20160941 Ver 1_401 Application_20160916

Curr
ENGINEERING
TRANSMITTAL FORM
TO: Ms. Karen Higgins
NCDENR - Division of Water Resources
512 N. Salisbury St.
Raleigh, NC 27604
919-807-6464
SUBJECT: Richmond Road Subdivision DATE: September 29, 2016
Orange County, NC SENT BY: Don Curry
CURRY PROJECT NO: 2016-025
We are sending you the following items:
TEM
-ument PCN Application
'tans Richmond Road Plans - Full Size
'tans Richmond Road Plans - 11x17
;heck Review Fee Check $240
I
These are transmitted as checked below:
2 p 1 60 94 1
DESCRIPTION
For Information
Approved as Noted - Revise and Resubmit
As Requested
_ Not Approved - Revise and Resubmit
For Review and Comments
For Record and File
For Revision
Submittal
x For Approval
For Recording
Approved
For Signature, then return to:
REMARKS:
Enclosed is a PCN application, fee, and plans outlining the work to be done for a small project in
Orange County. Please let us know if you have any questions or concerns.
T 19191 552 0849 205 b I uquay Avenue
F 19191 5522043 Fuquay Varina, NC 2
E
�J��Y N G14\
F�
EST � Un
Z 10
\ti CARO%

O�0F VYA�-
t ILJ_�J\.7
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes X❑ No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Richmond Road Tract
2b.
County:
Orange
2c.
Nearest municipality / town:
Cheeks Township
2d.
Subdivision name:
Richmond Road Subdivision
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
NC Land Investments, LLC
3b.
Deed Book and Page No.
6069/670
3c.
Responsible Party (for LLC if
applicable):
Mr. Keith Brouillard
IM i
3d.
Street address:
105 High Slope Dr.
ti F P 3 0 2016
3e.
City, state, zip:
Cary, NC 27518
3f.
3g.
Telephone no.:
Fax no.:
DEQ -WATER RE OURCES
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

W
4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent Q Other, specify: Developer of Subdivision
4b. Name:
Mr. Keith Brouillard
4c. Business name
(if applicable):
Carolina Forestry
4d. Street address:
314 W. Millbrook Rd., Suite 121
4e. City, state, zip:
Raleigh, NC 27609
4f. Telephone no.:
919-510-4663
4g. Fax no.:
866-557-3064
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Don Curry
5b. Business name
(if applicable):
The Curry Engineering Group, PLLC
5c. Street address:
205 S. Fuquay Ave.
5d. City, state, zip:
Fuquay-Varina, NC 27526
5e. Telephone no.:
919-552-0849
5f. Fax no.:
919-552-2043
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
9845346277
1b. Site coordinates (in decimal degrees):
Latitude: 36.096539 Longitude: 79.191381
1 c. Property size:
81.81 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
McGowan Creek
2b. Water Quality Classification of nearest receiving water:
Creek
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Residential Use: The culvert under the existing roadway is being upgraded to serve a rural subdivision (10ac+ lots). This application is associated with
creek impacts to this new culvert.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
New culvert to replace existing, smaller culvert to provide access to subdivision lots.
3e. Describe the overall project in detail, including the type of equipment to be used:
The existing culvert will be removed and replaced with a larger culvert and the existing gravel road will be replaced and resurfaced. Proposed equipmer
0
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
❑ Yes ❑ No ® Unknown
Comments: The County has performed a determination.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): orange County
Agency/Consultant Company: orange County
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
August 16, 2016
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑X 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.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT to McGowan Creek
INT
Corps
5.5
76
S2 T
Excavation
UT to McGowan Creek
INT
Corps
5.5
10
S3
Choose one
S4
Choose one
S5 -
Choose one
S6
Choose one
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indiv" ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
—Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require miti ation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Stream
UT to McGowan Cr.
No
5,071
2,172
B2 T
Stream
UT to McGowan Cr.
No
757
452
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
5,828
2,624
6i. Comments: Temporary impact is for installation only.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Minimal cut/fill along roadway to minimize impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractor will access site via existing gravel roadway and work outward from the roadway.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
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:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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 riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑X Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
3.82%
2b. Does this project require a Stormwater Management Plan?
❑x Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The stormwater plan incorporates Low Impact Development (LID) techniques.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Orange County
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Orange
❑ Phase II
❑X NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
E] Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached.
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. 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
❑ Yes ❑ No
letter.)
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 ❑X No
or Riparian Buffer Rules (15A NCAC 2B .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):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ❑X 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 description.
4.Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge)
of wastewater generated from
the proposed project, or available capacity of the subject facility.
On-site septic
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Previous crossing did not impact endangered species or critical habitat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Previous crossing did not impact fish habitat.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
E] Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Previous crossing did not impact cultural resources.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA Map 3710984500J
Keith Brouillard
�—
9/27/2016
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

RICHMOND ROAD TRACT
SITE INFORMATION:
SITE PLAN AND GRAD/NG PLAN
LOCATION:
700 RICHMOND ROAD
D-01
M:BANE. NC 27302
COUNTY:
ORANGE COUNTY
PARENT PIN'.
9615341462
DBrPO
6069070
ZONING
RI
ACREAGE
1216 AC
ROADWAY IMPERVIOUS.
12.300 SF(0239N .� `
PER LOT IMPERVIOUS (10 LOTS):
19.000 SF (3.5994 ''...1
PER LOT PERVIOUS-
427 734 SF (80.71N
TOWNSHIP OF CHEEKS
ORANGE COUNTY, NORTH CAROLINA
DRAWING INDEX
C-00 COVER SHEET
C-01 EX/STING CONDITIONS PLAN
C-02
SITE PLAN AND GRAD/NG PLAN
C-03
EROSION CONTROL PLAN
D-01
SITE DETAILS
D-02
EROSION CONTROL DETAILS 1
D-03
EROSION CONTROL DETAILS 2
GOVERNING AGENCIES
ORANGE COUNTY
PLANNING & INSPECTIONS DEPARTMENT
131 W. MARGARET UNE. SUITE 201
RD BOX 8181
HILLSBOROUGH. NC 27278
9192/52575
TRA/19PORATIIN
NORTH CAROUNA DEPARTMENT OF TRANSPORTATION
HIGHWAY DIVISION 7, DISTRICT 1
127 EAST CRESCENT SQUARE DR.
PO Box 766
GRAHAM, NC 27253
336-5708633
CONTACT: C N. (CHUCK) EDWARDS. RE
UTILITY AGENCIES
ORANGE COUNTY
PUNNING & INSPECTIONS DEPARTMENT
131 W. MARGARET UNE, SUITE 201
PO BOX 8181
HILLSBOROUGH, NO 27278
9192/52587
CONTACT: WESLEY POOLE
Civil Enoineer.•
The Curry Engineering Group, PLLC
NC License M P-0799
PO Box 2018
205 S. Fuquey Ave
Fuquay-Varina, NC 27526
919.552.0849 (o)
Contact: Don Curry, PE
don@curryerVCDnn
SUBMITTED TO ORANGE COUNTY - DATE: 2016-04-28
G_W N.I r
I TOPOGRAPHICAL DATA PERFORMED BY STEPHEN M. PUCKETT. PLS SITE BENCHMARK IS AVAILABLE FROM SURVEYOR. CONTOURS
SHOWN HEREON ARE FROM AN ACTUAL FIELD SURVEY. BOUNDARY INFORMATION SUPPLIED BY OWNER AND SHOWN FOR
REFERENCE ONLY. CONSULT PLS FOR ACTUAL BOUNDARY DATA.
2. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT
TO THE SITE BEFORE pSTLURBR/G. ALTERING. REMOVING, RELOCATING. ADJUSTING OR CONNECTING TO SAID FAGLIIES. THE
OWNER SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES.
3 ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS. AND CLUMPS OF MUD
5 UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFFSTE
BY THE CONTRACTOR IN AN APPROVED WILD WASTE LANDFILL.
6. THERE IS EXISTING UNDERGROUND WATER. SEWER. ELECTRICAL. AND FIBER OPTIC ON-SITE OR WTHIN CLOSE PROXIMITY
CONTRACTORS SHALL DIG NTH EXTREME CAUTION.
8 CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. SHOULD A QUESTION ARISE ABOUT THE
PROPOSED PATTERN CONSULT WITH THE ENGINEER PRIOR TO POURING
9. CONTRACTORTOFURNI$H ALL PAVEMENT MARKINGS AS SHOWN.
10. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT
LEAST 48 HOURS PRIOR TO DIGGING B 1.800.632.4949. STEPHEN M. PUCKETT SURVEYING HAS ONLY LOCATED THE UTILITIES THAT
ARE ABOVE GROUND AT THE TIME OF FIELD SURVEY UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED
By
VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS
UTILITIES. TANKS AND PIPES ARE LOCATED HEREON.
11. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY,
ORANGE COUNTY.
13,
ALL CONSTRUCTION AND MATERIALS SHALL MEET ORANGE COUNTY SPECIFICATIONS AND STANDARDS. LATESTEDITION ALL
WORK WITHIN NCDOT RIGHT OF -WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT.
14. ALL CONCRETE PIPE ISM BE ASTM C-76, CUSS III NTH RANINEK
16THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP. FEMA COMMUNITY MAP t3710964500J, DATED 21277
16. ALL LOT DIMENSKNIS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY OF ACTUAL SITE BOUNDARY INFORMATION.
17. WETLANDS AND PONDS ARE NOT PRESENT WITHIN PROJECT SITE.
16 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL W OR ADJACENT TO NCDOT RIGHTOF-WAV.
ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL 7EVICES (MUTCD), LATEST EDITION.
19 PRIOR TO PLACING CABC STONE BASE. THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL
THE SUBGRADE. ANY STONE RACE WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
20. DESIGN/FIE LD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR
TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAYBE
DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE. THE OWNEWCUENT IS TO BE
AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A
STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS
WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITEDDENSITY.
TO, TESTING SUBGRADE AND BASE ENGAGING THE DESIGN
ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF ROLLING SUSGRADE AND BASE AT
VARIOUS STEPS OF CONSTRUCTION. OPPORTUNITY FOR THE DESIGN ENGINEER TO CALL IN A SOILS ENGINEER FOR
CONSULTATION AND ADVICE. ETC. - STEPS WHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE NNS.
CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC) THE DESIGN ENGINEER MUST
BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION
PROCESS. RAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION PROCESS IF
THE OWNER'SICUENTS DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT.
21. ALL UTILITY SERVICES. (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED OR MULCH
DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
22. REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE
MATERIALS.
23. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFFSITE. UNLESS OTHERWISE DIRECTED BY THE OWNER.
24 ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE
B.COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
25. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
26. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
27. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE
28. ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4- MINIMUM OF TOPSOIL. FREE OF ROOT MATTER
AND ROCKS AND GRASSED
Surveyor.
Stephen M. Puckett, PLS
1555 NC 56, Suite 2
Creedmoor, NC 27522
Phone:[phone]
Contact: Stephen M. Puckett
Email: pI&3991@gma1ODm
Owner/Deve%per.
NC Land Investments, LLC
314 West Millbrook Road, Suite 121
Raleigh, NC 27609
29. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN
POSSIBLE. BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING
TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED
ON THE PLANS OR 12 INCHES. WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION
30 THE CONTRACTOR SIULL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE
DETERMINES IS NOT REWIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
31 THE CONTRACTOR W RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REOUIREDMECESSARY SHEETING SHORING.
AND SPECIAL EXCAVATION MEASURES REWIRED ON THE PROJECT TO MEET OSHA. FEDERAL. STATE AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS ORANGE COUNTY. 6 CURRY ENGINEERING ACCEPT
NO RESPONSIBILITY FOR THE DESIGN TO INSTALLSAID ITEMS
32. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT CONDITION OF ALL OF THE
UNDERGROUND UTILITIES. CONSTRUCTION STAKEOUTASSOCIATED NTH THE PROJECT.
33. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST
34. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS
SHOWN ON THE PUNS.
35 TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
(APPROVED BY THE ARCHITECT) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING
EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE
CONTRACTOR, THE ARCHITECT. AND THE STRUCTURAL ENGINEER -THE TESTING SERVICE WILL CLASSIFY PROPOSED ONSITE
AND BORROW SOILS TO VERIFY THAT SOILS COMPLY NTH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND
LABORATORY TESTING. NIMUM REWIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS . - IN PAVED AN
(M ) EO D
BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2000 SQUARE FEET OF
FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REWIRED DENSITY, THE CONTRACTOR SHALL
RECOM PACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTORS EXPENSE TO
SHOW THAT THE FAILED LAYER HAS REACHED THE REWIRED COMPACTION. AN FOUNDATION WALL AREAS. THE TESTING SERVICE
STALLMAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL
LAYER, WITH NO LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY. THE
CONTRACTOR SHALL RE -COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE
CONTRACTORS EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REWIRED COMPACTION.
36 COMPACTION COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12' OF SUBGRADE IN CUT AREAS TO
96% OF MAXIMUM DENSITY AS DETERMINED BY ASTM DM FOR STRUCTURES, SUBS, AND PAVEMENTS AND 95% OF MAXIMUM
DENSITY FOR LAWNS OR UNPAVED AREAS.
37 ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE DEVELOPERIONNER THE COUNTY WILL NOT ACCEPT
RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND
SER.' LS, NOR WILL THE COUNTY ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE. PAVEMENT PATCHING
OR DAMAGE TO LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER.
38EN
. FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN AREAS
WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, WARD ALL WEATHER SURFACE ROADS SMALL BE PROVIDED
00 AAINT4INK -
39 10,0
. DISTURBED AREA IS IN EXCESS OF00SFAND F6"BEDIMENTATTON&EROSION CONTROLPW!APPROVAL WAS REWIRED
ASA CONDITION OF CONSTRUCTION PUN APPROVAL A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SIZE
AT ALL TIMES. THE APPROVED SEDIMENTATION 6 EROSION CONTROL PIAN SHOULD BE REGARDED AS MINIMUM REQUIREM NTS.
ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE.
40. COPIES OF ALL PEHMI IS AND APFRQED-PLANS MUSI BE kEt"ION'Bi1'EiN APEHMITSJR'TRAT 15 CUNSPK U'%SLY LOC AT ED AND
EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PUNS. APPROVED EROSION CONTROL
PUNS. ENCROACHMENT AGREEMENTS. DRIVEWAY PERMITS, WATEWSENER PERMITS, ETC.
41. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH ALL ORANGE COUNTY. NCDOT AND NCDENR STANDARDS AND
SPECIFICATIONS
DGC�CaM(�
D
10 2016
DEO-WATER RE OUR S
401 & BUFFER P RM
NOT FOR CONSTRUCTION
,'4l 0.A•,.
V
Z
w
Z
O
�W
V
Z
O
O
cc
Z
O
Z
'2
_V
Cz

I
I
I
I
I
I
I
I
I
I
S 01°09'58" W
19.47'
BILLY R. SHEPHERD
Ln
JUDY G. SHEPHERD
Cj DB 5014/500
PB 24/73, TRACT 4
0
cn
I
I
I
LARRY F. WARREN
DB 4492/571
I N PB 91/137, LOT 7
Ln
\<� ( 1 0
�� ( 24" CMP _�-----�, o
24" RCP \ \ 1 INV.=637.94'
\1 Y cn
INV. -666.09' \ \
JAMES BRUCE RICHMOND
PHILLIS B. RICHMOND
DB 4168/209
PB 100/191, LOT 2 y
o� 0 \! \
O \
C)
O
�O
24" RCP
NV.=664.25'
-----------------------
MATTHEW
---------------
MATTHEW C. ROBERTS
PATRICIA D. ROBERTS
DB 1491/212 j
PB 20/141, LOTS 7&8, BLK C I
X24" CMP\
INV.=t37.4A'
ll 1
-Io \ \1\
AREA=10.88 AC
10.01 NET \ VD,
\
o
\ \
I
\
\I
cf)
I
PAUL NICHOLAS PALOMBO
LOT 3
\ \ I
i
DB 5907/457
493,763 SF
\ \ I \
PB 72/46, TRACT 1
11.3352 ACRES
451.25'
S 89°29'50" E I
S 89'30'46" E 1124.89'
AREA UNDER CONSIDERATION
MAP KEV
r
(
N 20°26'28" W
1
\ 184.35'
--f
673.39
1
I
\
78716'37"_
1
O \
\ \
6
\
1
437,668 SF I
10.0475
\ \
I
5
474,287 SF 1
ACRES
I
I
<�
10.8881 ACRES 1
626,413 SF
14.3805 ACRES
\
4
( 1
1,013,517 SF
\\
23.2671 ACRES
1
I
I
I
I
I
I
I
I
I
I
S 01°09'58" W
19.47'
BILLY R. SHEPHERD
Ln
JUDY G. SHEPHERD
Cj DB 5014/500
PB 24/73, TRACT 4
0
cn
I
I
I
LARRY F. WARREN
DB 4492/571
I N PB 91/137, LOT 7
Ln
\<� ( 1 0
�� ( 24" CMP _�-----�, o
24" RCP \ \ 1 INV.=637.94'
\1 Y cn
INV. -666.09' \ \
JAMES BRUCE RICHMOND
PHILLIS B. RICHMOND
DB 4168/209
PB 100/191, LOT 2 y
o� 0 \! \
O \
C)
O
�O
24" RCP
NV.=664.25'
-----------------------
MATTHEW
---------------
MATTHEW C. ROBERTS
PATRICIA D. ROBERTS
DB 1491/212 j
PB 20/141, LOTS 7&8, BLK C I
X24" CMP\
INV.=t37.4A'
ll 1
-Io \ \1\
AREA=10.88 AC
10.01 NET \ VD,
593.04' — —
AREA=2.0 AC.
