NCG210391_COMPLETE FILE - HISTORICAL_20080912

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. /V C& 0! JD 3 9 1
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
0 ACA o� )a
YYYY M M D D

Michael F. Easley, Governor
. 0 WA7-, QG
Mr. John Bryan
John Bryari Yard Waste Recycling
3092 Sam Usry Road
Oxford, NC 27565-
Dear Mr. Bryan:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
September 12, 2008
Subject: General Permit No. NCG210000
John Bryan Yard Waste Recycling
COC NCG210391
Granville County
In accordance with your application for coverage under Stormwater General Permit NCG210000
received on August 26, 2008, we are forwarding herewith the subject certificate of coverage to discharge
under the subject state —NPDES general permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum bf Agreement between North Carolina
and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
DWQ has determined that coverage under General Permit NCG210000 (for stormwater discharges
from Timber Product facilities) -is appropriate based on your report of two specific aspects of your on -site
industrial activities: that woody materials and soil are the only ingredients, and that while screening
occurs, other typical composting activities (such as shredding, turning, and heat and moisture control) are
not conducted on site. If either the ingredients or processes change, coverage under the general permit
may no longer be appropriate.
Please note that the wet extended detention basin and the two sediment basins, as depicted in your
permit application documents, are stormwater treatment units and require regular excavation and other
maintenance in order to continue to effectively remove pollution from stormwater discharges.
Please note that Section I B of your permit provides that the permit does not authorize discharges
that DWQ determines to be wastewaters. If DWQ subsequently discovers or determines that wastewater
discharges are present, coverage under the general permit may no longer be appropriate.
Please note that this certificate of coverage is not transferable except after notice to, and approval
by, the Division of Water Quality. The Division of Water Quality may require modification or revocation
and reissuance of the certificate of coverage.
N�oi,�` Carolina
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncWateruualitv.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper

—. This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other federal or local governmental permit that may be required.,
If you have any questions concerning this permit, please contact Brian Lowther at telephone
number [phone].
Sincerely,
/7
for Coleen H. Sullins
CC' Raleigh Regional Office
Central Files
Stormwater Permitting Unit Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG21.0000
CERTIFICATE OF COVERAGE No. NCG210391
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
John Bryan/ John Bryan Yard Waste Recycling
is hereby authorized to discharge stormwater from a facility located at
John Bryan Yard Waste Recycling
3092 Sam Usry Raod
Oxford
Granville County
to receiving waters designated. as UT to Tar River, a class WS-V; NSW water in the Tar-Pamilco
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, IV, V, and V1 of General Permit No. NCG210000 as
attached.
This certificate of coverage shall become effective September 12, 2008.
This Certificate of Coverage shall remain in effect for the duration of the General Permit. -
Signed this 12`h day of September, 2008.
P�
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

a
NCG210391
N
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Map ScaI6 1:24, 000
"'I,
John Bryan Yard Waste Recyclingr
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I John Bryan Yard Waste Recycling
Latitude: 360 13' 25" N
Longitude: 780 37' 14" W
County: Granville
Receiving Stream: LIT to Tar River
Stream Class: WS-V; NSW
Sub -basin: 03-03-01 (Tar -Pamlico River Basin)
Facility Location

RE: John Bryan Yard Waste Recycling
Subject: RE: John Bryan Yard Waste Recycling
From: Michael Scott <[e-mail]>
Date: Fri, 12 Sep 2008 14:52:10 -0400
To: Ken fickle <[e-mail]>
Thank you for the update Ken.
Michael
-----original Message -----
From: Ken Pickle <[e-mail]>
Sent: Friday, September 12, 2008 12:50 PM
To: Michael Scott <[e-mail]>
Cc: Bethany Georgoulias<[e-mail]>; Brian Lowther
<[e-mail]>; Bradley Bennett <[e-mail]>; Myrl Nisely
<[e-mail]>; Danny Smith <[e-mail]>
Subject: John Bryan Yard Waste Recycling
Michael,
Concerning your pending permittee, John Bryan Yard Waste Recycling:
a) FYI, DWQ's Stormwater Permitting Unit with concurrence from DWQ's
RRO, issued -today a stormwater discharge permit Certificate of Coverage,
CCC# NCG210391, for this facility in Granville County.
b) Based on the site activities, materials, and processes reported both
verbally by John Bryan and in Bryan's stormwater permit application, DWQ
has determined that there are only stormwater discharges from the site;
and that those discharges are authorized by the above permit; and that
no wastewater discharge permits are required. On this basis and at this
time, I believe that DWQ has executed completely our permitting function
for this site.
c) It's always possible, of course, that subsequent inspection and
enforcement functions, or subsequent change in permitting strategy, or
subsequent change in facility operation, or subsequent discovery or
determination of a wastewater discharge may cause us to revisit the
permit coverage established by today's action.
Ken
1 of 1 9/12/2008 4:34 PM

p�pF W A rEMG Michael E. Easley, Governor
� William G. Ross Jr., Secretary
T- North Carolina Department of Environment and Natural Resources
(&
Q Coleen H. Sullins, Director
Division of Water Quality
September 12, 2008
Mr. John Bryan N In 410- C.-V-t4� If8 aT
John Bryan Yard Waste Recycling t-o u l LS ����
3092 Sam Usry Road P
Oxford, NC 27565�
su b ���-L� c1, s�u.�ads a� oieu-, h; �-t��' ►�� sfaX �Zc.� d, s< i�. �, �r� .
Subject: General Permit No. NCG210000 'r$�
Ca "e-c- � u ik cL� John Bryan Yard Waste Recycling
IxNaa wo 16" rLe 6P appro rta- COC NCG210391
Granville County
Dear Mr. Bryan: /
<o ✓gr a�c �+ unG�r -lY'e rr�ws�t �,!.ee rG! �r�.f /JC�i 2,t oc�
In accordance with your application fob received on August 26, 2008, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state — NPDES
general' permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-
215.1 and the Memorandum of Agreement between North Carolina and the US. Environmental Protection
-Agency-dated-October 15, 2007 (or as subsequently amended), This permit'is being -issued'ry virtue of
the woody debris on site be n� g deel��ed similar to activities�covered,under NCG21� Structural BMP were
included in the site plan and.should include ongoing-mainte a ce and inspection-' , and aPP
,77w Please take notice that this certificate of coverage is not transferable except after notice tohe
�Divisioii of Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quplity or permits required by the Division -of Land Resources, Coastal Area
Management Act or any ot4r federal or local governmental permit that may be required.
by,
If you have any qu stion concerning this permit, please contact Brian Lowther at telephone
number 919) 807-6368. U '
frvr s ,irtr✓a d-, r>- s 71' Q has �te�m�rtV� I`�a� Cov�r��P under ��n�✓a�/���.n.� Wei 6 2 �caao�
on a tyr AVe
�e �-74 � �. ,'' E'c�+7iG a S• ec71 ca� p��
r�berPrp�ur�S /�� l Sincerely,
'cl`lc'�fas� your O/T-S/f� / us�r�a% o�c7iu; //�S ; trzf �,1ao ind�r�d/,S� c�r� r% m� irg �s
aGT1UrA°SSuG �JS siirp��inq' 7�✓n�nq •aGni� '/�ec�� c��7
for Coleen H. Sullins ✓' V �1
SG�Ad 1)f
J G�n�k.Gr4a1 cpn
cc: Raleigh Regional Offices
Central Files
O Stormwater Permitting Unit Files 1040 /on 6-P
FE, w e } xQ �cPc} of t? e n-�: o / /// a� One
6 as,v) Q h J • i.tiG` ,�ctJp Se / rr7�-�? NorthCarolina
dasin.sl/ a�� shorn, rt� i try?�M� r�n,fs �Va ��j u�/2° ere-1 r c%a.�a�rf d •�� 07``�,� ��Jntrrrrr!!f
�epitfPd iir ✓Writ �r,,,.f a�1a�"c���a� dnr..w�'PnT[
North Carolina Division of Water Quality 1617 Mail Service Censer Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.newaterqualitv.orLocation: 512 N. Salisbury St. Raleigh. NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Past Consumer Paper
r��,k7Ile

09/12/08
Rational Document: NCG210391 John Bryan Yard Waste Recycling
This document is supposed to explain the reasoning behind permitting Bryan Yard Waste
Recycling under a NCG21 Timber Products general permit. This is important because it
has yard waste and wood debris that has the potential of being designated compost. The
site has many pills of soil and dirt, one pill of yard waste, and a large amount of brush
and stumps.
• Language in permit authorizing activities "deemed similar" as permittable. The
site has woody materials on site.
• Activities on site are natural decomposing and not augmented by shredded or by
adding moisture.
• BMP were added to the site to control TSS and volume.
• We want to look at similar parameters at this site as we would for NCG21 sites.
Materials and activities will produce similar pollutes as this site.
• DWM is permitting the site as treatment and processing. Past similar permits
issued were for BMB topsoil of Durham County and IRS Gary Bilbro.

Site Technologies, Inc.
Landscape Architecture & Land Planning
P.O. Box 1612
Oxford, North Carolina 27565
[phone] Fax [phone]
TO ...I�Pfg1Vtc� Txtz .-'Rim c-ri.Tpi`�
�.1...... ...... G--{.f-►-.................................
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We, 2071;0" f f 10 I I
WE ARE SENDING YOU .Attached ❑ Under separate cover via _
> ❑ Shop drawings X Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
1155
DATE JOB NO.
ATTEN ON
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the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
0 For approval
❑ For your use
> ❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE
REMARKS f [ _ 4,1..
00
❑ Resubmit copies for approva
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
Ws 'hkj tA4o-.-P iu. �uLw.
�'L� T -�> <::;I&T 7P IT
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COPY TO SIGNED:
If enclosures are not as noted, kindly notify us at once.

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AnnendN A: General Permit: Checklist fgr ItCU15 tU Review
Name of Project: $vAO*% YO-A 6444
Revision Date: 91 dots
Application review
a) The permit application has been signed and sufficiently completed.(Ye No
b) The SIC code accurately describes this facility's activities and is covered by this general
permit.
Notes: jic& Zl ;; .. �r•a �:'� l►..� N. c ►nv ye� psr,.:� �e�c�
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c) Does the facility propose a new or expanding wastewater discharge to ORW waters (not
allowed), or waters upstream of ORW (special limits mayapple)? Yes/No
d) Does this facility have other permits? Yes/No, #s
e) Hazardous Waste Activities? Yes"V
f) DLR Mining Permit status requested: Yes No
g) Regional Office input requested (RO Approval received: No objection received within 30
days,
a. Date request:
b. Date received: a
c. Contact Name: M irl ' s
h) Is an ATC Required? Yes&
i) DEH Approval Required (WS Water)? Yes/No
j) Erosion/ Sedimentation Plan Approval for NCG14 or NCG02 ATC.) Yes No
k) Application approved? CC
l/No
1) Mecklenburg or Wake County? (If so, cc: final to county contact) Yes/Too.
m) Special Notes: Notes
Phone logs
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NCDENR
Nd G.n — D—w - or
E.mcro�wcwr,— N.aia R[souw[u
NOTICE OF INTENT
Division of Water Quality / Water Quality Section
National Pollutant Discharge Elimination System
NCG210000
FOR AGENCY USE ONLY
Bate Reccived
Year
Month
Da
o
Lb
Certiflcatc of Covcrage
EfRZK,
Check #
Amount
7Z
Q. ....
Pet Assi ncd to
National Pollutant Discharge Elimination System application for coverage. under General Permit
NCG210000:
STORMWATER [DISCHARGES associated with activities classified as:
SIC 24 Timber Products (except as specified below)
The fcllowing activities are specifically excluded from coverage under this General Permit:
• Wood Kitchen Cabinets (SIC 2434)
• Wood Preserving (SIC 2491)
• Logging (SIC 241)
• Wood chip mills
* Standard Industrial Classification Code
(Please print or type)
1) Nailing address of owner/operator:
Name John Bryan/John Bryan Yard Waste Recycling
Street Address 3092 Sam Usry Road
City oxford State NC ZIP Code _ 27565
Telephone No. 919 690-2640 Fax: [phone]
* Address to whi&. ail permit correspondence will be mailed
2) Location of facility producing discharge:
Facility Name John Bryan Yard Waste Recycling
Facility Contact John Bryan
Street Address 3092 Sam Usry Road
City oxford State. NC ZIP Code 27565
County Granville
Telephone No. 919 690-2640 Fax: 919_ 690-1055
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). (From Raieigh) take Rt5o north to Creedmoor.
Take Hwy15 north to Sam Usry Road, make right. Site 1/8 mile on south side of road.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted with this application)
4) This NPDES Permit Application applies to which of the following :
® New or Proposed Facility
❑ Existing
5) Standard Industrial Classification:
Date operation is to begin A . S . A . P
Prov;de the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity a, this facility
SIC Code: 2 4
Page 1 of 3
SNU-236-101701

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NCG210000 N.O.I.
6) Provide a brief narrative description of the types of industrial activities and products manufactured at
this facility: Topsoil mixing with recycled yard waste material for sale. stockpiling of
yard waste until reduced to material capable of incorporating into topsoil.
7) Discharge points I Receiving waters:
How marry discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? One
What is the name of the body or bodies of water (creek, strearn, river, lake, etc.) that the facility stormwater
discharges end up in? UT to Tar Rives Pamlico Basin _
if the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). N/A
8) Does this facility have any other NPDES permits?
® No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for. this facility: _
9) Does this -facility have any Non -Discharge permits (ea: recycle permits)?
9 No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this faci:ity:
10) Does this facility employ any best management practices for stormwater control?
❑ No
IN Yes
If yes, please briefly describe: This site has been designed with permanent skimmer
basins for sediment removal, grass water cfuality swales and a wet
detention basin.
11) Does this facility have a Stormwater Pollution Prevention Plan?
99 No
❑ Yes
If yes, when was it implemented?
12) Are vehicle maintenance activities occurring at this facility?
29 No ❑ Yes
13) Hazardous Waste:
a) Is•this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
91 tJo ❑ Yes
b) Is this -facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste? '
® No : ❑, yes
c) Is this facNty a Large Quantity Generator (1000 kg. or nioi'e of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
d) 'if you answered yes to questions b. or c., please provide tho foilowing information:
Type(s) of waste:
Page 2 of 3
5 W U-236-101701

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NCG210000 N.O.I.
How is material stored:
Where is material stored:.
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
14) Certification:
North Carolina General Statute 143-215.6 b (1) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report,
plan or other document filed or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, or who falsifies, tampers with or knowingly renders inaccurate any
recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a
fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides
a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both, for a similar offense.)
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
1 certify that I am familiar with the information contained in this application and that to the best of my
knowlecige and belief such information is true, complete, and accurate.
Printed Name of Person Signing: -!T-Otf4 t�
Titie: 11�}ZG'J
ce
Nctice W intent must be accompanied by a check or mency. order for $100.00 made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Etl Check for $100 mare payable to NCDENR
EA. This completed application and all supporting documents '
d Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
SWU-236-101701
Page 3 of 3

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Name: WILTON Location. 036' 13' 37.8" N 078" 37' 14.7" W
Date: 10/812007 Caption: BRYAN YARD WASTE RECYCLING
Scale: 1 inch equals 2000 feet I
P 1997, kbptech, Inc.

