HomeMy WebLinkAbout20111115 Ver 1_401 Application_2011122220111�15
Summey Engoneering Associates, PLLC
S EA Engineering • Land Planning • Consultin
PLLC PO Box 968 — Asheboro NC 27204 RECEIVED
N C Dept of Ef��
(336) 328 0902 / Fax (336) 328 0922 / Mack@as bor&��n' 4 20�1
Ll l,
TRANSMITTAL
Date December 13, 2011
To NCDENR Division of Water Quality Re Jones Keystone
585 Waughtown Street Revolut�on Resources
Winston Salem, NC 27107 401 404 PCN Package
ATTN Ms Sue Homewood SEA Job No E 2144
We are sendmg you attached the following items
❑ Shop Drawings
❑ Prints
� Plans
# Copies I Drawina #
1 Ea
❑ Samples
❑ Specifications
❑ Disk
Descri
401/404 PCN Application Package
D ���� v �
D
�E� 2 2 2011
Winston 5alem
❑ Copy of Letter
❑ Other
�
Remarks Sue here is the package for this pro�ect�7 �copies have been sent to John Thomas with
USACE If you need anythmg else �ust let me know
Thanks�
Mack
By �' l�%(�l/ �-'
H Mack Summey PE
c File
Sumrney Engineereng Assoceates, PLLC
S EA Engineering • Land Planning • Consulting
PLLC PO Box 968 — Asheboro NC 27204
(336) 328 0902 / Fax (336) 328 0922 / Mack@asheboro com
TRANSMITTAL 2 0 1 1 1 1 1 5
Date December 15, 2011
To NCDENR — DWQ Re
585 Waughtown Street
Winston Salem, NC 27107
Attn Ms Sue Homewood
We are sending you attached the following items
❑ Shop Drawings ❑ Samples
❑ Prints ❑ Specifications
� Plans ❑ Disk
Jones Keystone
Revolution Resources
401/404 Perm�t Applications -
Additional
SEA Job No E 2144
❑ Copy of Letter
❑ Other
# Copies Drawing # Description Disposition
4 Ea Plans & Calculations Additional For Your Review
Remarks Sue I accidentally sent most of the plans to John If you need anythmg else �ust let me
know
Thanks� p ���a�
Mack � D
�EC � 2 2011
INE DENR WqTER Q�q�lp,
nANGSANn crno�.....__
L'3l
c File
��'�C./
H M Summey PE
RECEIVED
N C Depi of ENR
DEC 16 2011 �
Winston Salem '�
Re ionalOffice
20i11�15
O�OF WAT�ROG RECEIVED
N C Dept of ENR O�ce Use Only
� � DEC 14 2011 Corps action ID no
o < DWQ pro�ect no
Winston Salem Form Version 1 3 Dec 10 2008
Re ional Office
Pre-Construction Notificateon (PCN) Form�
A Applicant Informat�on `
1 Processing `
1 a Type(s) of approval sought from the
Corps � Section 404 Permit ❑ Section 10 P rmit
��ti�
1 b Specify Nationwide Permit (NWP) number 14 or General Permit (GP) number
1 c Has the NWP or GP number been venfied by the Corps� � Yes
1 d Type(s) of approval sought from the DWQ (check all that apply)
� 401 Water Quality Certification — Regular ❑ Non 404 Junsdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e Is this notification solely for the record For the record only for DWQ 401
because written approval is not reqwred� Certification
� Yes ❑ No
1f Is payment into a mitigation bank or m lieu fee program proposed for mitigation
of impacts� If so attach the acceptance letter from mitigation bank or in lieu
fee program
'"`.,�„�..�
❑ No
For the record only for Corps Permit
❑ Yes ❑ No
❑ Yes � No
1 g Is the pro�ect located m any of NC s twenty coastal counties If yes answer 1 h ❑ Yes
below
1 h Is the pro�ect located within a NC DCM Area of Environmental Concern (AEC)� I❑ Yes
2 Pro�ect Informat�on
2a Name of pro�ect Champion Hills Jones Keystone
2b County Randolph
2c Nearest municipality / town Trirnty
2d Subdivision name Harold Lee Briles
2e NCDOT only T I P or state
pro�ect no
3 Owner Information
3a Name(s) on Recorded Deed Linda B Hunt �
3b Deed Book and Page No 2111/1218
3c Respon�sible Party (for LLC if �r Aaron Keay
3d Street address 4962 Rex Rd
3e City state zip Winston Salem NC 27107
3f Telephone no 336 785 1286
3g Fax no N/A
3h Emad address N/A
L'L�i
►� .
