20060060 Ver 2_Application_20160302

'4 OCO
TO Karen Hiooins
401 & Buffer Permitting Unit Supervisor
NCDENR Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699
ATTN
Karen
WE ARE SENDING YOU ❑ Attached
® Prints ❑ Reproducible
❑ Copy of Letter ❑ Change Order
LETTER OF TRANSMITTAL
DATE: 02-02-16 PROJECT: 09-0473
RE: Cheslei h Estates Subdivision
❑ Under Separate Cover
❑ Specifications
El
❑ Transmitted Via
❑ Shop Drawings
COPIES
DESCRIPTION
4
PCN Notification Forms
4
Endangered Species, Historical Structure Data, Deeds, Soils Map, Flood Map, Culvert Calcs & other supporting
documents
4
Plan sheets showing buffer impacts
TRANSMITTED
®For Approval
❑ As Requested ❑ For Your Use ®For Review and Comment
COMMENTS
Please find the attached PCN and supporting documents.
Please review these and send me any comments/feedback.
If you need additional information please don't hesitate calling or emailing me at the information below.
matt.hastin s summitde.net or 434-579-4604
COPY TO
r
SIGNATURE:
Matt Hastings, PE

O`/��F �W a77jF'9
I ULlJci 9
o
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
1
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
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 ❑X Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
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:
Chesleigh Estates Subdivision
2b.
County:
Granville
2c.
Nearest municipality / town:
Town of Youngsville
2d.
Subdivision name:
Chesleigh Estates
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Crosswind Development, Inc
3b.
Deed Book and Page No.
DB 1570, PG 122
3c.
Responsible Party (for LLC if
applicable):
Bill Wynn p
3d.
Street address:
2550 Capitol Dr, Suite 105
3e.
City, state, zip:
Creedmoor, NC 27522
3f.
Telephone no.:
919-528-1347
3g.
Fax no.:
UR E
919-528-4145UMEEER pr -
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009
1

4. Applicant Information (if different from owner)
4a. Applicant is:
❑X Agent ❑ Other, specify: Engineer
4b. Name:
Matt Hastings, PE
4c. Business name
(if applicable):
Summit Design and Engineering Services, PLLC
4d. Street address:
504 Meadowland Drive
4e. City, state, zip:
Hillsborough, NC 27278
4f. Telephone no.:
434-579-4604
4g. Fax no.:
434-575-0617
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Matt Hastings, PE
5b. Business name
(if applicable):
Summit Design and Engineering Services, PLLC
5c. Street address:
504 Meadowland Drive
5d. City, state, zip:
Hillsborough, NC 27278
5e. Telephone no.:
434-579-4604
5f. Fax no.:
434-575-0617
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Pin# 182400212030
1b. Site coordinates (in decimal degrees):
Latitude: 36.05946 Longitude: -78.58698
1 c. Property size:
38.6 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
New Light Creek
2b. Water Quality Classification of nearest receiving water:
WS -IV; NSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Wooded with residential homes or additional forest land in all directions.
3b. List the total estimated acreage of all existing wetlands on the property: 0.048 AC
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,320
3d. Explain the purpose of the proposed project:
The development of a residential subdivision with a new proposed street to access the property which crosses a buffered stream.
3e. Describe the overall project in detail, including the type of equipment to be used:
New roadway construction will consist of fill embankments that encroach into buffers/streams. Heavy equipment will be used for clearing and grading.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑x Yes ❑ No ❑X Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: S&EC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
February 12, 2016
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary 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 P
Fill Embankment
Unnamed trib. New Light
INT
DWQ
8
142
S2
Choose one
-
S3
Choose one
-
S4
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
142
3i. Comments:
The stream impacts should fall under a Nationwide Permit 29 based on length and type of development.
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation. then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
.feet)
6g.
Zone 2
impact
(square
feet
131 P
Roadway Crossing
Unnamed tributary flowing into New Light Creek
No
8,875
4,308
B2
No
B3
No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
8,875
4,308
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project consists of a new roadway crossing to access the western most portion of the property and possibly future properties. There is no way to
access the property without a stream crossing and the proposed crossing has been positioned at a steeper portion of the sites topography to
minimize disturbance and fill in the stream and buffer. The road is also being constructed at the steepest NCDOT allowable slope to reduce fill.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A road is being built through the stream so there are no construction techniques that will avoid impact. There are no areas onsite where there are
crossings without permanent impact.
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
El 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 6of10
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 EX 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
❑x Yes ❑ No
within one of the NC Riparia Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Level spreaders and/or plunge pools to be used where new/existing concentrated discharges occur
❑X Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
9.4
2b. Does this project require a Stormwater Management Plan?
❑x Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
This portion of Granville County is located in the Falls Lake Watershed. Stormwater runoff in this area must be treated in respect to quality and
quantity. In order to meet the state and local regulatory requirements (2) stormwater wetlands and a dry detention basin will be constructed.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Stimmel Associates, PA
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Granville County
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
El USMPZ
apply (check all that apply):
Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑X No
attached?
4. DWQ Stormwater Program Review
[]Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑R Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
❑X No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
0 No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes
0 No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
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.
There is no room for future expansion on the existing property. Future development would require property acquisition and at this time it is not the
owners intent to buy additional property.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposedproject, or available capacity of the subject facility.
tank drainfield
Each housing unit will have it's own individual septic and 4
Page 9 of 10
PCN Form —Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS Threatened and Endangered Species list by County and Natural Heritage websites (SEE ATTACHED)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes X❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem website (SEE ATTACHED)
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
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Office GIS website (SEE ATTACHED)
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?
FEMA Flood Insurance Rate Maps
Matt Hastings
r:
Alf
l
Applicant/Agent's Printed Name
Date
Applicant gent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

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Chesleigh Estates
Subdivision
IPaC Trust Resource Report
Generated January 04, 2016 02:09 PM MST, IPaC v2.3.2
This report is for informational purposes only and should not be used for planning or
analyzing project level impacts. For project reviews that require U.S. Fish & Wildlife
Service review or concurrence, please return to the IPaC website and request an official
species list from the Regulatory Documents page.
IPaC - Information for Planning and Conservation (httpoHecos.fws.gov/'pa ): A project planning tool to help
streamline the U.S. Fish & Wildlife Service environmental review process.