M N 89'03'56" W 624.38'
3/4" ROD
TARA CHARLEEN LAUGHTER
IRREVOCABLE TRUST
DB 2213/39
I
1
I � 1
\ I \ 1
\ I
\ � I
I
8
\ 458.516 SF 1
\ 10.5261 ACRES I 1
\ 1
1
I
\ I 1
\ I I
\ 1
9 I I
I
459,027 SF \ I
\ 10.5378 ACRES \ I
II
1
\ \ L I
\ \ �N I
N 88'3329" W \ In
1\,\37.0� I I I
III
89'32'27"W 316.64' cn li
\'219.79' N 88'59'57" W 1 1\
CAPPED
REBAR ROBERT HSIEN—CHIN LIN \
YU YEN LIN �� \
i ZN6u
i
\
\I
593.04' — —
AREA=2.0 AC.
M N 89'03'56" W 624.38'
3/4" ROD
TARA CHARLEEN LAUGHTER
IRREVOCABLE TRUST
DB 2213/39
I
1
I � 1
\ I \ 1
\ I
\ � I
I
8
\ 458.516 SF 1
\ 10.5261 ACRES I 1
\ 1
1
I
\ I 1
\ I I
\ 1
9 I I
I
459,027 SF \ I
\ 10.5378 ACRES \ I
II
1
\ \ L I
\ \ �N I
N 88'3329" W \ In
1\,\37.0� I I I
III
89'32'27"W 316.64' cn li
\'219.79' N 88'59'57" W 1 1\
CAPPED
REBAR ROBERT HSIEN—CHIN LIN \
YU YEN LIN �� \
�tw
y
W
N
�/.�.�� ��+ {y. /q� SCALE I IN = 120 FT =
VIV whaftbelo R 120' 60' 0 170' 240'
/all befom you dig, SCALE IN FEET W
HORIZONTAL
NOT FOR CONSTRUCTION C'V1
i ZN6u
i
AREA UNDER CONSIDERATION
MAP KEV
SCALE -1 700'
�tw
y
W
N
�/.�.�� ��+ {y. /q� SCALE I IN = 120 FT =
VIV whaftbelo R 120' 60' 0 170' 240'
/all befom you dig, SCALE IN FEET W
HORIZONTAL
NOT FOR CONSTRUCTION C'V1

I 1
Sa RICHMOND ROAD ROW
II 1
1 j � R=IS
I C C
1 1
I I
I TR=I!PIE EXISTING 24- RCP
( 1 INTO SOUTH DITCH
I I
I I
I I
I I
660
675
670
665
m
650
645
635
9+75 10+00
RANGE. 10-WSAG
_ T
3rCONIC FES -
INV. OUT ELEV-M 00
INSTALL CLASS 2 RIP RAP
OUTLET PROTECTION , MN 37 THICK
OVER MRAFl 140 N UNER
MN DIMENSIONS: A' WI . ITW2. 25LONG
17 EDGE OF GRAVEL TO EDGE OF GRAVE
SEE SHEET D-01 FOR ROADWAY SECTION
57 ROW
PROPOSED PROPERTY UNEJ
PROPOSED GRAVEL ROAD PLAN VIEW
STATION 9+755-17+50
C. -o2 SCALE: 1-=40
V -DITCH WITH 3'.1 SIDES
UTILIZE STRAWWTHNETAS
TEMPORARY LINER. NO
PERMANENT LINER NEEDED
STATION RANGE SAG -17.22
AND AROUND C -SAC
i
i
1 �PROPOSBDPROPERTYUE /
R217
RW ROW V
V-0ITCH WITH 3.1 /
SIDES UTAUZE STRAW \
MATH NET AS A
TEWPORMY LINER
PROPOSED PROPERTY LNE \
\
r/
PROPOSED PROPERTY LINE
N
10+50 11+00 11+50 12+00 12+50
13+00 13+50 14+00 14+50 15400
f
� PROPOSED GRAVEL ROAD PROFILE VIEW
X
r3 \ STATION 9+7517+50
C-02 SCALE: H-1-•40' V 1'=1'
SCALE, W • 40
Fr D
la 2a 0 10' Aa SCALE N FEET
SCALE IN FEET VERTICAL
HORIZONTAL
IR
RA STREAM �7 17)ALE
BUFFER (SFFF TE 11j PERM. NRB ZONE 1
NO
PRY. STREAM BUFFERIAPACT=
TEMP. NR8 ZONE 1 AWPACT•76. 5071 SF
BUFFERIMPACT= 1E11P SiRF.A11
366 SIF ALPACT•ta
TEMP. NRB mME 2
BUFFER IMPACT • TEMP. NRB ZONE Z
100 SF ` BUFFER IMPACT=
M � 120 SF
F PERM NRB ZONE 2
\ BUFFER IMAP�CT=
1068 SF
SF
PERM NRB ZONE ,
BUFFER IMPACT= \ /
11015E \\� /
\ TEMP. NRB ZONE 2
TEMP NRB ZONE 2 BUFFER IMPACT =
BUFFER IMPACT= TEMP. NRB ZONE 1 100 SF
132 SF BUFFER IMPACT=
391 SF
STREAM • MFUS[ RNFR RUffER IMPAR SUMMARY
NMv PERM roTu
STREAM LIFI 10 ]6 R6
Nmi l(NI 757 5071 6B2A
Np7DNA1(SFj 453 3172 3624
2� STREAM & NEUSE RIVER BUFFER IMPACTS
GRADING & DRAINAGE NOTES:
seo
675
670
685
680
655
650
645
640
635
15+50 16+00 16+50 17400 17+50
1
BEFORE YOU DIG, STOP. CALL THE NC ONECALL CENTER AT
BUFFER (SEE
1d0041324919. IT'S THE LAW. EXISTING UTIUTIES ARE SHOWN FROM
SECTION (FES)
tE 111
-
gUFFTE�R
PROPOSED CONTOUR
V -DITCH NTH 31 SIDES.
