20191511 Ver 1_PCN Form Submission_20191031

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02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned
20191511
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office*
Winston-Salem Regional Office - (336) 776-
9800
Information for Initial Review
1a. Name of project:
Kayrroore Dam Repair
1a. Who is the Primary Contact?*
Amy Black, PE
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
10/31 /2019
Nearest Body of Water
South Fork Muddy Creek
Basin
Yadkin-PeeDee
Water Classification
C
Site Coordinates
Latitude:
36.01261
A. Processing Information
County (or Counties) where the project is located:
Forsyth
Is this project a public transportation project?*
r Yes r No
Longitude:
-80.27762
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
V Nationwide Permit (NWP)
r- Regional General Permit (RGP)
r- Standard (IP)
Version# *
1
What amout is owed?*
r $240.00
* $570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
03 - Maintenance
le. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)iress
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
Ile. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Kaymoore Homeowners Association Inc
2b. Deed book and page no.:
Book 2078, Page 3110
2c. Responsible party:
HOA President, c/o Slatter Management Services, Inc
2d.Address
Street Address
4125-G Walker Avenue
Address Line 2
City
Greensboro
Fbstal / Zip Code
27407
2e. Telephone Number:
[phone]
2g. Email Address:*
mandy@slatte ri n c. com
2a. Name(s) on recorded deed:
Bonnie K. Green
2b. Deed book and page no.:
Book 3004, Page 450
State / Rwince / F;bgbn
NC
Country
USA
2f. Fax Number:
[phone]
r Yes G No
rYes G%

2c. Responsible party:
2d.Address
Street Address
160 Lochmoore Ct.
Address Line 2
city
Winston Salem
Fbstal / Zip Code
27127
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Amy Black, PE
4b. Business Name:
LJB Inc.
4c. Address
Street Address
311-A Main Street
Address Line 2
city
Kernersville
Postal / Zip Code
27284
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter"
Kaymoore_AgentForm.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
Kaymoore
1c. Nearest municipality/town:
Winston Salem, NC
2. Project Identification
2a. Property Identification Number:
6822-25-1992
2c. Project Address
Street Address
1970 Cahill Drive
Address Line 2
city
Winston Salem
Postal / Zip Code
27127
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
South Fork Muddy Creek
State / Rmince / legion
NC
Country
USA
2f. Fax Number:
State / Province / %gion
NC
Country
USA
4e. Fax Number:
2b. Property size:
0.74
State / Province / Pegion
NC
Country
USA
292.58KB
3b. Water Resources Classification of nearest receiving water:*

C
3c. What river basin(s) is your project located in?*
Yadkin -Pee Dee
3d. Please provide the 12-digit HUC in which the project is located.
030401011307
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Kaymoore Dam is a small, earthen dam located in a residential area behind 160 Lochmoore Court in Winston Salem, NC. The dam impounds a small pond on the HOA owned property
that includes a playground and short walking path. The dam owner has been issued a Notice of Deficiency from the NC Dam Safety Office citing deficiencies in the structure that
jeopardize the safety of the dam. The dam and area downstream of the dam are grass covered, maintained and mowed by the HOA and homeowners, so there are no wetland areas
within this project.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Fig3USGS_map.pdf 853.57KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Fig2 SoilMap.pdf 79.57KB
4f. List the total estimated acreage of all existing wetlands on the property:
0
49. List the total estimated linear feet of all existing streams on the property:
18
4h. Explain the purpose of the proposed project:*
The purpose of this project is to repair the deficiencies listed in the state's Notice of Deficiency to the dam owner. This project will provide erosion protection on the upstream slope of
the dam and at the outlet discharge location. A toe drain will be added to the downstream slope to protect against damage from seepage. Because this dam is classified as "High
Hazard", the repair project will have to also include additional outlet capacity to safely pass the 1/3 PMP design storm. Additional capacity will be added by installing a larger riser/barrel
system.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
This project will replace a small brick riser and 4" outlet with a 6'x 8' concrete riser and 48" barrel to provide outlet capacity to pass the 1/3 PMP design storm for a high hazard dam. The
downstream slope will be extended to provide a 3 to 1 slope and a toe drain will be installed along the toe of the slope. An appropriately sized energy dissipator will be added at the
outlet location, where erosion is occurring. Construction drawings are being prepared to provide these dam repairs, and the 90 % complete plans are included in this submittal for your
review.
Construction practices will follow guidelines from the NC Erosion and Sediment Control Planning and Design Manual, and there is an Erosion and Sediment Control sheet included in the
plans. The energy dissipator will result in a permanent impact to the stream, but all other impacts of construction will be temporary. The area will be stabilized with permanent seeding
appropriate for the area.
4j. Please upload project drawings for the proposed project.
Kaynioore Dam Oct30.pdf 4.35MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No f Unknown
Comments:
The project area, outside of the inundated pond, is maintained grass lawn.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown 6 NIA
Corps AID Number
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes B No

Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
No. This is a stand-alone project to repair the deficient dam.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands R Streams -tributaries r Buffers
R Open Waters r Pond Construction
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * �13f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
gf
energy dissipator
Permanent
Stabilization
lJT1 to S. Fork Muddy Creek
Perennial
Both
2
Average (feet)
8
(linear feet)
gy
grading :::Ttt::]
Excavation
llT1 to S. Fork Muddy Creek
Perennial
Both
2
Average (feet)
10
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
8
3i. Total stream and ditch impacts:
18
3j. Comments:
4.Open Water Impacts
3i. Total temporary stream impacts:
10
4a. Site # 4a1. Impact Reason 4b. Impact type 4c. Name of waterbody 4d. Activity type 4e. Wate rbody type 4f. Impact area
Pond 1 construction T Kaymoore Pond Other Pond 0.15
49. Total temporary open water Impacts:
0.15
4g. Total open water impacts:
0.15
4g. Total permanent open water impacts:
0.00
4h. Comments:
The permanent impact from adding a 6'x8' riser structure is negligible, less than 0.002 acres. All other impacts are temporary to allow construction of
the structure.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed outlet is located at the e>asting outlet to avoid additional disturbance in removing the existing infrastructure. All impacts are directly
related to dam repair and improvements.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The lake will be drained prior to construction and all work will be completed in dry conditions. An Erosion &Sediment Control plan is included in project
documents.
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 F No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
This project will provide erosion protection for the downstream outlet. There will be no loss of stream. The slope of the dam will be extended in the downstream direction, causing no loss
of open water.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan

1a. Does the project include or is it adjacent toprotected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
This project will not add impervious area and does not require a diffuse flow plan.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
C, Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r` Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
This is a dam repair project and will not result in additional development in the area.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No C WA
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?
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r• Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Fish & Wildlife IPaC service and a phone conversation with Byron Hamstead on 9/6/2019.
Consultation Documentation Upload

MA Consistency Letter_ Northern Long -Eared Bat (NLEB) Consultation and 4(d) Rule Consistency 2019-09-06.pdf 268.15KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat Mapper
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Searched the GIS spatial data from National Register of Historic Places at NPS.gov. Additionally, this project is in a residential subdivision on private
property.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
fris.nc.gov
Miscellaneous
Comments
The attached narrative provides further description of the project.
Miscellaneous attachments not previously requested.
Kaymoore_PC N_Na rrative. pdf
2.58MB
Signature -
R By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a vwitten signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Amy Black
Signature
Date
10/31/2019