F��'� i✓�G2�o391
NCDENR
North Carolina Department of Environment and Natural Resources
Dexter R. Matthews, Director Division of waste Management Michael F. Easley, Governor
William G. Ross Jr., Secretary
May 20, 2008
MEMORANDUM
TO: Ken Pickle
DWQ, Stormwater Permitting
FROM: LMichaeLScott_
Composting & Land Application Branch
Enclosed please find the site maps for 61iii Bryan Yafd�Wa"ste Re_cyclin_g�Please contact
Michael Scott atL19-508-8508 with any questions.
Thanks!
1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone [phone] FAX [phone] Internet http://wastenotnc.orglswhome
An Equal Opportunity! Affirmative Action Employer—
�ll

STORMWATER MANAGEMENT
CALCULATIONS
JOHN BRYAN YARD WASTE RECYCLING
for:
BRYAN BROTHERS, LLC
3092 Sam Usry Road
Oxford, NC 27565
[phone]
SITE TECHNOLOGIES, INC.
Land Planning and Landscape Architecture
712-B ENON ROAD
OXFORD, NC 27565
[phone]
FAX [phone]
[e-mail]
August 22, 2008

Hydrograph Return Period Rc�
Hydra ow y ographs Extension for AutoCAD® Civil 3106 2008 by Autodesk, Inc. v6.052
Hyd.
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No.
type
Hyd(s)
description
(origin)
1-Yr
2-Yr
3-Yr
5-Yr
10-Yr
25-Yr
50-Yr
100-Yr
1
SCS Runoff
- --
0.934
--
--
-------
------
---- --
- ---
Pre -Development Runoff
2
SCS Runoff
- -
1.145
--
--
-- --
---
---
-
- --
Post -Development Runoff lot
3
SCS Runoff
-- -
15.50
--
--
---
---
-
---
Post -Development Runoff
3
4
Reservoir
2
0.152
--
--
---
— - —
— —
-
- -
Wet Detention Basin
Proj. file: 0821.gpw
Friday, Aug 22, 2008
j I%

Hydrograph Summary Repydr-af[ow Hydrographs Extension for AutoCAD® Civil 300 2008 by Autodesk, Inc. v6.052
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
0,934
5
105
2,807
-----
-
— —
Pre -Development Runoff
2
SCS Runoff
1.145
5
105
3,584
------
------
------
Post -Development Runoff [uSTZtz
3
SCS Runoff
15.50
5
730
71,161
--
---
---
Post -Development Runoff 14(� AYA
'
4
Reservoir
0.152
5
145
3,576
2
328.57
3,333
Wet Detention Basin
0821.gpw
Return Period: 1 Year
Friday, Aug 22, 2008
VA
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Hydrograph Report
3
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk, Inc. v6.052
Hyd. No. 2
Post -Development
Runoff
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Time interval
= 5 min
Drainage area
= 16.840 ac
Basin Slope
= 0.0 %
Tc method
= TR55
Total precip.
= 1.00 in
Storm duration
= NJWaterQuality.cds
Composite (Area[CN) = [(3.710 x 71) + (0.670 x 87) + (12.460 x 79)] 1 16.840
Q (cfs)
2.00
1.00
Friday, Aug 22, 2008
Peak discharge = 1.145 cfs
Time to peak
= 1.75 hrs
Hyd. volume
= 3,584 cuft
Curve number
= 78*
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 31.10 min
Distribution
= Custom
Shape factor
= 484
Post -Development Runoff
Hyd. No. 2 -- 1 Year
0.4 0.8 1.3 1.7 2.1 2.5
--- Hyd No. 2
Q (cfs)
2.00
1,00
1 0.00
2.9
Time (hrs)

4
TR55 Tc Worksheet
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk, Inc. v6.052
Hyd. No. 2
Post -Development Runoff
Description A B C Totals
Sheet Flow
Manning's n-value
= 0.100
0.150
0.011
Flow length (ft)
= 300.0
60.0
0.0
Two-year 24-hr precip. (in)
= 3.60
3.60
0.00
Land slope (%)
= 0.83
5.00
0.00
Travel Time (min)
= 22.86
+ 4.26
+ 0.00 = 27.12
Shallow Concentrated Flow
Flow length (ft)
= 483.00
0.00
0.00
Watercourse slope (%)
= 2.48
0.00
0.00
Surface description
= Unpaved
Paved
Paved
Average velocity (ft/s)
= 2.54
0.00
0.00
Travel Time (min)
= 3.17 +
0.00 +
0.00 = 3.17
Channel Flow
X sectional flow area (sqft)
= 10.15
0.00
0.00
Wetted perimeter (ft)
= 10.02
0.00
0.00
Channel slope (%)
= 0.85
0.00
0.00
Manning's n-value
= 0.015
0.015
0.015
Velocity (ft/s)
= 9.24
0.00
0.00
Flow length (ft)
= 468.0
0.0
0.0
Travel Time (min) = 0.84 + 0.00 + 0.00 = 0.84
Total Travel Time, Tc.............................................................................. 31.10 min
t

5
Precipitation Report
Hydraflow Hydrographs Extension for AutoCADV Civil 3D® 2008 by Autodesk, Inc. v6.052 Friday, Aug 22, 2008
Hyd. No. 2
Post -Development Runoff
Storm Frequency = 1 yrs Time interval = 5 min
Total precip. = 1.0000 in Distribution = Custom
Storm duration = NJWaterQuality.cds
Incremental Rainfall Precipitation
Precip (in) Hyd. No. 2 : Post -Development Runoff - 1 Year
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
n nn
Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
0 00
0.0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1.3 1.5 1.7 1.8 2.0
Time (hrs)
- Custom Design Storm -- NJWaterQuaiity.cds

6
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk, Inc. v6.052 Friday, Aug 22, 2008
Hyd. No. 3
Post -Development Runoff
Hydrograph type
= SCS Runoff
Peak discharge
= 15.50 cfs
Storm frequency
= 1 yrs
Time to peak
= 12.17 hrs
Time interval
= 5 min
Hyd. volume
= 71,161 cult
Drainage area
= 16.840 ac
Curve number
= 78*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= TR55
Time of conc. (Tc)
= 31.10 min
Total precip.
= 3.00 in
Distribution =
Type II
Storm duration
= 24 hrs
Shape factor =
484
Composite (Area1CN) = [(3.710 x 71) + (0.670 x 87) + (12.460 x 79)11 16,840
Post -Development Runoff
Q (cfs) Hyd. No. 3 -- 1 Year
18.00
15.00
12.00
9.00
6.00
3.00
0.00
Q (cfs)
18.00
15.00
12.00
9.00
6.00
3.00
n nn
0 2 4 6 8 10 12 14 16 18 20 22 24 26
—•` Hyd No. 3 Time (hrs)

7
TR55 Tc Worksheet
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2008 by Autodesk, Inc. v6.052
Hyd. No. 3
Post -Development Runoff
Description A B C Totals
Sheet Flow
Manning's n-value =
0.100
0.150
0.011
Flow length (ft) =
300.0
60.0
0.0
Two-year 24-hr precip. (in) =
3.60
3.60
0.00
Land slope (%) =
0.83
5.00
0.00
Travel Time (min) =
22.86 +
4.26 +
0.00 = 27.12
Shallow Concentrated Flow
Flow length (ft) =
483.00
0.00
0.00
Watercourse slope (%) =
2.48
0.00
0.00
Surface description =
Unpaved
Paved
Paved
Average velocity (ft/s) =
2.54
0.00
0.00
Travel Time (min) =
3.17 +
0.00 +
0.00 - 3.17
Channel Flow
X sectional flow area (sqft)
= 10.15
0.00
0.00
Wetted perimeter (ft)
= 10.02
0.00
0.00
Channel slope (%)
= 0.85
0.00
0.00
Manning's n-value
= 0.015
0.015
0.015
Velocity (ft/s)
= 9.24
0.00
0.00
Flow length (ft)
= 468.0
0.0
0.0
Travel Time (min) = 0.84 + 0.00 + 0.00 = 0.84
Total Travel Time, Tc.............................................................................. 31.10 min

Hydrograph Report
0
Hydraflow Hydrographs Extension for AutoCADG Civil 3D® 2008 by Autodesk, Inc. v6.052
Hyd. No. 4
Wet Detention Basin
Hydrograph type = Reservoir
Storm frequency = 1 yrs
Time interval = 5 min
Inflow hyd. No. = 2 - Post -Development Runoff
Reservoir name = Wet Detention Basin
Storage Indication method used.
Q (cfs)
2.00
1.00
0.00
0 5
— Hyd No. 4
Wet Detention Basin
Hyd. No. 4 — 1 Year
10 15. 20
Hyd No. 2
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Friday, Aug 22, 2008
0.152 cfs
= 2.42 hrs
= 3,576 cart
= 328.57 ft
= 3,333 cuft
I It 'STD VgLlka - e
25 30 35 40 45
TTL1-I=1-11 Total storage used = 3,333 tuft
Q (cfs)
2.00
0.00
50
Time (hrs)

Pond Report 9
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk, Inc. v6.052 Friday, Aug 22, 2008
Pond No. 1 - Wet Detention Basin
Pond Data
Trapezoid - Bottom L x W = 43.0 x 30.0 ft, Side slope = 2.00:1, Bottom elev. = 326.50 ft, Depth = 2.50 ft
Stage 1 Storage Table
Stage (ft) Elevation (ft)
0.00 326.50
0.25 326.75
0,50 327.00
0.75 327.25
1.00 327.50
1.25 327.75
1,50 328.00
1.75 328.25
2,00 328.50
2.25 328.75
2.50 329.00
Contour area (sgft)
1,290
1,364
1,440
1,518
1,598
1,680
1,764
1,850
1,938
2,028
2,120
Incr, Storage (cult)
0
332
350
370
389
410
430
452
473
496
518
Total storage (cult)
0
332
682
1,052
1,441
1,851
2,282
2,733
3,207
3,702
4,221
Culvert 1 Orifice
Structures
Weir Structures
[A]
[B] [C] [PrfRsr]
[A] [B]
[C] [D]
Rise (in)
= 6.00
1.00 0.00 0.00
Crest Len (ft)
= 2.09 10.00
0.00 0.00
Span (in)
= 6.00
1.00 0,00 0.00
Crest El. (ft)
= 328.50 329.00
0.00 0.00
No. Barrels
= 1
1 0 0
Weir Coeff.
= 3.33 31.33
3.33 3.33
Invert El. (ft)
= 325.00
325A0 0.00 0.00
Weir Type
= Riser Ciplti
-- ---
Length (ft)
= 200.00
0.00 0.00 0.00
Multi -Stage
= Yes Yes
No No
Slope (%)
= 0.50
0.00 0.00 nla
N-Value
= .010
.013 .013 nla
Orifice Coeff.
= 0.60
0.60 0.60 0.60
Exfll.(inlhr)
= 0.000 (by Contour)
Multi -Stage
= nla
Yes No No
TW Elev. (ft)
= 0.00
Note: Culvert/Onfice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifios conditions (ic) and submergence (s).
Stage 1 Storage I Discharge
Table
Stage Storage Elevation
Clv A Clv B Clv
C PrfRsr Wr A
Wr B Wr C
Wr D Exfil User
Total
ft tuft ft
cfs cfs cfs
cfs cfs
cfs cfs
cfs cfs cfs
cfs
0.00
0 326.50
0.00 0.00 -
- 0.00
0.00 -
- - -
0.000
0.03
33 326.53
0.68 oc 0,00 is ---
-- 0.00
0.00 --
- - - ---
0.004
0.05
66 326.55
0.68 oc 0.01 is --
- 0,00
0.00 ---
- - --
0.006
0.08
100 326.58
0.68 oc 0,01 is
- 0.00
0.00 --
- - --
0.007
0.10
133 326.60
0.68 oc 0.01 is ---
- 0.00
0.00 --
- --- ---
0,008
0.13
166 326.63
0.68 oc 0.01 is -
0.00
0.00 ---
- - ---
0.009
0.15
199 326.65
0.68 oc 0.01 is -
--- 0.00
0.00 -
- --- ---
0,010
0.18
232 326.68
0.68 oc 0.01 is -
--- 0.00
0.00 ---
- - --
0.011
0.20
265 326.70
0.68 oc 0.01 is -
--- 0.00
0.00 ---
- -- ---
0.012
0.23
299 326.72
0.68 oc 0.01 is ---
- 0.00
0.00 -
- --- ---
0.012
0.25
332 326.75
0.68 oc 0.01 is -
- 0.00
0.00 --
- - ---
0.013
0.28
367 326.78
0.68 oc 0.01 is ---
--- 0,00
0.00 -
- --- ---
0.014
0.30
402 326.80
0.6800 0.01 is -
- 0.00
0.00 ---
- --- ---
0.014
0.33
437 326.83
0.68 oc 0.01 is -
- 0,00
0.00 --
- - ---
0.015
0.35
472 326.85
0.68 oc 0.02 is --
-- 0.00
0.00
- --- ---
0.016
0.38
507 326.88
0.68 oc 0.02 is -
-- 0,00
0.00 -
- -- -
0.016
0.40
542 326.90
0,68 oc 0.02 is
--- 0.00
0.00 -
- ---
0.017
0.43
577 326.93
0.68 oc 0.02 is ---
- 0.00
0.00 -
- -- ---
0.017
0.45
612 326.95
0.68 oc 0.02 is --
-- 0.00
0.00 -
- -
0.018
0.48
647 326.97
0.68 oc 0.02 is -
- 0.00
0.00 --
-- ---
0.018
0.50
682 327.00
0,68 oc 0.02 is -
- 0.00
0.00 --
- - ---
0.019
0.53
719 327.03
0.68 oc 0.02 is -
- 0.00
0.00 -
- - ---
0,019
0.55
756 327.05
0.68 oc 0.02 is -
- 0.00
0.00 --
-- - ---
0.019
0,57
793 327.08
0.68 oc 0.02 is -
- 0.00
0.00 -
- -- --
0.020
0.60
830 327.10
0.68 oc 0.02 is ---
-- 0.00
0.00
- --- ---
0.020
0.62
867 327.13
0.68 oc 0.02 is -
- 0.00
0.00 -
- - -
0.021
0.65
904 327.15
0.68 oc 0.02 is --
-- 0.00
0.00 -
- -- -
0.021
0.67
941 327.18
0.68 oc 0.02 is -
- 0.00
0.00 ---
-- -- -
0,022
0.70
978 327.20
0.68 oc 0,02 is -
--- 0.00
0.00
- -- -
0.022
0.72
1,015 327.22
0.68 oc 0.02 is ---
--- 0,00
0.00 --
- --- ---
0.022
0.75
1,052 327.25
0.68 oc 0,02 is -
- 0.00
0,00 --
- -
0.023
Continues on next
page...