IPaC Trust Resource Report
US Fish & Wildlife Service IIw11a MIIJN 111
IPaC Trust Resource Report
NAME
Chesleigh Estates Subdivision
LOCATION
Granville County, North Carolina
DESCRIPTION
38.6 ACRE Subdivision with 19 lots
IPAC LINK
http�//­ecos. fws. gov/jpac/projpct/
M4AEW-LLK6Z-I3NZM2-YM5QM-WRE2JQ
U.S. Fish & Wildlife Contact Information
Trust resources in this location are managed by. -
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]
01/04/2016 02:09 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 2

IPaC Trust Resource Report
Endangered Species
Proposed, candidate, threatened, and endangered species are managed by the
Endangered S e� Proara_m of the U.S. Fish & Wildlife Service.
This USFWS trust resource report is for informational purposes only and should
not be used for planning or analyzing project level impacts.
For project evaluations that require FWS concurrence/review, please return to the IPaC
website and request an official species list from the Regulatory Documents section.
Sect ion7 of the Endangered Species Act requires Federal agencies to "request of the
Secretary information whether any species which is listed or proposed to be listed may
be present in the area of such proposed action" for any project that is conducted,
permitted, funded, or licensed by any Federal agency.
A letter from the local office and a species list which fulfills this requirement can
only be obtained by requesting an official species list from the Regulatory
Documents section in IPaC.
The list of species below are those that may occur or could potentially be affected by
activities in this location:
Clams
Dwarf Wedgemussel Alasmidonta heterodon
CRITICAL HABITAT
No critical habitat has been designated for this species.
Flowering Plants
Harperella Ptilimnium nodosum
CRITICAL HABITAT
No critical habitat has been designated for this species.
https://ecos fws goy/tess public/ ron file/sneciesProfile.action?sncode=Q2H9
Smooth Coneflower Echinacea laevigata
CRITICAL HABITAT
No critical habitat has been designated for this species.
httpsm//ecos fws.goy/tess`public/ rofile/speciesProfile.action?sncode=Q293
Critical Habitats
There are no critical habitats in this location
Endangered
Endangered
Endangered
------ --- -_—
01/04/2016 02:09 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 3

IPaC Trust Resource Report
Migratory Birds
Birds are protected by the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act.
Any activity which results in the take of migratory birds or eagles is prohibited unless
authorized by the U.S. Fish and Wildlife Service (1). There are no provisions for
allowing the take of migratory birds that are unintentionally killed or injured.
Any person or organization who plans or conducts activities that may result in the take
of migratory birds is responsible for complying with the appropriate regulations and
implementing appropriate conservation measures.
Additional information can be found using the following links:
• Birds of Conservation Concern
.WttDt/w%y.i,tis.00v/b�d-,;Lua-iaaeue,it/u-aiaaed-soeciesJ
• • • •1 -r •n •1 - 1 •1p
Conservation measures • birds
1 ►wa• 1/-iaaen -1 • - - 11"1 •• .i uidaniM
•1 "rv- •1 11" p1!
Year-round bird occurrence data
1 ! v►t o• Il.l.t-11"1 o • - - 11-1 •• .f a _ d.1 -
akn-b'stogram-tools,phI2
The following species of migratory birds could potentially be affected by activities in this
location:
American Bittern Botaurus lentiginosus Bird of conservation concern
Season: Wintering
https //ecos fws goy/tess_Rublic/ r� ofile/speciesProfile act ion?spcode=BOF3
Bald Eagle Haliaeetus leucocephalus
Year-round
https://ecos.fws.goy/tes ubli rofile/speciesProfile.action?spcode=BOOS
Brown -headed Nuthatch Sitta pusilla
Year-round
Chuck -will's -widow Caprimulgus carolinensis
Season: Breeding
Fox Sparrow Passerella iliaca
Season: Wintering
Kentucky Warbler Oporornis formosus
Season: Breeding
Least Bittern Ixobrychus exilis
Season: Breeding
Loggerhead Shrike Lanius ludovicianus
Year-round
https://ecos.fws.goy/tess—public/profile/speciesProfile. action?spcode=BOFY
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
01/04/2016 02:09 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 4

IPaC Trust Resource Report
Peregrine Falcon Falco peregrinus
Season: Wintering
https://ecos.fws.goy/tess public/profile/speciesProfile.action?spcode=BOFU
Prairie Warbler Dendroica discolor
Season: Breeding
Prothonotary Warbler Protonotaria citrea
Season: Breeding
Red-headed Woodpecker Melanerpes erythrocephalus
Year-round
Rusty Blackbird Euphagus carolinus
Season: Wintering
Short -eared OWI Asio flammeus
Season: Wintering
SWainson's Warbler Limnothlypis swainsonii
Season: Breeding
Wood Thrush Hylocichla mustelina
Season: Breeding
Worm Eating Warbler Helmitheros vermivorum
Season: Breeding
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
01/04/2016 02:09 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 5

IPaC Trust Resource Report
Refuges
Any activity proposed on National Wildlife Refuge lands must undergo a 'Compatibility
Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
There are no refuges in this location
01/04/2016 02:09 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 6

IPaC Trust Resource Report
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under
Section 404 of the Clean Water Act, or other State/Federal Statutes.
For more information please contact the Regulatory Program of the local U.S. Army
Corpsgineers District.
DATA LIMITATIONS
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information
on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery.
Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use
of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland
boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts,
the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata
should be consulted to determine the date of the source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be
occasional differences in polygon boundaries or classifications between the information depicted on the map and the
actual conditions on site.
DATA EXCLUSIONS
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial
imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged
aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters.
Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory.
These habitats, because of their depth, go undetected by aerial imagery.
DATA PRECAUTIONS
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a
different manner than that used in this inventory. There is no attempt, in either the design or products of this
inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the
geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities
involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state, or
local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such
activities.
There are no wetlands in this location
01/04/2016 02:09 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 7

120 000 FEET
CHESLEIGH t• oB6
ESTATES e
A
Ta ssoo JOINS PANEL 1822
718" 2 125 000 FEET
GRID NORTH
MAP SCALE I"= 1,000' (1 : 12,000)
0 500 1000 1.500 2.000
FEET
FED PANEL 1824K
j FIRM
FLOOD INSURANCE RATE MAP
',0117'11 ('AROIAN'A
0
o PANEL 1824
,T„„ IaRL LDiATOL DUDauI pILW MgL10111NW INML
u UYWTr
t
WIMJtlI�'. tiW.Mk !Alii fdC2Yt
d fkNatLN 0011.TY fiWfl 1fN
W.V,ILeeWNry fI[efa 1W k
0
MAP REVISED MAP NUMBER
APRIL 16, 2013 3720182400K
State of Noah c'.ndinp
Federal Lmnm) Melwgmmcnl Agency
copy ore pomm� or Ina eoew remrsnceD neve mea
wM orrtracteq .—g F -MIT On -Lino Thla maD goes noI rolo<t changes
engmonla wlach may hew been —W subs eeuonl to the pate on the
nUo dock For the Meal proquci IM.111.11- eWD National Fl—cl Ina--,
F,ug,ern Rupp m.ua check the FEMA Flu Mau Stu,e of www mac len,. guv

