20150496 Ver 1_401 Application_20150515

McGill
A S S O C I A T E S
May 8, 2015
Ms. Karen Higgins
North Carolina Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street, 9th Floor
Raleigh, North Carolina 27604
RE: PCN Submittal
Pond Improvements
Macon County, North Carolina
Dear Ms. Higgins:
On behalf of the Owner, Highlands Basha, LLC, I am enclosing the following items for
review and approval for the subject project.
➢ One (1) Copy of the Pre - Construction Notification (PCN)
➢ Three (3) Copies of 11 "x17" Plans
➢ Two (2) copies of 24" x 36" plans
➢ One (1) Copy of USGS Map and Location Map
➢ Agent Authorization form
➢ Check for the required $270 permitting fee
The site is in the Town of Highlands in Macon County. The project calls for the dredging
of an existing privately owned pond as well as other improvements which include the installation
of a spillway to handle the 100 -year storm and a cold water return.
If you have any comments or questions regarding this submission, please do not hesitate to
call me at (828) 252 -0575.
Sincerely,
McGILL ASSOCIATES, P.A.
Greg Hoffinan, PE, CPESC
Project Engineer
cc: Mr. Howell Ferguson
File
P:\2014 \14.00184\Letters \USACE Transmittal Letter 8May2015.doc
55 Broad Street P.O. Box 2259 ph: 828.252.0575
Asheville, North Carolina 28801 Asheville, North Carolina 28802 f: 828.252.2518 www.mcgillengineers.com

McGill
A S S O C I A T E S
May 14, 2015
Ms. Karen Higgins
North Carolina Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street, 91h Floor
Raleigh, North Carolina 27604
RE
Dear Ms. Higgins:
PCN Submittal
Pond Improvements
Macon County, North Carolina
Please find enclosed with this letter four copies of the PCN for the above referenced project
as well as a check in the amount of $240.00 for the review fee.
If you have any comments or questions regarding this submission, please do not hesitate to
call me at (828) 252 -0575.
Sincerely,
McGILL ASSOCIATES, P.A.
Greg finan, PE, CPESC
Project Engineer
cc: Mr. Howell Ferguson
File
P:\2014 \l4.00184\Letters\DWQ Transmittal Letter 14May2015.doc
55 Broad Street P.O. Box 2259 ph: 828.252.0575
Asheville, North Carolina 28801 Asheville, North Carolina 28802 f: 828.252.2518 www.mcgillengineers.com

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Corps action ID no.
o < DWQ project no.
Form Version 1.4 January 2009
rya f� A P fn
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
Q Section 404 Permit
❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 & 16 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ 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 0 No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Pond Repair
2b. County:
Macon
2c. Nearest municipality / town:
Highlands
2d. Subdivision name:
n/a
2e. NCDOT only, T.I.P. or state project no:
n/a
3. Owner Information
3a. Name(s) on Recorded Deed:
Highlands Basha, LLC
3b. Deed Book and Page No.
Book V -25, Pages 1280 -1281
I lnl R
3c. Responsible Party (for LLC if
applicable):
Howell Ferguson
C� ! 1
�- ---- -- ."_ i'
3d. Street address:
P.O. Box 150
I MAY
3e. City, state, zip:
Tallahassee, Florida 32302
Telephone no.:
(850) 228 -4444
K WA E�T RG3UF3f.
C & BFEfj P a 0 n , ,,E
3g. Fax no.:
3h. Email address:
I fergusonhl @aol.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Gregory Hoffman
5b. Business name
(if applicable):
McGill Associates, P.A.
5c. Street address:
P.O. Box 2259
5d. City, state, zip:
Asheville, NC 28802
5e. Telephone no.:
(828) 252 -0575
5f. Fax no.:
(828) 252 -2518
5g. Email address:
greg.hoffman @mcgillengineers.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
7439994825 & 7439997576
1 b. Site coordinates (in decimal degrees):
Latitude: 35.0495 Longitude: - 83.2129
1 c. Property size:
4.75 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Monger Creek
2b. Water Quality Classification of nearest receiving water:
WS -III
2c. River basin:
Little Tennessee
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:
The site is fully developed for residential use with an existing pond. Surrounding land uses include business (primarily golf course) and residential
land uses.
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 865
3d. Explain the purpose of the proposed project:
The purpose of the project is to dredge an existing pond.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached.
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 prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
Comments:
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):
Agency /Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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 ❑ Streams — tributaries ❑ Buffers X❑ 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 T
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 -
Choose one
-
-
S2 -
Choose one
-
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 individually 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 P
Fill
Pond
0.005
O2 P
Dredging
Pond
0.39
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
0.395
4g. Comments: Proposed fill consists of e construction of a new ore ay.