►� .
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version
4 Applicant Information (if different from owner)
4a Applicant is � Agent ❑ Other specify
4b Name Mr Peter H Evans
4c Business name Revolution Resources Corp
(if applicable)
4d Street address 1500 409 Granvdle Street
4e City state zip Vancouver BC Canada V6C 1T6
4f Telephone no 336 959 8302
4g Fax no
4h Email address pevans123@triad rr com
5 Agent/Consultant Information (if applicable)
5a Name H Mack Summey Jr PE
5b Business name Summey Engineering Associates PLLC
(if applicable)
5c Street address 1342 E Salisbury Street
5d City state zip Asheboro NC 27204
5e Telephone no 336 328 0902
5f Fax no 336 328 0922
5g Email address mack@asheboro com
Page 2 of 11
PCN Form — Version 1 3 December 10 2008 Version
B Pro�ect Information and Prior Pro�ect History
1 Property Identification
1a Property identification no (tax PIN or parcel ID) 6792754441
1 b Site coordinates (m decimal degrees) Latitude 35 723886 Longitude 0 043387
(DD DDDDDD) ( DD DDDDDD)
1 c Property size 163 88 acres
2 Surface Waters
2a Name of nearest body of water (stream nver etc ) to UT to Uwharrie River
proposed pro�ect
2b Water Quality Classification of nearest receivmg water WS 111
2c River basin Yadkin
3 Pro�ect Description
3a Descnbe the existing conditions on the site and the general land use in the viarnty of the pro�ect at the time of this
application
Existing site is wooded with old saw mdl roads through the property Area consists of sparsely located smgle famdy
residential Disturbance consisted of stream crossing
3b List the total estimated acreage of all existing wetlands on the property
Less than 1/2 acre
3c List the total estimated Imear feet of all existing streams (intermittent and perenrnal) on the property
3d Explain the purpose of the proposed pro�ect
Reuse old logging roads and/or construct short narrow drive and install a 50 x60 pad for exploratory drdling operation
3e Describe the overall pro�ect in detail including the type of equipment to be used
Drdi ng hauled mto site on tractor trader & pulled off trader with DC 9 catepillar Road construction also uses dump truck
bob cat/loader and tractor to install erosion control measures
4 Jurisdict�onal Determinations
4a Have �urisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � Yes ❑ No ❑ Unknown
pro�ect (including all prior phases) in the past�
Comments
4b If the Corps made the �urisdictional determination what type � preliminary � Final
of determination was made?