PROJECT NARRATIVE
KAYMOORE DAM REPAIRS
STATE ID: FORSY-222
Forsyth County
Winston-Salem, North Carolina
October 2019
Prepared for:
Kaymoore Homeowners Association
Prepared by:
A EWELL j
JEWELL - L�JB f-
PO Box 2294, Kernersville, NC 27285

KAYMOORE DAM REPAIRS
Introduction
Kaymoore Dam is a small, earthen, high hazard dam located in a residential area behind 160
Lochmoore Court in Winston-Salem. The dam owners have been issued multiple inspection
reports and a Notice of Deficiency (NOD) from the NC Dam Safety office citing deficiencies in
the structure that jeopardize the safety of the dam.
Kaymoore Dam (the Project Site) is located in the Kaymoore Subdivision, in the southwest
quadrant of Winston-Salem, near Old Salisbury Road and Darwick Road. Flow enters the stream
from overland flow from an 18 acre watershed, as shown on Figure 1. Flow discharges from the
pond outlet to an unnamed tributary that flows to South Fork Muddy Creek. This project is in
Forsyth County and Figures 2 and 3 show the project area on a county soils map and a USGS
topographical map.
Because this dam is classified as high hazard, this project needs to add outlet capacity and
provide seepage control in order to bring the dam up to current state regulations.
Improvements and Repairs
This project will replace a small brick riser and 4" outlet with a 6'x 8' concrete riser and 48"
barrel to provide outlet capacity to pass the 1/3 PMP design storm for a high hazard dam. The
downstream slope will be extended to provide a 3 to 1 slope and a toe drain will be installed
along the toe of the slope. An appropriately sized energy dissipator will be added at the outlet
location, where erosion is occurring. Construction drawings have been prepared to provide these
dam repairs.
This project constitutes a positive impact by increasing outlet capacity to reduce the risk of
overtopping and providing energy dissipation at the outlet to protect against erosion during
significant storm events. Construction practices will follow guidelines from the NC Erosion and
Sediment Control Planning and Design Manual.
Erosion and Sediment Control Measures
Erosion control methods to be used in the project will include construction entrances/exits,
draining the lake, pump -around operation, temporary sediment trap, silt fences, mulch, temporary
seeding, and permanent seeding.
When working in the stream, the Contractor will be permitted to disturb only as much streambank
as can be stabilized with seeding, mulch and erosion control matting by the end of each work
week or prior to expected substantial rainfall.
Excavation on the dam will be accomplished from the downstream side of the embankment. Soil
will be stockpiled in locations shown on the plans and be surrounded on three sides with silt fence
to keep the soil from migrating to the stream. The downstream slope of the dam will be expanded
to provide a 3 to 1 slope, so excavated soils are expected to be used on site. Unusable material
and debris will be hauled off -site. Weekly and post -rainfall inspection and maintenance of silt
fences will be required.
All construction will take place in the dry. A temporary pump around operation will be used to
divert flow during construction activities.
Kaymoore Dam Repairs page 1
Project Narrative

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Figure 2: Forsyth County Soils Map
Kaymore Dam Repairs
Winston-Salem, NC
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Information Unit; and NO.AA'ANational Centers for Envirom
Data refreshed October2Gl8.
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PROPERTY LEGAL DESCRIPTION:
LOT NO.
AGENT AUTHORIZATION FORM
PLAN NO. PARCEL ID: 6822-26-0111 & 6822-25-1992
STREET ADDRESS: Dam behind 160 Lochmoore Court, Winston-Salem, NC
Please print:
Property Owner: Kaymoore Homeowners Association Inc
Property Owner: Bonnie K. Green (HOA has easement across property to maintain the dam)
The undersigned, registered property owners of the above noted property, do hereby authorize
Amy Black, PE, of JEWELL-UB
(Contractor / Agent) (Name of consulting firm)
to act on the owner's 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):
Kaymoore HOA Inc.
3135 Creighton Lane
Winston Salem, NC 27127
Bonnie Green
160 Lochmoore Court
Winston Salem, NC 27127
We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.
Authorized Signature
Authorized Signa ure
Date: 62�zl 2 Date: `�; oZ ;?Zlly

7
VICP*ffTY MAP NOT TO SCALE
STONY C�
�ISEMINOLE
REV
REVISIONS
BY
DATE
#
LAKE
0
W
I—
D
DRAWN BY:
AWB
CHECKED BY:
JWS
APPROVED BY:
AWB
DC
0
Irn
1O
Irn
OP/
CAHILL
J
EE
—PROJECT
SITE
ISSUE DATE:
OCTOBER 2019
LJB Inc PROJECT NUMBER:
0117337A
0
m
i
Z
PRELIMINARY
NOT FOR
CONSTRUCTION
PREPARED BY:
JEWELL
r
JEWELL - LJ B
PO BOX 2294 LIC # C4123
KERNERSVILLE, NC 27284
[phone] jewel lengineering.pro
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CONCRETE
ME to] ML4 I to] ri"L 0 ink4l 461
ASSOCIATION
REMEDIAL REPAIRS
KAYMOORE DAM
OCTOBER 2019
SHEETINDEX
SHEET
DESCRIPTION
1.0
COVER SHEET, VICINITY MAP, AND SHEET INDEX
2.0
EXISTING CONDITIONS & GENERAL NOTES
3.0
DEMOLITION PLAN
4.0
EROSION & SEDIMENT CONTROL PLAN
5.0
PLAN AND PROFILE
6.0
DETAILS
LEGEND
BOUNDARY LINE
UNSURVEYED LINE
EXISTING CONTOUR WITH ELEVATION
PROPOSED CONTOUR WITH ELEVATION
TEMPORARY SILT FENCE
TEMPORARY PROTECTION FENCE
0 0 0 0
0
0 0 0 0 �
0 0 0 0
RIP RAP
IRON FOUND (as noted)
TREE (as noted)
1 INDICATES DETAIL "1 " WITH
DETAIL LOCATED ON SHEET 3.0;
�-o ALSO REFERRED TO AS DETAIL 1 /3.0
PREPARED FOR:
KAYMOORE HOMEOWNERS ASSOCIATION
Slatter Management Services, Inc.
4125-G Walker Avenue
Greensboro, NC 27407
STANDARD SITE ABBREVIATIONS
CFS CUBIC FEET PER SECOND
C/L CENTERLINE
EG
EXISTING GRADE
EIP
EXISTING IRON PIPE
EL
ELEVATION
ELEV
ELEVATION
EOP
EDGE OF PAVEMENT
EX
EXISTING
MH
MANHOLE
MUTCD
MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES
N/A
NOT APPLICABLE
NOTES:
NCDEQ NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL QUALITY
NCDOT
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NTS
NOT TO SCALE
O/C
ON CENTER
OSHA
OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION
R/W
RIGHT OF WAY
SPECS
SPECIFICATIONS
STA
STATION
TYP
TYPICAL
1. ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE APPLICABLE TO THIS PROJECT.
2. THE SYMBOLS AND ABBREVIATIONS FOR THIS SET OF PLANS DO NOT NECESSARILY
REFLECT SYMBOLS AND ABBREVIATIONS IN THE GEOTECHNICAL ENGINEERING REPORT
AND/OR THE STRUCTURAL PLANS AND DETAILS FOR THIS PROJECT.
CONTACT PHONE NUMBERS:
JEWELL—LJB (ENGINEER)
CITY/COUNTY UTILITIES
WINSTON—SALEM STORMWATER
PIEDMONT NATURAL GAS
DEFINITION OF TERMS:
336-996-9974
336-727-8000
336-727-7480
800-752-7504
OWNER — KAYMOORE HOMEOWNERS ASSOCIATION
ENGINEER — JEWELL—LJB
w what's below.
Call before you
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949 OR 811
Kaymoore yam Repairs
COVER SHEET, VICINITY MAP, & SHEET INDEX
SHEET NO.
1.0