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.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
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 ❑X No If yes, permit ID no:
5i. Expected pond surface area (acres):
0.39
5j. Size of pond watershed (acres):
267.72
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 mitigation, then you 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
Yes /No
B2 -
Yes /No
B3 -
Yes /No
B4 -
Yes /No
B5 -
Yes /No
B6 -
Yes /No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project has been designed for construction to occur "in the dry" in that stream flow will bypass the construction area. A cold water release is being
provided at the outlet structure.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The contractor will be obligated to ensure work occurs "in the dry".
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 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
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ❑X No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes 0 No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The only additional impervious surface associated with this project will be the upgraded spillway.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Town of Highlands
3b.
Which of the following locally - implemented stormwater management programs
apply (check all that apply):
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
4.
DWQ Stormwater Program Review
4a.
Which of the following state - implemented stormwater management programs apply
(check all that apply):
❑Coastal counties
❑HQW
❑ ORW
E] 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 Unit submittal requirements been met?
❑ 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)?
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
❑ 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
Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
El Yes
❑X 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
El Yes
0 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.
this
There wilt be no additional wastewater generated as a result of project.
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
habitat?
❑ Yes ❑ No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ❑X No
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?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential 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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑ No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Flood Insurance Study Number 37113CV000 for Macon County, North Carolina and Incorporated Areas
5 % -
Applicant/Agent's Printed Name
X�( 0��
-� is
Date
Applicant/Agent's Signature
<V)enfs signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

PCN Question 3e.
The project will involve the removal of accumulated sediment from an existing pond. While the pond's
dam is not tall enough to be regulated by the State of North Carolina it will be brought into compliance
by providing spillway capacity for the 100 -year storm, providing a bottom drain and by providing a Cold-
water release.
It is anticipated that equipment used will include excavators, front end loaders, bull dozers and dump
trucks. Bypass of the existing stream will be by gravity bypass pipe or by pumping, however stream flow
will bypass the pond for the duration of the project with either method.

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
DEED BOOK NO.V -25 DEED PAGE NO. 1280 -1281
PARCEL ID: 7439994825 & 7439997576
STREET ADDRESS: 852 Dillard Road Highlands, North Carolina
Please print:
Property Owner: Highlands Basha, LLC
Property Owner: c/o Howell Fer ug son
The undersigned, registered property owners of the above noted property, do hereby authorize
Gregg Hoffman , of McGill Associates, P.A. (Contractor /
Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit
or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
P.O. Box 150 Tallahassee, Florida 32302

Telephone: X850) 228 -4444
We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.
-
Au rized Signature Autho ed Signature
Date: '51-51 t 5
Date:

-
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FOR
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MAY 2015 NOT FOR CONSTRUCTION

NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
REVISED FOR THIS PROJECT
GENERAL. ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND DUALITY
SECTION THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK
1 - INSTALL ALL EROSION CONTROL MEASURES AND STREAM BYPASS AS REQUIRED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
2. - PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
3. - SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
4 - SEED AND MULCH DENUDED AREA NiTHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE STRAW MULCH
SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
UME 4,000 LBS
FERTILIZER (10- 10 -10) 1,000 LEIS
KY -31 FESCUE (PDA PRATENSIS) 100 LEIS
STRAW MULCH 60 -80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET (SETARIA ITAUCA) 40 LEIS
SMALL- STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LEIS
FOR WINTER SEEDING ADD TO THE ABOVE
RYE GRAIN (SECASE CEREALS) 120 LEIS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LEIS
PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR PURE LR EEm SWITCHGRASS 4 LES
SERICEA LESPEDEZA 2 LEIS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LEIS
GRAIN SORGHUM (SORGHUM BICOLOR (L) MOENCH SSP BICOLOR) 2 LBS
ALL SLOPES_ 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING,
NATIVE SEEDING
THE CORRECT SEEDBED pH IS 5.5 TO 6.5
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE BEFORE SEEDING,
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS)
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE 1/4' - 1/2'
GREATER DEPTHS CAUSE HIGH SEED MORTALITY
ARE RE SEED MIXES AND RATES TO MATCH SEEDER USED A NO-TI
SPECIALIZED SEEDING IMPLEMENTS E QU IRED LL.