4c If yes who delineated the �unsdictional areas� Agency/Consultant Company
Name (if known) Sue Homewood/John Thomas Other
4d if yes list the dates of the Corps �unsdictional determinations or State determinations and attach documentation
November 2 2011 no documents received
5 Pro�ect History
5a Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this pro�ect (mcluding all prior phases) in the past�
5b If yes explain in detail accordmg to help file mstructions
Page 3 of 11
PCN Form — Version 1 3 December 10 2008 Version
6 Future Pro�ect Plans
6a Is this a phased pro�ect�
� Yes ❑ No
6b If yes explain
This could possibly be a phased pro�ect m that if gold is found the company may need to do further exploration If this
ocurs further permitting wdl be requested and appealed for
Page 4 of 11
PCN Form — Version 1 3 December 10 2008 Version
C Proposed Impacts Inventory
1 Impacts Summary
1 a Which sections were completed below for your pro�ect (check all that apply)
❑ Wetlands � Streams tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a 2b 2c 2d 2e 2f
Wetland impact Type of �urisdiction
number — Type of impact Type of wetland Forested (Corps 404 10 Area of impact
Permanent (P) or (if known) DWQ — non 404 other) (acres)
Tem ora T
W1 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W2 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g Total wetland impacts
2h Comments
3 Stream Impacts
If there are perenrnal or intermittent stream impacts (mcluding temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a 3b 3c 3d 3e 3f 39
Stream impact Type of impact Stream name Perenrnal Type of �unsdiction Average Impact
number (PER) or (Corps 404 10 stream length
Permanent (P) or intermittent DWQ — non 404 width (linear
Temporary (T) (INT)� other) (feet) feet)
S1 � P❑ T Permanent UT to Uwharrie � PER � Corps 15 30
Crossing River ❑ INT � DWQ
S2 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h Total stream and tr�butary �mpacts
3i Comments Crossing to be made permanent stone to be leveled out to prevent water ponding This crossmg was an old
logging road that was �ust re used Stone was put on stream bed
Page 5 of 11
PCN Form — Version 1 3 December 10 2008 Version
4 Open Water Impacts
If there are proposed impacts to lakes ponds estuanes tributanes sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a 4b 4c 4d 4e
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑POT
4f Total open water �mpacts
4g Comments
5 Pond or Lake Construction
If ond or lake construction ro osed then com lete the chart below
5a 5b 5c 5d 5e
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f Total
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
5i Expected pond surface area (acres)
5� Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If pro�ect will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If an im acts re uire miti ation then ou MUST fdl out Section D of this form
6a
❑ Neuse ❑ Tar Pamlico ❑ Other
Pro�ect is in which protected basin� ❑ Catawba ❑ Randleman
6b 6c 6d 6e 6f 6g
Buffer impact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora T im act re uired?
61 ❑POT ❑Yes
❑ No
62 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h Total buffer �mpacts
6i Comments
Page 6 of 11
PCN Form — Version 1 3 December 10 2008 Version
D Impact Justification and Mitigation
1 Avoidance and Mmimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts m desigrnng pro�ect
Pro�ect used existing road beds for stream crossing no new crossmgs were made
1 b Speafically descnbe measures taken to avoid or mmimize the proposed impacts through construction techniques
No digging in the stream was done rip rap placed carefully on existing stone in stream bottom
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the pro�ect require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U S or Waters of the State�
2b [f yes m�t�gation is requ�red by (check all that apply) ❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes which mitigation option wdl be used for this � Payment to m lieu fee program
pro�ect�
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter) Type Quantity
3c Comments
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached ❑ Yes
4b Stream mitigation requested linear feet
4c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only) square feet
4e Riparian wetland mitigation requested acres
4f Non riparian wetland mitigation requested acres
4g Coastal (tidal) wetfand mitigation requested acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a descnption of the proposed mitigation plan
Page 7 of 11
PCN Form — Version 1 3 December 10 2008 Version