Legend
7/8" Iron Placed
Iron Found (As Noted) Q
Boundary Line
Unsurveyed Lime
Adjoining Boundary Line
Storm Sewer Pipe
Tree (as noted)
Existing Contour
Notes: _ —
1) Brady Surveying Company, P.A., located all surface utilities (vertical and
horizontal) which were accessible to a survey crew. Underground
utilities not discernible by surface appurtenances shown per information
obtained from public/private records, utility entities or others and
should be considered approximate only. Some underground utilities
may not be shown. Brady Surveying Company, P.A., does not guarantee
that all utilities are shown on this map, nor do we guarantee that all
underground utilities are shown accurately.
2) Field survey was completed by July 27, 2017. This drawing shows
topo— graphic conditions of the site at the time of the survey.
3) This property is subject to any easements, agreements, or rights —of —
way of record prior to the date of this mop which were not apparent
at the time of my inspection and might otherwise be disclosed by an
❑ttorney's title opinion which as of date shown hereon has not been
supplied to Brody Surveying Company, P.A. There may be easements
or other matters of record affecting this property not shown hereon.
4)Geodetic Datum acquired via the NCGS VRS/RTN Horizontal ❑atum,-
NAD83(2011) and NAVD88(Geoid 12A) vertical
5) AiI distances shown are measured horizontal ground distances unless
specifically noted otherwise.
Partial Boundary & Topographic Survey
Existing Pond
Winston Township
Forsyth County, North Carolina
August 1, 2017
GRAPHIC SCALE
40 0 20 40 so 1SO
( IN FEET )
I inch = 40 f L
Wady
urveyirig
❑m1) any , P.A. C-583
2990 Bethesda Place, Suite 601—B
Winston—Salem, North Carolina 27103
[phone]
Forsyth Cvun�, North Carolina
1, Jerry W. Ellis, certify that this map was drawn under my supervision from an
actual traditional and a CPS survey made under my supervision (deed description
recorded in Deed Book 3117, Page 1718 and other reference sources as shown);
that the boundaries not surveyed are indicated as dashed lines and drawn from
information shown; that the ratio of precision or positional accuracy for the
traditional survey as calculated by latitudes and departures is 1120,000+; the
following information was used to perform the CPS survey. (1) Class of survey. A
(2) Positional accuracy. 0.10' (3) Type of CPS field procedure: RTK (4) Date of
survey. Jury 27, 2017 (5) Datum: NAD83(2011) (6) NCGS VRS/RTN (7) Geoid
model: 2012a (8) Combined grid factor(s): 0.9999198 (9) Units: US Survey Feet;
that the area was calculated by coordinates; that this ground survey was
performed at the 95% confidence level (2 sigma) to meet Federal Geographic Data
Committee Standards; that this survey was performed to meet the requirements
for a topogrophic/plonimetric survey to the accuracy of Class AA and vertical
accuracy when applicable to the Class A standard, and that the original data was
obtained on July 27, 2017, that the survey was completed on August 1, 2017,
and all coordinates are based on the NCGS VRS/RTN NAD83 and realization (2011)
and all elevations are based on NAVD88 (Geoidl2o); and that this map mee(a;d xef,,,
requirements of The Standards of Practice for land Surveying in North Cwr OCAR�`'�.,r
(21 NCAC 56.1600) and does not meet the requirements of NCGS 47—$`9°.FESSt •'� �'
amended. }- o:4p 4� •.=.
Witness my hand and seal this lst day of August, 2017. _ a SEAL r
'•SU V�
Professional Land Surveyor ;p,•� .•••
��,��.
L - 4558 -41 ell vq! �
REV
REVISIONS
BY
DATE
DRAWN BY:
AWB
CHECKED BY:
JWS
APPROVED BY:
AWB
Now or Formerly
PIN 6622-15-9907
Aher Builders, Inc,
Deed Book 3117, Pogo 1718
Tract (B)
Plot for Stacy & Barbara Rhymer
Plot Book 60. Page 172
DATE:
OCTOBER 2019
LJB Inc PROJECT NUMBER:
0117337A
lt'Pinched
P on
3! $Woken Fran
off fins 0.39'
0 o+00.84
s/• "rra n
r
r
f
T'l
Now or Formerly
PIN 6822-15-9907
Aher Builders, Inc,
Deed Book 3117, Page 1718
Tract (C)
Plat for Stacy & Barbara Rhymer
Plat Book 6O, Page 172
PRELIMINARY
NOT FOR
CONSTRUCTION
f
}
Cohifl Drive
Tl�)
❑
I
iE
_Location Mai
Not to scale
c FES
Inv, 747.57
Now or Formerly
56d 8 �`� PIN 6822-26-1222
Larry Overton and wife
Sharon Overton
Deed Book 2130, Page 870
r— Lot 13
Kaymoore, Section 1
Plat Book 41, Page 113
if
f
�®
m°
�1 Now or Formerly
PiN 6822-26--0111
Kaymoore Homeowners Assoc., Inc. r
Deed Book 2078, Page 3110
Lot S Now Formerly
Kaymoore, Section 1 PiN 6822-26-2126-2i50
Plat Book 41, Page 113 rpbert Hoke Campbell and wife
Louise Trent Campbell
l Il weed Book 2473, Page 2589
Lot 19
- l Kayrnoore, Section I
{il Plat Book 41, Page 113
Existing Pond
E Now or Formerly
PIN 5822-26-2053
Thomas Albright and wife
Carol Albright
Deed Book 2627, Page 2703
Lot 20
N Kaymoore, Section 1
Plat Book 41, Page 113
o \\ j
✓� Now or Formerly ]]
-1lN 6822-25-1992 II
j Bonnie K. Green
Deed Book 3004, Page 450
Lot 21 �J "
Kaymoore, Section 1
Plat Book 41, Page 1130,;rx V-6.
tsu
ofr1 °� fnv- 73-04
I i "5Wid- 1 [1. f 7 ` Total Yj "Iran
32.76' a, 6 7.26 ` �:1rnn 217.80'
-� t I fYs"iron
N85.53 39 E
S/s"Iron
Y", tron 010
fine 6-12'
0'� 37.12
Now or Formerly
PiN 6822-25-0709
Helen Robinson
Deed Book 19C9, Page 1775
Lot 94
Soponi Village, Phase ll
Plat Book 37, sage 81
1Q0.02 0 0
N87.12'38 "E
Now or Formerly
PIN 6822-25•--1841
Robert Scott Warfford
N Deed Book 2822. Page 3247
a Lot 93
p Soponi Village, Phase Il
q) Plat Book 37, Page 81
PREPARED BY:
JEWELL
JEWELL -- LEI B
PO BOX 2294 LIC # C4123
KERNERSVILLE, NC 27284
[phone] jewel lengineering.pro
PREPARED FOR:
KAYMOORE HOMEOWNERS ASSOCIATION
Slatter Management Services, Inc.
4125-G Walker Avenue
Greensboro, NC 27407
Drawing 17111.dwg
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ABOVE GROUND AND
UNDERGROUND FEATURES SHOWN ON DRAWINGS (PLANS). ADDITIONALLY, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR
EXERCISING REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND FEATURES. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN FEATURES ARE DISCOVERED
THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONFIGURATION OF ALL EXCAVATION, UNDERCUT,
AND BACKFILL AREAS AND FOR MAINTAINING A SAFE WORK WORK ENVIRONMENT IN ALL AREAS OF
THE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATORY REQUIREMENTS.
3. CONSTRUCTION AND/OR DEMOLITION ACTIVITY, INCLUDING LOADING AND UNLOADING OF MATERIAL, IS
PROHIBITED BEFORE 7 AM AND AFTER 7 PM MONDAY THROUGH FRIDAY. WORK IS NOT PERMITTED
ON WEEKENDS OR HOLIDAYS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING STRUCTURES, ALL ADJACENT
PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES
OCCUR, THE CONTRACTOR SHALL REPAIR IMMEDIATELY TO THE SATISFACTION OF THE OWNER AND
THE ENGINEER.
5. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR DAMAGES, INJURIES, OR
OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE, INCLUDING
BUT NOT LIMITED TO: HIS EQUIPMENT, COMPLETED WORK, STAGED MATERIALS, AND SITE ACCESS
BY AUTHORIZED AND UNAUTHORIZED PERSONS.
7. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED
CONSTRUCTION ACTIVITIES AT THE JOB SITE.
9. CONTRACTOR SHALL ENSURE THAT ALL WORK IS PERFORMED ACCORDING TO CURRENT OSHA
SAFETY REGULATIONS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE
REPAIRS AT HIS EXPENSE.
11. CONTRACTOR SHALL UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE
THE SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING THE CONSTRUCTION PERIOD.
12. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER, THE OWNER, AND ADJACENT PROPERTY
OWNERS AS REQUIRED FOR WORK OUTSIDE OF HOA PROPERTY OR EASEMENT.
13. CONTRACTOR SHALL NOT LEAVE ANY EXCAVATION OPEN OR UNPROTECTED DURING NON —WORKING
HOURS. CONTRACTOR SHALL UTILIZE SIGNS, FENCES, BARRICADES, ETC, TO ENSURE THE SAFETY OF
BOTH AUTHORIZED AND UNAUTHORIZED PERSONS WHO ENTER THE SITE.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS.
IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, CONTRACTOR SHALL NOTIFY
ENGINEER PRIOR TO CONSTRUCTION.
15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE
FOUND, HE SHALL NOTIFY ENGINEER IMMEDIATELY SO THAT MODIFICATIONS TO THESE DRAWINGS CAN
BE MADE.
16. CONTRACTOR SHALL BE
RESPONSIBLE FOR CONTACTING
THE PROPER UTILITY COMPANIES AND FIELD
LOCATING ALL
UTILITIES
PRIOR TO CONSTRUCTION. ALL
EXISTING UTILITIES AT THE PROJECT SITE
SHALL REMAIN,
UNLESS
OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. ANY TEMPORARY
INTERRUPTIONS
AND/OR
DIVERSIONS IN UTILITIES SHALL
BE APPROVED BY THE ENGINEER AND
PERFORMED IN
ACCORDANCE WITH APPLICABLE FEDERAL,
STATE, AND LOCAL REQUIREMENTS.
17. CONTRACTOR SHALL PREPARE A DETAILED CONSTRUCTION SEQUENCE FOR REVIEW BY THE ENGINEER
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE THE DETAILED CONSTRUCTION SEQUENCE
TO THE ENGINEER AT LEAST 2 WEEKS PRIOR TO BEGINNING OF CONSTRUCTION.
18. FINISHED ELEVATIONS OF ALL HARD SURFACES (CONCRETE) SHALL BE ACCURATE TO = +/— 0.08'.
Kaymoore Dam Repairs
EXISTING CONDITIONS & GENERAL NOTES
SHEET NO.
2.0