Page 1 of 2
Doc I0: 002872b50002 Type: GRP
Recorded: ?0/71/2015 at04:18:10 PM
Fee Amt: $1,186.00 Paqe 1 of 2
Revenue$7,160.00
Granville County. NC
Kathy M. Adcock Rep of Deeds
8K1570 PA22-123
Revenue: $1,160.00 Parcel I.D. Number: 182400212030
Prepared By: Nathan M. Garren, a licensed North Carolina attorney. Delinquent taxes, if any
to be paid by the closing attorney to the tax collector upon disbursement of closing proceeds.
Mail To: Grantee
STATE OF NORTH CAROLINA
C�1B►T577�7��J7:�:7:\�M 11'/It1�17
.KaIi1►`TI � ZeI ��,'lolf:]
THIS DEED, made this 151 day of October, 2015, by and between Gatekeeper
Investments, LLC (hereinafter "Grantor") with a mailing address of 28 Hayes Road,
Franklinton, NC. 27525 and Crosswind Development, Inc. (hereinafter "Grantee") with a
mailing address of 2550 Capitol Drive, Suite 105, Creedmoor, NC 27522.
WITNESSETH:
THAT Grantor in consideration of Ten Dollars ($10.00) and other valuable consideration
to it paid by Grantee, the receipt of which is hereby acknowledged, has and by these presents
does grant, bargain, sell and convey, unto Grantee, its successors, heirs and assigns all of its
interest in those certain tracts or parcels of land located in Granville County and described
as Being all of Tract 3, containing 38.643 acres as shown on Plat Book 31, Page 106,
Granville County Registry and all of Tract F as shown on Plat Book 36, Page 95, Granville
County Registry. Along with the above is a right of way along Trappers Run and existing
30 foot easement shown on Plat Book 31, Page 106 and right of way described in Deed
Book 1275, Page 84, Granville County Registry. Less and except from the above are the
parcels conveyed In Deed Book 1284, Page 752, 1226, Page 43 and 1226, Page 45, Granville
County Registry.
TO HAVE AND TO HOLD the said land, together with all privileges and appurtenances
as thereunto belonging unto the said Grantee in fee simple.
Book: 1570 Page: 122 Seq:1

Page 2 of 2
And the Grantor covenants with the Grantee, that the Grantor is seized of the premises in
fee simple, has the right to convey the same in fee simple, that title is marketable and free and
clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Ad Valorem taxes for the year 2015 and thereafter.
2. Restrictive covenants and easements of record.
IN WITNESS WHEREOF, the Grantor has hereunto set its hand and affixed its seal the
day and year first above written.
Gatekeepe Investmen 5, LLC
By: (SEAL)
StevenHayes, anagri
STATE OF NORTH CAROLINA
COUNTY OF GRANVILLE
I, Nathan M. Garren, a Notary Public, for the County of Granville, State of North Carolina do
hereby certify that Steven Hayes, Manager of Gatekeeper Investments, LLC, a North Carolina
limited liability company, personally appeared before me this day and being duly authorized
acknowledged that he executed the foregoing instrument on behalf of Gatekeeper Investments,
I,LC.
Witness my hand and official stamp or seal this 15th day of October, 2015.
Notar f Public
My Commission Expires: l0/08/17 N 11, I I I I I, ,,
901tPAY�'s
.t).
LLE C�
I 111 11
Book: 1570 Page: 122 Seq:2

SITE DATA
TOTAL AREA -
3B E3T Ac
(TO SE SUBDI ADED)
LESS R/W -
2.1 AC
NET AREA -
TOTAL
35 TZe A,
LOTS -
A—A. LOT SZE _
�9
860 Ac
TDTAL ROAD LENG71
z.AST'
PPOPOSED VSE -
RESIDENTIAL SINGE
1-0 SUBDIVISION
LINT TO NODE RATIO
A LINMS
2 NODES
2 0 RATIO
i
........... ...
_. 4
1525, 333 5. WHITE
1
4!�
STREET, P.O. BOX 1253, WAKE FOREST N.C., 27588, [phone]
o RN
CHESLEION ESTATESuc
AT,B,DI Z ,as
7®
e:1N A.orwAow

K`
Water Resources
ENVIRONMENTAL QUALITY
February 12, 2016
Crosswinds Development, Inc.
Attn: William H. Wynn
2550 Capital Dr., Ste. 105
Creedmoor, NC 27522
PAT MCCRORY
t "remor
DONALD R. VAN DER VAART
Setretnrl
S. JAY ZIMMERMAN
I Hreemr
Subject: Buffer Determination Letter
NBRRO # 16-028
Granville County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 28 .0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B
❑ Intermittent/Perennial Determination (where local buffer
.0259)
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisciictional
I
projects)
Survey
Project Name: Chesleigh Estates
Address/Location: South side of Bluebell Lane in Wake Forest
Stream(s): Tributaries to West
Determination Date: February 11, 2016
Creek
Staff: Cherri Smith
Stream
E/I/P*
Not Subject
Subject
Start@
stop*,
Soil
USGS
I
Survey
To o
A
P
!
X— throughout
X
X
property
B
P
X— throughout
X
X
property
i C
P
i
X — throughout
X
X
tproperty
D
E
X —throughout
X
ro e
E
E
X throughout
X
property
*E/UP = Ephemera//Intermittentitlerennia[
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of
Granville County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale.
Each stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present.
Division of Water Resources, Raleigh Regional Office. Water Quality Operations Section htip:I/portal.nedcnr.orgiweb�`wq,aps
1628 Mail Service Center. Raleigh. NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive. Raleigh. NC 27609 I -a\: 1919► 788-7159