NOTE j1j_ --
PROPOSED
UTIUZE NORTH AMERICAN -
UTIUTY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST M HORS
PROPERTY UNE
GREEN (NAG) ERONET P3DO
2
ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBIC
PERMANENT EROSION
EASEMENTS SMALL BE TO NCOOT A ORANGE COUNTY STANDARDS AND
CONTROL BLANKET
3
ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES MEASURED CENTER
(ALLOWABLE SHEAR
OF STRUCTURE TO CENTER 6 STRUCTURE AND SHOULD BE
STRESS=A.DpA OR EQUIVALENT
1
,
AS PERMANENT DITCH
NOTED ALL RPE SHALL BE INSTALLED HATH JOINT SEALANT SUCH AS
30- GONG. FES
STA81LIZATION. STATION
5
INV. IN ELEV=637.32
RANGE. 10-WSAG
_ T
3rCONIC FES -
INV. OUT ELEV-M 00
INSTALL CLASS 2 RIP RAP
OUTLET PROTECTION , MN 37 THICK
OVER MRAFl 140 N UNER
MN DIMENSIONS: A' WI . ITW2. 25LONG
17 EDGE OF GRAVEL TO EDGE OF GRAVE
SEE SHEET D-01 FOR ROADWAY SECTION
57 ROW
PROPOSED PROPERTY UNEJ
PROPOSED GRAVEL ROAD PLAN VIEW
STATION 9+755-17+50
C. -o2 SCALE: 1-=40
V -DITCH WITH 3'.1 SIDES
UTILIZE STRAWWTHNETAS
TEMPORARY LINER. NO
PERMANENT LINER NEEDED
STATION RANGE SAG -17.22
AND AROUND C -SAC
i
i
1 �PROPOSBDPROPERTYUE /
R217
RW ROW V
V-0ITCH WITH 3.1 /
SIDES UTAUZE STRAW \
MATH NET AS A
TEWPORMY LINER
PROPOSED PROPERTY LNE \
\
r/
PROPOSED PROPERTY LINE
N
10+50 11+00 11+50 12+00 12+50
13+00 13+50 14+00 14+50 15400
f
� PROPOSED GRAVEL ROAD PROFILE VIEW
X
r3 \ STATION 9+7517+50
C-02 SCALE: H-1-•40' V 1'=1'
SCALE, W • 40
Fr D
la 2a 0 10' Aa SCALE N FEET
SCALE IN FEET VERTICAL
HORIZONTAL
IR
RA STREAM �7 17)ALE
BUFFER (SFFF TE 11j PERM. NRB ZONE 1
NO
PRY. STREAM BUFFERIAPACT=
TEMP. NR8 ZONE 1 AWPACT•76. 5071 SF
BUFFERIMPACT= 1E11P SiRF.A11
366 SIF ALPACT•ta
TEMP. NRB mME 2
BUFFER IMPACT • TEMP. NRB ZONE Z
100 SF ` BUFFER IMPACT=
M � 120 SF
F PERM NRB ZONE 2
\ BUFFER IMAP�CT=
1068 SF
SF
PERM NRB ZONE ,
BUFFER IMPACT= \ /
11015E \\� /
\ TEMP. NRB ZONE 2
TEMP NRB ZONE 2 BUFFER IMPACT =
BUFFER IMPACT= TEMP. NRB ZONE 1 100 SF
132 SF BUFFER IMPACT=
391 SF
STREAM • MFUS[ RNFR RUffER IMPAR SUMMARY
NMv PERM roTu
STREAM LIFI 10 ]6 R6
Nmi l(NI 757 5071 6B2A
Np7DNA1(SFj 453 3172 3624
2� STREAM & NEUSE RIVER BUFFER IMPACTS
GRADING & DRAINAGE NOTES:
seo
675
670
685
680
655
650
645
640
635
15+50 16+00 16+50 17400 17+50
1
BEFORE YOU DIG, STOP. CALL THE NC ONECALL CENTER AT
PROPOSEDLFIARED END
1d0041324919. IT'S THE LAW. EXISTING UTIUTIES ARE SHOWN FROM
SECTION (FES)
THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE
EASTINGCONTOUR
CONTRACTORS RESPONSIBILITY TO VERIFY THESE AND OTHER
PROPOSED CONTOUR
UTAITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
PROPOKEDD SPOT
LOCATING COMPANY (ONE CALL @ IMM324949) OR INDIVIDUAL
ELEVATN
UTIUTY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST M HORS
IN ADVANCE.
2
ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBIC
EASEMENTS SMALL BE TO NCOOT A ORANGE COUNTY STANDARDS AND
SPECIFICATIONS.
3
ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES MEASURED CENTER
OF STRUCTURE TO CENTER 6 STRUCTURE AND SHOULD BE
CONSIDERED APPROXIMATE.
1
STORM DRAINAGE PIPING SMALL BE CUSS IN RCP UNLESS OTHERWISE
NOTED ALL RPE SHALL BE INSTALLED HATH JOINT SEALANT SUCH AS
RAM -NEN.
5
INVERT ELEVATIONS SHOWN ARE TO THE FLOW UNE OF THE PIPE
UNLESS OTHERWISE NOTED.
e
PRE -CAST CONCRETE DRAINAGE STRUCTURES ARE ACCEPTABLE
PROVIDED THE ARE IN ACCORDANCE YOUTH NCDOT STANDARDS.
7
CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE
ELEVATIONS
M
ALL STORM DRAIN STRUCTURES AND PIPE SHALL BE CLEANED OF
SEDIMENT AND DEBRIS PRIOR TO ACCEPTANCE BY ORANGE COUNTY.
9
ALL RIP -AP IS TO BE INSTALLED NTH NON -WOVEN FILTER FABRIC
BENEATH (MIRAFI 14ON OR APPROVED EQUAL).
10
WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING,
CONTRACTOR SHALL MATCH EXISTING ELEVATION AND CREATE A
SMOOTH TRANSLPFMI..
11
PER A STREAM DETERMINATION PERFORMED BY ORANGE COUNTY
STAFF ON AUGUST 16. 2016, THIS STREW IS SUBJECT TO THE BUFFER
RULES. BASED ON CALCULATIONS PRESCRIBED BY ORANGE COUNTY
LIDO FIGURE $.13.138. MS SECTION OF STREAM REWIRES AN Aa
BUFFBL, EA 9DE. CALCULATED SLOPE VALUE -11%
SITE I DRAINAGE LEGEND
PROPOSED STORM DRAM LAE
®
PROPOSEDLFIARED END
SECTION (FES)
EASTINGCONTOUR
-176-
PROPOSED CONTOUR
®
PROPOKEDD SPOT
ELEVATN
NOT FOR CONSTRUCTION
�w

I . THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND UMTS OF DISTURBANCE
SHOWN ON THIS PUN ARE GRAPHICAL REPRESENTATIONS OF THE ACTUAL
EROSION CONTROL MEASURES THAT WILL BE INSTALLED UNDER THIS PROJECT.
00 TO THE SCALE OF THIS DRAVANG, THESE MEASURES ARE GRAPHICALLY
DEPICTED BEYOND ME RE THEY WALL ACTUALLY BE INSTALLED IN THE FIELD.
2 DIST AREA = 1.73 AC
1 ANY GRADING BEYOND THE DENUDED UMTS SHOWN IN THE PUN S A VIOLATION
OF THE ORANGE COUNTY EROSION CONTROL ORDINANCE 81S SUBJECT TO A
4 GRADING MORE THAN 13.000 SF WITHOUT AN APPROVED EROSION CONTROL
RAN IS A VIOLATION OF THE ORANGE COUNTY EROSION CONTROL ORDINANCE &
S SUBJECT TO A FINE.
D . .
REFER
5. ALL AREAS MUST BE SEEDED 8 MULCHED WITHIN 7 v 11 CALENDAR DAYS. REFER
TO EROSION CONTROL DETAILS AND EROSION CONTROL ORDINANCE FOR
ADDITIONAL REOUIREMENTS.
0, SILT FENCE IS TO BE INSTALLED A "'OF S FROM FILL SLOPES
7. A PUMP -AROUND IS REOUIRED PRIOR TO WORKING M THE ACRVE STREAM. SEE
DETAILS FOR ADDITIONAL INFORMATION.
1
INSTALL CLEAN DITCH BYPASS
To AVOID DRAINING TO SED I /
1 BASIN. THESE MUST BE
REMOVED AT THE END OF THE
I PROJECT NTH DISTURBED
1 INSTALL CLEAN DITCH BYPASS INSTALL HORSESHOE INLET PROTECTION. AREA REGRADED AND SEEDED /
SILT FENCE TYP / BASINOID DIVINING TO SED O I SEE SHEET D02 FOR DETAIL
(TVP. ALL CLEAN DITCH BYPASS IBR
UTILIZE PROPOSED DRAINAGE SWAIES).
3 DITCH FOR EROSION CONTROL '
CUT PROPOSED DRAINAGE DITCH
�
` i►N » �. » / ��F 1f�� AROUND CUL-0ESAC AND TIE INTO
_ %ISRNG DRAINAGE DITCH
T
Tm� ...� ...:�o ( -oma
,Z ;,
CONSTRUCTION ENTRANCE
/
I 1 INSTALL CLEAN DITCH BYPASS) INSTALL STRAW � \ '
TO AVOID DRAINING TO SED WATTLES EVERY NA . ` O `LIMTS OF DISTURBANCE
I
BASIN ASSHOWN
1 I INSTALL SILT FENCE \
OUTLINE IN STREAM AT
I J INITIAL PHASE OF
II CONSTRUCTION REMOVE \
S) WITH INSTALLATION of
PIPE AND OUTLET
I PROTECTION,
TEMP. SEDIMENT BASIN SCHEDULE
BASIN
TYPE
MIN. LkNJO'
WOR LENGTH
NOTES
STMW wmE
—FMMF�i
IOa3DYi S
SEE EC DETAILS FOR ADDITIONAL
I
SEDIMENT BASIN
(SEE PUN FOR
f
INFORMATION
ACTUAL "RE)
101301/5
SEE EC DETAILS FOR ADDITIONAL
3
SEDIMENT BASIN
(SEE RAN FOR
IT
INFORMATION
ACTUAL SUPE(
17,3311.5
SEE EC DETAILS FOR ADDITIONAL
1
SEDIMENTBASIN
IE
(SEE PLAN FCR
f
INFORMATION
ACTUAL SHAPE)
ISA10q.S
SEE EC DETAILS FOR ADDITIONAL
1
SEDIMENT BASIN
(SEE RAN FOR
f
INFORMATION
II
ACTUAL WARE)
LEGEND:
NOT FOR CONSTRUCTION IC'O3
)NSTMIC11G11ENTPNICEE%Il
.«wjm
TEAvauml>fvERsaNlsrw
`
STMW wmE
—FMMF�i
.LT FENCE
gSTWMNtE LIMITS
OiEMR
SED TRAP
34
ar ENCEamE
NOT FOR CONSTRUCTION IC'O3
A�
SCALE.I IN 40 FT
Q 13 0 IV IV
SCALE IN FEET
HORIZONTALLU
O
'°�y-�f0
Z
z
w
L GJO�•�
NOT FOR CONSTRUCTION IC'O3

� � in:�•tA"E
ALTERNATETEA1
walls Y ..• 1
trek. <C-1
7
Pum
SLOPE
T b
TYPICAL ROADWAY SECTION SECTION
CLASS B' PRIVATE ROAD L'
d,j
SCALE: NTS 4 REFER TO RIP -RAP DETAIL
gS
SHEET
�r��II 7I
END VIEW
GENERAL NOTES.
