIOUS AREA.
I ~ ~ ? ''ei
~ r \ TP=50.75 TSW=52,80 PROPOSED 31LT FfNCIN \ THERE ARE NO WETLANDS LOCATED IN THE DISTURBED AREAS IF THIS PROPERTY.
Z - ~ TC=52,00 ~ - \ N Tc=SZ:oo ~ v ~ ~
o ZONED cRO=s2. ,e ~o w I ~ THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA,
N ~ ~ •.oo'• ~ , TCs5o:12 o p-3 a~\ ~ 1 o ~ ? o I ALL EXTERIOR LIGHTING SHALL BE SHIELDED IN SUCH
v ~ v ~ I A MANNER THAT NO DIRECT GLARE FROM THE LIGHT
~ m ~O, l , I ~0~f SOURCE CAN BE SEEN FROM A MAJOR THOUROUGH pp ~ FARE, AN ADJOINING DISTRICT, OR FROM ABOVE.
5~ PILL ` \ ~ to / ~1 INSTAII SILT: FENCING TO SERVE ~ ~ ~ _ ~ / TC+50.90 ~ r ~ AS A PROTECTIVE 9ARPoER BETWEEN 0'~ , "
yam` m s Y _ - 54 TC=50,15 EXISTING VEGETATION DURING ALL - TCr49;35 _ZONING LINE - i 0 ~ 5.00 25,00' 40,00' ,0 TP*48.80 PHASES OF CONSTRUCTION r ~ . 0 GARBAGE PICKUP SHAIL BE BY ROLL-OUT w~ Z CONTAINER,
~ TSW~51;85 y0 I 5 PROPERTY ADRRESS I5: 2811 FlELDSTREAM DRIVE
~ E)aSTINO DIRT PILE i 5 a 3; T5W=50.25 TSW=49J5 ~ TO 9E:REMOVEO ~
m J ~ * B .~..:5;00~:. ; k TP=48.65 _ r~Q1~1` nB, / 4 ~ ALL REQUIRED EXI15 WILL NEED TO BE TREATED A5 AN EVERGREEN MEMORIAL GARDENS ACCESSIBLE ENTRANCE AS PER 5EC110N 6,2,1,2, VOL, 1-C AND
Q' r- - 47- ~i i J ~~pp PIN: 3713-64-5540 1HESE EXITS MUST MEET ALL REQUIREMENTS OF VOL. 1-C, ZONED RA-12S
ALL CURB CUTS AND/OR CURB RAMPS MUST MEET
-A ~aN I 5 _ 49-~ NB i my ~ , ROBERT M & q9 N ^ _ _ _ - \ ALL REQUIREMENTS IN SEC110N 4J OF VOL. 1-C.
DEBORAH M FATHOM TC=49.85 TC~48,95 b ' _ ---;~:=J ~ ~ ~ ~I my ~ 10'x70' SIGHT TRIANGLES ARE LOCATED ENTIRELY
D8.1433 PG 279 o i ' T4s~ J ~ , . ~ ~ , ` i~ 1 PIN: 3713-63-3777 4e-- --to- ~ i - ~ ~ !DJ_~ B WITHIN THE RIGHT-OF-WAY, m S ,
ZONED 0&R-2 - i_t~' ee~ i i i ~q' _ r _ TP 48:50 TP .9 r.-- ! ym 6 ~ A REpSTERED ENgNEER OR SURVEYOR SHALL SUBMIT SIGNED
t ~ , . . ~j a!'. AND SEALED CERTIFICATION ATTESTING THAT THE BUILDING IS
EXISTING TREES ? ~ 4 TO REYAN (TYP) ~ TP.4 , / .3 ~ _ \ ~y, PROPERLY LOCATED ON THE SITE AND THAT SUCH LOCATION ~ IS IN COMPLIANCE WITH THE APPROVED DEVELOPMENT PLAN
- - - BL 9 . 1 ~ \ PRIOR TO 1HE APPROVAL OF THE CONSTRUC110N OF THE SURFACE FLOOR SLAB OF THE BUILDING BY THE BUILDING
i - EXIST 36"1s HPDE` PIPE INV; 38.35 . ~ -i r I 1 _ 128• INSPECTOR,
,g r,.' 45 J S ~~'20' ALL TRAFFlC CONTROI DEVICES (PAVEMENT MARKINGS, SIGNS
E ~ ~ fr, 4z 4~- - , - - CONC ENO WALL ~ 6 W AND SIGNALS) SHALL BE DESIGNED, INSTALLED AND
~ ~ 270 TO NEAREST-FH._4~ ~ : " _ _ _ ~ - _ ' ~ - CONC:END WA 20'x50' TEMPORARY STONE MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL
, - CoNSTRUGT1oN ENTRANCE QNE m N69'27 54 E NB Z ~ DEVICES,
_ m C2 6" CONC:APRON• - _ ~ ro STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY
Ex c~ E7pSTING TREES < I-~ y r =+5.9s EDP-1 X100 NCGS 20-37,6 SIGNS MUST BE INSTALLED IN FRONT OF
- 8'd - a W 8'OW - - - 8'0W TP _45,15 _ ~ TO REMNN (TYPj ` O q ~ _ La_ 9,0 I I ~ ~ F EL TREAM DRIVE B~oW„,~ w_s,o` w THE HANDICAP PARKING SPACES. VAN ACCESSIBLE SIGN(S) MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
~ m ~ 7¦1,5' CLASS "B" STONE N v ~ ~ Ex uH (60 R WIT ` 8'~$'='.. SS I O O
, TOP•45.72 AW +3,,, ~ • W JESSE E & SHELIA L BARNES 1ptCT", Rpip1~ ~ 4~~ ~~111 I~ \ ~ r+v=4o,22 ''Ex I~H ~ V A ~gZ 4 DB.1758 PG 279 ~ L BARNES
tltGELralY6! tJ6J ~ \ TOa'45.oI \ \ 3~ /I \ ~ r+1 PIN: 3713-63-9868 DI TRACY A & CARLEEN F WETHERINGTON OWNER EVELOPER: S6 DB.1770 PG 552
Ex CB INV=.39,43 ` \ 8~ 1S+ ~ ZONED RA-8S pl ~ - - TOP=45,92 r ~ r.. ~4 ~ S 8 • ZI PIN: 3713-73-0940 DAN L, SHACKLEFORD ZONED RA-es PO BOX 7185
DEC 0 9 2003 ~ 804, WILSON, NC 27895
--G---G---G- -G----G--- \ 4~" 6 \ G ` \ \ F 6'44'
WATER DUl~1T~ SECTIp~ aPPROx, LocAT1oN G ~ ~ s~ \ ~ 1 CERTIFICATE OF APPROVAL UNDER WATERSHED PROTECTION
OF EXIST• 2" PLASTIC \ G ~ REGULATIONS;
GAS IJNE, ~ ~ i>St gs Cl 70'NfgR C \ ~'Sds w EST Fy I CERT1FY THE PLAT SHOWN HERON COMPLIES WITH THE WATERSHED
PROTECTION REGULAITONS FOR THE CITY OF WILSON,
G Ex uH \ \ TOP=44.12 -
8 ~S INV-3BJ2
\G S \ ~
\ \ ~ ~ PUBLIC SERVICES/WATERSHED ADMINISTRATOR DAIS
NEUSE RIVER BASIN SCHEDULE
ACTUAL IMPERVIOUS CALCULATIONS and OFFSET PAYMENT

Herdng,Sutton 8 Associates, PJI. CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWATER PROGRAM FOR NITROGEN REMOVAL REGULATIONS;
Prepared by RON SUTTON
June 16, 2003 I CERTIFY THE PLAT SHOWN HERON IS EXEMPT FROM THE PEAK FLOW REQUIREMENTS SINCE THE INCREASE IN PEAK FLOW BETWEEN
PRE-AND-POST DEVELOPMENT IS LESS THAN 10%.

