20041492 Ver 1_COMPLETE FILE_20070831

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David Thompson
1511 Highway 96
Franklinton, NC 27525
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
' September 27, 2004
Subject Property: Stanton Place Subdivision on SR 1113
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1492
Vance County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Thompson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 140 feet of intermittent streams and d 10,650 square feet (ft2) of protected
riparian buffers for the purpose of the proposed road crossing\at the subject property, as described within
your application dated August 31,. 2004 and received by the N:?. Division of Water Quality (DWQ) on
September 7, 2004 and additional information received on September 10, 2004, September 21, 2004 and
September 22, 2004. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use
Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE). This letter shall
also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 213 .0233. In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650,
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.no.us/ncwetiands
None hCarolina
Xturall
David Thompson
Page 2 of 3
September 27, 2004
Amount Approved
(Units.) Plan Location or Reference
Stream 140 (feet)
Buffers 10,650 (square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pith associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the mpst recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must `comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Diffuse Flow
An additional condition is that all constructed stormwater conveyance outlets shall be directed as
diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-
concentrate before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this
David Thompson
Page 3 of 3
September 27, 2004
is not possible it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney at 919-733-9646'?r Bob Zarzecki at 919-733-9726.
Sincerely, _
AWK/bs
Enclosures: GC 3404
Certificate of Completion
eKlek, P.E.
cc: Norton Webster, Kimley-Horn, Post Office Box 33068, Raleigh, NC 27636-3068
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 04-1492 Stanton Place SD (Vance) 401NBR
r ?
? ? ? Kimley-Horn
and Associates, Inc.
r
September 22, 2004
401 MUED
Mr. John Dorney
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650
Re: Stanton Place
Vance County
Henderson, North Carolina
DWQ #: 04-1492
Dear Mr. Dorney:
¦
P.O. Box 33068
Raleigh, North Carolina
27636-3068
11ETLA11rQ,S 1401t-
Pod,
SEP 2 9 2004
WATER QUALI ry S?(:TiQ V
Kimley-Horn and Associates, Inc. is providing information regarding stormwater
easements on the above references property.
Attached is the erosion and sediment control plan with the stormwater easements
placed as shown.
Please approve the application with the stormwater easements as part of the
permit conductions.
Thank you for your attention to this matter. If you have any questions, please
call me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
¦
TEL [phone]
FAX [phone]
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LEGEND
MAJOR CONTOUR
MINOR CONTOUR
PROPERTY BOUNDARY
PROJECT DEVELOPMENT
LIMITS OF GRADING
CULVERTS
LEVEL SPREADER
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PREPARED IN THE OFFICE OF, CLIENT: w,ld IAlllllll/ A 1 /4 pAUG 2004 PROJECT:
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- Kimley-Horn DAVID S. THOMPSON FSs%?
STANTON PLACE
DAM DR- BY,
T aNEdFil Iri tk (011176 f+ onerx erg
AEhl eemepM service.
This document, together with the concepts and designs presented herein, as an Instrument at service, IS. t
Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper and Associates Inc) F t?• pssanEa $1,
reliance on this document without written authorization and adoption by Klmley-Horn and Associate., Inc.
P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 EROSION & SEDIMENT CONTROL PLAN •,°o? !N?.• 0
6 pYblghtlrKim16y1HUro o to Associates ho. 200 odates, inc. PHONE: [phone] FAX; [phone] AT-!) RUM!- roe:, SEAL• 1828002 s ET- 4
8
N
m
0
? ? ? Kimley-Horn
and Associates, Inc.
September 21, 2004
Mr. John Dorney
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650
Re: Stanton Place
Vance County
Henderson, North Carolina
DWQ #: 04-1492
Dear Mr. Dorney:
WETLANDS 1401 GROUP
SEP 2 1 2004
WATER QUALITY SECTION
Kimley-Horn and Associates, Inc. is providing clarification to issues on the
above reference permit application. The three issues are addressed below:
1) The second level spreader (#4) length is shorter to minimize disturbance in
the buffer. The level spreader up slope is 153 feet while the down slope level
spreader is 123 feet. See attached erosion and sediment control.
2) Vegetation at the time of the site visit (August 11, 2004) was thick ground
cover. The site appears to have been selectively harvested 5-8 year ago which
has resulted in a dense under story with thick ground cover. The corrected level
spreader worksheets are attached.
3) Stormwater easements will be placed around stormwater devices to allow for
future maintenance.
Please approve the application with the stormwater easements as part of the
permit conductions.
¦
P.O. Box 33068
Raleigh, North Carolina
27636-3068
¦
TEL [phone]
FAX [phone]
? M ? Kimley-Horn
and Associates, Inc.
Thank you for your attention to this matter. If you have any questions, please
call me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
DWQ Project No. 04-1412-
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name : Sf P NToN PLACC
Contact Person: Sc FF M ootze Phone Number: (9 tq ) (_9,7-7_Z175-
Level Spreader ID: ,;# ¢ ( -IFA 12 + 7 D t--,' , T-)
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment r Bypass Method
153 ft.
4,& ac.
0. 5- ac.
11 %
Z. cfs
I Z- cfs
NtCk rROUTJo C0147-
PRe-TV,-1Arn6N-r
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
thick ground cove or grass, canopied forest with leaf litter
groun cover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
44v\, Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N a Pre-Form Scour Holes are on flat slopes only
F No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
,??ra Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N? No structures are located in protected buffers.
NA Plan details for the bypass and outlets are provided.
Nn The operation and maintenance agreement includes annual erosion and vegetation repair.
NA The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DuFr6v- CO,?gtsss OF OPTu;z IF'eC cov69 AND _Mlu«
DWQ Project No. 04-14C12
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : SYAt mot,) PLACe-
Contact Person: Te-FF MgpotLC Phone Number: (519) G-+"7.21'75-
Level Spreader ID:.*3/ I7-I-00 LT)
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatme r Bypass Method
1 4 ' ft.
e% It ac.