IL. -
THE LENGTH OF THE RIP RAP APRON
2. d • 15 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN S'.
7. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS
TO AN ELEVATION OF r ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
A. A FILTER BUNK ET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIP RAP AND SOIL FOUNDATION.
5FLARED END SECTION IS OPTIONAL. SEE PUNS FOR REQUIREMENT.
8 SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS.
7. STONE SHALL BE INSPECTED AFTER EACH RAINFALL EVENT
ED .
DISLOCATSTONE SHALL BE REPLACED IMMEDIATELY AND ANY SCOUR
OR ERODED AREAS SHALL BE REPAIRED IMMEDIATELY
3 PIPE OUTLET PROTECTION
SCAE: NTS
GRAM Q
RADE
+pFyU' G
GEOBEMBRANE
'd r SINDBAGS DISTURBED AREA
PUN VIEW SECTION A -A
I DESCRIPTION
THE WORK SHALL CONSIST OF INSTALLING A PUMP AROUND WHEN
CONSTRUCTION ACTMTIES TAKE PUCE WITHIN THE STREAM CHANNEL
II MATERIAL SPECIFICATKKJS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE
RESISTANT TO ULTRAVIOLET RADIATION, TEARING AND PUNCTURE. AND
WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL
e. SAND. FINE GLUVEL. ETC.)
NI. CONSTRUCTION REOUIREMENTS
I. ALL EROSION AND SEDIMENT CONTROL DEVK:ES SHALL BE INSTALLED AS
THE FIRST ORDER OF WORK
2. THE HEIGHT OF THE SANDBAGS SHALL BE AS INDICATED IN SECTION MA.
THE SANDBAGS SHALL BE PLACED ON A SMOOTH PREPARED SURFACE.
5 ALL EXCAVATED MATERIALS SHALL BE DISPOSED OF OUTSIDE THE 100
YEAR FLOOD PAIN UNLESS APPROVED ON THE PUNS.
A. ALL DEWATERING OF THE CONSTRUCTION AREA SHALL BE PUMPED TO A
DEWATERING PUMP DISCHARGE FILTER BAG OR SILT BASIN
S THE PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM
FLOW
S. SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PUCE UNTIL ALL
DISTURBED AREAS ARE STABILIZED AND THE COUNTY ENGINEERING DEPT APPROVES
THEIR REMOVAL
4 \ TEMPORARY CREEK PUMP AROUND
GENERAL NOTES:
I SEE FORMER NCDOT STANDARD 71001 FOR DETAILS.
2 REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO MI70. TABLE 2. WALL B.
5 ALL CONCRETE TO BE 78110 PSI COMPIR SSNE STRENGTH.
A. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
8. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE=. MINOR VARIATIONS WALL BE PERMITTED BASED
ON THE MANUFACTURERS STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
2 FLARED END SECTION
D 01 SCALE: NTS
\�' ' SCALE NTS i
'� 1
i
NOT FOR CONSTRUCTION
v,
1•
Lu
0
Lu
to

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
TM pupose ol this wi ed a for grating 6 Mapamoma.
The Project a owed by NC Lid Investments. LLC. The sM a arterpJ not ocopaid
Approsnhete/y, 1.73.rs ail be dsbrbed dngcunifiri t n. The msnun N ad be 2.3 fast
The preped a scheduled to begin camtrutbon in summer 20% win protect carpNlon and hhal slebif7aUan by summer 2016 The erosion and sediment
carkol pogrom for 0. Rioted a* include We intaletion of e -table creo-udam, esrca. 5111 fence and trot praMcbn.
ADJACENT PROPERTY
A*-* paperly owners aro noted on the EXerg Conditions sheet
SOILS
Ther wit at tib sea, we snay teem
EROSION AND SEDIMENT CONTROL MEASURES
AN vapeeema and structural eroson and seraent cotta pe 2ces shall be wns ted end mrteaed by the wnradw rcmbg to Owe Plans and
spwf ribons and the mMamm standards ofthe Dept of EmmaneMN Mnepmert Lend Guilty Se tion and! Orange County . The contractor Yell sh ,
falow any edd6SW ,.q.-wb as od .it by IM Project Ergoeer.
STRUCTURAL PRACTICES
1 Vehicle whset Yet be clen when h.rg Uro site to prevent the trading of mud on pavad roads.
2 Construction Road Stb1ssibm Consrudicn traffic and be traded to stabilized areas At a maamum, a temporary gravel cambsxon antrrci OW be
provided as ern.- on this dnsig.
3 SlIFerhce: Sill bmm Yhsl be Wwdad vA shown ends horded n to staph. Theea brava stW he used to cite, sedaN,af
d Rip ReprevY Fi11r Sediment Sum Construct besn to the shape and dnnssurs dorm in the detail. The bawls b to be placed below the nvMing
di Lbw ata by 2' with the barn belt above as timereised
VEGETATIVE PRACTICES
Temporary Seeding Al dwvded ares shat reroie temporary seedirg wan 7 r 11 drys of cooplevV iwal am*-*. Temporary searing shai also be
osed to Yeblize Mistred grade eras if the time of year is adsida the specified psmsert wed,%permits. Temporary seeding shall be in accordance with
a^lory seeding speefcabore
SEEDING:
TYPE I SEEDING (LAWNS OR OTHER FOCAL AREAS)
100 LBS. OF ORAE
20 LBS. OF 10 -XI -2008 20 LBS. OF 10 -I0 -101N COMBINATION HATH 1 LBS OF 046-0
5 LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
1LB. OF KENBLUE OR KENTUCKY BLUEGRASS
1 LB OF MINTER ANNUAL RYE (NOVEMBER 1 TO MARCH 1)
TYPE II SEEDING (GENERAL OR LOW MAINTENANCE AREAS)
100 LBS. OF LIME
75 LBS. OF 10-20-20 OR 15 LBS. OF 10 10,10 IN COMBINATION WITH 3 LBS. OF 0-16,0
1 USS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
1 LB. OF SERICEA LESPEDEIA NSE UNSCARIFIED SEED AUGUST 15 TO FEBRUARY 1)
LB. OF GERMAN MILLET (MAY I TO AUGUST 15)
1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUGUST 15)
SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED BY THE NCDENR INSPECTOR PRIOR TO SEEDING
MANAGEMENT STRATEGIES
1. Perinhebr nheasues ra to be MWW prior b ad
Vubbirg or grin.
2 Stodpfe emNr waYe ares mel he nu harmed sate, the nam d lbs eras prolaMdby the proposed e measurand otherwise temporarily seeded Of
to be left smckpded over 7 s 11 calerdar drys.
3. Come.1bn shelf be Purred W that Fading operations M begin era sit se We ly s possible
1 Sif Farces and hes Protract- hem. shed wta
also be ed prior to or as. W Yep ncoriAucdn
5. The Contractor shall be reynsbb for the iuWl.tion and mYntronea d a erosion and sadmat contra pra0b- VepNMrva Ground Cover
Immdistely Atowog Wi dig, tat eras she move Nher Parmarwl or temporary seeding. as gpkc"
6 As. rswmm raparmnt all graded areas not Under pit~ and %thin the righter -way andrar statements steel be prepared, frblized and hired.
sardad, and mutMd OnveadMaty,p. cmpten of comhctin as kilows (Apactahan rete PER 1.0)0 SQUARE FEET)'.