Act Act N03 Undlaturbed U~~hrrbed N03 Ma aa1 ManagM N09 TOTALNU3 Actual N03 TOTALN03 TOTAL Excess ExrAes UNDISTRIBUTED DISTRIBUTED DISTRIBUTED
Lot# Acreage Imperv. Imperv. Loading 0 n 3 u Open Span Loading 0 n S d Ce Open Loading Loading wlo BMP'S Reductlon Loading N03 N03 N0311u A~ua1 Offset Offut Cred@ Actual Offset Area Aroa {ac) (IbsH21.2) AREA (ae) (Iba)(0.6) AR~EP, lu Span (ac) (IbaN1.2) 8MP's Qbs) Factor xrlth BMP'a Ibslaelyr IbahcJyr Payment Payment Payment
5 § ~ ' ~a ~::a ,~~f~2~:i' s x .E ;\'r~;;~}~":~ .v k. k 3 ri : y ~ x ~ ~ • y, N"~' C'~ .~wC kk~' ~5 PUBLIC SERVICES/STORMWATER DATE

1 5.430 18.520 1.060 22.472 56.010 3.150 1.690 22.470 1220 1.464 25,fl26 NA 1.000 25.826 4.756 1,156 6.277 $2,W2.40 $2,07240 Total 5.430 1.060 22.472 3.150 1.890 1.220 1.464 25.826 25.826 4.756 1.156 6.277 52,072.40 X0.00 52,972A0 CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWATER
PROGRAM FOR NITROGEN REMOVAL REGULATIONS;
NO ADDITIONAL DELETfONS, CHANGES OR MODIFICATIONS WERE MADE I CERTIFY TTiE PLAT SHOWN HERON COMPLIES WITH THE NEUSE
TO THIS PLAN OTHER THAN THOSE REQUESTED BY THE CITY OF RIVER BASIN STORMWATER PROGRAM FOR NITROGEN REMOVAL
Total Development Acreage SA30 (ac) N03 Reductlon Trom BMP's (Ibs) OA00 WILSON TECHNICAL REVIEW COMMITTEE. REGULATIONS FOR THE CITY OF WILSON.

BMP TYPE TN REMOVAL RATE NOTES: A WET DETENTION POND 25°,i ENGINEER SIGNATURE/SEAL DATE PUBLIC SERVICES STORMWATER DATE
8 CONSTRUCTED WETLANDS 40°7• C OPEN CHANNEL PRACTICE ~°7•
D RIPARIAN BUFFERS 30%~
E VEGETATED FILTER STRIPS 20% 40 80 120 40 0
WITH SPREAD R P~\02PROJ\4160\4160-LDDT\dwg\4160B-SITEdwg 08/05/2003 11~04~30 AM EDT

B 3 v1s ate Date DECEMBER 200
n .tid~umipb~• ,

Herring Sutton & associates, P.A. WILSON MEMORIAL SE SE-R-V- ICE Scale ; Map No.
18 Site Plan 1" = 40' 02-41608
Engineers -Surveyors -Planners
Sheet No. 1 of 1
OF 2101-A Nash Street North, Wilson, North Carolina 27896 (252) 291-8887 Wilson, N.C.

i

2Y eENwo ~ ~
alRe FwsNEO oRAgt RwsHEO Da~DE
WATER ?ETER BD% W/LD MARKED 'SEWER" uErER NETER Box co+ER v MARKED 'SEWER" aRB t ourRR I r - s' ~ .

1, OBTAIN COPY OF APPROVED SEDIMENTATION EROSION CONTROL PLAN , , , PAVEYENr • ~ ~ ~x RRC HIDRANT ro wTrH GRADE Q~
d o
- ND A VIS 2, CONTACT CITY OF NRCD DLQ A D E 86
OF DATE THAT LAND DISTURBING ACTIVITIES WILL BEGIN ON PROJECT, OOPPFA PIPE TYPE ASiM B BB'K' SOFT ~ • ; ~ I ' gy1pE ter. 4 . ~ ~ ST01E
3. INSTALL APPROPRIATE TEMPORARY SEDIMENTATION-EROSION CONTROL MEASURES w CUPS r - WN.
AND THEN COMMENCE CLEARING AND GRUBBING WORK ACTIVITY, ~"ED11E'0 PVC SERVICE PIPE ~ AQAPTER I/e BEND I BEND '~"'B srooB
4, COMMENCE ROUGH GRADING OF SITE AND MAINTAIN ALL SEDIMENTION-EROSION CONTROL MEASURES. DoueLE srwr sEInACE sAGO<E REwRgo oN
1/6 BEND SLOPE 1,00% MIN. TAPS LARGER 1lWI I DN. T,upEp Bypl~, NOlESt CJ. VAItiE BOx '-6 MW YEIER Bqf OENEY BROTNFAS YBx • 1 Y,J, HYDRAM lEE
5, INSTALL STORM DRAINAGE (tF SHOWN) AND PROTECT INLETS WITH SILT FENCE, INLET PROTECTORS, AND OTHER APPROPRIATE MEASURES AS SHOWN ON THE PLAN, PL"G U111B STOPS - YUEUFR 8-251P1 OR FORD B/1
TABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION PAVING DITCH 18~ 6, S ~ _ ~ MN TM ON {5' ANCIE COAPOM110N6 • MUELLER A-25008 OR FORD FB10OD-O CONC iNRUST W~SFEO STONE RTM CC THREADS BLOCK :k~ ~ 1~
LININGS ETC. NLINE SDR 36 WYE 45' WYE W/ 16 PIPE . 1WN ~~•r y CORPORATpN 000K BAASS N NTTH ANWA STANOAPD
W/ SCH. 40 ADAPTER OR SWEEPING WYE 7, INSTALL ALL PERMANENT MEASURES SUCH AS ENERGY DISSIPATION PADS, oR SCH. 4o wrE TMEAED TIWEADS. • PE ~d •f ~ •e~ THE CONIRACOR WILL ~
PROr10E SERVICE CIAMP$ YALYE AS NEEDED
8, ALL DISTRUBED AREAS TO BE SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS OF MAIN SEWER
OF COMPLETION OF LAND DISTURBING ACTIVITIES.
9, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABLIZED COMPLETELY, CALL FOR
INSPECTION BY SEDIMENTATION-EROSIN CONTROL INSPECTOR,
10. IF SITE IS APPRRVED, REMOVE TEMPORARY DNERSIONS, SILT FENCE, SEDIMENT BASINS, ETC, AND NO SCALE NO SCALE NO SCALE
SEED OR PAVE ANY RESULTING BARE AREAS,