10
Wet Detention Basin
Stage I
Storage I
Discharge
Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C
PrfRsr Wr A
Wr B
Wr C Wr D Exfil User
Total
ft
Cuft
ft
cfs
Cfs
Cfs
Cfs Cfs
Cfs
Cfs Cfs Cfs Cfs
Cfs
0.78
1,091
327.28
0,68 oc
0.02 is
-
- 0.00
0.00
- - - -
0,023
0.80
1.130
327.30
0.68 oc
0.02 is
---
- 0.00
0.00
- - - -
0.023
0.82
1,169
327.33
0.68 oc
0.02 is
--
- 0.00
0,00
- - --- ---
0.024
0.85
1,208
327.35
0.68 oc
0.02 is
-
- 0.00
0.00
- -
0.024
0.87
1,247
327.38
0.68 oc
0.02 is
-
- 0.00
0,00
--- - - --
0.025
0.90
1,286
327.40
0.68 oc
0.02 is
-
- 0.00
0.00
- --- - --
0.025
0.92
1,324
327.43
0.68 oc
0.03 is
---
- 0.00
0,00
- - - --
0.025
0.95
1,363
327.45
0.68 oc
0.03 is
-
-- 0.00
0.00
- - - - --
0,026
0.97
1,402
327,47
0.68 oc
0.03 is
-
- 0.00
0,00
- - --- ---
0.026
1.00
1,441
327.50
0.68 oc
0,03 is
-
- 0,00
0.00
--- - - ---
0.026
1.03
1,482
327.53
0.68 oc
0.03 is
-
- 0.00
0.00
- - -
0.027
1.05
1,523
327.55
0.6800
0,03 iC
---
-- 0.00
0.00
--- - -- -
0.027
1.08
1,564
327.58
0.68 oc
0.03 is
---
--- 0.00
0.00
- -
0.027
1.10
1,605
327.60
0.68 oc
0,03 is
---
- 0.00
0.00
- - - -
0.028
1 A 3
1,646
327.63
0.68 oc
0.03 is
---
- 0.00
0.00
- - --- - -
0.028
1.15
1,687
327.65
0.68 oc
0.03 is
-
- 0.00
0.00
- - --- ---
0.028
1.18
1,728
327.68
0.68 oc
0.03 is
---
--- 0.00
0.00
--- --- - -
0.028
1.20
1,769
327.70
0.68 oc
0.03 is
-
- 0.00
0.00
--- - - -
0.029
1.23
1,810
327.72
0.68 oc
0.03 is
- 0.00
0.00
- -- ---
0.029
1.25
1,851
327.75
0.68 oc
0.03 is
-
--- 0.00
0.00
- - - ---
0.029
1.28
1,894
327.78
0.68 oc
0.03 is
-
--- 0.00
0.00
- -- ---
0.030
1.30
1,937
327.80
0.68 oc
0.03 is
-
- 0.00
0.00
- - - ---
0.030
1.33
1.980
327.83
0.68 oc
0.03 is
-
--- 0.00
0.00
- -- -
0.030
1.35
2,023
327.85
0.68 oc
0.03 is
--
--- 0.00
0.00
- - - ---
0.031
1.38
2,066
327.88
0.68 oc
0.03 is
---
- 0.00
0.00
-- -- -
0.031
1.40
2,109
327.90
0.68 oc
0.03 is
---
- 0.00
0.00
- - - ---
0.031
1.43
2,152
327.93
0.68 oc
0.03 is
-
- 0.00
0.00
- - - -
0,031
1.45
2,195
327.95
0.68 oc
0.03 is
-
- 0.00
0.00
--- - -
0.032
1.48
2,238
327.97
0.68 oc
0.03 is
- 0.00
0.00
--- -- -- -
0.032
1.50
2,282
328.00
0.68 oc
0.03 is
-
- 0.00
0.00
--- - - -
0.032
1.53
2,327
328.03
0.68 oc
0.03 is
--
- 0.00
0.00
--- --
0.032
1.55
2,372
328.05
0.68 oc
0.03 is
-
- 0.00
0.00
- - - -
0.033
1.58
2.417
328.08
0.68 oc
0.03 is
-
- 0.00
0.00
- -- ---
0.033
1.60
2,462
328.10
0.68 oc
0.03 is
-
- 0.00
0.00
- - --- ---
0.033
1.63
2,507
328.13
0.68 oc
0,03 is
-
- 0,00
0.00
--- -- - - ---
0.033
1,65
2,553
328.15
0.68 oc
0.03 is
-
- 0.00
0.00
- - - ---
0.034
1.68
2,598
328.18
0.68 oc
0,03 is
-
--- 0.00
0.00
-- --- --
0.034
1.70
2,643
328.20
0.68 oc
0.03 is
--- 0.00
0.00
- - - ---
0.034
1.73
2,688
328.22
0.68 oc
0.03 is
-
- 0.00
0.00
- - ---
0.034
1.75
2,733
328.25
0.68 oc
0.03 is
-
0.00
0.00
--- - - ---
0.035
1.78
2,781
328.28
0.68 oc
0.03 is
-
-- 0.00
0.00
--- - --- ---
0,035
1.80
2,828
328.30
0.68 oc
0.04 is
0.00
0.00
-- - - -
0.035
1.83
2,875
328.33
0.68 oc
0.04 is
-
- 0.00
0.00
- - - -
0.035
1.85
2,923
328.35
0.68 oc
0.04 is
- 0.00
0.00
- -- - ---
0.036
1.88
2,970
328.38
0.68 oc
0.04 is
-
-- 0.00
0.00
- - --- ---
0.036
1.90
3,017
328.40
0.68 oc
0.04 is
- 0.00
0.00
-- -- --- ---
0.036
1.93
3,065
328.43
0.68 oc
0.04 is
-
- 0.00
0.00
- - --- ---
0.036
1.95
3,112
328.45
0.68 oc
0.04 is
-
0.00
0.00
-- - - --
0.037
1.98
3,159
328.47
0.68 oc
0.04 is
-
- 0.00
0.00
- - - ---
0,037
2.00
3,207
328.50
0.68 oc
0.04 is
---
--- 0.00
0.00
-- - - --
0.037
2M
3,256
328.53
0.68 oc
0.04 is
---
- 0.03
0.00
- - - ---
0,065
2.05
3,306
328.55
0.68 oc
0.04 is
- 0.013
0.00
-- - --- ---
0.115
2.08
3,355
328.58
0.68 oc
0.04 is
-
- 0.14
0.00
- - - - -
0,181
2.10
3,405
328.60
0.68 oc
0.04 is
-
-- 0.22
0.00
- - - --
0.258
2.13
3,455
328.63
0.68 oc
0.04 is
-
--- 0.31
0.00
- -- -
0,346
2.15
3,504
328.65
0.68 oc
0.04 is
-
--- 0.40
0.00
- - - ---
0.443
2.18
3,554
328.68
0.68 oc
0.04 is
---
- 0,51
0.00
- -
0,548
2.20
3,603
328.70
0.68 oc
0.04 is
---
--- 0.62
0.00
- - -- ---
0.661
2.23
3,653
328.72
0.78 oc
0.03 is
-
- 0.74
0.00
--- - --- ---
0.776
2.25
3.702
328.75
0.89 oc
0.02 is
--
--- 0.87
0.00
- - -- --
0.893
2.28
3,754
328.78
0.89 oc
0.02 is
---
-- 0.77 is
0.00
- - - - -
0.794
2.30
3.806
328.80
0.89 oc
0.02 is
---
--- 0.80 is
0.00
- -- --
0.829
2.33
3,858
328.83
0.89 oc
0.03 is
---
--- 0.84 is
0.00
- - - - -
0.862
2.35
3,910
328.85
0.89 oc
0.02 is
-
- 0.87 is
0.00
--- --- --
0,893
2.38
3,962
328.88
0.92 oc
0.02 is
-- 0.90 is
0.00
- - --- ---
0.921
2.40
4,013
328.90
0.95 oc
0.02 is
-
- 0,93 is
0.00
- - -
0,947
2.43
4,065
328.93
1.01 oc
0.01 is
---
1.00 s
0.00
- - - -
1.006
2.45
4,117
328.95
1.01 oc
0.01 iC
---
--- 1.00 s
0.00
- - - --
1.010
2.48
4,169
328.97
1.01 oc
0.01 is
---
1.01 s
0.00
- - -- ---
1.014
2.50
4,221
329.00
1.02 oc
0.00 is
--
- 1,01 s
0.00
- - ---
1,016
-End

t orifio
- Inv,
Dnnel Aln 7 _ IAlnf nnfnnfinn Rein
■ v■■w ■�v■ a ��vr rvrv■■r■v■■ rsav■a■
3.00
St
Top of pond
10.00 fl Cipoletti weir Elev. 329.00
WeirB - Elev. 329.00
S tmension [or Hutot iALm L ivii iu4g zuut3 Dy muiooeSK, Inc. vb.uSC
Section
1-yr
NTS
Inflow hvdrooraDh = 2. SCS Runoff - Post- Devel oome nt Runoff
4 Project: 0821.gpw Friday, Aug 22, 2008

Pond No. 1 - Wet Detention Basin
r— 3.00
2.09 ft Risers
WeirA - Elev. 3R8.50
2.00
1.00
— 0.00
Stage (ft)
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2008 by Autodesk, Inc. v6.052
Bottom of pond
Elev.326.50
Top of pond
EIev.329.4D
Front View 1-yr
NTS - Looking DownstrOWW hydrograph = 2. SCS Runoff - Post -Development Runoff
Project: 0821.gpw Friday, Aug 22, 2008

Pond No. 1 - Wet Detention Basin
3,00
2.09 ft RiseN
WeirA - Elev. 8,50
2.00
1.00
— 0.00
Stage (ft)
Hydrographs Extension for AutoCADi& Civil 3DO 2008 by Aulodesk, Inc. v6.052
Front View
NTS - Lookino Downstretonow
Top of pond
EIev.329.00
t-yr
= 2. SCS Runoff - Post -Development Runoff
i Project: 0821.gpw I Friday, Sep 5, 2008

Pond No. 1 - Wet Detention Basin
3.00
10.00 ft Cipoletti weir
WeirB - Elev. 329.00
2,09 ft Riser
WeirA - Elev, 328.50
2,00
1.00
1.00 in orifice
CuIvB - Inv. 326.50
L i-oTpµ oe
0.00
Stage (ft)
r�
Hydraflow HydrographS Extension for AutoCAEM Civil 3M 2008 by Autodesk, Inc. v6.052
Top of pond
Etev.329.00
Elev:
of pond
CulvA - 200.0 LF of 6.0 in Q 0,50%
� �� &7r- rz, Pac>L
Section
1-yr
NTS
Inflow hydrograph = 2. SCS Runoff - Post -Development Runoff
Project: 0821.gpw Friday, Sep 5, 2008

I I I P7e' III wi I I I P7W 31"0.00- wl P7e• 36°•0W WI
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78. 38 o.ocr W 078' 3T 0.0on VV 078` 36' 0-00" w
Name: WILTON Location: 036* 13' 37 8" N 078' 37' 14.7" W
Date: IO/M007 Caption: BRYAN YARD WASTE RECYCLING
Scale: f inch equals 2000 feet
Copyright (C) 1997• Wplech. Inc

