20160328 Ver 3_Riparian Buffer Authorization_20181206

14
BaldwinDesign
Consultants, PALO _
ENGINEERING SURVEYING - PLANNING D I I
( 20;3
December 3, 2018
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
REF: Riparian Buffer Encroachment Plan for Brookfield Section 4 in Winterville, NC
Ms. Karen Higgins:
Attached you will find the following documents relative to the above referenced project.
3 complete submittals containing the following information:
1. Riparian Buffer Authorization Form
2. Agent Authorization Form
3. NCDEQ Stream Determination Letter
4. Deed Book 3188 Pages 526-528 of the Pitt County Register of Deeds
5. Deed Book 3573 Page 522-526 of the Pitt County Register of Deeds
6. Map Book 61 Page 102 of the Pitt County Register of Deeds
7. Map Book 81 Page 192 of the Pitt County Register of Deeds
8. Greenville SW, NC 7.5 minute quadrangle map with site and GPS coordinates
depicted
9. Pitt County Soil Survey Map No.56 with site and GPS coordinates
10. Google Earth GPS coordinates of approximate location of buffer impact zones
11. BMP stormwater wetland supplement forms
12. Drainage area map
13. Stormwater Wetland Operation and Maintenance Agreement
14. Stormwater wetland management plan with narrative and calculations
15. Riparian Buffer Encroachment Plan
Cooper Island Development, LLC owns Pitt County parcels #25766, #84242, and
#84243. The ownership of these parcels can be verified online in Deed Book 3188
Pages 526-528 and Deed Book 3573 Pages 522-526 at the following link
https:Hgis.pittcountync.gov/opis/. The proposed stormwater wetland #1 will be
constructed in the northeast corner of Pitt County parcel #25766 while the proposed
stormwater wetland #2 will be constructed in the northwest corner of Pitt County parcel
#25766 as shown on the plans.
Due to the shallowness of the existing ditch along NCSR 1713 (Laurie Ellis Road), it is
not possible to discharge treated and attenuated runoff from stormwater wetland #2 into
this existing ditch. Therefore, the only feasible solution is to install a 30" diameter
smooth wall plastic pipe (SWPP) that will cross parcels #25766, #84242, and #84243
and terminate at the unnamed tributary to Fork Swamp since this tributary is deeper
1700-D EAST ARLINGTON BOULEVARD, GREENVILLE, NORTH CAROLINA 27858
NCBELS Lic. No. C-3498 TEL [phone] FAx [phone] www.BALDWINDESIGNCONSULTANTS.com

than the permanent pool elevation of stormwater wetland #2.
The existing ditch along NCSR 1700 (Old Tar Road) is shallow as well so the only
feasible solution is to install a 30" diameter smooth wall plastic pipe (SWPP) and
discharge runoff from stormwater wetland #1 to unnamed tributary to Fork Swamp in the
northeast corner of parcel #25766. Therefore, we are seeking riparian buffer
authorization for the new stormwater outfalls into unnamed tributaries to Fork Swamp
on Pitt County parcels #84243 and 25766 as shown on the submitted plans.
Upon receipt and review of this information please contact me at [phone] or
email me at [e-mail] if you have any questions
concerning this submittal.
Sincerely,
'1�pA '0(7-
Igor Palyvoda, E
Vice President
Attachments
ROLI/�'''
q
�`j' �SSIOIV,q�•
ZOe.'O�
R

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 0213.0233 (8)(b),.0243 (8)(b),.0250 (11)(b),.0259 (8)(b),.0267 (11)(c),.0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
A.
Applicant
Riparian Buffer Authorization Form Information
1.
Project Information
1 a.
Name of project:
Brookfield Section 4
1 b. County:
Pitt
1c.
Nearest municipality:
Town of Winterville
1 d.
Subdivision name:
Brookfield
1 e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer if below.
❑ Yes ® No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a.
Name on Recorded Deed:
Cooper Island Development, LLC
2b.
Deed Book and Page No.
Deed Book 3573 Page 522-526 & Deed Book 3188 Pages 526-528 of Pitt County
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
Map Book 61 Page 102 and Map Book 81 Page 192 of The Pitt County Register Of
Deeds
2d.
Responsible Party
(for Corporations):
William D. Mitchum, Jr.
2e.
Street address:
1308 Evans Street
2f.
City, state, zip:
Greenville, NC 27834
2g. Telephone no.:
252-752-5101
2h.
Fax no.:
252-752-4508
2i.
Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
® Agent ❑ Other, specify:
3b.
Name:
Igor Palyvoda
3c.
Business name
(if applicable):
Baldwin Design Consultants, PA
3d.
Street address:
1700-D East Arlington Boulevard
3e. City, state, zip:
Greenville, NC 27858
3f.
Telephone no.:
[phone]
3g.
Fax no.:
[phone]
3h.
Email address:
[e-mail]
4.
Agent/Consultant Information (if applicable)
4a.
Name:
Igor Palyvoda
4b.
Business name
(if applicable):
Baldwin Design Consultants, PA
4c.
Street address:
1700-D East Arlington Boulevard
4d. City, state, zip:
Greenville, NC, 27858
4e. Telephone no.:
[phone]
4f.
Fax no.: 1
[phone]
4g.
Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 6

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Pitt County Parcel #25766 & #84243
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.519121
1Longitude: -77.384644
1 c.
Property size:
23.56 ac (parcel #25766) & 0.48 ac (parcel #84243)
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Unnamed tributaries to Fork Swamp
2b.
Water Quality Classification of nearest receiving
C; Sw, NSW
water:
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:
Property is bounded on the north by residential, bounded on the east by NCSR 1700 (Old Tar Road), bounded
on the south by NCSR 1713 (Laurie Ellis Road), and bounded on the west by wooded and vacant land.
Brookfield Section 4 is currently composed of woods, farmland, and old abandoned farm buildings that will
demolished. Pitt County parcel #84243, where the proposed stormwater outfall (from stormwater wetland #2)
will be located, is currently cleared up to the riparian buffer zone 1 and is located in Brookfield Section 3. This
stormwater outfall will serve phase 2 of the proposed Brookfield Section 4 subdivision expansion.
3b.
Attach an 8 1/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c.
Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
151 for parcel #84243 and 307 for parcel #25766
3e.
Explain the purpose of the proposed project:
The purpose of the project is to construct roads and associated utilities to serve residential lots in the proposed
subdivision expansion called Brookfield Section 4. In addition, two stormwater wetlands will be constructed in
order to treat and attenuate runoff. Stormwater wetlands #1 and #2 will discharge treated runoff into unnamed
tributaries to Fork Swamp.
3f.
Describe the overall project in detail, including the type of equipment to be used:
It is anticipated that all conventional types of earthmoving equipment will be used during construction.
4.
Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
❑ Yes ® No ❑ Unknown
Corps or State been requested or obtained for this property/
Comments:
project (including all prior phases) in the past?
4b.
If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company:
Name (if known):
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain and detail according to "help file" instructions.
A riparian buffer authorization has been obtained for a stormwater outtall for stormwater wetland that serves
Brookfield Section 3. This stormwater wetland is located downstream of the proposed stormwater outfall that
will serve phase 2 of Brookfield Section 4 subdivision expansion. The permit number for riparian buffer
authorization for Brookfield Section 3 is DW R # 16-0328.
FORM: BA 10-2013 Page 2 of 6

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ® Yes ❑ No
6b. If yes, explain.
Brookfield Section 4 subdivision expansion will be composed of two phases. Stormwater wetland #1 will be
constructed first and will serve phase 1 of the project. Stormwater wetland #2 will be constructed shortly after
(within a couple of months of completion of stormwater wetland #1) and will serve phase 2 of the project.
FORM: SSGP3080 8-13 Page 3 of 6

C. Proposed Impacts Inventory
1. Buffer Impacts
1 a. Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this
form.
Buffer impact
number —
Permanent (P)
or Temporary T
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/ mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
131 ®P ❑ T
New stormwater
outfall
Allowable
UT to Fork
Swamp
❑ Yes ® No
226
188
B2 ® P ❑ T
New stormwater
outfall
Allowable
UT to Fork
Swamp
❑ Yes ® No
182
121
B3 ❑ P ® T
Grading
Exempt
UT to Fork
Swamp
❑ Yes ® No
4,131
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
408
4,440
1c. Comments:
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 depths of the existing ditches along NCSR 1713 (Laurie Ellis Road) and NCSR 1700 (Old Tar Road) were
evaluated for the feasibility of discharging runoff from the proposed stormwater wetlands. However, it was found
that it was not feasible to discharge runoff from either of the proposed stormwater wetlands to the existing ditches
due to the shallowness of these two existing ditches because permanent pool elevations of both stormwater
wetlands are lower than the centerline ditch elevations of both existing ditches. The location of 30" SWPP for
stormwater wetland #1 has been selected such that no wooded area in zone 1 or zone 2 would be disturbed. The
impact areas, where the 30" SW PP will cross the riparian buffer for stormwater wetland #1, currently consists of
grass/brush. The impacted areas will be replanted and re -seeded once the outlet pipes are installed.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction limits will be precisely located in the field to avoid further additional impacts. Silt fence will be
provided along the entire length of riparian buffer as part of erosion control measures whose purpose is to avoid
and minimize impacts from the construction of the project. In addition, RoLanka BioD-Mat 40 coir mattings will be
installed at the ends of flared end sections (FES#2 and FES#4) in the unnamed tributaries to Fork Swamp in
order to provide high erosion resistance while supporting growth and re -development of vegetation once the outlet
pipes are installed.
FORM: BA 10-2013 Page 4 of 6

C. Impact Justification and Mitigation, continued
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
E-1 es ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact Total impact Multiplier Required mitigation
(square feet (square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑Yes ❑ No
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: SSGP3080 8-13 Page 5 of 6

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ® No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
public (federal/state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
1.
Environmental Documentation
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use of
❑ Yes ® No
public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
I c PA1 vv�o� � �►8
licant/Agent' Printed Name A licant/Agent's Signature Date
(Agent' signature is vali my if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
by First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail
via the US Postal Service
Karen Higgins
NCDW R — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
OR Karen Higgins
NCDW R — 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID:
STREET ADDRESS:
84243, 25766
401 Castleford Drive, Winterville, NC 28590
Please print: William D. Mitchum, Jr.
Property Owner:
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Igor Palyvoda of Baldwin Design Consultants, PA
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
1308 Evans Street, Greenville, NC 27834
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Date:

Water Resources
I nvironmental Quality
February 7, 2018
Cooper Island Development, LLC
ATTN: Mr. William D. Mitchum, Jr
1308 Evans Street
Greenville, North Carolina 27834
ROY COOPER
(inventor
MICHAEL S. REGAN
S'errrleu•v
LINDA CULPEPPER
hNc•rim Director
16-0328 v2
PITT County
Subject: On -Site Stream Origin Determination for Applicability to Neuse Riparian Buffer Rules (15A NCAC 02B .0233)
Subject Property/ Project Name: Brookfield s/d, Section 4
Address/Location: NW corner of the intersection of Old Tar Road and Laurie Ellis Road; Winterville, NC.
Stream(s) Evaluated: 1 (UT to Fork Swamp, Class C; Sw, NSW; Stream Index #27-97-4, Neuse River Basin)
Determination Date: January 19, 2018
Staff: Chris Pullinger
Determination Type:
Buffer:
Stream:
® Neuse (15A NCAC 026 .0233)
❑ Intermittent/Perennial Determination
❑ Tar -Pamlico (15A NCAC 026 .0259)
❑ Catawba (15A NCAC 02B.0243)
❑ Jordan (15A NCAC 02B .0267) (governmental
and/or interjurisdictional projects)
❑ Randleman (15A NCAC 02B.0250)
❑ Goose Creek (15A NCAC 02B.0605-.0608)
Stream E/I/P* Not Subject Subject Start@ Stop@ Soil USGS
Survey Topo
16-0328 E X 16-0328 Start 16-0328 Origin X X
16-0328 1 X 16-0328 Origin 16-0328 Finish X X
*E/!/P = Ephemera!/Intermittent/Perennial
The Division of Water Resources has determined that the streams listed above and included on the attached map
have been located on the most recent published NRCS Soil Survey of Pitt County, North Carolina and/or the most
recent copy of the USGS Topographic map at a 1:24,000 scale and evaluated for applicability to the Neuse Riparian
Buffer Rule. Each stream that is checked "Not Subject" has been determined to not be at least intermittent or not
present on the property. Streams that are checked "Subject" have been located on the property and possess
characteristics that qualify them to be at least intermittent streams. There may be other streams or features
located on the property that do not appear on the maps referenced above but may be considered jurisdictional
according to the US Army Corps of Engineers and subject to the Clean Water Act.
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) calendar days of date of this letter to the Director in writing.
="'Nothing Compares'--•_
State of North Carolina I Environmental Quality I Water Resources -Water Quality Regional Operations Section -Washington Regional Off -ice
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481

If sending 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.):
clo Karen Higgins
DWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This determination is final and binding as detailed above, unless an appeal is requested within sixty (60) days.
This determination only addresses the applicability to the buffer rules and does not approve any activity
within the buffers. The project may require a Section 404/401 Permit for the proposed activity. Any
inquiries regarding applicability to the Clean Water Act should be directed to the US Army Corps of
Engineers Washington Regulatory Field Office at [phone].
If you have questions regarding this determination, please feel free to contact Chris Pullinger at [phone].
Sincerely,
ZJRobert Tankard, Assistst Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: WaRO DWR File Copy
L.ASERFICHE
Igor Palyvoda, Baldwin Design Consultants, PA (via e-mail: [e-mail]
Gary Beecher, USACE (via e-mail)

M, - _ — _
2016-1632 v2
A
Brookfield s//d,,�S*eection 4
0
for
,6;,0328 Star�t
13 Goo�l>
U
North CardIm ErwOroirm"rO l
Maanaagement Commissi
pon
For' "� �Q Resources
S BaWnEkAW
Reviewed = L
;KA b
�.'�c�s c� -. cut• { 1
ITQIF mo "001, is
�Ka

North Catowr a Em*& n smtd
O� �9e Commtss(orl
Br
DatFbre
Ravtewed by

11001111110111111111
Doc ID: 012184890003 Type: CRP
Recorded: 01/14/2014 at 10:50:03 AM
Fee Amt: $686.00 Pape 1 of 3
Revenue Tax: $660.00
Pitt County, NC
Lisa P. Nichols REG OF DEEDS
BK3188 PG526-528
------------------------[SPACE ABOVE THIS LINE RESERVED FOR RECORDING DATA] --------------
NORTH CAROLINA Prepared By: HORNE & HORNE, PLLC
COUNTY PITT Return To: Cooper Island Development, LLC
Parcel Number: 76198 300 Cotanche Street
Revenue Stamps 660. °' Greenville, NC 27858
GENERAL. WARRANTY DEED
The 11'reparer is informed that all or a portion of the property herein conveyed does not include the
principal residence of the Grantor.
THIS DEED, made and entered into this the Yd day of January, 2014, by and between BB&D, a
North Carolina General Partnership, consisting of WILLIAM C. BOWEN, SR., General Partner, DEREK
P. DUNN, General Partner whose address is 1990 Smythewyck Drive, Suite 200, Greenville, North Carolina
hereinafter called GRANTOR, and COOPER ISLAND DEVELOPMENT, LLC, a North Carolina limited
liability company whose address is 300 Cotanche Street, Greenville, North Carolina, hereinafter called
GRANTEE;
WITNESSETH:
That Grantor, for and in consideration of TEN DOLLARS ($10.00) and other good and valuable
consideration to him in hand paid by Grantee, the receipt of' which is hereby acknowledged, has given,
granted, bargained, sold and conveyed and by these presents does give, grant, bargain, sell and convey unto
the said Grantee, his heirs and assigns, in fee simple, the following described real property, to -wit:
Lying on the West side of Old Tar Road in Winterville Township, Pitt County, North Carolina and
being all that certain tract of land containing 28.439 acres as shown on the plat entitled "Boundary
Survey for MKRR Development, LLC", and recorded in Map Book 69 at Page 50 in the Office of

the Pitt County Register of Deeds, to which map is herein referenced for a more complete and
accurate description.
TO IIAVF, AND TO IIOLD the above described real property with all the rights, privileges and
appurtenances thereunto belonging or in anywise appertaining unto the said Grantee, his heirs and assigns,
in fee simple forever.
And the Grantor, for himself, his heirs and assigns, covenants with Grantee, his heirs and assigns,
that he is seized of said premises in fee and has the right to convey the same in fee simple; that the same is
free and clear from all encumbrances except easements and restrictions of record and 2014 ad valorem taxes
which are to be prorated between Grantor and Grantee at the time of closing, noncompliance with local,
county, state or federal governmental laws, ordinances, or regulations relative to zoning, subdivision,
occupancy, use, construction or the development of the subject property, if any, and that he will warrant and
defend the title to the same against the lawful claims of all persons whomsoever.
When reference is made to the Grantor or Grantee, the singular shall include the plural, and any
reference to gender shall include masculine, feminine and neuter.
IN WITNESS WHEREOF, Grantor has adopted the word "SFAI," as his seal and has hereunto set
his hand and seal on this the day and year first above written.
BB&D, A North Carolina General Partnership
BY: /'`� - -'-
(SEAL)
WILLIAM C. BOWEN, SR., General Partner
BY: -- ... -- —(SEAL)
DEREK P. 6tJ General Partner

STATF OF NORTI I CAROLINA
COUNTY OF PITI'
I certify that the following person(s) personally appeared before me this day, each acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated: WILLIAM C. BOWEN. SR., General Partner.
Witness my hand and Notarial Seal, this the /0 f� day of January, 2014.
(/�%,I�N
Hor4 ;O►
9
VBL1C
STATE 0 AlLINALA
COUNTY OF
NOTARY Pt BLIC
Print "hyped Name:. 7
My Commission F,xpires: X73 /S
I certify that the following person(s) personally appeared before me this day, each acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated: DEREK P. DUNN, General Partner.
Witness my hand and Notarial Sea], this the �df� day of Januar�,.2014.
ZY-K--, 7
"' / NOTARY_?JBL1C
Pri /Typed Name: �, l-�sr
My Commission Expires: l/ --/3-/-s

Doc ID: 013860490005 Type: CRP
Recorded: 06/30/2017 at 11:06:42 AM
Fee Amt: $776.00 Pape 1 of 5
Revenue Tax: $750.00
Pitt County, NC
Lisa P. Nichols REG OF DEEDS
BK3573PG522-526
File: Spong, Wan (#3097)
War Deed (Rev `09 LK&P)
Conrad E. Paysour, III, Attorney
Greenville, North Carolina
Grantee, Cooper Island Development, LLCQ'�1Q�
This instrument prepared by: Lanier, King & Paysour, PLLC
Conrad E. Paysour, III
Attorney at Law (Grantor's Attorney)
Post Office Box 1505
Greenville, NC 27835
Phone: [phone]
Brief Description: #1 Harrington Tract, +/- 24.30 ac. n/s Laure Ellis Rd, Winterville Twsp., #25766
Revenue Stamps: $750.00
Grantor's Primary Residence?: No
GENERAL WARRANTY DEED
WINTERVILLE TOWNSHIP, PITT COUNTY, NORTH CAROLINA
(NO TITLE SEARCH / NO TITLE OPINION)
(4 Pages)
THIS DEED made this /84day of 122 e , 20 /7 , by and between the Grantor
and Grantee identified below:
GRANTOR:
Kenneth Gillespie Hams, III
& wife, Beth Susan Slomine;
AND
Wanda Harris Spong
& husband, Joseph K. Spong
M#i�n�gBAd ess:
%..%rJC� KW S
GRANTEE:
Cooper Island Development, LLC,
a North Carolina limited liability company
Mailing Address:
T- 0. 0" 60&
Cyreen�,; Ue: kx 27&35
5

The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all of that certain lot or parcel of land situated in the State of North Carolina and
more particularly described as follows:
Description (#1 Harrington Tract, +/- 24.30 ac. n/s Laure Ellis Rd, Winterville Twsp., #25766):
Being that certain lot or parcel of land situated in Winterville Township, Pitt County, North Carolina
(Current Address: 2810 Basil Lane), which is more particularly described as follows:
Being all of Pitt County Tax Parcel #25766, containing by tax estimation approximately 24.30
acres, more or less, located on the north side of Laure Ellis Road and the west side of Old Tar
Road, all as more particularly described by the attached Exhibit A from that 12/31/2016 Non -
Warranty Deed from Margaret Harris Dickson & spouse, John David Wilson, and Karen Harris
Klingler & spouse, James Robert Klingler, to Kenneth Gillespie Hams, III & Wanda Harris
Spong, recorded 03/20/2017 in Book 3536, Page 13 of the Pitt County Registry, the said Deed
and its attached Exhibit A incorporated herein for a more complete and accurate description.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
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 the 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:
**The lien of taxes for current and subsequent years which are to be paid by the Grantee (current
year taxes prorated at closing).
**The Right -of -Way associated with Laurie Ellis Road & Old Tar Road.
**All matters shown by the Plats recorded in Map Book 77, Page 97 and in Map Book 61, Page
102 of the Pitt County Registry.
* * Farm Lease to Mike White & Jonathan White expiring 12/31/2017.
**Taxes for the subsequent years, right-of-ways for public and subdivision highways, roads and
utilities (over, under and upon the described realty), easements and restrictions of public record,
and noncompliance, if any, with local, county, state or federal government laws, ordinances, or
regulations relative to zoning, environment, subdivision, occupancy, use, construction or the
development of the subject property, and all matters that would be disclosed by a current,
accurate map of survey of the property.
**No title search was requested from the preparing attorney for the realty conveyed herein and no
title search was performed. The preparing attorney has given no opinion as to the validity or
quality of the title being conveyed herein.
**This Deed was prepared from information provided by the Grantee.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day and year first
above written.

Kenneth Gillespie HarAs, III & wife, Beth Susan Slomine
Wanda Harris Spong & husband Joseph K. Spong
f V l ✓I STATE
it COUNTY
I, a Npptary Public of th County and State aforesaid, certify that
I�,e n rtP�'►�-
61 (lCs �i rr .
personally appeared before me this day and acknowledged the voluntarily execution of the foregoing
instrument in the capacity indicated for the purposes stated therein.
Witness my hand and official stamp or seal, this ZO day of _� V ry-. , 20
My Commission expires: d &&4� l•Q 1
r , , Notary Public's Official Signature
/STAMP
^ ' c o; • �'� Notary Public's Printed or Typed Name
�v v CATHERINE PICKERALL
`4 •o Y v• — Notary Public Maryland
n .°' r` A Z. n v Calvert County
+n,• My Commission Expires
'L i►�a•' �% �` July 08, 201 7
41 D
STATE
V COUNTY
I a Notary Public of the County and State aforesaid, certify
that
personally appeared before me this day and acknowledged the voluntarily execution of the foregoing
instrument in the capacity indicated for the purposes stated therein.
Witness my hand and official stamp or seal, this day of _T LkV , 20J_7.
My Coe)- t�xpires: Qavi
(C— P, 4,L'ay
Notary Public's Official Signature
OFFICIAL SEAL/STAMP
CArH
r— :� p • y p •
'0
t
l- G•�J �D� � n�,
Notary Public's Printed or Typed Name
CATHERINE PICKERALL
Notary Public -Maryland
Calvert County
My Commission Expires
July 08, 201 7

Kenneth Gillespie Harris, III & wife, Beth Susan Slomine
A A- iJ—/VfMjq/
�rnda-Harrpong & husb Joseph K. Spong
Sour r 1 (2VA iMSTATE
_ick 112M COUNTY
I, a Notary Public of the County and State aforesaid, certify that
personally appeared
before me this day and acknowledged the voluntarily execution of the foregoing
idicated for the purposes stated therein. _
.d official stamp or seal, this 1$ day of ,J U. n e, , 20G,
.
2•SI- Zo2t, LJ
-liptary Public's Official Signature
r ,4 QL LP W. F
Notary Public's Printed or Typetame
Y0k� STATE
'C l COUNTY
__-I, a Notar Public of the County and State aforesaid, certify that
Josenh K.
personally appeared before me this day and acknowledged the voluntarily execution of the foregoing
instrument in the capacity indicated for the purposes stated therein.
Witness my hand and official stamp or seal, this day of T h 2. , 20j'j.
My Commission expires:
C,,,,,,F( Notary Public's Official Signa
0E¢", U'i SEAc- , P 'j -2,4a -t &L W . P '
s 4%' NOTaA y ��' Notary Public's Printed or T d Name
1 IP • D0C. 30;o"' rw
'�-

EXHIMT A
PROPERTY DESCRIPTION
Tract 1- "Harrington Tract"
That certain tract or parcel of land in Winterville Township, Pitt County, on both sides of what is known or
sometimes referred to as the Dr. Cox Road, bounded on the east by the old Tar Road, on the north by the
lands of Claud Harrington and others, on the west by the Cox land and the Carroll land, and on the south by
the Ellis land et als, containing 78.8 acres, more or less, and being the first parcel of land described in a deed
executed by F Weathington et als to S G Worthington recorded in Book J-23 at Page 48. There is
EXCEPTED from these lands 20 acres which have been allotted to Dolly Walker. The actual separation of
such 20 acres to be worked out between B N Worthington and Dolly Walker.
Less and except the following:
Being all of Tract 1 consisting of 9.12 acres of land as the same appears on that map entitled "Survey for A.
Donald Stallings" dated January 9, 2014, prepared by Bjerkeset Land Surveying and recorded in Map Book
77, page 97 of the Pitt County Public Registry.
This conveyance is made subject to those easements and restriction of record in Pitt County Registry.
For additional title information, see Book 3219, page 288, Pitt County Registry. See also, See Report of
Commissioners Share #5. Paragraph 1. found in Book T-30, Page 216. Pitt County Registry. See also, Will.
of B.N. Worthington, Pitt County Clerk of Superior Court, 79E-349.

