20061379 Ver 1_More Info Received_20060911

ELAM TODD d'AMBROSI
URBAN PLANNING /LANDSCAPE ARCHITECTURE
LETTER OF TRANSMITTAL
P
Y
TO. 4010verslght/Express PAGES:
Review Permitting Unit
C/O Cyndi Karoly
1650 Mail Service Center DATE: 9-8-06
Raleigh, NC 27699-1650
FROM: Sam Nye ETd PROJECT Franklin Grove
Elam, Todd, d'Ambrosi NAME
2880 Slater Road, Ste 200 ETd PROJECT 2502011
Morrisville, NC 27560 NUMBER:
RE: Additional Information CC:
Request (06-1379)
TRANSMITTED VIA:
OVERNIGHT ®X MAIL ©DELIVERY ~ PICK UP
TRANSMITTED FOR YOUR:
APPROVAL ~ INFORMATION ~ USE ~ REVIEW
Attachments:
Number of
originals Number of
sets/copies Item Description Date of
Document
7 1 Impact Maps
10 1 Perlilninary Overall Wetlands Impact Map
20 1 ~ Operations and Maintenance Agreements (10)
10 1 Level Spreader Worksheets (10)
COMMENTS/NOTES
Please see memo.
~~
Cc • Fly
C~.'. pC~vin ~Ar-~+r SEP 1 ~ 2006
~'rutiu~ alp srn~~~h,r~i; ~i~,axcti
2880SLATER ROAD, 3TE 200 MORRISVILLE, NORTH CAROLINA 27560 USA
(OFFICE) 1. 9 1 9 .4 81 . 2 0 21 (FAX) 1.91 9 .4 8 1. 2 7 7 3
(INTERNET) www.etdpa.com (EMAIL) etdC~?bellsouth.net

ELAM TODD d' AMBROSI
URBAN PLANNING /LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING /LAND USE CONSULTING
September 8, 2006
I
P
Memorandum
To: Ms. Cyndi Karoly, 401 Oversight/Express Review Permitting Unit
From: Sam Nye
Subject: Additional Information Request (DWQ Project # 06-1379 Franklin Co)
Franklin Grove - Ut to Horse Creek [030401, 27-17-(0.7), WSIV,NSW]
Dear Ms. Karoly,
Your additional information request dated August 30, 2006 was received by
Kevin Martin of S&EC and then forwarded to my attention. I have compiled the
requested information. All the level spreaders and filter strips have been
labeled properly on the plan. The level spreader work sheets have been
completed. The operation and maintenance agreements for the 10 wet ponds have
been properly executed.
Please find the revised plans, level spreader work sheets, and executed
operation and maintenance agreements.
Thank you for your timely review and attention. We look forward to receiving
the permit and working with you more in the future. Please feel free to call
me directly should you have any questions.
Sincerely,
Sam Nye
2880 SLATER ROAD SUITE 200 MORRISVILLE, NORTH CAROLINA 27560 USA
(OFFICE) 1.919.481.2021 (FAX) 1.919.481.2773
(EMAIL) etdC~3bellsouth.net

O~OF W A r~iQQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
~_ ~
Q ~ Alan W. Klimek, P.E. Director
Division of Water Quality
August 30, 2006
DWQ Project # 06-1379
Franklin County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Dick Paton
Eagle Parke, LLC
812 Moorefiled Park Drive, Suite 304
Richmond, VA 23236
Subject Property: Franklin Grove ~ r~ ` ~-~ ~ `` = ~~~~~
Ut to Horse Creek [030401, 27-17-(0.7), WSIV, NSW] S ~P ~ ] IC106 "-
REQUEST FOR MORE INFORMATION ~EtVR _ ~,~, ~_` ~ ; , J , r
WETLAN,~S alVD sTnRrBN~'r i:R i'3RiiNCH
Dear Mr. Paton:
On August 25, 2006, the Division of Water Quality (DWQ) received your application dated August 26,
2006, to impact 0.365 acres of wetland (0.126 acres permanent impact, 0.239 acres temporary impact), 91
linear feet of stream (71 linear feet temporary perennial stream impacts, and 20 linear feet temporary
intermittent stream impacts), and 8,155 square feet (ftz) of protected Zone 1 Neuse River basin riparian
buffer and 5,058 square feet (ft2) of protected Zone 2 Neuse River basin riparian buffer to construct the
proposed multiuse project. 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. Use of wetland detention ponds followed by level spreaders and a forested filter strip would be
acceptable stormwater treatment in accordance with the Neuse River buffer rules. On some of the
site plans (for instance, Sheet 4), this design is clearly shown. However, on other site plans (for
instance Sheet 1), a wet pond is shown, but the level spreader and forested filter strip are not
labeled. Please amend your site plan to label all proposed level spreaders and forested filter strips.
In addition, we will need worksheets for each level spreader so we can be certain that they are
properly sized. Finally, please provide a signed and notarized operation and maintenance
agreement for the ponds and level spreaders.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz 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 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Cazolina 27699-1650
2321 Crabtree Boulevazd, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: http://h2o.enr.state.nc.us/ncwetlands
Nor thCarolina
,Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/] 0% Post Consumer Paper