ir-
REMOVE AND STOCKPILE TOP SOIL FROM DAM
EMBANKMENT WHERE EXCAVATION IS REQUIRED.
STOCKPILED TOP SOIL WILL BE USED LATER FOR
FINAL GRADING. STOCKPILE LOCATIONS SHALL BE
APPROVED BY THE ENGINEER.
DRIVEWAY AND YARD ACCESS
BY HOA EXISTING EASEMENT.
ANY DAMAGE TO EXISTING D
PROPERTY SHALL BE REPLACE
IN KIND AT THE EXPENSE
OF THE CONTRACTOR.
X
C)
cc
REMOVE EXISTING °o x
U`°° a RISER AND OUT
PIPE.0000
c oo
U00 �—\
74-6
Waterline
k �
TOP
O ano0
_ 48" Pinook '
L7 � � , � � Inv. A6\4�
010 1 "Solid Lo
61 / Iron LOD 3/4 1 ron
LOD LOD —
1%4"Iron
314"Iron �
REV
REVISIONS
BY
DATE
RMOVE GROUP
� REMOVE TREE _ ' .` OF`, TRES
E TREE SERE�u10VAL NOTES.
�I (l
DRAWN BY:
AWB
CHECKED BY:
JWS
APPROVED BY:
AWB
SSUE DATE:
OCTOBER 2019
LJB Inc PROJECT NUMBER:
0117337A
PRELIMINARY
NOT FOR
CONSTRUCTION
PREPARED BY:
JEWELL
LJ B
PO BOX 2294 LIC # C4123
KERNERSVILLE, NC 27284
[phone] jewel lengineering.pro
PREPARED FOR:
DEMOLITION NOTES
1. ALL WORK SHALL BE PERFORMED WITHIN KAYMOORE HOA PROPERTY OR TEMPORARY CONSTRUCTION
EASEMENT WITHIN THE PROJECT AREA AS SHOWN ON THE PLANS.
2. TREES WITHIN THE CONSTRUCTION LIMITS OR LIMITS OF DISTURBANCE THAT DO NOT CONFLICT WITH
CONSTRUCTION SHALL REMAIN AND BE PROTECTED FROM DAMAGE, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
3. DEMOLITION SHALL INCLUDE THE COLLECTION AND REMOVAL OF ALL TREES, STUMPS, BRUSH, VEGETATION,
TRASH, DEBRIS, WASTE CONCRETE, WASTE ASPHALT, WASTE PIPING, AND ANY OTHER UNSUITABLE MATERIAL
WITHIN THE LIMITS OF CLEARING AND GRUBBING, UNLESS INDICATED OTHERWISE ON THE PLANS OR DIRECTED
BY THE ENGINEER.
4. DEMOLITION SHALL INCLUDE THE REMOVAL OF ALL DEBRIS AT ALL TEMPORARY DRAINAGE DEVICES. THE
REMOVAL OF DEBRIS SHALL BE MAINTAINED TO ALLOW CONSTANT DRAINING OF THE POND DURING
CONSTRUCTION.
5. EXISTING TOPSOIL SHALL BE STOCKPILED FOR LATER USE BY THE CONTRACTOR.
SE TI 0 S OF EXISTING FENCE 6. ANY STOCKPILES, ETC., SHALL BE REMOVED BY THE CONTRACTOR PRIOR TO CONSTRUCTION COMPLETION,
UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
TO E MOVED TO PROVIDE
A E D BE REPLACED
AT D OF CONSTRUCTION.
TREE REMOVAL NOTES
1. CUT THE TREE APPROXIMATELY TWO FEET ABOVE GROUND LEAVING A WELL—DEFINED STUMP THAT CAN BE
USED IN THE ROOTBALL REMOVAL PROCESS
2. REMOVE THE STUMP AND ROOTBALL BY PULLING THE STUMP, OR BY USING A TRACK —MOUNTED BACKHOE
",/-,ron TO FIRST LOOSEN THE ROOTBALL BY PULLING ON THE STUMP AND THEN EXTRACTING THE STUMP AND
ROOTBALL ALL TOGETHER.
3. REMOVE THE REMAINING ROOT SYSTEM AND LOOSE SOIL FROM THE ROOTBALL CAVITY BY EXCAVATING THE
SIDES OF THE CAVITY TO SLOPES NO STEEPER THAN 1:1 AND THE BOTTOM OF THE CAVITY APPROXIMATELY
HORIZONTAL.
4. BACKFILL THE EXCAVATION WITH WELL —COMPACTED SOILD PLACED IN LIFTS NOT GREATER THAN EIGHT
INCHES IN LOOSE LIFT THICKNESS. SEE TECHNICAL SPECIFICATIONS SECTION 02300: FILLING & STABILIZING.
KAYMOORE HOMEOWNERS ASSOCIATION
Slatter Management Services, Inc.
4125-G Walker Avenue
Greensboro, NC 27407
0 10' 20'
SCALE: 1 "= 20'
40'
Kaymoore Dam Repairs
DEMOLITION PLAN
SHEET NO.
3.0