E SW
` U.S. DEU.SRGEOIOWCALTHE
GRIVEV RN)R.��� Ip MLLUROLM�Mrt OGLE
• ) S WNIRE SERIES
rno 7<m,E
77zr.o- zs
TT
_ Y
-
•
-2 cx
a -
g
—
r -
nw r i• _ .ern "; - t
p.
jv
rw
- � _ � �{PS� ��—�--r rT i• J
ect
- B
- - -- -
7a 75 7B -nn T 'fl 'eE s 41 v. — - 43 hl"'E n•zz'3o
heluM ev lM unM StRa G.ablNal Surry • SCALE 1:24000 aGw EG•lgx
nr• M•� 4�.w+cw. wnw Nw•. ' n•�6-•ly �....�_ ' r - � —�... '� � n mem
r rry. run-. rinw� w rc B'I�Y VI '� �• a
rr • _nx
..
w^.. _ ........... ""ow:r. 10r• ••,"m""••` wmr^wu.reneu oarw n. =
mrmu. •rrtnurm
z z
um...................... rnmx e.m..,. e.r.... nn n n.+.....r.a-a.r..r... .mw * ami
urr _
rr.r.. __m wrw. n.r..e n..,n.. r.n nr. .^•r•.(m-upm.rwrr..r.,. s.r........•.n • . . ..� GREENVILLE SW, WC IM �
GP CovrdiVo 5:
35.s186583-17,391078 35. 9ig ll 1,- 77.384644

qH — Sri ._r NUMBER 56
r jlt 7i: *L•!
`� Qe
Ly Ly
i y X15 ByL4 U
Go _
- 'NOB ���
O EAA 4
Ly L
GOA
NrA
Ots OtiA i
�r' EIKA h �' i
LY !yr$ Ua C:nA
oil N ., LY -
LyRa Nrg Nrfi i. jj Y+As r a
ocy! 1 = } R■ it�bt -
Goll J [ L� r
Ra
rir8 LGoA
{
tiea t i Ly _
4 - f Nr82'
EaA1
Nr
08 CTW
13 < U
GOA FxA
LY`y
Cnh I Y f
_ ' a
GOA Cha lY
o ` a EY -A n . t
r h
Bb GP to _� r
- f �t t
O°� G00� C
i86SLy E
A ,' 97"$ Ps r
E,A C, r,•s
1 (y`�
Ffrf _J '��� C ..
refs Its Woo
LY
GaA,MrAExA R• ' Ns
fire _
�m as + f Was ExA
We
t Y---.3 S 'fi64'! t, a rA ,
13
Y 3
Ra r' QF S
1! ice. Nr8 NrA
s MrA 1
Gas
i
C"
Gnll t•Ir$
LY
d R Yb
GOA GO* �
Wa G*A lA�i A % GoA
_+ LY 130A
Its L Aisa
w s wee y WWO ♦ Jft
Rn NrE rx•R
'Pco�e�t S Ijc,

Lauric Ellis Rd - Google Mule
Google Maps
Laurie Ellis Rd
fps
lit tl-)s://krkk �,k.goxi_Ic.comhnaps/hlarc/LaLn is+Ellis+Rd.+Winter\ ill...
Coocai rok-VES: 35.518 GS? - 77.397079
Laurie Ellis Rd
Winterville, NC 28590
PS C004%ro eS:
35,51911-1)-71. 8ggG �I
Map data @2018 Google 200 ft
I of 2 12/3/_2018, 1 I :46 AM

SUPPLEMENT -EZ FORM COVER PAGE
Please indicate the types, quantities and locations of SCMs that will be used on this project:
Quantity Location(s) _
Infiltration System
Bioretention Cell
Wet Pond
Stormwater Wetland 2 Northeast and northwest corners of the property
Permeable Pavement
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title:
Igor Palyvoda, PE
Organization:
Baldwin Design Consultants, PA
Street address:
1700-D East Arlington Boulevard
City, State, Zip:
,Greenville, NC 27858
Phone number(s):
','[phone]
Email:
[e-mail]
Designer
`'6p, O. Uyq '
OQ'
Z •a `' 3��g
0� A�Q• QQ
ENW •yJ
GOR PPN;•\,•
111rSQ0J%%%��
IM, MM4 &A�&s
Sign re of Designer
Date
Applicant:
Project Name:
Brookfield Section 4
Address
Off the western R -O -W of NCSR 1700 and northern
R -O -W of NCSR 1713
City / Town
Winterville, NC 28590
Company:
Cooper Island Development, LLC
Contact:
Mailing Address:
William D. Mitchum, Jr.
1308 Evans Street
City, State, Zip:
Greenville, NC 27834
Phone number(s):
252) 752-5101
Email:
billmitchum0mercerglass.com
Certification Statement:
I certify, under penalty of law: that this Supplement -EZ form and all supporting
information were prepared under my direction or supervision;
- that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete; and
that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board.
Cover Page 1 11:21 AM 12/3/2018

STORMWATER WETLAND
Brookfield Section 4
THE DiU NAGE AREA
Drainage area number
Total coastal wetlands area (sq ft)
1
0
Break down of BUA in the drainage area (both new and existing):
Parking / driveway (sq ft)
Total surface water area (sq ft) (
0
Sidewalk (sq ft)
Total drainage area (sq ft)
610493 sf
Roof (sq ft)
BUA associated with existing development (sq ft) i
0
Roadway (sq ft)
Proposed new BUA (sq ft)
266474 sf
Other, please specify in the comment box below (sq ft)
_..
--
_._......_.._.._.._.........�.._.....
Percent BUA of drainage area
43.65%
Total BUA (sq ft)
266474 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program(s) that apply (please specify)
Town of Winterville --� -
Design rainfall depth (in)
Minimum volume required (cu ft)
Designvolume of SCM (cu ft)
1.0 in
22530 cf
19011 cf� -
GENERAL11AW,FROM 02H.1050'
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
#2 Is the SCM located on or near contaminated soils?
Yes
No
#7 If applicable, with the SCM be cleaned out after construction?
#8 Does the maintenance access comply with General MDC (8)?
Yes
Yes
#3 What are the side slopes of the SCM (H:V)7
3:1
#9 Does the drainage easement comply with General MDC (9)?
Yes
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
#4 Are the inlets, outlets, and receiving stream protected from erosion (10 -year storm)? I
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow? Yes
... _._ ......._..._..... _ .. _....... _...................... ......... — _ _ m .
#6 What is the method for dewatering the SCM for maintenance? Pump (preferred) 11#13
STORMWATER WETLAND MDC FROM 02H.1054
#1 Permanent pool elevation (fmsq 59.75
#1 Temporary pool elevation (fmsl) j 61.00
#12 Is there an O&M Plan that complies with General MDC (12)?
........ ._....... .. ........... . ........... ........................................... ..............__-_._ ...
Was the SCM designed by an NC licensed professional?
#8 Total surface area of the shallow water zone at temporary pool (square feet)
#8 SW wetland surface area comprised of shallow water zone at temporary pool (%)
Yes _
Yes
8052 sf
45%
#1 Ponding depth (inches)
15 in
#8 Depth of the shallow water zone below permanent pool (inches)
9 in
#2 Is the SW wetland designed for peak attenuation?
Yes
#8 Elevation of bottom of the shallow water zone (fmsi)
59.00
#2 If so, peak attenuation depth (inches)
19.0 in
#9 Total surface area of the temporary inundation zone at temporary pool (square feet)
5368 sf
#3 Surface area of SW wetland at temporary pool (square feet)
17893 sf
#9 SW wetland surface area comprised of temp inundation zone at temp pool (%)
30%
---...-----------.._.._....._......_.._.._..._—..—.--._
#4 Depth of soil amendment (inches)
N/A
_—._........................_._.__.._...._._----...._..__.._... ___......._. — _ _..__..._._
#9 Height of the temporary inundation zone above permanent pool (inches)
15 in
#4 Describe how the soil is being amended to promote plant growth:
#9 Elevation of bottom of the temporary inundation zone (fmsl)
59.75
N/A
#10 Drawdown time for the temporary pool (hours)
52 hrs
#10 Does the orifice drawdown from below the top surface of the permanent pool?
Yes
#11 Does the pond minimize impacts to the receiving channel from the 1 -yr, 24 -hr storm?
Yes
#6 Are the inlet(s) and outlet located in a manner that avoids short-circuiting?
Yes
#12 Has a landscaping plan that meets SW Wetland MDC (12) been provided?
Yes
#6 Describe any measures, such as berms or baffles, that will be taken to improve the flow path:
#13 Number of plants per 200 square feet (#) in the shallow water zone:
50
N/A
#13 Describe the planting plan for the shallow water zone:
_. _........ .......... .................
A minimum of 5 different species with no more than 30% of single species spaced at 2' on center.
Recommended species: Sweetflag, Arrow Arum, Duck Potato, Pickerelweed, Wool Grass
#6 Surface area of the forebay at temporary pool (square feet) 2684 sf
#6 Overall SW wetland surface area comprised of forebay at temporary pool (%) ! 15%
#6 Depth of forebay below permanent pool (inches)
33 in
#14 Does planting for the temporary inundation zone comply with SW Wetland MDC (14)?
Yes
-
#6 Elevation of bottom of forebay (fmsl)
57.00
#14 Describe the planting plan for the temporary inundation zone:
#6 Will the forebay be cleaned out when depth is reduced to 15 inches or less?ygs
A minimum of 5 different species with no more than 30% of single species spaced at 2' on center.
Recommended species: Swamp Milkweed, Cardinal Flower, Joe Pye Weed, Scarlet Rose Mallow, lronweed
#7 Total surface area of the non-forebay deep pools at temporary pool (square feet) 1790 sf
#7 SW wetland surface area comprised of non-forebay deep pools at temporary pool (%)
10%
#15 Are the dam structure and temporary fill slopes planted in non -clumping turfgrass .0
Yes
#7 Depth of non-forebay deep pools below permanent pool (inches)
-- _.__..__.._........-----........... ........... _._..__.-._.........._.._ - ..
#7 Elevation of bottom of non-forebay deep pools (fmsl)
33 in _
57.00
#16 W ill cattails be planted in the wetland?
._. ...................................... ..- .... .............................
#17 Is a trash rack or other device provided to protect the outlet system?
No
Yes
ADDITIONAL. INFORMATION
Please use this space to provide any information about this stormwater wetland that you think is relevant to the review:
Note: Stormwater wetland #2 has larger temporary pool volume than stormwater wetland #1 in order to overtreat direct runoff. Total provided temporary pool volume = 19,011 d (stormwater wetland #1) + 21,567 cf (stormwater wetland #2)
= 40,578 cf. The total minimum required temporary pool volume = 22,530 cf (stormwater wetland #1) + 14,859 cf (stormwater wetland #2) = 37,389 cf. The total provided temporary pool volume of 40,578 cf is larger than the minimum
required total temporary pool volume of 37,389 cf. Therefore, adequate treatment has been provided.
Wetland 1 11:22 AM 12/3/2018

STORMWATER WETLAND
Brookfield Section 4
HE DRAINAGE AREA
2
Drainage area number —�1
2
Break down of BUA in the drainage area (both new and existing):
Total coastal wetlands area (sq ft) i
0
Parking / driveway (sq ft)
Total surface water area (sq ft) __—....—._
0
Sidewalk (sq ft)
Total drainage area (sq ft)
415650 sf
_ —
Roof (sq ft)
BUA associated with existing development (sq ft)
0
Roadway (sq ft)
Proposed new BUA (sq ft)
175050 sf
Other, please specify in the comment box below (sq ft)
Percent BUA o drainage area
42,11%
Total BUA (sq ft)
175050 s
COMPLIANCE WITH THE 40PDCABLE STORMWATER PROGRAM
,
Stormwater program(s) that apply (please specify).
Design rainfall depth (in)
1.0 in
Town of Winterville
Minimum volume required (cu ft)
14859 cf
Design volume of SCM (cu ft) ��_ _4_21567
cf
GENERACMUCT—RUM-12'A .1050
7.7
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
#7 If applicable, with the SCM be cleaned out after construction?
Yes
#2 Is the SCM located on or near contaminated soils?
No
#8 Does the maintenance access comply with General MDC (8)?
Yes
#3 What are the side slopes of the SCM (H:V)?
3:1
#9 Does the drainage easement comply with General MDC (9)?
Yes
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes? . .............._.........
General
__.._._........
#4 Are the inlets, outlets, and receiving stream protected from erosion (10 -year storm)?
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?—
Yes
#12 Is there an O&M Plan that complies with General MDC (12)7
Yes
#6 What is the method for dewatering the SCM for maintenance?
Pump (preferred)
213 Was the SCM designed by an NC licensed professional?
Yes
MIMUER WITEINS—MRFROM 02H x054
.�m
#1 Permanent pool elevation (fmsl)
—_....---........_._.... — - .......... _._.... ._.__.._.._
61.57
a
#8 Total surface area of the shallow water zone at temporary pool (square feet)
9134 sf
............._................__...._............................__............
#1 Temporary pool elevation (fmsq
—
62.82
-----.............__.._..................................__._ - -- --- --- .—_._........---....._
#8 SW wetland surface area comprised of shallow water zone at temporary pool (%)
45%
#1 Ponding depth (inches)
15 in
#8 Depth of the shallow water zone below permanent pool (inches)
9 in
#2 Is the SW wetland designed for peak attenuation?
Yes
#8 Elevation of bottom of the shallow water zone (fmsl)
60.82
#2 If so, peak attenuation depth (inches) I
12.6 in
#9 Total surface area of the temporary inundation zone at temporary pool (square feet)
6089 sf
—
#3 Surface area of SW wetland at temporary pool (square feet)
20298 sf
#9 SW wetland surface area comprised of temp inundation zone at temp pool (%)
30%
#4 Depth of soil amendment (inches) _ — — ;
_. _ .
WA
#9 Height of the temporary inundation zone above permanent pool (inches)
15 in
....-- ....
#4 Describe how the soil is being amended to promote plant growth:
- ............... - ....... -
#9 Elevation of bottom of the temporary inundation zone (fmsl)
61.57
WA
#10 Drawdown time for the temporary pool (hours)
59 hrs
#10 Does the orifice drawdown from below the top surface of the permanent pool?
Yes
#11 Does the pond minimize impacts to the receiving channel from the 1 -yr, 24 -hr storm?
Yes
#6 Are the inlet(s) and outlet located in a manner that avoids short-circuiting?
Yes
#12 Hasa landscaping plan that meets SW Wetland MDC (12) been provided?
Yes
#6 Describe any measures, such as berms or baffles, that will be taken to improve the flow path:
#13 Number of plants per 200 square feet (#) in the shallow water zone:
--- .---- _.._....._
50
N/A
... —_...._..----.--_.......__............
#13 Describe the planting plan for the shallow water zone:
_
A minimum of 5 different species with ne morethan 30'% of single species spaced at 2' on center.
#6 Surface area of the forebay at temporary pool (square feet)3045
at
Recommended species: Sweetflag, Arrow Arum, Duck Potato, Pickerelweed, Wool Grass
#6 Overall SW wetland surface area comprised of forebay at temporary pool (%)
15%
#6 Depth of forebay below permanent pool (inches)
33 in
#14 Does planting for the temporary inundation zone comply with SW Wetland MDC (14)?
Yes
#6 Elevation of bottom of forebay (fmsq
58.82
#14 Describe the planting plan for the temporary inundation zone:
#6 Will the forebay be cleaned out when depth is reduced to 15 inches or less?
Yes
A minimum of 5 different species with no more than 30% of single species spaced at 2' on corder.
#7 Total surface area of the non-forebay deep pools at temporary pool (square feet)2030
sf
Recommended species: Swamp Milkweed, Cardinal Flower, Joe Pye Weed, Scarlet Rose Mallow, Iron weed
--
#7 SW wetland surface area comprised of non-forebay deep pools at temporary pool (%) i
-
10%
#15 Are the dam structure and temporary fill slopes planted in non -clumping turfgrass?
Yes
#7 Depth of non-forebay deep pools below permanent pool (inches)
33 in `' "
#16 Will cattails be planted in the wetland?
No
#7 Elevation of bottom of non-forebay deep pools (fmsq
58.82
#17 Is a trash rack or other device provided to protect the outlet system?
Yes -
Please use this space to provide any information about this stormwater wetland that you think is relevant to the review:
Note: Stormwater wetland #2 has larger temporary pool volume than stonnwater wetland#1 in order to overtreat direct
runoff. Total provided temporary pool volume = 19,011 cf (stormwater wetland #1) + 21,567 cf (stormwater wetland #2)
= 40,578 cf. The total minimum required temporary pool volume = 22,530 cf (stormwater wetland #1)
+ 14,859 cf (stormwater wetland #2) = 37,389 cf. The total provided temporary pool volume of 40,578 cf is larger than the minimum
required total temporary pool volume of 37,389 cf. Therefore, adequate treatment has been provided.
Wetland 2 11:22 AM 12/3/2018

EROSION CONTROL NOTES: CONSTRUCTION NOTES
1. No -0 0ISTU96ING ACTnm'r BEYOND THE REOuIRED To INSAU-
.1PPROPRNTE EROSION CONTROL MEASUW
RES NOT PROCEED U- EROSION
TROL
CONNEASURE PRE INSPEC AND APPROVED W THE STATEI.
. P AU MCAS SIMLL BE CpnKIEO m .st wa EACEP, ALR TK TOP 6' OF SUBGRIDE WMCN 9�uLL
2. SCHEDULING OF A PRE -CONSTRUCTION CONFERENCE WTH MSION E EROSION BE CON"K"ED TD ,OO,F YMIYW ORF DESO, w ACCWONOE ,RAIL AKNTO-TW.
CONTROLINSPECTOR IS REOURED PRIOR TO INF- LAID DISTRRBINIG 2. ILL WFRNORR SHML BE IN ACCMOMKE MM MdDM ] - TM"RNOWf OF LTE NCOOT
M',EFOR STANDIT61 SPSrIVOO"6 FDR
ACT. INSPECTON PLEASE CALL [phone] A 24 -TOUR ROADS AND SaNC"WiE DATED JNMMT' m12.
NOTICE 5 REOUREO. J.PPE CULVDDS SNAIL BE N ACCD"OAN[E RTTX p.W. J -RPE CLLVOOS' K M NCoOT STANOAIO
3. SEED OR OTNERIFISE PRCVOE GROU® COYER DMCE OR STRUCRRIE SPECPtt TONS FOR ROADS AND 12
SuFT1nENT To RESTRAN EROSON Fol" M.L DENUDED 5L1+PE5 wmlN) OAxS 4. NAIOR SI-XIES a w MDawuR:E WIN DAASION 4 - w+DP SnOCTMiFB' di TIE NLTOT STMUYO
FOR SLOPES """ THAN 3.1 OR 14 DAYS FOR SLOPE FLATTER THw 4:+. SOE6"CATON6 FOR ROrDS AND STRUCNRfs M,m AVFJARv SOIL
4. CONTRACTOR SNAILL THAN
AND MAINTAIN AS NEEDED ALL EROSON CONTROL S AL1 sfernnAOE. B SII AILD sNdIDE"6 SWl1 eE N ACCORDYCE W"M Om$TDII 5 - ^sLeDwDE 6". MO
DEVICE ON A WEEKLY BASIS AND AFTER EACH MAJOR SIORIA EVENT. FAILURE SX01ADO6' OF lIE NC00T STNOMO SPECIFICATIONS, FOR ROWS AND 51RUCTWES DAZED .MMMRY m12
TO NEEP ER090N CONTROL DEVICES IN 0000 RofiNING ORDER MAY RESULT 6. ALL AlNFLT PAVFApTS SHWL RE IN ACCgOANCE W11H aNSlor: 6 - "MPLNLT PAVpEH,S' OF TIO NOWT STANDARD
IN ISSUANCE OF A STOP WORN OROER OR DMR PENALTIES UP M i5W0 PER SPECrTGlONS FOR RWM MIO SIPUCNP6 DAlm .4WUMh m,2
DAY OF NDLA110N. SITES -Ul- SEdNENT TRAP$ MUST ALSO SPECIFY A T ALL CONCRETE THFMEN6 AND STANDARD
DN5 SMML ff IN ALCl1ROW D WIM DMSOII X - 'CONCRETE PAVEMfN6 ANO
-1... DEPTH OF SEN"" PRIOR TO CLEAN OUT. SX.l0O5' OF 111E ICOM STIN6WD SPEbFMAAlOR6 Fdl PO.°D5 AND 5T"IUCNTIES DATED JAMWTi m,2. r
5. THE STATE ENGINEER RESERVES THE RIGHT TO REQUIRE AOR"ONAL EPOSION B. PRCIUENTAAS SNPLL BE w ACCORDANCE WON DA6ON B - "INdpENM15' W THE H.OT STANDARD SPECPICOONS
CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE ALL R0M5 u!D $MUCTIIPE DATED --
INADEQUATE-
AN-
a. sWMNO S1MLL BY N ACDDRawDE wnN OM91Ox I - -mNwc• OF I,E NcoW sTAxawO SPECIFlGTIOA6 FOR RWM
6. BNO�PIPERSON MAY INITIATE A LAND DISTURBING ACTMTY REFORM NOTMNG llff AND 5TPIONRES DARO JPNUARr .12. $ E /
STATE OF ME GATE OF THE LAND OISNRBING ACiMIY. ,0. Atl W1EHILL4 SIw1 BE N ACCORDANCE w,H OMAN 10-'I,AIFRWS" OF TILE MOODY STANOARU SPECIFIWTMNs FOR °
7. ACCEPTANCE ! APPRwAI OF TNR PLAN 5 CONDTONED UPON YOUR TOMS rJ0 91NULTURFS DATER JNOAWv ml1 0 Ry UBL1C)
COMPLYNCE WTH FEDERAL AND STATE WATER OWLTY LAWS. REGuLAITONs 1,. N WORK ZONE 1NAF% CDN1R0. - BE N Wcawvxt RTTH ONI51011 1, - ^WOIIK ZINE IRAF:O CONROL" W l,ff BIB P /
AND RULES AImfrON. LOCAL CO' MID COUNTY DANNANCE OR PULES COOT STANOMW SPECWYAIMNS FM RDIM AND 5"NORRES atm JAIAMar mt2. - / BA 36 / W I
ALSO FILLIES,
lO Ms LAND 061lNBING ACi,Y1TY APPRPAAL Br Iii STATE la AIL PMDNNr MAMa+Gs. MARXms AND DBBE TIOAI $ANLL IE w AccaImMAE WTI pWSXNI ,2 - 9AVElENY MYRN4 60 R/N
006 NOT SUPERSEDE ANY OTHER PERMON OR APPROVAL AND, ' a TIE xCWY STNOMO SPECWIGlOHS idl ROMs AN.
& PLEASE BE ADNSE TWT A RULE TO PROTECT MUD MAIN.. pISTNG BUFFERS ,J. AUL LADLING SWEL ff DA ACCORDANCE
N12 OATSOM ,4-'UGNIWG' OF M N000'" STANDARD
ALONG WATERCOURSE IN THE NEUSE RNER BECAME EFFECINE ON JULY 22. AM. I MO s� -nIRfS OATSN I, BE IN mta.
,4. AIL unm PEOPICAYONS $NMA BE N AS"O'C" .T: Wlw U°nSIOII u - ronLzl'r coxsTNx:TRH' a THE Ncoor ���LLLTr
1997. A TRSES IN
RULE t0 PROTECT AND FFT AI BUFFERS ALONG STwd,Im 9PRA11' 17016 FOR TOMS AND 6'INORIRES
WATERCOURSE IN THE TM RNER BECAME EFFECTNE IXI JAIIUARY 1. 2000. FAOSON CONIN0.
AND ROMSOC CEV'RDPIIf)IT SwLL . m AGWNOANCE RTTH OMSgM 1a - tIO6ON CON"ROL / �\\� �\\\\\\ \\
THEE ANIFS ARE ENFORCED BY THE DMSON OF WATER OUAUtt (DMO) 15. MID PWD40f OfV'ROPMMI" x THE xCWi STAIONID SPECrIGTO,S FOR ROAM AND S1INUCTRE DATED JANUAO' m13. 9 \<;\\ \\\�\\\\i i \�,`\ I 4B) 49�
DIRECT ANY OVESTIONS ABOUT THE MPUCABILTIV OF 1TIEY RULE TO YOUR 16. ALL SIWWS AND ,NRLLKOT TRN6PoIWAION SHMl BE N WroRWNCf VAI,1 OMSOH B -SIGNALS NO NRTLOmT 47 1 } _
PROJECT TO MR. ROGER THORPE REGIONAL QL)kJ SUPEIMSOR. WASHINGTON 1pAM5PORFAION W ""E OOT STANOMD SPEdFMAlI0N5 FOP R¢Ws ANO STNUCNPfS DATED JANIIARF m,2. SO \
REGIONNL OFFlCE AT [phone]. IT vO'iE CONTRACTOR SMALL GUM.WTE All WIERIALS Ax0 WORNWWSNP FOR M C0115TR1O110N OF TRE RCADI/AY. ONMNDE ;�\\ 46) P 1
R. ENE STATE RESERVE$ THE RIGHT TO ENTER AND INSPECT ANY PROPERTY TER UTURES ANO SISDING FOP A PERI. OF DHE YEAR FROM ,HE DATE OF ACCEPTANCE AND INN. PAYMDUi FROM \j\ I (51 \ � •lAy��,y;�/1
WITHIN IS JlNIS01C11DN FOR COMPLIANCE WITH THE SOIL EROSION MIO ME OWNER. \ 45)
SEDNIENTATON CONTROLCONT ORDINANCE �\ / � � 44) \ \ / / (52) \ I
10. MAINTAIN EROSION CONTROL MEASURE 0.S NECE$URY_ /
11. ALL MPWIL ! SPOIL FROM EXCAVATED MEAS SHALL BE USED N FILL / y p
SECTIONS ANC TO TOP DRESS AREAS WHERE STRUCTURAL IMPROVEMENTS WILL �\�\�\ //C �� 43)
12. THERE WILL PLACBE 1MGE STOCMPRE AT THYs SIZE \(\\` i \\�` �({2) \ ,/R\� /-� /,` T \ ,/ / • ` .' ' O
��\ � ) �•✓ �KFtE��,e PJB / ,\ (al) r <sz) ! _ � \', ' �4 N -CI
SEEDING AND MULCHING SCHEDULE PER ACBE > RDs'��"`
\\ //��w) / g6/�\ (39)� .) i_TUNSBERG COURT
THE NINM DA SERO ,ND rtRttREA. PND YNE RATES OF APPLHGOON y 1-3 fi.'w }�' E'E
K $EEO. R TLEF. ANO .41ESi0NE SM,11 <N AS STALER BELOW.
ouwxc rfR10. P wExi.APRNc DA,a. THE KIND W sTn ro eE,,C\�\:\\'/ ���39) �� (57) �..� Cei) T ATE DRIVE ".
usm sNALL BE -I.. \ 70)
!T �j NEWGA 11 1 c
"N'
� f
UNIL -m t.oOD 185%,L \/ 3B) (Sfi)\ \ (71) i,\ (85)50, p/W 32�_ II
STRAW MULCH 2 IOxS/A[ ("'ID,STED-) C f /
ASP"LY.T TACH 2W .1A- OF YIRdR \ `\37) \
dINDARY 1-0BCOIBFA 31
Sq TPu FESCUESo
Aq amluDA FUAx nrt
ADDDY euc¢rN°TILa,ODNrt,.E M.,s �(mW\� (�74)
.P/IS-_T
SODY Y4000fSLOPES 2:' AND STEEPER AND WASTE AND BORROW LOCATION&
-BECEMBER 31uANIwR1,
a KF
WY � (2)EN4)
11ILI ••'vs."t°'^-
,.
1
Z
6 i'-0)TEMPORARY SEEDING
-cool SEASON' PLANTED BETWEEN 15 AucusT Alm 15 APRIL z
,20/ PYE GPArI I. -GRASS a r• L ! (31) (32) (J3) .-. 2x Plc (,3r \ ��s¢oETAE,eaW "w) I
-WARM SEASON' PLANTED BETWEEN 15 APRIL AND 15 AUGUST � \ u. s£mvo „RF 6 MM? s,lB� IAF. .6Ral � BRAEMAR D�V�E� \ IDL IX
65Y GERMAN e,IDWN TDP OR FOX TML HwfEr I,:�� : B,e
IXF:P .. I_X_R L P M
CASTLEFORD DRIVE
"S-
-
I ERT f w.1 (zY�
/(25) I (2-3 T WNv R4 Eul N, � �-F - \ ts; so 5F Dam AaFT:F °
.... �. Ii .) (zz) ' (z,) A
.cel-�. NP-GP� I (20)
)gOpED 9 tm 721) YrAmRml� u N w PSF i' - A �Ar+eizoT. l,vY e\ .P; S° I
•___-'___ ' _�-_._,vim I -R i 0D _ aNa ,2z tn� Mu �� a'am: ,n • M2B `..'.a x. Ix, d'IPL :,NO � -2-Q 1 O _-- � J"!
I_ `-ii'.11- ''4 ORP" rn � 1M In\ ) Ih IPaX Willw
)
°�N� (' ®Fla - d SI lI11RY MT 1 OF OOF -
:.
Ava _
¢Y r ",O WAIFAAE� '
IX. IS) � GECvAL
N -2'51" E ]0.11' (LIE
/ r
i ., uRrs a wm
- i
Call 72 Hours Before You Dig! I
1-800-6324949 I
I COM,RWT. IS NLLr REPdU51BE FOR CON"ACTWG
APPPOPRNT[ PITIES AND EN NO THAT ALL EX -
ARE L -TO, PRWR TO C.STRUCOON.
CONiPALTOR IS RESP" .. FOR PLACING 9MRRIWOE. USING
2. RAG MEN. EO.. M NECE4Aw TO ENSURE SNETY of 2-,E
wap.
AVELIENr cv6. coNDREIf oR eE
SOF YLE E ,o
vvcm of P.aa0R6 Tc "IE srANDAraa TNaml
cPRDIRI. DEPARTMOR W 1RV6PORTAIION, aR .dn.
Jwsdcrnrt wHRc1ETw a w1E snaluENr.
. SwaNG S,MLL BE m ALCOW0IMILE w1111 DAM iI1ErIc1WRc
STMO,105. a PART ,936. StNPIAT, OP 4 AYOOED_ WY ��
y�
S
STORM PIPE 010 PLAN DETAIL
N.T6)
(n l2- IRS.Y �) R •.'F`�__-_ MOD me D
s"aE°a"sAIWO: TF,PatMY awe 'K OIXD �Imaml pN'c OD ,
GYP- Ina veR:1 51aAE�"
X-) mO.m) g IWMb.'m)cx;s c S sF _
_ RTW. " _ --_ .-' -• � T ITW.)�
�A�
W s l (60' R/W 9 20'
MPo 4/ Es c a'�'a "s
F zP A3 , l 4URl
's2- eAa sLaFr) // uBUC RE I�OpsT)ipRpO�ApR "`»r,° "W,a m:.; • 11� t °2-,_D F_ -""' W,H
F�� 1 1
/ 1
I
I 1
X- BERM �, w
aAM
VEGETATED BERM SECTION DETAIL
NY � IN-)wY XD
AW. 404
STORM PIPE #9 PLAN DETAIL STORM PIPE #B PLAN DETAL STORM PPE #7 PLAN DETAIL
IN-) IN-) (MTs)
SW
STORM PIPE 06 PIAN DETAIL
(MT.S.)
TCA 7I•
��` �'L
CONSTRUCTION SCHEDULE
O.So7
0. S 23
N =Rm PU16 PERMS
„NNP -
P- ME- QRS A f
g.
g.
3
0 y, Iq 1
WAIT rflWORNrc Gu5E1 CIXVS,R MN ETMWPKL
CIEN Wo60E0 Rus.
82-4
. I
S NSIA l PEPMNENT "ERRE ER SIRE T FENCES AS IMC0. FEET
Q1 I
a. 51-M DF TALTM^Ywsw AND 1Osow+[ aN sTi°ro , IN wuL
S
). B ERIAMMY SCREP CdbtNIEROM.
D. 8}M
OF S D l DRAINAGE
is rs
8
I. 145
Ram
;t ilE mAa RWDWAY:
9
I . � � I
,J, PRODi ROLL SIBAAOF.
UNOE11 aWW NO ASPIMLr
NST- CIBC"B
ie.
1Sq
Iltstru . AIR DITTTER.
' . DP65 ,P LAME OvfN Ail NATFA ! SEWBI w5TN1ATOH, SEED ! MACH
ROMSOE sIIRWNXS AND NC RAPS.
11
O. OQ,S
PER s¢De6 SCXEDIRERWNL
17, RIS CAME - SNOtAOEIb AND TOP DRESS MFAb TO BE sEmEO RrTH
STOSIAAlwo.mB -1-
°'�
I2
0.122.
O. 122
e. fTwosm News PEn sEmNc sPEaF,nTwNs.
19. PR.F PAIL SONE
m ER
(}
0.402.
:, IN w AN,xr, vaPES MTr ETIPosm WRL BE PLANTS, OR DIIERWI6E
PROAIXD N"H GROWO OPER. DEICES ON 51pS SIIFFlOfM 70
1H
0.86 Z1
ODES
RFSIMN ER090N WORN SEVEN (T) DAYS PDR SLOPES SLEEPER 1TMII ].I.
S• D 60
WOw FOLRTFFM (t4) DAYS FOR StDPEs M1lFR TNN 4:,.
22-�IX"OeMI mOSIORI ! sEDRlpfAION CONTROL AFASURE WY BE REWIRE..
I i
0. 1 67
2-K srArz 0"I OrlNFflt r 11EOED NECE55NN.
2]. AFTER E -n BIAS DREM-
:W PEF�MNEN�AA°BiTAWNNF W E 06 YPBm
0, 8 8y
17
R 18
0.9 q 8
24 , P„„T YECETRIdR Br ,OP drS51NG rOH TW 185 PER ADPL
Qi FFRDUtDI EVER+ 6 NONMED ANDL INE COL&IFTON OF THE PROUF[T.
SEED AND L MEAS,
ENE ORALf. PERINIEA '�r WLd1 KUNDS[APm
19
D. 8 6 I
13.
a. RB D E ALL 1MPOP R, EROS DN AND SENMEMO
AND OF COMNO
HFASN0.E5 uPON Co,APlEDOAI 5"AMU2ATON FROJER.
20
o.8sy
21
0.688
22
0.663
�1 27•-Ius
0.386
I
I. oSS
MAINTENANCEMAINTENANCEPLAN
zs
1. ALL EROSION MC SEDIMENT CONTROE PANCAKES WNL BE CFffCXm
FOP STABILOY AND OPERATION FOLLOWING EVERY RUN -OFT PRODUCING
.SO2.
RAINFALL, BUT IN NO CASE LETS TNN ONCE EVERY wEEK. NEEDED
:*71
o 2
� mma BE MADE NMEDIATELY TO MAINTAIN A L PRACTICE As
0. SBS,
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN T
2q
o. 443
BECOMES 0.5 FEET CEP.
3. AL, SEEDED AREA: WILL BE FIERIILIIED. RE -SEEDED AS NECESARY,
BIO
0.'j S4
AND MULCHED ACCORDING TO THE SPEcincA ONs IN RIE VEGETATNE
3I
O.32D
DUN TO MV MAIM A NGOROUS. DENSE VEGETATIVE COVER.
MEASURE WILL BE RENO%ED
I
4A2
11490
4. AEL TEMPORARY MOSON CONTROL
UPON COMPLETION OF CONSTRUCTION ANO STMILRATICN OF GRADE.
D
0.3
>;b4
SS
GhE
o�i4
36
;7
0.017
38
0.172-
3q
v.o88
�• J.
o.laS
410.125'
Rm 4 Z
o. o35'
`DAR
MOTE ALL EXPOSED SLOPES TO BE SEEDED
WITH CENTIPEDE GRASSILIMEDIATELY AFTER
COYPIENON OF GRIgNG ACTNRIE.
O
CpBALT PERSON FXO5N2
b
N I
-wE.NMCE
WIIJyW D. MTCHUM.6
° IOP.1
N01E ANY BORROW WTERPL BROUGHT ONTO DIS SITE MUST % FROM A
6IXWNK
DAm'T
LEGALLY OPERATED MINE W2- OIFER APPROVED So1NCE. INT SqL WASTE
TWT IEAVES INS 51R CAN BE TRANSPORTED TO A PERMITTED MINE OR
.54+"
mn K NTP)
SEPARATELY PERMfTIED CONSTRUCTION SRES NRHPrT ADDITIONAL PERMfis
LANDER NCR 74-49(7)(1). DISPOSAL AT ANY OTHER LOCATON WOULD
.; .YO.
aYw6,aE4n
e �
HAVE TO BE INCLUDED AS A PERMIT REVISION FOR TTIS APPROVM.
OF
mHs,N,DIINI
�n
( °'a+Am.IT MEEtm a PlTafnl
ADAM /KOR nu]
z - - PRa1WD LRE
p a[a ATIa'
\yw/t �Fp � PIPNE W sa (s+leAa saPq N1
WTM 1 nr.tY l lab
�
H5 NN . E5 1 AT (.4 IAM
1
1
STORM PPE #2 PIAN DETAIL
(N-)
Nv. ON2 r we W xD+AI
STM PPE #1 PIAN DETAIL
DROP INLET #26 PLAN DUAL DROP INLET #27 PLAN DETAIL
DI.-) (N.T.S.)
`.c`P MnwlPAO<:
sa3M'PvnIWWA 44` �•
@ a
�F
W�
❑apIa/�a
PMIT n.
DROP MET #28 PIAN DETAIL
IN
DLIV. AREA -2. ACILS
NFA TO BE fLFAPED - S.B AGES
NOTE ALL B' PVC THROUGH PPE TO BE SOR-26.
N01G
ALL IXIAINM.'E STRUCRRE $HAIL BE liTAfilC
RATED FOUR TYPE OF USE
N07E NSTML - P- -0 ALL DROP INLET$
AND CATCH BASINS IMMEDIATELY AFTER CONSTRUCTION
NOR: ANY SEATO TANNS AND ASSOCIATED DRAIN UNE
TNT UBEO TO SERVE ASMIDOFffD BUILDINGS AND MOBILE
NOME ON THIS PROPERr•A SNALL BE REMOVED.
IF
SPwi N.ye gcem ill
EROSION CONTROL 3 DEMOLITION PLAN
BROOKFIELD
SECTION 4
REFEAQJCE: DEED BOON 3573. PAGE 522
OF THE PTT COUNTY REGISTER OF DEEDS
WIMERMLLE TOWNSHIP, PITT COUNTY, N.C.
OWNER: COOPER ISLAND DEVELOPMENT, LLC
ADDRESS: PO PDX 606
GREENNLLE. NC 27835
PHONE [phone]
TALI Umgnz! TIF39aE0: P APPLmvm P
dt=K PA aNw WN DAE Ilnv,e
- RWf11L - nWIIc
'"'i1i mTsnIJTD clEd®: MWe/P sDrzE: ,' - ,.•