MAINTENANCE:
1. Reseed and mala bare spat agar than 9 square feel OONibd to 5%memrm of Me ars.)
2 MarAYn euniform seeded ars ufil m surd a eeceplable
3. K Worth a nit established by Mel Mpd inspection, continue specWed Mention until the stand a.coephble
t. Caned NOW repair N undue s*%ane rasion when, 1 year "" frld i specticn.
5. Remove from tl-siet,allar- pool fah Ira, Mw ornplMa stabdndion Y and of conshvibon period.
6. Remove sit ham sediment pits and tom ban nd dhsk ow Mnen ad a WYb Nell depth ofthe pt or spiMay, Dispose of in an was where sit carrhd
,e -soft pfhap.
CALCULATIONS:
The Fred" tined for the proposed site did not require l anal caloutattns.
OWNER. NC Land Investments , LLC, 311 W Millbrook Road Sufe 121, Raleigh, NC 27609
EROSION CONTROL NOTES/CONSTRUCTION SEQUENCE:
1 Obtain roslon control plan approval per No beginning Isld dslubence RMaln carr.a copy d the approved rosbn crtol pan and permit n sib. CN We Carly to no* the
Impeclr d • slrl data pear b lard dYubarca. Contact n
trmatin a n the M -4, pram mheeeg a ropasd prior to n&" construction
2 Contrucl the corermboin"o"ce s Yawn tithe plan. MeinMih it. -*.,b. eNhtrance daily to enure
that mud and sill ail not be racked orb ft paved sulecet mud a racked onto tl-rood shrfeca, t a to be removed remediably
3. Comimc r, entrance Iocetion may not wry Without prior approval h in Enges r taand! city impactor.
L. Cher the arse needed to ooretrud the parnMer rose n control measures ndudig dwsiqu dlcMs and ditch cheeks. Erosion control meneus downstarn of at pp. 00 1,
nemeh nVia. ulv pfnrrer ma,area ere alsbd'¢ed.
5 Baps cog, Wubbig. and topsn *W g kr mi deny.
7 Rayls pada the lie. 1
9. Comniud the stem seas system throuysW be aped Mewl Net protection darts.
10. Seed, strew eea
ew and d ars bard the cub and quitter t
quitter re Waded k thea hal Ab
spo n.
11 Cunha Courtly Impoctr forinspection pnr to remove of rsion cr►ol nearraa
12. Upon stebdaide , of seeded arm and approve from Orange county. remove welts and any remaining erosion card daces. \
13. Said. erserndb ImO ereavrnpemporedarees.
\ I
MAINTENANCE NOTES:
WITHOUT APPLYING TEMPORARY SEEDING
2 MAINTAIN ALL EROSION CONTROL MEASURES DAILY AND RESEED DISTURBED
AREAS AS NEEDED.
3 INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL
EVENT. REPAIR AS NEEDED.
1 AT THE END OF EACH DAY'S STORM DRAINAGE OPERATION. CONSTRUCT A
TEMPORARY PPE INLET PROTECTION DEVICE UNTIL THE NEXT DAY'S OPERATION
CONTINUES
5 SEDIMENT REMOVED FROM BASINS SHALL BE PERFORMED WITH TRACK HOE FROM
TOP OF EMBANKMENT DO NOT PUCE EQUIPMENT AT BOTTOM OF SLOPE AND DO
NOT ENCROACH UPON WETLAND OR BUFFER AREAS.
z 11
NMN J
GENERAL NOTES'.
1 INSTALL CONSTRUCTION ENTRANCE OVER EXISTING ASPHALT TAKING CARE TO AVOID
DAMAGE AS EXISTING ASPHALT IS TO BE OVERLAYED PRIOR TO PROJECT COMPLETION
2. INSTALL A I' LAYER OF SOL OVER EXISTING ASPHALT.
3 INSTALL A GEOTEXTILE LINER OVER NEWLY PLACED SOIL.
A PUCE THE GRAVEL OVER THE GEOTEXTLE LINER TO THE SPECIFIC GRADE AND DIMENSIONS
SHOWN ON THE PLANS. AND SMOOTH IT.
5. PROVIDE DRAINAGE TO CARRY WATER TO A SUITABLE OUTLET
6. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING W12 INCH STONE
CONSTRUCTION ENTRANCE
Q02 SCALE. NTS
CUSS I RIP RAP (SEE
SECTION TNRU BASIN BELONQ
` \ RW RAP HEADWALL
////////// IIIIIIIII •`^•, // / / �-0WTAt1CK. TONE
HIGH MINIMUM
SEDIMENT STORAGE AREA
PERSPECTIVE VIEW
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
2 HORSESHOE INLET PROTECTION
D-02 SCALE NTS
///I/ /I/I /I/./I/I/l. 1
=11 II II II -11 II II 11-11-II=u II -II
.II. II. II..11. II II 11..11..11 II. II. 1111=11.11=ILII=u-n-R=II=��=
9 TEMPORARY DIVERSION
D O2 SCALE NTS
NPDES STABILIZATION TABLE
Site Arno Description SlabiuOn I Tmaker-Evcaptmn
Prnetar dill s, sweles. dill es and Popes 7 days None
High OsltY Wats (NON Zones 7 date None
Skps YsperWn 3'.1 7days Mskpas taw ldrlann length and aro not
Yespr ten 2 T 11 drys era abaad.
Slops 3:1 or Misr 11 days 7 days kr Pops grants in- Sit On trglh
N other eras with slopes Mr tl,n 1:1 N days Nom. a cept Ir perimeters rd NQW ZaNw
4 NPDES STABILIZATION TABLE
D O2 SCALE. NTS
FILTER
6' MAX. "' HIRE FABRIC
MAX WITHOUT ORE))
�(e'
MIDDLE AND VERTICAL VIRES COMPACTED
HALL BE 12 111 GAUGE MIN. FILL
ROT
LIT $TEEL POST -7 DEPTH
NAR.,:.:..
FILTER FABRIC TOP AND BOTTOM STRAND EXTENSION OF FABRIC AND
SHALL BE 10 GAUGE MIN. ME INTO TRENCH
NOTES:
1 CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER
FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED Hf ABOVE THE GROUND
SURFACE.
3 INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
JOINTS. MEN JOINTS ARE NECESSARY. SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT
POST WITH OVERLAP TO THE NEXT POST
1 SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE
SIDE OF THE POSTS USING HEAVY DUTY ME STAPLES AT LEAST 1' LONG, OR TIE WIRES. EXTEND THE
NAPE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF IO APART SUPPORT POSTS
SHOULD BE DRIVEN SECURELY IN TO THE GROUND TO A MINIMUM OF 24'
6 EXTRA STRENGTH FILTER FABRIC WITH B POST SPACING DOES NOT REWIRE WARE MESH SUPPORT
FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS.
7 EXCAVATE A TRENCH APPROXIMATELY Y'WIDE AND WDEEP ALONG THE PROPOSED LINE O POSTS AND
UPSLOPE FROM THE BARRIER
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC.
9. DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES
10 LOCATION OF TEMPORARY SEDIMENT FENCE SHOW! ON THE RAINS IS NOT EXACT. CONTRACTOR SHALL
FIELD LOCATE TEMP. SEDIMENT FENCE AS CLOSE TO THE DOWMSLOPE EDGE OF THE UMTS OF CLEARING
6 GRUBBING AS SPACE ALLOWS
5 SILT FENCE
D 02 SCALE NTS
SEDIMENT STORAGE
NATURAL
AREAS TOBE DISTURBED
RIP RAP GRIND
(CUT, FILL E\
/'ROOD STORAGE ZONE
(\
HEADWALL
b
PLOW
_T
PPE
w �J �✓7.�"� CS y 2 �
i
INVERT
'...
15'
"S
.ITER
CUSS I
RIP -RAP
MAXIMUM SEDIMENT
(CLEAN OUT POINT)
DEPTH AS WASHED STONE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
2 HORSESHOE INLET PROTECTION
D-02 SCALE NTS
///I/ /I/I /I/./I/I/l. 1
=11 II II II -11 II II 11-11-II=u II -II
.II. II. II..11. II II 11..11..11 II. II. 1111=11.11=ILII=u-n-R=II=��=
9 TEMPORARY DIVERSION
D O2 SCALE NTS
NPDES STABILIZATION TABLE
Site Arno Description SlabiuOn I Tmaker-Evcaptmn
Prnetar dill s, sweles. dill es and Popes 7 days None
High OsltY Wats (NON Zones 7 date None
Skps YsperWn 3'.1 7days Mskpas taw ldrlann length and aro not
Yespr ten 2 T 11 drys era abaad.