Eagle Parke, LLC
Page 2 of 2
August 30, 2006
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 Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Kevin Martin, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 061379Fra n k1inG rove(Fra n kli n)O n_Hold

DWO Project No
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION please com~Rtlet_~e the following information):
Project Name : ~f~ vt~~i ~ ~RDV ~
Contact Person: 'D~ C 4L ~ATor~ Phone Number:
Level Spreader ID: .
FILE COPY
Level Spreader Length ft. (perpendicular to flow)
Drainage Area t 2 , 2 ac.
Impervious Area 3 • G ac.
Maximum Filter StriplBuffer Slope 2 . b
grass
Max. Discharge from a 10 Year Storm 3 g .1 ( cfs
Max. Discharge to Level Spreader o. L I cfs
Filter Strip/Buffer Vegetation ~c~c r e~rJD
G®v~K
(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 cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 4.~ ~'~ ~'o tilD # r
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
Sr +~ 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.
Sr ~ Pre-Form Scour Holes are on flat slopes only
S t' r~ No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
+J~L+. 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 p. No structures are located in protected buffers.
A Plan details for the bypass and outlets are provided.
rS / a The operation and maintenance agreement includes annual erosion and vegetation repair.
l 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.
U ~ .~ ,~,, ~.:~
~~~ __ :~ X06
~~.,~vD:~~( (A'd6 ~L~S~kwaGH

DWO Project
I. PROJECT INFORMATION
Project Name : ~c~
Contact Person: ~ c
Level Spreader ID:.
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter StriplBuffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StriplBuffer Vegetation
Pre-treatment or Bypass Method
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
se complete the following information):
~ (sf o V t~
~ov~- Phone Number: (({o-{~ 3 Z. 3 - 13~, ~
I ~ ft. (perpendicular to flow)
l 9. 9 ac. (on-site and off-site drainage to the level spreader)
~1.O ac. (on-site and off-site drainage to the level spreader)
2- • 3 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
79.0 cfs
d . 6 cfs
"t"1,: c c Eirvv r1D (thick ground cover or grass, canopied forest with leaf litter
Cp v e: R groundcover)
~ G~" ~ rl'D ~ ~
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
~r r~ 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.
Sc lr\ Pre-Form Scour Holes are on flat slopes only
s c'n No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
~ //k Bypass method is specified (if applicable) and plan details and calculations are provided
N / A 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.
n+ /ir Plan details for the bypass and outlets are provided.
N/A 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.

DWO Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT I~
Project Name
Contact Person:
Level Spreader ID:
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 or Bypass Method
REQUIRED ITEMS CHECKLIST
.e complete the following information):
~rJ C~RavE
;Tbt~ Phone Number: (801) 3 Z 3 -13 62
5 ft. (perpendicular to flow)
8. 5G ac. (on-site and off-site drainage to the level spreader)
ac. (on-site and off-site drainage to the level spreader)
~.,Q % (6% for forested, leaf littler cover, 8% for thick groundcover)*
2"'1, 2 O cfs
O ~ O`T cfs
ti r ov a (thick ground cover or grass, canopied forest with leaf litter
~.~c r groundcover)
~,J~T PONDS 3
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, a(tach 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
SKn/ Level spreader is at least 13 ft. per cfs for thick groundcover or grass or 100 ft per cfs in canopied forest with leaf
litter.
S,Q xl Pre-Form Scour Holes are on flat slopes only
S ~ No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N ~/-I Bypass method is specified (if applicable) and plan details and calculations are provided
/s+. Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~/A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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
I. .PROJECT INFORMATION
Project Name : ~RP~~
Contact Person: ~ C 'L
Level Spreader ID: .
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 or Bypass Method
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
mpletC~ theme folowing information):
Phone Number: (801) 3Z 3
t '$ ft. (perpendicular to flow)
L o . ~ 8 ac. (on-site and off-site drainage to the level spreader)
'~ , rf S ac. (on-site and off-site drainage to the level spreader)
S. O % (fi% for forested, leaf littler cover, 8% for thick ground cover)*