Prepared by: K. Travis Welborn
Town of Winterville
Return to: Planning Director
Town of Winterville
P.O. Box 1459
Winterville, NC 28590
RESTRICTIVE COVENANTS AND BMP OPERATION AND MAINTENANCE AGREEMENT —
BROOKFIELD, SECTION 4 SUBDIVISION
THIS AGREEMENT, made and entered into this 6th day of November, 2018, by and
between Cooper Island Development, LLC. hereinafter called the "Landowner" and the Town of
Winterville, hereinafter called the "Town"..
WITNESSETH, that
WHEREAS, the Landowner is the owner of certain real property described as Pitt County Tax
Map 4674977236/Parcel #25766 as recorded by deed in the land records of Pitt County, North
Carolina, Deed Book 3573 Page 522, respectively hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property; and
WHEREAS, the Site Plan/Subdivision Plan known as Brookfield, Section 4 hereinafter called
the "Plan", which is expressly made a part hereof, as approved or to be approved by the Town,
provides for detention of stormwater within the confines of the property; and
WHEREAS, the Town and the Landowner, its successors and assigns, including any
homeowners association, agree that the health, safety, and welfare of the residents of the Town
Page 1 of 5

of Winterville, North Carolina, require that on-site stormwater management/BMP facilities be
constructed and maintained on the Property; and
WHEREAS, the Town requires that on-site stormwater management/BMP facilities as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors and
assigns, including any homeowners association.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
1. The on-site stormwater management/BMP facilities shall be constructed by the
Landowner, its successors and assigns, in accordance with the plans and specifications
identified in the Plan.
2. The Landowner, its successors and assigns, including any homeowners association,
shall adequately maintain the stormwater management/BMP facilities in accordance with
the requirements of the Town of Winterville's Phase II Stormwater Ordinance and the
North Carolina Department of Environment and Natural Resources, Division of Water
Quality, Water Quality Section, Stormwater Best Management Practices Manual. This
includes all pipes and channels built to convey stormwater to the facility, as well as all
structures, improvements, and vegetation provided to control the quantity and quality of
the stormwater. Adequate maintenance is herein defined as good working condition so
that these facilities are performing their design functions.
3. The Landowner, its successors and assigns, shall have a qualified professional as
defined by Section 401(B) of the Town of Winterville Phase II Stormwater Ordinance
inspect the stormwater management/BMP facility and maintain annual inspection reports.
The purpose of the inspection is to assure safe and proper functioning of the facilities.
The inspection shall cover the entire
Pave 2 of 5
;41

facilities, berms, outlet structure, pond areas, access roads, etc. Deficiencies shall be
noted in the inspection report. Annual reports shall be kept on record for a minimum of
five years and shall be made available to the Town upon request.
4. The Landowner, its successors and assigns, hereby grant permission to the Town, its
authorized agents and employees, to enter upon the Property and to inspect the
stormwater management/BMP facilities whenever the Town deems necessary. When
making the entry, the Town will take reasonable efforts to ensure that the entry does not
unreasonably interfere with the business operations of the Landowner, its successors and
assigns, at the Property. The purpose of inspection is to follow-up on reported deficiencies
and/or to respond to citizen complaints. The Town shall provide the Landowner, its
successors and assigns, copies of the inspection findings and a directive to commence
with the repairs if necessary.
5. In the event the Landowner, its successors and assigns, fails to maintain the
stormwater management/BMP facilities in good working condition acceptable to the Town
within ninety (90) days after receipt of the inspection findings and a directive to commence
with the repairs, the Town may enter upon the Property and take whatever steps
necessary to correct deficiencies identified in the inspection report and to charge the costs
of such repairs to the Landowner, its successors and assigns. This provision shall not be
construed to allow the Town to erect any structure of permanent nature on the land of the
Landowner outside of the easement for the stormwater management/BMP facilities. It is
expressly understood and agreed that the Town is under no obligation to routinely
maintain or repair said facilities, and in no event shall this Agreement be construed to
impose any such obligation on the Town.
6. The Landowner, its successors and assigns, will perform the work necessary to keep
these facilities in good working order as appropriate. In the event a maintenance schedule
Page 3 of 5

for the stormwater management/BMP facilities (including sediment removal) is outlined on
the approved plans, the schedule will be followed.
7. In the event the Town pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment, supplies,
materials, and the like, the Landowner, its successors and assigns, shall reimburse the
Town upon demand, within thirty (30) days of receipt thereof for all actual costs incurred
by the Town hereunder.
8. This Agreement imposes no liability of any kind whatsoever on the Town and the
Landowner agrees to hold the Town harmless from any liability in the event the stormwater
management/BMP facilities fail to operate properly.
9. This Agreement shall be recorded in the Registry of Deeds among the land records of
Pitt County, North Carolina, and shall constitute a covenant running with the Property, and
shall be binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any homeowners association.
IN WITNESS WHEREOF, the parties hereto have executed this agreement on the day and year
first above written:
Cooper Island Development, LLC P.O. Box 606
Company/Corporation/Partnership Name Mailing Address
Greenville, NC 27835
By:
William D. Mitchum, Jr.
(Type Name)
Manager
(Type Title)
Page 4 of 5

STATE OF NORTH CAROLINA
COUNTY OF PITT
I, Dawn L. Poaletti, a Notary Public for Pitt County, North Carolina, certify that William D. Mitchum,
Jr. personally came before me this day and acknowledged that he is Manager of Cooper Island
Development, LLC, a corporation, and that he, as Manager, being authorized to do so, executed
the foregoing on behalf of the corporation.
Witness my hand and official seal, this the
My Commission Expires: 03/28/2019
Town of Winterville, North Carolina
Company/Corporation/Partnership Name
Terri L. Parker
Town Manager
STATE OF North Carolina
COUNTY OF
i day of W 2018.
0,�i-u laa�
NOTARY PUBLIC
PO4
��`v •'�•
of �pTARY
z —
Pu6U
.•
NN
I , a Notary Public for Pitt County, North
Carolina, certify that Terri L. Parker personally came before me this day and acknowledged that
she is Town Manager for the Town of Winterville, a municipal corporation, and that she, as Town
Manager, being authorized to do so, executed the foregoing on behalf of the Town.
Witness my hand and official seal, this the day of
My Commission Expires:
Pay*e 5 45
NOTARY PUBLIC
, 2018.

BaldwinDesign
Consultants, PA
ENGINEERING SURVEYING PLANNING
STORMWATER MANAGEMENT NARRATIVE &
CALCULATIONS
BROOKFIELD SECTION 4
File #16-150
Winterville Township, Pitt County, NC
November 2, 2018
p.ROLl/yq'�•
_,�, Q g10fVq�
.�
10
/
rgo
WAM.i ' •d� PE
•
Date
1700-D EAST ARLINGTON BOULEVARD, GREENVILLE, NORTH CAROLINA 27858
NCBELS Lic. No. C-3498 TEL [phone] FAx [phone] www.BALDWINDESIGNCONSULTANTS.com

STORMWATER MANAGEMENT NARRATIVE
BROOKFIELD SECTION 4
TOWN OF WINTERVILLE, PITT COUNTY, NORTH CAROLINA
February 23, 2018
Project Name: Brookfield Section 4
Location: Off of terminus of Braemar Drive
Winterville Township, Pitt County, NC 28590
Developer: Cooper Island Development, LLC
P.O. Box 606
Greenville, NC 27835
Consultant: Baldwin Design Consultants, PA
1700-D East Arlington Boulevard
Greenville, NC 27858
Phone: [phone]
GENERAL PROJECT INFORMATION
The entrance to project site is located off of terminus of Braemar Drive in Winterville
Township, North Carolina. The total area within the property is 23.557 ac. The property
is currently partially developed and includes existing gravel driveways along Laurie Ellis
Road and Old Tar Road. There are also existing abandoned buildings present on this
property. The cultivated undeveloped portion of the property is and has historically been
used for planting straight rows of crops as can be verified by historical Google Earth
aerial imagery. The non -cultivated portion of the property consists of woods and
managed grass cover in the northeast corner of the property near the existing
abandoned buildings.
The purpose of this project is to remove all existing abandoned buildings and gravel
driveways and install streets and the required utilities that will serve 57 residential
subdivision lots. In addition, required storm drainage system serving the subdivision and
two stormwater wetlands will be constructed to treat and attenuate runoff from the
proposed improvements.
Addition of paved public streets and sidewalks will require installation of stormwater
wetlands for attenuation purposes to satisfy Town of Winterville stormwater
management requirements. The purpose of the proposed stormwater wetlands is to
attenuate the peak stormwater flow of the 1 -year through 10 -year 24-hour storm events.
Stormwater wetlands are also designed to reduce 85% of total suspended solids from
the proposed additional improvements to the site in order to meet phase II post -
construction stormwater management requirements.
Currently, the 23.557 -acre project site consists of 0.101 ac of gravel driveways, 0.086
ac of buildings, 4.943 ac of woods, 0.451 ac of woods/grass combo, 1.670 ac of
managed grass, and 16.306 ac that are used for planting of straight rows of crops. The

project site will be re -developed and approximately 25.0 acres of land will be disturbed.
The total impervious area after additional improvements are made will be 10.136 acres
and the remaining pervious area will be 13.421 acres.
Existing surface drainage is currently sheeting off the property in all directions and
accumulating in the ditches around the property with the majority of surface drainage
sheeting northeast and northwest. The runoff from the entire project site is eventually
discharged by the unnamed tributary into Fork Swamp Canal in the Neuse River Basin.
The runoff is currently not detained or treated by any stormwater BMP. This site
eventually drains into the Neuse River via Swift Creek. The 100 -year flood does not
infringe on the project site and there are no wetlands present on the property.
The purpose of this project is to attenuate runoff from 23.557 acres. 17.752 acres -of
23.557 -acre site will be treated and attenuated within the proposed stormwater wetlands
while the runoff from the remaining drainage area will be bypassed. In addition, 85%
reduction in total suspended solids will be required in order to comply with phase II post -
construction stormwater rules. This project will involve re -grading the existing area and
constructing storm drainage system and stormwater wetlands in order to achieve
attenuation of 1 -year through 10 -year 24-hour storm events per Town of Winterville
Stormwater Management Ordinance.
STORMWATER INFORMATION
Per Town of Winterville MSDD, there are two acceptable methods for determining
runoff, Rational method and Soil Conservation Service method. Software called
HydroCAD was used for routing purposes for this project. In order to achieve better
routing accuracy, HydroCAD manual recommends that Soil Conservation Service (SCS)
Method using Curve Numbers is used. In HydroCAD model, a sub -catchment (green
hexagon) represents the runoff from a given area of land. An impoundment (blue
triangle) represents stormwater wetland that fills up with water from a sub -catchment
source.
PROJECT SITE AREA BREAKDOWN
Total Existing Development Area
Site Pervious Area
Site Impervious Area
Total Post -Development Area
Site Pervious Area (Draining to Impoundment)
Site Impervious Area (Draining to Impoundment)
Site Pervious Area (Bypassed)
Site Impervious Area (Bypassed)
23.557 ac
23.370 ac
0.187 ac
23.557 ac
9.803 ac
7.949 ac
3.618 ac
2.187 ac

TREATMENT
The treated runoff from the project site will enter Fork Swamp Canal via unnamed
tributary that connects to it once exiting stormwater wetland's #2 outlet structure. The
treated runoff from stormwater wetland #1 will enter existing ditch along Old Tar Road,
which will discharge the runoff to the same unnamed tributary further downstream. The
remaining bypassed runoff will collect in the existing ditch along south and east property
lines and will eventually enter Fork Swamp Canal as well. The runoff will ultimately be
discharged from Fork Swamp Canal into the Neuse River.
The site is currently partially developed because there are existing improvements
composed of gravel driveways and buildings present on this property. Additional
proposed development will result in the net increase in built upon area that will exceed
24% of total project area. Therefore, per phase II post -construction stormwater rules,
85% reduction in total suspended solids must be achieved. In order to capture and
remove the required total suspended solids, two stormwater wetlands will be installed.
Treatment within stormwater wetlands will reduce total suspended solids to 85%. The
proposed stormwater wetlands are sized to overtreat the runoff that they capture in
order to compensate for the direct runoff that is bypassed and that is not captured within
the stormwater wetlands.
PEAK FLOW CALCULATIONS
The total post -development runoff area within the property that will drain to stormwater
wetlands is 17.752 ac. This runoff will be treated and attenuated by the stormwater
wetlands and then discharged to Fork Swamp Canal. The total drainage area that will
be bypassed and that will not be treated nor attenuated within the stormwater wetlands
is 5.805 ac. The runoff from this area is bypassed because it cannot directly reach
stormwater wetlands once the site is developed due to topography.
In order to determine correct curve numbers for use in HydroCAD model, it was first
necessary to determine hydrologic soil groups where the project site is located. The
project drainage area with the corresponding soil types is delineated on the attached
NRCS soils map.
Pre -development Curve Numbers:
Per the attached NRCS soil report, Goldsboro sandy loam (GoA) and Norfolk sandy
loam (NrA and NrB2) belong to hydrologic soil group `B'. Per the attached NRCS soil
report, Lynchburg fine sandy loam (Ly) and Rains fine sandy loam (Ra) soils have dual
hydrologic soil classification of 'B/D' while Bladen fine sandy loam (Bd) soil has dual
hydrologic soil classification of `C/D'.
The soils in cleared non -wooded areas were assumed to be effectively drained and to
belong to hydrologic soil group 'B' (Lynchburg and Rains). Bladen fine sandy loam soil
(Bd) in the heavily wooded area along west property line was assumed not be

effectively drained and to belong to hydrologic soil group 'D' since the farmers over past
generations have chosen not to clear these areas and use them for planting of crops
due to high likelihood of these areas staying saturated with water and thus being difficult
to use for cultivation purposes. A portion of woods at the center of the property was
assumed to belong to hydrologic soil group `B' since the small pond at the center of the
property appears to be manmade based on the topography along its banks.
Topographic survey shots, that are much higher than the surrounding flat areas,
suggest that the pond was excavated at one point and that the trees grew up on the
banks over the years, indicating that the farmers put the manmade pond in there for
agricultural/drainage reasons.
NRCS soils map was overlaid on top of AutoCAD drawing and the areas of each soil
group within gravel driveways, abandoned buildings, managed grass, woods, and
straight rows of crops were determined. Thus, instead of computing pre -development
composite curve numbers for gravel, buildings, woods, grass, and straight rows of
crops, the areas for different hydrologic soil groups were entered as separate line items
in HydroCAD. See HydroCAD pre -development sub -catchment node for exact
breakdown of each type of cover with the corresponding area.
Per the attached NRCS Table IA2-1 and HydroCAD default values, the appropriate
curve number (CN) for hydrologic soil group 'B' for straight rows of crops for small
grains is 72. Per the attached NRCS Table IA2-1 and HydroCAD default values,
appropriate curve numbers (CN) for hydrologic soil groups `B' and `D' for woods are 55
and 77, respectively. Note that there is a small portion of woods that is located within
hydrologic soil group 'B' (Norfolk sandy loam and Lynchburg fine sandy loam soils) near
the center of the property as well as northeast corner of the property near the existing
building.
Per the attached NRCS Table IA2-1 and HydroCAD default values, appropriate curve
number (CN) for hydrologic soil groups `B' for managed pervious areas with grass cover
greater than 75% is 61. This managed pervious area is located in the northeast corner
of the property near the existing building in Lynchburg fine sandy loam and Goldsboro
sandy loam soils.
For the existing development, 0.037 ac of the gravel driveway area is located within
hydrologic soil group `B' soils (Goldsboro sandy loam soil) while 0.064 ac of the gravel
driveway area is located within hydrologic soil group `D' soil (Bladen fine sandy loam
soil). Therefore, a curve number of 96 was used, which is constant for impervious gravel
surface for all four hydrologic soil groups. 0.069 ac of the building area is located within
hydrologic soil group `B' soil (Goldsboro sandy loam soil) while 0.017 ac of the building
area is located within hydrologic soil group `D' soil (Bladen fine sandy loam soil).
Therefore, a curve number of 98 was used, which is constant for impervious roof
surface for all four hydrologic soil groups.
Post -development Curve Number:

The project site consists of 19.081 ac (81 %) of hydrologic soil group `B' soils and 4.476
ac (19%) of hydrologic soil group `D' soils. Per the attached NRCS Table IA2-1 and
HydroCAD default values, appropriate curve numbers (CN) for hydrologic soil groups
`B', and D' for managed pervious areas with grass cover greater than 75% are 61 and
80, respectively. A curve number of 98 is constant for all impervious surfaces such as
roads, driveways, roofs, etc. in all four hydrologic soil groups. Since the exact footprints
of buildings, future driveways, and sidewalks are unknown at this time, composite curve
numbers for 1/4 -acre lots, right-of-way, and common BMP lot area were determined
separately.
Per Town of Winterville MSDD, subdivision lots are to be assumed 40% impervious.
The average lot size for this subdivision is 1/4 acres. There is no default cure number
in HydroCAD for 1/4 -acre lots that are 40% imperious. The only available cure
numbers for 1/4 -acre lots are those which are 38% imperious. However, the same
methodology found in NRCS TR -55 Manual for Urban Hydrology for Small Watersheds
that was used to calculate cure numbers for 38% imperious 1/4 -acre lots was also
used to calculate cure numbers for 40% imperious 1/4 -acre lots for this project.
The cure number for the imperious portion of the lots is 98 while the cure numbers
for hydrologic soil groups `A', `B', `C' and D' for managed pervious areas with grass
cover greater than 75% are 39, 61, 74, and 80, respectively. Therefore, the cure
numbers for 40% imperious 1/4 -acre lots in hydrologic soil groups 'A', `B', `C', and 'D'
were calculated as shown below.
CN1/4 ac lots, 40% imp, HSG A = [(0.40 x 98) + (0.60 x 39)]/1 = 63
CN 1/4 ac lots, 40% imp, HSG B = [(0.40 x 98) + (0.60 x 61)]/1 = 76
CN1/4 ac lots, 40% imp, HSG C = [(0.40 x 98) + (0.60 x 74)]/1 = 84
CN1/4 ac lots, 40% imp, HSG D = [(0.40 x 98) + (0.60 x 80)]/1 = 87
The project site consists of 19.081 ac (81 %) of hydrologic soil group 'B' soils and 4.476
ac (19%) of hydrologic soil group 'D' soils. Therefore, the composite cure number for
40% imperious 1/4 -acre lots was calculated as shown below.
CN1/4 ac lots, comp = [(19.081 x 76) + (4.476 x 87)]/23.557 = 78
The composite cure number for the common BMP lot area, which is entirely managed
pervious, was calculated as shown below.
CNBMP lot = [(19.081 x 61) + (4.476 x 80)]/23.557 = 65
The right-of-way area is 4.369 ac. The imperious area consisting of pavement and curb
and gutter is 2.584 ac while the imperious are consisting of sidewalks and
handicapped ramps is 0.258 ac. There will be future imperious driveway area within
the right-of-way that needs to be accounted for in the calculations. Town of Winterille
MSDD was used to determine what the maximum allowable driveway widths at the
right-of-way line and the back of curb.