0.1 ac.
6.0 %
m 0-b cfs
0.1- cfs
?KZ[K Ga•-w-o CnUOR
?Kr-- MEAT meb I
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
ick ground cov r grass, canopied forest with leaf litter
groin cover)
42
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
g:to%A-,1 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N? A Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N A Bypass method is specified (if applicable) and plan details and calculations are provided
NA Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N A No structures are located in protected buffers.
NA Plan details for the bypass and outlets are provided.
NA The operation and maintenance agreement includes annual erosion and vegetation repair.
NA The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 04-141Z
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : '55 ANTOP-) QLNC6
Contact Person: 7dFP Moorte Phone Number: (9 1-1 ) c.-t-7 X1.755
Level Spreader ID:. it 2 ` 10 -r-7 o LT)
Level Spreader Length ti S -ft.
Drainage Area n. t ac.
Impervious Area o.os ac.
-X Maximum Filter Strip/Buffer Slope 15- %
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
Max. Discharge from a 10 Year Storm 0.z cfs
Max. Discharge to Level Spreader U-z cfs
Filter Strip/Buffer Vegetation -TV? K v67oUNO GpVe-rZ
Pre-treatmentpr Bypass Method prat-TReArMeNf
REQUIRED ITEMS CHECKLIST
\_ (thick ground cove or grass, canopied forest with leaf litter
grmndcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
tnl Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N' Bypass method is specified (if applicable) and plan details and calculations are provided
Np? Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
r? No structures are located in protected buffers.
N A Plan details for the bypass and outlets are provided.
NA The operation and maintenance agreement includes annual erosion and vegetation repair.
rv A The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
i?VF??=CG? Cnn1?t??s ?'? M(k1U2L` l`tZ?.? GauC2 gcvt? ??Ei1C3LG St<?ta?'s,
DWQ Project No. 0 4 -1412
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: STAN ea PLhcF-
Contact Person: O L=rF- moo R e Phone Number: (911 ) 6 ? ? - 2175
Level Spreader ID:. $t I (ItA 10+'40 RT)
Level Spreader Length s ft. (perpendicular to flow)
Drainage Area O. `f ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.1 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 9.0 % (6% for forested, leaf littler cover, S% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm ?• S cfs
Max. Discharge to Level Spreader 0, cfs
Filter Strip/Buffer Vegetation Ilk is k 62--No _Ce-ER hick ground cove or grass, canopied forest with leaf litter
groun cover)
Pre-treatmen r Bypass Method We- - izgA; -r rr+BNT
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
NIA Pre-Form Scour Holes are on flat slopes only
6 k4.- No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
PJ A Bypass method is specified (if applicable) and plan details and calculations are provided
NA Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N A No structures are located in protected buffers.
%A P, Plan details for the bypass and outlets are provided.
NrA The operation and maintenance agreement includes annual erosion and vegetation repair.
N A The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. D 4 -14q Z
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : STANrroO PUCe
Contact Person: s E F F Hogue Phone Number: ?q 19 1 6,7-7 . Zi -7 5-
Swale ID: GS -
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
IS-U' ft.
o. o r ac.
C) ac.
6.8 fps
j .8 fps
3-1 ratio
6.oOln ft/ft
0,Lt-rC-euL-
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specificafions showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substanfially delay final review and approval of the project.
Applicants Initials
rtt - Vegetation Plan provided on plans
- 411k, _ The underlying soils are permeable and non-compacted
t v? Swale carries only stormwater flow
Water table depth is greater than 1 foot.
rn ._ Plan details for the swale provided.
NJA Plan details for the inlets and outlets are provided.
1--i A Check dams provided.
NJA The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
r?-J A The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. 04 - Rel Z
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 51-A rMP PL.Na6
Contact Person: ;6F-r- Mooge Phone Number: (`iiq ) & 17-Zits
Swale ID: GS
Grass Swale Length
Tributary Drainage Area
Impervious Area
12-01 ft.
0.1 ac.
0.03 ac.
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
II. REQUIRED ITEMS CHECKLIST
I.2 fps
3. fps
i ratio
0.04 ft/ft
IN LL rt??_Qc_
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a .
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
4 Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
\ L? Swale carries only stormwater flow
Water table depth is greater than 1 foot.
t?-Plan details for the swale provided.
UA Plan details for the inlets and outlets are provided.
N A Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
A The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. 64-1492,
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : S-raN %o-a PVac-
Contact Person: JL F F t l ,nrzE Phone Number: (9 tg) to 7- 7-175-
Swale ID: G52.
Grass Swale Length
Tributary Drainage Area
Impervious Area
ZS'o ft.
b.2 ac.
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
II. REQUIRED ITEMS CHECKLIST
0.1 ac.
144 fps
3.(p fps
3'.1 ratio
e.v4 ftlft
TAI.. t=£sGUE
(2 fps max.)
(3:1 min.)
(check dams may be used) ?
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
ri-L&___. Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
u - Swale carries only stormwater flow
Water table depth is greater than 1 foot.
.r Plan details for the swale provided.
NA Plan details for the inlets and outlets are provided.
M'_ Check dams provided.
-?N A The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
N fa The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. 04- 1+971
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : ST-A oTe ? PLAC6
Contact Person: 76Fr' Phone Number: Mi9 ) ul-7-ZoS
Swale ID: &51-
Grass Swale Length
Tributary Drainage Area
Impervious Area
400 ft.
0.3 ac.
0.1 ac.
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
II. REQUIRED ITEMS CHECKLIST
[.9 fps
3.9 fps
3--l ratio
o.o 4 ftift
TAIL fcscvE
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a .
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
c.? Vegetation Plan provided on plans
h . The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
Plan details for the swale provided.