O . $ $ cfs
cfs
r w
(thick ground cover or grass, canopied forest with leaf litter
Csrter groundcover)
~~~ 'I ONE ~~'~'
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
n;quirement 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
5~N 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.
S~ ~ Pre-Form Scour Holes are on flat slopes only
S 2ti7 No structures are located in protected bufferst
If bypass method specified in the Draft Level Spreader Design Option Document:
~//,4 The operation and maintenance agreement signed and notarized by the responsible party is provided.
discharge.
i(! /L~ No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
N ~/-l Bypass method is specified (if applicable) and plan details and calculations are provided
,u / s* Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
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
I. .PROJECT INFORMATION
Project Name : ~ (~P~tr
Contact Person: ~ C k.
Level Spreader ID: ,
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 or Bypass Method
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
se complete the following information):
,ttt C~wE
~'T"bPl Phone Number: (80'1) 3 Z 3 -13 Io2-
.5 ft. (perpendicular to flow)
b . o S ac. (on-site and off-site drainage to the level spreader)
3.09 ac. (on-site and off-site drainage to the level spreader)
2.3 % (ti% for forested, leaf littler cover, 8% for thick ground cover)*
Z~.~~ cfs
O. 0 to cfs
c ow.+n.C~ (thick ground cover or grass, canopied forest with leaf litter
c:.ever groundcover)
~ oP1A ~,rj
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
SKn/ 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.
~'i2 pct Pre-Form Scour Holes are on flat slopes only
S 2~1 No stNCtures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
~/-1 Bypass method is specified (if applicable) and plan details and calculations are provided
iu / s* 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.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
~/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
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. .PROJECT INFORMATION (please complete the following information):
Project Name : ~R-P~~.1 K UN C~R~vE
Contact Person: 'D ~ C k- 1-rT ~c'T'!)t~ Phone Number: ($ 0'1) 3 z 3 -13 62
Level Spreader ID:.
Level Spreader Length ~ ~ ft. (perpendicular to flow)
Drainage Area 9, 4 ~} ac. (on-site and off-site drainage to the level spreader)
Impervious Area S• 1 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass ~ V £~~ 1I~g 2.. ~-G V G~ S p re,c~~R-f S i v~ SC r - G S
1
Max. Discharge from a 10 Year Storm y 3 • ~3 cfs
Max. Discharge to Level Spreader (~ . Oq cfs
Filter StripBuffer Vegetation ~n (thick ground cover or grass, canopied forest with leaf litter
~o.re r groundcover)
Pre-treatment or Bypass Method . W ~ loo r.-'P~-(p
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
SKn/ 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.
~r2 nt Pre-Form Scour Holes are on flat slopes only
S 121 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
T A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
R! /A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
~/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
-~
I. .PROJECT INFORMATION
Project Name : ~RP~~
Contact Person: ~ C IL
Level Spreader ID: .
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 StripBuffer Vegetation
Pre-treatment or Bypass Method
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
se complete the following information):
,trot C~RwE
cTbl~ Phone Number: ($ oil) 3 Z 3 -13 b2
~ 5 tt. (perpendicular to flow)
t,.~ o q ac. (on-site and off-site drainage to the level spreader)
p , R S ac. (on-site and off-site drainage to the level spreader)
~(. 6 % (ti% for forested, leaf littler cover, 8% for thick ground cover)*
'~~ z 8 cfs
p.o3 cf
T y\.: ck G r o~ (thick ground cover or grass, canopied forest with leaf litter
apt R groundcover)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f 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
SKn/ Level spreader is at least 13 tt. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
SiQ xt Pre-Form Scour Holes are on flat slopes only
S 2~J No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
.vr/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
discharge.
iE! /A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
/-! Bypass method is specified (if applicable) and plan details and calculations are provided
-T Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
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.