The maximum driveway width for residential driveways at the right-of-way line is 22'.
The maximum driveway width at the back of curb for residential driveways with no
sidewalk is 36'. The maximum driveway width at the back of curb for residential
driveways with sidewalk is 40'. Therefore, the additional impervious areas for residential
driveways with and without sidewalk were computed as shown below.
Afuture driveway/no sidewalk = [7' x 22] + [0.5 x 7' x (22' + 36')] = 357.0 s.f.
Afuture driveway/with sidewalk = [4' x 22] + [0.5 x 5' x (31' + 40')] = 265.5 s.f.
Note that the area of sidewalk within driveway portion in the right-of-way was excluded
because it has already been previously accounted for in the 0.258 -acre area for
sidewalks and handicapped ramps.
There will 43 residential lot driveways with no sidewalk and 14 residential lot driveways
with sidewalks. Therefore, the maximum future driveway impervious area was
calculated as shown below.
Amaximum future driveways = 43 x 357 S.f. + 14 x 265.5 s.f. = 19,068 s.f. = 0.438 ac
With this future driveway area added to the impervious area already allocated to right-
of-way, the impervious area breakdown would look as follows.
R-O-Wpavement/curb and gutter = 2.584 ac
R-O-Wsidewalks/HC ramps= 0.258 ac
R-O-Wfuture driveways = 0.438 ac
R-O-Wtotal impervious = 3.280 ac
R-O-Wtotal pervious= 1.089 ac
R-O-Wtotai = 4.369 ac
This would translate to right-of-way area being 75% impervious (3.280/4.369x100%).
The composite curve number for 75% impervious right-of-way was computed in the
same way as the composite curve number for 40% impervious 1/4 -acre lots. The curve
number for the impervious portion of the right-of-way is 98 while the curve numbers for
hydrologic soil groups `A', `B', `C' and D' for managed pervious areas with grass cover
greater than 75% are 39, 61, 74, and 80, respectively. Therefore, the curve numbers for
75% impervious right-of-way in hydrologic soil groups `A', 'B', `C', and 'D' were
calculated as shown below.
CNright-of-way, 75% imp, HSG A = [(0.75 x 98) + (0.25 x 39)]/1 = 83
CNright-of-way, 75% imp, HSG B = [(0.75 x 98) + (0.25 x 61)]/1 = 89
CNright-of-way, 75% imp, HSG C = [(0.75 x 98) + (0.25 x 74)]/1 = 92
CNright-of-way, 75% imp, HSG D = [(0.75 x 98) + (0.25 x 80)]/1 = 94

The project site consists of 19.081 ac of hydrologic soil group `B' soils and 4.476 ac of
hydrologic soil group `D' soils. Therefore, the composite curve number for 75%
impervious right-of-way was calculated as shown below.
CNr-o-w, composite = [(19.081 x 89) + (4.476 x 94)]/23.557 = 90
Following the completion of construction of stormwater wetlands, the runoff from
approximately 17.752 acres of on-site drainage area will be attenuated and routed
through the stormwater wetland outlet control structures and will be discharged to Fork
Swamp Canal via unnamed tributary to the north of the property.
PEAK FLOW SUMMARY
Stormwater wetland #1 and #2 were sized and designed to attenuate peak storm water
discharge from the 1 -year through 10 -year 24-hour storm events to the pre -
development levels. Table below summarizes pre -development and post -development
peak flow results at the site.
Peak Flow Summary Results
Storm
Total Pre-
Post-
Post-
Post-
Combined Post -
Event
Development
Development
Development
Development
Development
Peak Flow
Peak Flow
Peak Flow
Peak Flow
Peak Flow
(Pre-
(Bypass)
(Post-
(Post -
Attenuation for
Attenuation for
Attenuation in
Stormwater
Stormwater
BMPs &
Wetlands)
Wetlands)
Bypass)
1- ear
20.89 cfs
37.87 cfs
10.65 cfs
2.10 cfs
12.75 cfs
10- ear
65.35 cfs
87.97 cfs
26.74 cfs
28.41 cfs
55.15 cfs
1 00 - ear
121.08 cfs
140.95 cfs
44.36 cfs
58.29 cfs
102.65 cfs
Tables below shows peak water elevation and available freeboard in stormwater
wetland #1 and #2 during 1 -year, 10 -year and 100 -year storm events.
Peak Water Elevation in Stormwater Wetland #1
Storm Event
Peak Water
Elevation
Available
Freeboard
1- ear
61.46 ft
3.54 ft
10- ear
62.58 ft
2.42 ft
1 00 - ear
63.71 ft
1.29 ft

Peak Water Elevation in Stormwater Wetland #2
Storm Event
Peak Water
Elevation
Available
Freeboard
1- ear
63.20 ft
2.80 ft
10- ear
63.87 ft
2.13 ft
1 00 - ear
64.98 ft
1.02 ft
CONCLUSION
The impacts to downstream drainage structures have been mitigated by the installation
of stormwater wetlands that attenuate the post -development peak flow from the 1 -year
through 10 -year storms to less than the pre -development peak flow, satisfying Town of
Winterville attenuation requirements. Routing calculations show that the proposed
stormwater wetlands can safely pass 100 -year storm. In addition, there is 1.29 ft of
available freeboard above the 100 -year peak water elevation in the proposed
stormwater wetland #1 and 1.02 ft of available freeboard above the 100 -year peak
water elevation in the proposed stormwater wetland #2. The 85% reduction in total
suspended solids, as required by phase II post -construction stormwater management
program, will be achieved by the installation of stormwater wetland #1 and #2.

USDA United States
= Department of
Agriculture
[HO
10 kI
INN
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Pitt County,
North Carolina
December 8, 2017

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2

alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.

Contents
Preface....................................................................................................................
2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................
8
SoilMap................................................................................................................9
Legend................................................................................................................10
MapUnit Legend................................................................................................
11
MapUnit Descriptions.........................................................................................11
Pitt County, North Carolina.............................................................................
13
Bd—Bladen fine sandy loam.......................................................................13
GoA—Goldsboro sandy loam, 0 to 1 percent slopes. ............ ....................
14
Ly—Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods..............................................................................................15
NrA—Norfolk sandy loam, 0 to 1 percent slopes ........................................
17
NrB2—Norfolk sandy loam, 1 to 6 percent slopes, eroded .........................
18
Ra—Rains fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods..............................................................................................19
References............................................................................................................
22
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5

Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and

Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

35° 31' ITN
35° 30 55'N
Custom Soil Resource Report
Soil Map 5
35° 31'13'N
283030 283120 283210 283300 283390
3
Map Scale: 1:3,990 fi printed on A landscape � pri pe (11" X 8.5") sheet.
_Meters
N,` 0 50 100 200 300
- Feet
. \ 0 150 300 600 9000
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
9
?iT34fi� K1570 283WD 283750

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
j
Soil Map Unit Polygons
^�►
Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
X,
Clay Spot
Closed Depression
1X
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
r
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
f,,
Sodic Spot
Custom Soil Resource Report
Spoil Area
r; Stony Spot
_ Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
+ t Rails
r.r,e Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
10
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Pitt County, North Carolina
Survey Area Data: Version 14, Oct 3, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 23, 2015—Feb
25, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Bd
Bladen fine sandy loam
4.5
19.0%
GoA
Goldsboro sandy loam, 0 to 1
4.1
17.4%
percent slopes
Ly
Lynchburg fine sandy loam, 0 to
6.3
26.6%
2 percent slopes, Atlantic
Coast Flatwoods
NrA
Norfolk sandy loam, 0 to 1
5.0
21.0%
percent slopes
NrB2
Norfolk sandy loam, 1 to 6
2.7
11.3%
percent slopes, eroded
Ra
Rains fine sandy loam, 0 to 2
1.1
4.8%
percent slopes, Atlantic Coast
Flatwoods
Totals for Area of Interest
23.6
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil & miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
11

Custom Soil Resource Report
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
12

Custom Soil Resource Report
Pitt County, North Carolina
Bd—Bladen fine sandy loam
Map Unit Setting
National map unit symbol. 3tyk
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Not prime farmland
Map Unit Composition
Bladen, undrained, and similar soils: 80 percent
Bladen, drained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Bladen, Undrained
Setting
Landform: Depressions, flats
Down-slope shape: Linear
Across -slope shape: Concave
Parent material. Clayey and loamy marine deposits and/or fluviomarine deposits
Typical profile
A - 0 to 7 inches: loam
E - 7 to 14 inches: loam
Btg - 14 to 64 inches: clay
BCg - 64 to 90 inches: clay
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class. Poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: C/D
Hydric soil rating: Yes
Description of Bladen, Drained
Setting
Landform: Depressions, flats
Down-slope shape: Linear
Across -slope shape: Concave
Parent material: Clayey and loamy marine deposits and/or fluviomarine deposits
13

Custom Soil Resource Report
Typical profile
A - 0 to 7 inches: loam
E - 7 to 14 inches: loam
Btg - 14 to 64 inches: clay
BCg - 64 to 90 inches: clay
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.7 inches)
Interpretive groups
Land capability classification (irrigated). None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: C/D
Hydric soil rating. Yes
GoA—Goldsboro sandy loam, 0 to 1 percent slopes
Map Unit Setting
National map unit symbol: 3tyx
Elevation: 20 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Goldsboro and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Goldsboro
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
14

Custom Soil Resource Report
E - 7 to 13 inches: fine sandy loam
Bt - 13 to 40 inches: sandy clay loam
Btg - 40 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group. B
Hydric soil rating: No
Minor Components
Rains, undrained
Percent of map unit: 3 percent
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Woodington, undrained
Percent of map unit. 2 percent
Landform: Depressions on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Down-slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
Ly—Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods
Map Unit Setting
National map unit symbol: 2vx8k
Elevation: 0 to 100 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 64 to 70 degrees F
Frost -free period. 200 to 310 days
Farmland classification: Prime farmland if drained
15

Custom Soil Resource Report
Map Unit Composition
Lynchburg and similar soils: 82 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lynchburg
Setting
Landform: Marine terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 6 inches: fine sandy loam
E - 6 to 13 inches: fine sandy loam
Bt - 13 to 21 inches: sandy clay loam
Btg - 21 to 45 inches: sandy clay loam
BCg - 45 to 63 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 5.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B/D
Hydric soil rating: No
Minor Components
Goldsboro
Percent of map unit: 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Rains, undrained
Percent of map unit. 5 percent
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
16

Custom Soil Resource Report
Rains, drained
Percent of map unit: 5 percent
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
NrA—Norfolk sandy loam, 0 to 1 percent slopes
Map Unit Setting
National map unit symbol. 3tz6
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 9 inches: sandy loam
E - 9 to 15 inches: sandy loam
Bt1 - 15 to 19 inches: sandy clay loam
Bt2 - 19 to 100 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.9 inches)
17

Custom Soil Resource Report
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 1
Hydrologic Soil Group: B
Hydric soil rating: No
NrB2—Norfolk sandy loam, 1 to 6 percent slopes, eroded
Map Unit Setting
National map unit symbol: 3tz8
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification. All areas are prime farmland
Map Unit Composition
Norfolk, moderately eroded, and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk, Moderately Eroded
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional). Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 6 inches: sandy loam
Bt1 - 6 to 38 inches: sandy clay loam
Bt2 - 38 to 100 inches. sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature. More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
18

Custom Soil Resource Report
Hydric soil rating: No
Ra—Rains fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods
Map Unit Setting
National map unit symbol: 2tn9g
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Rains, undrained, and similar soils: 70 percent
Rains, drained, and similar soils: 16 percent
Minor components: 14 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Rains, Undrained
Setting
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
Eg - 7 to 16 inches: fine sandy loam
Btg - 16 to 41 inches: sandy clay loam
BCg - 41 to 66 inches: sandy clay loam
Cg - 66 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table. About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
19

Custom Soil Resource Report
Description of Rains, Drained
Setting
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, tall
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
Eg - 7 to 16 inches: fine sandy loam
Btg - 16 to 41 inches: sandy clay loam
BCg - 41 to 66 inches: sandy clay loam
Cg - 66 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding. None
Frequency of ponding: None
Available water storage in profile: High (about 9.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group. B/D
Hydric soil rating: Yes
Minor Components
Lynchburg
Percent of map unit 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional). Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating. No
Pantego, ponded
Percent of map unit: 6 percent
Landform: Flats, broad interstream divides
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. httpI/www.nrcs.usda gov/wps/portal/
nres/detail/national/soils/?cid=nresl42p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436, http://
www.nres usda.gov/wps/portal/nres,detail�Inational/soils"?cid=nresl42p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http !l
www. nres. usda,gov/wps/portal/nres/detail; nationalisoilsl?cid=nresl42p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http //www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nresl42p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdbl 043084
22

RUNOFF CURVE NUMBERS"
TABLE IA2-1
COVER HYDROLOGIC
TYPE LAND USE AND TREATMENT' CONDITION
1 FULLY DEVELOPED URBAN AREAS (Ve Est
2 Oen space Lawns, parks, etc.
3 Poor condition; grass cover < 50%
4 Fair condition; grass cover 50% to 75%
5 Good condition; grass cover > 75%
6
7 Impervious Areas:
8
1 Paved parking lots, roofs, driveways
9
10
Streets and roads:
11
Paved; curbs and storm sewers
12
Paved; open ditches (w/ right-of-way)
13
Gravel w/ right-of-way)
14
Dirt w/ right-of-way)
15
16
Urban Districts Avg
% Impery
17
Commercial & business
85
18
Industrial
72
19
20
Residential districts (by average lot size) Avg
% Impery
21
1/8 acre (town houses)
65
22
11/4 acre
38
23
1/3 acre
30
24
1/2 acre
25
25
1 acre
20
26
2 acre
12
27
28
Western Desert Urban Areas
29
Natural desert (pervious areas only)
30
Artificial desert landscaping
31
32
User defined urban Click button to define) Custom CN
33
% Impervious Area:
34
% Unconnected Impervious Area:
35
Pervious Curve Number:
36
37
DEVELOPING URBAN AREA (NO VEGETATION)
38
New ly graded area (pervious only)
39
40
CULTIVATED AGRICULTURAL LANDS
41
Fallow Bare soil
—
42
Fallow Crop residue (CR)
poor
43
Fallow Crop residue CR)
aood
44
45
Row crop Straight row SRpoor
46
Straight row SRgood
47
SR + Crop residue
poor
48
SR + Crop residue
aood
49
Contoured Cpoor
50
Contoured Cgood
51
C + Crop residue
poor
52
C + Crop residue
good
53
Cont & terraced C&Tpoor
54
Cont & terraced C&Tgood
55
C&T + Crop residue
poor
56
C&T + Crop residue
good
57
58
Small rain Strai ht row SRpoor
59
Straight row SR
ood
60
IA2-91(10)
NEH, Part 650, (EFH), Amend. IA50, Nov. 2007

RUNOFF CURVE NUMBERSI/
TABLE IA2-1
COVER
TYPE
2/.
LAND USE AND TREATMENTCONDITION
HYDROLOGIC
3/
61
SR + Crop residue
poor
62
SR + Crop residue
good
63
Contoured (C)
poor
64
Contoured (C)
good
65
C + Crop residue
poor
66
C + Crop residue
good
67
Cont & terraced (C&T)
poor
68
Cont & terraced (C&T)
good
69
C&T + Crop residue
poor
70
C&T + Crop residue
good
71
72
Close -seeded Straight Row
poor
73
legumes or Straight Row
good
74
rotation Contoured
poor
75
meadow Contoured
good
76
Cont & terraced
poor
77
Cont & terraced
good
78
79
OTHER AGRICULTURAL LANDS
80
Pasture, grassland or range
poor
81
Pasture, grassland or range
fair
82
Pasture, grassland or range
good
83
84
Meadow - cont. grass (non grazed)
85
86
Brush - brush, weed, grass mix
poor
87
Brush - brush, weed, grass mix
fair
88
Brush - brush, weed, grass mix
good
89
90
Woods - grass combination
poor
91
Woods - grass combination
fair
92
Woods - grass combination
good
93
94
Woods
poor
95
Woods
fair
96
Woods
good
97
98
Farmsteads
99
Feedlots
100
Earthen
101
Paved
11 Average runoff condition, and 1a=0.2s.
Z' Crop residue cover applies only if residue is on at least 5% of the surface throughout the year.
Hydrologic condition is based on combinations of factors that affect infiltration and runoff, including g (a) density and canopy of vegetative areas, (b) amount of
year-round cover, (c) amount of grass or close -seeded legumes, (d) percent of residue cover on the land surface (good >20%), and (e) degree of surface
toughness.
Poor: factors impair infiltration and tend to increase runoff.
Good: Factors encourage average and better than average infiltration and tend to decrease runoff.
For conservation tillage poor hydrologic condition, 5 to 20% of the surface is covered with residue (less than 750 pounds per acre for row crops or 300 pounds
per acre for small grain).
For conservation tillage good hydrologic condition, more than 20% of the surface is covered with residue (greater than 750 pounds per acre for row crops or 300
pounds per acre for small grain).
a Poor: <50% ground cover or heavily grazed with no mulch.
Fair: 50 to 75% ground cover and not heavily grazed.
Good: >75% ground cover and lightly or only occasionally grazed.
Poor: <50% ground cover.
Fair: 50 to 75% ground cover.
Good: >75% ground cover.
61 If actual curve number is less than 30, use CN = 30 for runoff computation.
'I CNs shown were computed for areas with 50% woods and 50% grass (pasture) cover. Other combinations of conditions may be computed from the CNs for
woods and pasture.
u Poor: Forest litter, small trees, and brush are destroyed by heavy grazing or regular burning.
Fair: Woods are grazed, but not burned, and some forest litter covers the soil.
Good: Woods are protected from grazing, and letter and brush adequately cover the soil.
IA2-91(11)
NEH, Part 650, (EFH), Amend. IA50, Nov. 2007

PROPERTY ? 1 PROPERTY
LINEI INE
DRIVEWAY �+/ID j,l-t�VARJ.E�S
hilt,. (i0 MiN 2.2'h1AX,} h11t1.
t ,
3'-0" MIN. TO
Aga/ RJW LINE MAX
A fps -L ___ - - - - _ _ -- - - - - A
__ ...---'• �I'jl, �. -y �—" aIII lit
i. - E3EVFL CURB TO MEET;OMVEWKY FrWEM0.1T -- 1
GUTTER N 1
I �������
1
12'-d12-�'I r DRIVEWAY WIDTH -+• 2'-0 Mitt.- 10'-0"MAX---,, _ k d �`:_-1
PROPERTY
LINE
0"-
6' 2' 0" 2-0 1'
I REVISIONS
14 0.1 0ATE OESCRIPTION
P1._AN
DRIVEWAY WIDTH VARIES
(10 MIN. -22' MAX.) —
2"
SECTION A -A
PROPERTY
LINE
2' 0" !-TOP OF CURES- -
6„St�_--JA R I E .._..._�..
2-0„ 4
GUTTER
F EDW LINE
t
STANDARD DRIVEWAY DETAIL--- RESIDENT IAI_.
TO. NC
11

Pflop ERTY PROPERTY
LINE I "J -- DRIVEWAY WIDTH VARIES — LINE
tr1iN. (10'MIN.- 2'MAX. I t,1Rd,
Fn 0. W, B
lu/_:
0 MIN. TOS co
W LINE .MAXA `---- —� —�—
+ , — II, III u,
I Ch
CUP
BEVEL CURB TO MEET;DR(VEWAY fYaVEMEN T --- -�
GUTTER/
• I I ....... 1 N
- r -
f I if0 hilrl- 4MAX.
A)RIVFWAY WfOTH + �'. N -Ids-df.tAX: 2' 0 12-1j
PROPERTY
LINE
2 ..
PLAN
DRIVEWAY WIDTH VARIES 5 0 -
(10'MIN.--22'MAX.)'-
S�
S iw��1t
PROPERTY
—LINE
-TOP OF CURB
SECTION A—A
G VARIES
�L _o„ .�._;
GUTTER 2--
W
FLOW LINE -i -� -,a
o -aod;, �... .,
REVISIONS Do:h a1�a .•t':��O A:00. o:A`•�
DATE. DESCRIPTION ~ �`�'•��•'p � �FT.h�IN-I�la�/FT.MAX�
Ti- 2 6
SECTION B-0
1
STANDARD DRIVEWAY DETAIL— RESIDENTIAL_ Epp S' w�
s► wAlk
,To. N0.
1,

Baldwin Design Consultants, PA
Design, Land Planning & Surveying
1700-D East Arlington Boulevard
Greenville, NC 27858
[phone]
JOB Brookfield Section 4
SHEET NO. _
CALCULATED BY
CHECKED BY
SCALE
Stormwater Wetland Sizing
Drainage Area = 23.557 Acres
% Drainage Area Impervious = 43.03 %
Runoff Storage Volume (Water Qualit
1
IP
OF 1
DATE 11/1/2018
DATE
Runoff volume from 1.0 inch storm
Rv = 0.05+.009(1) 1 = 43.03 %
Rv = 0.44 inches/inches
Volume = (Design rainfall) (Rv)(Drainage Area) = (1.0 inches)(0.44 in/in)(23.557 acre)
Volume = 0.86 ac -ft
37,392 cf
Wetland #1 19,011 cf
Wetland #2 21,567 cf
Actual Volume = 40,578 cf OK (cumulative volume provided at the temporary pool elevation)
Stormwater Wetland #1 Surface Area Requirements
Total Required Surface Area = Runoff Volume / Depth of Temporary Pool
Depth of Temporary Pool =
Total Required Surface Area
1.25 ft
19,011 cf / 1.25 ft
15,209 sf
Surface Area provided = 17,893 SF OK (at the temporary pool elevation)
Stormwater Wetland #2 Surface Area Requirements
Total Required Surface Area = Runoff Volume / Depth of Temporary Pool
Depth of Temporary Pool =
Total Required Surface Area
Surface Area provided =
Size Outlet Device for Control Structure #1
Invert elevation =
Estimated orifice center elevation =
Proposed water surface elevation =
Available head (h)
Discharge (d) = _
Coefficient of discharge = _
Orifice equation
Q = C,A 2gh
20,298 SF
SAY
Q of orifice =
Orifice will drain temporary storage in
1.25 ft
21,567 cf / 1.25 ft
17,254 sf
OK (at the temporary pool elevation)
59.75 feet msl
59.85 feet msl
61.00 feet msl
0.38 feet
5.12 cfs
0.6
1.48 inches
2.5 inches
0.10 cfs
2.17 days
1/3 head
1 -year pre -development flow - bypass
20.89 cfs - 10.65 cfs = 10.24 cfs
Split up 10.24 cfs between two wetlands.