N A Plan details for the inlets and outlets are provided.
r}v? Check dams provided.
era The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
N A The operation and maintenance agreement signed and notarized by the responsible party is provided.
?KimleyHorn STANTON PLACE FIGURE
m? and Associates,lnc. HENDERSON, NC STREAM IMPACT
0,- VANCE COUNTY IOF I
PI Std l +392Q PI S t9+26 3',
/ to
I I ! I I / Tar P lico River b= 22 53't85'flTl A 749J 325fRT)
J, I a / RI rra°Aro'A ea 9utfer D = 8 32175 D 16 32'3f2 `
L=2680(' L 492.61 ,
Tar Pamlico River ?? / T; = 13585 T 25908
SpA Riparian Ara° Buffer) I I I bo eo I, R. z \
671,09 R 33952
. I ,
I I /i , v
I I I :? ?/ /X h6nheiNaS V::
I /
POTSto.10+00.00 oferaiv bitch'.
%eC td 12•+9838 ?PTSto 15+66.95 PCSto 16+b7.5 see Ditch Detai131 Rooewdyitdh
I I I I ?; IB+SD to' 17+60 LT Sta 17450:totI9+00 LT
D A;= CA AC 02=0.6 cfs '?. SIOPe-ID.O%, Depth I0 ft ;i
`. 11 !? i • ' Slo e-14 De th 0 G ft Temporary Lfner
I I / i Shedr Stress 177 psf Flber91a35`.Rovln9
j? C6pnpeyNo.3
Cho riel d i, ,' toterppl V?Dlfch ,L9vVi Sprg6der,NO 3 ! '' :Temporary Liner::
Level Leve Spreader No.2 I ICat?rdl Oi1 ISee ,Ditoh,'DQai(3,1 r ;•(See ,ikvgl Spreader! .19X1OX3CYeekeDa s: O':25 ¢
't
' !n , ?• ? .?--_'-? ???`,,
eat 9) 4' WEIR
(See l Spreader - IS b i H?12.7pjh= tai13 eet.'9% '?Sta 2+0.0 4,1A .to12+50 6LT; Aetall', Sh ?
pp L 1 ?'
Detail, Sheet 91 I '. St IDw Ut '11+40 r D.A., 0.4'AC, q2-D.6'cf$- i Sfa i2 100 ;LT ,•. ?. mss,- ??? '?? ",? i >"?
Sta 10+70 LT I D.A': = 0 vAC, fb?;.y Wltlth 10 Entrance Width=l0' ' -pe=2 5(y4 Shear tre's=1.13 sf DDepth.5' ?? E d Width 3 PTS10.21+1006 /` ear . 649 f Class 5S Rip..?Q Liner ; ' P !
End Width=3' I' .......f..,. E rn o tTrY Ltner.:} /% I, .I;Ch... Damb a 45 ,ft Len9th.l5;
Length=15' .. ynt tlo 1aY ?? :. i_ 1
?
I GSI (Grased Swdl f) . - \ .
I.neck lam @ c5, 1 I; S E / ?? ?` , ??? -
D
Lsec aitch
Temporary 1
„.I..., '•..1 :,,19x1Ox3ISe'e teral12.V 50: t
Ditch Deta83) i / / •i• ?.,• ?i i-?.•\ ,
Gravel I I 1 ??'WE R, 14r001LT:
Construction ) - 2 ?•, A
Entrance/Exit Slppe=13.67 yy Ditch
?. _...? I ?, ?.• :?, 1 t Temporary Liner oOGE 1.f`'.,i ?A 3i Stod17 50,; to RT
Straw with Net 5 SI eFVariable, Dei)th=,4.0 fl
A V
I \IV - •,?- i ?: C ?'"..! , -S ealal CD's Ditch,, Temporary Liners ?.'?? ..
p
.+?-•-.-?( .. ...(.1-?'?. . / (59e Ditch Deta121 Straw With Net.
J Lateral.V Ditch
I 11/ ?._.
t
76TaN ; . (See:Dlf?D t3)
' ` , .`? Slpa e"Vaalab?el0epflr. O/' ft , `\y Sta 21*00hto 22j+,20 LT
T
Slope 7.57. QLepth=l:0- ft ..
o er
r' o S n t at - A•A -Tem orar
0?e0,Che6k Dams &-25 ft Fiberglass Roving
i
T V,
r f a i'/ \ >n
Level Sprea er N6.1 ? G S 3
- - ..,
(See Levels re er. -.-. yl /
Detail, She 91 Raadw°yy Ditch
STa 10+70 7 'Sto 12+50 to ISyDO R'f
I I
Entrance Idt41 f. tOX36X3 / 5107e=12.0%,'Oepfih LO ft;
=.5' : - 0' EIR' Line ,witF,?Clas5 8 AiIp ;RCP Roadway 0lich \\ _ .-.- -- ---
Depth0
G ;
I,,. 19XfQ 3, / Sta 21+50 to 22+50 AT \ 2 \\ .,. /
End Width Slo e=5.07., popih=l.0 ft ?`
euelSprebder No. q' ./ R ddWCy Ditch p t \ . -- 19x10x3
Length -IS I I 4'W fRl ($ee,CeyelB r?odor ??onn€INO.,I( Tem orar
v .Liners
/ P bipa I5+00 to 16{50 RT p Y, A 4'WE1R
ICha ell .-2' Uetpil,3h et/91 ' Lateral4;Qitch /SIoDe-Variable;'DeDih ID ft Fiberglas Roving V?\
Lat raIV, blt?h Temporary 'Liner:
STa 12+6 T //
(Se DF h (S Ditch DeiW?3) Lateraly Oltch.....