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING-
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDO). INDIAN GRASS (SORGASTRUM NUTANS). LITTLE BLUESTEM
(SCHIZACHYRIUM SOOPARIUM), SWITCHGRASS (PANICUM VIRGATUM) 15 LBS /ACRE EACH
AUGUST THIRD MAY - GREENRYE (SECALE CEREALE) 25 LBS /ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM) 25 LBS /ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SAUX SERICEA), HAZEL ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER
NOTE NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK
NPDES PERMITS - NOTE -FOR PROJECTS REQUIRING NPDES PERMITS THE
FOLLOWING STABILIZATION SCHEDULE SHALL APPLY
STE AREA
DESCRIPTION
STABILIZATION
TIMFFRAMF
STARII I ATION
TIMFFRAMF EXCEPTIONS
PERIMETER DIKES, SWALES
7 DAYS
NONE
DITCHES AND SLOPES
CABLE TV PEDESTAL
°DOT MGN
HIGH QUALITY WATER
7 DAYS
NONE
(HOW) ZONES
UNDERGROUND FIBER OPTIC CABLE SIGN
{uG roc
SLOPES STEEPER THAN 3.1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
Rater(HQW)
7dav,
NOT STEEPER THAN 2 1, 14 DAYS ARE ALLOWED
Zones
0
7 -DYS FOR SLOPES GREATER
SLOPES 3.1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
7 da}ti
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4 1
14 DAYS
AND HOW ZONES)
NPDES STORMWATER PHASE II
REQUIREMENTS FORCONSDTRUCTION SITES
REVISED FOR THIS
FEDERAL NPDES STORMWATER PHASE II REQUIREMENTS SHALL BE MET BY THE CONTRACTOR
1 - IMPLEMENT THE EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF THE
PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT
2. - PREVENT SPILLING OF FUELS LUBRICANTS COOLANTS HYDRAUUC FLUIDS AND ANY OTHER
PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS
APPROPRIATELY
3. - USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
4 - CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM
THE SITE SO THAT
NO ADVERSE IMPACTS TO WATER QUALITY OCCUR.
5 - INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACIUTIES EVERY SEVEN CALENDAR DAYS
(TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
EPA - APPROVED 303(d) UST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5
INCH OF RAIN IN A 24 -HOUR PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD
OF THE RAINFALL AMOUNTS AND DATES.
B. - OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE
EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE
7 - KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE
DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE
RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON
REQUEST
8. - MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
EFFICIENCY
VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN
WATER ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP TO $27,000 PER DAY UNDER STATE
LAW, A DAILY CIVIL PENALTY OF $10,000 PER VIOLATION CAN BE ASSESSED FOR VIOLATION OF
TERMS OF THE PERMIT
CONSTRUCTION SEQUENCE
1. INSTALL BYPASS AND DRAIN THE POND
POND SHALL BE COMPLETELY DRAINED BEFORE AND DURING CONSTRUCTION
2 INSTALL ALL EROSION CONTROL MEASURES.
3 DREDGE POND AS SHOWN ON GRADING PLAN
4 INSTALL SPILLWAY AND ASSOCIATED STRUCTURES.
5. PLACE ROCK APRON ADJOINING EXISTING CONCRETE DAM
6 COMPLETE POND REPAIR AND ALL ASSOCIATED RESTORATION
7 REQUEST INSPECTION OF COMPLETED REPAIRS BY ENGINEER
8. WHEN ENGINEER'S APPROVAL IS RECEIVED, REFILL POND WHILE
OBSERVING REPAIRS
5. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABUSHED. August 4, 2011 )
6 - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. Mayor Elements of DWQ Construction General Permit
7 - REOLIEST FINAL APPROVAL BY ENGINEER AND TOWN OF HIGHLANDS
"Ills dOCUIlte ➢L couCltos the nmloi elements of the recently -leV d North Carolina Di—join Of Watet Quaity (UN'Q) ConstntcUOu
G •nerd Pemut (NCGLI) with enhph asis placed anplaced those elenrnts that dtitu hon, the previous permit (expiration un August 2,
201 1) Spice the summary list below cannot contain details of ev cry change, the complete permit should be used to assure full
Implementation See http / /portal nedcnr org/web /wq /ws /sit /construction
Site Area
Stabilization
Stabilization rime
Descri tine
me Frame
Frame Exceptions
Peometer dikes.