6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Wdl the pro�ect result in an impact withm a protected nparian buffer that requires ❑ Yes ❑ No
buffer mitigation�
6b If yes then identify the square feet of impact to each zone of the npanan buffer that requires mitigation Calculate the
amount of mitigation required
6c 6d 6e
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1 5
6f Total buffer mitigation required
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible nparian buffer restoration payment into an approved in lieu fee fund)
6h Comments
Page8of11
PCN Form — Version 1 3 December 10 2008 Version
E Stormwater Management and Diffuse Flow Plan (required by DWQ)
1 Diffuse Flow Plan
1 a Does the pro�ect mclude or is it ad�acent to protected nparian buffers identified � Yes � No
withm one of the NC Riparian Buffer Protection Rules�
1 b If yes then is a diffuse flow plan included� If no explain why
❑ Yes ❑ No
Comments
2 Stormwater Mana ement Plan
2a What is the overall percent imperviousness of this pro�ect� 1 313 %
2b Does this pro�ect require a Stormwater Management Plan� ❑ Yes � No
2c If this pro�ect DOES NOT require a Stormwater Management Plan explam why Pro�ect is not creating permanent
impervious area
2d if this pro�ect DOES require a Stormwater Management Plan then provide a brief narratwe description of the plan
� Certified Local Government
2e Who wdl be responsible for the review of the Stormwater Management Plan� ❑ DWQ Stormwater Program
❑ DWQ 401 Urnt
3 Certified Local Government Stormwater Review
3a In which local government s �urisdiction is this pro�ect� Randolph County
❑ Phase II
3b Which of the following locally implemented stormwater management programs ❑ NSW
apply (check all that apply) ❑ USMP
� Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No
attached�
4 DWQ Stormwater Pro ram Review
❑ Coastaf counties
❑ HQW
4a Which of the followmg state implemented stormwater management programs apply � ORW
(check all that apply) � Session Law 2006 246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
attached� � Yes ❑ No
5 DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements� � Yes ❑ No
5b Have all of the 401 Urnt submittal requirements been met� � Yes ❑ No
Page9of11
PCN Form — Version 1 3 December 10 2008 Version
F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1 a Does the pro�ect involve an expenditure of public (federal/state/local) funds or the � Yes � No
use of public (federal/state) land�
1 b If you answered yes to the above does the pro�ect require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)�
1c If you answered yes to the above has the document review been finalized by the
State Clearing House� (If so attach a copy of the NEPA or SEPA final approval
letter ) ❑ Yes ❑ No
Comments
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑ Yes � No
or Ripanan Buffer Rules (15A NCAC 26 0200)�
2b Is this an after the fact permit application� � Yes ❑ No
2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) Permittee did not
know that a permit of this type was needed since it was only a temporary disturbance at the time Decision has been made to
request crossing to be permanent
3 Cumulative Impacts (DWQ Requirement)
3a Wdl this pro�ect (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development which could impact nearby downstream water quality�
3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative descnption
Pro�ect disturbance is temporary only crossing wdl remain however no new permanent Impervious surface wdl be
created
4 Sewage Disposal (DWQ Requirementj
4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed pro�ect or available capacity of the sub�ect facility
None Generated
Page 10 of 11
PCN Form — Version 1 3 December 10 2008 Version
5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Wdl this pro�ect occur in or near an area with federally protected species or � Yes � No
habitat�
5b Have you checked with the USFWS concerrnng Endangered Species Act � Yes � No
impacts�
❑ Raleigh
5c If yes indicate the USFWS Field O�ce you have contacted
❑ Ashevdle
5d What data sources did you use to determme whether your site would impact Endangered Species or Designated Critical
Habitat� ih e U S� VJ � l�p�is o'� e. $¢-a.�'t-h 'EY•gi �e
6 Essential Fish Habitat (Corps Requirement)
6a Wdl this pro�ect occur m or near an area designated as essential fish habitat� ❑ Yes � No
6b What data sources did you use to determme whether your site would impact Essential Fish Habitat�
i.10{t� i-{.abo�0.� C�hsz�-��,�,on Websi�e
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Wdl this pro�ect occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation � Yes `� No
status (e g National Histonc Trust des�gnation or properties sigrnficant in