I r D tall3 Ent once: ' ?.' a,11+ 5 to {SO RT / Synthetic Mat / \\
St rJO+.O t -IIM5 AT ,? f " - ?- d' h' yfe? q z
End 610;N:7 (See Ditch Detail3)
. ?.? /De th 05 iD.A 60?AC
0. = 0 AC 02 0.6 cfs i ^N iT 4 r' Sta 22+20 to 23 SD LT
D 0 I tt / ' IAth 3'
to, pe 17 5/, Dept 0., f , j 26x13A`3 \r
SI De II %, pth 07 ff _ /
lne 10. ft
Th
ar tress=7.8b 4'WEIR. V. .....Slemp rarY L
D Ph
S ear tre s-1.52 psf ne Ith,'CI ss IRi R° i
Fiberglass
I i mpo Cry LInBr ! / / c / A ' POTSto-'24+2106')
r / ! Roving
5 nth tic at rHCuI erg Na I. 42' P
2 ..
Chec D° 0 25 ft J ?f l ' CrrooYe End PrrojC7 ?.- Che k DaIRa 5 ., t
I Alrainage Area t 2 A res ,
1 Tail Ditch
Tar amli o ?ver PrecohstPuatldn,'025 - 2Y'°ts'? (See Ditch Detall4) G54 - v
PPP i V 111
R' A B t P;osteonstrpction,,0235 :?31 o; s
D't h 1-906 0'
y
g
0
0
c
N
°o
N
0
O
u
0
9
0
a)
Ip iaI n ,.re u er Pipe Indert Blev ; L'ft / I nve
.I \ I p I ,Pipe OUtlefi •Elev =•322'8 1 06%
Tmpeorary Lfiner905:0 None
BuI ied' 6 an+o Yty/eafibe ......Ole
7 1 ` ?\Jr
rn, Total Stream Irngdpt - 140 'ft,' / j
I I ??..D,? Note. Prov-i( 43 ft minllpum i ,% :> _ `:
°gver,,'from.lpvert to subgrade`
I/N
Class A Rip Rap \
l atlah fqP 5tij s / ..._
/
/Stabili?atPO6 SjruCtur ..,,,,,,, r
I
a Detail /
r __--_- . , _
Ij ?? `--- t _ -- -- OF, CULL -SA
T,Y - ---
:T
I I ' I I l 2ndev reaer ?- -- - . _ ___ --- STA`3+7 ---r -
Ve<i C NTER
I /
Ea` en erm IthGrdss '
?? ?Yo'M Atldltlpnal C
etafion impact
III I / _
.4See'LevelSpreGder, i / .. - .
Defpll Sheet
5to 12+50 AT r c: I
I Enfronce WIQth ID' 1 ` -
's
I I I EEn4tWidfh=3.
1 Length-123' : + _..
LEGEND
MAJOR CONTOUR - \ '•.
MINOR CONTOUR
TEMPORARY SEDIMENT TRAP
PROPERTY BOUNDARY --------- TEMPORARY DIVERSION DITCH -TD-TD-TO-TD- /
PROJECT DEVELOPMENT SILT FENCE /
LIMITS OF GRADING -- - -- - - - -
LATERAL I TAIL DITCH /
CULVERTS
TYPICAL ROADWAY DITCH -? -? -? -? 25 0 50
i
LEVEL SPREADER CHECK DAMS 1 1? 1
CLIENT; pAIE,
PREPARED IN THE OFFICE OF,
0?p01jrrM AUG 2004 PROJECT:
tH
? Kimley-Horn DAVID S. THOMPSON ;°?° pp CAfOi STANTON PLACE
. . t,, SEAL i?
KY. rw, unsaN, , DRAWN Sr, By.
er,
aEaFn 071116 DaDRAWN
op ion by, pelf
This docame de with the CWritte 3 and designs presented
Kl an
Horn Instrument Of T.tEs,e,13 Associa E' ?f• , pFSCMD RY:
ltbc only for the Svealfla purpose one client for whlah it wa3 vrevar3c. Reuse of one Improper ?
ma
tend
?.. EROSION & SEDIMENT CONTROL PLAN " ?.. INEt. ?.•'
this Mls document without written ut
authorTzotlo rixa}IOn and COODTIOn b KImI3 -Horn and A63acIai36 )n0. S i i*F1 •v 4p
reliance on
P P.O. BOX ONE: (919166787-2000RALEIGH, NORTH FandAAX: 919) 677-2050068tes1 Inc.
SEaL!4??e1pW?F pO?? CHECKED BY, ATTACHED REFERENCE FILM ms N1191xu s.CV.-CR:
?yrightl KTmley-Morna nd Asso ates.l a,2oo3DCicte3,lna by y
011628002 4
? ? ? Kimley-Horn
and Associates, Inc.
September 9, 2004
Mr. John Dorney
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650
Re: Stanton Place
Vance County
Henderson, North Carolina
DWQ #: 04-1492
Dear Mr. Dorney:
WETLANDS 1401 GROUP
SEP 1 0 2004
WATER QUALITY SECTION
WETLANDS 1401 GROUP
SEP 1 0 2004
WATER QUALITY SECTION
Kimley-Horn and Associates, Inc. is submitting the additional required
information. The three items are addressed below:
1) Three of the four level spreaders receive minimal flow. Level spreader #4
receives significant flow and is designed with two level spreaders in series due to
the slope (22.5% slope). The level spreader in zone 2 will be an earthen berm
with vegetation (grass) for stability. The vegetation in the entire buffer is thick
ground cover. No hard structures will be placed in zone 2.
2) The impact numbers on the figure have been revised to reflect the proposed
impacts. The proposed channel impact is 140 linear feet with 6,160 square feet
of impact in zone 1 and 2,870 square feet of impact in zone 2.
3) The 36" RCP will be buried 6/10 of foot in the stream bed to allow aquatic a(
life passage.
¦
P.O. B0:?e
Raleigh, olina
27636-3068
V,
¦
TEL [phone]
FAX [phone]
? M Kimley-Horn
M F-1 and Associates, Inc.