TEMFPORRY
PROCT1�N
'FENCE
LIMITS OF
DISTURBANCE
0.5 ACRE
LAKE DRAIN
INLET
M� \PROPOSED REINFORCED
CONCRETE BOX RISER/
OUTLET DISCHARGE ®,
E BASIN
i
� Waterline k
0 10' 20'
SCALE: 1 "= 20'
40'
314 "Iron
of
op
Pino��
-48"
"Solid/
1
\
on -
- -
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC
WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET OR EXISTING
GRAVEL/PAVED SURFACE.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE
CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. NCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE
CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING
GROUND
z
EO
50' MIN.
CONSTRUCTION ENTRANCE
NOT TO SCALE
REV
REVISIONS
BY
DATE
PRIVATE DRIVEWAY
TYPE II FILTER FABRIC
UNDER 2"-3" COURSE AGGREGATE
DRAWN BY: AWB
CHECKED BY: JWS
APPROVED BY: AWB
%4"Iron
TEMPORARY
SILT -
FENCE
TEMPORARY
CONSTRUCTION
ENTRANCE
400
777 --�4"Iron
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=11
I I n n :: -•
• -• • -• -•
ISSUE DATE:
OCTOBER 2019
LJB Inc PROJECT NUMBER:
0117337A
TEMPORARY SILT FENCE
NOT TO SCALE
PRELIMINARY
NOT FOR
CONSTRUCTION
PREPARED BY:
JEWELL
r
JEWELL - LJB
PO BOX 2294 LIC # C4123
KERNERSVILLE, NC 27284
[phone] jewel lengineering.pro
X
X
X
n
TEMPORARY
- SILT
FENCE
PRIVATE DRIVEWAYTO
BE USED FOR SITE
ACCESS. IF DAMAGED,
DRIVEWAY TO BE
REPLACED AT PROJECT
COMPLETION.
%2 "Iron
EROSION CONTROL NOTES
1. CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION
CONTROL DEVICES PRIOR TO COMMENCING
EARTHWORK. CONTRACTOR SHALL BE RESPONSIBLE
FOR ENSURING THAT ALL EROSION CONTROL
MEASURES COMPLY WITH APPROVED PLANS AND ARE
IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS
OF THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY AND APPLICABLE STATE AND
LOCAL LAWS AND ORDINANCES.
2. PERMITS HAVE BEEN/WILL BE OBTAINED FROM NCDEQ
AND THE US ARMY CORPS OF ENGINEERS FOR THIS
PROJECT. CONTRACTOR SHALL COMPLY WITH ALL
PERMIT CONDITIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
ACCOMMODATION AND MAINTENANCE OF BASE AND
STORM FLOWS IN ALL AREAS OF THE PROJECT SITE
THROUGHOUT THE CONSTRUCTION PERIOD.
4. ALL DAM AND OUTLET CHANNEL WORK SHALL BE
PERFORMED IN THE DRY. CONTRACTOR SHALL TAKE
APPROPRIATE ACTION TO ENSURE THAT SUCH
REQUIREMENTS ARE SATISFIED.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
CONFIGURATION (ELEVATION, SIZE, SIDE SLOPES,
CREST WIDTH, HEIGHT, DEPTH, MATERIAL, SEQUENCING,
ETC.) REGARDING CONSTRUCTION OF ALL COFFERDAMS,
DIVERSION PIPING AND SWALES, EXCAVATIONS, ETC.,
SUCH THAT ALL APPLICABLE FEDERAL, STATE, AND
LOCAL REGULATORY REQUIREMENTS ARE SATISFIED.
6. CONTRACTOR SHALL INSTALL AND MAINTAIN STONE
OUTLETS AT ALL LOW POINTS ALONG SILT FENCE
THROUGHOUT CONSTRUCTION SITE, LOCATIONS TO BE
DETERMINED IN THE FIELD.
7. CONTRACTOR SHALL PROPERLY FILL, GRADE, AND
STABILIZE ALL TEMPORARY DIVERSION SWALES PRIOR
TO COMPLETION OF CONSTRUCTION.
8. UPON COMPLETION OF FINAL GRADING, ALL DISTURBED
AREAS OF THE CONSTRUCTION SITE ABOVE THE
PROPOSED NORMAL POOL OF THE LAKE SHALL BE
STABILIZED WITH VEGETATION IN ACCORDANCE WITH
THE CONSTRUCTION SPECIFICATIONS AND THE
SPECIFICATIONS ON THESE PLANS.
9. CONTRACTOR SHALL ENSURE THE TEMPORARY
DIVERSION SYSTEM REMAINS OPEN AND CLEAR OF
DEBRIS AT ALL TIMES.
10. ONCE CONSTRUCTION BEGINS, THE LAKE SHALL
REMAINED DRAINED AT ALL TIMES UNTIL APPROVAL TO
IMPOUND IS AUTHORIZED BY THE STATE DAM SAFETY
OFFICE, NCDEQ.
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
CLASS I RIPRAP SPLASH
PAD
1.
INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE
DESIGNATED PROJECT WORKING AREA.
SPECIAL STILLING BASIN
2.
THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE
(SEE PROJECT SPECIAL
TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM
PROVISIONS)
OF THE WORK SITE.
3.
INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS
FOR STREAM DIVERSION.
EWATERING PUMP
4.
INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF
NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR
THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK
AREA. THIS WATER WILL FLOW INTO A SPECIAL STILLING BASIN.
5.
THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN
ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL
CONSTRUCTION SEQUENCE.
6.
THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER
TEMPORARY
BEFORE REMOVAL OF THE IMPERVIOUS DIKE. REMOVE IMPERVIOUS DIKES,
IMPERVIOUS DIKE (SEE
FLEXIBLE
PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE
PROJECT SPECIAL
HOSE
DOWNSTREAM DIKE FIRST.
PROVISIONS)
EXISTING
7.
ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS
---'CHANNEL
AND STABILIZE DISTURBED AREAS WITH SEED AND MULCH.
TEMPORARY) NOTES:
PIPING 1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM
STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
STABILIZED IN ONE WORKING DAY.
4. PROVIDE STABILZED OUTLET TO STREAM BANK.
PUMP AROUND PUMP
IMPERVIOUS
DIKE (SEE
PROJECT
SPECIAL
PROVISIONS)
EXISTING
GROUND 12" MIN. CLASS A STONE
SPECIAL STILLING BASIN TOP OF STREAM BANK
r�-K- - - - - - -
PROVIDE STABILIZED
FILTER FABRIC f OUTLET TO STREAM
FOR DRAINAGE BANK
TYPE 2
(NON -WOVEN)
PREPARED FOR:
KAYMOORE HOMEOWNERS ASSOCIATION
Slatter Management Services, Inc.
4125-G Walker Avenue
Greensboro, NC 27407
SANDBAG/ST
BASEFLOW
WORKING
AREA FLOW
IMPERVIOUS SHEET
IMPERVIOUS DIKE
TYPICAL PUMP AROUND OPERATION
NOT TO SCALE
SUGGESTED CONSTRUCTION SEQUENCE
1. NOTIFY OWNER OF ANY TEMPORARY INTERRUPTIONS IN
UTILITIES, IF NECESSARY.
2. INSTALL CONSTRUCTION ENTRANCE(S) WITH PROPER ROADWAY
BARRIERS AND SIGNS, IF NECESSARY, IN ACCORDANCE WITH
ALL APPLICABLE NCDOT AND LOCAL REGULATORY REQUIREMENTS.
3. INSTALL EROSION CONTROL MEASURES.
4. CLEAR AND GRUB THE SITE OF TREES, BRUSH, AND TRASH.
5. CONSTRUCT PRIMARY RISER, BARREL, AND OUTLET
PROTECTION.
6. CONSTRUCT EMBANKMENT SLOPE AND TOE DRAIN.
7. BACKFILL AND REPLACE TOP SOIL.
8. SEED AND MULCH DISTURBED AREAS.
9. CALL FOR PRE -FINAL INSPECTION AND OBTAIN APPROVAL
FROM THE ENGINEER.
10. REMOVE TEMPORARY EROSION CONTROL MEASURES UPON
PROPER STABILIZATION OF DISTURBED AREAS.
11. CALL FOR FINAL INSPECTION AND OBTAIN FINAL APPROVAL
FROM THE ENGINEER.
LAKE DRAW DOWN PLAN
1. LAKE SHALL BE PUMPED DOWN AT A RATE NOT TO EXCEED
ONE FOOT WATER SURFACE ELEVATION PER DAY.
SURFACE AREA OF LAKE = 81320 SQUARE FEET
MAXIMUM DRAW DOWN = 81320 CUBIC FEET PER 24 HOURS.
81320 CUBIC FEET PER DAY = 0.94 CFS = 450 GPM
2. PUMPED DISCHARGE FROM THE LAKE MUST BE DISCHARGED
THROUGH A FILTER BAG UNLESS THE FOLLOWING CONDITIONS
CAN BE MET:
1 - INTAKE IS AT LEAST ONE FOOT ABOVE LAKE BOTTOM
AT POINT OF INTAKE.
2 - PUMPED FLOW IS DISCHARGED TO A RIPRAP PAD FOR
ENERGY DISSIPATION. SEE DETAILS 3/4.0 AND 4/4.0
FOR TYPICAL PUMP AROUND AND DEWATERING WITH
FILTER BAG DETAILS.
3. AS THE LAKE LOWERS, CONTRACTOR SHALL INSPECT DISCHARGE
TO CONFIRM THAT SEDIMENT IS NOT BEING TRANSMITTED
DOWNSTREAM.
4. FLOW BEING PUMPED FROM LESS THAN ONE FOOT ABOVE THE
LAKE BOTTOM AT THE POINT OF INTAKE SHALL BE DISCHARGED
THROUGH A FILTER BAG.
5. ONCE CONSTRUCTION BEGINS, THE LAKE SHALL REMAINED
DRAINED AT ALL TIMES UNTIL APPROVAL TO IMPOUND IS
AUTHORIZED BY THE STATE DAM SAFETY OFFICE, NCDEQ.
INSTALLATION
1. LIFTING STRAPS SHALL BE PLACED UNDER THE FILTER BAG TO FACILITATE
REMOVAL AFTER USE.
2. PLACE FILTER BAG ON A LEVEL STABILIZED AREA OVER GRAVEL.
3. INSERT DISCHARGE HOSE FROM PUMP INTO FILTER BAG A MINIMUM OF SIX
INCHES (6") AND TIGHTLY SECURE WITH STRAP TO PREVENT WATER FROM
FLOWING OUT OF THE BAG WITHOUT BEING FILTERED.
4. REPLACE THE UNIT WHEN ONE HALF (2) FULL OF SEDIMENT OR WHEN SEDIMENT
HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL
RATE.
5. MATERIAL REMOVED FROM SILT BAGS CAN BE SPREAD ON SITE AS LANDSCAPE
MATERIAL AS LONG AS IT HAS BEEN ADEQUATELY DEWATERED SUCH THAT IT
WILL NOT MIGRATE DOWNSLOPE WHEN PLACED. SILT BAG MATERIAL SHALL NOT
BE USED AS BACKFILL OR PLACED WHERE STRUCTURAL MATERIAL IS REQUIRED.
SIZE AND NUMBER OF
FILTER BAGS BASED ON
DEWATERING PUMPING RATE
TIE DOWN STRAP PUMPED
DISCHARGE
FILTER BAG
�--�� FLOW
FILTERED WATER
DEWATERING
PUMP PUMP
DISCHARGE
HOSE
4 DEWATERING WITH FILTER BAG DETAIL
4.0 NOT TO SCALE
Kaymoore Dam Repairs
EROSION & SEDIMENT CONTROL PLAN
SHEET NOI
4.0