Chesleigh Estates
Granville County
February 12, 2016
Page 2 of 2
Streams that are checked "Subject" have been located on the property and possess characteristics that qualify it to be
at least an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If seeding via US Postal Service: c/o Karen Higgins,
DWR — 401 & Buffer Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins, Dff'R — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street, Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If)121,2
questions regarding this determination, please feel free to contact Cherri Smith at [phone].
S
h'7
Danny Smith
Supervisor, ater Quality Regional Operations Center
cc: RRO DWR File Copy
Bob Zarzecki;°Soil & Environmental Consultants; 8412 Falls of Neuse Rd.; NC 27587
'Raleigh

rjl3,t,q-o c;L19

` ( ,� M<°'..f (.i ~^•��.�� �y�\ \ I
Ajso
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IV
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-� _'7
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`� �.:r' , :. Vit.' t ::..,�:� : ' � f -"—'- .-�w,•��. �.. ; ; / : �.� . .: �,'' 1 -, .
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Project Number2769 Map Title: N
o 1,000 2,000
Project Manager: Figure 1 - USGS Map y , s I , s I
BZ Chesleigh Estates Feet
Scale: Granville County, NC
1 go= I 0®0, • soil & Environmental Consultants, P
Date:
Source: Granville County GIS
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02/03/16 USGS Grissom Quad2�'

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ject Number -2769
Project Manager:
BZ
Scale:
1 " = 400'
Date
02/03/16
Map Title:
S&EC reserves the right to modify this map based on more fieldwork,
and any other additional information. Approximations were mapped using
topographic maps, air photos and ground uuthing. If the site is going
to be disturbed, S&EC's detailed delineation should be approved and
permitted by the U.S. Army Corps of Engineers as required. If the user of
this work desires an accurate map of the regulated features flagged by
S&EC, they should retain a NC Registered Professional Land Surveyor to
locate S&EC's flagging.
Figure 3 - Sketch Map
Chesleigh Estates
Granville County, NC
Source: Granville County GIS
NC One Map
0 400 800 N
I l l i l i i i l
Feet
Soil & Environmental Consultants, PAI
N41' 1.11- -4 l- k—J S.0, 114 RAA ,r1, \l :h•I••ph..n,- 0141Y4,-�A• -I
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\\��\-\ Detailed Delineation of Waters of the US 1.
, !/ % (• ] I f I / / / / \ ,\\\\\ Suitable for Preliminary Planning Only
ri+• ♦.�, f � � I P: ( ( ! ! / i� F ! / � Fig%r„
t`
Z�7 Z7
\ !c
ject Number -2769
Project Manager:
BZ
Scale:
1 " = 400'
Date
02/03/16
Map Title:
S&EC reserves the right to modify this map based on more fieldwork,
and any other additional information. Approximations were mapped using
topographic maps, air photos and ground uuthing. If the site is going
to be disturbed, S&EC's detailed delineation should be approved and
permitted by the U.S. Army Corps of Engineers as required. If the user of
this work desires an accurate map of the regulated features flagged by
S&EC, they should retain a NC Registered Professional Land Surveyor to
locate S&EC's flagging.
Figure 3 - Sketch Map
Chesleigh Estates
Granville County, NC
Source: Granville County GIS
NC One Map
0 400 800 N
I l l i l i i i l
Feet
Soil & Environmental Consultants, PAI
N41' 1.11- -4 l- k—J S.0, 114 RAA ,r1, \l :h•I••ph..n,- 0141Y4,-�A• -I
•�nJ.. , rm