Thank you for your attention to this matter. If you have any questions, please
call me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
Kimley-Hom STANTON PLACE
??? and Associates, Inc. HENDERSON, NC STREAM IMPACT FIGURE
IOF
I
VANCE COUNTY :1
Kimley-Horn
and Associates, Inc.
August 31, 2004 •
P.O. Box 33068
Raleigh, North Carolina
27636-3068
Mr. John Dorney
NC DENR/Division of Water Quality 10 4 1 4 9 1
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650 WETLANDS / 401 GROUP
Re: Nationwide 14 Permit Application SEP 0 7 2004
Stanton Place
Vance County
Henderson, North Carolina WATER QUALITY SECTION
Dear Mr. Dorney:
On behalf of our client, Mr. David Thompsom, Kimley-Horn and Associated,
Inc. is applying for a 401 Water Quality C6rtification as part of a Nationwide 14
for a proposed road crossing for the Stanton Place project. Stanton Place is a
proposed residential housing development with seven lots. The 36.5 acre parcel
is located 4 miles south of Henderson on west side of South Lodge Lake Road
(SR 1113) north of Long Creek. The project is located in the Tar-Pamlico River
Basin.
On August 11, 2004 Mike Horan conducted an on-site determination to review
drainage features located on the property. Only one feature was found to be
subject to the rules. The subject channel, an unnamed tributary of Long Creek,
flows south parallel to South Lodge Lake Road near the eastern side of the
property. (See attached map and DWQ letter.) Long Creek is classified as class
C (NSW).
The proposed road crosses the UT of Long Creek perpendicular. There are no
other alternatives to accessing the site except by crossing the stream. The
proposed culvert will impact 133 linear feet of stream channel and 9,030 square
feet of riparian buffer (Zone 1 is 6,160 square feet and zone 2 is 2,870 square
feet). There are no jurisdictional wetlands located on the property.
The stormwater management plans and calculations are attached for your review.

¦
TEL [phone]
FAX [phone]
??? Kimley-Horn
and Associates, Inc.
Thank you for your attention to this matter. If you have any questions, please
call me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
401 MUM FILE, CITY
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 041492
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2.. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information WETLANDS 1401 GROUP
1. Owner/Applicant Information
Name: David Thompson SEP 0 7 2004
Mailing Address: 1511 Highway 96 W T QUA.LI Y ccwTiON
Franklinton NC 27525
Telephone Number: 919-528-4334 Fax Number: N/A
E-mail Address: _ N/A
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: Jeff Moore P.E.
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: P. O. Box 33068
Raleigh, NC 27636-3068
Telephone Number: 919-677-2175 Fax Number: 919-677-2155
E-mail Address: Jeff.Moore(a,Kimley-H&n.com
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a , scale and - north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans.. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
L Name of project: Stanton Place Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): DB 825, PG 784
4. Location
County: Vance Nearest Town: Kittrell
Subdivision.. name (include phase/lot number): Stanton Place Subdivision
Directions to site (include road numbers, landmarks, etc.): From Raleigh, north on US 1,
Left on.SR 1107, Right on SR 1113.
5. Site coordinates, if available (UTM or Lat/Long): N 911,404, E 2,165,182
(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): 36.51
7. Nearest body of water (stream/river/sound/ocean/lake): Long Creek
8. River Basin: Tar Pamlico
(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: Mostly undeveloped woods with residential land use
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used:
Heavy roadway construction equipment: grader, scraper, bulldozer, paver, etc.
11. Explain the purpose of the proposed work: Construct a residential subdivision and
associated roadways.
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.
DWO Project No. TPBRRO#04-238
Buffer determination made by Michael Horan on Aue-ust 11.2004. (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 future permits requests are anticipated. The site contains only one Jurisdictional drainage
Feature that the road will cross.
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.
Page 3 of 8
1. Provide a written description of the proposed impacts: We proposed to install a 36"
Reinforced concrete pipe culvert and associated embankment in an unnamed tributary to Long
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A

" List each impact separately and identity temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti)://www.fema..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: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Culvert 140' UT to Long Creek 2' Intermittent

* List each impact separately and identity temporary impacts. Impacts include, but are not. limited to: culverts and associated. np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening; etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.,gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tovozone.com,
www.mavauest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 LF
Page 4 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
MA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
- 5. Fond 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.
The stream flows parallel to the road and must be crossed to access the site. The impact was
minimized by only crossing the stream at one location. Erosion and sediment will be
minimized by using sediment traps and level spreaders. (See attached stormwater plans.)
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
Page 5 of 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httl):Hh2o.enr.state.nc.us/newetlands/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.
No mitigation is proposed at this time. Impacts have been minimized.
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/wlp/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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 6 of 8
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 Tar-Pamlico )?
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 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Zone* . Impact
(square feet Multiplier Required
Mitigation
1 7000 3
2 3650. 1.5
Total 10650
Page 7 of 8
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
No buffer mitigation is required.
XL 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.
Existing impervious surface is. 0%, proposed impervious surface is 5% which includes the road,
driveways, and houses. Stormwater controls consist of sediment traps and level spreaders. (See
attached plans and calculations.)
XIL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will be treated with septic systems.
XIII. Violations (required by DWQ)
Is this,site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
6-3i -04
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
08/26/2004 14:09 9194964292 FRANKLIN FARM BUREAU PAGE 02
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Title USGS Quad Map (Henderson 1982 and Kittrell 1972)
Stanton Place
Kimley-Horn
? Project Vance County
?
?
and Associates
inc Henderson, NC
,
.
Date:
T Scale: Project No. Figure:
8-31-2004 I in.=2000 ft. 011828002 1
? ? ,C? k ?C yr .:gip v
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Feet
Title Soils Map
Stanton Place
? ? ? Kimley-Horn Project Vance County
Henderson, NC
and Associates, Inc. Date: Scale: Project No. Figure:
8-31-2004 1 in.=1000 ft. 011828002 2
GRAPHIC SCALE ?