O
S.R. 1607
1.
111 Bryan LS Jr,
and Polly I.
S.P. 119
st
1643
Vicinity Map - not to scale
Bryan LS Jr.
and Polly I. GENERAL NOTES:
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA 2006 STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
IMP
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT.
T♦
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG, OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR
J-
IS RESPONSIBLE FOR CONTACTING NC -ONE -CALL OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY
EXCAVATION.PERMANENT SKIMMER BASIN NO. 1 0000.0, .10,000' x FI, I RT-
4
BASIN SIZE: 30Wx60'Lx3.5'D N LL
. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE BORROW OR WASTE MAY BE
BOTTOM EL.: 343.0'
REQUIRED.
T00.01F DAM: 348.0' 5. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUSTED BY THE LANDSCAPE ARCHITECT IF NECESSARY.
C-1
EM ENCY OVERFLOW WEIR: 347.0' 6. ALL CONCRETE PIPE SHALL BE REINFORCED CLASS 111.
7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, COUNTY, AND STATE
Is %UA
ER* 15"PVC, TOP EL: 3465
U T 0
BAR EL: 40 L.F. OF 12"PVC @ 1.0% It . 8. \ BUILDING CODES.
V. IN: 343.0% INV. OUT: 342.6' /1000, 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES, ABOVE
SKIMMER ORIFICE SIZE: 1.5 X V "XI., AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM
.........
'OIL 'TOPS DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE SITE REMAINS
AESTHETICALLY ACCEPTABLE.
......... 11­1 ..... .........•
............
9. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK
WET DETENTION BASIN . ......... ..... LEAFN
•IN ACCORDANCE WITH OSHA.
FOREBAVV6LuME: 1,323 C.F. 10. THE CONTRACTOR SHALL GRADE, SEED AND SOD, OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT
lb
C.F. f
PERMANENT POOL VOLUME: 1,901 C.F. WA fit STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE CONSTRUCTION SEQUENCE INSTRUCTIONS IF
92' S
TEMPORARY POOL VOLUME: 6, APPLICABLE.
PERMANENT POOL BOTTOM EL.: 323.0'
TOP OF PERMANENT POOL EL.: 326.5' 11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY LOCAL CODES.
TOP OF PERMANENT POOL EL.: 329.0' ♦-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS,
12. WORK WITHIN PUBLIC RIGHT
TOP OF DAM: 330.0' _Z TON NOTIFICATIONS, STANDARDS AND POLICIES.
EMERGENCY OVERFLOW WEIR: 329.9 O13. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT LANDSCAPE ARCH7.,
IXIN
EMERGENCY OVERFLOW WEIR WIDTH: 10' PLANNING DEPARTMENT STAFF, OR OWNER.
M
RISER: 8" PVC , TOP EL: 3285 •14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS
---ELARREL: 200 L.F. OF 6" PVC @ 0.5%
NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION
_ININ: 325.0% INV. OUT: 324.0' COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY
DIDN IL APPROVALS/PERMITS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS,
CFAVNER
LAS EROSION CONTROL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWER EASEMENT
0 ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS, AND STORMWATER PERMITS. IF THE CONTRACTOR HAS
TIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER OR THE
QUEs
10' WIDE VEGETATED SHELF 770�
EL. 326.0'- 327.0' LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION.
SEE PLANTING PLAN ON z
A
`D
ETAIL SHEET tJ4
< x _., _.
X
INIS.HE
X
X:X
CONSTRUCTION SEQUENCE
V
A
1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE APPROVALS
W WI
NOPSOILi P_ 00,
OREBAY
lz
AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPROVAL OF SUBDIVISION OR SPECIAL USE
PERMIT, SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN
-OADIN
t
TOP EL.:328.6 I--' . I - - - _' - \ "' , .1 %, .1, - \ , - , I - .. .. APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM NCDOT;AND STORMWATER
8" SCH 40 PVC RISER OUTLET
1"f ORIFICE OUTLET INV. 326.5- U IVI K
'A t;A-
NA :A NOT B: INTERUPTED DUE TO LACK OF APPROVED PLANS.
01
6" INV. OUT 0 PERMIT FROM NCDWQ. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK WILL
(NF;6�03 AR
EL. 325.
R GRADING VIT?-,
-T A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TWPEPING, CLEARING 01
r 2. CONDI;
MERGENCY OVERFLOW WEIR THE(' ':iEr��C�"IRL�'r-,r-��EititAfi'vi--),TIIECONTRACTOR,�S)RESPCNSIL3LEr0i, RION
(CONSTRUCT IN UNDISTU14BED 0%_11Lj AIIIEDISTURSANCEANDr-P0.
V
WEIR EL. 329.0 CONTROL, AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN.
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ENTRANCE OR AT THE
L
200 L.F. OF 6" SCH. 40 PV @ 0.5'/ CONS (RUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION CONTROL PLAN IN THE MAILBOX. THE
A \ ` ` "':;; ;;_ •.• :: �C.+ CONTRACTOR RESPONSIBLE FOR EROSION CONTROL MUST CHECK THE MAILBOX DAILY.
27
V 4. INSTALL TEMPORARY GRAVEL CONSTRUCTION EXIT ON THE EXISTING GRAVEL DRIVEWAY WHERE ALL CONSTRUCTION
`, `� ` � • ; ` � ;` ` ` '>;: , fit_ ,,
WILL 14EED TO PASS IN ORDER TO REACH THE HIGHWAY.
5. GRADE AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THESE PLANS. CONSTRUCT ALL
DIVERSIONS, CULVERTS, AND PERMANENT SEDIMENT BASINS MAKING SURE TO DIRECT ALL RUNOFF TO THESE DEVICES.
VEGETATE THE DEVICES IMMEDIATELY. SEED AND PROTECT NEW SWALES WITH TEMPORARY AND PERMANENT LININGS
N
AS SHOWN ON PLANS.
V
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO DISTURBED AREA SHALL BE
.............
LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 15 CALENDAR DAYS. DISTURBED AREAS LEFT INACTIVE
.................
tk
BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR
X
it
DAYS, WICHEVER IS SHORTER. PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON
VOO
EXPOSED SLOPES WHITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90
..............................
.... ...... CALENDAR DAYS, WICHEVER IS SHORTER.
6" INV. EL.: 324.0'
7. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET.
N
8. SEED AND STABILIZE ALL DISTURBED AREAS,
9. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL OFFICER FOR AN
ONM
SITE INSPECTION. OBTAIN APPROVAL.
10. RMOVE ALL TEMPORARY EROSION CONTROL DEVICES.
V, PERMANENT SKIMMER BASIN NO, 2
A BASIN SIZE: 34'Wx68'Lx3.5'D 11. INSTALL PERMANENT WET DETENTION BASIN, FINE GRADE AND SEED THESE AREAS.
\� ` 12. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION, OBTAIN FINAL APPROVAL.
EMERGENCY OVERFLOW WEIR: 347.0'
RISER: 15" PVC, TOP ELI 346.5'
BARREL: PVC @ 1.0% STORMWATER MANAGEMENT NARRATIVE
TOP OF DAM: 348.0'
BOTTOM EL.: 343.0'
Lao
Bryan Brothers, LLC 30 L.F. OF 12"
DB 943 Pg 639\, INV. IN: 343.0', INV. OUT: 342.7'
SKIMMER ORIFICE SIZE: 1.5" THIS PROJECT WILL BE CONSTRUCTED FOR THE PURPOSE OF RECYCLING YARD WASTE AND MANUFACTURING A QUALITY
TOPSOIL PRODUCT. THE YARD WASTE WILL COME FROM MUNICIPAL LANDFILL SOURCES AS WELL AS FROM PRIVATE
COMMERCIAL SOURCES. THE RECYCLING OF THESE MATERIALS WILL PREVENT THEM FROM OCCUPYING VALUABLE
LANDFILL SPACE.
THE PROJECT SITE HAS BEEN USED FOR HOG PRODUCTION IN THE PAST. THERE ARE FOUR BUILDINGS ON THE SITE THAT
WILL BE RAZED FOR THIS PROJECT. THE GROUND IS SPARSELY COVERED WITH GRASS AND TALL WEEDY VEGETATION. A
O
HOG LAGOON HAS BEEN RECENTLY FILLED IN. A GRADING PERMIT HAS BEEN OBTAINED FROM NCDENR LAND QUALITY
FOR THE WORK SHOWN.
THE SITE HAS BEEN DIVIDED INTO TWO SEPARATE WORK ZONES. THE UPPER WORK ZONE IS FOR THE STORAGE OF SOILS
N.
AND YARD WASTES WHICH WILL BE COMBINED TO PRODUCE A TOPSOIL PRODUCT THAT WILL BE LOADED ONTO TRUCKS
AND SOLD. THIS WORK ZONE WILL REQUIRE RENEWING OF STOCKPILES OF MATERIALS AND WILL BE CONTINUALLY
an
Brydan Polly LS J1. r.
DISTURBED. THE DOWNSTREAM AREAS WILL BE PROTECTED FROM SEDIMENTATION CARRIED IN THE RUNOFF FROM THE
UPPER AREA BY TWO PERMANENT SKIMMER SEDIMENT BASINS. THE LOWER WORK ZONE IS FOR THE STORAGE OF
STUMPS AND LARGER WOODY MATERIALS THAT WILL BE WINDROWED AND ALLOWED TO DECOMPOSE OVER TIME. THESE
ICI I MATERIALS WILL BE MOVED PERIODICALLY REMOVING THE DECOMPOSED MATERIAL AND ADDING IT TO THE TOPSOIL
BEING PRODUCED IN THE UPPER WORK ZONE.
N A WET DETENTION BASIN WILL COLLECT ALL THE RUNOFF FROM THE SITE. THE DETENTION BASIN HAS BEEN SIZED TO
CAPTURE THE RUNOFF FROM A V DESIGN STORM. THE RUNOFF FROM THE 1" STORM WILL BE CAPTURED AND RELEASED
OVER A PERIOD OF 48 HOURS THROUGH A 1" ORIFICE IN AN 8" PVC RISER. STORMS IN EXCESS OF 1"WILL BE PARTIALLY
CAPTURED WITH THE EXCESS WATER ALLOWED TO PASS OVER AN OVERFLOW WEIR.
%
50 0, 50 100 150
Scale 1" = 50'
NO. REVISIONS DATE 00000000
00�j\A CA SITE TECHNOLOGIES, INC. John Bryan Yard Waste Recycling DRAWN BY. T.A.S. SHEET:
o Ift DESIGNED BY. T.A.S.
Land Planning & Landscape Architecture Bryan Brothers, PLC Stormwater Management V0111an
3
P.O.Box 1612 Oxford, NC 27565 3092 Sam Us ry Road, Oxford, North Carolina 27565 DATE: 8/22/2008 OF: 2
rHy 919-693-2927 EMAIL: tastall@ealthlink, net (919690-2640
=
000 CAL: 50' JOB NUMBER: 0821

1 NO.
REVISIONS
DATE
WET DETENTION BASIN
FOREBAY VOLUME: 1,323 C.F. `.
PERMANENT POOL VOLUME: 1,901 C.F.
TEMPORARY POOL VOLUME: 6,92 O.F-. _
PERMANENT POOL BOTTOM EL.: 323.0'
TOP OF PERMANENT POOL EL.: 326.5'
TOP OF PERMANENT POOL EL.: 329.0'
TOP OF DAM: 330.0'
EMERGENCY OVERFLOW WEIR: 329.0'
EMERGENCY OVERFLOW WEIR WIDTH: 10'
RISER: 8" PVC, TOP EL: 328.5'
BARREL: 200 L.F. OF 6" PVC @ 0.5%
M. IN:325.0' INV. OUT:324.0'
10' WIDE VEGETATED SHELF
EL. 326.0' - 327.0'
SEE PLANTING PLAN ON
DETAIL SHEET W
W
L W
W W
8" SCH 40 PVC RISER OUTLET
TOP EL.:3.28.5'
1"`'10 ORIFICE OUTLET INV. 326.5'
j 6" INV. OUT EL. 325.01— "
200 L.F. OF 6" SCH. 40 PV @ 0.5
=; 6" INV. EL.: 324.0
VEGETATED SHELF PLANTLIST
l
;1
1
I
1
i
W y �--FOREBAY
W
eE ,,
MERGENCY OVERFLOW WEIR `
(CONSTRUCT IN UNDISTURBED SOIL)
WEIR EL. 329.0
�l
'i
WET DETENTION BASIN DETAIL - 1"=30'
VEGETATED SHELF ABOVE WATERLINE TO BE PLANTED WITH ONE PLANT PER 4 SQUARE FEET (800S.F. /4=200 PLANTS) FROM
PERMANENT POOL WATERLINE
THE FOLLOWING LIST:
BERMSLOPES AND AREAS SU
Shrubs (may be planted as container grown plants or bareroot plants)
FOREBAYAND TEMPORARYRPOOLDI TO
CHOKEBERRY (Aronia arbutifolia)
BE VEGETATED WITH CENTIPEDE GRASS
BEAUTYBERRY (Callicarpa americana)
SWEETSHRUB (Calycanthus floridus)
BUTTONBUSH (Cephalanthus occidentalis)
WINTERBERRY (Ilex verticellata)iM
OREBA
VIRGINIA WILLOW (Itea virginica)
Perennials (may be planted as container grown plants, bareroot plants or locally collected field clumps)
LADY FERN (Athyrium felix-femina)
,
OUTLET RISER PIPE IDE
BUTTERFLY WEED (Asclepias tuberose)
EGETA
SWAMP MILKWEED (Asclepias incarnata)
TYP
TICKSEED (Coreopsis lanceolata)
JOE PYE WEED (Eupatorium dubium)
CINNAMON FERN (Osmunda cinnamomea)
p _
BLACKEYED SUSAN (Rudbeckia fugida)
VEGETATE SHELF BELOW WATERLINE TO BE PLANTED WITH ONE PLANT PER 4 SQUARE FEET (640S.F./4=160 PLANTS FROM
THE FOLLOWING LIST:
Shrubs (may be planted as container grown plants or bareroot plants)
CHOKEBERRY (Aronia arbutifolia)
BUTTONBUSH (Cephalanthus occidentalls)
WINTERBERRY (Ilex verticeilata)
VIRGINIA WILLOW (Itea virginica)
POSSUMHAW (Viburnum nudum)
Perennials (may be planted as container grown plants, bareroot plants or locally collected field clumps*)
OVERFLOW WEIR
SWAMP MILKWEED (Asclepias incarnate)
CLIMBING ASTER (Aster carolinianus)
BOLTONIA (Boltonia asteriodes)
JOE PYE WEED (Eupatorium dubium)
SWAMP SUNFLOWER (Helianthus angustifolius)
SWAMP MALLOW (Hibiscus moscheutos)
CINNAMON FERN (Osmunda cinnamomea)
ROYAL FERN (Osmunda regalis)
GOLDENROD (Solidago rugosa)
Sedges and Rushes (may be planted as container grown plants or locally collected field clumps*)
Woolgrass (Scirpus cyperinus)
*Obtain permission of landowner before collecting plants from private land, do not collect plants from public lands.
For more detailed information and images of each plant, visit the Plant Fact Sheets available on NCSU's Urban Horticulture
website: www.ncstate-plants.net
WET DETENTION BASIN - PLANTING PLAN - 1 "=30'
SITE TECHNOLOGIES, INC. John Bryan - Yard Waste Recycling DRAWNBY� T.A.S. SHEET. 2
-,! DESIGNED BY.- T.A.S.
53 = * Land Planning & Landscape Architecture Brryyan Brothers, LLC Stormwater Management Details
P.O.Box 1612 Oxford, NC 27565 3092 Sam Usry Road Oxford North Carolina 27565 DATE: ei22i2008 OF: 2
�.V 000o00% 919-693-2927 EMAIL: [e-mail] [phone] SCALE: AS NOTED JOB NUMBER: 0821