Slops 3:1 or Misr 11 days 7 days kr Pops grants in- Sit On trglh
N other eras with slopes Mr tl,n 1:1 N days Nom. a cept Ir perimeters rd NQW ZaNw
4 NPDES STABILIZATION TABLE
D O2 SCALE. NTS
FILTER
6' MAX. "' HIRE FABRIC
MAX WITHOUT ORE))
�(e'
MIDDLE AND VERTICAL VIRES COMPACTED
HALL BE 12 111 GAUGE MIN. FILL
ROT
LIT $TEEL POST -7 DEPTH
NAR.,:.:..
FILTER FABRIC TOP AND BOTTOM STRAND EXTENSION OF FABRIC AND
SHALL BE 10 GAUGE MIN. ME INTO TRENCH
NOTES:
1 CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER
FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED Hf ABOVE THE GROUND
SURFACE.
3 INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
JOINTS. MEN JOINTS ARE NECESSARY. SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT
POST WITH OVERLAP TO THE NEXT POST
1 SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE
SIDE OF THE POSTS USING HEAVY DUTY ME STAPLES AT LEAST 1' LONG, OR TIE WIRES. EXTEND THE
NAPE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF IO APART SUPPORT POSTS
SHOULD BE DRIVEN SECURELY IN TO THE GROUND TO A MINIMUM OF 24'
6 EXTRA STRENGTH FILTER FABRIC WITH B POST SPACING DOES NOT REWIRE WARE MESH SUPPORT
FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS.
7 EXCAVATE A TRENCH APPROXIMATELY Y'WIDE AND WDEEP ALONG THE PROPOSED LINE O POSTS AND
UPSLOPE FROM THE BARRIER
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC.
9. DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES
10 LOCATION OF TEMPORARY SEDIMENT FENCE SHOW! ON THE RAINS IS NOT EXACT. CONTRACTOR SHALL
FIELD LOCATE TEMP. SEDIMENT FENCE AS CLOSE TO THE DOWMSLOPE EDGE OF THE UMTS OF CLEARING
6 GRUBBING AS SPACE ALLOWS
5 SILT FENCE
D 02 SCALE NTS
Y YW.
STONE SECTION
GENERAL NOTES:
1 Clear, 9mb. aha ship Na arae undeWm
under We amb llmiaof all reparation and root mm
at Remove ruff
surhd sal -ruianirg high wrouMs of or9- mestar std saeckpile or dispose of it property Hata
all ob) tiombki materal to she desgraed disposal area.
2 Emus that N me enal for me embaskmark is mss of most, woody vegetation, organic meta,. and
odw objectionable nmtarisl. Plruca be fill in life not b .read 9 inches and mash nrnpd A
0."
NI ON. -
8 inodas a allow M rtlbnww
3. Construct da oudet aetion n i a ambsni-t. p- fa corca tion WNnen the rprop and da
sod from piping by ushg filer fabric or • keyway .00 tranrl, between are nprap serutira end
dM orf.
Platy Ahs filer fabric between M npres and sod. Ederd the fabric across da spillway
foundation and sides to Oa tap of da dam', or
Erie a byway trench akcg d- cerate ne of the apilway foundation Gidand g W to
Was to da Mte
height of M m. TM banch should be at least 2 R deep arid 2 R wide
with 1'.1 side Yopare
I. Clear fa pond erns below fa eleveaon of also rein of fa spillway as fadliee wdmsnt aear-ad
5. All rt and fillelopm, snood be 2:1 a dollar.
6 Enna that d- sten» (dmarhape) se tion of thisambsnkmant he. a minrerm bottsm width of 3 ft.
and a msrirrim aide sbpera of I'.1 art estarhd No tl- bottom or In spillway seson.
7 Cnatruet tla manam Misled Ina apdWar Dotbm width. , slows n a- plans. with 21 side
Mopes sending b the by of Over over Alled a yseniun, Keep d- dcb-a, of da eadwe of Ina
spatwity oudet edhmsre at s n-tmam of 21 michisa. The ver hart be level and oonstrucbd m
pada to asaue designppssy.
8 Maternal used n M sans s..Aon MbuM he • wwlf-predsd miter. of sten- vett a d sin o19
ind,es Idea, 8- mnaml esrr ve r.wnanrda l) and a mrs-era- size of 14 in ne.
m my.
The some be mhMhm Plaosd and d- snneller aeMs worked into the vada of f- tang, abros.
The stem er-ld be hard. anpntsr, n,0 highly wsd--resit nt
9. Emhra that the Was 1hptNey oulat seson arlwds dowra►wn past the lie of the arreanio ant
wNU stable condition are reached and outlet velocity a aocapebks M dr raosivieg stream. Keap
mnedges of da Mia .= setior, dull with dr o-hrd eurdrg groand shape d- career b
fins, he rAMw sdsm (Rate-, O.IW Proft aon).
10. Dead ... gwmy byes b mi -I. Mable .tea.. Lope hypes oudest so that Lbw wil not demwge
she ambsMar-,w
11. Stabilize this, On bsnkm-nt and all daNbad wars above IM sdm nng pool and dowameam tern Me
dap aryrn drably sites consT tion (Reianmps: Surface Stabilization),
12. Show We distance from M by of f- spilw-y No ft aadkmhamt deencul level (0-1had tM design,
depth) on aha pbr-aha mark t in da field
8 TEMPORARY SEDIMENT TRAP
D '2 SCALE NTS
NOT FOR CONSTRUCTION
V
Z
L�w
Z
O
U
LUZ
O
Q
cz
Z
O
r�
ct
4
gl
3'
SEE EROA'yv Ownwx PLAN
FOR ACTUAL Ri DIMENSCWS
CLEAN -WT
STAKE I3'
b
w �J �✓7.�"� CS y 2 �
i
'...
SET CLEAN -WT
"S
.ITER
'
STAKE AT 1/2
RT VOLUME 1.1
-.
FA9R/C
CROSS SECT/ON
EMERQWCr
BY-0AA
6' BELOW
OIERFTIL 6'
SETTLED
OESICiJ
Fite S I`TUF EWT
MP a DAM
SET1[ED 17Aa
ER090N CWiR(X. PLAN
FOR ACTUAL PIT DIMOVSOVS
§ a' Illy. ,•.
FK7ER FAdQK H��.i4 !' 1 I SLOE
NA TURK
..
,3'�Ws� sae MAx '
_
65eamn
Y YW.
STONE SECTION
GENERAL NOTES:
1 Clear, 9mb. aha ship Na arae undeWm
under We amb llmiaof all reparation and root mm
at Remove ruff
surhd sal -ruianirg high wrouMs of or9- mestar std saeckpile or dispose of it property Hata
all ob) tiombki materal to she desgraed disposal area.
2 Emus that N me enal for me embaskmark is mss of most, woody vegetation, organic meta,. and
odw objectionable nmtarisl. Plruca be fill in life not b .read 9 inches and mash nrnpd A
0."
NI ON. -
8 inodas a allow M rtlbnww
3. Construct da oudet aetion n i a ambsni-t. p- fa corca tion WNnen the rprop and da
sod from piping by ushg filer fabric or • keyway .00 tranrl, between are nprap serutira end
dM orf.
Platy Ahs filer fabric between M npres and sod. Ederd the fabric across da spillway
foundation and sides to Oa tap of da dam', or
Erie a byway trench akcg d- cerate ne of the apilway foundation Gidand g W to
Was to da Mte
height of M m. TM banch should be at least 2 R deep arid 2 R wide
with 1'.1 side Yopare
I. Clear fa pond erns below fa eleveaon of also rein of fa spillway as fadliee wdmsnt aear-ad
5. All rt and fillelopm, snood be 2:1 a dollar.
6 Enna that d- sten» (dmarhape) se tion of thisambsnkmant he. a minrerm bottsm width of 3 ft.
and a msrirrim aide sbpera of I'.1 art estarhd No tl- bottom or In spillway seson.
7 Cnatruet tla manam Misled Ina apdWar Dotbm width. , slows n a- plans. with 21 side
Mopes sending b the by of Over over Alled a yseniun, Keep d- dcb-a, of da eadwe of Ina
spatwity oudet edhmsre at s n-tmam of 21 michisa. The ver hart be level and oonstrucbd m
pada to asaue designppssy.
8 Maternal used n M sans s..Aon MbuM he • wwlf-predsd miter. of sten- vett a d sin o19
ind,es Idea, 8- mnaml esrr ve r.wnanrda l) and a mrs-era- size of 14 in ne.
m my.
The some be mhMhm Plaosd and d- snneller aeMs worked into the vada of f- tang, abros.