C3 Design Conffloodon of pennanant ato�rnwater Corldrol Measures, where applIcable, F_
�TIN to the best of my knualedge, certify �nat tne DISTURBED AREA
stormWater control mensure(s) as shown an IhIs plarn har, been desIgned in acocrdanC4 wr tl)L 6.28 ACRES
requirenwft of the end North Carailn. Division ol`Wmer Quality
Storrawater Best management Practices Manuel (latest edifon), a5 applicable, I also oerle, ffiez
other applicable local, state, and federal perhilts have been appled for andlor reoeived
Signature of LIcens e d -Profeesions 1_11b­lt�=-R Seel
Date _d-�)
011=11ME!
MATT HASTINGS PE
SUMMIT DESIGN AND ENGINEERING
SERVICES
504 MEADOWLAND DRIVE
HILLSBOROUGH, NC 27278
434-579-4604 (CELL)
MATT. HASTINGS@SUMMITDE. NET
PRE
P ')ST
BMP TREATED
POST
I M PERVI OU S AREAS (AC)
0_
3,64
128
1 YEAR STORM, CFS
165
11 �661
158
NITROGEN, lbs/ocre/yr
0�78�___
T 1-5T_-1.72
FP—HOSPHORUS, Ibs/acre/yr
0,131
0,54 :
' 033
and are not steeper than 2:1, 14
LLj
Slopes 3:1 or flatter
FILOWDEPTIH111(ft), _S_H,E_A,R_STRE_,1 . . . . . . . . . . . . . . . . 1, s,_1
MATTING
in length
None, except for perimeters and
HOW Zones
0,43 1 2 95
0
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0.83 7
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0.75 1 17
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NAG S160
NWI%160
082
1,27
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0�55 37
076
NAG $160
C3 Design Conffloodon of pennanant ato�rnwater Corldrol Measures, where applIcable, F_
�TIN to the best of my knualedge, certify �nat tne DISTURBED AREA
stormWater control mensure(s) as shown an IhIs plarn har, been desIgned in acocrdanC4 wr tl)L 6.28 ACRES
requirenwft of the end North Carailn. Division ol`Wmer Quality
Storrawater Best management Practices Manuel (latest edifon), a5 applicable, I also oerle, ffiez
other applicable local, state, and federal perhilts have been appled for andlor reoeived
Signature of LIcens e d -Profeesions 1_11b­lt�=-R Seel
Date _d-�)
011=11ME!
MATT HASTINGS PE
SUMMIT DESIGN AND ENGINEERING
SERVICES
504 MEADOWLAND DRIVE
HILLSBOROUGH, NC 27278
434-579-4604 (CELL)
MATT. HASTINGS@SUMMITDE. NET
_N _�, NNT/
-;
> SLOPE: 9! Cn
Po XL
t -A
PP
PRE
P ')ST
BMP TREATED
POST
I M PERVI OU S AREAS (AC)
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3,64
128
1 YEAR STORM, CFS
165
11 �661
158
NITROGEN, lbs/ocre/yr
0�78�___
T 1-5T_-1.72
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0,131
0,54 :
' 033
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172.53'OF 18" RCP
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INV. OUT: 363,00'
SLOPE: 10.43%
STORMWATER
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CONVEYANCE AN
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CONVEYANCE AND
4! ACCESS EASEMENT W.4
1W,
/(j
l 6"
t"t
5'SOD GRASS
IV,
12" DEEP
POOL
FILTER STRIP
�9
IV _V
4
MIN� 12"
PLUNGE POOL (SEE
k,
0 q DETAIL THIS SHEET) (Y'
F// GRAPHIC SCALE X
FILTER FABRIC TO FULLY
Ltj
15 30 6 1 0 120 NOTE: —MIN. 12" THICK ENCOMPASS EXTENTS OF RIP
> 30 0
0 SEE WETLAND BMP DETAIL FOR RAP AND BE TOED -IN A
"'s- LENGTH AND WIDTH SEE RIP RAP
'D I";-: MINIMUM OF 12" ON ALL SIDES.
10
M
(IN FEET) SIZE & DEPTH
ON PLANS
a- 60 ft�
4 44,�� GRADING & STORM DRAINAGE 1U
I THIS PROPERTY IS WITHIN THE FALLS LAKE (LOWER) WATERSHED IN THE NEUSE RIVER BASIN
RIP RA]"n" PLUNGE POOL
Z
AREA OF ZONE 2 BUFFER 2. ALL WALLS EXCEEDING 4'IN HEIGHT SHALL BE DESIGNED AND CERTIFIED BY A PROFESSIONAL ENGINEER, NOT TO SCALE
GENERAL/STORMWATER NOTES: Lo LL
I ER —
STORMWA
DISTURBED: 2,375,8F 1) NO STREAMS OR WETLANDS ARE CURRENTLY KNOW TO EXIST ON THE
,- --,7 , 0.
Oi CONVEYA,`,,�'E AND 3. ALL PIPE TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE NCDOT ASTM AND PROPERTY
. . ....... . ... C-1 ACCESS E,',SEMENT AASHTO SPECIFICATION REQUIREMENTS FOR SUCH PIPE MATERIAL, CONTRACTOR SHALL VERIFY APPROVAL W1 I H
2) ANNUAL MAINTEN-NCE INSPECTION AND REPORT REQUIRED. THE OWNER OF 0)
NCDOT FOR ALL PIPE MATERIALS TO BE USED IN THE RIGHT OF WAY, A PERMITTED S7ClRMWATER CONTROL MEASURE (SCM) SHALL ANNUALLY U C-4
9
4, ALL WORK WITHIN NCDOT ROW SHALL COMPLY w/ 2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND SUBMIT A MAINTEI!,*ANCE AND INSPECTION REPORT FOR EACH SCM TO THE (D a.
STRUCTURES, NCDOT STANDARD DRAWINGS, AND THE MUTCD STANDARDS. STORMWATER ADYINISTRATOR. ANNUAL INSPECTIONS SHALL BEGIN WITHIN 1 =-E
YEAR OF THE AS-EJILT CERTIFICATION BY THE ENGINEER OF RECORD.
AREA OF ZONE 1 BUFFER ALL r)N-qlTr- PIPE SHALL BE INSTAI I ED MEETING COVER BACKFILL AND BEDDING REQUIREMENTS PER 'HE 3) THE DEVELOPER CR HIS AGENT SHALL CONTACT GRANVILLE COUNTY WHEN a)
THE STORMWATE;; CONTROL MEASURES ARE CONSTRUCTED AND ABOUT TO
DISTURBED: 8,875 SF MANUFACTURER'S RECOMMENDATIONS.
91 >
BECOME OPERATIONAL SO A FINAL INSPECTION CAN BE PERFORMED TO
20'STORMWATER
DETERMINE COMF'_IANCE ITH THE APPROVED PLAN CAN BE PERFORMED