DWO Project
I. .PROJECT INFORMATION
Project Name : ~RP~tr
Contact Person: ~ C k
Level Spreader ID: .
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 or Bypass Method
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
ise complete the following information):
,tt~ C~RwE
t'Tbt~ Phone Number. ($ oil) 3 Z 3 -13 b2-
15 ft. (perpendicular to flow)
~ ~'1 ac. (on-site and off-site drainage to the level spreader)
1.1 ac. (on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
~ 6 • `I 3 cfs
o cfs
k~ c.k ou,.d (thick, ground cover or grass, canopied forest with leaf litter
~~c
er groundcover)
L
~P'I ~dl~~ ~ a
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
SKN 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.
~'rQ xt Pre-Form Scour Holes are on flat slopes only
S 2~J 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
A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
/U /A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
~//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.

DWO Project
I. .PROJECT INFORMATION
Project Name : ~R.P~rr
Contact Person: ~ C k-
Level Spreader ID: .
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter StriplBuffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StripBuffer Vegetation
Pre-treatment or Bypass Method
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
use complete the followinc
,tN C~RwE
tTb1~
1 ~ ft.
'~ ~ 4 3 ac.
y. ~ 9 ac.
3. 8
3 0 , 6 5 cfs.
~ information):
_ Phone Number: (8 0~1) 3 Z 3 -13 b2
(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)*
! cfs
fn: ck r ,.,~ (thick ground cover or grass, canopied forest with leaf litter
cov c r groundcover)
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.
A_ pplicants Initials
SKr/ Level spreader is at least 13 ft. per cfs for thick groundcover or grass or 100 ft per cfs in canopied forest with leaf
litter.
~'p? ~ Pre-Form Scour Holes are on flat slopes only
S 2~J No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N //-I 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.
~/ /A No structures are located in protected buffers.
aa Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
~/T/'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.

DWO Project
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. .PROJECT INFORMATION
Project Name : ~RP~~
Contact Person: ~ C k.
Level Spreader ID:
the following information):
Phone Number:
2
Level Spreader Length 1 ~ ft. (perpendicular to flow)
Drainage Area 2 • I I ac. (on-site and off-site drainage to the level spreader)
Impervious Area O • ~ 5 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm ~ , j cfs
Max. Discharge to Level Spreader . d 3 cfs
Filter Strip/Buffer Vegetation ' ~ ~ •k~~ (thick ground cover or grass, canopied forest with leaf litter
~ . v e R groundcover)
Pre-treatment or Bypass Method W t ~ ~o rt D ~ ( ~
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
SKn/ 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.
Sr2 xc Pre-Form Scour Holes are on flat slopes only
S 2~J No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
N~/-1 Bypass method is specified (if applicable) and plan details and calculations are provided
~/ ss Discharge to level spreader and subsequent filter strip.is hydraulically and spatially separate from the bypass
discharge.
~(/ /A No structures are located in protected buffers.
v Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
iv/~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 s-opes 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.

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V1/ET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT {~~-t-~ ~'arr~ ~- ~~
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system {i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth {see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality {i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads ~~~r7 feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be pertormed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.] ~1
When the permanent pool depth reads 1 feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in fhe blanks)
Permanent Pool Elevation ~~
Sediment moval EI. ~7`~. ~ 75 /o
-------------- -- ° Sediment Removal Elevation ~~~~~? 75%
Bottom E vation ~~~' T 5% ---------------------~ ----- - ~------
FOREBAY MAIN POND
5
Remove cattails and other indigenous wetland plants when they cover 50°l0 of the basin surtace. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
P,~ge 1 ~~f 2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired andlor
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the pertormance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: -~~~~ C,Ine~~-1~~}/
Title: P~~~C~~~-
Address: 81Z gore ~ ~~~ l~a~ ~. ~f i~cG ~Cu~'~ 30 ~ ~; c~.~•a r.d ~ ~(A a3 a-3 b
Phone: ~~ 0~,1 '~ ~ 3 ~ 13t'O ~-
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless mare than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~~ C-toab~~- , a Notary Public for the State of y~~CvK+°~- ,
County of C,~nc5~'c~~i~e ~C~ , do hereby certify that .~1nv~ C~tya.-~~~.~
personally appeared before me this '1 day of Se.~} . _, Z~b ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires Iiy~r,N,IreionF+aineS~°~~'`:,~-i3
Page 2 of 2

WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT~,,,~~ ?ortt>#,Z~
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e, catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3iba•7~feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads 360.7 S" feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
~ Permanent Poal Elevation 3G-3
Sediment moval EI~•~ 75°l0
-------------- -- Sediment Removal Elevation ~too•'l~ 75%
Bottom E vation ~ 5°l0
(~ ~ o
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50°l0 of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page 1 of ?

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. Al]
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: ^~ 1n ~~~~~12v
Title: p~ ~~ ~c~ i'..~}
Address: S lZ t~locyfe ~+`~c~~ ~itr ~. Df iyC : SuE~n. 30 ~ ~- G~v+..o ~ { U ~ a3 ~-3 ~
Phone: (Fi_0~~ _ 3 z 3 ~ I
Signature:
Date:
1
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, }~cw~.y C-tva IU- c- , a Notary Public for the State of V ; ~ ~ "n.; c.. ,
County of G„~..es~~+r' ~-ic.iC~ , do hereby certify that ~,~nv. ~~-yc~;..l-ev
personally appeared before me this ~ day of Str~~' . ZO'ob ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires << ~= ~ ~ R ..
~~
['age ? oft

WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT~j,,~ ~'~- `~'aN~ ~-~~
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system {i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth {see diagram below}. Removed sediment shall be
disposed of in an appropriate manner and shad be handled in a manner that will not adversely impact
water quality {i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3 ~.5 feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: !f the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads ~~.7~_ feet in the forebay (and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation ~~
Sediment moval EI.34'~. 75%
-------------- -- Sediment Removal Elevation3~~{."7S~ 75%
-------------------------------------------- ------
Bottom E vation 3~ ~_ 5% , , ,~ ~
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50°l0 of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page 1 of 2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order..
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: ~:~~t, ~ ~~~1G--~~ ~-~
Address: ~ 1Z. ~~ore ~+',c~a 1~a1 ~- ~f7~cL ~Cu~~Q., 30'~ ~:; G~.vv.o r..d ~ y ~ a3 ~-3
Phone:,~~i 0~~ ~ 2 3 -' l 3G~ ~-
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~CV~.y l~--iooln; ~- , a Notary Public for the State of y ~~~ i~ ,
County of C' k..eg~tv~~ 21c~ , do hereby certify that J~~n~ C.~t~.1o..~~ er'
personally appeared before me this rl day of Se.~~' • , ~o'ot. ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires MrCanrr~sionEx~itesS~it~rnblr3^,2Y~
_~.,
Y~~k;e 2 oi` 2

WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT ~ ~,,s ~~' '~, n~~ ~.~
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3~5,?~ feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads',i~'~5 feet in the farebay [and micro-pool]; the sediment shall
be removed.
BASIN DEAGRAM
(fill in fhe blanks)
Permanent Pool Elevation ~i~
Sediment F~moval EL 37
Bottom E~vation 3~t.7
FOREBAY
75%
Sediment Removal Elevation ~l ~ 7.5~ 75%
MAIN FOND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Pale 1 ~+f 2

.,
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flaw spreading structure. Any dawn gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: ,.,~ ~~v~ C~EV~:-'~ ~~/
Title: 1~ Yt? `~~ C~ ~~,1~ -
Address: $ I"1.- t'~cre Tr'~~ti~a ~~`ar ~. ~fiut .~ Sus' ~o ~ ~; cl~.~+n n.~ ~ V A a3 a-3 (o
Phone: ~Fs o~~ 3 2 3 - (~(~ ~-
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~'~1rw`~-I C---1na10- ~- , a Notary Public for the State of ~ : ~~.~ a- ,
County of Gn.c S~~.v~rit-1d , do hereby certify that ~ o1nv~ ~e~(o~.~i esi'
personally appeared before me this ~_ day of Sp~- ZOtXo, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My commission expires,
SEAL
~- GOim~ion E~ S~pamber ~~ Z410 ,
Paee 2 of

WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENTI~ ET t~r~K ~~ S~
The wet detention basin system is defined as the we# detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system far sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3G7.7~feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads ~G,7, 7 ~` feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation ~~ D
Sediment moval E1.3~2'1 75%
-------------- -- Sediment Removal Elevation 3to~t.~S 75%
----------------------------------- ------
Bottom E vation 3 7 5% .~,..,------ f ___,
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface, These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page I oft

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and .agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: ,J~yw~ ~~-ya-°~ ~ ~'
Title: -p~e~ ~ C~ ~~ - - - -
Address: $1"t.- {amore ~ ~~~ l~a+ ~ ~f ~uC ~ 5uc Q.. 30 +-~ ~f c~n.md ~ ~ ~I A ~- a-3 ~ .
Phone: (~ ©~k~ 3 ~ 3 - - 3l0 ~-
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~C-w~,.y (~-1 c~ c1o; ~ , a Notary Public for the State of y + ~'~ ~.~ G.-. ,
County of C~e.Sk-e.,~t.lC~ , do hereby certify that ~..~O~r~ Ch~.~o..l~ ev
personally appeared before me this 1 day of _ St~ . 2006 ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
u GOn Explrw ~~ 21f10
My commission expires y -~~'
Pale 2 of 2

WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT ~1/~ET~ 'fipt'tp~~O!
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3~~.~.Sr feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads 3tr ~t.7~feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation ~~J
Sediment moval E1.36q• ~ 75%
-T~--- _Sediment Removal Elevation 3G9, 7 ~ 75%
------------------ -- ------
Bottom E vation a 5%
0
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
P~i~e I of?