North Carolma history and archaeology)�
7b What data sources did you use to determine whether your site would impact historic or archeological resources�
NC L�s��+�gs �„ #1.� 11a��a,o,,1 R os�(' o� Nls�+n'� �la.ce� as o� 11�21 11
8 Flood Zone Designation (Corps Requirement)
8a Wtll this pro�ect occur m a FEMA designated 100 year floodplam� ❑ Yes j� No
8b If yes explam how pro�ect meets FEMA requirements
8c What source(s) did you use to make the floodplain determination� �a�.do I Ph �u►n� � �$
�e.�� � �V�S � Il� 21 ( �l
Applicant/Agents Printed Name pplicant/ gen s Signature Date
(Agent s signature is valid only if an authonzation letter from the applicant
is rovided
Page 10 of 10
PCN Form — Version 1 3 December 10 2008 Version
Randolph County NC Parcel Information
Randolph County, NC - Parcel Summary Information
Page 1 of 1
The data collection used to roduce this media was last u dated on 12/03/2011 5 00 07 AM
Tax Information
Parcel ID Nbr 6792754441 City Dist(s) (%) N/A
Owner Name HUNT LINDA B Fire Dist(s) (%) TABERNACLE (100%)
Owner Address 4962 REX RD School Dist(s) (%) N/A
Owner CitylSt/Zip WINSTON SALEM NC 27107 Land Value $343 020
Property HAROLD LEE BRILES TR2 TR3 Budding Value $0
Description DEEDED ACC Farm Deferred Value $0
Deed BooklPage 002111/01218 Totai Reai Value $343 020
Plat Book/Page P683 PG65 Tax Bill Information Click for TAXES
Revenue Value 0 Tax Assessment
Date Purchased 01/09/2009 Informat�on Click for ASSESSMENT
Tax Parcel Size 163 88 ACRES
o All Assessed Values shown (Land Bwlding Farm Deferred and/or Exempt) are as of January 1st of the
CURRENT YEAR
o* Because every TAXPAYER or every PARCEL may not qualify please be advised
o The Assessed Value shown does NOT reflect any Farm Deferred Value or Other Exemption Value and
is only a summation of Land and Bwlding Values
o The Calculated Tax shown is based on the tax rates for Randolph County and any City Fire and/or
School Districts shown Only the Land and Bwiding Values are used for calculating the Calculated Tax�
Top of Paqe Close Parcel Information Window
Location Information
Structure UNKNOWN Zornng Dist(s) ��RANDOLPH COUNTY)
Address (Junsdiction)
City/St/Zip TRINITY NC 27370 Growth
(Postal Dist) Management SECONDARY GROWTH AREA
Flood Zone Area
(Map Nbr) NONE (3710678200K) School TASERNACLE ELEMENTARY
Watershed UWHARRIE RIVER (LAKE REESE) Attendance UWHARRIE MIDDLE
Area SOUTHWESTERN RANDOLPH HIGH
Watershed WATERSHED Voter Precinct 36 TABERNACLE
7ype
Township 18 TABERNACLE Subdrvision N/A
Census Tract 305 04
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Date/T�me Stamp All information on this media is prepared for the inventory of real property found within Randolph County All data including maps
is compded from recorded deeds plats and other public records and data Users of this data are hereby notified that the
aforementioned public primary information sources should be consulted for verification of the information All information contained
12/3/2011 5 58 53 PM herein was created for the County s internal use Randolph County its agents and employees make no warranty as to the
EST �Rectness or accuracy of the information set forth on this media whether express or implied m fact or in law including without
Version 51 (October 2011) IimitaUon the implied warranties of inerchantability and fitness for a paRicular use Any resale of this data is strictly prohibited in
Server 02 accordance with North Carolina General Statute 132 10 Grid is based on North Carolina State Plane NAD83
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http //www co randolph nc us/scripts/esrimap d1l�name=Randolph&Cmd=CreateDataWin 12/3/2011
Randolph County, NC - Geographic Inquiry System Page 1 of 1
Date/Time Stamp All information on this media is prepared for the inventory of real property found within Randolph County. All data, inGuding maps, is compiled from recorded
deeds, plats, and other public records and tlata. Usere of this data are hereby notifed that the aforementioned public primary information sources should be
consulted for verification of the infortnation. All infortnation conlained herein was created for the County's intemal use. Randolph County, its agents and
12/3/201 � 5:58:50 PM Esl� employees make no warranty as to the conectness or accuracy of the infortnation set forth on this metlia whether express or implied, in fact or in law, inGuding
without limitation the implied warranties of inerchantability and fitness for a particular use. Any resale of this data is strictly prohibited in accordance with North
Carolina Generel Statute 132-10. Grid is based on North Carolina State Plane NAD83.