Size Outlet Device for Control Structure #2
Invert elevation =
61.57 feet msl
= 5,368
Estimated orifice center elevation =
61.67 feet msl
Shallow Water (9" depth)
Proposed water surface elevation =
62.82 feet msl
SF from PPE to
Available head (h) _ =
0.38 feet
1/3 head
Discharge (d) _ =
5.12 cfs
1 -year pre -development flow - bypass
Coefficient of discharge = =
0.6
20.89 cfs - 10.65 cfs = 10.24 cfs
SF from PPE to
57.00
Split up 10.24 cfs between two wetlands.
Orifice equation
= 2,684
SF from PPE to
Q = CA2gh
Provided Depth Distribution Surface
Areas
1.48 inches
SAY
2.5 inches
Provided
0 of orifice =
0.10 cfs
Shallow Land (15" depth)
Orifice will drain temporary storage in
2.46 days
SF from PPE to
Depth Distribution of Permanent Pool to Meet Stormwater Wetland #1 Criteria
Permanent Pool Elevation = 59.75
= 45%
= 8,052
Temporary Pool Elevation = 61.00
59.00
Deep Pools (33" depth)
Total Area of Wetland = 17,893 SF
= 4,473
SF from PPE to
Required Depth Distribution Surface Areas
Shallow Land (15" depth)
= 30%
= 5,368
SF from PPE to
61.00 Temporary Inundation Zone
Shallow Water (9" depth)
= 45%
= 8,052
SF from PPE to
59.00
Deep Pools (33" depth)
= 25%
= 4,473
SF from PPE to
57.00
Non-Forebay
= 10%
= 1,789
SF from PPE to
57.00
Forebay
= 15%
= 2,684
SF from PPE to
57.00
Provided Depth Distribution Surface
Areas
Provided
Shallow Land (15" depth)
= 30%
= 5,368
SF from PPE to
61.00 Temporary Inundation Zone
Shallow Water (9" depth)
= 45%
= 8,052
SF from TPE to
59.00
Deep Pools (33" depth)
= 25%
= 4,473
SF from PPE to
57.00
Non-Forebay
= 10%
1,789
SF from PPE to
57.00
Forebay
= 15%
2,684
SF from PPE to
57.00
Number of plants required:
Shallow Land (15" depth)
1,350
Swamp Milkweed, Cardinal Flower, Joe Pye
Weed, Scarlet Rose Mallow, Ironweed
Shallow Water (9" depth)
2,050
Sweetflag, Arrow Arum,
Duck Potato, Pickerelweed, Wool Grass
Depth Distribution of Permanent Pool to Meet Stormwater Wetland #2 Criteria
Permanent Pool Elevation = 61.57
Temporary Pool Elevation = 62,82
Total Area of Wetland 20,298 SF
Required Depth Distribution Surface Areas
Shallow Land (15" depth)
= 30%
= 6,089
SF from PPE to
62.82 Temporary Inundation Zone
Shallow Water (9" depth)
= 45%
= 9,134
SF from PPE to
60.82
Deep Pools (33" depth)
= 25%
= 5,075
SF from PPE to
58.82
Non-Forebay
= 10%
= 2,030
SF from PPE to
58.82
Forebay
= 15%
= 3,045
SF from PPE to
58.82
Provided Depth Distribution Surface
Areas
Provided
Shallow Land (15" depth)
= 30%
= 6,089
SF from PPE to
62.82 Temporary Inundation Zone
Shallow Water (9" depth)
= 45%
= 9,134
SF from TPE to
60.82
Deep Pools (33" depth)
= 25%
= 5,075
SF from PPE to
58.82
Non-Forebay
= 10%
2,030
SF from PPE to
58.82
Forebay
= 15%
3,045
SF from PPE to
58.82
Number of plants required:
Shallow Land (15" depth)
1,550
Swamp Milkweed, Cardinal Flower, Joe Pye
Weed, Scarlet Rose Mallow, Ironweed
Shallow Water (9" depth)
2,300
Sweetflag, Arrow Arum,
Duck Potato, Pickerelweed, Wool Grass
A minimum of 10 different species, total of which 5 are emergent species with no more than 30% of a single species.

Pre -Development
2S� 4P
Post -Development #1 Stormwater Wetland #1
7S 8P
Post -Development #2 Stormwater Wetland #2
(3S
Bypass
Subcat !Reach on Link

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Subcatchment 1S: Pre -Development
Hydrograph
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
p Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Subcatchment 1S: Pre -Development
Greenville, NC IDF curves are based on rainfall data from NOAA.
Time of concentration, Tc, was obtained by Kirpich Method per Town of Winterville Manual of Standard
Designs and Details using formula below.
Tc = Travel Factor x [(L^3/H)^0.385]/128 where
L = Hydraulic length
H = Vertical relief
Overland Sheet Flow (Grass):
L = 538 ft
H=72.30 ft -61.66 ft=10.64 ft
Tc, overland sheet flow = 2 x [(538^3/10.64)^0.385]/128 = 8.96 min
Open Channel Flow (Ditch):
L = 338 ft
H = 61.22 ft - 58.57 ft = 2.65 ft
Tc, open channel flow = 1 x [(338^3/2.65)^0.385]/128 = 4.47 min
Tc, total = 8.96 min + 4.47 min = 13.43 min
Runoff = 20.89 cfs @ 12.16 hrs, Volume= 1.704 af, Depth= 0.87"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Area (ac)
CN
Description
0.069
98
Roofs, HSG B
0.017
98
Roofs, HSG D
0.037
96
Gravel surface, HSG B
0.064
96
Gravel surface, HSG D
1.670
61
>75% Grass cover, Good, HSG B
16.306
72
Legumes, straight row, Good, HSG B
0.451
58
Woods/grass comb., Good, HSG B
0.600
55
Woods, Good, HSG B
4.343
77
Woods, Good, HSG D
23.557
72
Weighted Average
23.471
99.63% Pervious Area
0.086
0.37% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min) (feet)
(ft/ft) (ft/sec) (cfs)
13.43
Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
U
3
0
LL
Subcatchment 2S: Post -Development #1
Hydrograph
z 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
❑ Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Subcatchment 2S: Post -Development #1
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 22.04 cfs @ 12.03 hrs, Volume= 1.114 af, Depth= 1.33"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr
S1 1 -yr Rainfall=3.10"
Area (ac) CN
Description
6.806 78
1/4 acre lots, 40% imp
0.786 65
Common lot (BMP area), 0% imp
2.496 90
Right-of-way, 75% imp
10.088 80
Weighted Average
5.494
54.46% Pervious Area
4.594
45.54% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min) (feet)
(ft/ft) (ft/sec) (cfs)
5.00
Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
1
1
1
1
1
1
Subcatchment 7S: Post -Development #2
Hydrograph
c a 4 o e i 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 @ 2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 7S: Post -Development #2
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 15.83 cfs @ 12.03 hrs, Volume= 0.806 af, Depth= 1.26"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Area (ac) CN Description
5.152
78
1/4 acre lots, 40% imp
0.787
65
Common lot (BMP area), 0% imp
1.725
90
Right-of-way, 75% imp
7.664
79
Weighted Average
4.309
56.23% Pervious Area
3.355
43.77% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min) (feet)
(ft/ft) (ft/sec) (cfs)
5.00
Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Subcatchment 3S: Bypass
Hydrograph
z 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Subcatchment 3S: Bypass
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 10.65 cfs @ 12.03 hrs, Volume= 0.552 af, Depth= 1.14"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Area (ac) CN Description
1.659
78
1/4 acre lots, 40% imp
0.219
65
Common lot (BMP area), 0% imp
3.531
78
1/4 acre lots, 40% imp
0.248
65
Common lot (BMP area), 0% imp
0.148
90
Right-of-way, 75% imp
5.805
77
Weighted Average
3.618
62.33% Pervious Area
2.187
37.67% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min)
(feet)
(ft/ft) (ft/sec) (cfs)
5.00
Direct Entry,

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 @2017 HydroCAD Software Solutions LLC
N
U
3
0
LL
Pond 4P: Stormwater Wetland #1
Hydrograph
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
® Inflow
❑ Primary

Brookfield Section 4 NC-Greenville 24-hr S1 1-yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 @2017 HydroCAD Software Solutions LLC
Summary for Pond 4P: Stormwater Wetland #1
Inflow Area = 10.088 ac, 45.54% Impervious, Inflow Depth= 1.33" for 1-yr event
Inflow = 22.04 cfs @ 12.03 hrs, Volume= 1.114 of
Outflow = 1.80 cfs @ 12.76 hrs, Volume= 0.532 af, Atten= 92%, Lag= 43.6 min
Primary = 1.80 cfs @ 12.76 hrs, Volume= 0.532 of
Routing by Stor-Ind method, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
Peak Elev= 61.46' @ 12.76 hrs Surf.Area= 18,646 sf Storage= 27,407 cf
Flood Elev= 65.00' Surf.Area= 24,796 sf Storage= 104,111 cf
Plug-Flow detention time= 255.3 min calculated for 0.532 of (48% of inflow)
Center-of-Mass det. time= 138.4 min ( 975.2 - 836.9 )
Volume Invert Avail.Storage Storage Description
#1 59.75' 104,111 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
59.75 12,525 0 0
61.00 17,893 19,011 19,011
62.00 19,531 18,712 37,723
63.00 21,236 20,384 58,107
64.00 22,988 22,112 80,219
65.00 24,796 23,892 104,111
Device Routing Invert Outlet Devices
#1 Primary 59.71' 30.00" Round 97 LF 30" SWPP W/FES @ 0.84%
L= 101.8' CPP, square edge headwall, Ke= 0.500
Inlet/ Outlet Invert= 59.71'/ 58.85' S=0.0084'/' Cc= 0.900
n= 0.012, Flow Area= 4.91 sf
#2 Device 1 59.75' 2.50" Vert. Orifice/Grate C= 0.600
#3 Device 1 61.00' 3.0' long x 0.7' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
#4 Device 1 64.00' 14.7' long x 0.7' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
Primary OutFlow Max=1.80 cfs @ 12.76 hrs HW=61.46' TW=61.35' (Fixed TW Elev= 61.35')
t =97 LF 30" SWPP W/FES @ 0.84% (Passes 1.80 cfs of 4.60 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.05 cfs @ 1.59 fps)
3=Broad-Crested Rectangular Weir (Weir Controls 1.75 cfs @ 1.27 fps)
=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
1
1
1
1
Pond 8P: Stormwater Wetland #2
Hydrograph
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
0 Inflow
p Primary

Brookfield Section 4 NC -Greenville 24 -hr S1 1 -yr Rainfall=3.10"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Pond 8P: Stormwater Wetland #2
Inflow Area = 7.664 ac, 43.77% Impervious, Inflow Depth = 1.26" for 1 -yr event
Inflow = 15.83 cfs @ 12.03 hrs, Volume= 0.806 of
Outflow = 0.30 cfs @ 17.46 hrs, Volume= 0.131 af, Atten= 98%, Lag= 325.5 min
Primary = 0.30 cfs @ 17.46 hrs, Volume= 0.131 of
Routing by Stor-Ind method, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
Peak Elev= 63.20' @ 17.46 hrs Surf.Area= 21,013 sf Storage= 29,513 cf
Flood Elev= 66.00' Surf.Area= 26,555 sf Storage= 95,843 cf
Plug -Flow detention time= 509.9 min calculated for 0.131 of (16% of inflow)
Center -of -Mass det. time= 377.4 min ( 1,217.2 - 839.9 )
Volume Invert Avail.Storage Storage Description
#1 61.57' 95,843 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq -ft) (cubic -feet) (cubic -feet)
61.57 14,209 0 0
62.82 20,298 21,567 21,567
63.00 20,626 3,683 25,250
64.00 22,517 21,572 46,822
65.00 24,485 23,501 70,323
66.00 26,555 25,520 95,843
Device Routing Invert Outlet Devices
#1 Primary 61.53' 30.00" Round 325 LF 30" SWPP W/FES @ 0.10%
L= 330.0' CPP, square edge headwall, Ke= 0.500
Inlet/ Outlet Invert= 61.53'/ 61.20' S=0.0010'/' Cc= 0.900
n= 0.012, Flow Area= 4.91 sf
#2 Device 1 61.57' 2.50" Vert. Orifice/Grate C= 0.600
#3 Device 1 62.82' 3.0' long x 0.7' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
#4 Device 1 65.00' 14.7' long x 0.7' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
Primary OutFlow Max=0.44 cfs @ 17.46 hrs HW=63.20' TW=63.20' (Fixed TW Elev= 63.20')
t-1=325 LF 30" SWPP W/FES @ 0.10% (Passes 0.44 cfs of 0.67 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.01 cfs @ 0.33 fps)
3=Broad-Crested Rectangular Weir (Weir Controls 0.43 cfs @ 0.38 fps)
=Broad -Crested Rectangular Weir ( Controls 0.00 cfs)

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81 "
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Subcatchment 1S: Pre -Development
Hydrograph
b 9 1U 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Subcatchment 1 S: Pre -Development
Greenville, NC IDF curves are based on rainfall data from NOAA.
Time of concentration, Tc, was obtained by Kirpich Method per Town of Winterville Manual of Standard
Designs and Details using formula below.
Tc = Travel Factor x [(L^3/H)^0.385]/128 where
L = Hydraulic length
H = Vertical relief
Overland Sheet Flow (Grass):
L=538 ft
H=72.30 ft -61.66 ft= 10.64 ft
Tc, overland sheet flow = 2 x [(538^3/10.64)^0.385]/128 = 8.96 min
Open Channel Flow (Ditch):
L = 338 ft
H=61.22 ft-58.57ft=2.65ft
Tc, open channel flow = 1 x [(338^3/2.65)^0.385]/128 = 4.47 min
Tc, total = 8.96 min + 4.47 min = 13.43 min
Runoff =
65.35 cfs @ 12.14 hrs, Volume= 5.572 af, Depth= 2.84"
Runoff by SCS TR -20
method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville
24 -hr
S1 10 -yr Rainfall=5.81"
Area (ac)
CN
Description
0.069
98
Roofs, HSG B
0.017
98
Roofs, HSG D
0.037
96
Gravel surface, HSG B
0.064
96
Gravel surface, HSG D
1.670
61
>75% Grass cover, Good, HSG B
16.306
72
Legumes, straight row, Good, HSG B
0.451
58
Woods/grass comb., Good, HSG B
0.600
55
Woods, Good, HSG B
4.343
77
Woods, Good, HSG D
23.557 72 Weighted Average
23.471 99.63% Pervious Area
0.086 0.37% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
13.43 Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81 "
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Subcatchment 2S: Post -Development #1
Hydroqraph
a n IV 1 1 1Z is 14 1b 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
p Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 2S: Post -Development #1
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 50.58 cfs @ 12.03 hrs, Volume= 3.035 af, Depth= 3.61"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81"
Area (ac) CN Descriotion
6.806 78
1/4 acre lots, 40% imp
0.786 65
Common lot (BMP area), 0% imp
2.496 90
Right-of-way, 75% imp
10.088 80
Weighted Average
5.494
54.46% Pervious Area
4.594
45.54% Impervious Area
Tc . Length
Slope Velocity Capacity Description
(min) (feet)
(ft/ft) (ft/sec) (cfs)
5.00
Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
N
U
3
O
LL
Subcatchment 7S: Post -Development #2
Hydrograph
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
p Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 @2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 7S: Post -Development #2
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 37.39 cfs @ 12.03 hrs, Volume= 2.242 af, Depth= 3.51"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81"
Area (ac) CN Description
5.152
78
1/4 acre lots, 40% imp
0.787
65
Common lot (BMP area), 0% imp
1.725
90
Right-of-way, 75% imp
7.664
79
Weighted Average
4.309
56.23% Pervious Area
3.355
43.77% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min)
(feet)
(ft/ t) (ft/sec) (cfs)
5.00
Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81 "
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Subcatchment 3S: Bypass
Hydrograph
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
❑ Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Subcatchment 3S: Bypass
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 26.74 cfs @ 12.03 hrs, Volume= 1.603 af, Depth= 3.31"
Runoff by SCS TR -20
method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr
S1 10 -yr Rainfall=5.81"
Area (ac) CN
Description
1.659 78
1/4 acre lots, 40% imp
0.219 65
Common lot (BMP area), 0% imp
3.531 78
1/4 acre lots, 40% imp
0.248 65
Common lot (BMP area), 0% imp
0.148 90
Right-of-way, 75% imp
5.805 77
Weighted Average
3.618
62.33% Pervious Area
2.187
37.67% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min) (feet)
(ft/ft) (ft/sec) (cfs)
5.00
Direct Entry,

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81 "
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Pond 4P: Stormwater Wetland #1
Hydrograph
z j 4 b b i a 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
FE -11 nflow
❑ Primary

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Pond 4P: Stormwater Wetland #1
Inflow Area = 10.088 ac, 45.54% Impervious, Inflow Depth = 3.61" for 10 -yr event
Inflow = 50.58 cfs @ 12.03 hrs, Volume= 3.035 of
Outflow = 18.94 cfs @ 12.23 hrs, Volume= 2.453 af, Atten= 63%, Lag= 12.2 min
Primary = 18.94 cfs @ 12.23 hrs, Volume= 2.453 of
Routing by Stor-Ind method, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
Peak Elev= 62.58' @ 12.23 hrs Surf.Area= 20,514 sf Storage= 49,267 cf
Flood Elev= 65.00' Surf.Area= 24,796 sf Storage= 104,111 cf
Plug -Flow detention time= 136.2 min calculated for 2.453 of (81 % of inflow)
Center -of -Mass det. time= 56.1 min ( 873.6 - 817.5 )
Volume Invert Avail.Storage Storage Description
#1 59.75' 104,111 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq -ft) (cubic -feet) (cubic -feet)
59.75 12,525 0 0
61.00 17,893 19,011 19,011
62.00 19,531 18,712 37,723
63.00 21,236 20,384 58,107
64.00 22,988 22,112 80,219
65.00 24,796 23,892 104,111
Device Routing Invert Outlet Devices
#1 Primary 59.71' 30.00" Round 97 LF 30" SWPP W/FES @ 0.84%
L= 101.8' CPP, square edge headwall, Ke= 0.500
Inlet/ Outlet Invert= 59.71'/ 58.85' S=0.0084'/' Cc= 0.900
n= 0.012, Flow Area= 4.91 sf
#2 Device 1 59.75' 2.50" Vert. Orifice/Grate C= 0.600
#3 Device 1 61.00' 3.0' long x 0.7' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
#4 Device 1 64.00' 14.7' long x 0.7' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
Primary OutFlow Max=18.94 cfs @ 12.23 hrs HW=62.58' TW=61.35' (Fixed TW Elev= 61.35')
L-1=97 LF 30" SWPP W/FES @ 0.84% (Passes 18.94 cfs of 26.18 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.18 cfs @ 5.33 fps)
3=Broad-Crested Rectangular Weir (Weir Controls 18.76 cfs @ 3.97 fps)
=Broad -Crested Rectangular Weir ( Controls 0.00 cfs)

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81 "
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 0 2017 HydroCAD Software Solutions LLC
Pond 8P: Stormwater Wetland #2
Hydrograph
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
F Inflow
❑ Primary

Brookfield Section 4 NC -Greenville 24 -hr S1 10 -yr Rainfall=5.81 "
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Pond 8P: Stormwater Wetland #2
Inflow Area = 7.664 ac, 43.77% Impervious, Inflow Depth = 3.51" for 10 -yr event
Inflow = 37.39 cfs @ 12.03 hrs, Volume= 2.242 of
Outflow = 9.47 cfs @ 12.47 hrs, Volume= 1.567 af, Atten= 75%, Lag= 26.5 min
Primary = 9.47 cfs @ 12.47 hrs, Volume= 1.567 of
Routing by Stor-Ind method, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
Peak Elev= 63.87' @ 12.47 hrs Surf.Area= 22,268 sf Storage= 43,868 cf
Flood Elev= 66.00' Surf.Area= 26,555 sf Storage= 95,843 cf
Plug -Flow detention time= 177.5 min calculated for 1.567 of (70% of inflow)
Center -of -Mass det. time= 76.9 min ( 897.1 - 820.2 )
Volume Invert Avail.Storage Storage Description
#1 61.57' 95,843 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq -ft) (cubic -feet) (cubic -feet)
61.57 14,209 0 0
62.82 20,298 21,567 21,567
63.00 20,626 3,683 25,250
64.00 22,517 21,572 46,822
65.00 24,485 23,501 70,323
66.00 26,555 25,520 95,843
Device Routing Invert Outlet Devices
#1 Primary 61.53' 30.00" Round 325 LF 30" SWPP W/FES @ 0.10%
L= 330.0' CPP, square edge headwall, Ke= 0.500
Inlet/ Outlet Invert= 61.53'/ 61.20' S=0.0010'/' Cc= 0.900
n= 0.012, Flow Area= 4.91 sf
#2 Device 1 61.57' 2.50" Vert. Orifice/Grate C= 0.600
#3 Device 1 62.82' 3.0' long x 0.7' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
#4 Device 1 65.00' 14.7' long x 0.7' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
Primary OutFlow Max=9.47 cfs @ 12.47 hrs HW=63.87' TW=63.20' (Fixed TW Elev= 63.20')
L1=325 LF 30" SWPP W/FES @ 0.10% (Passes 9.47 cfs of 12.76 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.13 cfs @ 3.94 fps)
3=Broad-Crested Rectangular Weir (Weir Controls 9.34 cfs @ 2.97 fps)
=Broad -Crested Rectangular Weir ( Controls 0.00 cfs)

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
N
U
3
0
LL
Subcatchment 1S: Pre -Development
Hydrograph
" o o y 1U 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
FEI Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Subcatchment 1 S: Pre -Development
Greenville, NC IDF curves are based on rainfall data from NOAA.
Time of concentration, Tc, was obtained by Kirpich Method per Town of Winterville Manual of Standard
Designs and Details using formula below.
Tc = Travel Factor x [(L^3/H)^0.385]/128 where
L = Hydraulic length
H = Vertical relief
Overland Sheet Flow (Grass):
L = 538 ft
H = 72.30 ft - 61.66 ft = 10.64 ft
Tc, overland sheet flow = 2 x [(538^3/10.64)^0.385]/128 = 8.96 min
Open Channel Flow (Ditch):
L = 338 ft
H=61.22 ft-58.57ft=2.65ft
Tc, open channel flow = 1 x [(338^3/2.65)^0.385]/128 = 4.47 min
Tc, total = 8.96 min + 4.47 min = 13.43 min
Runoff = 121.08 cfs @ 12.14 hrs, Volume= 12.448 af, Depth= 6.34"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Area (ac) CN Description
0.069
98
Roofs, HSG B
0.017
98
Roofs, HSG D
0.037
96
Gravel surface, HSG B
0.064
96
Gravel surface, HSG D
1.670
61
>75% Grass cover, Good, HSG B
16.306
72
Legumes, straight row, Good, HSG B
0.451
58
Woods/grass comb., Good, HSG B
0.600
55
Woods, Good, HSG B
4.343
77
Woods, Good, HSG D
23.557
72
Weighted Average
23.471
99.63% Pervious Area
0.086
0.37% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ t) (ft/sec) (cfs)
13.43 Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 C2017 HydroCAD Software Solutions LLC
Subcatchment 2S: Post -Development #1
Hydrograph
2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
p Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 2S: Post -Development #1
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 80.59 cfs @ 12.03 hrs, Volume= 6.194 af, Depth= 7.37"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Area (ac) CN Description .
6.806 78
1/4 acre lots, 40% imp
0.786 65
Common lot (BMP area), 0% imp
2.496 90
Right-of-way, 75% imp
10.088 80
Weighted Average
5.494
54.46% Pervious Area
4.594
45.54% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min) (feet)
(ft/ft) (ft/sec) (cfs)
5.00
Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr Sl 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Subcatchment 7S: Post -Development #2
Hydrograph
z 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
p Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Subcatchment 7S: Post -Development #2
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 60.36 cfs @ 12.03 hrs, Volume= 4.624 af, Depth= 7.24"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Area (ac) CN Description
5.152 78
1/4 acre lots, 40% imp
0.787 65
Common lot (BMP area), 0% imp
1.725 90
Right-of-way, 75% imp
7.664 79
Weighted Average
4.309
56.23% Pervious Area
3.355
43.77% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min) (feet)
(ft/ t) (ft/sec) (cfs)
5.00
Direct Entry, Kirpich Method

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Subcatchment 3S: Bypass
Hydrograph
z j 4 b b / d 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
p Runoff

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 3S: Bypass
Per Town of Wintervill MSDD, a minimum conservative Tc of 5 min was used.
Runoff = 44.36 cfs @ 12.03 hrs, Volume= 3.379 af, Depth= 6.99"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Area (ac) CN Description
1.659
78
1/4 acre lots, 40% imp
0.219
65
Common lot (BMP area), 0% imp
3.531
78
1/4 acre lots, 40% imp
0.248
65
Common lot (BMP area), 0% imp
0.148
90
Right-of-way, 75% imp
5.805
77
Weighted Average
3.618
62.33% Pervious Area
2.187
37.67% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min)
(feet)
(ft/ft) (ft/sec) (cfs)
5.00
Direct Entry,

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Pond 4P: Stormwater Wetland #1
Hydrograph
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
❑ Inflow
❑ Primary

Brookfield Section 4 NC-Greenville 24-hr S1 100-yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Pond 4P: Stormwater Wetland #1
Inflow Area = 10.088 ac, 45.54% Impervious, Inflow Depth = 7.37" for 100-yr event
Inflow = 80.59 cfs @ 12.03 hrs, Volume= 6.194 of
Outflow = 36.30 cfs @ 12.19 hrs, Volume= 5.611 af, Atten= 55%, Lag= 9.5 min
Primary = 36.30 cfs @ 12.19 hrs, Volume= 5.611 of
Routing by Stor-Ind method, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
Peak Elev= 63.71' @ 12.19 hrs Surf.Area= 22,479 sf Storage= 73,612 cf
Flood Elev= 65.00' Surf.Area= 24,796 sf Storage= 104,111 cf
Plug-Flow detention time= 101.7 min calculated for 5.611 of (91 % of inflow)
Center-of-Mass det. time= 51.5 min ( 854.4 - 802.9 )
Volume Invert Avail.Storage Storage Description
#1 59.75' 104,111 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
59.75 12,525 0 0
61.00 17,893 19,011 19,011
62.00 19,531 18,712 37,723
63.00 21,236 20,384 58,107
64.00 22,988 22,112 80,219
65.00 24,796 23,892 104,111
Device Routing Invert Outlet Devices
#1 Primary 59.71' 30.00" Round 97 LF 30" SWPP W/FES @ 0.84%
L= 101.8' CPP, square edge headwall, Ke= 0.500
Inlet/ Outlet Invert= 59.71'/ 58.85' S=0.0084'/' Cc= 0.900
n= 0.012, Flow Area= 4.91 sf
#2 Device 1 59.75' 2.50" Vert. Orifice/Grate C= 0.600
#3 Device 1 61.00' 3.0' long x 0.7' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
#4 Device 1 64.00' 14.7' long x 0.7' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
Primary OutFlow Max=36.30 cfs @ 12.19 hrs HW=63.71' TW=61.35' (Fixed TW Elev= 61.35')
L1=97 LF 30" SWPP W/FES @ 0.84% (Inlet Controls 36.30 cfs @ 7.40 fps)
2=Orifice/Grate (Passes < 0.25 cfs potential flow)
3=Broad-Crested Rectangular Weir (Passes < 43.61 cfs potential flow)
=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD® 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
U
3
0
LL
Pond 8P: Stormwater Wetland #2
Hydrograph
z J 4 b 6 / 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
p Inflow
© Primary