CABLE TV PEDESTAL
°DOT MGN
scales, dnehcs
7 dav,
None
and slopes
UNDERGROUND FIBER OPTIC CABLE SIGN
{uG roc
High Q­ Ill}
{uo GAS
UNDERGROUND GAS LINE SIGN
Rater(HQW)
7dav,
None
Zones
0
UTILITY POLE
—
GUY WIRE ANCHOR
If slope, are 10 or
Slopes steeper
7 da}ti
less tit lcuglh and ate
than 3 1
STORM DRAIN MANHOLE
Oat aceper than 2 I,
COMMUNICATION MANHOLE
O ELMH
14 days are allowed
(E),B
JUNCTION BOX
7 -days for slopes
Slopes 3 1 or
14 days
heater than 50 Jett
tlattel
ELECTRIC SERVICE STUB -OUT
m length
GAS SERVICE STUB -OUT
®D6
None
All other areas
CURB INLET
Icaxpt for
wt[h
slopes flatter
14 day,
n'ten uud
Than 4 1
WATER VALVE
t
] InR' 7-ncs)
II
' Bxtension, nl omc Ipiay nc approv cu nv Inc pcm,ning auinamy
need on weather or other sne- +pecl0. condrtum, d,, c-mpnanee
uupnuuwnls "(Sc't II BI^ -Kbn
Che valor change In the Pemiii Imm the pre, mops one is the ,honer
times to apply ground selblll7etion such as mulch wheat size, or
gmsse, The NC laws and pile, relating to the Sedum, 1vt .Sewn,
lost place,, ground stabll-it,00 within 21 &a , B-d on the new
PPA recoi —cots and M- month,' work with a peen a o1v o y group
C I'AG the D­ ,,on and LIPA- Jcaclopcd permlL novv cnm.tln,
rcqutreaents for ground :over with n 14, ..dm some place, 7 ,1 y
• No paint or liquid was,, In strewn on, storm drains
• DcdI,.tcd weal to. demolamon ctinsuip,tant and other
waste, must be incited s0' front storm drams and creams
unless no reus unable alternatives available
• harthen- mdtenal at Llipdcs must be located 50' IPum a me
drain, and memos unle,s no reasonable alternative,
available
• Concrete materials mu,[ be controlled to avoid contact with
surf,ue w aters, wet an&. or buffers
.jj _°J jI4 C11ArgCS _iV;}E9eCA41f-IISLEQ`W_dt @YR _ " °':._ ;.- __ -. -'- __
[requirements are the same as in previous Perrot
• the Permit allows reduction from the 20 acre nmmnum If
the Director of DWQ determines that other BNAN provide
equivalent protection _
GENERAL CONSTRUCTION NOTES
REVISION DATE - JUNE 16, 2009
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS THE ENGINEER MAY MAKE GRADE
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2 UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF B' MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (1 BOX IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS
3 ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
4 ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC, SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES 'GULLIES' AND 'WASHED AREAS', THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER
5 DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE
B SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS. PAVEMENT, ETC., MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C ABANDONED UTILITIES SUCH AS CULVERTS. WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTIUTY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTIUTY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM
THE UTILITY INVOLVED
D. ON SITE BURNING IS NOT ALLOWED
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY
THE ENGINEER ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK
8 THE CONTRACTOR SHALL CONTROL ALL 'DUST' BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9 ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3', EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING, THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF t4' -6' TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL 'HYDRO- SEEDER' HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER DISTURBED AREAS SHOULD THEN BE MATTED NTH
SHORT -TERM PHOTODEGRADABLE EROSION CONTROL MATTING
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M -170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 -9 FOR WALL 'B' TYPE
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACIUTIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840 -1 THROUGH 840-3 CURB INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840 G4 DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 84014 JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 84031
13. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B. 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE NTH SECTION
825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH
SECTION 830 AND /OR 834
14. PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
Major Elements of DWQ Construction General Permit- Continued
4 If
e
• Stine weckh m,pecoon requirements
• Same ram gauge & inspections after 0.5 ' ram event
• Impecuons are only reco. ed during "r ommai busmess
bnurs
• Inspecuon reports most be available on -sne dui Ig
hustness hauls unless a ate- spee.fi, C- rapnon Is
approved
• Records must be kept for 3 years and available upon
request