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:_ \~~v~ ~~~-G~.l~ ~i/
Title: v~5 ~ C~ ~.1~
Address: $1'L 'N~cre ~`,c~d 1''a+ ~ ~f?vC ~ Su~~ ~o ~' ~~ c~.rka tid ~ ~ A d3:t-3 6
Phone: (~ 04~ 3 2 3- l 3~ 1
Signatu
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~-~v~l C-t ~ 10~ ~- , a Notary Public for the State of ~ ;,,rci v~~ Q-- ,
County of ~~S~~e.~r ate ld , do hereby certify that -JO~nv~ Lt~Jo.~,~ e_~
personally appeared before me this ~_ day of Se.~k'. O(~ ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My commission expires
SEAL
I~r carr+n+(e,w, E>~ September ~, 299
E'age 2 of 2

e
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT~W~ t~'o+~ l7 ~ 7}
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, maw
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75°l0 of the original design depth (see diagram below}. Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3Sa. ZS feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread aver the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads "~S't~. 7.5'-feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in fhe blanks)
Permanent Poal Elevation
Sediment moval EI. ~ ~a•~ 75%
Q, °
-------------- Sediment Removal Elevation ~~ 75`~ 75/0
Bottom E vatian ~(7 5% ~-~,
0
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page 1 of 2

6. If the basin must be drained for an emergency or to perform maintenance; the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system ar prior to any
changes to the system or responsible party.
Print name: ,.1~1~~e~fo-~~e~.'
Title: '~' ~'u'S~ C3 ~/lt"
Address: S 1"L- 'gore ~; ~~a far ~ ~Dt ~uc~ S~t~,z. 30 -~ ~'; c~.rno ~d { V A a3 ~-3 b
Phone: ~~ 0~~ 3 z 3- 13~ ~-
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~-'0~`1 C~~b~`~-- , a Notary Public for the State of ~,~ ~ r~ ~ v~. - Gt ,
County of C ~tS\"-~~-i e.-\0 , do hereby certify that -..~~ ~nv~. C.~tyo-\~ ~~-
personally appeared before me this ~ day of Se ~_ Zoc~, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
L
My commission expires ~~~~~`~~~
Page 2 c>f 2.

WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT ~~~"f p~,µ~ ~-~~
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erasion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3~~.~Z~feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for mare than two weeks.]
When the permanent pool depth reads 36'2.2 feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
~ Permanent Pool Elevation
Sediment moval E1.3(o 2 . S" 75%
-------------- -- Sediment Removal Elevation ,~ 75°l0
Bottom E vation 36 ~ 5% _ , ,
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50°l0 of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page I of 2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shah be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flaw shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired andtor
replanted as necessary.
I acknowledge and agree by my signature below that i am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system ar prior to any
changes to the system or responsible party.
Print name:_ ~ ,~ ®ltyn C~ne~yc~..:~ ~e~/
Title: _. ~.~r'~>a ~~ 2.~~
Address: StZ i~~ere~`-~~a ~a~~ bt'iv~-x5u~ ~ 30~ ~'~c~.~dry~l~, yA a3~-3~
Phone: ~~ b+~}~3 z 3 - ! 3~- ~-
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 5g% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ,A,,,n„y ~-tpo~o- c. , a Notary Public for the State of ~ ; J c; ~ ~ 0. ,
County of G~.es~ev~ie.lc~, , do hereby certify that _ .Jo iti.v~ C~eUca..i,~ ey
personally appeared before me this ,~~_ day of ~ S~~` ZOOC, ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My commission expires
~`''Om'~a-E~inn SopMmbu 30, ZC10
Page 2 or2

VUET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT~i~r ET t"~v«stw7~- ~~
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland] detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads ~s~-7 5 feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads 3 S 5.7 5 feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 3 ~S
Sediment moval EI. 5.7 75%
-------------- - Sediment Removal Elevation ~~ ~~ 7S" 75%
Bottom E vation 3 5%
°
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shalt be encouraged to grow along the vegetated shelf and forebay berm.

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months, All
accumulated sediment and debris shat! be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. (agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: ~~jn ~/lle` VC~.~ ~ P_.1/
Title: ~ ~F.>ri5 ~ ~P.~t~'
Address: S 12 t~ ~o~'~ ~~-~~.~ 1~ar ~ ~,~ ~u~ ~ Su~~ 30 ~-{- ~'.~ c~,~a ~..,d~ V A d3 a-3 (o
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
i, C"tc~nb~ c_ , a Notary Public for the State of y ~ de.,~ ~1.: e~.
County of L.PS-~-~v~i-~lC~ , do hereby certify that .~lnvti. G~.e~Jc3.,.Lti ~.s~''
personally appeared before me this ,_~ day of S~f..~" . '~~ , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
~~f~hl~liNin ~~ g 30, 2010
My commission expires
Page 2 of''

* ~ ;
WET DETENTION BASIN OPERATION AND IUTAINTENANCE AGREEMENT~W~ ~'vr~0 s~lp~
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall euent and at least monthly:
a. inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated caver, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] deters#ion basin system semi-annually or when
depth is reduced to 75% of the origins! design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet [wetland) detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shaft be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads (~ 3.7~"~ feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This sha11 be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The sail should not be stockpiled
for more than two weeks.)
When the permanent pool depth reads 3G3. ~ ~ feet in the forebay [and micro-pool), the sediment shall
be removed.
BASIN DIAGRAM
(fiH in the blanks)
p Permanent Pooi Elevation ~ir
Sediment moval EI.3G3.'7 75%
-------------- -- Sediment Removal Elevation 3G3. ~S 75%
---------------------------------------- ------
Bottom E vation 3G3 5% - 4
FOREBAY MAlN POND
5. Remove cattails and other indigenous wetland plants when they cover 5©% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Page I ~f2