Brookfield Section 4 NC -Greenville 24 -hr S1 100 -yr Rainfall=9.84"
Prepared by Baldwin Design Consultants, PA Printed 11/2/2018
HydroCAD@ 10.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Summary for Pond 8P: Stormwater Wetland #2
Inflow Area =
7.664 ac, 43.77% Impervious, Inflow Depth = 7.24" for 100 -yr event
Inflow =
60.36 cfs @ 12.03 hrs, Volume= 4.624 of
Outflow =
21.99 cfs @ 12.27 hrs, Volume= 3.949 af, Atten= 64%, Lag= 14.5 min
Primary =
21.99 cfs @ 12.27 hrs, Volume= 3.949 of
Routing by Stor-Ind
method, Time Span= 2.00-26.00 hrs, dt= 0.01 hrs
Peak Elev= 64.98'
@ 12.27 hrs Surf.Area= 24,444 sf Storage= 69,810 cf
Flood Elev= 66.00' Surf.Area= 26,555 sf Storage= 95,843 cf
Plug -Flow detention time= 134.6 min calculated for 3.949 of (85% of inflow)
Center -of -Mass det. time= 64.3 min ( 869.8 - 805.5 )
Volume Invert Avail.Stora e Storage Description
#1 61.57' 95,843 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation
Surf.Area Inc.Store Cum.Store
(feet)
(sq -ft) (cubic -feet) (cubic -feet)
61.57
14,209 0 0
62.82
20,298 21,567 21,567
63.00
20,626 3,683 25,250
64.00
22,517 21,572 46,822
65.00
24,485 23,501 70,323
66.00
26,555 25,520 95,843
Device Routine
Invert Outlet Devices
#1 Primary
61.53' 30.00" Round 325 LF 30" SWPP W/FES @ 0.10%
L= 330.0' CPP, square edge headwall, Ke= 0.500
Inlet/ Outlet Invert= 61.53'/ 61.20' S=0.0010'/' Cc= 0.900
n= 0.012, Flow Area= 4.91 sf
#2 Device 1
61.57' 2.50" Vert. Orifice/Grate C= 0.600
#3 Device 1
62.82' 3.0' long x 0.7' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
#4 Device 1
65.00' 14.7' long x 0.7' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50
Coef. (English) 2.76 2.82 2.93 3.09 3.18 3.22 3.27 3.30 3.32
3.31 3.32
Primary OutFlow Max=21.99 cfs @ 12.27 hrs HW=64.98' TW=63.20' (Fixed TW Elev= 63.20')
L1=325 LF 30" SWPP W/FES @ 0.10% (Barrel Controls 21.99 cfs @ 4.48 fps)
2=Orifice/Grate (Passes < 0.22 cfs potential flow)
3=Broad-Crested Rectangular Weir (Passes < 30.61 cfs potential flow)
=Broad -Crested Rectangular Weir ( Controls 0.00 cfs)

UUTm GEOaERCI
2. MS PROPEFIY U NOT IDEATED INA BPmw. iL000 HADA
ARU AS DEIE - BY ME FIDE WL I -
ARE AGENCY. REFERENCE RAM 3]20b]4001 MTED JAN. 2 2004.
E1EVAIMN $XOWN AAE B/6m 011 MTIOWLL cFOOEfx vERDCAl
1, W TEN AND1 SIFNE
� '.W� SEWER SUPPLY TO BE RwAED BY 11E TOWN OF
5. CTRIGL SUPP TALTO BEYPAwIDmEeY) THE TOMN OF
6. 'OPROMIED UES M BE UN
]. RU00, of�nUnREOVIRE�E E" SO Dn51lm wOx FEES
F TRE IG.TpN �gVOUW T AAFA.
e. EODwm IMa1CF ENS SHALL 0 ME TOWN OF
oNIFFNLIE N4"UCTION UN APPROV MAOOMMETHHE SMO DO N N.
9. CWS [ OBi TREETLLE
1 W LTSLOY'DO/DP SANITAR� SEWER EAND OML OP NEKURNANT STiwET.
0
NACEO
CW iOpMMfZNOW SWTGANMRWMaWOGALTNE TOWN OF WINE�O WM�MINIUW NIM
, I. ME -MOM NPEAvIOUE SOUARE FOOTAGE ACLIMCI PER LOT B
.O%.
t2. A 5 .- AND MMWMGE EASEMENT WLL BE RESERVED IusOE
ROPIXIT ONES. (SEF TYPM LOT UTLnY AND DRANAGE
US.ENT DETMLI.
t]. ALL LOTS SHALL HAVE A MIN. EO' MOM AT TIME PUTTED NET,
S- ANNNOT BEEWI- BACO ANY FURTHER THAN INCE ME MBL
-11 SIONINGRm MEAT ALL SiREfF
NIERSECTIONS.' ON" 'ITN E NOim-
I5. CRESS CURB FOR RA.11 ALL STREET
SECTAWATER_ _T HAVE SIDEWALKS.
18. COMMON ARREASETO B BASINE 1-
T BACKYARDWOMRE OWWE�W "I «NAND
% 5EREO'
m
vEW sa oa'u REr
23 3. � REQUIRED
SEEx S OFFICE WILL NEED COPIES OF COMPACTON TES MOR
TME BACKFILL OF THE C ISIING ND ON ffrS 98 1
21 E CONTRACTOR SHNL - ME IVELrc KS DEPARTMENT
.e "` PRIOR TO NA(ING Co11UBOCNS OO EXISTING
DRY OCATED WRNIN p T M DRAINAGE
EASEMCM DR R/W.
"' oM nroRWGHFARE ROADS ARE
BWEMEEN THEE HomIFS 11 9.00 AM aND 4:W PM DMON- THROOGN
DAY. SE pEPNITIED SA THE
TOWN OF
LLE IN ALDNpN. MERE WILL BE UNE C-OFES ON
HOLIDAYS CELDWG THE MY BEFOREOOR AFTER
F ER SAID NOLIMY.
MUNM0P01 PLAN PREPARED .ADANCE WON ME
N OF MFORM TRAFFIC CONTROL DEVICES
RWEEUIRED ME ALL UNE CLOSURES AND MOST BE A -M BY
26 STREETS WILL NEED IDENCATION FO ONORGENCI' RESPONSE
(PFA NC FRE CODE) OURwC CONSTRUCTION WITHIN ME
Y -
9 -
PUBLIC, STREET
(N• R/M n )
n
TY AT LOT UTILITY AND
DRAINAGE EASEMENT
DETAIL
STORM ORAN04E PPE MTA
O.C.5.i1 TO FES/2 - 97U 30 SWPP W/FES O 0.64%
C801 TO "I - 40U 30' SWPP W/FES O 0.30%
CB/2 TO CB/1 - AAUP 30' RCP O 0.3D%
C8i3 TO OB/2 - 3OLF 15' RCP O 0.30%
CB#4 TO CB/3 - 214LF 30' RCP O 0.30%
C8/5 TO C914 - 30LF 15' RCP O 1.67%
CB/e TOCB/4 - ITSELF 30' RCP O D.30%
CB/7 TO Cap - 3OU 30' RLP O 0.30%
CB/6 TO CBti - 2951E 24' RCP O 0.58%
C819 TO CB/8 - BSLF1B' FLP O 1.56%
CB/1D TO CEO - HLF 15" RCP O 1.30%
FEsj9 TO CB/11- 16U 15' RCP W/FES O 0.30%
CB/11 TO Cap, - 3OLF 15' RCP O 0.30%
COO 12 TO FES110 - ,6U 15' RCP W/FES O 0.30%
CB/14 TO CB/15 - Q F 15' RCP O 1.40%
JB/25 TO FES/4 -295LF 30" SWPP W/F. O 0.10%
125
O.C.S.12 TO JB - 301E 30' SWPP O 0.10%
DI/16 TO F6/3 -7"' 30" SIVPP W/FES O 0.54%
CB/17 TO M/16 - 155U 30' IN" O 0.53%
CB/19 TO C8/17 - 139LF 24' RCP O 0.32%
CB120 M CB/19 - 249LF 24' RCP O 0.3(M
C8/22 TO CB/20 - 240LF 18' RCP O 0.57%
CB/23 TO C8/32 - 43U15- RCP O 1.23%
CBf24 TO CB/23 - 11311 15' RCP O 0.79%
CB/21 TO C6(120 - 42LF 15' RCP O 0.31%
C9/18 TO C9j17 - 35LF 15' RCP O 0.31%
8' PVC/1 35V O 2.00%
5' PVC/2 SOUP O 1.10%
DI#28 To FEE#. - IS- t8" sWPP W/FES O 0.125
DI/27 TO DI/2B - 2561E IB' SWPP O 0.12%
6' PVC/3 TO DI}28 - 45LF B' PVC O 3.515
DI/26 TO DI/27 - 280UF 18' SWPP O 0.1 z%
"I TO DIi26 - 671E 18' EMPP W/Fes O 0.12%
B' PVC/4 TO DI/27 - 401F 8' PVC O 3,80%
B' PVC/5 TO Mi26 - 40LF B' PNC O 3,75%
B' PVC/6 45LF O 1.6D%
B' PVC/] 451LF O 1.51%
6' "a 701E O 0.86%
8' PVC/9 40U O 0.40%
B' "M 40LF O 0.50%
FES/5 TO F./6 - 72LF ,B' RCP W/(2)FES O 0.30%
CA V
N HOODED
TOWN OF
:NTERYILLE
0
1
I W5
I WOcOED ���y555
7e.
�, ami
1
1
41
.1
EASEMENT HOLES
1. WATER MYNS AND SERJICES NAVE 10' I'- EASEMENIs
CENTERED ON UN Es AS INSTALLED.
2. SANITARY SEWER SERVICE LINES HAVE A 20' UT4IT3' EASEMENTS
CENTERED ON SER -E UNE AS i-
3. SANITARY SEWER MAINS LESS THAN 6' DEEP HAVE A 20' UTILITY
CASEMENT CENTERED ON SEWER UNE AS INSTALIED-
4. SANITARY SEWER MAINS V-15' DEEP HAVE A 30' MLIIY
EASEMENT CENTERED ON SEWER LINE AS INSTALLED.
5. SANITARY SEWER MNNS GREATER THAN 15' DEEP HAVE A 40'
EASEMENT CENTERED ON SEWER UNE AS INSTALLED.
�a
Call 72 Hours Before You Dig!
1-800-632-4949
1. COMRECTORIS NLLY RESPONSIBLE FOR CONTACTING
AP PARR. ANDroK AND THAT All C ISRNC
CTUIIES ARE LOCAMO UCTION.
2 FEW MMEN IS NSBLE FOR FNSUR M USI
.. AS NEC.swry TO E iNf slG
PON
3. ALL PAVEMENT CO S. CONCRETE OR �P� TTMMEWWWN IBE
PLACED UNAACMCE OARTI O ME STANDARDS E
ATR)N.
OP LOCAL
4. SHORING 3jURRESN BEERIIN ACCO ZEE WITH .. TRENCH
MG
STANDARDS, , . SUBPART. OR RS AMENDED.
T
t'A�'bifwMry ss FN SSS, IIx oEpta
lF2I TNIoc F..4 s ISO' KPI
--..V UNE TABLE
xoii. �'E) fi5S-�S .s 1
MOR
-.- aeo.w �����y5Male��9sist
."a a B2 wv.3O,, wvm.es ¢ #�--
ex
a' F�vS. �1 I,ePU))µ wv. es., N psllw'•pl v.11R�JV91. ITI WORu c1 QAIpf3R.57 B/ePu:°3IIS1 "'•• RIW 36 \ ! ssaWGr . aT
eN �0a] WI IN a 4 r
OM
A,1 4vt' wR°Y°aiBE, �0v�asm Hvf406ed1 9 / � \�\ \` � \ /B)� �\I L12
\ 1 (51
0FS
SET
�CLNUIg4aFix E(NCA Iva)
ALK I`M i �
(31)w (3CA
2)
n - i
I_IX I I
ASTLEFORD DRIVE I ♦..
IO R/W 32' B/B PUBL)C)
I (2J) IE -
P,
\\\ / ,a\\\ 14) (52) I ^off
T
(61) i (t2)/ - 11 I \
g* Wei 60)� /(s3) IX 'dl
\/ \
\� >/_�\\Y \�4_o) RESIDENnl 16dR1� \ TUNSBERG COURT ill Ii 1g \�
(59) `I
v/8)\IW 32. 3/8 PUBLIC)�.�39) BROOKFIELD \ (E7)\ .r-' (6_4) WGATE DRI-SEC1WI y�\ 70) _�(/.NER%W3UBLIC)11 m\/(56)\ (71) / RESIDENt1AL (65\ v eFG'�r / / -iR _10 CUDF IS'
0
(54)\ �(6e)BROOKFIELD�a�! �w�w__ l�I✓
no,
CTIDN 1-
_ u is. Pc 50 4N0.E-FA.R.Y
/ 36) D \ Y I I (72)♦�-�-� ll
/ C 1 (37 4) I
/� a OEwAu (mm.) (68) (IX67) / LINDA
is N5 (73) 7 I 'IRm VERNELSON 1
/ RESLDENTAL
35) \ BRAEMAR DRIVE °I - MWCLAYMORN
/` ;li 1a cuo, (DD' R/W 32 a/e Pueuc 6�- i N I c ss z,
,( \Ck; �s£-EA15 q Mx cs') I MB9]&e G 75.6 ACIBWLIURK
/\\�\ BROOKFIELD - A BR01KRELD DRIVE -� - a- f R `^•�
/ 3L)
SECTION 3 (12) (ED' R/W 32' B/U PUBLIC/ ; ^`a ss�w 3_W� m DA \ IAAn. � � PON Rows
/ - OR
MB 59. PG SD TQM U♦G
_\ (i1)T(1o) I (9)-�('e_� 9- e _ I ,sfi c�es� _ o KAREN HARRIS
'\ R 13 Y (8) I (5) I (4) \ (2) 1 9+ P` s }W KLINGLER
««DP WA,EE w PK ( ) m,j ,�,pA •.. I ,r a" I BRAEMAR DRIVE ,a (3) b• 2pe.. ' lc x AS I W -. G.
.. rt IA, SAN TKr SEWER x Gess a \ HI 8
h/V ATR y-,v'Pw sA814) .M^, •v ^^. naNE-APIa ])s (60- R/W 32 BjB-PUBLIC^^. z M 4 .
xsx/z 4 - (IxnAa Wm cq G
w ( eYs3'S]' E7 az3 iii R"w.I 29s.0, (TOTMT 4
(21) I (20) I - -
(19) I (IB) I (
i - 6siaPl �w s>o-1 s. -
600-T 7
(ts) a.x.3.Oss \u.Li mF. x,TIER",aow�4F1�,�.n�a®• .I Ra�FI^ ® r >s;p-_
_Iry'i UI Mm rm F' I N_Iz
♦�
EX a RVCW ATDOF -
S
IF
t 'Olb6j. 9%�
un
r
Ex. (z) Art vAI �t@,A -
"
N OT52'6,' EGJO.ti'
.ED--
_ 8000'
/
Do' m 'i
(Tw.1-11056- o �
SINQE_FAMILY �N♦DEIUaf N
}-m O.t 14.41'
0:1 eArx saE7 ee.
i R-12.5 �R (3:1 FRDNTwa4pE1 ,
-
YD,Sz iw
SHANNON_ DAN
TREPALTER LYRE
TI
TASEMEM WID7lIS
ABS n. PGI
15' RCP -M-
10',8'
i.sa W
IS, RCP - 15' EASEMENT
24' RCP - 15 EASEMENT
OO A,1
30' RCP - 20' EASEMENT
35' RCP - 20 EASEMENT
xaPe)
42' RCP - 25 EASEMENT
48'RCP - 25' EASEMENT
ALL OTHERS ARE 10' WIDE
DITCHES - 12' -
,-BE . TOP OF RANK
EASEMENT HOLES
1. WATER MYNS AND SERJICES NAVE 10' I'- EASEMENIs
CENTERED ON UN Es AS INSTALLED.
2. SANITARY SEWER SERVICE LINES HAVE A 20' UT4IT3' EASEMENTS
CENTERED ON SER -E UNE AS i-
3. SANITARY SEWER MAINS LESS THAN 6' DEEP HAVE A 20' UTILITY
CASEMENT CENTERED ON SEWER UNE AS INSTALIED-
4. SANITARY SEWER MAINS V-15' DEEP HAVE A 30' MLIIY
EASEMENT CENTERED ON SEWER LINE AS INSTALLED.
5. SANITARY SEWER MNNS GREATER THAN 15' DEEP HAVE A 40'
EASEMENT CENTERED ON SEWER UNE AS INSTALLED.
�a
Call 72 Hours Before You Dig!
1-800-632-4949
1. COMRECTORIS NLLY RESPONSIBLE FOR CONTACTING
AP PARR. ANDroK AND THAT All C ISRNC
CTUIIES ARE LOCAMO UCTION.
2 FEW MMEN IS NSBLE FOR FNSUR M USI
.. AS NEC.swry TO E iNf slG
PON
3. ALL PAVEMENT CO S. CONCRETE OR �P� TTMMEWWWN IBE
PLACED UNAACMCE OARTI O ME STANDARDS E
ATR)N.
OP LOCAL
4. SHORING 3jURRESN BEERIIN ACCO ZEE WITH .. TRENCH
MG
STANDARDS, , . SUBPART. OR RS AMENDED.
T
t'A�'bifwMry ss FN SSS, IIx oEpta
lF2I TNIoc F..4 s ISO' KPI
--..V UNE TABLE
xoii. �'E) fi5S-�S .s 1
MOR
-.- aeo.w �����y5Male��9sist
."a a B2 wv.3O,, wvm.es ¢ #�--
ex
a' F�vS. �1 I,ePU))µ wv. es., N psllw'•pl v.11R�JV91. ITI WORu c1 QAIpf3R.57 B/ePu:°3IIS1 "'•• RIW 36 \ ! ssaWGr . aT
eN �0a] WI IN a 4 r
OM
A,1 4vt' wR°Y°aiBE, �0v�asm Hvf406ed1 9 / � \�\ \` � \ /B)� �\I L12
\ 1 (51
0FS
SET
�CLNUIg4aFix E(NCA Iva)
ALK I`M i �
(31)w (3CA
2)
n - i
I_IX I I
ASTLEFORD DRIVE I ♦..
IO R/W 32' B/B PUBL)C)
I (2J) IE -
P,
\\\ / ,a\\\ 14) (52) I ^off
T
(61) i (t2)/ - 11 I \
g* Wei 60)� /(s3) IX 'dl
\/ \
\� >/_�\\Y \�4_o) RESIDENnl 16dR1� \ TUNSBERG COURT ill Ii 1g \�
(59) `I
v/8)\IW 32. 3/8 PUBLIC)�.�39) BROOKFIELD \ (E7)\ .r-' (6_4) WGATE DRI-SEC1WI y�\ 70) _�(/.NER%W3UBLIC)11 m\/(56)\ (71) / RESIDENt1AL (65\ v eFG'�r / / -iR _10 CUDF IS'
0
(54)\ �(6e)BROOKFIELD�a�! �w�w__ l�I✓
no,
CTIDN 1-
_ u is. Pc 50 4N0.E-FA.R.Y
/ 36) D \ Y I I (72)♦�-�-� ll
/ C 1 (37 4) I
/� a OEwAu (mm.) (68) (IX67) / LINDA
is N5 (73) 7 I 'IRm VERNELSON 1
/ RESLDENTAL
35) \ BRAEMAR DRIVE °I - MWCLAYMORN
/` ;li 1a cuo, (DD' R/W 32 a/e Pueuc 6�- i N I c ss z,
,( \Ck; �s£-EA15 q Mx cs') I MB9]&e G 75.6 ACIBWLIURK
/\\�\ BROOKFIELD - A BR01KRELD DRIVE -� - a- f R `^•�
/ 3L)
SECTION 3 (12) (ED' R/W 32' B/U PUBLIC/ ; ^`a ss�w 3_W� m DA \ IAAn. � � PON Rows
/ - OR
MB 59. PG SD TQM U♦G
_\ (i1)T(1o) I (9)-�('e_� 9- e _ I ,sfi c�es� _ o KAREN HARRIS
'\ R 13 Y (8) I (5) I (4) \ (2) 1 9+ P` s }W KLINGLER
««DP WA,EE w PK ( ) m,j ,�,pA •.. I ,r a" I BRAEMAR DRIVE ,a (3) b• 2pe.. ' lc x AS I W -. G.
.. rt IA, SAN TKr SEWER x Gess a \ HI 8
h/V ATR y-,v'Pw sA814) .M^, •v ^^. naNE-APIa ])s (60- R/W 32 BjB-PUBLIC^^. z M 4 .
xsx/z 4 - (IxnAa Wm cq G
w ( eYs3'S]' E7 az3 iii R"w.I 29s.0, (TOTMT 4
(21) I (20) I - -
(19) I (IB) I (
i - 6siaPl �w s>o-1 s. -
600-T 7
(ts) a.x.3.Oss \u.Li mF. x,TIER",aow�4F1�,�.n�a®• .I Ra�FI^ ® r >s;p-_
_Iry'i UI Mm rm F' I N_Iz
♦�
80. W W
,• ugNTNr Ra.
IF
t 'Olb6j. 9%�
un
IaBMg4FlgtD IMM s $128
F
"
.ED--
_ 8000'
TRUST MA vc SE 2015
DUE
Do' m 'i
(Tw.1-11056- o �
Sw� •P
}-m O.t 14.41'
� zzMs.�
SOalw14 r
sY
-
YD,Sz iw
� ACR'Sd:
A
CHAPEL HILL \ wt /♦4.,� -+i�i� ..
FOUNDATION REAL
W 4
ESTATE HOLDINGS, INC. I I _� a 20• 13 x -�
P 78 G rex M AYALT
8]7. PG ' / (Yt FiICWi aoPE)."n
ME
CE BOOK
eIR "TMT t A e s AT PER a
iNORB RRY DRIVE sHaE F.aLY ��RE•)OO'7A, 04
(60' R/W 32' B/B PUBLIC ;'-'�F eEPR4N aCAIFgRE) -� 4•.R WALBROOK COURLL°
T
/
DAWN BRANCH STANFORD COURT
'p,� a 60' R/W 32' B/B PUBLIC)
s
_
PEDRO BANDERAS /
/a
KIND and, / (60' R 32' B/B PUBLIC
CYNTHIA KRANCH
l� AoyI�LNRAt
\\ZORRAWAEM6
TRUST MA vc SE 2015
DUE
B OWN ETAL / WOODED
- I
w000tn 1 1 '
R: BOOKER
.s; PG 504
Esu FILE 2M7. Pc 45/ M i
.s.
12 w x e
PEDRO BANDERAS
PEDRO BANDERAS I
T
N ADA STOKES
lON
RC -5-,S me' T
wwp ` 3
T
i 8 G a
J---uA%„TtdP.a4«�
). -"N '".•.. INT .3 ]r o� uza. u.
F.
�`p� y �YWpNt Wee 9fi S3
-
1950D
�m nu� sWMEL1•
Nv
3 s u DI w 90] 7e' (Tarin GL wv
E 7E' "1
A AA. soEWAuc
US i
R
SHOVE FAMILY
R-125 �i �//
KARL WESLEY---�/1
DERREBERRY COURT
MCLAWHORNEnd.
60' R/W 32' B/B PUBLIC)
MCLAR.
KARLA ALLEN AL 1
NOR A(a1C11LNRN
FnArz Ole 2.1 PG es, 1
12 w x e
PEDRO BANDERAS
me p
TRU IS MIS ED �YCBE. 2075
tH �
w, / 4-W_a_W•
M�Lns
'H�.
m" `
DMI
6 A
�w�avlo I" FOR
12 w x e
w t cwt mal
U,aaE DDS wD .- 1.)
me p
tH �
i.sa W
ENTILDI101 AEACULILRAL
OO A,1
xaPe)
MARY F. MELLON
iE B'PC ue
TRUST OMAY1 Bo 22015 I>81033. P.1. 1 1
/ ue 594 IS E,5
uwJ � '
6s% ("'.) sa'A _ „• ss enNF>INEnK TE T DEEDS 4- LIN
FF6Eg!aDEPwI YAAWS _ _ _ sEEET IN11E1L
wv. R. J / / 11 (FR0E10 I (BACK) SHEET 1 OF 3 - DWD BUFFER ALRHCRI-NN PUN
"COMPoSRE MAP'
A, AK TMA u�] a c.wc SHEET 2 OF 3 - DINO BUFFER AUIHOMZAlION PUN
6A.A USOADNr / 'MRMWAIER WETLAND BtSIN /1 DETAINS"
ICH EWWC' sNEET 3 DF 3 - C'MO BUFFER AUMORIZAPON PIAN
T F KEaSSARr. RE -GRADED ROAD -SIDE DITCH CROSS-SECTION(A-A) 'STORUWATER wERANo &SIN 12 DEMOS'
RIPE)SURVEYOR'S 921TIF1tlL110N
�R�(Aro aA6F ,m. I. MICHAEL 'EST � LiN. CEWWnFYLT ME CouIND+Rr suAIY cRNIERI SURVEY. AND
Pax AFTER IWxncAs r w m NORIECATAL ° SNDWN N RE E ownclm avow ur DIRECT AND
SIBLE CHMGE rtrou AN ACTUAL ORIOND SURWCY MADE UNDER PE SION (DEm
IS P _ \� MWWIW yn DESCRIPTION RED -OED M (SEE REFFN -) ON - INFOR ON MIND IN MAP BOOK
35]3, PAGE s72 . OA 5 PEFERKNCED HEREON. THAT ME SION- NOT SURVEYED ARE
. a5, Al CIFARIY "I-
I � DRawN u C""='
FOu1D IN EZ �- PAGE 142. OB AS
aW. u I ao3. REFERENCLOr NT'uT :ni"aPo RpaNrc s -T RATI F PRECW rot As wcu ut a :]4.44➢-: TINT ,ul ♦., o•EH t IDNL OPOsW D sNYI NOr eE MSB ME CONfl"WNCE = ERIMtyE TO FEDERAL cE«w»ac wnARC,",MAIroPocxPFuc Mo�imON A x _M K BOOK UNEs uAY IDT uEErHE SETWAIm STAIDARp-. 1W.t vAiIMI CONTR0. WAS 43249
Y CABG .TABOSHm AT ME SNE r0 THE Cuss MRD: AND i T MI5 MAP MEETS THE = ¢ SEAL v _ L -
REDIRIME1rs OF THE SruAwRDS OF PRac,FE FOR LINO SURVEYWG N NORM C -AW
NUD .1600.
56 y 50 RNCi 3� "'DOR nnin J6`o♦`"
NIN.S OwGINAL ilwE AND SELL M5 ]_ MY OF OECWB. .MMB. "vO...... 0 `¢V•
DETAIL VIEW nnmN
(SCIS SxNm. _. _ _..__. _._ nASc uc rare•„ w.. -,n.w
EOFND
ABS AfJaILOMTPoLE-BOTMBUTADIEME-s,YRENE
SAN
BE//B - "FoCURB TO BACK OF CURB
eu _ RU -N1, ENC COR TION
BE
- BOW OFF
F "IEbEM PRACTICE
.w. TE -SIGN wX NG PO -
OB CATCH BASIN
SIO
-.NE ROAD
CMP - ETAL PIPE
CO
C� - CMOH-WWMCRETE
OCA Tm PLASnC PIPE
°E, -DROP NLEr
.UCRLEMON PPE
OR - OMNIeNE5P0UT
CO. - LOSRNG CONCRETE MONUMENT
EIXitSC'nOrNiI IR.N vIP
EISBP - IXSTING IRON STAKE
EIEC- ELECTWCAL. CONDUIT CIRIGL
ELN - EIECTHIC 1.7-1
.7 11PIPE
EI31H LEDGES o` MA
1EP1N- Exlsnlc alKIeRtNTKAto1 NYL
IXExIiPwNITS pM 1°LECKRETE PPE
FE9PS - -.N
FFE - FINISHED BOOR ElEVAaON
F.
FIRE NrDRAM
FIRMFLOOD RANGE RATE MAP
M4 -
FORCPENE MIN MM4MRWtER
F/O - FILTER OPTx
ON GA V MK
HB _ IciosEWIRE
nOW CONTROL -E
MER
LSSA -E D AREA,
YN- .MYUM BULn NG ONE
NY qE
11 NNETAL PIKwPTER
wn
ECSOlfOtT ORCP'POL STRUC ORE
OUR WERHEODLOUT, -
R MITE
PCC - POINT OF CO- CURV K
POINTPRO OF REVERSE CURVAMRE
PoNTTDF -CA
WC _ POLp WCHLOREE
PH -SE
R RE""MN RGm CONCRETE PIPE
SIR
-N- SET PARKERPKA OM NAIL
SM's"S-SEWER sE I SSFIXE
STRI Brom SEWER MANRY SEVERNHOL�
E
SW
-;E!"=FN WALL NOPE
S-BwEWAL1 l- PIPE
TOP 01 TTO TCONC-NP OF
PCIRE CMTI
MAM
ITRLwI- To't�P r FC -
ONE -E
-ENT
TOPOF
ILMN- IELEPNONE E"
�Wm- M-EP�WHONE PTEECCSTAL
TTEPSB - TRAFTIC S_ BON%pOOI IFIRIERPOLE
uN ,Poll
VG -VALLEY GUTTER
W. - WOODSl1NE
- -D
-1 BOX
WAVER VALVE
- - TO SCALE
■ - cLAss a" ME APR
®- CONSTRUCTIpI II- OF/IXIT
EIESSTITING BAUTrtA� EWER UN
-.-- FASTING WATER UNEtwm E
�- UMBEF CONSTRUCTION
® - DRVFMDE EASEI4EER
®- RPARMN BUFFER
® - ... EASEMENT
- CONCRETE M. DITCH
-S CLAES-
- AREA TO BE DEMO SHED
NOTE:ALL DRUH40E STRUCTURES SHALL BE TRAFLIC
RATED FOR TYPE OF USE
SHEET 1 OF 3
DWO BUFFER AUTHORIZATION PLAN
COMPOSITE MAP'