The stem er-ld be hard. anpntsr, n,0 highly wsd--resit nt
9. Emhra that the Was 1hptNey oulat seson arlwds dowra►wn past the lie of the arreanio ant
wNU stable condition are reached and outlet velocity a aocapebks M dr raosivieg stream. Keap
mnedges of da Mia .= setior, dull with dr o-hrd eurdrg groand shape d- career b
fins, he rAMw sdsm (Rate-, O.IW Proft aon).
10. Dead ... gwmy byes b mi -I. Mable .tea.. Lope hypes oudest so that Lbw wil not demwge
she ambsMar-,w
11. Stabilize this, On bsnkm-nt and all daNbad wars above IM sdm nng pool and dowameam tern Me
dap aryrn drably sites consT tion (Reianmps: Surface Stabilization),
12. Show We distance from M by of f- spilw-y No ft aadkmhamt deencul level (0-1had tM design,
depth) on aha pbr-aha mark t in da field
8 TEMPORARY SEDIMENT TRAP
D '2 SCALE NTS
NOT FOR CONSTRUCTION
V
Z
L�w
Z
O
U
LUZ
O
Q
cz
Z
O
r�
ct
4
gl

CIRLEJt • ERASION CONTR0.
NIII,cEr IECSI
WOOD STAKE
AEC -EA SRMW
weTnes
• MAINTENANCE:
INSPECT COMPOST SOCKS WEEKLY MO AFTER EACH SIGNIFICANT SECTION VIEW
RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE ACCUMULATED
• • V . • SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE
REPLACED IF CLOGGED DR TORN. IF PONDING BECOMES
• EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER
DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO BE
REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK
SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND
• THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY
• STABILIZED.
IsoMETRIc vlEw
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
mrllla
CONSTRUCTION SPECIFICATIONS:
-
I MATERIALS USED IN THE COMPOST SOCK MUST MEET THE SPECIFICATIONS OUTLINED ABOVE AND IN PRACTICE 8.13.
C
COMPOST BUNK ETS
NOTA,-
OTA:A.
2 COMPOST SOCKS SHOULD BE LOCATED AS INDICATED ON THE EROSION AND SEDIMENTATION CONTROL PUN. '
A.TRASLAPES Y JUNTAS
3 PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS. CLODS. AND OTHER DEBRIS GREATER THAN S
NOTES:
ONE INCH THAT MAY INTERFERE NTH PROPER FUNCTION OF THE COMPOST SOCK. !(
7
4 COMPOST SOCKS SHOULD BE INSTALLED PARALLEL TO THE TOE OF A GRADED SLOPE. A MINIMUM OF 10 FEET )
TOP OF SILT FENCE
BEYOND THE TOE OF THE SLOPE. SOCKS LOCATED BELOW FLAT AREAS SHOULD BE LOCATED AT THE EDGE OF THE ,
MUST BE AT LEAST 1'
LAND -DISTURBANCE. THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM
ABOVE TIED
GOING AROUND THE END OF THE SOCKS
STONE THE WASHED S1lkE
5FILL SOCK NETTING UNIFORMLY WITH COMPOST TO THE DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.
8 OAK OR OTHER DURABLE HARDWOOD STAKES 2"X 2' IN CROSS SECTION SHOULD BE DRIVEN VERTICALLY
ASEGURAR LAS MANTAS CORRECTAMENIE.
PLUMB, THROUGH THE CENTER OF THE COMPOST SOCK. STAKES SINXAD BE PLACED AT A MAXIMUM INTERVAL OF 4
F � WLEr • FEET, OR A MAXIMUM INTERVAL OF 8 FEET P THE SOCK IS ACED IN A 41NCH TRENCH. PER DETAIL. THE STAKES
ET SHOULD BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3INCHES PROTRUDING ABOVE THE '.
COMPOSTSOCK
7 IN THE EVENT STAKING IS NOT POSSIBLE P.E., WHEN SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS
SHALL BE USED BEHIND THE SOCK TO HOLD IT N RACE DURING RUNOFF EVENTS.
Low 3 IF THE COMPOST SOCK IS TO BE LEFT AS PMT OF THE NATURAL LANDSCAPE. IT MAY BE SEEDED AT TIME OF
UREACE INSTALLATION FOR ESTABLISHMENT OF PERMANENT VEGETATION USING THE SEEDING SPECIFIOA TION IN THE
EROSION AND SEDIMENTATION CONTROL RAN
CHANNEL INSTALLATION
14649 HIGHWAY 41 NORTH
t S'•'• K4VJ
EVANSVILLE, IN 47725
C
PUNTOS CRMCOS
NOTA,-
OTA:A.
o'- Oji-✓��� �-
9 COMPOST SOCKS ME NOT TO BE USED IN PERENNIAL OR INTERMITTENT STREAMS.
j STRAW WATTLE (COMPOST SOCIA
D, SCALE: NTS
8"
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's). INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL–O–SEED DO NOT SEED PREPARED AREA. CELL–O–SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" 15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's
EXTENDED BEYOND THE UP–SLOPE PORTION OF THE TRENCH. ANCHOR THERECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPUNG. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP'a MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM �, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" – 6" (10 CM –15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4' (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
DEEP X 6' (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2' – 5" (5 CM –12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M – 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4' (10 CM) APART AND 4' (10 CM) ON CENTER OVER ENTRE WIDTH OF THE CHANNEL
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
• IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
NOTE:
A CRITICAL POINTS • HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
B C A OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER UNE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL BOTTOM/SIDE •• IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
q BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
B
t S'•'• K4VJ
C
PUNTOS CRMCOS
NOTA,-
OTA:A.
A.TRASLAPES Y JUNTAS
• LA SEPARACION HORIZONTAL DE LAS GRAPAS SE DEBE ALTERAR
NOTES:
B. UNEAS DE AQUA PROYECTADA
SI SE NECESITA, PARA PERMITIR DUE LAS GRAPAS ASECUREN LOS
I. SLOPE STABILITY AND MATTING SHAT BE REGULARLY MONITORED,
C. FONDO DEL CANAL/VERTICES
PUNTOS CRITICOS A LO LARCH DE LA SUPERFICIE DEL CANAL,
ESPECIALLY AFTER RAN EVENTS. ADDITIONAL SNAIL BE
IN STATED TO REPLACE DAMAGED ON MI NG MATBNG MATERIAL
TAS PENDIENTES LATERALES
..EN CONDICIONES DE SUELO SUELTO, PUEDE DUE SE NECESITEN
UNTIL VEGETATION HAS BEEN PROPERLY ESIABUSHED AND SITE IS ACCEPTED.
O
GRAPAS 0 ESTACAS DE MAS DE 6' (15 CM) DE LARGO PARA
ASEGURAR LAS MANTAS CORRECTAMENIE.
C
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
G.o—t-d SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
SDO-772-2040
.nagrsen.com
CMN - , SILT FENCE
FRONT VIEW
STEELBURY RE FENCE
FENCE FILTERWIFABRIC,
POST SETT AND HARDWARE
MAX 2 CLOTH IN TRENCH
APART MN
IS' WTO
SOLID
NOTES. GROUND
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
2 STD. SILT FENCE OUTLET
Q03 SCALE. NT.S
SLOPE INSTALLATION
SECTION AEW
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTIUZER, AND SEED.
NOTE: WHEN USING CELL-0–SEED DO NOT SEED PREPARED AREA. CELL–O–SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6' (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP–SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12' (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM` , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" – 5" (5 CM – 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTNE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" V7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
REC '9 WID
NOTE:
IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
3 NAG P300 REINFORCEMENT MAP
D-03 SCALE ITS
NOT FOR CONSTRUCTION
t S'•'• K4VJ
>R
STEEL FENCE POST
I
rJr
WARE FENCE
a
\
HARDWARE CLOTH \
9/zq(r�
D-03
O
FILTER OF N57 \\\
WASHED STONE
7 FILTER FABRIC
'ON GROUND
/ \
BURY WARE FENCE AND BURY F OF UPPER EDGE OF
R
HARDWARE CLOTH FILTERFABRIC IN TRENCH
S
i
SECTION AEW
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTIUZER, AND SEED.
NOTE: WHEN USING CELL-0–SEED DO NOT SEED PREPARED AREA. CELL–O–SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6' (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP–SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12' (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM` , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" – 5" (5 CM – 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTNE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" V7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
REC '9 WID
NOTE:
IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
3 NAG P300 REINFORCEMENT MAP
D-03 SCALE ITS
NOT FOR CONSTRUCTION
t S'•'• K4VJ
I
�
�
–
O 02497
_
C7
W
9/zq(r�
D-03