6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired andlor
replanted as necessary.
I acknowledge and agree by my signature below that l am responsible for the performance of the eight
maintenance procedures fisted above. l agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: --~®w~ C'~~~1Q.~,~eV
Title: ~Je; i G 2~
Address: ~ 1~.. 'M~rar~re ~; til~ Frt~ ~ ~f iVC , Sul t3~. ~o `-~ 'd~'~..; c~t.vno r..~ ~ ~ ~ a1"~ ~-3 ~i
Phone:~~3 b~~ 3 2 3 -- l 3!0 ~-
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50°la of the
lots have been sold and a resident of the subdivision has been named the president.
!, (~ c~ob~ ~ , a Notary Public for the State of ~=~rc~', v~.~~•. ,
County of C~St~eu~ri ead , do hereby certify that ..~\nv., C.,x.~~.,yc~.,l~ e.~
personally appeared before me this '~ day of ~e ~'"'r• ZOOto, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires ~'~EJf~i+ISSep6emher30.21'i40

i
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PROPOSED BUFFER II"IPACTS o so ioo iso
AIA - 602.Sq SF, 0.014 Ac
AIB - 603.88 SF, 0.014 Ac
A2A - 120.65 SF, 0.003 Ac SCALE:1'=50'
EL,AM, TODD, d'arv~ROSI A2B - 447.27 SF, 0.010 Ac
°'~"~'"~""'~'°•'""°~"~"~ A4A - 20, I LF 106.23 SF FIGURE 1
CIVQ. ENQWBERIN(}.LAND U58 CONSUL7W0 ~
2601 WESTON PARKWAY / $U17'E 203
GARY, NORTH CAROLINA27513 USA FRANKLIN G R OV E
(OFFICE) 919.678.1071
(FAX) 919.678.1290
(EMAIL>°mnn°.Is°°"'_"e` YOUNGSVILLE TOWNSHIP, FRANKLIN COUNTY, NORTH CAROLINA

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PROPOSED BUFFER IMPACTS o so ioo iso
AIC - 605.27 SF, 0.014 Ac
AID - 608.69 SF, 0.014 Ac
A2G - 405.73 SF, 0.009 Ac SCALE)1'=50'
SLAM, TODD, d'ArRBROSI A2D - 405.52 SF, 0.009 AG
~~a~~,,Q ~ ~~ A4B - 20.0 LF, 274.97 SF FIGURE 2
2601 WE9TON PARKWAY / SU11E 203
CAAY. NOATEICAROLINA 27313IISA FRANKLIN G R OV E
(OFFICE) 919.678.1071
(FAX) 919.678.1290
(EMAIL)[e-mail] YOUNGSVILLE TOWNSHIP, FRANKLIN COUNTY, NORTH CAROLINA

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~r,:~c~, Sao ~nT~~~ rr~ IMPACT ~
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PROPOSED WETLAND IMPACTS
BRIDGE II"IPACTS
A3A (PERI'1)-502.52 SF, 0.012 Ac
A3B (TEI'1P)-4264.Oq SF, O.OgB Ac
ELAM, TODD, d'Al~~ffiROSI UTILITY Il"IPACTS
Une,ll+Elwxe~rtrc.L,~~E,,E
CIVE. ENOEiBPREiQ~WiD USE CONSUL77N0 A3C (PERM)-4545.47 SF, 0,104 Ac
/ 2
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0 50 100 15
SCALEtl"=50'
FIGURE 4
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2601 WESiONPARKWAY s~ a3 A3D (TEMP)-6034.88 SF, 0.13q Ac
CARY~NORTH CAROLINA 29513 USA FRANKLIN ~ G R OV E
(OFFICE) 919.678.1071
(FAX) 919.678.1290
(EMAIL)etd~a-6ellsoulh ncl YOUNGSVILLE TOWNSHIP, FRANKLIN COUNTY, NORTH CAROLINA