INSTAIUTpN OF NETTING AND MATTING PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE MSTALLED M ACCORDANCE WTiH
MANUFACTURER'S INSTRUCTIONS, ANY LNT OR BUNKET-TYPE PROpUCi USED AS PRDIEC- TNE MULCH SHOULD PROVDE COVEFF OF AT LEAST JORT OF THE SURFACE WHERE R IS
APPLIED, INSTALUTION IS ILLUSTRATED B0.0W,
1, APPLY LNE, FERTRRER AND SEED BEFORE UYMG THE NET OR MAT, S' OPEN-WEAVE NERMG IS USED, LHIE MAT BE INCORPORATED BEFORE INSTALLING THE NET AND FERTIL-
IZER AND SEED SPRAYED ON AFTERWARD,
2, START UYMD THE NET FROM THE TOP Oi THE CWdMEI OR SLOPE AND LMAdl R DOWN THE GRADE, ALLOW NETTING TO UY LOOSELY ON THE SOR. BVT WAHOUT WRINKLES-DO
NOT STRETCH,
3, TO SECURE THE NEi, BURY THE UP~OPE END M A SLOT OR TRENCH ND LESS THAN 8 MCHES DEEP, COVER WI1F1 SOIL, AND TAMP FNtMLY, STAPLE THE NET EVERY 12 INCHES
SEEDING PERM, TEMPORARY SEEDING FALL) ( MIN, 12 -I/2 MIN, 10 MM, 10 ACROSS THE TOP ENO AND EVERY 3 FT AROUND THE EDGES Ark BDTTOM~ WHERE 2 STRIPS r-TOP STRWO ~ OF NET ARE LAID SIDE BY SIDE, THE ADLACENT EDGES SHOULD BE OvERIAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE
SEEDING MIXTURE SEEDING MIXTURE LINE WIRES TOP S1W ~ CENTER, EV6R1' 3 R, DO NOT STRETCH THE NET WHEN APPLYMC STAPLES. u~
RATE (LB/ACRE) SI~C~ RATE (l9/ACRE) - STAY , • MH. YAR MIN. 10, ya MH. T2 -T/2 9a. N 4. TO JqN TYTD STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET, OwT]TIAP TILE STAY WIRES END OF 1NE PREVIOUS ROLL IB RfG1ES, ANO SAMPLE EVERY 12 INCFiE9 JUST BELOW THE ANCHOR SLOT,
TALL FESCUE 80 ~ (~N) 120 BOTTOM STRAND PENSACOU BMNAGRA$$ 50 ~ MAMTENANCE
SERICEA LESPEDEZA 30 KOBE LESPEDEZA 10 SEEOBIC RESPECT ALL MJLCfIES PERR?DMlIlY, AND AFTER RAINSTORMS TO CNECK FOR RILL EROSION, gSLOGTx1N OR FALURE. WHERE EROSION IS OBSERVED, APPLY AOOfTIONAI MULCH IF
SEEDING NOTES MOUNTAINS-AUG. IS- DEC. 15 f WASHOUT OCCURS, REPAPt THE SLOPE GRADE, RESEED, ANO REINSTALL MULCH, CONTINUE 6` MIN, ~ MSPECTxFIS UNTIL VEGETATION IS FlRNLY ESTABLLSHED.
COASTAL PLNN AND PIEDMONT-AUG. 15- DEC. 30 N,0. D,O.T, ~ 57 OR ~ b
1, FROM SEPT, I- MAR. 1 USE UNSCARIFIED SETbCEA SEED. 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE, SOL AMENDMENTS PARE SHALL 6E MPAMUM OF 32" WASHED STONE
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SEPoCEA AND INCREASE KOBE OF 6 LINE WIRES WRH~2 STAYISPAGNG. TO 40 LB/ACRE, FOLLOW SOIL TESTS 6R APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 lB/ACRE 10-10-10 FERTILIZER. FlLTER FABPoC SHALL BE MINIMUM OF
NURSE PLANTS MUL~FI AOEQU4TELY TO PARE AS DIRECTED BY APPLICABLE AT ALL POINTS OF INGRESS Ec ENGREE UNTIL SITE 15 STABILIZED.
STEEL POST BETWEEN APR, 15 AND AUC, 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE AppLY 4,000 lB/ACRE STRAW, ANCHOR STRAW BY TACItlNG WITH ASPFNLT NERING ENGINEER. F~~ OST FREQUENT CHECKS OF THE DEVICE MID TIMELY MASVIENANCE MUST BE PROVIDED, :ABRIC ~
PRI R TO MAY 1 OR AFTER AU 1 ADO 25L8 ACRE RYE GPoVN . SUOANGRASS, 0 G. 5, / ( ) OR A 1K1LCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAKYif CAN BE STEEL~POST SHALL BE A MINNAUM OF - FILCSCOPE ~ NOTESI
USED AS .i MULCH ANCHORNG TOOL 6'- 0 IN HEIGHT AN 3 OR MORE IN DWALTER. , SEEDRIG DATES I A, N.C.0.0.T, / 5 OR r 57 WASHED S70NE SHALL BE USED. PAD TO BE SO'L x 20h1 x eb
' BEST POSSIBLE MANTENANCE I GROUND I EARLY SPRING: FEB, 15- MAR, 20 FEB, 15- APR. 30 REPAIR A;In REFERiN..IZE DAMAGED NTFAS IMMEDIATELY. TOPDRESS WI1H 50 GROUND LINE B, TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGER TRUCKS
SEPT, 1- SEPT, 30 SEPi, 1-OCT,31 LB/ACRE t)F MRROCEN IN MARCH. i R IS NECESSARY TO EXTEID TEMPORARY OOVEA ~ , IS TO BE PROVIDED. C, ENTRANCE(S) SHOiILD BE LQCJITED TO PROVIDE FOR MA7OMUM
BEYOND JUNE 15, OVERSEER WITH 50 lB//ACRE KOBE (PIEDMONT AND CCr1STN. ° I PIAMV OR KOREAN MOUNTNN$ IESPWElA IN UTE FEBRUARY OR EARLY MARCH. 'n SOIL AMENDMENTS ) ( ) ,I UfIUZATKIN BY ALL CONSTRUC110N TRUCKS, D, MUST BE MAINTAINED M A CONORKIN WHICH WILL PREVENT TRAGfI1C
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE OR DIRECT fLgY OF TRAFFIC ONTO STREETS, PERIODIC TOP DRESSING
GROUND AGRCULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SORS) AND 1,000 TEMPORARY SEEDING (WINTER/EARLY SPRING) WITH STONE Wt1 BE NECESSARY, KEEP SOME ON HAND. E ANY MATER4L WINCH STILL MAKES R ONTO THE ROAD MUST BE CLEAIfEO
LB/ACRE 10-10-10 FERTILIZER, SEEDrJC MIXTURE IMMEDIATELY, r
SILT FENCE M CHANNELS, ROLL OUT STRPS OF NEfiNG PARALLEL TO THE
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SURABIE SPECIES RATE (LB/ACRE) MULCH, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP- CONSTRUCTION ENTRANCE DIRECTKM DF Fww AND aA~ER THE PRDCIECTIVE MULCH.
ING wRH A MULCH ANCHORING TOOL A DISK wrtH BLADES SET NEARLY STRAIGHT CAN RrE ~'I) 120 N O S C a I e MM1AL LESPEDEIA KOBE IN PIEDMONT BE USED AS A MULCH ANCHORNG TOOL. AND CMSTAL PLAN (KOPo:AN NO SCALE
MAINTENANCE IN MOUNTAINS) ~ 50 111111
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTIUZE IN THE SECOND YFAR, ACCORD- OMR ANUAL LESPEDEZA WHEN DURATKIN TEMPORARY COVER IS NOT TO EXTEND ~~illl ~IIII MK:HDR NErnNO IN VIII II\\~~ A 8-WCH TRENCH, ~r
INC TD SOIL TESTS OR TOPDRESS WITH 500 U3/ACRE 10-10-10 FERTILIZER. MOW AS BEYOND JUNE. NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND I~~IIII ~Il~ ~IIII ~I~~ yip GMrcHOraNa II~~I~ ~
MULCH DAMAGED AREAS IMMEDATELY, ~UI~~~I
MOUNTNNS- ABOVE 2500 FT; FEB. 15 -MAY 15
TEMPORARY SEEDING SUMMER PIEDMONT- , B0'0~"?M~AY i~` I - uAY 1 ( ) COASTAL PLAIN - DEC. I -APR, 15 TEMPORARY LINER DETAIL ND
SEEDING MIXTURE SOIL
RATE (LB/ACRE) FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRCULTURAL
GERMAN MILLET 40 LIMESTONE MID 750 LB/ACRE 10-10-10 FERTILIZER,
IN THE PIEDMONT MID MOUNTNNS, A SMALL-STEMMED SUDMVGRASS MAY BE MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE APPLY 4,000 LB//ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH AIJCFIORRiG TOOL, A DISK WRH BLADES SET NEARLY STRAIGHT CAN BE
SEEDING DATES USED AS A MULCH ANCHORNG TOOL
MOUNTAINS- MAY 15- AUG. 15 MNN~NANCE PIEDMONT- MAY 1- AUG. 15
COASTAL PWN- APR, 15- AUG. 15 REFERIILIIE IF GROWTH IS NOT FULLY N)EQUATE RESEED, REFERTIUZE AND MULCH
SOIL AMENDMENTS IMMEDIATELY FOLLOWING ER0510N OR OTHER DAMAGE.
FOU.OW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.

APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WRH BLADES SEi NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL,
MANTENANCE
REFERTIUZE IF GROWTH LS NOT FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH IMMEDATELY FOLLOWING EROSION OR OTHER DAMAGE

P;\02PROJ\4160\4i6D-LDDT\dwg\DE7AIL 5HEELdwg D7~14~2003 1 1:04,40 AM ~17T

,1,~~ uuu,gJ,,,, B v slori Date Date; December 2003
14e-erring-Sutton & Associates, Y.A. WILSON MEMORIAL S
LL SERVICE Scale: Map No.
S Construction Details NTS 02-4180B
• _ Engineers -Surveyors -Planners

2201 Nash Street NW Wilson, North Carolina 27896 (252) 291-8887 Wilson, N.C. 40ce Sheet No. D-1 of 1

LEGEND
• EXISTING IRON PIN
0 NEV IRON P1N ,A NO IRON PIN CURVI~ TABLE
¦ EXISTING CONC. MDN, 0 NEV CUIC, MDN,
v P,K, NatL CURVE 1 RAILROAD SPIKE C 1 CURVE LENGTH RADIUS CHORD BEARING CHORD
s PRDPDSED SEIJER SERVICE C1 26.68 447.67 26.68 S89 47 09 E
C2 ~ EXISTING MANHOLE C2 236.33 602.96 S80°41'37"W 234.82 ~
5 ENM OR
PROPOSED VATER METER N~ ~E~~S~R
pQ EXISTING VALVE F SITE
arP PROPOSED BACK-FLOV PREVENTER N•a PROPOSED SILT FENCE I
SITE DATA
PROPOSED TEMP, STONE CONSTRUCTION ENTRANCE - LOT AREA . , , ..5.43 AC.
P P P ~ EVERGREEN MEMORIAL GARDENS ® PRO OSED ENERGY DISSI AT[ON AD THOMAS YELVERTON CO PIN: 3713-64-5540 IMPERVIOUS AREA , , 1.06 AC. (19.52X)
08.1392 PG 807 ZONED RA-128 ~ PIN: 3713-64-1182 ¦ 64.03'1$ E ' Y ZONES , , , . 0-3 & RA-8S ° ~ „ E ^ , r BUILDING AREA , , ..6000 SF Vic»ty Map
zoNED o&R-2 . 3'18 E N , PHASE II STORAGE N5S ~ , ~ 210A0 G 0318 N AUDITORIUM SEAi1NG .150 SEATS 0' 0 REQ'D PARKING , , . , 38 SPACES Not to Scale
BUILDING ~ g$,01 ~ ~ ~ N y3. ~ W t10A ~ ro _ ~ PROP, PARKING , . , . 53 SPACES
~ , -5.00' j ~ ' i ~o ~ BUILDING HEIGHT , , .NOT TO EXCEED 35' S 8 ° ~ 4 BUILDING USE , ,FUNERAL HOME
~ . m 3s7, n°j
~ i ~ ? ~ ' CONSTRUCTION LIMITS ~ _ _ ~ MBL Ny , _ fj0 4?a ~ h SETBACK REQUIREMENTS FOR ZONE 0-3 ~Op, F ~ m
1250 SF i n ~a ~ 93.11 ~ .~j~ 0 o FRONT..,.,,.,40
a ~ ,y~ a4 £OOl [ ON ~o SIDE,.,,.,,,.10' REAR..,.,,,.. 30'
. 2 TP=s1ss _ ~ ~ ~ 51, a~ a~ i n~ e~ i e~ i 'S i ate' o, SETBACK REQUIREMENTS FOR ZONE RA-8S
/
=52.70 ~ TP=52.70 TC--51,20 ~ ~ , y FRONT , . , 35' SIDE.,,,,,,,.8'
TC=50,90 °j - A TC=51,40 REAR..,.,,,, 95'
~ N•- ~ ~ I I . w
i' _ I o I % TP-52,90 I COVERED PORCH I ' MBL . NOTES; ~ N
I I TC=53.40 ~ _ ' ~ 95 70 ~ ~ Rq 95' MBI. ° CALL NCICALL AT 1-$00-632-4949 BEFORE DIGGING TO LOCATE EXISTING UTILITIES.
0~ , TC-51.15 ~ ALL UNDERGROUND UTILITIY LOCATIONS ARE APPROXIMATE AND
- ~ ~ Zi - GAD-52.50 / ; TP-4x75 ~ ~ ZONED 9g\ M T RIFlEO BY CONTRACTOR, Me US BE VE
` GRD-52.50 TG52,60 ~ ~ ~ 'o, ~"8s N N MA IA T M T ITY WI N ~ ALL CONSTRUCTIO A D TER LS 0 EE C OF LSO
~ p~, ~ y ~ r _ 18 ~0 ~ , ~ _ ~ STANDARDS ANO SPECIFlCATIONS,
c , ~ ~ FIRST WILSON PROPERTIES! . ' TYP - = / \ \ ASPHALT PARKING LOT TO BE 2" OF I-2 OVER 6" OF
DB.1412 PG 624 W TSW 52.90 PIN: 3713-63-2982 ,i ~ PROPOSED BUILDING / / AGGREGATE BASE.
ZONED OdtR-2 hti 6. 9' 20,00' 18.50' ~ FFE 53.00 5, ~ ~ ~ / TC=49.50 ~ ~ V ~ rn ~ ~ b THIS SITE PLAN PLAN IS LOCATED WITHIN THE WS3-P
TC=50,00 ; \ , ~ ~ T 4 ? WOODED LOT 9,30 ~ \ . ~ WATERSHED DISTRICT AND THE DEVELOPER IS USING THE )ED LOT LOW DENSITY OPTION OF 249: IMPERVIOUS AREA.
+~e ? c
' ~ ~ \ \ TP= J5 r TSW=52,90 PROPOSED<SILT FENCING ~ P ~ THERE ARE NO WETLANDS LOCATED IN THE DISTURBED AREAS IF THIS PROPERTY.
Z - TC=52,00 ab` N TC=52,0 A ~ ~
o s~ ~ GRD-52,5 ~ ~ I ~ ~ ~ THIS PROPERTY IS NOT LOCATED IN A FL000 HAZARD AREA.
N / ~ ' Tc=5o.12 0 ZaNED ~ i ~ ALL EXTERIOR LIGHTING SHALL BE SHIEU)ED IN SUCH
°v ~ ~ 8! ~ ~ ~ a 3 4 ~i~ =47,eo A MANNER THAT NO DIRECT GLARE FROM THE LIGHT
~ ~ ~ e °o. ~ ` a~ / a - - PILL ~ \ y IN T N N T SERVE ' 9 M,0% SOURCE CAN BE SEEN FROM A MAJOR THOUROUGH