6, NCDOT PRE -CAST DRAINAGE STRUCTURES / MANHOLES CAN BE USED IN LIEU OF NCDOT STANDARD BRICK OR
CONVEYANCE AND 4) THE PROJECT IS NOT WITHIN 5 MILES OF A PUBLIC AIRPORT.
ACCESS EASEMENT
WETLAND AREA-------,,, CONCRETE CATCH BASINS. ANY DEVIATION FROM THE SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER 5) THE SIDE DITCHES, IN THE PUBLIC ROADWAY ARE PROHIBITED FROM BEING
PRIOR TO INSTALLATION AND SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING NCDOT MATERIAL.,
(220 SF) FILLED OR ALTERED IN ANY WAY OTHER THAN INSTALLING DRIVEWAY
Z DRAWING & DETAILED SPECIFICATIONS.
LENGTH Or,5TREAM', CULVERTS TO ACll.ESS THE PROPOSED HOMES, WITHOUT APPROVAL FROM
DIS I URBED: 142 LF GRANVILLE COUN—Y, THE SIDE DITCHES ARE CONVEYING RUNOFF TO THE
7, CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL CONNECTION/TIE
POND FOR TREATIiIENT AND THEREFORE THE DRAINAGE FLOW PATTERNS
i,INCLUDING RIP RAP
AREA OF ZOUE 2 BUFFER POINTS PRIOR TO FINAL LIFT OF ASPHALT, CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS.
UNISSIRATOR PAD),, MUST REMAIN AS :ESIGNED,
L
DISTURBED: T,933 SF
8. PROPOSED CONTOUR LINES REPRESENT FINISHED GRADE ELEVATIONS. CONTOUR LINES MAY BE ADJUSTED AT 6) TO COMPLY WITH STORMWATER REGULATIONS THE PROPOSED WETLAND
.0 HAS BEEN DESIGI'll TO TREAT RUNOFF FROM PROPERTIES USING ASSUMED
THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROV DE A PROPER LAND USES, FOR 7HIS REASON EACH LOT HAS BEEN ALLOCATED 5000 BE OF
-373 TIE-IN.
IMPERVIOUS SURPACE AND THE REMAINDER IS TO BE CONSIDERED LAWN,
LEGEND:
377 EXIST PROPOSED 9, CONTRACTOR SHALL FIELD VERIFY TIE OUT POINTS, PROPOSED INVERTS, FFE'S & FINISHED SURFACES PRIOR TO SKIMMER BASIN 7�� WETLAND CONSTRUgTION SEQUENCE,
CONSTRUCTION TO AVOID CONFLICTS. CONTACT ENGINEER IF DISCREPANCIES ARE FOUND. AT THE COMPLET!,N OF CONSTRUCTION THE SKIMMER BASIN SHALL BE
CURB IN CONVERTED INTC­� STORMWATER WETLAND, THE FOLLOWING STEPS SHALL
LET
DRY'DaTENTION BASIN 10. ADDITIONAL DISTURBANCE MAY BE REQUIRED FOR FINAL SEEDING AND PLANTING PREPARATIONS. SEE BE FOLLOWED:
V
BASIN
DROP INLET ARCHITECTURAL PLANS FOR LANDSCAPE PLANTING PROVISIONS AND SPECIFICATIONS. 1) DEWATER T�
b, S'
7665
378 7�­ JUNCTION BOX 2) REMOVE DEPISSITED SEDIMENT AND PROPERLY DISPOSE OF
FLARED END SECTION (FES)
GRADING WORK BEGINS. 'HALLOW WATER AREAS WITH SELECTED
4) PLANT SHAL.-OWILAND AND
IMP,
01
EXISTING STORM PIPE
PLANTS
'OF 72" RCP 5) INSTALL SO: TO SLOPES
12. GRANVILLE COUNTY MUST APPROVE THE STORMWATER MANAGEMENT PLAN FOR THIS PROJECT,
82..
T
PROPOSED STORM PIPE
INV, IN: 358.00' 6) WATER PI_At�TS AS NECESSARY TO HELP ESTABLISHMENT
10 m LIMITS OF DISTURBANCE 13, MONITOR, MAINTAIN, MOVE AND/OR ADD SILT FENCE, SILT FENCE OUTLETS, AND J -HOOKS AS NEEDED BASED ON THE FOLLOWING SHALL BE APPROVED BY THE COUNTY PRIOR TO ISSUING A
INV. OUT: 3WOO'
"y, CERTIFICATE OF OC�-,UPANCY FOR A SINGLE FAMILY RESIDENCE THAT DRAINS
SLOPE: 2.42% FIELD AND RUNOFF CONDITIONS AND AS DIRECTED BY THE ENGINEER AND/OR COUNTY REPRESENTATIVE.
LIMITS OF DISTURBANCE & INTO A STORMWATER, CONTROL MEASURE:
BE SUBMITTED TO AND APPROVED BY GRANVILLE COUNTY
14� A SEDIMENTATION AND EROSION CONTROL PLAN MUS]
TREE PROTECTION FENCE 1) THE ENGINEEz OF RECORD SHALL REQUEST A FINAL INSPECTION BY THE
AND A ZONING COMPLIANCE PERMIT FROM FRANKLIN COUNTY WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A STORMWATEP ADMINISTRATOR AND CORRECT ANY NOTED DEFICIENCIES,
TP TP TREE PROTECTION FENCE LAND -DISTURBANCE PERMIT.
2) PROVIDE A CONSTRUCTION CERTIFICATION SEALED BY A PROFESSIONAL
T THE PROJECT WAS INSPECTED AND CONSTRUCTED IN
ENGINEER TH4
EXISTING MAJOR CONTOUR 15, IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE
10'STOR1, EXISTING MINOR CONTOUR ACCORDANCE WITH THE APPROVED STORMWATER PLANS.
CONVE 100 MUST BE INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIUBORROW SITE ALREADY HAS 3) SUBMIT AS -BL �T RECORD DRAWINGS SEALED BY A PROFESSIONAL
ACCESS E, 'S PROPOSED MAJOR CONTOUR A LAND -DISTURBING PERMIT. ENGINEER.
100
PROPOSE
D MINOR CONTOUR 16� SEE SIA FOR DETAILED NUTRIENT AND PEAK FLOW CALCULATIONS. NOTE: WETLAND MUST BE STABILIZED
rCY­r`Y-r'Y`_Y_Y__� WOODS LINE
'z 17. ALL REQUIRED STORM DRAINAGE AND BMP EASEMENTS TO BE PLATTED UPON FINAL CONSTRUCTION OF NEW WITHIN 14 DAYS OF CONSTRUCTION
CONVEYANCES. THE PROPERTY Sf*lOWN IS LOCATED IN THE ZONE X AREA OF THE FLOODPLAIN
MAPPING. THERE ISNO FLOODIPLAIN PRESENT ON PROPERTY. FIRM PANEL 1824
SHALLOW LAND PLANTS 18, ALL 2:1 SLOPES ON SITE SHALL BE MATTED AND PREPARED TO ENSURE VEGETATIVE COVER. ALL GRASS SLOPES (3720182400K) - ARRIL 16, 2013 & FIRM PANEL 1804 (3720180400J) - APRIL 16,2007
30'At iac�_ WHICH EXCEED 3:1 (H:V) SHALL UTILIZE NORTH AMERICAN GREEN (NAG) CONSTRUCTION PRODUCTS TURF
':�!= Z�I`t:U I r I t: U UN �'LAN 0 IVIA I :, Z:l MIAL L br_
KtINl-UKUtrV1tNl MA I Z�� o�'l OU UK Al-�KUVtU tUUAL UNU=Z>,:) U I r1tKVVl, 0I1AMILIZJ-k1IUI'q