Version 5. t(October 201 t)
Server: 02
http: //www. co.randolph. nc. us/scripts/esrimap. dll?name=Randolph&Di splayDataHyperlink... 12/3/2011
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100' MIN. OR 4X GRCUMfERENCE OF
IARGEST 17RE (WNICHEVER IS GREATER)
�4» M,H' EXISIING
MIN. pAVEMENT
������
EXISTING
GROUND
FILTER CLOTH—�
SIDE ELEVATION
100' MIN. OR 4X CIRCUMFERENCE OF
LARGEST TIRE (WHICHEVER IS GREATER)
25' MIN. SILT FENCE,
OR CONSTRUCTtON fENCE � /
RENRNS EACH SiDE
1�. OR
25' RADIUS
EXISTING
PAVEMENT
2"-3" CLEAN STONE � ���� 10` MIN. OR
25' RADtUS
PLAN VIEW �� _�
CONSTRUCTION SPECIFICATiONS
1. STONE - USE COARSE AGGREGATE (2-3 INCH STONE)
2. LENGTW - AS EFFECTIVE, BUT NOT LESS THAN 100 FEET
3. THICKNESS - NOT �ESS THAN EIGHT(8) INCHES
4. WIDTH - NOT LESS THAN FULL WIDTH QF ALL POINTS OF INGRESS OR EGRESS
5. WASMING - WHEN NECESSARY, WHEE�S SHA�L BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASNING IS REQU(RED,
fT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
fNTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE
PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE. 7HROUGH
USE OF SAND BAGS, GRAVE�, BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE - THE ENTRANCE SHA�L BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUB�IC RIGHT-OF-WAY. THIS
MAY REQUIRE PERiODIC TOP ORESSING W(TH A001710NAL STONE AS CONOlTIONS DEMAND
AND REPAIR AND/OR C�EANOU? OF ANY MEASURES USED TO TRAP SEDIMENT. ALI.
SEDIMENT SPI�LED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY
MUST BE REMOVED IMMEDIATELY.
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/
/ ". W � STONE APPROACH SECTION
5:1 MAX. SLOPE ON BANK'
TYP I CAL
ISOMETRIC VIEW
SURFACE FLOW DIVERSION
ORIGINAL DRAINAGE WAY BANK
���
o W. L. o �
o�
o�
00 0��� �'°° �� �o�o�o 0 0 0�0�0���°`°"°`������o 0o TEMPORARY
DRAENAGE WAY ACCESS
12" MIN. RIP—RAP
(d50 = 8") 6" FILTER STONE
(F.S. 1)
TYP i CAL S ECTI 0(�
.�. � � . . � �• �, � � �•
•
12 GAUGE 4"x4" OR 2"x2" WE�DED WIRE
NOOKED ONTO PREFORMED CHANNELS
ON METAL POSTS
ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC
OR EQUIVILENT SECURED TO WIRE WITH
METAL CLIPS OR WIRE AT 8" ON CENTER.
MAX SEDIMENT STORAGE LEVEL IS 1/2 HElGHT.