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PROPOSED BUFFER IMPACTS o so 10o iso
AI E - 2754.55 SF, 0.063 Ac
AIF - 2979.46 SF, 0.068 Ac SCALE11'=50'
A2E - 1692.23 SF, 0.039 Ac
~,,,///,:°`~ A` FIGURE 3
ELAM, TODD, d'ANIBROSI ~ ,~~~~~jF
uRS,v~rynxNUr°~urmscnea,+xc~vrec~vrta ~~,LLLJJJ
°'~°~E~~`~'° `ry[ FRANKLIN GROVE
CAAY NORTH CAROLINA 275u 13EU5A ~,A [ p ~ ~ ~ O O
(OFFICE, 9I9.678.I°„ UUU YOUNGSVILLE TOWNSHIP
(FAR, 919.678.I29o ~~ FRANKLIN COUNTY, NORTH CAROLINA
(EMAIL)[e-mail] `~~~~ ` ~&~~~ QUQ~.I Y's
WELDS AJJI~ S7EIRPAW~TER ~

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PROPOSED WETLAND Il"IPACTS
A3E - 82.08 SF, 0.002 Ac o so ioo iso
ELwM, TODD, d'AlvIBROSI SCALE )1"= 50'
clvu. erroe+eenwa . tntin use corlsoLreaa
`~``°"e~ FIGURE 5
2fi01 WESTON PARKWAY /SUITE 203
GARY, NORTH CAROLINA 27313 USA FRANKLIN G R OV E
(OFFICE) 919.678.1071
(FAX) 919.678.1290
`E"`"IL>em~be.Is°""`"°` YOUNGSVILLE TOWNSHIP, FRANKLIN COUNTY, NORTH CAROLINA

'~~ I \ i\ \\ \ ~\ _ i' \
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5P E~ EAR ~ \ \ \ \ \\\ ~ ~ ~ ~ \ \\ \ ~ \
F I LT~ER` ~Y`R I P \ \ \ \ T~qN ~\ \ \ ~,li,\c- ~ \ ~ \ \ \ \ ~~
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~ ~ ~ ~ \ \\ \ \ \\ \ \o\ \\ \ \ ~ \ ~\ 1 \ I~~ \\\ \\ \
PROPOSED WETLAND IMPACTS
A3F - 453.51 SF, 0.010 Ac o so ioo iso
EL.AM, TODD, d'e.MBROSI SCALEil"=50'
clue, eNawaertu~ra . L,vm use corrsul.r¢ao
`~'°`~`°"~ FIGURE 6
2601 WESTON PARKWAY /SUITE 203
CARY. NORTH CAROLINA 27513 USA FRANKLIN G R O V E
(OFFICE) 919.678.1071
(FAX) 919.678.1290
(EMAIE>°m@b°.Is°""'."°` YOUNGSVILLE TOWNSHIP, FRANKLIN COUNTY, NORTH CAROLINA

ZONE 1 NRB IMPACT
AlA - 602.Sq SF, 0,014 Ac
AIB - 603,88 SF, 0.014 Ac
A1C - 605.27 SF, 0.014 Ac
AID - 608.6q SF, 0.014 Ac
AIE -2754.55 SF, 0.063 Ac
AIF - 2g7q.46 SF, 0.068 Ac
TOTAL
8154.84 SF, 0.187 Ac
STREAM IMPACT
ZONE 2 NRB IMPACT I WETLANDS IMPACT
A2A - 120.65 SF, 0.003 Ac
A2B - 447.27 SF, 0.010 Ac
A2C - 405.73 SF, O.OOq Ac
A2D - 405.52 SF, O.OOq Ac
A2E - 1682.23 SF, 0.03q Ac
A2F - Ig87.02 SF, 0.046 Ac
ASA(P)-502.52 SF, 0,012 Ac
A3B(T)-4264.Oq SF, O.OgB Ac
A3C(P)-4545.47 SF, 0.104 Ac
A3D(T)-6034.88 SF, 0.13q Ac
A3E-82.08 SF, 0.002 Ac
A3F-453.51 SF, 0.010 Ac
5058.42 SF, 0.116 Ac I 15882:55 SF, 0.365 Ac
A4A - 20.1 LF, 106.23 SF
A4B - 20.0 LF, 274.87 SF
A4C - 50.0 LF, 1442.00 SF
TOTAL
q0.1 LF, 1823,20 SF
~.~~ ~~~~ ~ i~
~.
S ~ p 1 ~ 2006
t~ENFi - YVr^tT~ ~ ~' .
VVE1lA~dDS Ap)~
ELAM, TODD, d'AIVIBROSI
uxEnx PL~NNUfG ~ LerrosceeE nacwreclvRE
CIVE. ENGEVEHtING •LAND USE CONSULTING
2601 WPSTON PARKWAY / SUliH 203
CARY, NORTH CAROLINA 27513 USA
(OFFICE) 919 678.1071
(FAX) 919.678.1290
(EMAIL) [e-mail]
FIGURE 7
FRANKLIN GROVE
YOUNGSVILLE TOWNSHIP, FRANKLIN COUNTY, NORTH CAROLINA