W 4
ta®
a1111 1' IIWO( SlE
RS w a -- w O'IRt
-------------------
t0.a5a SF.`�
10 e.
1
1 1 II
1 1 II 11
1 11 11
1 1
1
1
1 1 1
1
1 1 1
1 1
1 1
1 1
25'v 2 E NOT D PPEDVLE
G ` R .— ANG
ES (TP.)
O
--6 BLACK WALL
1
1
1
I
I
1
I
1
1 see
/
J
eeTMA
� _
I
1
I
11
TCP CF ORATE 64.00
i
GALVANpID OAN
4 PLACES (TED.)
p!
1
1
��
�
1
BLOCK wnu
/ \
11
BLOCK WALL PROPOSED
b
U
6' WEIR ELE61
5
\
S UWFl
,ORIFlCE ' V1 •'
1
B 0MORETE•5...
lir MR. roER
r.R.
SECTION A -A UP NOOO
TO VERs
CONCRETE
iU 6
FILL OOS M
Pe CONCRETE
OF JO' SANTE SECTION B-8
� T
1p
_ - (NONJONFBI.T
IN TS,)
0 V O-(
O6 O
cprn6a sTRucrvRE
�v
WATER
AS
OOpO
30' $WPP
UR
pO�00,o,
pp00 O
/
p 0000
00 O
t
OpO00p0
CUSS
8 -1 I N
(4 )
0
000 p0
TEMPORARY HORSESHOE ROCK DAM
!-PVT: VENT PIPE
O
O
ta®
a1111 1' IIWO( SlE
RS w a -- w O'IRt
-------------------
t0.a5a SF.`�
10 e.
1
1 1 II
1 1 II 11
1 11 11
1 1
1
1
1 1 1
1
1 1 1
1 1
1 1
1 1
25'v 2 E NOT D PPEDVLE
G ` R .— ANG
ES (TP.)
O
--6 BLACK WALL
123' ^UT 1/Z' BOLT
W SHFR
/
J
BAR PRATE
OAL AN�2F0 I
(T+P.)B.7
—1/2' STAINLESS STEEL —1
VATH NUT M WASHER (—)
+/Y GAL ANIZED WEDGE
ANCHOR ATN 1 i/2" -- A -B' BUCK wALL
G—
IT
TRATE
a
ALL— GR
GSVANRED BEAR
TCP CF ORATE 64.00
GALVANpID OAN
4 PLACES (TED.)
��
BLOCK wnu
/ \
BLOCK WALL PROPOSED
b
LAPP
6' WEIR ELE61
5
\
S UWFl
,ORIFlCE ' V1 •'
BOTTOM S6.17
B 0MORETE•5...
lir MR. roER
r.R.
SECTION A -A UP NOOO
TO VERs
CONCRETE
iU 6
FILL OOS M
Pe CONCRETE
OF JO' SANTE SECTION B-8
OUIET CONTROL STRUCTURE
IN TS,)
Y P. FAAittOTR SKIMMER w/2a' DU METER ME.
(REMOVE AT END OF P...T)
cprn6a sTRucrvRE
�v
WATER
AS
O— CNEt]RNDAA.
30' $WPP
UR
TOP ELEv. 61.00
1 STOVE
W"
2
CUSS
8 -1 I N
(4 )
BOTTOM EL � 5100
TEMPORARY HORSESHOE ROCK DAM
!-PVT: VENT PIPE
VC PIPE PVC VE
PVC EE CAP
PVC
vc EEeow
D CAP
VENT RPE
END
PVG PIPE�LT
ISOMETRIC VIEW
NOTE: ALL PIPE P>C SC EDUCE b
TEMPORARY FAIRCLOTH SKIMMER DEWATERING DEVICE
NOTE: HOA ESTABLISHMENT FOR COMMON ARU ANp
BMP MNNTENPNCE REQNRED PRpR TO RECOROATON
OF FINAL PUT.
NOTE: CURET CONTROL STRUCTURE TO SERVE AS Pott 'IPF -8 3:t MM.
THE EMERG C OJERROW FOR THE PROPOSED BMP. 1� TEWORARVVPOOL T— EIEV.� 82.00
PERMVAEaK POOL _
NOTE: LATENTS ARE NOT ALLOWED AS A PUNT OPTION ELEv. 61, f3F'. 58.]5 � 61.00
EOR THE WERNIp. AWAM PUNT />,1� CUATC PUHttRG
SHELF (e' LIN.) El£V. ».W-+ \ / 1 BEu (6• wN.)
DETENTION POND SECTION A—A
(NT.S.)
a >oe EDP i
POROUS.6B)AFF'LE
STORMWATER WETALD PINKING SPECIFICATION
1. AU. HERBACEOUS PLANTS WITHIN THE STOR4IWAT£R WET ANO PROPER (SIMLLOW WATpt AND
SHALLOW LAND ZONES) SHALL BE INSTALLED BETWEEN MARCH IS MID JULY JI.
2. UNLESS OTHE)iMSe OFSICNAIED• PLANTS SHOULD BE INSTALLED AS LANDF DRIFTS (LE,
MASSES OF A SINGLE SPECIES) WITHIN THEIR RESPECTIVE PLANING AREAS.
3. -T- A SLOW RELEASE FERTUZER TABLET NE TO EACH PUNT WTTH/N THE WERAND
PROPER. FOR HERBACEOUS SPECIES USE Al SME A—TC-TABS 20-10-5, BO DAY
LOMINUOUS FEEDING. 5 GRAMS, DR DOUNALEXT FOR TREES AND SHRUBS USE ACR/fR04
20-10-5 PLUS MINORS PLANTING TABLETS, 2 YEAR SLOW RELEASE OR EOINVA ..
4. AIL PLANTS SHLL/. BE Wt£CBY DESCENDED FROM INOM 1 GROWING WTID WAMW 2DO
MILES OF THE PROTECT SITE IF SU/TABL I— GANNOT BE OBTAINED, PLANTS OF OTHER
GENETIC PROVENANCES AMY BE -UZED W1/H RIE MPROVA OF TINE OWNER OR OWNERS
REPRESEMATNE.
5. PLANT WIERAL SHOULD CONFORM TD AMERICAN Sr— NURSERY STOCK. PUBLJSHED BY
THE AMERKAN AS50CARp0 OF NURSERYMEN.
6. ALL PUNT WTERAL TO BE CONTAINER GROWN PLANTS OF AT LEAST 4.0 CUBIC INCHES
). AMACITY
— OF TEN (10) DIFFERENT SPECIES. TOTAL OF WHICH Frv£ (s) ARE EMERGENT
SPECIES W IM NO MORE MAN J09 OF A SINGLE SPECIES.
B0. RECOMMENDED — FDR PERMMENT SHALOW WA LER (J' -B' DEEP).
PI ANTS SHOULD BE OF EACH SPEGES MD —TED IN A NATURAL FLOWING ARRANGEMENT.
A ACCRUE EUBLORDATUY (SNEETFAG)
B. PRT I VIR"G` (ARROW ARUM'
C. SAGTTMA URFDu4 (DUCK POTATO)
D. PoNTEDERA CORD4TA (PILKERELWEEO)
E SCIRPUS CYPE RNUS (w00L GRASS)
SIALOW WATER URFACE AREA- 8.052 S.F.
TOTAL NUMBER OF PUNTS SPACED AT 24' O.C.- 2,650
88
. RECOMMENDED PLANTS FOR SI—OW LAND K J' DEEP TO TEMPoRARY POOL £lEYADON.
PL AMS SHOULD BE OF UCH SPECIES AND PLANTED IN A WTUBIL BONING ARRANGEMENT.
A ASCUS LAS /NCARNATA (SWAMP MLXW£EO)
B LOBELA CARMAIMIS (CARDINAL FLOWER)
C. EUPATORAOELPHUS iiSULOSUS (JOE PTE WEED)
O HIBSCUS COCCINEUS (SCARLET ROSE MALLOW)
E VERNONA NOVEBORALENSIS (IRONMEED)
NGRAIEPPED SHALLOW LAND SURFACE AREA- 5,368 5 F
TTFAL NUMBER OF PUNTS SPACED AT 24' OC- 1,350
NPPED STDRMYATFR WFRANO OV�TR N -HED xF
1 CLUB MID GRUB WETLAND AREA
2. UC4VA7' STORMWAWR WETLAND AREA TO ROUGH ELEY RON AND SPREAD OUT EXCAVATED TOPSOIL
EVENLY IN A MAXIMUM DEPTH GF 6' IN FELL AREAS WIIHIM THE INDICATED UUITS OF DISTURLANCE
3. INSTAL EROSION CONTROL. MEASURES TO STABIUZE POND ARE
4. INVT M STRUCTURE.
5. WHEN SRE NAS BEEN, STABILIZED WRH TEMPORMY SEEDING, UBC AND CURB AND, GUTTER,
CLEAN SEDIMENT OUT OF WETUNDS BASIN AND PREPARE BASIN FOR PLANRNG.
6. ARON COMPLETION OF FINE GRADING, CONTACT RLE TOWN OF WINTER&LL PU WORKS
FOR A BMP INSPECTION PRKR TO AS -BUILT DRAWINGS AND INS XARON DF PUNTS.
]. I15ALL WETLANDS VECET— PER SPEGFICAnONS.
8. PERMANENT SEED BANKS AND SLOPES OF BERM AND S.1.101" WETLAND AREA
WE WITH CAP
P C Wv.
.15
P MNNIENANCE PIAN
PFTEA CONSTNCT ONION ACTMTFS
- INSPECT AFTER SEVERAL STORM EVENTS FOR BINK STABILITY, VEGUATON GROWTH.
OP/PAGE SYSTEM FUNC-A-. MIO SIRU — DAMAGE.
5F F REFECTION
- INSPECT
FOR INVASIVE VEGETATION, DIFFEREMSAAKMM . SEKLEMETJT, CRACK/NG, E/tOSION,
INLET AN OR TREE GROLET. AN ON RLE NANNELS, SE RLE LTMDU OF THE R E B IN RIE
INLET AND THE "E" AND PILOT R ANNELU SEDIMENT ACCUMULAKON IN THE BASIN;
CLOGGING OF WRET, AND THE &GOR AND QEN50Y OF TH£ VEGETATON ON THE BASIN SIDE
SLOPES AND FLOOR CORRECT OBSERVED PROBLEMS AS NECESSARY
-NOTE SIGNS OF NYDROCOISON BUILDUP SUCH AS RO4NAV OIL ON WATER SURFACE
- INSPECT FOR DAMAGE TO THE EMBANKMENT AND MLET/OUiLT STRUCNR£S REPAIR AS
NECESSARY
--MR FOR SEDIMENT ACCUMULATION IN ME FACILITY AND FOREBAY.
-EXAMINE INLET AND OUTLET DEUCES TO ENSURE THEY M£ FREE OF DEBRIS ANO ARE
ovERAnoNAL
ONE-TIME
- MAINTFNe_ucF ACTMnFt
ONE--TMETIME
-REPLACE WETLAND VEGETATON TD dWNTMN AT (EAST 509 OF SURFACE AREA COVERAGE W
WETLAND PEWEE AFTER THE SECOND GROWING SEASON.
AS NEEDED AWMENMCE
-REPAIR UNDERCUT MFRS. EROSION TO B4NK5 AND BOTTOM AS REQUIRED. WHERE
PERMITIID BY THE DEPARTMENT OF FISH MD GAME OR OTHER AGENCY REGULATIONS STOCK
STOFMWATER WETLANDS REGULARLY WITI MOSOURO FISH (GAMBUSM SPP.) TD MANCE
NATURAL MOSOUTO MD MOGE CON/RCL.
FREQUENT (3 TO 4 TIMES PER YEAR)
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTIRES.
-MOW SIDE SLOPES AND R£MOV£ CRASS C!/PPINGS REMOVE UTTER M0 DEER/S FROM
BANKS. BASIN BOTTOM TRASH RACKS, OUTLET STRUCTURES, AND VAVES AS REWIRED.
ANNUAL MAINTENANCE (IF NEEDED)
-S(ANPL£N£NT WETLAND PLANTS F A SIGNIFICANT PORTION HAVE NOT ESTABL6 (AT LEAST
309 OF Rl£ SURFACE AREA).
-REMOVE NUISANCE PLWi SPECIES
-CLEAN FORESAY TO AVOID ACCO NON IN WIN WETLAND AREA W REDUCE TIE
FKOUENCY WHEN THE AWN NETLND AREA NEEDS TO BE CLEMED.
-HARVEST PLANT SPECIES IF VEGETATION BECOMES TDO THICK CAUSING ROW BACKUP AND
FLOODING MORE FREOUENF PUNT NAftESRNG ALAY RE REOUIRED BY LOCH. VECMR CONTROL
AGENCIES.
-FERRUZE NEW WCETAIION ONE TIME ONLY INE OWNER SHALL NOT FERTILIZE V£CETATIUN
AFTE" THE INIAL OCCURRENCE.
-MONITOR SEDIMENT ACCUM—TIONS, AND REMOVE SEDIMENT WHEN THE ACCUMULATED
SEDIMENT VOLUME EXCEEDS 10-20.9 OF INE BASIN VOLUME PUNTS ARE CHOKED" WITH
SEDWEM, OR RLE WETLAND BECOMES EUTROPHIC. IT IS SUGGESTED RAT ME MAIN AREA BE
CLUNED DNE FALF ATA RUE NITH AT !FAST ONE CROWING SEASON LN BETWEEN CLUN/NGS.
MIS WU HELP TO PRESERVE RIE WGUATOv AND ENABLE ANE WETUND TO R£COV£R MORE
QUICKLY FROM THE CLEANING.
SEEDING AND MULCMNC SCHEDULE PER ACRE THE KINDS OF SEED AND FERTILIZER. AND THE
RAILS a<APPUUTION OF SEED, FERTILIZER, AND LIMESTONE, SHAL BE AS SATED BELOW
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE
DETERMINED BY THE ENGINEEyyR.
1I0 E10-20 1.000 T.N.
L/BDgeCp(
JAASNPNPLTA TAACCK 2000GLL/TON OF MULLING)
JA
AToll DEeCTEUMBER 31
SO
entipede
5 P
CeOSOCt B-1gl a
50 F-AM,T
AOW / LimaatOrW
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
NY 1-DECEM13ER 31
] Tall Fescue
50 Centipede
u elsio�e
TEMPoRARY SEEDING
COAL SEASON' PLANTED BETWEEN 15 AUGUST AND 15 APRIL
120/ RYE GRAN (NO RTE GRA55)
5F
.W'.
GERMANSEASONBROOWWN MR OR FOX TAIL MILLET ED BETIfEEN 15 APRIL AND 15 AUGUST
3otN n`W>VRa/
c`�P� t L SEPI ON.y
2 4fAL '
oa1P'3vo e-°
Call 72 Hours Before You Dig!
1-800-632-4949
5HEET 2 OF 1
DWO BUFFER AUTHORIZATION PLAN
"STORMWATER WETLAND BASIN #1 DETAILS'

L K. p
fMb-x[rN�j SF� -� I
1 � I
(PBWArKWR �` ��
,r si. I II
U ro'El
CASTLEFORD DRIVE
)
60' R!W 32' E/B
-
� -r I
� I I
/ I I
� I I
� I I
� I I
I I
I I
EnsiYFxOiAWnC'[ -- _-
x
1Y �"• it - � "
W t>Fa) to • WP
Off
5 aP� A« 1 SF.IEGT wIAEW / \ \ n
NeW A�N
lTo Bc arFAm) - \ •\
L? to \ \ t o I
5 I I BrFnE�(Trzl � ! / `tl
ArroOx wtE
/
+xeu sF
I / /uWl1w>
.a{.. A COMMON AREA
LI
POND DETAIL VIEW
SCALE: 1 20'
NTAWIESS STEEL BOLT
N & WASHER (IVP)
B maw WMLJ GALVANIII AX GRATE-
B fJ
P AN VIEW
,R I TOP OF GRAN GRATE 65.00
PLAczs ( .) " eLocK wAu
]ft El£v. .2 52
ROPOsma- BWPP
1v
H BARJ12' 11
Nx.
BOTH WAYS SECTION A -A
FILLW,-`oOC.S. WI+
301,
a
ON RETE
,,P TO INVERT , A6' - 5ECTION B -R
OUTLET CONTROL STRUCTURE
(Nis)
TEMPORARY HORSESHOE ROCK DAM
(NT.S.)
3_t 0¢9 POG nREs N.
TDNOfMRxVP00L T- EHD/.= ea.00
DEv. B2.B2 - PERWWEM L _ i V
Sl e2.B2
A_A . PUN N
AT.
PUNTING
F1F (B ) ElEV. BO.B2-I \ 1 LLv. SHEAF (B Yrv.)
ELEv. 81.57 �ETEy. SB.Bx/ �-E 80.82 61.5]
DETENTION POND SECTION A -A
(N.Ts.)
vc PANE Pvc vwr PIPE `�
M ELBOW
( ) WATER SURFACE
PVC E P
cmk
EIBOw PVC TEE VC PIPE VC
w� r
i PIPE N ASSEMBLY
GOC PVC PIPE PVC �sSEMBLT
RSM AS.uBLr
MNE RPE
END VIEW BOTTOM sURFKE
ISOMETRHC VIEW SIDE VIEW
NOTE: NOP ESTABUSMMENi FOR COMMON AREA ANO
BMP MAHLATEN4GCE REQUIRED PRIOR 1D RECORM1gN
OF FINAL PIAT.
NOTE OUTLET CONTtOL STRHICTURE TO SERVE AS
THE EMERGENCY ITVERROW FOR THE PROPOSED BMP.
NOTE GTX ARE NOT ALLOWED AS A PUNT --
FOR THE WELMO.
NOTE: ALL PIPE PVC SCHEDULE W
TEMPORARY FAIRCLOTH SKIMMER DEWATERING DEVICE
(".T.S )
TEE
STORMWATER WETLAND PLANING SPECIFICAMON
EIEV. 62.82
1. ALL HERBACEOUS PLANTS W//N/H THE STORNWA)ER W£/(ANO PROPER (SWV.LdY W.1TER ANO
SHVLOW LAND ZONES) SHALL BE INSTAr,m BETMEEN NMCH T5 AND JULY
TEE WTH CAP
2. UNLESS ORIERMSE DESIGNATED. PLANTS SHOULD BE INSTALLED AS LANGE DRIFTS (LE.
K WV GTS)
MASSES OF A SINGLE SPEC/ESJ WITHIN THEIR RESPELm'£ PIANNNC AREAS.
B eP
3. INSTALL A SLOW RELEASE FEROLIZER ABLET NEXT TO EACH PLVIT WTIH/N THE NEILWD
PROPER. FOR HERaICEpUS SPEC/ES USE AG SAFE A"- M-10-5, W NY
I/Y NUT
r WASHER 1/2' B0.T
COMINUOUS FEEDING, S GRAMS, OR 10tflK EM. FOR TREES AND SHRUBS USE ACRIFROM
20-10-3 PLUS MINORS PUNTING TABLETS, 2 YEAR SLOW RELEASE OR EOU ANT.
BAR (9i ATE
OA. 2.5- HOT WPPm
IID ANOL£
A. KL PUNTS SHILL BE DIRECTLY DESCENDED FROM INOMOUKS GROW INC WILD WITHIN 100
WES OF THE PROTECT SITE R SUITABLE STOCK CANNOT BE OBTAINED. PI AMS of OTHER
a PLAITS (TVP.)
GE MC FWOYFNNACES MAY BE URUZED WITH TIE APPWOVK OF ME OWNER OR OWNER'S
REPRES£NTATNE
1/2' -,AN]ED
5, PUNT AN IERLAL SHOULD CONFORM TO MERI(AN Sf NRO NURSERY STOCK P(/BL/SNED BY
MILTHOR WTI t I/z' BLOC% WALL
FA®ENIPWT a 12' O.C'
THE AMERICAN ASSOGATT(MW Of NURSERYMEN.
8. ALL PL AM AfiA)ERIAL TO BF I-OPI ER GROWN PUNTS OF AT LEAST 4.0 CUBIC INCHES
MAG
]. A MW/MUM OF TEN (TO) OIFFEREM SPECIES,E K Cl -C,TILE (5) ARE EAIERDENT
WITH N
SPECIES MORE THAN 3=OFA SINGLE SPECIES.
DETAIL VIEW
BA RECOMNENOED PI-FOPSIFT E5/YllLOW WATER (J--9- DEEP).
PLANTS SHOULD BE o" EACH SPEGES AND PUNTED IN A NANRK FLOWING ARRANGEYEN/.
A ACORUS
((SWE£TFUGJ
P£LiARGINICA ARROW RM)
BC.
S- U -L. (DUCK POTATO)
0. P RM CORDATA (PWmwoof
IRPUS
-Ss) E SCIRPUE CYPRINUS
RI 9.134
SHALLOW WATER SURFACE APPA= 9,134 S.F.
TOTAL NUMBER OF PUNTS SPACED AT 24' O.G.= 2.3(10
BB. RECONMENOED PLANT$ FOR -0W LAND 1 J" DEEP TO TQIPORARY FYJOL nFARON.
FLINTS Si D BE OF EACH SPECIES AND PLANTED IN A MWA FlDWING ARRANGEMENT
A ASCLEPNS INCARNATA (SWM' MILKWEED)
B. LOBELIN C41DINMlS (TAROINM. FLOWER)
C. EUPATORMDELPHUS FISNLOSUS (JOE PYE W®)
O. HIBSCUS COCGNEUS (STARLET ROSE NAL,oW)
E VERNON. NOVEBORACENSIS (IRONWEID)
SHALLOW LAND SURFACE AREA= 8,089 S.F.
TOTAL NUMBER OF PLANTS SPACED AT 24' O.C.= 1,550
' ANWUY OR NOT OPPm
Zm BAR A.
STOMFWARR WED ANO CONST" x'TO c tLF
t. CLEAR AND GRUB WETLAND AREA
S'.µI HOT DIPPED
RED µGCE
1' EXCAVnTE STDRMWAL4M EIPTI O ARG JO ROUGH ET.EYgTION ANO SPREAD OLIT EXCAVATED TOPSOIL
EVENLY IN A MATIMUM DEPT OF B" IN RUS AREAS PITMAN RIE INDICATED LIMITS OF d5NR8WGE.
a PLACES (TVP.)
3. INSTALL EROSIONCOMROL MEASURES TO STABILIZE POND AREA
4. INSTALL OUTLET
AAAI
BLOO( WALL
5. WHEN SITE A BEEN STABILIZED S B IEMPoRARY SEEDING, CABG ANO CURB AND GUTTER,
BEEN
CIF.W SEDINEM OUT OF WEIIANOS fl45IN AND PREPARE BASIN FOR PLANIIAIG.
FILLW,-`oOC.S. WI+
301,
a
ON RETE
,,P TO INVERT , A6' - 5ECTION B -R
OUTLET CONTROL STRUCTURE
(Nis)
TEMPORARY HORSESHOE ROCK DAM
(NT.S.)
3_t 0¢9 POG nREs N.
TDNOfMRxVP00L T- EHD/.= ea.00
DEv. B2.B2 - PERWWEM L _ i V
Sl e2.B2
A_A . PUN N
AT.
PUNTING
F1F (B ) ElEV. BO.B2-I \ 1 LLv. SHEAF (B Yrv.)
ELEv. 81.57 �ETEy. SB.Bx/ �-E 80.82 61.5]
DETENTION POND SECTION A -A
(N.Ts.)
vc PANE Pvc vwr PIPE `�
M ELBOW
( ) WATER SURFACE
PVC E P
cmk
EIBOw PVC TEE VC PIPE VC
w� r
i PIPE N ASSEMBLY
GOC PVC PIPE PVC �sSEMBLT
RSM AS.uBLr
MNE RPE
END VIEW BOTTOM sURFKE
ISOMETRHC VIEW SIDE VIEW
NOTE: NOP ESTABUSMMENi FOR COMMON AREA ANO
BMP MAHLATEN4GCE REQUIRED PRIOR 1D RECORM1gN
OF FINAL PIAT.
NOTE OUTLET CONTtOL STRHICTURE TO SERVE AS
THE EMERGENCY ITVERROW FOR THE PROPOSED BMP.
NOTE GTX ARE NOT ALLOWED AS A PUNT --
FOR THE WELMO.
NOTE: ALL PIPE PVC SCHEDULE W
TEMPORARY FAIRCLOTH SKIMMER DEWATERING DEVICE
(".T.S )
TEE
6. UPON COMPLETION OF EINE GRADING, CONACT THE TOWN GF W/M£RNLLE PUBLIC WORKS
FOR A BMP INSPECTION PRIOR TD AS -BUILT NAIMA- AND INSTAL[AT OF PUNTS.
EIEV. 62.82
T. INSTALL WETLANDS W, E, TON PER.
B. P£RA6WEM SEED 8ANK5 AND SLOPES OF BERN AND S. ..AREA
TEE WTH CAP
TO cm,.i£b NERAuO GN,<'TW CTIOV HED F
K WV GTS)
1. CLEAR ANO GRUB WE1LW0 AREA
B eP
2. ,,CAVA,, CONSTRUCTED WET(ANOS ARF, TD ltOUGN ELEVATION STOCKPILE So,, W PROPOSED BERN
AFFA
3. INSTALL EROSKMW CO/VTRIX MEASURES iD STABILIZE PoND MFA.
{. INSTALL o"U" STRUC` I
5. WHEN SITE INS BEEN STABILIZED WRN IEAIPolURY SEEDING, CABC AND CURB ANO GUTTER,
CLEM SEDIMENT OUT OF WETLANDS BASIN AND PREPME BASIN FOR PLANING CALL PIR
COUND• PUBLIC UTILITY DEPARTMENT SIORMWATER DEPMIMEM.
6. INSTALL WL]UNAS KGEl - PER SPECIFMADONS WE]UNOS.
]. P£RMW£TVT SEED BANKS AND SLOPES OF BERM AND AREA
B. ADJUST SPAGNG OF LANDSCAPING TREES MD SHRUBS AS REQUIRED TO PRELkNT PLANRNG
WITHIN THE 10' EMERGENCY CRASS SPILLWAY FOR POND.
MAINTENANCE PIAN
FR I uCY _ INCP CION ACTMTI c
AFTER CONSTRU no
- INSPECT AFTER SEVERAL STORM EVENTS FDR BANK STABILITY, KG£TATION GROWTH,
ORNNAGE SYSTEM -TIO TNG, AND STRUCTURAL LNM4GE
SEMI Irv5
-ANNUM
- INSPECT FOR INVAShE LSGETAME qfF SER EROSIO,.
CPOF
ENT,
LEAKAGE OR TREE GROWN LTN THE EMBANKMENT, THE CONdTdM DI RIE RIPRAP IN INE
NIT, ME
INIEI. ROIAHKA M41TiNC IN RTE OUTLET, MD PILOT CHANNELS SEDIMENT ACCUMULATION IN
TNS ROSIN; CLOGGING OIITLEI. MO THE ICOR ANO DENS/lY OF THE VECET RON ON THE
BASIN SIDE SLOPES AND fLOOR. CORRECT OBSERVED PROBLGIS AS NECESSWY.
-NOTE SIGNS OF HYORd.'ARBON BUILWP SUCH AS RWRNG X ON WATER SURFACE
- INSPECT FOR DAMAGE TO THE EM -MEM MO INLET/OUTLET STRUCNRES. REP- AS
NECESSARY.
-MONITOR FOR SEDIME ACCUMULADON IN THE FAGLIIY AND FOREBAY.
-EXAMINE INLET AND OUTLET DENL£S TO ENSURE THEY ARE FREE OF DEBRIS MO ARf
oPEPARONLL.
LRfO IFN T - NMNIE%u - rm,m c
ONE -TWE
-REPLACE WETLAND VEGETATION TD AWIV(N AT LEAST SOX OF SURFACE MG COVERAGE IN
WETAND PLANTS AFTER RIE SECOND GROWING SEASON.
AS NEEDED AWNNTEN4NCE
-REPKR UNDERCUT AREAS EROSION TO BANKS, MD BOTTOM AS REQUIRED. WNERE
PERMITTED BY DIE D£PAR) 1 OF FISH AND GI ATE OR GIHER AGENCY W -LA KINS STOCK
CONSTRUCTED WETLANDS RECULNLY WTM MOSQUITO T, H (G4AwsA SPP.) TO ENFNNCE
NATURAL MOSQUITO MD MIDGE CONTROL
FREQUENT (3 TO 4 TIMES PER YEAR)
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES.
-MOW SLOE SLOPES MD REMOVE GRASS CUPPINGS. REMOVE LT ER AND DEBRIS fROM
BANKS, BASIN BOTTOM, TRASH RACKS. OU U STRUCTURES, MO VANES AS REQUIRED.
ANNUAL MAINTELNNCE (IF NEEDED)
-SUPP(El1ElR WETLAND PUNTS IF A SIGNIFIC4NT PORTION NAVE NOT ESTABLISHED (AT LEAST
SOX OF THE SURFACE ARG).
-REMOVE NUISANCE PUNT SPECIES.
-CLEAN FOREBAY TO AMID ACCUAIULATON IN MAN WE FUNo AREA TO MINIMIZE WHEN RIE
MON WETLAND AREA NEEDS TO BE CLGNED.
-HARVEST PUN SPECIES W VEGETATION BECOMES TOO TIWCK CAUSING FLOW smG w AND
FLOODING NOR£ FREQUENT PLANT HARVESTING MAY BE REQUIRED BY LOOLL WCTOR CONTROL
AGENCIES.
-F EI LAZE NEW VEGETATION ONE DME ONLY. THE OWNER SHALL NOT I-RUZE V£CETAIHNI
AFTER THE MIITNL OCCURRENCE
-MONITOR' SEDIMENT ACCUYUUITONS AND REMOVE SEDIAIEM WHEN THE ACCUMULATED
SEDWEAR MLUME EXCEEDS 10-20X OF INE BASIN MLLME PUNTS ARE 'CHOKED' IFITTI
SEPNE ,, OR THE WETLAND BECOMES EUTROPHIC IT IS SUGGESTED THAT INE ALAIN MG BE
CLGNEp ONE HLLF AT A TINE W AT LEAST ONE CPoWING SEASON IN BETWEEN CLF.WINCS.
RIAS WILL HELP TO PRESERVE THE VEGETATION AND ENABLE THE WETLAND To RECOVER MORE
QUICKLY FROM THE CIX4111W.
SEEDING AND MULCHING SCHEDULE PER ACRE THE KINGS OF SEED AND FEROLIZER, AND RIE
RAi£S OF ARPG AD OF SEED, FER11LIZER, MD LIMESTONE SFWE BE AS STATED DEL W.
DURING PERIODS OF O -LAPPING LNTES RIE KIND OF SEED TO BE USED SHILL BE
DETERMINED BY THE ENGINEER.
UME 2 Tone per gcrx
KILT PIIS
10 .00
0-20 10 LB wr Acre
D-20-1-0 500 lD Acra
STRAW MULCH 2 NNYAC (If1Elt SEEDING)
ASPHALT TACK 20O /TO OF MULCH
Pl1 RY 1 DECEMBER 31
5p{W. TaB Fescue
50B� F.Hili-O BOh'agr0se
40 p
5 OPES 21 AND STEEPER AND WASTE AND BORROW LOCATIONS'
T µT 1 -DECEMBER 31
50
500 FeNRter CeAliped
uNWAeoP.
TEMPORARY SEEUNG
COOL SEASON• PLANTED BEWEEN 15 AUGUST ANO 15 APRIL
120/ RYE CRNA (NO RYE GRT55)
YTARM SEASON' PIAMED BETWEEN 15 APRIL AND 15 AUGUST
fi5/ GERMAN BROWN TOP OR FOX TAIL MILLET
SHEET 3 OF 3
ONO BUFFER AUTHORIZATION PLAN
'STORMWATER WETLAND BASING /2 DETAILS'
3WWn ixllrx.Nrp
$$EE OMi
� 432i` op`
hoR P4 LVA Ontp�
�xxrNxllnuW
Call 72 Hours Before You Dig!
1-800-6324949