• Flectromcally- available records may be substituted
under Certain conditions
-- K'E- Imp)erik6YtEatign dl' c_W.ReriMlr C- CndigM?5E_� ----
• Projects permmed under the previous pennn can
continue to follow the previously- pemutted conditions
• Complete applcant received prior to August 3, 2011
can full-, conditnns ofapproved application
• Applications re. cived,dter August', 2011 must comply
w th new perm, conditions
EXISTING CONDITIONS LEGEND
°C
TELEPHONE PEDESTAL
-o-o-o-o-o-o-o-o-o-
ELECTRIC PEDESTAL
°°P^
CONCRETE MONUMENT
FED
CABLE TV PEDESTAL
°DOT MGN
SIGN
{CAW
UNDERGROUND CABLE TV SIGN
{w Fog
UNDERGROUND FIBER OPTIC CABLE SIGN
{uG roc
UNDERGROUND TELEPHONE CABLE SIGN
{uo GAS
UNDERGROUND GAS LINE SIGN
1 Etec
JY,
UNDERGROUND ELECTRIC LINE SIGN
E
LIGHT POLE
0
UTILITY POLE
—
GUY WIRE ANCHOR
(E) MH
MANHOLE
(D
SANITARY SEWER MANHOLE
(]SDMH
STORM DRAIN MANHOLE
0
COMMUNICATION MANHOLE
O ELMH
ELECTRICAL MANHOLE
(E),B
JUNCTION BOX
*SI
SPIGOT /YARD HYDRANT
GCO
SEWER CLEAN -OUT
O ESS
ELECTRIC SERVICE STUB -OUT
0G66
GAS SERVICE STUB -OUT
®D6
CATCH BASIN
�G
CURB INLET
0
WATER METER
A
FIRE HYDRANT
OnNAMENT
WATER VALVE
cm BLOW DST
VALV BLOW OFF VALVE
EG/M
GAS METER
sG,
GAS VALVE
w lcv
IRRIGATION CONTROL VALVE
•a PIV
POST INDICATOR VALVE
12 EJUNC
ELECTRIC JUNCTION BOX OR OUTLET
August 4, 2011
61 Canditforis inEranddn& S_edrrn_estaMan Control Plsrr4 °',
Des,gnation on the plans where the 7 and 14 -day 6�ound
Stabth7attoo rcquirument, of the NPDES pemnt apply
D- griatron on the plans vv here barons that comply v, Ith the
surface-vi rthdmwal requirements of the NPDES permit are
located
uew_
�
• No paint or liquid Wastes I stream of storm drains
• Dedicated areas for demolm -n. -istrutuun and other
wanes Wcated 50' Ina m is mt drams and s-am unless
no reasonable alternative, are available
• Farthen- nhaterial ao,kpiles I-med 50 from ,torm
drams unles, no reasonable alternative, available
• Coneiete ntotermols must be controlled to avoid contact
with surface water,, wetlands, or huflen
Qurieni "rgasitis
• Oudct stmcn,ms must mv,hdmw from basin surface
unless dmmage ai ea Ls less than 1 acre
• U,e -nlv DR Q- approved flocculants
° In order fur th, LSSL flan in s,,Fy rhe.onJsm, of Ili, Unnu u,nnn tmncial N-I. LI mu,l idcnm7 area, h, ­h, g,v l d 4abibunun rcquir<nunU appl,• and Ili:
lo,.anon nt the bt,m„hcn th, ­L­-withdrawal rN,er ienL apph
Docunment prepatvd by the Division of Water Quality
NO I DATE I BY
IPS
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CALCULATED POINT
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CONCRETE MONUMENT
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°DOT MGN
DO T CONTROL POINT
I I I I I I I I
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PK NAIL FOUND / SET
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SPINDLE FOUND / SET
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CONTROL POINT /NAIL SET CPS
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NO I DATE I BY
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PK NAIL FOUND / SET
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SPINDLE FOUND / SET
®OPNU9
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CONTROL POINT NAIL SET /FOUND
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FINISHED FLOOR ELEVATION
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LANDFILL GAS MONITORING PROBE
0
SURFACE WATER SAMPLING LOCATION
LANDFILL GAS VENT
C
LANDFILL GAS COLLECTION WELLHEAD
®
POTABLE WATER WELL
a
MAILBOX OR PAPER BOX
°RD
POSTAL DROP BOX
A sAr Goal
SATELLITE DISH
OnNAMENT
STATUE, BIRD BATHS, ETC
�fO'�YAARD
aa))
TREES
SHURBS / BUSHES
CULVERT
FENCE
SILT FENCE
GUARD RAIL
APPROXIMATE LOCATION OF
EXISTING SEWER LINES
APPROXIMATE LOCATION OF
EXISTING WATER LINES
APPROXIMATE LOCATION OF
EXISTING GAS LINES
TOP & TOE LINES
DITCH ONES
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV UNE
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE ONES
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
RIGHT -OF -WAY
TREELINE
SHRUBLINE
PROPERTY LINE NOT SURVEYED
ROCKUNE
STREAM LINE
CENTERLINE ROADS
CENTERLINE OTHER THAN ROADS
SWAMPLINE/WETLANDS
IRON PIN SET
REBAR FOUND
OPEN TOP IRON PIN FOUND
CRIMPED TOP IRON PIN FOUND
CONCRETE MASONRY UNIT
RIGHT OF WAY
CENTERLINE
CURVE (SEE CURVE TABLE)
POINT OF BEGINNING
CALCULATED POINT
PLAT BOOK
DEED BOOK
LINE (SEE LINE TABLE)
BUILDING
CAST IRON PIPE
CORRUGATED METAL PIPE
CONCRETE
CONCRETE MASONRY UNIT
CORRUGATED PLASTIC PIPE
DUCTILE IRON PIPE
ELECTRIC & TELEPHONE
FIBER OPTIC CABLE
GALVANIZED IRON PIPE
OVERHEAD
REINFORCED CONCRETE PIPE
UNDERGROUND
VITRIFIED CLAY PIPE
POLYVINYL CHLORIDE PIPE
FINISHED FLOOR ELEVATION
PAGE
REFERENCE
DEPARTMENT OF TRANSPORTATION
NATIONAL GEODETIC SYRVEY
NORTH CAROLINA STATE PLANE
PRELIMINARY
NOT FOR CONSTRUCTION