I ~ ~ ~ STALL Sil FE CI G 0 ~ I ~ ~ ~ TC=50.90 l AS A PROTECTIVE BARRIER BETWEEN _ ' ~~y00 ~ ~ FARE, AN ADJOINING DISTRICT, OR FROM ABOVE. 0 Z ~ 81~ AR A P KUP SHALL BE BY ROLL-OUT
5~.: m , - TC=50,15 EXISTING VEGETATION DURING ALL -49,35 ZONING LINE ~ 5.00'x- - ! PHASE&OF CONSTRUCTION . ti G 8 GE IC
- ? T W~ 1 25.00 40.00' - 45,Op' TP=46,80 ~ a ~ S 5.65 ~ ; 5 CONTAINER, / PROPERTY ADRRESS IS; 2811 FIEU)STREAM DRIVE
a ~ TSW=50.25 TSW=49,75 ~ EXISTING DIRT PILE
' Tfl BE REMOVED j" ~ ~ "'19:00' . - ' ^5.00 F6 Q. ; ~ ~ TP-48,65 - _ 4~ / 4 ~ ALL REQUIRED EXITS WILL NEED TO BE TREATED AS AN EVERGREEN MEMORIAL GARDENS ACCESSIBLE ENTRANCE AS PER SECTION 6.2.1,2, VOL. 1-C AND
- s 48 / / PIN: 3713-6a-55ao THESE EXITS MUST MEET ALL REQUIREMENTS OF VOL. 1-C. ZONED RA-12S
49'~ i ~ r a9-- / 4i - _ _ ~ N - ~ R ..--~s~_..__.. 4 _ i v ALL CURB CUTS AND/OR CURB RAMPS MUST MEET
,p0„ i ROBERT M & i I , ~ - - " 5 a9 - _ ~ QI~ d ALL REQUIREMENTS IN SECTION 4,7 OF VOL, i-C.
DEBORAH M EATMON ~ • ' a7 ~ / v ' TC=49,85 TC=48,95 c _ a J ; 3 m ` 08.1433 PG 279 o , l~`~ - ..q _q~ ~ , • ~ ~ ~ 10'x70' SIGHT TRIANGLES ARE LOCATED ENTIRELY
PIN: 3713-63-3777 --y - _ WITHIN THE RIGHT-OF-WAY, s• S
ZONED 0&R-2 __..a~ aaa~ i aa~ i a a~ a2 ~i 6' TP . ' r 1 TP:47.90 r 0 - `-%x4 ~ ~y , - tP• y~! Sd' I ENGINEER OR SURVEYOR SHALL SUBMIT SIGNED A REG STERED
ti -3 L- ~ c ~i ~f. ANO SEALED CERTIFICATION ATTESTING THAT THE BUILDING IS
EXISTING TREES / vo ~ Q' . ~ , ' I i, _ ,ya:~~ = ~_-90:- - 0 TO REMAIN {TYP) c ~ i'~ ~ _ a - _ 6 - - 0. - - , - \~p ~tra PROPERLY LOCATED ON THE SITE AND THAT SUCH LOCATION F IS IN COMPLIANCE WITH THE APPROVED DEVELOPMENT PLAN
_ ~ n._/.._ i • , 40' 8L ,25,00' ; % a ---~-'g°~_'~. . M m e 47- ~ . x 'r`te- .~~UVV. 36,35 % \ PRIOR TO THE APPROVAL OF THE CONSTRUCTION OF THE
" . - ~ EXIST_36 D HPDE PIPE . ~ ~ i ~ - SURFACE FLOOR SLAB OF THE BUILDING BY THE BUILDING
-46-._.... O .a.r....:..43 ._._43.__~. ° ' 128.45' s _ ~ a~ INV. 39.00 ~ > 4 ~ ~ S X9'2 ' - , 128.45 ~ ~ INSPECTOR, ~g~2 ,
-43 a4 ~ ~ P EN WALL \40 MB( ~ 6 W coNC D ' \ -a~ - - - , _ ~ 0 6 W ALL TRAFFIC CONTROL DEVICES (PAVEMENT MARKINGS, SIGNS AND SIGNALS) SHALL BE DESIGNED, INSTALLED AND
• 270 TO NEAREST FH__ \ ~B j 4j._ CONC END W 2 50' TE PORARY>STONE \ _ .72' MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
- -43 - _ C NS UC NC m A ~ N69'2T54 E NB g FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
m ~ . - - _ , - - ~ 6 ON• ~ ~
[x ce, ~ ~ y - T =459s - - mP_i EXISTING TREES ; STANDARD R7-8o RESERVED PARKING AND MAXIMUM PENALTY X100 NCGS 20-37,6 SIGNS MUST BE INSTALLED IN FRONT OF
- 8 0W- a w8 ~W - 8 Pu TP=45,15 ~ La-9,0' TO REMAIN (TYP) I ~ y _ 8• _ ~ I I v ~ THE HANDICAP PARKING SPACES. VAN ACCESSIBLE SIGN(S)
A ~ _ - DRIVE ~v.~ w s.o , MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
~ ~ ~ ex ur+ 80' R - T~1.5' CLASS. "B STONE C V ro ~ TOP=45.72 ( "~~~SS` B Qa., / \ W JESSE E & SHELIA L BARNES INVm4Q22 1E% MH \ 4~ ~`'4} a 08.1758 PG 279 TRACY RNES
TOP=45.03 ~ \ ~ ~ 3 ` ~ ~ ~ PIN: 3713-63-9868 iuv=39,e3 ~ ~ 8 _ 08.1770 TRACY A & CAREEN F WETHERINGiON OWNER VELQPER: D8.1770 PG 552
EX CB \ \8• TS' ZONED RA-8S PIN: 37 - _ - - - TOP 45,92 - ~ - \ S 8 ZONED PIN: 3713-73-osao DAN L, SHACKLEFORD zoNED RA-as PO BOX 7185
WILSON, NC 27895
--G---G---G- -f,----G--~ ~ ~ \ 443b 66 \ ~ f ,
~ G ~ ~ \ APPROX, LOCA110N ~ ~ S~\ ~ \ t
OF EXIST. 2" PLASTIC ~ G \ ~ \ ~ CERTIFCATE OF APPROVAL UNDER WATERSHED PROTECTION REGULATIONS;
GAS UNE. ~ ~ ~ ~ ~ ley ~ G ~ 8•~w ~1 TO NCR
~ e \ s ~ sr ~y \ I CERTIFY THE PLAT SHOWN HERON COMPLIES WITH THE WATERSHED PROTECTION REGULATIONS FOR THE CITY OF WILSON,
\ ~ ~ ex uH
\ ~ TOP=a+,~2
\ G S \ ~ CJ
\ ~ \ ~ ~
NEUSE RIVER BASIN ;iCHEDULE PUBLIC SERVICES/WATERSHED ADMINISTRATOR DATE
ACTUAL IMPERVIOUS CALCULATIONS and OFFSET PAYMENT

CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWATER
Herring;sutton & Assotlatet;, P.A. Prepared by RON SUTTON PROGRAM FOR NITROGEN REMOVAL REGULATIONS;
June 16, 2003 I CERTIFY THE PLAT SHOWN HERON IS EXEMPT FROM THE PEAK
FLOW REQUIREMENTS SINCE THE INCREASE IN PEAK FLOW BETWEEN PRE-AND-POST DEVELOPMENT IS LESS THAN 10X,

Act. Ad. N03 Unadlad~rbed Undlalurbed N03 Manaal Managed N03 iOTALN03 N03 TOTALN03 TOTAL Exeeae UNDISTRIBUTED DISTRIBUTED DISTRIBUTED
Loth Acreage Imperv. Imperv. Loading Open3paoe Loading 0¦d Open Loading Loadingwlo Actual Reductlon Loading N03 N03 ExGaa Actual0lket ORaelCndN AetualORaet Open Span Open Spau BMP'9 N031ba Area Area (ac) {IbsK21.2) AREA {ae) (Iba)(0.B) AREA Span (ac) (IbaK1.2) BMP'e (O~a) Faetor with BMP'a I~ladyr IbelacJyt Payment Payment Payment
PUBLIC SERVICES/STORMWATER DATE
, .:'.a?a.?"s$• i s;~ ss"~ £ Ei. R ' C ~ b,X, iX'. ffi~~s. ~o; .'mss
1 5.430 19.520 1,060 22.472 58.010 3.150 1.890 22.470 1.220 1.464 25.626 NA 1.000 25.826 4.756 1.156 6.277 $2,072.40 $2,072.40
Tote 5.430 1.060 22,472 3.150 1.890 1.220 1,464 25,826 25.826 4.758 1.156 6.277 32,072.40 50.00 $2,072.40 CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWATER PROGRAM FOR NITROGEN REMOVAL REGULATIONS;

NO ADDITIONAL DELETIONS, CHANGES OR MODIFICATIONS WERE MADE I CERTIFY THE PLAT SHOWN HERON COMPLIES WITH THE NEUSE TO THIS PLAN OTHER THAN THOSE REQUESTED BY THE CITY OF RIVER BASIN STORMWATER PROGRAM FOR NITROGEN REMOVAL
Total Development Acreage SA30 (ac) N03 Reductlon from BMP'e {Ibe) 0.000 WILSON TECHNICAL REVIEW COMMITTEE. REGULATIONS FOR THE CITY OF WILSON.

BMP TYPE TN REMOVAL RATE NOTES: A WET DETENTION POND 25%
B CONSTRUCTEDWETLANDS 40% ENGINEER SIGNATURE/SEAL DATE PUBUC SERVICES STORMWATER DATE
C OPEN CHANNEL PRACTICE 30% D RIPARIAN BUFFERS 30%
.n n ~n on yen
E VEGETATED FILTER STRIPS 20% 4u u gu ov tav
WITH EVE SPREADER
P:A02PRDJ\4160\4160-LDDT\dwgA4160B-SITE,dwg 08/05/2003 11:04:30 AM EDT
,uwugry,
Revision Date B Date JUNE 2003
. CARpZ tss
er cy-Sutton & Assodates, P.A. ring WILSON MEMOR SEE SERVICE Scale : Map No.
1018 Site an 1 op = 40' 02-4160B
Engineers - Surveyors - Planners r
' s~,,• 2101-A Nash Street North, Wilson, North Carolina 27896 252 291-8887 Wilson f N.C. Sheet No. 1 of 1