007FER_ SHALLOW WATER PLANTS INSTALLED PER MANUFACTURER S SPECIFICATIONS ANDSTANDARDS, CON I RIAG I OR SHALL COORDINA I r -
INSTALLATION INSPECTION WITH MANUFACTURER.
REQUIREMENTS AND SPECIFICATIONS.
OUTLET PROTECTION 19. ALL UTILITY TRENCHING, BACKFILL, AND SUB -GRADE COMPACTION EFFORTS SHALL MEET/EXCEED NCDOT
20� THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE
L
LD LIMITS OF DISTURBANCE
(�D
21. PER NORTH CAROLINA BUILDING CODE APPENDIX J ALL FILL SHALL AT A MINIMUM MEET 90% STANDARD PROCTOR
DENSITY PER ASTM D 1557. ALL OTHER PORTIONS OF EARTHWORK AND GRADING AT A MINIMUM SHALL ADHERE TO
Know what's below. UNSUITABLE SOILS PER THIS CODE SECTION. BUT IN NO WAY SHALL SUPERCEDE THE SITE SPECIFIC GEO-TECHINICAL RECOMMENDATIONS,
MICHAEL A. MOSS, PLS
Call before you dig. CAWTHORNE, MOSS& PANCIERA, 22. ALL ENTRANCES SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS.
PC
rimetrame Exceptions
Perimeter dikes, iwales,
None
ditches and sloia
None
co
Slopes steeper t n 3:1
and are not steeper than 2:1, 14
LLj
Slopes 3:1 or flatter
1 7 days for slopes greater than 50'
in length
None, except for perimeters and
HOW Zones
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CONVEYANCE AND STORMWATER N
ACCESS EASEMENT CO'iVEYANCE AND 3 — -----
AC,7,--7SS EASEMENT 4 1
172.53'OF 18" RCP
1W IN: 381.00'
INV. OUT: 363,00'
SLOPE: 10.43%
STORMWATER
0
44"
CONVEYANCE AN
STORMWAT
D
26!
LLJ
z
ACCESS EASEN'ENT CONVE 0
-382 WETLAND #1 NCE AN
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CONVEYANCE AND
4! ACCESS EASEMENT W.4
1W,
/(j
l 6"
t"t
5'SOD GRASS
IV,
12" DEEP
POOL
FILTER STRIP
�9
IV _V
4
MIN� 12"
PLUNGE POOL (SEE
k,
0 q DETAIL THIS SHEET) (Y'
F// GRAPHIC SCALE X
FILTER FABRIC TO FULLY
Ltj
15 30 6 1 0 120 NOTE: —MIN. 12" THICK ENCOMPASS EXTENTS OF RIP
> 30 0
0 SEE WETLAND BMP DETAIL FOR RAP AND BE TOED -IN A
"'s- LENGTH AND WIDTH SEE RIP RAP
'D I";-: MINIMUM OF 12" ON ALL SIDES.
10
M
(IN FEET) SIZE & DEPTH
ON PLANS
a- 60 ft�
4 44,�� GRADING & STORM DRAINAGE 1U
I THIS PROPERTY IS WITHIN THE FALLS LAKE (LOWER) WATERSHED IN THE NEUSE RIVER BASIN
RIP RA]"n" PLUNGE POOL
Z
AREA OF ZONE 2 BUFFER 2. ALL WALLS EXCEEDING 4'IN HEIGHT SHALL BE DESIGNED AND CERTIFIED BY A PROFESSIONAL ENGINEER, NOT TO SCALE
GENERAL/STORMWATER NOTES: Lo LL
I ER —
STORMWA
DISTURBED: 2,375,8F 1) NO STREAMS OR WETLANDS ARE CURRENTLY KNOW TO EXIST ON THE
,- --,7 , 0.
Oi CONVEYA,`,,�'E AND 3. ALL PIPE TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE NCDOT ASTM AND PROPERTY
. . ....... . ... C-1 ACCESS E,',SEMENT AASHTO SPECIFICATION REQUIREMENTS FOR SUCH PIPE MATERIAL, CONTRACTOR SHALL VERIFY APPROVAL W1 I H
2) ANNUAL MAINTEN-NCE INSPECTION AND REPORT REQUIRED. THE OWNER OF 0)
NCDOT FOR ALL PIPE MATERIALS TO BE USED IN THE RIGHT OF WAY, A PERMITTED S7ClRMWATER CONTROL MEASURE (SCM) SHALL ANNUALLY U C-4
9
4, ALL WORK WITHIN NCDOT ROW SHALL COMPLY w/ 2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND SUBMIT A MAINTEI!,*ANCE AND INSPECTION REPORT FOR EACH SCM TO THE (D a.
STRUCTURES, NCDOT STANDARD DRAWINGS, AND THE MUTCD STANDARDS. STORMWATER ADYINISTRATOR. ANNUAL INSPECTIONS SHALL BEGIN WITHIN 1 =-E
YEAR OF THE AS-EJILT CERTIFICATION BY THE ENGINEER OF RECORD.
AREA OF ZONE 1 BUFFER ALL r)N-qlTr- PIPE SHALL BE INSTAI I ED MEETING COVER BACKFILL AND BEDDING REQUIREMENTS PER 'HE 3) THE DEVELOPER CR HIS AGENT SHALL CONTACT GRANVILLE COUNTY WHEN a)
THE STORMWATE;; CONTROL MEASURES ARE CONSTRUCTED AND ABOUT TO
DISTURBED: 8,875 SF MANUFACTURER'S RECOMMENDATIONS.
91 >
BECOME OPERATIONAL SO A FINAL INSPECTION CAN BE PERFORMED TO
20'STORMWATER
DETERMINE COMF'_IANCE ITH THE APPROVED PLAN CAN BE PERFORMED
6, NCDOT PRE -CAST DRAINAGE STRUCTURES / MANHOLES CAN BE USED IN LIEU OF NCDOT STANDARD BRICK OR
CONVEYANCE AND 4) THE PROJECT IS NOT WITHIN 5 MILES OF A PUBLIC AIRPORT.
ACCESS EASEMENT
WETLAND AREA-------,,, CONCRETE CATCH BASINS. ANY DEVIATION FROM THE SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER 5) THE SIDE DITCHES, IN THE PUBLIC ROADWAY ARE PROHIBITED FROM BEING
PRIOR TO INSTALLATION AND SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING NCDOT MATERIAL.,
(220 SF) FILLED OR ALTERED IN ANY WAY OTHER THAN INSTALLING DRIVEWAY
Z DRAWING & DETAILED SPECIFICATIONS.
LENGTH Or,5TREAM', CULVERTS TO ACll.ESS THE PROPOSED HOMES, WITHOUT APPROVAL FROM
DIS I URBED: 142 LF GRANVILLE COUN—Y, THE SIDE DITCHES ARE CONVEYING RUNOFF TO THE
7, CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL CONNECTION/TIE
POND FOR TREATIiIENT AND THEREFORE THE DRAINAGE FLOW PATTERNS
i,INCLUDING RIP RAP
AREA OF ZOUE 2 BUFFER POINTS PRIOR TO FINAL LIFT OF ASPHALT, CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS.
UNISSIRATOR PAD),, MUST REMAIN AS :ESIGNED,
L
DISTURBED: T,933 SF
8. PROPOSED CONTOUR LINES REPRESENT FINISHED GRADE ELEVATIONS. CONTOUR LINES MAY BE ADJUSTED AT 6) TO COMPLY WITH STORMWATER REGULATIONS THE PROPOSED WETLAND