i
000
//'REINFORCED CONCRETE
BOX RISER
6'X8'X8' DEEP
CREST ELEVATION 745.50
CONCRETE PAD
CONCRETE CRADLE
SAND FILTER DIAPHRAGM
HEADWALL.
NC DOT 838.80
SEE DETAIL 1 /5.1
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LAKE DRAIN
SEE DETAIL 1 /5.0
0 0
TOE DRAIN 0
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SEE DETAILS voo �������
2/5.0 & 3/5.0
0
4" PERF. PVC TOE DRAI
PIPE INSTALLED UNDER
48" RCP. 4" PVC TO
OUTLET AT HEADWAL IN
TWO LOCATIONS.
U
3/4 "1 ron
EMBANKMENT & RISER/BARREL PLAN VIEW
%2"Iron
5' 20' 40'
1 "- 0'
748
BOX RISER
EXISTING GRADE
CRI
ST ELEV 745.5
MAN
INV OUT 738.0
OLE STEPS
/ \ PROPOSED GRAD
\ SAND FILTER DIAPHRAGM
SEE DETAIL 4/5.1
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VALVE /
HEADW
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SEE SPECI
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\ NC DO
838.80
INV IN
\
37.5
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GRAVEL BEDDING
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— — — —
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\
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0 0 o CRADLE
0
GEOTEXTILE
MIN 12
EXISTING GRADE.
c
FABRIC
4" PE
F. PVC TOE
DRAIN PIPE
INSTALLED
UNDER
48 RCP.
— —
LOW FLOW AREA 4" PVC TO
OUTLET AT TOE DRAIN
GEOTEXTILE
AT LAKE DRAIN. HEADWAL
SEE DETAIL 1 /5.0
ON EITHER SEE DETAIL 2/5.0.
FABRIC (TYP.)
730
SIDE OF
48 PIPE..
0+ 00 0+ 50 1 + 00 1 + 50
REV
REVISIONS
BY
DATE
RISER/BARREL PROFILE
DRAWN BY:
AWB
CHECKED BY:
JWS
APPROVED BY:
AWB
DATE:
OCTOBER 2019
LJB Inc PROJECT NUMBER:
0117337A
PRELIMINARY
NOT FOR
CONSTRUCTION
PREPARED BY:
jEWELL
Ir
-JEWELL - LJ B
PO BOX 2294 LIC # C4123
KERNERSVILLE, NC 27284
[phone] jewel lengineering.pro
PREPARED FOR:
KAYMOORE HOMEOWNERS ASSOCIATION
Slatter Management Services, Inc.
4125-G Walker Avenue
Greensboro, NC 27407
s" DI
INV. ELEV
738.5
90' BEND
LOW AREA BELOW
LAKE DRAIN.
8' X 8' MINIMUM
745
TOE DRAIN PROPOSED
WASHED #57 STONE GRADE
WRAPPED IN NON —WOVEN
FILTER FABRIC. EXISTING
GRADE
740 — — — —
TOE DRAIN OUTLET
4" PERFORATED PVC
4" PVC SLOPED AT 2% GRADE
OUTLET TO TOWARDS 48" RCP WITH
DISCHARGE OUTLETS TO HEADWALL
AT HEADWALL. AS SHOWN.
730
0+00 0+50 1 +00 1 +50
2 TOE DRAIN PROFILE
�-o
748 EXISTING
GRADE
NORMAL POOL ELEV = 745.5 PROPOSED GRDE
745 SEE BENCHING DETAIL 6/5.1
RIPRAP
\ 3:1
#57 BEDDING STONE /
GEOTEXTILE \
740 FABRIC TOE DRAIN
/ \ TIE INTO EXISTING
GRADE AND PROVIDE
POSITIVE DRAINAGE
�
FULLY WRAP #5 STONE IN � o
NON —WOVEN FILTER FABTO OUTFACE
RIC (TYP.) o
730
0+00 0+50 1 +00 1 +50
3 TYPICAL EMBANKMENT CROSS SECTION
�-o
Kaymoore Dam Repairs
PLAN AND PROFILE
r
SHEET NO.
5.0
748 EXISTING
GRADE
NORMAL POOL ELEV = 745.5 PROPOSED GRDE
745 SEE BENCHING DETAIL 6/5.1
RIPRAP
\ 3:1
#57 BEDDING STONE /
GEOTEXTILE \
740 FABRIC TOE DRAIN
/ \ TIE INTO EXISTING
GRADE AND PROVIDE
POSITIVE DRAINAGE
�
FULLY WRAP #5 STONE IN � o
NON —WOVEN FILTER FABTO OUTFACE
RIC (TYP.) o
730
0+00 0+50 1 +00 1 +50
3 TYPICAL EMBANKMENT CROSS SECTION
�-o
Kaymoore Dam Repairs
PLAN AND PROFILE
r
SHEET NO.
5.0
Kaymoore Dam Repairs
PLAN AND PROFILE
r
SHEET NO.
5.0