Irv BUFFER IMPACTS

25 Q 25 5,0
J o ZONE I: 6160 SF

ZONE 2:2870 SF

(IN FEET)

?
44j
Ov,

/ STREAM IMPACTS
/INCH = 50 FT o?' ; j
,,icc, 133 LF
® ZONE I IMPACT
C) C) ® ZONE 2 IMPACT
O
O
C-i
..... ?,
\ (, \ r
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_;...c?.......
i
EXISTING /3p x361-RCp i /
ROAD A;
Lij
Kimley-Hom STANTON PLACE
and Associates, Inc. HENDERSON, NC STREAM IMPACT FIGURE
VANCE COUNTY IOF I
xn.tew,n.w ? xxw
Michael F. Easley, Governor
William G. Ross Jr., Secretary
RECEIVED North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
ALIG 2 3 2004 Division of Water Quality
?i???Y H??? August 16, 2004
ENVIR? TPBRRO# 04-238
Norton Webster
Kimley-Horn & Assoc., Inc.
PO Box 33068
Raleigh, NC 27636-3068
Subject Property: Stanton Place (4 Miles South of Henderson on South Lake Lodge Rd. (SR 1113))
Mill Creek/South Lake (030301, 28-17-3-1, C NSW)
Vance County
Page I of I
On-Site Determination for Applicability to the Tar-Pamlico River Riparian Area Protection Rules (15A NCAC 2B
.0259)
Dear Mr. Webster:
On 8/11/04, at your request I conducted an on-site determination to review a stream features located on the subject
property for applicability to the Tar-Pamlico Buffer Rules (15A NCAC 2B .0259). The streams are labeled as "A, B, C & D"
on the attached map initialed by me on 8/16/04.
The Division of Water Quality (DWQ) has determined that the surface water labeled as "A" on the attached map is
located on subject property referenced above and is subject to the Tar-Pamlico Buffer Rule. Features "B, C & D"
are located on the -Vance Co. Soil Survey Maps but are not located on the subject 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 on-site determination shall expire five (5) years from the date of this letter,
Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC
.27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local Authority that "exempts".a surface water from
the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start until the affected party (including downstream and adjacent
landowners) is notified of this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
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].
Sin??t,c-Q
Michael Horan,
Environmental Specialist
cc: RRO
DWQ 401 Wetlands Unit
File Copy
Central Files TPBRRO# 04-238
Land Quality 8/16/04
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
REL1ENR phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
NorthCarolina
Kimiey-Horn
and Associates, Inc,
June 21, 2004
P.O. Box 33068
Raleigh, North Carolina
27636.3068
Mr. Steve Mitchell
Division of Water Quality
NC Department of Environment and Natural Resources
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Stanton Place
Henderson, Vance County, NC
Dear Mr. Mitchell:
Per our telephone conversation on June 8, 2004, attached is a site location map .
and a site development plan: The 36.5 acre subject property is located four miles
south of Henderson in Vance County on South'Lake Lodge Road (SR 1113).
The proposed site use is residential development (seven lots). The proposed plan.
is to build a road across a drainage feature to access the site. The drainage
feature originates from a pond north of the property and drains south through the
property eventually flowing into Mill Creek The drainage feature is located on
the USGS map (Henderson, NC) and the Vance County soil survey (Sheet 13).
The site development plan depicts the boundary of the property and the Tar-
Pamlico River Buffer for the drainage feature adjacent to the road. Two
additional drainage features are indicated by the topography and are also depicted
on the soil. survey map, but not on the USGS map. Please make a Tar-Pamlico
River buffer determination for drainage features located on the subject property.
Thank you for your attention to this matter. If you have any questions, please
call me at [phone].
Very truly yours,
KINILEY-HORN AND ASSOCIATES, INC.
Norton .Webster
Environmental Scientist
Cc: Jeff Moore, KHA
¦
TEL [phone]
FAX [phone]
Name:HENDERSON
Date: 6/7/2004
Scale: 1 inch equals 2000 feet .
Location: 036° 15' 17.9" N 078° 26' 17.8" W
Caption: Stanton Place
Vance County, NC
Wk 8fl6[0
VANCE COUNTY, NORTH CAROLINA SHEET NUMBER 13
50 00 4 000 3 000 2 000 1 000 0 5 000 Feet
1 5 0 1 Kilometer
Scale- 1:20000 ?/? /Q
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : SAN i eN Pt k e E
Contact Person: OFF- Moo It a Phone Number: (911 1 6 - z 1
Level Spreader ID: 1t 1 (S+A 104.'40 %T)
i
Level Spreader Length I . ft. (perpendicular to flow)
Drainage Area O. If ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.1 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 8. O % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 0.8 cfs
Max. Discharge to Level Spreader O, cfs
Filter Strip/Buffer Vegetation -i?4icr 6X--o C-E2 thick ground cove or grass, canopied forest with leaf litter
groun cover)
Pre-treatmen r Bypass Method Rge• -TrcEAT MS-T
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
rJA Bypass method is specified (if applicable) and plan details and calculations are provided
pip Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N A No structures are located in protected buffers.
.J^ Plan details for the bypass and outlets are provided.
NP The operation and maintenance agreement includes annual erosion and vegetation repair.