REVISION DESCRIPTION
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TOPOGRAPHIC MFOREUMN BY
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PIN NO. 7439994825
HIGHLANDS BASHA LLC - OWNER
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HIGHLANDS GOLF CL INC
DB B -13/PG 148
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SECTION AA
AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT
NOTES
4 ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY
1 COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE -HALF (1/2) 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES CONSTRUCTION AND WILL BE RESTORED TO ORIGINAL CONTOURS
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5 WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
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2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER
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ANTI -SEEP COLLAR DETAIL
6 REFERENCE NCDENR LAND OUAUTY SECTION DESIGN MANUAL 6.06
IN STREAM FOR ANY REASON 6 CIRCULAR OR RECTANGULAR CONFIGURATION MAY BE USED FOR
CONSTRUCTION IN THE MIDDLE OF THE CREEK FLOW
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REVISION DATE - NOVEMBER 3, 2008
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REVISION DATE - NOVEMBER 24, 2009
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REVISION DATE - NOVEMBER 3, 2008
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8' MAX. STANDARD STRENGTH FABRIC WITH WRE FENCE
MIN. 14 GAUGE 6 °X6" WIRE
2 " -5" 3an
(5c -12. m)
6' MA% EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
EROSION
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EXCAVATED CUT
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1 PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S),
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BACKFILL TRENCH
AND COMPACT
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INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
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2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE
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BEYOND
OFETHE TRENCH. NXCHOR
4 "MIN \\ uPSLOPE
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THE RECFP'S WITH A ROW OFF S /STAK S APPROXIMATELY
12" APART IN THE BOTTOM OF THE TRENCH BACKFILL AND COMPACT
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AREA)
THE TRENCH AFTER
STAPLING APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF RECP'S
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(DISTURBED
ROTES.
BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH
2a
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ROW F STAPLES /STAKES SPACED APPROXIMATELY 12° APART ACROSS THE WIDTH OF THE
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1 INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS
RECP'S.
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2 SEE GRADING PLAN FOR LOCATIONS OF CUT AND FILL SLOPES
3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE RECP'S WILL UNROLL WITH
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IMMEDIATELY 1 FILTER BARRIERS SHALL REINSPECTED
AND
ROLON
3. MATTING SHALL BE. NORTH AMERICAN GREEN S150 BN, AMERICAN EXCELSIOR
EROSION CONTROL BLANKET, OR EQUAL, INSTALL ON ALL DISTURBED SLOPES
APPROPRIATE SIDE AGAINST THE SOIL SURFACE ALL RECP'S MUST BE SECURELY FASTENED
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DAILY DURING D RAINFALL
REPAIR SHALL BE MADE AS NECESSARY.
(CHOSEN PRODUCT MUST BE RATED FOR SLOPES 2:1 TO 1:1).
TO SOIL SURFACE BY PLACING AND SPACING STAPLES /STAKES IN APPROPRIATE LOCATIONS
PER MANUFACTURER RECOMMENDATIONS
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2 FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR
4. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS.
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2 " -5" OVERLAP
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SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SOFT)
DEPENDING ON RECP'S TYPE.
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-10g too 70,000 3• SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
5 BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE IN DEP1H, TAMP THE
2
2 70 5R 75 7,500 DEPOSITS REACH APPROXIMATELY 1/3
TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE
5 70 10R 50 5,000 HEIGHT OF BARRIER
10 207L 25 2,500
FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE
STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA,
>207G X 15 7,500
APPROXIMATELY 12" APART ACROSS ENTIRE RECP'S WIDTH
4 REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL 6.62
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"
SHEET
MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S.