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SHEET 1 OF 1
838.80
9' MIN.
2' ABOVE PIPE,
2' BELOW ADJACENT
CONCRETE CRADLE.
ELEVATION
W2 (FT.
n I A \1
4" PVC FROM
TOE DRAIN.
SEE DETAIL 2/5.1.
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
- 6" MIN. BETWEEN
PIPE INVERT AND
CONCRETE SLAB.
V-'
rem 1 I I IN,
H2
H1
I
I
—
6
8" O.C.(TYP.)
LREFER
TO CHART
FOR BAR SIZE
SIDE
NOTES:
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
PRECAST CONCRETE ENDWALL
NOT TO SCALE
NCDOT TYPE II
GEOTEXTILE FABRIC
SAND FILTER
C-33, MAXIMUM 3% FINES
48" RCP
ADJACENT CONCRETE CRADLE
NOTES:
1. MINIMUM LENGTH OF FILTER IS 5 FEET
2. CONTRACTOR TO PROVIDE OWNER'S
TESTING AGENCY WITH A SAMPLE OF
C-33 SAND FOR GRADATION TESTING
IN ADVANCE OF CONSTRUCTION.
3. PLACE SAND WITH CLEAN
CONSTRUCTION EQUIPMENT.
4. WET SAND IN -PLACE AND LIGHLTY
TAMP WITH HAND-HELD TAMPER.
5. VARMIT GUARD SCREEN TO BE
INSTALLED ON 4" GSP AT OUTLET.
SAND FILTER DIAPHRAGM DETAIL
NOT TO SCALE
REV
REVISIONS
BY
DATE
#
DRAWN BY:
AWB
CHECKED BY:
JWS
APPROVED BY:
AWB
DATE:
OCTOBER 2019
LJB Inc PROJECT NUMBER:
0117337A
740
730
PRELIMINARY
NOT FOR
CONSTRUCTION
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10 20
SECTION A THROUGH STILLING BASIN
PREPARED BY:
JEWELL
Ir
'JEWELL - LLI B
PO BOX 2294 LIC # C4123
KERNERSVILLE, NC 27284
[phone] jewel lengineering.pro
NOT TO SCALE
GALVANIZED HARDWARE CLOTH
MIN 19 GAUGE, MAXIMUM 1 /2" OPENINGS
DUCTILE IRON FILLER FLANGE
8" DIP ATTACHED WITH GALVANIZED
LAKE DRAIN STEEL BOLTS
PIPE
PREPARED FOR:
0 0�
0
0
0 0,/,
8" DIP STRAINER
NOT TO SCALE
HEADWALL
12' A
0 0�
0
0
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01, 1014 A FMl\,
GABION SILL
8'
20'
���=11111-10"k
KAYMOORE HOMEOWNERS ASSOCIATION
Slatter Management Services, Inc.
4125-G Walker Avenue
Greensboro, NC 27407
SEE PROFILE ON
SHEET 5.0 FOR
PROFILE SECTION
J
4 °
Y, jr a
a '4 ° -
4
N V
1' MIN
BELOW 4a71 .
4 J I
PIPE
a,
4 0
7' MIN
CONCRETE UP TO
SPRINGLINE OF PIPE
3—#5 TOP & BOTTOM
CONTINUOUS
#3 TIES @ 18" O/C
HOLD BARS 3" CLEAR
FROM SIDES & BOTTOM
OF CONCRETE
CONCRETE CRADLE DETAIL
NOT TO SCALE
USE DOZER BLADE TO
CUT OFF LOOSE SOIL 0
SLOPE FACE AND TO
KEY NEW FILL IN TO
SLOPE IN STAIR —STEP
PATTERN.
SLOPE FACE
12" MIN.
SLOPE BENCHING DETAIL
NOT TO SCALE
Kaymoore Dam Repairs
DETAILS
r
SHEET NO.
5.1