DI P The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : ?i ANTOrj ?L_NC,E
Contact Person: zEF F N100P-e Phone Number: N ict ) t,-7 -7 .- 2 t7S
Level Spreader ID:. 2 ` 10 -t -7 o L,T)
Level Spreader Length 15' ft. (perpendicular to flow)
Drainage Area 0.1 ac. (on-site and off-site drainage to the level spreader)
Impervious Area aos' ac. (on-site and off-site drainage to the level spreader)
-IY- Maximum Filter StriplBuffer Slope 15- % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm o.z cfs
Max. Discharge to Level Spreader U-z cfs - ""- -
Filter StriplBuffer Vegetation THicr< co??rz ; (thick ground cove), or grass, canopied forest with leaf litter
"
""
grdtmdcover)-"_
Pre-treatmentor Bypass Method ?RC-TRFA1 H6mT
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. ff a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
ADDlicants Initials
_ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
-? No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
NA Bypass method is specified (if applicable) and plan details and calculations are provided
NA Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
NIA Plan details for the bypass and outlets are provided.
NA The operation and maintenance agreement includes annual erosion and vegetation repair.
NA The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
3?Fr tt. Gor4si--Ts OF Mr,,-uRz` TRe-C co AN tp cfAC3(LC '&Lop?S
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : SyA%xror-) PLAc4
Contact Person: Z-dFF N?oOtLG Phone Number: M11) C.-1-7-2 t'7S"
Level Spreader ID: _., 3(9-.177-+00 LT)
Level Spreader Length 14 r ft. (perpendicular to flow)
Drainage Area D. It ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.1 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope B. D % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 4.6 cis
15
f
c
s
Max. Discharge to Level Spreader 0.
Filter Strip/Buffer Vegetation 11Az K 69-1 -0 cnuER ick ground cov r grass, canopied forest with leaf litter
groun cover)
Pre-treatme r Bypass Method TKS --MEAT nc?r i
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
AADDlicants Initials
?^A/ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N a Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N A Bypass method is specified (if applicable) and plan details and calculations are provided
NA Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N A No structures are located in protected buffers.
b1A Plan details for the bypass and outlets are provided.
NA The operation and maintenance agreement includes annual erosion and vegetation repair.
biA The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name : si a grow F1166
Contact Person: ScFF M 04>Rc° Phone Number: ( `1 i9 1 6.17 21-75-
Level Spreader ID: _:# ¢ ( _,T,> 12 + 7 b rz ,,-)
Level Spreader Length I S 3 ft.
Drainage Area 4. o ac.
Impervious Area 0.5- ac.
Maximum Filter Strip/Buffer Slope I 1 %
grass
Max. Discharge from a 10 Year Storm I cis
Max. Discharge to Level Spreader I cfs
Filter Strip/Buffer Vegetation u?Ck ?n? eaoEv-
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
thick ground cove or grass, canopied forest with leaf litter
group cover)
Pre-treatment r Bypass Method Frz(f - ; RCA-rn6N.
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants initials
4v\, Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N a Pre-Form Scour Holes are on flat slopes only
_ d 11. No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
"A Bypass method is specified (if applicable) and plan details and calculations are provided
"R Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
Nn No structures are located in protected buffers.
N A Plan details for the bypass and outlets are provided.
NA The operation and maintenance agreement includes annual erosion and vegetation repair.
N A The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
A I3uFF69 ?or?SISiS Ov' 0pTURb (R15E c-)69 AwD --7-P,3L6 SLCae6s.
DWQ Project
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 5TAoTo,-J pLACC
Contact Person: T?FE Phone Number: (9 6 ) c.-1-7-Zi-7S-
Swale ID: G S 1
Grass Swale Length
Tributary Drainage Area
Impervious Area
4oo ft.
0.3 ac.
0.1 ac.
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
11. REQUIRED ITEMS CHECKLIST
(.9 - fps
3.1.7 ___ fps
3.1 ratio
G.o 4 ft/ft
TALL fe'?-vE
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials.
L. Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
[A-, Plan details for the swale provided.
N A Plan details for the inlets and outlets are provided.
r}r? Check dams provided.
N? The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
N A The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No.
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name STAN \ 6 J Pi1aC-6
Contact Person: 367F NI ,2„Z t Phone Number: 0 ti ) to`i?- z 175
Swale ID: G52
Grass Swale Length
Tributary Drainage Area
Impervious Area
b.2 ac.
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
II. REQUIRED ITEMS CHECKLIST
0.1 ac.
1•Cn fps
3.(D fps
;3'.I ratio
b.v44 ftift
TP t L Fr'scu6
(2 fps max.)
(3:1 min.)
(check dams may be used) ?
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a.
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
rl-1&_ Vegetation Plan provided on plans
rt n The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
t t k Plan details for the swale provided.
NA Plan details for the inlets and outlets are provided.
4 ?a.- Check dams provided.
N A The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
N fa The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : '57Ar-rM*' PL-Rc6
Contact Person: j -c- FF M oo gc Phone Number: 019 1 0-1-7-21-7f-
Swale ID: GS
Grass Swale Length
Tributary Drainage Area
Impervious Area
I Zo' ft.
U. ac.
0.03 ac.
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
11. REQUIRED ITEMS CHECKLIST
1.2 fps
34 fps
3, 1 ratio
0.04- ftlft
i rLLI- re_S v6
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
ADDlicants Initials
r 1 v.. - Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot
_ Plan details for the swale provided.
NA Plan details for the inlets and outlets are provided.
N A Check dams provided.
N A The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
A The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No.
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the followinc
Project Name : GTAt-iToO Place
Contact Person: TC F F Mc?DQt
Swale ID: GSA-
Grass Swale Length IS"U' ft.
Tributary Drainage Area 0.05- ac.
Impervious Area (7) ac.
information):
Phone Number: (q 19) b-7-7 - zi -7 s'
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Storm b.8 fps (2 fps max.)
Max. Velocity from 10 Yr. Storm I •?> fps
Min. side slopes 3-1 ratio (3:1 min.)
Steepest Effective Slope 0.00(0 ftift (check dams may be used)
Cover Crop + ?Ut-r-6sC-0E
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
ADDlicants Initials
(1-ISL..., Vegetation Plan provided on plans
rtlA - - The underlying soils are permeable and non-compacted
-1 n Swale carries only stormwater flow
Water table depth is greater than 1 foot.
h ._ Plan details for the swale provided.