1
,
,
Brya
I \ and nllly Jr. Polly
j
L�
i
I 4 /
M W
Bryan LS Jr.
I 4e/ S� ♦ and Polly I.
>=>,
/� IM x,T� 9°
j POR D `
! PERMANENT SKIMMER BASIN NO. 1
BASIN SIZE: 30'Wx60'Lx3.5'D D� \FILL : DIRT
BOTTOM EL.: 343.0' • D� O l `; r O� ��"
TOP OF DAM: 348.0'
EM ENCY OVERFLOW WEIR: 347.0' ; G' \1 • �� '_ <
ISER: 15" PVC, TOP EL: 346.5'
BAR EL: 40 L.F. OF 12" PVC @ 1.0 /o >
,
V. IN: 343.0', INV. OUT: 342.6'
SKIMMER ORIFICR SIZE: 1.5
TO�'S olL
i \
♦
\..
.......................................
........................:..................
WET DETENTION BASIN (� .......................... ............ .....
LEAF/YA v
.........................
_ _
................
....
_ . FORESAY VOLUME: 1,323 C.F. r //
t
d`
PERMANENT POOL VOLUME: 1,901_ C.F. ''� � I " """"""""" "WASTE TEMPORARY POOL VOLUME: 6,92 C.F. , '
:: ..............
PERMANENT POOL BOTTOM EL.: 323.0'
TOP OF PERMANENT POOL EL.: 326.5' / , •'
TOP OF PERMANENT POOL EL.: 329.0' �/ S� '_ ' '' \ • \
TOP OF DAM: 330.0' %' TOPSO i1
EMERGENCY OVERFLOW WEIR: 329.0' ` �tA
ip
` f�jj h ,
i
EMERGENCY OVERFLOW WEIR WIDTH: 10' \ IVI If NG•
RISER: 8" PVC , TOP EL: 328.5'
RREL: �OO.F. OF 6" PVC @ 0.5% / \ \ ` _
25.0', INV. OUT: 324.0' '
tA C ENER \`
/A,
V
10 WIDE VEGETATED SHELF
2 '- \� \ [ W
EL. 3 6.0 327.0 ,
SEE PLANTING PLAN ON \
DETAIL SHEET \
\ \
\ F \ INISHEC
,_
PSOIL
,
\ ,
\. NO
1
EBAY � ' � I , r.
4 ti
8 S V ISER E CH 40 PVC Ft OUTLET !
I
,
TOP EL. .328.5 � \ •.•'
/BR`
t
i
",
1 � ORI TLET INV 2 . RJ FICE OU . 3 6 5 �� �� �S � A� S�
,
l
6" INV. OUT EL. 325.0 AR
,l
, f
v� -
v
MERGENCY OVERFLOW WEIR � � • ., � ,< - ..: � � _ J
o p.
(CONSTRUCT IN UNDISTURBED SOIL) \ � �•
\.
G
WEIR EL. 329.0 _ ,;:;j::'::':':;•' /,'� !
2• G !
v
i
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2 5
O
L. OF 6" SC 4 PV 0. / 00 H. 0 G)
c� '..
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\ �Cr
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•
I,
i
I
•:i"x
/ \ ` ? O I
W
M
I
1
\ L
f
.I
I
fi
0
,
\ 6" INV. EL.: 324.0' 9 O
r,
O.
o '1
/
000,
O
f
�fC '
i \ `• ` > PERMANENT SKIMMER BASIN NO. 2
BASIN SIZE: 34'Wx68'Lx3.5'D i
BOTTOM EL. 343.0'Lw
TOP OF DAM: 348.0'
O �` 1 EMERGENCY OVERFLOW WEIR: 347.0'
1 RISER: 15" PVC,TOP EL! 34 . , Bryan Brothers, L`LC \ \ y \ , ;'.:` BARREL: 30 L.F.OF 12" PVC @1.0%
!! DB 943 Pg 639' INV. IN: 343.0', INV. OUT: 342.7'
�SKIMMER ORIFICE SIZE ' i
I /
� i !
"
i
I \ ' Bryan LS Jr.
and Polly 1.
I
i
� � 1
,
50 0 50 100 150
i
Scale 1" = 50'
i
, 4
NO. REVISIONS DATE Doug oo DRAWN BY: T.A.S.
poo��N CARp� °°° SITE TECHNOLOGIES, INC. John Bryan Yard Waste Recycling DESIGNED BY. T.A.S.
>� 3 * Land Planning & Landscape Architecture Bryan Brothers, LLC
P.O.Box 1612 Oxford, NC 27565 3092 Sam Usry Road Oxford North Carolina 27565 DATE: 8/22/2008
'J
919-693-2927 EMAIL: [e-mail] [phone] SCALE. "=50'
S,q
�e:e S.R, 1613 --jl
Vicinity Map - not to scale
GENERAL NOTES:
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA 2006 STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT.
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG, OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR
IS RESPONSIBLE FOR CONTACTING NC -ONE -CALL OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY
EXCN✓ATION.
4. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE BORROW OR WASTE MAY BE
REQUIRED.
5. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUSTED BY THE LANDSCAPE ARCHITECT IF NECESSARY.
6. ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III.
7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, COUNTY, AND STATE
BUILDING CODES.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES, ABOVE
A O R R AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESU
LTING FROM
DEMOLITION, SITE AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE E REMAINS
AESTHETICALLY ACCEPTABLE.
V RE R IN PERFORMANCE OF ALL WORK
9: THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS THE PE MA
IN ACCORDANCE WITH OSHA.
10. THE CONTRACTOR SHALL GRADE, SEED AND SOD, OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT
STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE CONSTRUCTION SEQUENCE INSTRUCTIONS IF
APPLICABLE.
11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY LOCAL CODES.
12. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS,
NOTIFICATIONS, STANDARDS AND POLICIES.
13. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT LANDSCAPE ARCH'T.,
PLAN14ING DEPARTMENT STAFF, OR OWNER.
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS
NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION
COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY
APPROVALS/PERMITS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS,
EROSION CONTROL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWER EASEMENT
ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS, AND STORMWATER PERMITS. IF THE CONTRACTOR HAS
QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER OR THE
LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION.
CONSTRUCTION SEQUENCE
THESE APPROVALS
1. OBTAIN A THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. LL A RM
AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPROVAL OF SUBDIVISION OR SPECIAL USE
PERMIT, SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN
APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM NCDOT;AND STORMWATER
PERMIT FROM NCDWQ. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK WILL
NOT PE INTERUPTED DUE TO LACK OF APPROVED PLANS.
2. CONE!- 1CT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, CLEARING OR GRADING WITH
THE C WN1=1' (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION
COhT.
:{UL AND EROSION CONTROLPERSONNEL TO DISCU�,b THE PROJECT AND THE EROSION CONTROL PLAN.
TYPE MAILBOX FOR C NC OR AT THE
T,"�L A RURAL X R CONSTRUCTION CORRESPONDENCE AT THE SITE ENTRANCE H
3. INS
CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION CONTROL PLAN IN THE MAILBOX, THE
CONTRACTOR RESPONSIBLE FOR EROSION CONTROL MUST CHECK THE MAILBOX DAILY.
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION EXIT ON THE EXISTING GRAVEL DRIVEWAY WHERE ALL CONSTRUCTION
WILL 'NEED TO PASS IN ORDER TO REACH THE HIGHWAY.
5. GRADE AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THESE PLANS. CONSTRUCT ALL
DIVERSIONS, CULVERTS, AND PERMANENT SEDIMENT BASINS MAKING SURE TO DIRECT ALL RUNOFF TO THESE DEVICES.
VEGETATE THE DEVICES IMMEDIATELY. SEED AND PROTECT NEW SWALES WITH TEMPORARY AND PERMANENT LININGS
AS SHOWN ON PLANS.
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO DISTURBED AREA SHALL BE
PROTECTIVE COVER INACTIVE LEFT WITHOUTI E FOR MORE THAN 15 CALENDAR DAYS, DISTURBED AREAS LEFT CT E
BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY SEE G DAYS OR 30 CALENDAR
B HA PORARY SEEDED WITHIN 15 WORKING A
DAYS, WICHEVER IS SHORTER. PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON
EXPOSED SLOPES WHITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS, WICHEVER IS SHORTER.
7. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET.
8. SEED AND STABILIZE ALL DISTURBED AREAS.
9. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL OFFICER FOR AN
ONSITE INSPECTION. OBTAIN APPROVAL,
10. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES.
11. INSTALL PERMANENT WET DETENTION BASIN, FINE GRADE AND SEED THESE AREAS.
12. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION, OBTAIN FINAL APPROVAL.
STORMWATER MANAGEMENT NARRATIVE
THIS PROJECT WILL BE CONSTRUCTED FOR THE PURPOSE OF RECYCLING YARD WASTE AND MANUFACTURING A QUALITY
TOPSOIL PRODUCT. THE YARD WASTE WILL COME FROM MUNICIPAL LANDFILL SOURCES AS WELL AS FROM PRIVATE
COMMERCIAL SOURCES. THE RECYCLING OF THESE MATERIALS WILL PREVENT THEM FROM OCCUPYING VALUABLE
LANDFILL SPACE.
THE PROJECT SITE HAS BEEN USED FOR HOG PRODUCTION IN THE PAST. THERE ARE FOUR BUILDINGS ON THE SITE THAT
WILL BE RAZED FOR THIS PROJECT. THE GROUND IS SPARSELY COVERED WITH GRASS AND TALL WEEDY VEGETATION. A
HOG LAf:,00N HAS BEEN RECENTLY FILLED IN. A GRADING PERMIT HAS BEEN OBTAINED FROM NCDENR LAND QUALITY
FOR THE WORK SHOWN.
THE SITE HAS BEEN DIVIDED INTO TWO SEPARATE WORK ZONES. THE UPPER WORK ZONE IS FOR THE STORAGE OF SOILS
AND YA!�D WASTES WHICH WILL BE COMBINED TO PRODUCE A TOPSOIL PRODUCT THAT WILL BE LOADED ONTO TRUCKS
AND SO!-D. THIS WORK ZONE WILL REQUIRE RENEWING OF STOCKPILES OF MATERIALS AND WILL BE CONTINUALLY
DISTURBED. THE DOWNSTREAM AREAS WILL BE PROTECTED FROM SEDIMENTATION CARRIED IN THE RUNOFF FROM THE
UPPER AREA BY TWO PERMANENT SKIMMER SEDIMENT BASINS, THE LOWER WORK ZONE IS FOR THE STORAGE OF
STUMPS AND LARGER WOODY MATERIALS THAT WILL BE WINDROWED AND ALLOWED TO DECOMPOSE OVER TIME. THESE
MATERIALS WILL BE MOVED PERIODICALLY REMOVING THE DECOMPOSED MATERIAL AND ADDING IT TO THE TOPSOIL
BEING PRODUCED IN THE UPPER WORK ZONE.
A WET DETENTION BASIN WILL COLLECT ALL THE RUNOFF FROM THE SITE. THE DETENTION BASIN HAS BEEN SIZED TO
CAPTURE THE RUNOFF FROM A V DESIGN STORM. THE RUNOFF FROM THE 1" STORM WILL BE CAPTURED AND RELEASED
OVER A PERIOD OF 48 HOURS THROUGH A 1" ORIFICE IN AN 8" PVC RISER. STORMS IN EXCESS OF 1" WILL BE PARTIALLY
CAPTURED WITH THE EXCESS WATER ALLOWED TO PASS OVER AN OVERFLOW WEIR.
Stormwater Management Plan
SHEET: 1
OF: 2
JOB NUMBER: 0821