REMOVE SEDIMENT WHEN THIS �EVEL HAS BEEN
REACHED OR AS DIRECTEO 6Y THE
CONSERVATION ENGINEER
i�
NATURAL GRADE
CARRY 6 TO 12 INCHES OF FABRIC
INTO TRENCH. COVER WITH SOIL, TAMP
°O AND BACKFILL
CARRY 6 INCHES OF WIRE INTO TRENCH
�
METAL POSTS AT 8' O.C. MAX
POSTS MUST BE 2' DEEP MIN.
NOTE:
SILT FENCES SHOULD NOT BE USEO AT PIPE OUTLETS OR
IN AREAS OF CONCENTRATED F�OW
(CREEKS> DITCHES, SWALES, ETC.)
TEM�ORARY SILT FENGE
N.T.S.
EARTHEN RIDGE
-�-6'-0" W/ 2:1 SIQE SLQPES
• �t�.,:,; �
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�8" .�„K, .;,.; }.,.;�_ti�:�,
.. : ' -' �A'i.:��S7`r, 7'r'•'.; :r'>. ;;':
. �i�a}t;� .�`:I�as'1i^li"' �-.i':i_..! SLOPE
';�,�,`,t,�i���t•y�^���.��ti �.;
+:ar 59�� �— � �ee.�ew
CQNSTRUCTION SPECIFICATIONS
1. lNSTAL� THE DIVERSION AS SOON AS THE RIGHT OF WAY HAS BEEN
CLEARED AND GRADED.
2. DISK TNE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL.
3. TRACK THE ftiDGE T0 COMPACT IT TO THE DESIGN CROSS SECTION.
4. LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD
SPACING OF THE DIVERSION TO USE THE MOST STABLE OUTLET
AREAS. WHEN NATURA� AREAS ARE NOT DEEMED SATISFACTORY,
PROVIDE OUTLET PROTECTION.
5. IMMEDiATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS
NOT SUBJECT TO CONSTRUCTION TRAFFIC. STABiLIZE WITH GRAVEL
AREAS TO BE CROSSED BY VEHIC�ES.
MAINTENANCE
P E R I O D I C A L LY IN SP E CT RI G H T O F W A Y D I V E R S l O N S F O R W E A R A N D A F T E R
EVERY NEAVY RAINFALL FOR ER4SION DAMAGE. IMMEDIATELY REMOVE
S E D I M E N T F R O M T H E F L. O W A R E A A N D R E P A I R D I K E. C H E C K O U T L E T A R E A S
AND MAKE TIMELY REPA{RS AS NEEDED. WHEN PERMANENT ROAD
DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT
OF WAY DIVERSIONS IS PERMANENT�Y STABILIZED, REMOVE THE DIKE AND
FIL� THE CHANNEL TO BLEND WITH TNE NATURAI. GROUND, AND
APPROPRIATELY STABILIZE THE DISTURBED AREA.
TYPICAL WATER BAR
N TS
BEFORE YOU DIG !
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
IT'S THE LAW !
PERMANENT SEEDING
DEFINIT/ON
Seeding distu�bed areas with pe�ennial g�asses and (o�) legumes to provide a
permanent vegetative cover to lessen rurroff and soi/ erosion.
PURPOSE
To /essen soil erosion and permanently sfabilize disturbed areos c�eated by
grading of construction sites.
COND/TIONS WHERE PRACTlCE APPL/ES
A// ba�e soi/ areas on construction : sites which dre not covered by structures
o� other erosion contro/ devices.
PREPARAT/ON
Prepare seedbed by ripping, chrseling, ha��owing or p/owing to depth of six
inches so os to produce a/oose, fiiob/e surface. Remove, al/ stones,
boulders, stumps or deb�is from the surface which would prohibit ge�mination
o� p/ant growth. Spread topsoil in a Jayer 3" - 6" depth.
fnco�po�ote into the soil 80Q to 1, 000 pounds ` of 10-10-10 ferti/izer plus 50Q
pounds of 'twenty percent (209� superphosphate pe� acre and two tons of
do%mitic lime pe� ac�e unless soi/ tests indicate that a lowe� `�ate of lime
can be used.