1EGEND.
• EXISTING IRON PIN 0 NEV IRON PIN CURVE TABLE
AJ NO IRON PIN ¦ EXISTING CONC, MOty '~l~TIAN~S E 4(11 t'
0 NEW CONC. NON, C l IUS CHORD BEARING CHORD ~Rf1lJE CURVE LENGTH RAD
D P,K, NAIL ~ RAILROAD SPIKE 26.68 447.67 °47'09"E 26.68 _ C1 S89 NOV 0 6 2003
S PR~OSED SEWER SERVICE 36.33 602.96 7"W 234.82 C2 2 S80 41 3 ~ 7~ ~ DR1vE
~ EXISTING MANHOLE UVAT~B (~~AC.d~`1' SEC~Tit~P~ oS~REP
PROPOSED WATER METER F~E` SITE
pQ EXISTING VALVE
BFP PROPOSED BACK-FLOW PREVENTER SITE DATA
>t-M PROPOSED SILT FENCE
PROPOSED TEMP, STONE CONSTRUCTION ENTRANCE LOT AREA .......5.43 AC. IMPERVIOUS AREA . , 1.06 AC. (19.52X)
/ EVERGREEN MEMORIAL GARDENS A I ZONES , 0-3 do RA-8S v1C1IIlt M8
® PROPOSED ENERGY DISSIPATION PAD THOMAS YELVERTON CO PIN; 3713-64-5540 D8.1392 PG 807 ZONED RA-12S ~ » ' BUILDING AREA , .6000 SF y P ° ,18» E ry AUDITORIUM SEATING .150 SEATS NOt t0 $Ca)<8
PIN: 3713-64-1182 » N 64"03 ZONED o&R-2 .43'1$ E ~ 210.00' N 64 03 + p REQ'D PARKING , , , , 38 SPACES
PHASE II STORAGE _ _ N5$ , ~ i 210.00 ~ N PROP, PARKING , . 53 SPACES 2 p BUILDING HEIGHT ...NOT TO EXCEED 35'
BUILDING ~ ~Zg$,01 N W S 2~ Cp BUILDING USE .....FUNERAL HOME
~ r '5.00 i - i i o+ 83.s ~ ~w ^o, -
/ ~ i~ e~' ~ CONSTRUCTION LIMITS r' 0? N f~ 74?b ,w h ~FTBAGK REQUIREMENTS FOR ZONE 0 3 0"V' F ~ m
i, MBL 0 _ _ _ _ 30 5~ 1 p FRONT 40' SIDE..,,.,...10'
1250 SF rv ~ 53.11 to 0 ~ ~0 REAR 30'
= 2~ TP=51;95 TP= .5 i SFTBAGK REOUIREMENT~ FOR ZONE RA-8S
~ aaaew 51, ri i ri aaari i ri i i ~ o, ~ FRONT , 35'
SIDE.........8
TP=52.70 ~ TP= . 0 TC=51.20 TC=50,90 j ~ A REAR , . , . 95 w
a. TC=51,40 ~ i ~ N•- , r ~ ~ NOTES;
- I O I L~ _ ~ ; ' \ r CALL NCICALL AT 1-800-632-4949 AFORE DIGGING
h~ ~ I ~ I - ~ N TP=5290 i COVERED PORCH ~ TC=53,40 ' ~ 95 95 MBL \ TO LOCATE EXISTING UTILITIES.
X70, DO a° OO ~ gyp. , TC=51.15 1 ~ 1 \ ALL UNDERGROUND UTILITIY LOCATIONS ARE APPROXIMATE AND
~ ~ ~ _1 / - GRD=52.50 ~ -49,75 ; ZONED 8s\ MU5T BE vERIFlED BY CONTRACTOR. Mgt
= TC=52.60 ; - ~ - ' r /v GRD 52.50 , I { ~ ~ r ~ ~0 RA-8S \ ALL CONSTRUCTION AND MATERIALS TO MEET CITY aF WIL50N
- 1g ~ \ STANDARDS AND SPECIFlCATIONS,
p . - ~ ~ TYP ~ - \ + • ASPHALT PARKING LOT TO BE 2" OF I-2 OVER 6" OF AGGREGATE BASE.
P RTI _ - ~ FIRST WILSON PRO E ESQ ~ ~ TSW=51.90 DB,1412 Pc s24 W ILDING ~ i ~ b~
PIN: 3713-63-2982 ti' _ PROPOSED BU 5 , ; = a ~ ZONED OdtR-2 h / TC 49.50 ~ ~ tib THIS SITE PLAN PLAN IS LOCATED WITHIN THE W53-P 5 WATERSHED DISTRICT AND THE DEVELOPER IS USING THE
6, 9' 20,Oti' 18.50' ~ FFE 53.00 r ~ ~ ~ ~ V T~SO,oo, ~ WOODED I O 0 D E D LOT LOW DENSITY oPT10N OF 24X IMPERVIOUS AREA.
TC=49.30 ` \ ~8 ~ ~'e~
~ ~ \ TP= .75 TSW=52.90 P,,-~ ROPOSED SILT FENCING NB THERE ARE NO WETLANDS LOCATED IN THE DISTURBED AREAS IF THIS PROPERTY.
Z °b, ,e ~ / THIS PROPERTY 15 NOT LOCATED IN A FLOOD HAZARD
N - TC=52.00 TC=51.00 i ~ A Q GRD=525 ~ 0 ~ 1 ~ / AREA.
w ( ( ' TC=50.12 0 l' D B(~ N _ .oo o ; ZONE ~ ALL EXTERIOR LIGHTING SHALL BE SHIELDED IN SUCH
V ~ ~O l,' =47,80 ~ - A MANNER THAT NO DIRECT GLARE FROM 1HE LIGHT SOURCE CAN BE SEEN FROM A MAJOR THOUROUGH
a 8i a 3 \ 9 -O. I A 6 Q+ FARE, AN ADJOINING DISTRICT, OR FROM ABOVE,
- -PILL U ' H I ? ~ ~ ~ i ~ INSTALL SILT FENq TO SERVE . 0 „ ~ _ Z ~ ~ GARBAGE PICKUP SHALL BE BY ROLL OUT
I ~ ~ r TC=50.90 j AS A PROTECTI ARPoERBETWEEN m - - TC=50,15 C-49.35 / EXISTING VEGET ON DURING ALL ' ZONING LINE 5 ~ 5.00'a- - ~ 45,0 ' TP=46.80 PHASES OF STRUCTION CONTAINER.
Z / = 25,00 40,00' g a ~ 5 PROPERTY ADRRESS IS. 2811 FlELDSIREAM DRIVE
o TSW .51.65 ~ ~ • a ~ TSW=50.25 TSW=49,75 , EXISTING' DIRT PILE / ALL REQUIRED EXIT'S WILL NEED TO BE TREATED AS AN
5 a m ~ NB r _ NB _ _ . - ,,6 TO BE REMOVED 4r % ~ ~ / VERGREEN MEMORIAL GARDENS ACCESSIBLE ENTRANCE AS PER SECTION 6.2.1.2, VOL. 1_C AND
- 19:00 :';2;'5.00':~:;:~ 3 TP=48,65 a~- _ ~ / 4 a , - _ a ; ~ . - _ 4e - - ~ E THESE EXITS MUST MEET ALl REQUIREMENTS OF VOL. 1 C. / PIN: 3713-64-5540 ZONED RA-128
~ --a4- - ru - , ~ I ~ id _ _ 51 - _ - j ~ U / ALL CURB CUTS AND/OR CURB RAMPS MUST MEET
~ ...i ~ ~ i ~ - - ~ ALL REQUIREMENTS IN SECTION 4,7 OF VOL 1-C.
' ' ~ 49-~ :j 0v Q ' ~ . ROBERT M & ` ~ 4~ ±e=- ~ ~ ~ ~ my 10'x70' SIGHT 1RIANGLES ARE LOCATED ENTIRELY
DEBORAH M EATMON TC=49,85 TC=48,95 c - O 454 _ + ~ ~ DB.1433 PG 279 - ~ Q1 . . _ a _~~a \ WITHIN THE RIGHT-OF-WAY, a S
PIN: 3713-63-3777 qg-.. ~ i i - y j - q4 _ ~ / ZONED 0&R-2 r; ~ ? -A3" 42.fi6~ W - A REGISTERED ENGINEEk OK SURVEYOR 5HALL SUBMi`i SIGNED
' TP+47.9 0 _:TP=46.93 _ i - - \ -;,may 48. 0 _ - ~ y.. ~ _ ~ _ ~ AT THE BUILDING IS Oj° AND SEALED CERTIFICATION ATTESTING TH ~ra PROPERLY LOCATED ON THE SITE AND THAT SUCH LOCATION
EXISTING 1REE5 - ~ o ~ m ~ - ~31~, ~ IS IN COMPLIANCE NA1H THE APPROVED DEVELOPMENT PLAN 00.
TO REMAIN(TYP) °o i ~ TP=47,40 - j ae`~` X40-~~/ i - ~ _ I F PRIOR TO THE APPROVAL OF THE CONSTRUC110N OF THE - M \ SURFACE F100R SLAB OF THE BUILDING BY 1HE BUILDING
~~a'0 " P ~ INV. 38,55 % - ~ ~ . . ~ EXIST 36 0 HPDE PIE " , INSPECTOR.
_ . ; I?8.4 ' J S ~ ° 5 ALL TRAFFIC CONTROL DEVICES PAVEMENT MARKINGS, SIGNS ~g 20 8» (
s _ a INV, 39:00 ~ 4 40 20 ~ A - ~ , _ W AND SIGNALS) SHALL BE DESIGNED, INSTALLED AND
~ a2~3 44 _ ~ : , ~ Q , . . - - CONC. END WALL \I , \ ,d8 270' TO NEAREST FH_-__ai_-_ MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET FOR1H IN THE MANUAL ON UNIFORM TRAFFIC CONTROL
-=aa _ .72' CONC END WA 2.50' TE PORARY STONE \ ~ ~ - ~ ~ ~ C NS UC NC NB F DEVICES.
4 ^ N69 27 54 E 2 . i 'm ~ ~ 6 ON . ro - ~ . STANDARD R7-Sa RESERVED PARKING AND MAXIMUM PENALTY
` EXI TIN TREES ~ ~ Ex ce- S G 1100 NCGS 20-37,6 SIGNS MUST BE INSTALLED IN FRONT OF
' ' - - roP=4s.9s - - - 8'0W a ~P_i TO REMAIN (TYP) ~ O - g py o w 8 0W TP .45.15 La=9.0 W ~ i W THE HANDICAP PARKING SPACES. VAN ACCESSIBIE SIGN(S) MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
v RIVE ~ e•av.~ w=s,0' ao ~ Ex MH 60' R - 8'N - ~ ,p T=1.5 CLASS "B STONE ~ O O
~ ~ ToP=45.~z ( ~B~SS~ g qa., ~ " W JESSE E & SHELIA L BARNES IELIA L BARNES
WV a DB.1758 PG 279 a m1V=40.22 E% uH \ ~ TOP=45:03 ~ 3 fp PIN: 3713-63-9868 79 TRACY A & CARLEEN F WETHERINGTON OWNERmEVELOPER, -9866 DB.1770 PG 552 '
,v ~ \ a , Ex Ca INY=39,03 \ ~8` ~s~~` ZONED RA-SS PIN: 3713-73-osao DAN L. SHACKLEFORD
TOP-45.92 _ ~I~\ \ S 8 -s - ~ \ 8p~, ZONED RA-8s PO BOX 7185 WILSON, NC 27895
- - ~ 43b 6 --G---G---G -G----G--~~ ~ \ \ \ f 64
~ ~ ~ S 8 a'I? CERTIFCATE OF APPROVAL UNDER WATERSHED PROTECTION
APPROX, LOCA110N G ~ ~ ~ ~G ~ \ ~ REGULATIONS:
OF E)4ST, 2" PLASTIC ~ S GAS LINE. \ \ ~ \ ~ C' I~ ~ TO \ G \ 8 aw 1 NEAR fs I CERTIFY THE PLAT SHOWN HERON COMPLIES WITH THE WATERSHED
\ s \ ~ r~ PROTECTION REGULATIONS FOR THE CITY OF WILSON.
\ \ x uH _
C \ E \ \ TOP=44,12 \ \ 8.~~ INV-36J2
\ S G \ \
\ \ \ PUBLIC SERVICES/WATERSHED ADMINISTRATOR DATE
~ ~
NEUSE RIVER BASIN SCHEDULE
ACTUAL IMPERVIOUS CALCULATIONS and OFFSET PAYMENT
CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWATER PROGRAM FOR NITROGEN REMOVAL REGULATIONS;
HerringSutton & Assodatss, P.A
Prepared try RON SUTTON June 1B, 2003 I CERTIFY THE PLAT SHOWN HERON IS EXEMPT FROM THE PEAK FLOW REQUIREMENTS SINCE THE INCREASE IN PEAK FLOW BETWEEN
PRE-AND-POST DEVELOPMENT IS LESS THAN 10%.