WIT
n
WET DETENTION BASIN
FOREBAY VOLUME: 1,323 C.F.
PERMANENT POOL VOLUME: 1,901 C.F.
TEMPORARY POOL VOLUME: 6,92 C.F-.
PERMANENT POOL BOTTOM EL.: 323.0' `t
TOP OF PERMANENT POOL EL.: 326.5'
TOP OF PERMANENT POOL EL.: 329.0' \}
TOP OF DAM: 330.0'
EMERGENCY OVERFLOW WEIR: 329.0'
EMERGENCY OVERFLOW WEIR WIDTH: 10'
4
RISER: 8" PVC, TOP EL: 328.5'
�- ARREL: 200 L.F. OF 6" PVC @ 0.5% t
. IN: 325.0', INV. OUT: 324.0'
10' WIDE VEGETATED SHELF
EL. 326.0' - 327.0' =
SEE PLANTING PLAN ON
DETAIL SHEET
W
W W
W \
\
W \
L W
OREBAY
8" SCH 40 PVC RISER OUTLET W
TOP EL.:328.5' e��M
1"`�O ORIFICE OUTLET INV. 326.5'
\
6" INV. OUT EL. 325.0' 1
MERGENCY OVERFLOW WEIR
(CONSTRUCT IN UNDISTURBED SOIL)
WEIR EL. 329.0
200 L.F. OF 6" SCH. 40 PV @ 0.50/o—,,, UP
O �.
t .if
t V �
1
6" INV. EL.: 324.0' t
0
I
0 0
1
WET DETENTION BASIN DETAIL - 1 "=30'
VEGETATED SHELF PLANTLIST
VEGETATED SHELF ABOVE WATERLINE TO BE PLANTED WITH ONE PLANT PER 4 SQUARE FEET (800S.F. /4=200 PLANTS) FROM
PERMANENT POOL WATERLINE
THE FOLLOWING LIST:
BERMSLOPES AND AREAS SU
Shrubs (may be planted as container grown plants or bareroot plants)
FOREBAYAND EMPORARYRPOOLDI TO
CHOKEBERRY (Aronia arbutifolia)
BE VEGETATED WITH CENTIPEDE GRASS
BEAUTYBERRY (Callicarpa americana)
SWEETSHRUB (Calycanthus floridus)
BUTTONBUSH (Cephalanthus occidentalis)
WINTERBERRY (Ilexverticellata)
�M. •.'
.:
VIRGINIA WILLOW (Itea virginica)
Perennials (may be planted as container grown plants, bareroot plants or locally collected field clumps)
LADY FERN (Athyrium felb(-femina)
BUTTERFLY WEED (Asclepias tuberosa)
OUTLET RISER PIPE
IDE
SWAMP MILKWEED (Asclepias incarnata)
EGET
TICKSEED (Coreopsis lanceolata)
TYP
JOE PYE WEED (Eupatorium dublum)
�.
CINNAMON FERN (Osmunda cinnamomea)
:..
BLACKEYED SUSAN (Rudbeckia fugida)
VEGETATE SHELF BELOW WATERLINE TO BE PLANTED WITH ONE PLANT PER 4 SQUARE FEET (640S.F./4=160 PLANTS FROM
THE FOLLOWING LIST:
Shrubs (may be planted as container grown plants or bareroot plants)
CHOKEBERRY (Aronia arbutifolia)
BUTTONBUSH (Cephalanthus occidentalis)
WINTERBERRY (Ilex verticellata)
VIRGINIA WILLOW (Itea virginica)
POSSUMHAW (Viburnum nudum)
Perennials (may be planted as container grown plants, bareroot plants or locally collected field clumps*)
OVERFLOW WEIR
SWAMP MILKWEED (Asclepias incarnate)
CLIMBING ASTER (Aster carolinianus)
BOLTONIA (Boltonia asteriodes)
JOE PYE WEED (Eupatorium dubium)
SWAMP SUNFLOWER (Helianthus angustifolius)
SWAMP MALLOW (Hibiscus moscheutos)
CINNAMON FERN (Osmunda cinnamomea)
ROYAL FERN (Osmunda regalis)
GOLDENROD (Solidago rugosa)
Sedges and Rushes (may be planted as container grown plants or locally collected field clumps')
Woolgrass (Scirpus cyperinus)
`Obtain permission of landowner before collecting plants from private land, do not collect plants from public lands.
For more detailed information and images of each plant, visit the Plant Fact Sheets available on NCSU's Urban Horticulture
website: www.ncstate-plants.net
WET DETENTION BASIN - PLANTING PLAN - 1 "=30'
NO. REVISIONS DATE °0�oaac o0000 DRAWN BY. T.A.S.
jH ° I SITE TECHNOLOGIES, INC. John Bryan - Yard Waste RecyclingSHEET: 2
g DESIGNED BY.- T.A.S.
�5 - A� Land Planning & Landscape Architecture B an Brothers, LLC
a� o DATE: 8 22 Zo08 tormwater Management Details
l o P.O.Box 1612 Oxford, NC 27565 3092 Sam Us Road Oxford North Carolina 27565 OF. 2
SAP 919-693-2927 EMAIL: [e-mail] 919 690-2640
oa0000000°
SCALE. AS NOTED JOB NUMBER: 0821

EXISTING CMP CULVERT
VERIFY SIZE IS AT LEAST 24"
AT A MINIMUM OF 3.0%)
REPLACE IF NECESSARY
PERMANENT FLASHBOARD RISER BASIN
BASIN SIZE: 70'Wx140'Lx3.5'D
BOTTOM EL.: 325.0'
TOP OF DAM: 330.0'
IvIERGENCY OVERFLOW WEIR: 329.0'
RI SQ. PRECAST CONC. WITH
F BOARDS (SEE DETAIL) L. BARREL: 160 . OF 24" CMP pn 1.0%
INV. IN:325.0', V '
�IPRAP ENERGY DISSAPATOR
CL. 'B' RIPRAP
6'Wx12'Lx18" THK.
NO. I REVISIONS
010
\ Bryan Jr.
and Polly I.
_f `-SWALE'C'
USE TE
AX NETTING OVER
SEED AND STRAW MULCH
IN CE
TERLINE OF SWALE
O
-SEE DETAIL
/
/
• � IMPORTED
\_ PERMANENT SKIMMER BASIN NO. 1 '' / � • FILL DIRT �
BASIN SIZE: 30'Wx6O'Lx3.5'D N \ \
BOTTOM EL.: 343.0'
TOP OF DAM: 348.0'
EME ENCY OVERFLOW WEIR: 347.0' S/�1
ISER: 15" PVC ,TOP EL: 346.5'
BAR EL: 40 L.F. OF 12" PVC : 1.0%6 / IMPORTED
NV. IN: 343.0', INV. OUT: 342.6' / \ \ • / \
SKIMMER ORIFICE SIZE: 1.5 \ TOPSOIL
\ \ \
W S ALE'H'
` - L A� A - - R�
E NORTH MERI AN (RE
s
O A C EN SC250 /
ROSION CONTROL BLANKET OVER
SEED IN CENTERLINE OF SWALE ,:,.•`•';yp,� 1 \WASTE
-SEE DETAIL _ --- ------ �\ /
(TOPSOIL\
�MIXIN(3.
1000
SW LE
RIP E ERGY DISSAPATOR 'D' - - 1 UPNYIL
USE TENAX NETTING OVER \ , i,, y_ .� l 4 ENER
CL. 'B' RIPRAP
l SEED AND STRAW MULCH , J` _ _ - - SWALE'A
\ 14.5'Wx9'Lx18" THK. IN CENTERLINE OF SWALE 1 _ - - - - - - - _ _ _ 1
-SEE DETAIL �,+ L : CULVERT NO. 1
152 L.F. OF 15" RCP @ 1.3%
l ` EXIST. BLDGS TO BE INV. IN: 354.0', INV. OUT: 352.0'
REMOVED
-IN ISHEr� �
Bryan LS Jr.
sy� and Polly I.
\ T1_
�O
EXISTING ACCESS GA
MAP
1 \
1
.A
d
\
\
NOPSOILI
r_
\
1
, 1 - J TRUCK.
CS (la FiZ
RD G:
RI RAP ENERGY DISSAPATOR `
CL. 'B' RIPRAP \ \ \ \ -T-�`'� p Y� ��� �►
6'Wx12'Lx18" THK. \ I ..((Z/�'►�LJ.zr
2G) \ 1. SWALE'E':
1 \ USE TENAX NETTING OVER
\ `\\ \ \ SEED AND STRAW MULCH) \\ �\/
IN CENTERLINE OF SWALE �Y
-SEE DETAIL
\ .
\ / i ::•
\ IC iP P ENERGY SAPATOR
E E S RA
\ �0 :::::•::•:::......:....:::...../ < , � CL. 'B' RIPRAP
I \ RIP • P ENERGY ISSAPATOR 1 4.5'Wx9'Lx18" THK.
c9
\
L.'B' RIPRAP O
\
O
O
\ 4,5'V Lx18" THK.
1
USE TENAX NETTING O ER
SEED AND STRAW MUL H
IN CENTERLINE OF SW LE
\ \ RIPRAP ERGY DISSAPATOR -SEE DETAIL
\ \ CL. 'B' RIPRAP " PERMANENT SKIMMER BASIN NO. 2
4.5'Wx9'L� 18" THK. TU L IVERY �j' 13ASIN SIZE: 34'Wx68'Lx3.5'D
\ \ D ` �- BOTTOM EL.: 343.0'
(P. \ TOP OF DAM: 348.0'
I=MERGENCY OVERFLOW WEIR: 347.0'
RISER: 15" PVC, TOP EL: 346.5'
Bryan Brothers, LLC \ \ \ / _ BARREL: 30 L.F. OF 12" PVC @ 1.0%
DB 943 Pg 639 \ \ INV. IN: 343.0', INV. OUT: 342.7'
.SKIMMER ORIFICE SIZE: 1.5"
SWALE T'
USE NORTH AMERICAN GREEN SC250
EROSION CONTROL BLANKET OVER V R
SEED IN CENTERLINE OF SWALE
II
1
G
>a �. EXISTING CMP CULVERT \
1
1
i
1
DATE�CAR��
SITE TECHNOLOGIES, INC.
^ a
= *o Land Planning & Landscape Architecture
P. O. Box 1612 Oxford, NC 27565
nHy A.919-693-2927 EMAIL: [e-mail]
-SEE DETAIL
ULVERT NO. 2
24 L.F. OF 18" CMP @ ',1.0%
INV. IN: 341.5', INV. OUT: 341.02'
SWALE'G'
USE NORTH AMERICAN GREEN SC250
EROSION CONTROL BLANKET OVER
SEED IN CENTERLINE F SWALE Bryon LS Jr.
-SEE DETAIL and Polly 1.
50 0 50 100 150
Scale 1" = 50'
John Bryan - Yard Waste Recycling
Btyan Brothers, LLC
392 Sam Usry Road, Oxford, Forth Carolina 27565
[phone]
GRAVEL CONSTRUCTION EXIT
-SEE DETAIL
DRAWN BY: T.A.S.
DESIGNED BY: T.A.S.
DATE: 9/28/07
SCALE: 1 "=50'
At"-, T
r
SR
�878 S,R, 1�3
Vicinity Map - not to scale
GENERAL NOTES:
1. CONSTRUCTION ON THIS PROJECT SHELL BE IN ACCORDANCE WITH THE NORTH CAROLINA 2006 STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT.
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG, OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR
IS RESPONSIBLE FOR CONTACTING NC -ONE -CALL OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY
EXCAVATION.
4. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE BORROW OR WASTE MAY BE
REQUIRED.
5. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUSTED BY THE LANDSCAPE ARCHITECT IF NECESSARY.
6. ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III.
7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, COUNTY, AND STATE
BUIi.DING CODES.
8. T "'.lE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES, ABOVE
AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM
DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE SITE REMAINS
AESTHETICALLY ACCEPTABLE.
THE Hc T A OBSERVE
CONTRACTOR SHALL O SE E ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK Q O K
IN ACCORDANCE WITH OSHA.
10. THE CONTRACTOR SHALL GRADE, SEED AND SOD, OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT
STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE CONSTRUCTION SEQUENCE INSTRUCTIONS IF
APPLICABLE.
11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY LOCAL CODES.
12. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS,
NG i IFICATIONS, STANDARDS AND POLICIES.
13. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT LANDSCAPE ARCH'T.,
PLANNING DEPARTMENT STAFF, OR OWNER.
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS
NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION
COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY
APPROVALS/PERMITS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS,
EROSION CONTROL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWER EASEMENT
ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS, AND STORMWATER PERMITS. IF THE CONTRACTOR HAS
QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER OR THE
LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION.
CONSTRUCTION SEQUENCE NCE
1. OB. r
A!N ALL THE APPROVALS AND PERMITS NE
CESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE APPROVALS
AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPROVAL OF SUBDIVISION OR SPECIAL USE
PERMIT SI
TE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN
APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM NCDOT. THE APPROVALS
MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK WILL NOT BE INTERUPTED DUE TO LACK OF
OF APPROVED PLANS.
I
Z. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, CLEARING OR GRADING :� 1�.ITli
TH • •`WNER (OR REPRESENTATIVI=), THE CONTRA r:TOP(q%, i1cCP(1PIRIRI GOi� T AND EROSiOiv
t; ;COL, AND EROSIOl I CONTROL PERSONNEL TO DISGUSS I H"L 1=C ; 11D I Htr. EkUl.'SlUiv t .v, 4 1 ,w'_ r -1,4.
3. INS l / ,_L A RURAL TYPE MAILBOX FOR CONS- RUC-i iON CORRESPONDENCE AT THE SITE ENTRANCE 013 A I- 4 HL
Ct.:.''. rRUCTION TRAILER. KEEP A COPY OF THE APPROVED Eit�i_ .., .'^i CON TROL PLAID IN TI F..1.1AILf_'OX. !- IE
CONTRACTOR RESPONSIBLE FOR EROSION CONTROL MUST C,-IECK r r It- ?".MC)AII.Y
4. INS" ALL TEMPORARY GRAVEL CONSTRUCTION EXIT ON THE EXISTING GRAVEL DRIVEWAY WHF_i_ :;;LL - 0.:CTr'•:1C r;Ll'v
Wll 1. NEED TO PASS IN ORDER TO REACH THE HIGHWAY.
5. GR'1DE AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THESE PLANS. CONSTRUCT ALL
DIVERSIONS, CULVERTS, AND PERMANENT SEDIMENT BASINS MAKING SURE TO DIRECT ALL RUNOFF TO THESE DEVICES.
VF_(3ETATE THE DEVICES IMMEDIATELY. SEED AND PROTECT NEW SWALES WITH TEMPORARY AND PERMANENT LININGS
Ac ePOWN ON PLANS.
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO DISTURBED AREA SHALL BE
LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 15 CALENDAR DAYS. DISTURBED AREAS LEFT INACTIVE
BE IWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR
DAYS, WICHEVER IS SHORTER. PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON
EXPOSED SLOPES WHITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS, WICHEVER IS SHORTER.
7. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET.
8. SEED AND STABILIZE ALL DISTURBED AREAS.
9. WI IEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL OFFICER FOR AN
ONSITE INSPECTION. OBTAIN APPROVAL.
10. RL':_!AOVE ALL TEMPORARY EROSION CONTROL DEVICES.
11. iNSTALL LEVEL SPREADERS, FINE GRADE AND SEED THESE AREAS.
12. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION, OBTAIN FINAL APPROVAL.
SEEDBED PREPARATION
1. Chisel compacted areas and spread topsoil 4 inches deep over adverse soil conditions, if available.
2. rip the entire area to 6 inches deep.
3. Remove ail loose rock, roots, and other obstructions leaving surface resonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and superphosphate uniformly and mix With soil (see beloW'0.
5. Continue tillage until a Well - pulverized,firm, resonably uniform seedbed is prepared 4 to 6 inches deep.
6. ; eed on a freshly prepared seedbed and cover seed lightly With seeding equipment or cultipock after
seeding.
7. Mich immediately after seeding and anchor mulch With asphalt emulsion lack or by crimping straw
rnutch into surface of soft With a set of discs set straight.
8. Inspect all seeded areas and make necessary repairs or reseedings Within the planting season, if possible.
If stand should be over 60% damaged• reestablish following original lime, fertilizer, and seeding rates.
9. (:onsult conservation inspector on maintenance treatment and fertilization after permanent cover is established.
• Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer: - 1,000 lbs./acre - 10-10-10
Superphosphate - 500 lbs./acre - 207
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion - 300 gal./ocre
SEi__DING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
Aug 15 - Nov 1 Toll fescue 300 lbs./acre
Nov 1 - Mar 1 To fescue 300 lbs./acre
& Abruzzi rye
Mar 1 - Apr 15 Toll fescue 300 lbs./acre
Apr 15 - Jun 30 Hulled Common Burmudogross 25 lbs./ocre
Jul 1 -- Aug 15 Tall fescue and 125 lbs./ocre
"'BroWntop Millet 35 lbs./ocre
"'or Sorghum -Sudan Hybrids 30 lbs./ocre
SLOPES (3:1 - 2:1)
Mar 1 - Jun 1 Sericea Lespedezo (scorified) 50 lbs./acre
&
Mar 1 - Apr 15) Add tall fescue 120 lbs./ocre
Mar i - Jun 30) Or add Weeping Lovegross 10 Ibs./acre
(Mar 1 - Jun 1) Or odd Hulled Common Burmudogross 25 Ibs./ocre
Jun 1 - Sep 1 -Toll fescue and 120 Ibs/acre
'"BroWntop Millet 35 lbs. ocre
""or Sorghum -Sudan Hybrids 30 Ibs./ocre
Sep I - Mar 1 Sericea lespedezo (unhulled, unscarified) 120 Ibs./acre
& Toll fescue 120 Ibs./ocre
(Nov 1 - Mor 10 Add Abruzzi rye 25 Ibs./ocre
Consult Conservation engineer or soil Conservation Service for additional information concerning other alternatives
for vegetation of denuded areas. The above vegetation rates or those Which do Well under local conditions; other
seeding role combinations ore possible.
"' Temporary - Reseed according to optimum season for desired permanent vegetation. Do not allow temporary
cover to grow over 12 inches in height before mowing, otherwise fescue may be shaded out.
Grading anrosion Control Plan
SHEET: 1
OF: 2
JOB NUMBER: 0722