.0 HAS BEEN DESIGI'll TO TREAT RUNOFF FROM PROPERTIES USING ASSUMED
THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROV DE A PROPER LAND USES, FOR 7HIS REASON EACH LOT HAS BEEN ALLOCATED 5000 BE OF
-373 TIE-IN.
IMPERVIOUS SURPACE AND THE REMAINDER IS TO BE CONSIDERED LAWN,
LEGEND:
377 EXIST PROPOSED 9, CONTRACTOR SHALL FIELD VERIFY TIE OUT POINTS, PROPOSED INVERTS, FFE'S & FINISHED SURFACES PRIOR TO SKIMMER BASIN 7�� WETLAND CONSTRUgTION SEQUENCE,
CONSTRUCTION TO AVOID CONFLICTS. CONTACT ENGINEER IF DISCREPANCIES ARE FOUND. AT THE COMPLET!,N OF CONSTRUCTION THE SKIMMER BASIN SHALL BE
CURB IN CONVERTED INTC­� STORMWATER WETLAND, THE FOLLOWING STEPS SHALL
LET
DRY'DaTENTION BASIN 10. ADDITIONAL DISTURBANCE MAY BE REQUIRED FOR FINAL SEEDING AND PLANTING PREPARATIONS. SEE BE FOLLOWED:
V
BASIN
DROP INLET ARCHITECTURAL PLANS FOR LANDSCAPE PLANTING PROVISIONS AND SPECIFICATIONS. 1) DEWATER T�
b, S'
7665
378 7�­ JUNCTION BOX 2) REMOVE DEPISSITED SEDIMENT AND PROPERLY DISPOSE OF
FLARED END SECTION (FES)
GRADING WORK BEGINS. 'HALLOW WATER AREAS WITH SELECTED
4) PLANT SHAL.-OWILAND AND
IMP,
01
EXISTING STORM PIPE
PLANTS
'OF 72" RCP 5) INSTALL SO: TO SLOPES
12. GRANVILLE COUNTY MUST APPROVE THE STORMWATER MANAGEMENT PLAN FOR THIS PROJECT,
82..
T
PROPOSED STORM PIPE
INV, IN: 358.00' 6) WATER PI_At�TS AS NECESSARY TO HELP ESTABLISHMENT
10 m LIMITS OF DISTURBANCE 13, MONITOR, MAINTAIN, MOVE AND/OR ADD SILT FENCE, SILT FENCE OUTLETS, AND J -HOOKS AS NEEDED BASED ON THE FOLLOWING SHALL BE APPROVED BY THE COUNTY PRIOR TO ISSUING A
INV. OUT: 3WOO'
"y, CERTIFICATE OF OC�-,UPANCY FOR A SINGLE FAMILY RESIDENCE THAT DRAINS
SLOPE: 2.42% FIELD AND RUNOFF CONDITIONS AND AS DIRECTED BY THE ENGINEER AND/OR COUNTY REPRESENTATIVE.
LIMITS OF DISTURBANCE & INTO A STORMWATER, CONTROL MEASURE:
BE SUBMITTED TO AND APPROVED BY GRANVILLE COUNTY
14� A SEDIMENTATION AND EROSION CONTROL PLAN MUS]
TREE PROTECTION FENCE 1) THE ENGINEEz OF RECORD SHALL REQUEST A FINAL INSPECTION BY THE
AND A ZONING COMPLIANCE PERMIT FROM FRANKLIN COUNTY WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A STORMWATEP ADMINISTRATOR AND CORRECT ANY NOTED DEFICIENCIES,
TP TP TREE PROTECTION FENCE LAND -DISTURBANCE PERMIT.
2) PROVIDE A CONSTRUCTION CERTIFICATION SEALED BY A PROFESSIONAL
T THE PROJECT WAS INSPECTED AND CONSTRUCTED IN
ENGINEER TH4
EXISTING MAJOR CONTOUR 15, IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE
10'STOR1, EXISTING MINOR CONTOUR ACCORDANCE WITH THE APPROVED STORMWATER PLANS.
CONVE 100 MUST BE INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIUBORROW SITE ALREADY HAS 3) SUBMIT AS -BL �T RECORD DRAWINGS SEALED BY A PROFESSIONAL
ACCESS E, 'S PROPOSED MAJOR CONTOUR A LAND -DISTURBING PERMIT. ENGINEER.
100
PROPOSE
D MINOR CONTOUR 16� SEE SIA FOR DETAILED NUTRIENT AND PEAK FLOW CALCULATIONS. NOTE: WETLAND MUST BE STABILIZED
rCY­r`Y-r'Y`_Y_Y__� WOODS LINE
'z 17. ALL REQUIRED STORM DRAINAGE AND BMP EASEMENTS TO BE PLATTED UPON FINAL CONSTRUCTION OF NEW WITHIN 14 DAYS OF CONSTRUCTION
CONVEYANCES. THE PROPERTY Sf*lOWN IS LOCATED IN THE ZONE X AREA OF THE FLOODPLAIN
MAPPING. THERE ISNO FLOODIPLAIN PRESENT ON PROPERTY. FIRM PANEL 1824
SHALLOW LAND PLANTS 18, ALL 2:1 SLOPES ON SITE SHALL BE MATTED AND PREPARED TO ENSURE VEGETATIVE COVER. ALL GRASS SLOPES (3720182400K) - ARRIL 16, 2013 & FIRM PANEL 1804 (3720180400J) - APRIL 16,2007
30'At iac�_ WHICH EXCEED 3:1 (H:V) SHALL UTILIZE NORTH AMERICAN GREEN (NAG) CONSTRUCTION PRODUCTS TURF
':�!= Z�I`t:U I r I t: U UN �'LAN 0 IVIA I :, Z:l MIAL L br_
KtINl-UKUtrV1tNl MA I Z�� o�'l OU UK Al-�KUVtU tUUAL UNU=Z>,:) U I r1tKVVl, 0I1AMILIZJ-k1IUI'q
007FER_ SHALLOW WATER PLANTS INSTALLED PER MANUFACTURER S SPECIFICATIONS ANDSTANDARDS, CON I RIAG I OR SHALL COORDINA I r -
INSTALLATION INSPECTION WITH MANUFACTURER.
REQUIREMENTS AND SPECIFICATIONS.
OUTLET PROTECTION 19. ALL UTILITY TRENCHING, BACKFILL, AND SUB -GRADE COMPACTION EFFORTS SHALL MEET/EXCEED NCDOT
20� THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE
L
LD LIMITS OF DISTURBANCE
(�D
21. PER NORTH CAROLINA BUILDING CODE APPENDIX J ALL FILL SHALL AT A MINIMUM MEET 90% STANDARD PROCTOR
DENSITY PER ASTM D 1557. ALL OTHER PORTIONS OF EARTHWORK AND GRADING AT A MINIMUM SHALL ADHERE TO
Know what's below. UNSUITABLE SOILS PER THIS CODE SECTION. BUT IN NO WAY SHALL SUPERCEDE THE SITE SPECIFIC GEO-TECHINICAL RECOMMENDATIONS,
MICHAEL A. MOSS, PLS
Call before you dig. CAWTHORNE, MOSS& PANCIERA, 22. ALL ENTRANCES SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS.
PC
in
lull
a
rimetrame Exceptions
Perimeter dikes, iwales,
None
ditches and sloia
None
If slopes are 10' or less in length
Slopes steeper t n 3:1
and are not steeper than 2:1, 14
days are allowed
Slopes 3:1 or flatter
1 7 days for slopes greater than 50'
in length
None, except for perimeters and
HOW Zones
in
lull
a