SEDIMENTATION /SILT FENCE
SLOPE STABILIZATION WITH MATTING
STAPLE /ROLL INSTALLATION
REVISION DATE - NOVEMBER 3, 2008
REVISION DATE - NOVEMBER 3, 2008
C-501
REVISION DATE - NOVEMBER 3, 2008
NO
DATE
BY
REVISION DESCRIPTION

iv 1115 BARE STEEL REBAR AT 10" ON CENTER
EXPANSION JOINT
r
SUBGRADE
WATERSTOP IN EACH
CLASS 2
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COMPACTED
OF THE SPILLWAY
RIPRAP
SUBGRADE
SYNTHETIC
COMPACTED CABC
+r —� +a:
MATTING
(100% PROCTOR)
APPROVED EQUAL)
(MIRFI 140N)
6" CONCRETE PA
B" MIN
(4000 psi)
COMPACTED CABC
_
(100% PROCTOR)
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NO WASHED
1.- 1.-r 1,-r STONE
COMPACTED J
EXPANSION JOINT
r
SUBGRADE
WATERSTOP IN EACH
JOINT TO THE TOP
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COMPACTED
OF THE SPILLWAY
8" MIN
SUBGRADE
SYNTHETIC
COMPACTED CABC
+r —� +a:
MATTING
(100% PROCTOR)
APPROVED EQUAL)
(MIRFI 140N)
6" CONCRETE PA
SPILLWAY TURN -DOWN
(4000 psi)
SCALE: 1" = 1' -0"
BACKFlLL MATER
COMPACTED IN t
BACKFlLL MATER
COMPACTED IN ;
OVED WARNING TAPE
ABOVE PIPE (PVC ONLY)
BACKFlLL MATERIAL —
COMPACTED IN 6• UFTS
TOP OF WALL
D
#5 BARE STEEL REBAR
AT 10" ON CENTER
MIN.
CONSTRUCTION JOINT TO BE 20' -0" ON CENTER
8' MIN (100% PROCTOR) SPILLWAY ABC SPILLWAY WALLSUCTION JOINT TO TOP OF
CONCRETE SPILLWAY
SCALE- 1" = 1' -0"
NO I DATE I BY
BACKFlLL MATERIAL
COMPACTED IN 3" UFTS
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GATED COPPER
7 WIRE (PVC ONLY)
UNDISTURBED
EARTH
BELL HOLES NOT SHOWN
STANDARD EXCAVATION OVERCUT EXCAVATION
NOTE, ONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL STATE AND LOCAL SAFETY AND
HEALTH REGULATIDNS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMIUAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2 PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFlLL IN TRENCH SHALL BE FOR ACTUAL QUANTITIES
AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL
TYPICAL TRENCHING DETAILS
REVISION DATE - NOVEMBER 3, 2008
PRELIMINARY
NOT FOR CONSTRUCTION
I REVISION DESCRIPTION
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EXPANSION JOINT
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WATERSTOP IN EACH
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STANDARD EXCAVATION OVERCUT EXCAVATION
NOTE, ONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL STATE AND LOCAL SAFETY AND
HEALTH REGULATIDNS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMIUAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2 PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFlLL IN TRENCH SHALL BE FOR ACTUAL QUANTITIES
AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL
TYPICAL TRENCHING DETAILS
REVISION DATE - NOVEMBER 3, 2008
PRELIMINARY
NOT FOR CONSTRUCTION
I REVISION DESCRIPTION
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72' LD PRECAST CONCRET
MANHOLE
TRASH RACK
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SECTION MANHOLE
96'CMP COLD WATER RETURN-,Ral
TRASH RACK DETAIL
NOT TO SCALE
/5 REBAR WELDED TO 96' CMP
AT 24" O C
72" I.D. PRECAST CONCRETE
5 LF. STUB 36" DIP-
2
04 'I -
96 BARS IMBEDED IN
CONCRETE (6 REWIRED)
96' CMP COLD WATER RE
-96' CMP COLD WATER RETURN
NOTE,
H D P E 96' PYRAMID TRASH RACK
MANUFCTURED BY PLASTIC
structural plastic saunorl5, INC
OR APPROVED EQUAL
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support cross bars
with fasteners
attached to
tra ack 7
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TRASH RACK ASSEMBLY
•_ EL 36490 HIGH WATER LEVEL NOT TO SCALE
EL 3645.0 TOP OVERFLOW
—� EL 3644.5 WHEEL OPERATOR FOR GATE VALVE
WATER IFVFI I R 3644 GC7 �n n oorr•rr rnuror.r a•uuror
BOTTOM OF COLD WATER RETURN
EL 3640.0
4 ry
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4.
8" D I. DRAIN
-°
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CONCRETE (MIN
4000 PSI)
PLAN
96' CMP COLD WATER RETURN
/5 REBAR WELDED TO 96" CMP
TOP EL 3644.0
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8' D.I. DRAIN 2
AT 24' 0
72' ID PRECAST CONCRETE MANHOLE
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96" CMP COLD WATER RETURN
ANTI - FLOATATION BLOCK) TO THE COLD WATER RETURN
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72" I.D. PRECAST CONCRETE 1 MANHOLE
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BOTTOM COLD WATER RETURN
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EL 3640 0
15 REBAR (TYP )
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36' DIPS 5 LF. STUB 36' DIP-
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CONCRETE (6 REWIRED)
ELEVATION
11' -2' x 11' -2' x 1' -0' THICK
CONCRETE FOOTING FOR
RISER BASE
NOTE. INSTALL 6x6x2.9x2 9 WWF ® 6" 0 C AS TEMPERATURE
/ SHRINKAGE CONTROL.