4' SO. PRECAST CONCRETE
STRUCTURE WITH OPEN FRONT
CHANNELED TO ACCEPT 200
REMOVABLE FLASHBOARDS
TOP OF BERM
REMOVABLE FLASHBOARDS
TO REGULATE WATER LEVEL
DURING CLEANOUT OPERATIONS
PLACE STAKE IN SIDE OF BASIN
TO INDICATE WHEN CLEANOUT IS
1.5' MAXIMUM SEDIMENT STORAGE
SECTION THRU BASIN
4'
o wFFn;
EARTH BERM
s=
BAFFLE INSTALLATION — STEP 1
NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES 1' APART TO ATTACH FABRIC
TO "HOG WIRE"
4. BAFFLE SPACED AS PER APPROVED PLAN.
BOTTOM OF
TRENCH AN
FILLED WITI-
COMPACTEC
BAFFLE INSTALLATION — STEP 2
5'MIN.
24" CMP BARREL
\
4T
EXCAVATE CORE TRENCH AND
FILL WITH COMPACTED SELECT MATERIAL
TYPICAL BAFFLE
SEDIMENT PIT
PRECAST CONCRETE
URE WITH OPEN FRONT
ELED TO ACCEPT 2XIO
ABLE FLASHBOARDS
VELEVATIONS
UGH DAM
NVERT
PERSPECTIVE
VIEW
BAFFLE SHOULD BE 6"
! THAN THE TOP OF
OVERFLOW ELEVATION
NOTE: USE DIVERSION DITCHES OR BERMS AS NECESSARY TO INSURE ALL SEDIMENT
LADEN RUNOFF IS DIRECTED INTO BASIN.
PERMANENTi'LASHBOARD RISER BASIN
NO. REVISIONS DATE 0000ao0000t>oo
°RI" CAR SITE TECHNOLOGIES, INC.
* Land Planning & Landscape Architecture
Cis
P.O. Box 1612 Oxford, NC 27565
°
919-693-2927 EMAIL: [e-mail]
aT °paooaooaaoa000
a
ANCHOR NETTING II`
6" TRENCH AND STAI
AT 12" CENTERS ALC
ALL ED(
PREPARE SOIL /
ACCORDING TO
INCLUDING APPLICATION OF LIME,
FERTILIZER AND SEED BEFORE
PLACING LINER.
GRASS CHANN
ANCHOR NETTIN,
IN A 6" TRENCI
PREPARE SOIL
ACCORDING TC
INCLUDING APF
FERTILIZER ANI
PLACING LINER
ANCHOR WITH DOUBLE
LINER -
EN #SC250
;E WITH
STAPLES AT 20" CENTERS
ACROSS CHANNEL AND 2' CENTERS
DOWN LENGTH OF CHANNEL.
EL WITH PERMANENT LINER
ANCHOR WITH STAPLES
GRASS CHANNEL WITH
EMERGENCY OVERFLOW WEIR IN
UNDISTURBED GROUND
�
rILACE STAKE IN SIDE '`F BASIN
TO INDIC:IE WHEN CLEANOUT IS
�
REQUIRED
:R— TENAX NYLON
ZTH AMERICAN GREEN
S AT
�NNEL AND
ALONG EDGES
TEMPORARY LINER
9" FAIRCLOTH SKIMMER 15" PVC RISER --\ 51A.
WITH 1-1/2" ORIFICE TOP OF BERM 1
GRAVEL PAD FOR SKIMMER TO
- REST ON WHEN DRY
1.5' MAXIMUM SEDIMENT STORAGE—/
SECTION THRU BASIN CONCRETE ANTIFLOATATION
BLOCK - 5 C.F. CONCRETE
T
C
4'
FTwFgX
BAFFLE INSTALLATION — STEP 1
NOTE:.i .4
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES 1' APART TO ATTACH FABRIC
TO "HOG WIRE"
4, BAFFLE SPACED AS PER APPROVED PLAN,
BOTTOM OF BAFFLE 11`
TRENCH AND TRENCH
FILLED WITH SOIL AND
COMPACTED
BAFFLE INSTALLATION — STEP 2
PERSPECTIVE VIEW
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM OF
THE SPILLWAY
NOTE: USE DIVERSION DITCHES OR BERMS AS NECESSARY TO INSURE ALL SEDIMENT
LADEN RUNOFF IS DIRECTED INTO TEMPORARY SEDIMENT BASINS.
John Bryan -Yard Waste
Bryan Brothers, LLC
3092 Sam Usry Road, Oxford, NC 27565
[phone]
PERMANENT SKIMMER BASIN
DRAWN BY: T.A.S.
DESIGNED BY.T.A.S.
DATE: 9/28/07
SCALE: AS NOTED
12" PVC BARREL
q�
EXCAVATE CORE TRENCH AND
FILL WITH COMPACTED SELECT MATERIAL
'LE
6" THICK LAYER OF
2-3" COARSE AGGREGATE
CONSTRUCTION EXIT
TRENCH
UPSTREAM END OF
STORM DRAIN
OVERFLOW
113 PIPE
BURY BOTTOM OF 3/4" EXTERIOR PLYWOOD
PLYWOOD
PLYWOOD INLET PROTECTION FOR STORM
DRAIN UNDER CONSTRUCTION
PIPE UNDER CONSTRUCTION
LENGTH
FILTER FABRIC --�
RIPRAP ENERGY DISSAPATOR
Site Details
DEPTH (d)
SHEET: 2
OF. 2
JOB NUMBER: 0722