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
http://www.fws.2ov/nc-es/es/cog fr
IPaC Record Locator: 149-18175192
71.
Fisdi s WNNJJUrV.
14L'][ ,N,pf
t
September 06, 2019
Subject: Consistency letter for the 'Kaymoore Dam Repair' project indicating that any take of
the northern long-eared bat that may occur as a result of the Action is not prohibited
under the ESA Section 4(d) rule adopted for this species at 50 CFR § 17.40(o).
Dear Amy Black:
The U.S. Fish and Wildlife Service (Service) received on September 06, 2019 your effects
determination for the 'Kaymoore Dam Repair' (the Action) using the northern long-eared bat
(Myotis septentrionalis) key within the Information for Planning and Consultation (IPaC)
system. You indicated that no Federal agencies are involved in funding or authorizing this
Action. This IPaC key assists users in determining whether a non -Federal action may cause
"take"L11 of the northern long-eared bat that is prohibited under the Endangered Species Act of
1973 (ESA) (87 Stat.884, as amended; 16 U.S.C. 1531 et seq.).
Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a
result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at
50 CFR § 17.40(o). Unless the Service advises you within 30 days of the date of this letter that
your IPaC-assisted determination was incorrect, this letter verifies that the Action is not likely to
result in unauthorized take of the northern long-eared bat.
Please report to our office any changes to the information about the Action that you entered into
INC, the results of any bat surveys conducted in the Action area, and any dead, injured, or sick
northern long-eared bats that are found during Action implementation.
If your Action proceeds as described and no additional information about the Action's effects on
species protected under the ESA becomes available, no further coordination with the Service is
required with respect to the northern long-eared bat.
The IPaC-assisted determination for the northern long-eared bat does not apply to the following
ESA -protected species that also may occur in your Action area:
• Small-anthered Bittercress, Cardamine micranthera (Endangered)

09/06/2019 IPaC Record Locator: 149-18175192
You may coordinate with our Office to determine whether the Action may cause prohibited take
of the animal species listed above.
[I ]Take means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to
attempt to engage in any such conduct [ESA Section 3(19)].

09/06/2019 IPaC Record Locator: 149-18175192 3
Action Description
You provided to IPaC the following name and description for the subject Action.
1. Name
Kaymoore Dam Repair
2. Description
The following description was provided for the project'Kaymoore Dam Repair':
This project will replace an undersized riser/barrel, extend the downstream slopes
to obtain 3:1 slope, add a toe drain, and provide energy dissipation at the outlet
with a stilling basin for this existing dam in a residential subdivision. Total
disturbed area is less than one acre.
Approximate location of the project can be viewed in Google Maps: https://www.google.com/
maps/place/36.01255389362216N80.2776621305668W
Determination Key Result
This non -Federal Action may affect the northern long-eared bat; however, any take of this
species that may occur incidental to this Action is not prohibited under the final 4(d) rule at 50
CFR § 17.40(o).
Determination Key Description: Northern Long-eared Bat 4(d) Rule
This key was last updated in IPaC on May 15, 2017. Keys are subject to periodic revision.
This key is intended for actions that may affect the threatened northern long-eared bat.

09/06/2019 IPaC Record Locator: 149-18175192
The purpose of the key for non -Federal actions is to assist determinations as to whether proposed
actions are excepted from take prohibitions under the northern long-eared bat 4(d) rule.
If a non -Federal action may cause prohibited take of northern long-eared bats or other ESA -listed
animal species, we recommend that you coordinate with the Service.

09/06/2019 IPaC Record Locator: 149-18175192 5
Determination Key Result
Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a
result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at
50 CFR § 17.40(o).
Qualification Interview
1. Is the action authorized, funded, or being carried out by a Federal agency?
No
2. Will your activity purposefully Take northern long-eared bats?
No
3. Is the project action area located wholly outside the White -nose Syndrome Zone?
Automatically answered
No
4. Have you contacted the appropriate agency to determine if your project is near a known
hibernaculum or maternity roost tree?
Location information for northern long-eared bat hibernacula is generally kept in state
Natural Heritage Inventory databases — the availability of this data varies state -by -state.
Many states provide online access to their data, either directly by providing maps or by
providing the opportunity to make a data request. In some cases, to protect those resources,
access to the information may be limited. A web page with links to state Natural Heritage
Inventory databases is available at www.fws.gov/midwest/endangered/mammals/nleb/
nhisites.html.
Yes
5. Will the action affect a cave or mine where northern long-eared bats are known to
hibernate (i.e., hibernaculum) or could it alter the entrance or the environment (physical or
other alteration) of a hibernaculum?
No
6. Will the action involve Tree Removal?
Yes
7. Will the action only remove hazardous trees for the protection of human life or property?
Yes

09/06/2019 IPaC Record Locator: 149-18175192 6
Project Questionnaire
If the project includes forest conversion, report the appropriate acreages below.
Otherwise, type `0' in questions 1-3.
1. Estimated total acres of forest conversion:
z
2. If known, estimated acres of forest conversion from April 1 to October 31
0
3. If known, estimated acres of forest conversion from June 1 to July 31
0
If the project includes timber harvest, report the appropriate acreages below.
Otherwise, type `0' in questions 4-6.
4. Estimated total acres of timber harvest
0
5. If known, estimated acres of timber harvest from April 1 to October 31
0
6. If known, estimated acres of timber harvest from June 1 to July 31
0
If the project includes prescribed fire, report the appropriate acreages below.
Otherwise, type `0' in questions 7-9.
7. Estimated total acres of prescribed fire
0
8. If known, estimated acres of prescribed fire from April 1 to October 31
0
9. If known, estimated acres of prescribed fire from June 1 to July 31
0
If the project includes new wind turbines, report the megawatts of wind capacity
below. Otherwise, type `0' in question 10.

09/06/2019 IPaC Record Locator: 149-18175192
10. What is the estimated wind capacity (in megawatts) of the new turbine(s)?