CONCRETE ANTI - FLOATATION BLOCK DETAIL
SCALE' 1/2" = 1' -0"
a
1' 0 HOLE
FOR VALVE
2't
3' -1" �3"
3' -4 "t
1" 0 HOLE
FOR VALVE STEM
co � 3"
WELDED 3 8 PLATE
CO COLCDnON ( )
WATER RETURN
NOTE-
ALL WELDS SHALL BE GROUND SMOOTH.
VALVE STEM SUPPORT BRACKET
SCALE: 1" =I 1' -0"
111 2 "-
/5 REBAR WELDED *ND
96" CMP AT EACH
(3 REQUIRED) 72' 1 D PLAN
PRECAST
CONCRETE MANHOLE
96' CMP ' (TYP,)
2'x2' ANGLE WELDED I I " I COLD WATER RETURN SUPPORT
/5 REBAR (6 REWIRED) II��-- -��HF5
COLD WATER RETURN TRASH RACK
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SCALE: 1 = 1' -0'
72' 10 PRECAST CONCRETE MANHOLE
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TOP EL 3644.0
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8' D.I. DRAIN 2
HOT DIP GALVANIZE THE COLD WATER RETURN AFTER ALL
SEE DETAIL
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96" CMP COLD WATER RETURN
ANTI - FLOATATION BLOCK) TO THE COLD WATER RETURN
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72" I.D. PRECAST CONCRETE 1 MANHOLE
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BO COLD WATER RETURN
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EL 3640 0
OVER PIPE END WITH SS BAND
B' DI DRAIN
15 REBAR (TYP )
1
36' DIPS 5 LF. STUB 36' DIP-
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MECHANICAL WATERTIGHT CWPUNG
CONCRETE
ANTI - FLOATATION BLOCK SECTIONAL ELEVATION
NOTE: A WATERTIGHT MASTIC OR SEALANT WILL BE USED IN
THE MANHOLE JOINTS
RISER AND COLD WATER RETURN DETAIL
SCALE. 1/2" = 1' -0"
WHEEL OPERATOR
FOR GATE VALVE
O EL 3644 5
CONSTRUCTION O EQUENCE FOR RISER
N TO SCALE
1. INSTALL 36" D.I.P. BARREL THROUGH DAM.
2. PLACE CONCRETE FOOTING (INCLUDING REBAR)
FOR RISER BASE.
3. INSTALL BASE SECTION OF 72" CONCRETE RISER.
XP 4. INSTALL 36" D.I.P. FROM BASE SECTION TO
BARREL, INCLUDING WATERTIGHT COUPLING.
INSTALL 8" DRAIN LINE TO VALVE LOCATION.
5. INSTALL REMAINDER OF CONCRETE RISER.
6. POUR REMAINDER OF CONCRETE
ANTI — FLOATATION BLOCK, INCLUDING REBAR
SUPPORT FOR COLD WATER RETURN.
7. INSTALL COLD WATER RETURN, INCLUDING
WELDING TO REBAR IN ANTI — FLOATATION BLOCK.
8. INSTALL 8" DRAIN VALVE AND STEM WITH STEM
SUPPORTS.
9. INSTALL TRASH RACK.
10. INSTALL 8" PIPE FROM VALVE, INCLUDING
SCREEN AND STONE CHECK DAM.
SCREEN WITH }" OPENINGS
WITH SS BAND
STEM SUPPORT BRACKETS (2 REWIRED)
WELDED TO 96' CMP
NOTES,
1.
A WATERTIGHT MASTIC OR SEALANT WALL BE USED IN THE
MANHOLE JOINTS.
8' D.I. DRAIN 2
HOT DIP GALVANIZE THE COLD WATER RETURN AFTER ALL
INV ELEV 4
FABRICATION IS COMPLETE.
3
SPOT WELDS CONNECTING #5 REBAR (INBEDDED IN THE
I
ANTI - FLOATATION BLOCK) TO THE COLD WATER RETURN
SHALL BE BITUMINOUS COATED
/5 WASHED STONE
S.S HARDWARE SCREEN }" OPENINGS
PRELIMINARY
OVER PIPE END WITH SS BAND
B' DI DRAIN
NOT FOR CONSTRUCTION
B' FLANGED RESILIENT SEAT GATE VALVE
NO I DATE I BY
REVISION DESCRIPTION
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