\ Bryon Jr.
and Polly I.
SWALE 'C'
USE TE AX NETTING OVER
SEED AND STRAW MULCH
IN CE TERLINE OF SWALE
-SEE DETAIL Ole
♦ Bryan LS Jr.
/ / �9� ♦ and Polly 1.
/ IMPORTED
PERMANENT SKIMMER BASIN NO. ?
BASIN SIZE: 30'Wx8010.:'Pi Dry {�'� FILL DIRT �
Q i
BOTTOM EL.: 343.0'
TOP OF DAM: 348.0' Fj� Dc �^ \ \ /'V
EM ENCY OVERFLOW WEIR: 347.0'
ISER: 15" PVC, TOP EL: 346.5 ' / / \ �\ \ J �s ♦,,
BAR EL: 40 L.F. OF 12" PVC @ 1.0% \ d'
NIMPORTED
SKIMMER ORIFICE SIZE: / ' '.. ........ ..... \ /
TOPS O IL
EXISTING CMP CULVERT
(VERIFY SIZE I AT LEAST 4" S S 2
N SWALE 'H' / _ AT A MINIMUM OF 0° EAFAFEJ 3. /o) E NORTH AMERICAN GREEN SC250
REPLACE IF NECESSARY ::::::::::::::::::::::• ... :::.
s
ROSION CONTROL BLANKET OVER
r
:
SEED IN CENTERLINE OF SWALE � :•"yp,0 r • WASTE
-SEE DETAIL - _
PERMANENT FLASHBOARD RISER BASIN TODS01
BASIN SIZE: 70'Wx140'Lx3.5'DALI
BOTTOM EL.: 325.0'
TOP OF DAM: 330.0' I.I. MIXING.
MERGENCY OVERFLOW WEIR: 329.0'� /EXISTING ACCESS GATE
R 'SQ.PRECASTCONC.WITH I - ---- -------- ----�
F BOARDS (SEE DETAIL) l SW LE'D' s ' r - - - 0P IL
BARREL: 160 L. . OF 24 CMP @ 1.0% RIP E ERGY DISSAPATOR l
USE TENAX NETTING OVER r r (,�,R�ENER
INV. IN: 325.0', V. OUT: 323.4 CL.'B' RIPRAP W to - y^ \
..: SEED AND STRAW MULCH I r
C6 Wx9'Lx18" THK. \ l,, rn _�- - - - - - - - - - l SWALE 'A'
• IN CENTERLINE OF SWALE _ - - - _
::•::: ..:::::.:::: - CULVERT NO. 1
I SEE DETAIL
..........:.............. \
::::: ..:.::.::::..:.....:•:. ` ` ;. - " 152 L.F. OF 15" RCP @ 1.3%
.......................................... _ TO B
..:•:::...........................:.:............. .... :IIII ,. ' 0' IINV. IN.354. NV.OUT: 352.0
RE OVED
:::.......................................................
M
................................
71
..................................................................................................................
I
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\ \
ts`
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- IS
.........................
.........................................:.: r.
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C� SO. L
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......:...
,
X
\
r
I
1
Y
1
................... ........ RUCTION EXIT
� l `., �' RAVEL CONSTRUCTION
1,/ILA
ii -SEE DETAIL
f . T\
�'••:"�" RI RAP ENERGY DISSAPATOR \
CL. 'B' RIPRAP \�. ram'+ /� \ AR• :�A !�,
6'Wx 12'Lx18" THK. !„ \ \ '.i T R ,G Y'�
N
G
7 ` SWALE 'E' r\
-
\<
SE TENAX (JETTING OVER "' `. : /
LO SEED AND STRAW MULE .
L IN CENTERLINE OF SWALE
SEE DETAIL
\\ \
o
\
\
M
\
PRAP ENERGY SSAPATOR
. 0
\
b
0
b C I RA
ERG 15 P
5 L.'B'RP P
RIPRAP EN X SA A OR T
x
\ 4. 1 � 5'Wx9'Lx 8" THK.
c9
L.'B' RIPRAP O
\ O
`\
4.5' 9'Lx18" THK.
i7 1
WALES'
\ O
USE TENAX NETTING N I O ER
SEED AND STRAW MUL H
j . \ IN CENTERLINE OF SW LE
IPRAP ENERGY DISSAPAT OR �C
-SEE DETAIL
CL.'D' RIPRAP �� RIPRAP ERGY DISSAPATOR
CL.'B' IPR T1iK. \ \ CL.'B' RIPRAP TU D., IVER'� -PERMANENT SKIMMER BASIN 1`10. 2
4.5'Wy%L.X18" THK. r �I'�' BASIN SIZE: 34'Wx68'Lx3.5'D
\. \ D �✓ BOTTOM EL.: 343.0'
\ TOP OF DAM: 34,
�0 �`, EMERGENCY OVERFLOW WEIR: 347.0'
RISER: 15" PVC , TOP EL: 346.5'
Bryan Brothers, LLC \ \ / BARREL: 30 L.F. OF 12" PVC @ 1.0%
DB 943 Pg 639' \ \ INV. IN: 343.0', INV. OUT: 342.7'
SKIMMER ORIFICE SIZE: 1.5"
SWALE 'F'
USE NORTH AMERICAN GREEN SC250
�C
EROSION CONTROL BLANKET OVER
I'' / SEED IN CENTERLINE OF SWALE
�.I /IC -SEE DETAIL
�\ ULVERT NO. 2
ROI \� j 24 L.F. OF 18" CMP @ 2.0%
INV. IN: 341.5', INV. OUT: 341.02'
0.C9 ', USE NORTH AM ERICA GREEN $C250
�C �G EROSION CONTROL BLANKET OVER
SEED IN CENTERLINE F SWALE Bryan LS Jr.
-SEE DETAIL and Polly I.
EXISTING CMP CULVERT
I
MW
,
,
,
50 0 _ 50 100 150
Scale 1" = 50'
DATE�CARoo rti DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. John Bryan - Yard Waste Recycling DESIGNED BY: T.A.S.
* * o Land Plannin & Landsca e Architecture
9 p Brtyyan Brothers, LLC
P.O.Box 1612 Oxford, NC 27565 3092 Sam Us�/ Road, f Oxford North Carolina 27565 DATE: 9/28/07
" J
�P 919-693-2927 EMAIL: tastall@earthlinknet [phone]
00�00� oaaa000uao pp0°�
SCALE: 1"-50'
-P/ n
rBra �R. /Qs3
Vicinity Map - not to scale
GENERAL NOTES:
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA 2006 STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT.
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG, OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR
IS RESPONSIBLE FOR CONTACTING NC -ONE -CALL OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY
EXCAVATION.
4. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE BORROW OR WASTE MAY BE
REQUIRED.
5. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUS': E-D BY THE LANDSCAPE ARCHITECT IF NECESSARY.
6. ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III.
7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, COUNTY, AND STATE
BUILDING CODES.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES, ABOVE
AND BELOW GROUND. THE CONTRACTOR ISALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM
DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE SITE REMAINS
AESTHETICALLY A B ACCEPTABLE.
9. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK
IN ACCORDANCE WITH OSHA.
10. THE CONTRACTOR SHALL GRADE, SEED AND SOD, OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT
STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE CONSTRUCTION SEQUENCE INSTRUCTIONS IF
APPLICABLE.
11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY LOCAL CODES.
12. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS,
NOTIFICATIONS, STANDARDS AND POLICIES.
13. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT LANDSCAPE ARCH'T.,
PLANNING DEPARTMENT STAFF, OR OWNER.
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS
NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION
COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY
APPROVALSIPERMITS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS,
EROSION CONTROL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWER EASEMENT
ENCROACHMENT AGREEMENTS, US CE/DWQ PERMITS, AND STORMWATER PERMITS. IF THE CONTRACTOR HAS
QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER OR THE
LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE APPROVALS
AND PERMITS INCLUDE BUT ARE NOT LIMITED TO THEFOLLOWING: APPROVAL O SUBDIVISION OR SPECIAL USE
N R F
PERMIT, SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN
APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM NCDOT. THE APPROVALS
MUST BE OBTAINED BEFORE THE DISTURBANCE I O THAT U TED TO T NCE BEGINS S AT WORK WILL NOT BE INTER P DUE LACK OF
OF APPROVED PLANS.
2. CONDUCT A PRE U ION CONFERENCE F.10 C CONSTR CT ONFER CEP R TO ANYDEMOLITION,TIMBERING,CLEARING O GRADING WIT R DING H
THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION
CON rROL, AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN.
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ENTRANCE OR AT THE
CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION CONTROL PLAN IN THE MAILBOX. THE
CONTRACTOR RESPONSIBLE FOR EROSION CONTROL MUST CHECK THE MAILBOX DAILY.
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION EXIT ON T�.HE EXISTING GRAVEL DRIVEWAY WHERE ALL CONSTRUCTION
WILL NEED TO PASS IN ORDER TO REACH THE HIGHWAY.
5. GRADE AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THESE PLANS. CONSTRUCT ALL
DIVERSIONS, CULVERTS, AND PERMANENT SEDIMENT BASINS MAKING SURE TO DIRECT ALL RUNOFF TO THESE DEVICES.
VEGETATE THE DEVICES IMMEDIATELY. SEED AND PROTECT NEW SWALES WITH TEMPORARY AND PERMANENT LININGS
AS SHOWN ON PLANS.
6. CONTACT EROSION CONT
ROL OFFICER FOR ONSITE I NSF r
CTlON OBTAIN APPROVAL. NO DISTURBED AREA SHALL BE
f�
LEFT WITHOUT PROTECTIVE
COVER FOR MORE THAN 15 CALENDAR DAYS. DISTURBED AREAS LEFT INACTIV
E
BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR
DAYS, WICHEVER IS SHORTER. PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON
EXPOSED SLOPES WHITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS, WICHEVER IS SHORTER.
7. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET.
8. SEED AND STABILIZE ALL DISTURBED AREAS.
9. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL OFFICER FOR AN
ONSITE INSPECTION. OBTAIN APPROVAL.
10. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES.
11. INSTALL LEVEL SPREADERS, FINE GRADE AND SEED THESE AREAS.
12. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE 'NSPECTION, OBTAIN FINAL APPROVAL.
SEEDBED PREPARATION
1. Chisel compacted areas and spread topsoil 4 inches deep over adverse soil conditions. if available.
2. rip the entire area to 6 inches deep.
3. Remove all loose rock, roots, and other obstructions leaving surface resonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and superphosphote uniformly and mix With soil (see beloW*O.
5. Continue tillage until a Well -pulverized, firm• resonobly uniform seedbed is prepared 4 to 6 inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly With seeding equipment or cultlpock after
seeding.
7. Mulch immediately after seeding and anchor mulch With asphalt emulsion tack or by crimping straw
mulch into surface of soil With o set of discs set straight.
8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possible.
If stand should be over 60% damaged, reestablish following original lime, fertilizer, and seeding rotes.
9. Consult conservation inspector on maintenance treatment and fertilization after permanent cover is established.
• Apply: Agricultural Limestone - 2 tons/ocre (3 tons/acre in cloy soils)
Fertilizer: - 1,000 lbs./ocre - 10-10-10
Vperphosphote - 500 lbs./acre - 20%
Mch - 2 tons/acre - small groin straw
Anchor - Asphalt Emulsion - 300 gol./ocre
SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
Aug 15 - Nov 1 Tall fescue 300 lbs./ocre
Nov 1 - Mar 1 Tall fescue 300 lbs./acre
do Abruzzi rye
Mar 1 - Apr 15 Toil fescue 300 lbs./acre
Apr 15 - Jun 30 Hulled Common Surmudogross 25 lbs./acre
Jul 1 - Aug 15 Tall fescue and 125 lbs. acre
•••Browntop Millet 35 Ibs.%ocre
***or Sorghum-Sudon Hybrids 30 lbs./acre
SLOPES (3:1 - 2:1)
Mar 1 - Jun 1 Sericeo Le pedezo (scarified) 50 lbs./ocre
(Mar 1 - Apr 15) Add toll fescue 120 lbs./acre
(Mar 1 - Jun 30) Or odd Weeping Lovegross 10 lbs./ocre
(Mar 1 - Jun 1) Or odd Hulled Common Burmudogross 25 lbs./acre
Jun 1 - Sep 1 '"Toll fescue and 120 Ibs/acre
***BroWntop Millet 35 lbs. acre
***or Sorghum -Sudan Hybrids 30 Ibs./ocre
Sep 1 - Mar 1 Seacea lespedezo (unhulled, unscorified) 120 Ibs./acre
dt Tall fescue 120 Ibs./acre
(Nov 1 - Mar 10 Add Abruzzi rye 26 Ibs./acre
Consult Conservation engineer or soil Conservation Service for additional information concerning other alternatives
for vegetation of denuded areas. The above vegetation rates or those Which do Well under local conditions; other
seeding rote combinations are possible.
*** Temporary - Reseed according to optimum season for desired permanent vegetotion. Do not allow temporary
cover to grow over 12 in hes in height before mowing, otherwise fescue may be shaded out.
Grading and Erosion Control Plan
SHEET: 1
OF: 2
JOB NUMBER: 0722

I
1 NO.
REVISIONS
DATE
4' SO. PRECAST CONCRETE
STRUCTURE WITH OPEN FRONT
CHANNELED TO ACCEPT 200
REMOVABLE FLASHBOARDS
TOP OF BERM
REMOVABLE FLASHBOARDS
TO REGULATE WATER LEVEL
DURING CLEANOUT OPERATIONS
PLACE STAKE IN SIDE OF BASIN
TO INDICATE WHEN CLEANOUT IS
REQUIRED
1.5' MAXIMUM SEDIMENT STORAGE
SECTION THRU BASIN
EARTH BERM
s•
BAFFLE INSTALLATION — STEP 1
NOTES"
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES 1' APART TO ATTACH FABRIC
TO "HOG WIRE"
4. BAFFLE SPACED AS PER APPROVED PLAN.
BOTTOM OF BAFFLE IN
TRENCH AND TRENCH
FILLED WITH SOIL AND
COMPACTED \
BAFFLE INSTALLATION — STEP 2
5'M►N.
24" CMP BARREL
q�
EXCAVATE CORE TRENCH AND
FILL WITH COMPACTED SELECT MATERIAL
TYPICAL BAFFLE
y `SEDIMENT PIT
4' SO. PRECAST CONCRETE
STRUCTURE WITH OPEN FRONT
CHANNELED TO ACCEPT 200
REMOVABLE FLASHBOARDS
CMP BARREL THROUGH DAM
SEE PLAN FOR INVERT
ELEVATIONS
PERSPECTIVE VIEW
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE TOP OF
RISER OVERFLOW ELEVATION
NOTE: USE DIVERSION DITCHES OR BERMS AS NECESSARY TO INSURE ALL SEDIMENT
LADEN RUNOFF IS DIRECTED INTO BASIN.
PERMANENT FLASHBOARD RISER BASIN
ANCHOR NETTING II`
5" TRENCH AND STAF
AT 12" CENTERS ALC
ALL ED(
PREPARE SOIL
ACCORDING TO
INCLUDING APPLICATION OF LIME,
FERTILIZER AND SEED BEFORE
PLACING LINER.
GRASS C HAN N
ANCHOR NETTINI
IN A 6" TRENCI
PREPARE SOIL
ACCORDING TO
INCLUDING APF
FERTILIZER ANI
PLACING LINER
ANCHOR WITH DOUBLE
LINER —
EN #SC250
E WITH
STAPLES AT 20" CENTERS
ACROSS CHANNEL AND 2.' CENTERS
DOWN LENGTH OF CHANNEL.
EL WITH PERMANENT LINER
ANCHOR WITH STAPLES
'.R— TENAX NYLON
;TH AMERICAN GREEN
S AT
�NNEL AND
ALONG EDGES
GRASS CHANNEL WITH TEMPORARY LINER
EMERGENCY OVERFLOW WEIR IN
UNDISTURBED GROUND
2" FAIRCLOTH SKIMMER 15" PVC RISER 5'MIN•
WITH 1-1/2" ORIFICE TOP OF BERM \
n 7GRAVEL PAD FOR SKIMMER TO
REST ON WHEN DRY
PLACE SAKE IN SIDE OF BASIN
TO INDICATE WHEN CLEANOUT IS
REQUIRED
T
C
1.5' MAXIMUM SEDIMENT STORAGE-J �l
SECTION THRU BASIN CONCRETE ANTI -FLOATATION
BLOCK - 5 C.F. CONCRETE
/ 4'
BAFFLE INSTALLATION — STEP 1
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
2, WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES I' APART TO ATTACH FABRIC
TO "HOG WIRE"
4. BAFFLE SPACED AS PER APPROVED PLAN.
BOTTOM OF BAFFLE IN
TRENCH AND TRENCH
FILLED WITH SOIL AND
COMPACTED
BAFFLE INSTALLATION — STEP 2
PERSPECTIVE VIEW
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM OF
THE SPILLWAY
NOTE: USE DIVERSION DITCHES OR BERMS AS NECESSARY TO INSURE ALL SEDIMENT
LADEN RUNOFF IS DIRECTED INTO TEMPORARY SEDIMENT BASINS.
PERMANENT SKIMMER BASIN
DRAWN BY: T.A.S.
12" PVC BARREL
EXCAVATE CORE TRENCH AND
FILL WITH COMPACTED SELECT MATERIAL
'LE
6" THICK LAYER OF
2-3" COARSE AGGREGATE
CONSTRUCTION EXIT
H UPSTREAM END OF
STORM DRAIN
�a I II I
— -I
BURY BOTTOM OF
PLYWOOD
3/4" EXTERIOR PLYWOOD
PLYWOOD INLET PROTECTION FOR STORM
DRAIN UNDER CONSTRUCTION
OVERFLOW
1 /3 PIPE
PIPE UNDER CONSTRUCTION
LENGTH
FILTER FABRIC —/
RIPRAP ENERGY DISSAPATOR
DEPTH (d)
SITE TECHNOLOGIES, INC.
p{= * Land Planning & Landscape Architecture
4/®7 4
0
P.O. Box 1612 Oxford, NC 27565
o�NY p000�°° 919-693-2927 EMAIL: [e-mail]
John Bryan -Yard Waste
Bryan Brothers, LLC
3092 Sam Usry Road, Oxford, NC 27565
[phone]
DESIGNED BY., T.A.S.
DATE. 9/28/07
SCALE: AS NOTED
Site Details
SHEET. • 2
OF: 2
JOB NUMBER: 0722

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