NJA Plan details for the inlets and outlets are provided.
t'A A Check dams provided.
N JA The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
tip;
The operation and maintenance agreement signed and notarized by the responsible party is provided.
14
09/03/2004
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NVWN4 AT ?RQG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 20, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
David Thompsom
1511 Highway 96
Franklinton, NC 27525
Subject Property: Stanton Place Subdivision on SR 1113
REQUEST FOR MORE INFORMATION
Dear Mr. Thompsom:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1492
Vance County
On September 7, 2004, the Division of Water Quality (DWQ) received your application dated
August 31, 2004 to impact 10,650 square feet of buffers to\construct the proposed residential
subdivision with additional information received on September 10, 2004. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward
denial of your application as required by 15A NCAC 2H.0506 and will place this project on
hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Level Spreaders
It appears that level spreaders 2 and 4 are udersized for areas of mature tree cover. Please
increase the size of level spreader # 2 and provide alternative means to achieve diffuse flow
at level spreader # 4.
2. Stormwater
Please provide a stormwater easement for areas surrounding diffuse flow devices located in
lots 1 and 2.
Please respond within three weeks of the date of this letter by sending this information to me iii
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650.
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htti)://h2o.enr.state.nc.us/ncwetlands
Nose Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
David Thompsom
Page 2 of 2
September 20, 2004
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Debbie Edwards or Mr. John Dorney at
919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
'X4/
John Dorney,
401 Oversite / Express Review Permitting
JRD/bs
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office \.
File Copy \
Central Files
Jeff Moore, Kimley-Horn, Post Office Box 33068, Raleigh, NC 27636-3068
Filename: 04-1492 Stanton Place (Vance) On Hold 2

O?a? W A
-I
C1 'C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 10, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1492
Vance County
David Thompsom; °i 1511 Highway 96l=
Franklinton, NC 27525
Subject Property: Stanton Place Subdivision on SR 1113
REQUEST FOR MORE INFORMATION
Dear Mr. Thompsom:
On September 7, 2004, the Division of Water Quality (DWQ received your application dated August 31,
2004 to impact 10,650 square feet of buffers to construct the proposed residential subdivision. The DWQ
has determined that your application was incomplete and/or pri vided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
Please provide cross section details showing the provisions for aquatic life passage.
2. Level Spreaders
Please remove level spreader # 4 out of Zone 2 or give us the reasons for the use of the level
spreaders in a series.
3. Stream Impact
Please make corrections to the stream impact map labeled, figure 1 of 1, the,map impacts do not
match the PCN impact table.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650-
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httr)://h2o.enr.state.nc.us/ncwetlands
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N Carolina
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
David Thompsom
Page 2 of 2
September 10, 2004
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Debbie Edwards or Mr. John Dorney at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
'Z0
C? John Dorney,
401 Oversite / Express Review Permitting
JRD/bs
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jeff Moore, Kimley-Horn, Post Office Box 33068, Raleigh, NC 27636-3068
\ Filename: 04-1492 Stanton Place (Vance) On Hold
? ? ? Kimley-Horn
and Associates, Inc.
Transmittal
041492
PAYMENT
RECEIVED
P.O. Box 33068
RalF,igfiNorth Carolina
%3?6-3068
d£EL919 677 2000
FAX [phone]
Date: 09/02/04
Job Number: 011828002 Project Name: Stanton Place, Vance County
To: Mr. John Dorney
NCDENR/ Division of Water Quality
Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
We are sending these by
? U.S. Mail
? Other:
We are sending you
? Attached
? Shop Drawings
? FedEx
? Under separate cover via
the following items:
? Prints/Plans ? Samples ? Specifications ? Change Orders
® Other: Permit application
These are transmitted as checked below:
? For your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ® Submit ? Copies for distribution
? For review and comment ? Returned for corrections ? Return ? Corrected prints
Remarks: Thank you for your attention to this matter.
Copy to:
Signed
® Hand Deliver
Page 1
Copies Date No. Description
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
. Article Addressed to: T 5 S U f-d
David Thompsom
1511 Highway 96
Franklinton, NC 27525
DWQ# 04-1492 - Vance
A.
? Agent

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B. Re ived by Pnnted N
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C. Date of D
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Is delivery address dierent from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
IM Certified Mail ? Express Mail
? Registered 0 Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra-Fee) ? Yes
2. Article Number 7004 1160 0002 2706 5977
(Transfer from service label) '
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UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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DWQ# W9- Date _ l Who Reviewed: 2??
Plan Detail Incomplete
? Please provide a location map for the project.
? 4 Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes.on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
-? Please provide cross section details showing the provisions for aquatic life passage. - -- -
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater.management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
\Y
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.` ;
Avoidance and/or Afinimizat on Not Provided ;
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additioial
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. r,
? 'M p 'cation fee was insufficient ecause over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $. This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
ACtigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 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.
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
David Thompsom
1511 Highway 96
Franklinton, NC 27525
DWQ# 04-1492 - Vance
A.
X

Received by (Printed Name) C. Date of Delivery
?AVldl IFIt>?v. SpN 9- Iq -Zlf-
D. Is delivery address different from iter,i 1? ? Yes
If YES, enter delivery address below: . /Rl? o
3. Service Type
Certified Mail ? Express Mail
Registered aReturn Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
!. Article Number 7004 1160 0002 2706 5861
(transfer from service label)
>.R Fnrm 3811 - FAhruRrv 9nn4 Domestic Return Receint to?so
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
U
Permit No. G-10
DWQ# C? - 1 ?I 2
Date i
Who Reviewed:
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 slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater.management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the ctr 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 m;nim;the impacts to .the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $. This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide 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. C l
10 IT
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