Mulch after seeding with 1.5 tons of grarn straw per acre and: either crimp
straw into soi! or tack with liquid aspha/t at 400 ga//ons per acre o�
emu/sified aspha/t at 300 gal/ons pe� acre.
PL4NTS & M/XTURE PLANT/NG RATE/ACRE PLANTING DATES
Tall Fescue 100-150 /be. Aug. 15 - Oct. 15
(Low Maintenance) Feb. 15 - May 1
ia/l fescue 200-250 /bs: Aug. 15 - Oct. 15
Wate�ways and Feb. 15 - May 9
Lotvns (High Marnt.)
B/end of two tur•f- 200-250 /bs. Aug. 15 - Oct. 15
type tal/ Fescues Feb. 15 - Moy 1
(909') and two o�
more improved
Kentucky b/ueg�ass
varieties (109)
(high maintenance)
Tall Fescue 100 lbs. : Feb. 75 - May 1
and and Aug. 15 - Oct. 15
Kobe or Korean 20-25 /bs.
Gespedezo
Tal/ Fescue 50 /bs./acre Nov. 1- Feb. 1
(Unscarified)
Ta// Fescue and 60 /bs. July and August
German Mil/et o� and
Sudangrass 2 30 /bs.
ToII Fescue 70 /bs. No v. 1-✓on. 30
and ond
Ryegroin 2 25 /bs.
Comrrron ,8ermudagrass 8/bs. (hul/ed) Apri/ 15 - June 30
15-20 /bs. (unhulled) Feb. 1- March 30
1 For sprrng seedings, use Sca�ified Lespedezv seed. For lote fal! and
winter seedings, use unscarified seed.
2 Annuols such as Mi!let, Sudongrass and Ryeg�a/n must be kept ot 10-12"
maximum hefght.
TEMPORARY S�EDIf�G SPECIFrCATlO�IS
COAST�L PLAIN REGION
Appiication Rates (Ib/ac)
Recommended Species 10-10-10 A griculural S t r a w
See ding Da tes See d Fertilizer Limestone
120
DEC. 1- APR 15 KOBE 50 �50 2,000 4,000
APR 15 - AUG 15 GERMAN MILLET 40 750 2,000 4,Q00
AUG 15 - QEC 3.0 RYEGRAIN 120 1,000 2,000 4,000
GENERAL EROSfON CONTROL NOTES
THE CONTRACTOR SHALL TAKE All REASONABLE PRECAU110NS TO AVOIQ THE SI111N6 OF
STREAMS, LAKES OR OTHER WATER COURSES DUE TO THE COtdSTRUCitON OF 1HIS PROJECT.
EFFEGIIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO TNE COMMENCEMENT
OF CLEARING, GRA�ING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB TNE NATURAI.
PROTECTION. THE EROSION CONTROL DETAIIS SHOWN HEREIN ARE FOR THE CONTRACTOR'S
REFERENCE. TNE DE7ERMINATION OF WHICH DETAIL IS APPUCABLE AS THE WORK PROGRESSES
SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION.
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICAl10tdS FOR A OESCRIP110N OF ADDITIONAL
EROSION CQNTROL REQUIREMENTS.
THE COIViRACTOR SHALL MAINTAIN ALL EROS[ON CONTROL OEVICES IN A GOOD, WORK(NG STATE OF
REPAIR UiVTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES
� SHALL BE REMOVED ANO OISPOSED OF SO AS TO CAUSE NO STREAM SIITATION.
WHERE CULVERT PIPES ARE TO BE INSTALLEQ UNDER ROADWAYS, THE CONTRACTOR SHALL INSTALL THE
CULVERTS AS RAPIDLY AS IS PRAC�iCAL, BAGK FllL IMMEDIATEIY AND RIP RAP THE UPSTREAM AND
QOWNSTREAM SIDES OF THE STREAM CHANNEL.
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