Ad. Ad. N03 Adual Undisturbed N03 ~ sal Managed N03 iOTALN03 Adual N03 70TALN03 TOTAL Excess Excess UNDISTRIBUTED DISTRIBUTED DISTRIBUTED Lot#r Aenage Imparv. Imperv. Looming Undisturbed Open Spaee Loadlrg 0 n Sd a Open Loading Loading wlo BMP~ Redudlon Lwdlrg N03 N03 N031bs Adual Onset Ofiaet CredR Adel ORaat
Area Area (ac) (ba)(21.2) AREAS%~ (ac) (Ibe)(0.6) AREA Spaa (ac) (tbaH1,21 BMP's (Iba) Factor with BMP'a Ibelaelyr Ibahdyr Payment Payment Paymerd I) PUBLIC SERVICES STORMWATER GATE
Y>, _ r, r t l
1 5.430 19.520 1.060 22.472 56.010 3.150 1.890 22.470 1.220 1.464 25.826 NA 1.000 25.826 4.756 1.156 fi.277 $2,072.40 $2,072.40 CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWATER
Total 5.430 1.060 22.472 3.150 1.890 1.220 1.464 25.826 25.828 4`756 1.156 6.277 52,072.40 50.00 52,072.40 PROGRAM FOR NITROGEN REMOVAL REGULATIONS;
NO ADDITIONAL DELETIONS, CHANGES OR MODIFICATIONS WERE MADE I CERTIFY THE PLAT SHOWN HERON COMPLIES WITH THE NEUSE
TO THIS PLAN OTHER THAN THOSE REQUESTED BY THE GTY OF RIVER BASIN STORMWATER PROGRAM FOR NITROGEN REMOVAL
WILSON TECHNICAL REVIEW COMMITTEE. REGULATIONS FOR THE CITY OF WILSON.
Total Development Acreage 5.430 (ae) NOS Reduction fiom BMP's (Iba) OA00

BMP TYPE TN REMOVAL RATE NOTES: ENGINEER SIGNATURE/SEAL DATE PUBLIC SERVICES STORMWAIER DATE
A WET DETENTION POND 25%
B CONSTRUCTED WETLANDS 40% C OPEN CHANNEL PRACTICE 30% 40 0 40 80 120
D RIPARUIN BUFFERS
E VEGETATEDFILTERSTRIPS 20°~ WITH LEVEL SPREADER P~\02PROJ\4160\4160-LDDT\dwgA4160B-SITE,dwg D8/05/20D3 1104,30 AM EDT

Revis~ n Da e B Date JUNE 2003

tss SERVICE Scale : Map No.
` . CARpZ erring-Sutton & Associates, P.A. WILSON MEMORIAL S Site Plan ` 4°* 02-4160B
~ Engineers -Surveyors -Planners ~T r Sheet No. 1 of 1

'''•~'"•S` 2101-A Nash Street North, Wilson, North Carolina 27896 (252) 291-8887 Wilson, N.C.