TOTAL AREA IN TRACT ........................ 23.557 ACRES
NUMBER OF LOTS CR TED ............................... 57
LINEAR FEET IN STREET ........................... 2,718 L. F.
AREA IN STREET R/W ....... 4,357 ACRES
ZONING CLASSIFICATION . .................... . ... R-10 CU
AREA IN PARKS, RECREATION AREA AND THE LIKE. ...... , - . .0
AVERAGE LOT SIZE. ..... - ............ _ _ ...... 13,132 S.F.
PUBLIC STREET
TYPICAL a '
DRAINAGE EASEMENT
DETAIL
STORM DRAINAGE PIPE DATA
O.C,S.#1 TO
yI ,a , • � - 1 -
- 97LF 30 SWPP W/FES @ 0.84%
CB#1 TO
FES1 -
r '
C8#2 TO
t
44LF 30" RCP @ 0,30%
CB#3 TO
C8#2 -
3OLF 15" RCP @ 0.30%
CB#4 TO
CB#3 -
214LF 30" RCF' @ 0.30%
CB#5 TO
CB#4 -
3OLF 15" RCP @ 1.67%
CB#6 TO
CB#4 -
85LF 30" RCP @ 0.30%
CB#7 TO
CB#6
- 30LF 30" RCP @ 0.30%
CB#8 TO
C8#7
- 295LF 24" RCP @ 0-58%
C6#0 TO
CB#8
- 85LF 1898 RCP @ 1.56%
fig.
CBii 10 TO
STORM DRAINAGE PIPE DATA
O.C,S.#1 TO
FES#2
- 97LF 30 SWPP W/FES @ 0.84%
CB#1 TO
FES1 -
40LF 30" SWPP W/FES @ 0,30%
C8#2 TO
C8#1 -
44LF 30" RCP @ 0,30%
CB#3 TO
C8#2 -
3OLF 15" RCP @ 0.30%
CB#4 TO
CB#3 -
214LF 30" RCF' @ 0.30%
CB#5 TO
CB#4 -
3OLF 15" RCP @ 1.67%
CB#6 TO
CB#4 -
85LF 30" RCP @ 0.30%
CB#7 TO
CB#6
- 30LF 30" RCP @ 0.30%
CB#8 TO
C8#7
- 295LF 24" RCP @ 0-58%
C6#0 TO
CB#8
- 85LF 1898 RCP @ 1.56%
fig.
CBii 10 TO
B gyp,
C# -
44LF 15" RCP 01.30%
r 10
CI3# 1 1
161-F IS- RCP W F"LS @ 0.30%
CB#11 TO
CB#12
- 30LF 15" RCP @ 0.30%
CB#12 TO
FES#10
- 16LF 1" RCP /FES @ 0.30%
CB#14 TO
C8#15
- 40LF 15" RCP @ 1.40%
JB#25 TO
FES#4
- 295LF 30" SWPP W/FES @ 0.10%
O.C.S.#2 TO
JB#25
- 3OLF 30" SWPP @ 0.10%
DI#16 TO
FES#3
- 75LF 30" SWPP"' W/FES @ 0.54%
CB#17 TO
DI#16
- 155LF 30" SWPP @ 0.53%
CB#19 TO
C13#17
- 139LF 2498 RCP @ 0,32%
CB#20 TO
CLT#19
- 249LF 24" FRCP @ 0.30%
IS
CB#22 T
C8#20
240LF 18" RCP <J 0.57%
CB#23 TO
CB#22
- 43LF 15" RCP @ 1,23%
CB#24 TO
CB#23
- 113LF 15" RCP @ 0.79%
CB#21 TO
CB#20
- 42LF 15" RCP C@ 0.31'%
CB#18 TO
CB#17
- 35LF 15'8 RCP @ 0.31 %
8" PVC#1 35LF
@ 2.00%
FORCE MAIN MARKER
8 PVC#2 50LF
@ 1.10%
INV. 61.53
DI#28 TO
FES#8
- 18OLF 18" SWPP W/FES @ 0.12%
DI#27 TO
DI#28 -
258LF 18" SWPP @ 0.12%
8" PVC#3 TO
DI#28
- 45LF 8" PVC @ 3.51%
DI#26 TO
DI#27 ---
280LF 181' SWPP @ 0.12%
FES#7 TO
DI#26
- 67LF 18" SWPP !/FES @ 0.12%
8" PVC#4 TO DI#27
- 40LF 8" PVC @ 3.80%
8" PVC#5 TO DI#26
- 40LF 8" PVC @ 3.75%
8" PVC#6 45LF
@ 1.60%
CB 23
9D
8" PVC#7 45LF @ 0.51%
HCI D 68.11
8" PVC#8 70LF
@ 0.86%
HOD 70,01
8" PVC#9 40LF
@ 0.40%
INV. 65,92
8" PVC# 10
40LF {q
0.50%
FES#5 TO
FES#6
- 72LF 18" RCP W/(2)FES @ 0.30%
INVS, 64.33
PCC =
r-50' mm mc- 0 -
EX. 10'WATERLINE
EASEMENT
EX. 5' PEDESTRIAN
ACCESS EASEMENT
EX. 6" PVC WATERLINE -7
WOODED
f1 R-15 _
TOWN OF
DB 2803, PG 192
641
J
Q v
WOODED
640
R/w
EX. 6" PVC WATERLINE` tr r -EPKN
0,;s 654
EX. (3) 6" GATE VALVES-' rE a
N 437®52'51" E 313.11' (TIE
V SIDEWALK"
EASEMENT
"�- RE GRAi3E . 2�3LF OE'
SHANNON DANIELS-
and
PAULA
.
DB 3415, PC 389
MB 71. PG 191
Call 72 Hours Before You Dig!
1-800-632-4949
1 .
- - 32-
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
PLACED ACCORDING TO THE STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL
JURISDICTION, WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
I
-EXISTING DITCH CSA 0.30 N 75'12'08°° W-'°
3: 1; FP OP6T' SLOPE) 984.55' (TOTAL)
ti3: 1 SACK SLi,1 6x6" 13T IN i E - f'
(3)6' GATE VALVES
l 6'x8'x22" f �
CLASS B .G,_j8
( STONE APRON
t TONS AG ICI
__S TO BE LOCATED ( THIS PIPE)
r PAVEMENT L
AI
MATCH G E` / 67.8
� 67.50
8`x6'x22"-_f/ 4
£ n S!: P ` G c 67.4'
5 TONS
( .° THIS PIPE)
INV. 65,08
EX. 15' RC
INV. 65.19
STORM DRAINAGE 7­1rr*%TJRE DATA
1
O.C.S..0
EASEMENT NOTES
FES#j
1. WATER MAINS AND SERVICES HAVE 10'
UTILITY EASEMENTS
CENTERED
ON LINES AS INSTALLED.
HO D 66.37
2. SANITARY
SEWER SERVICE LINES HAVE
A 20' UTILITY EASEMENTS
CEINTERED
ON SERVICE LIME AS INSTALLED,
THICK E 3
. ~/j N! 4 hp`yV
?ABYt 1.n414
C.` `� f k{h[[pp��i- 1 C. �" 1-
E IJInCf4} } 1-HAN i.l
[---"E-FP'HI V h r; Z 8 I"I-II.-.STV
!t1 t_ n LTJ J -
F4C°i'.� A>( N -C
�...f-YJ E..,v, Eati,
CEI'.I C E hi Sr -t.. FF" N
�bwYu(i.-.s D ..6J� ���._s� LINE
E [.
r .� .,�iA�.�.X.._L).
As INS
4SANI ARE
3'E 'd'YE_R MAINS 6'-15' DEE-EP
H'I'VE_ 1A. 30' UTILi
EASEMENT
CENTERED ON SEWER LINE
AS INSTALLED.
5. SANITARY
SEWER MAINS GREATER THAN 15' DEEP HAVE A 40'
EASEMENT
CENTERED ON SEWER LINE
AS INSTALLED.
Call 72 Hours Before You Dig!
1-800-632-4949
1 .
- - 32-
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
PLACED ACCORDING TO THE STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL
JURISDICTION, WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
I
-EXISTING DITCH CSA 0.30 N 75'12'08°° W-'°
3: 1; FP OP6T' SLOPE) 984.55' (TOTAL)
ti3: 1 SACK SLi,1 6x6" 13T IN i E - f'
(3)6' GATE VALVES
l 6'x8'x22" f �
CLASS B .G,_j8
( STONE APRON
t TONS AG ICI
__S TO BE LOCATED ( THIS PIPE)
r PAVEMENT L
AI
MATCH G E` / 67.8
� 67.50
8`x6'x22"-_f/ 4
£ n S!: P ` G c 67.4'
5 TONS
( .° THIS PIPE)
INV. 65,08
EX. 15' RC
INV. 65.19
STORM DRAINAGE 7­1rr*%TJRE DATA
1
O.C.S..0
S#2
FES#j
1
TOP 6 0
INV. 56.85
INV. 59.75
HO D 66.37
INV. 59.71
51.91'
L5
L6
INV. 59.68
L
THICK E 3
�ENOP
52.39'
D
66.66
51.30'
HOOD 66.25
INV. 63.55
INV. 60.65
(30- RCP)
60.01 (30'
RCP}
INV. 63.68
(15 RCP
M.
INV. 63.
15' RCP)
S 80'11'20' W
S 82'08'02' W
S 85°2533" W
48.90'
48.67'
.32'
ILIOD66.86
HO CM
HC D67 3U
L18
L19
INV. 64.16
INV. IN 62.49
INV. 62.58
N 82'17'05" W
.41'
INV. OUT 60.91
N 79'14'27" W
46.56'
L22
L23
N 76'40'53' W
N 75'45'20°° W
69.39
-
HO D 68.30
HOD 69.03
I iO D
HO D167.61
INV. 64.29
INV. 65.62
INV. 66.19
INV. 64.91
FES#9
CB12
810
S
INV. 64.98
HO D 67.61
INV. 64.75
INV. 66.35
EDGE OF PAVEMENT
INV. 64.82
EXISTING PARKER KALON NAIL
ERRS=
I A2TE 70x69 V A
71.05
26
Z. �r �t1
INV. 66.57
%3 PVC) INV, 68,413:1` PVC)IFdV.
18'° SWPP) INV. 66.88 18" S P)
Air` 7c1.841
ta�.Z�
FINISHED FLOOR ELEVATION
S
JB 5
0.C.S. 2
INV. 67.30
INV. 61,20
RL 65.60
TOP 6 .00
FORCE MAIN MARKER
F/O =
INV. 61.50
INV. 61.53
S
DI 16
CEI 17 /1" ICK STEEL PLATE)
HO D 6
LNV. 61.57
G ATE 65.78
INV. 62,00
.84
INV. 62.82 30' SWPP & 24' RCP)
HOSE BIB
ICV =
INV. 64.03 15°° RCP)
CB 18
C891
C8 20
68.02
JUNCTION BOX
HO D 66.84
INV, 64,14
HO D 67.27
INV, 63.26INV.
HO D
64.01 18" & 24" RCP)
�(15"
LANDSCAPED AREA
MB =
M. 64.78 RCP)
CB21
CB 22
CB 23
9D
CB 24
HCI D 68.11
HO D 68.86
H069.12
HOD 70,01
INV[[. 64.91
INV. 65.39
INV. 65,92
INV. 68.81
a
OUTLET CONTROL STRUCTURE
OUR =
OVERHEAD UTILITY POLE
INV, 64,56
INVS, 64.33
PCC =
POINT OF CONCAVE CURVATURE
m
0I
o
-'" -
\ (48}
47 49 }
�- 50
46
45 ) (51
LINE TABLE
COURSE
BEARING
DISTANCE
L1
2
::RF
L3
S 12@33'42' E
S 12'4544" E
S 13'20'14' E
30.968
50.26'
51.42'
L4
S 13®29'29' E
51.91'
L5
L6
S 13®54'53" E
S 14T7825' E
49.50'
52.53'
L7
S 141216' E
52.39'
L8
S 14"02'02°8 E
51.30'
L10
S 14'16'16' E
23.12'
L11
S 3135'52" W
90.88'
L13
S 7750'06" W
49.06'
L14
L15
L16
S 80'11'20' W
S 82'08'02' W
S 85°2533" W
48.90'
48.67'
.32'
L17
S 88 36'59 W
48.39'
L18
L19
N 882836 W
N 85-26'29` W
48.45
48.42'
L20
N 82'17'05" W
.41'
L21
N 79'14'27" W
46.56'
L22
L23
N 76'40'53' W
N 75'45'20°° W
49.09'
49.60'
44) 4 (52} t.
--)
r 42 '41
61
`�
_ (62)60 c
C `� ( u
% ( 40 } r �- \ g } i Enrrronr EX. DRY111 --0
RESIDENTIAL - C ( }
� ` ;S s✓ ' .r
,rur��( P!I� IC) 0 R
�R-10 CUD 58} 64}
39)
I DRNE
I.t tiBROQFIELD {57} �� I
(70) /B CIIGPi
SECTION 2
365 8} M 80, PG's 157-155 (56)\ RESIDENTIAL
B t I
-,R-10 CUD') 11;1 _`
( 55 }� I _ EX.15" RCP t
6g ER w
37 } ,/( } �RQ(�KFIEG�Ex. Cg �tj( ��LX P a II��
x. C8
/ ( 54 } SECTION 1
/ �v B 7 8, DC 55 � k i t SINGLE-F'A SINGLE-FAMILY
_ I Sa ( -
C K 36 } I (72 ) Ex. 15" Rc, (v }�/%/ 0 SnAR
_ 66! �F
P RKER KALON NAIL \ \ % \\ / (53 } - (- } I 67 //, / +
/ - - I 74 E sIDFWAI K (TYP.I l �zz 1 I { } / / / 1 1
7
CCT IRO F9 R41C4dCAiT
SIUNL AFKUN (3:1 BACK SLOPE)
ON DITCH SLOPE
d �" Lm( vg�KK�
�i rUR RoAD
'
FIRESSINGLE-FAMILY®
C73 }
EASEMENT
4°x4°X22'
r,6 °`�jrQ(j�
I UTP t
(60' R/W 32' B/B PUBLIC
�' CLASS B GNfigR
STONE APRONe
4
) /DAWN
�1
- - ON DITCH
BRANCH/STAMFORD
SLOPE
COURT
4'x4'x22' STONE
CLASS B ON DITCI
STONE APRON
-
ELECTRICAL EASEMENT
i' BUFFER AND
(MB 74, PG 69)
NON -ACCESS
62 22 EASEMENT
KING and, /
(60' R/W 32' B/B PUBLIC
ON DITCH SLOPE
TRUST MAY 19 2015
CYNTHIA /
WOODED
WOODED
DB 3331, PG 804
MB 46, PC 50
BROWN ETAL�
ESTATE FILE 2017, PC 451
- -- -
-
r'_--1
CMP =
MBAR
45,45, PC 50
_ -- -
CLEAN OUT
CONC=
CONCRETE
CPP =
1
HILDA STOKESTRUST
DI =
DROP INLET
MAY I 9 2015
MCGLOHON
S S �
DOWNSPOUT
DB 3331, PG 804
DB 3033, PG 109
MB 594, PG 615
-
EXISTING CONCRETE MONUMENT
MB 46, PG 50
EXISTING IRON AXLE
�~
EXISTING IRON PIPE
SHOULDER--�
EXISTING IRON STAKE
EX. GAS MAIN TO
BE LOWERED BY
GUC IF NECESSARY.
EP MATCH GRADE
69.34
PROPOSED TURN LANE
PAVEMENT SECTION
(6" CABC
3" 1-19.08
1.588 S -9.5B)
ROLANKA
- SIDEWALK
MA NG
EASEMENT
24' RCP
AGRICULTURAL
INV: 57.37
--
SIGN X ROADS
1
EP
- - �
ES2
KAREN HARRISKLINGLER
61 9
ELECTRICAL EASEMENT
i' BUFFER AND
(MB 74, PG 69)
NON -ACCESS
62 22 EASEMENT
DB 3536, PG 6
EPMB
45, PG 156
INV. 60.93
CATCH BASIN
X. 15" RCP
CENTERLINE DITCH
t INV. 61.14
CENTERLINE PATH
7f}.5 I..10 7.6 � to 1-S1�lA
4 0r. _71.08 Tg
® cL 70.72 i 1 12.5
}
69.4 EP S Afl E 2
CLD ---- 71.60 FES#7
EP t� INV. 67.31 KARL WES
# UTP . 18' RCP LE #1
r/ 6'x8'x22' INV. 67.43 EBERRY COURT MCLAMORN JR. and,
CLASS B
STONE APRON EXISTING POND TO BE DRAINED. 60' R/ 328 B/B DERR PUBLIC)ALLEN ETAL
5 TONS MUCKED OUT AND FILLED WITH SELECT
ESTATE FILE 2003, PG 691
BACKFILL AT 95% COMPACTION AGRICULTURAL
WALBROOK COURT 1�1_____11 1
I AR
60' R/W 32' B/B PUBLIC) `- --_
AGRICULTURAL TRUST MAY 19 2015
�® A A ~`� DB 3331, PG 804
MB 46, PG 50
DB 346, PG 173
MB 34, PG 74
3:1 (BACK)
RE -GRADED ROAD -SIDE DITCH CROSS-SECTION(A-1
U:';.:r;.E, AM#
1, MICHAEL WEST BALDWIN, CERTIFY THAT THE BOUNDARY SURVEY, TOPOGRAPHICAL SURVEY, AND
HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON WERE COMPLETED UNDER MY DIRECT
APPLICABLE;RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN (SEE REFERENCES) OR FROM INFORMATION FOUND IN MAP BOOK
3573, PAGE ___522 , OR AS REFERENCED HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK -5-1, PAGE -1-02-, OR AS
REFERENCED HEREON: THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 10 0-00 ; THAT ALL
INTERIOR LOT LINES SHOWN ARE PROPOSED AND SHALL NOT BE USED FOR THE CONVEYANCE
OF PROPERTY; THAT THE TOPOGRAPHIC SURVEY WAS PERFORMED TO MEET FEDERAL GEOGRAPHIC
DATA COMMITTEE STANDARDS AS
09/18/17 - THAT THE SURVEY WAS COMPLETED ON THAT THE CONTOURS
SHOWN AS BR6KEN LINES MAY NOT MEET THE STATED STANDARD; THAT VERTICAL CONTROL WAS
ESTABLISHED AT THE SITE TO THE CLASS "A" STANDARD; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE "STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA"
l�N ttGltAt4r frrrC��r�
e��e �}`�, aaaaa�a5�B8Cgg �B� 'pr Y✓'/"®i
SEAL. �
r
L-3082 w
SHEET 1 OF 3 - DWQ BUFFER AUTHORIZATION PLAN
"COMPOSITE MAP"
SHEET 2 OF 3 - DWQ BUFFER AUTHORIZATION PLAN
"STORMWATER WETLAND BASIN #1 DETAILS"
SHEET 3 OF 3 - DWQ BUFFER AUTHORIZATION PLAN
"STORMWATER WETLAND BASIN #2 DETAILS"
DBL MAGNOLIA
-EX. ASPHALT DRIVE
--INV. 61.97
UIP
18" RCP
KN LOCA AT THE � INTERSECTION
OF TAR ROAD (NCSR 1700) AND
LAURIE ELLIS ROAD (NCSR 1713)
`'`--4'x4'x22'
?1 CLASS B
STONE APRON
ON DITCH SLOPE AGRICULTURAL,
3 15
,p
AR
MARY F. MELLON
DB 2925, PG 652
MB 45, PG 156
ABS =
- SIDEWALK
BB =
EASEMENT
,i-5'
WIDE CONC.
BC =
SIDEWALK (TYP.)
64.00
BASE FLOOD ELEVATION
EP
BUILDING CORNER
64.E
X. 20'
BMP =
ELECTRICAL EASEMENT
BO =
(MB 74, PG 69)
BSP =
BACTERIOLOGICAL SAMPLING POINT
E>�E.
62
illip
CATCH BASIN
CLD =
CENTERLINE DITCH
DBL MAGNOLIA
-EX. ASPHALT DRIVE
--INV. 61.97
UIP
18" RCP
KN LOCA AT THE � INTERSECTION
OF TAR ROAD (NCSR 1700) AND
LAURIE ELLIS ROAD (NCSR 1713)
`'`--4'x4'x22'
?1 CLASS B
STONE APRON
ON DITCH SLOPE AGRICULTURAL,
3 15
,p
AR
MARY F. MELLON
DB 2925, PG 652
MB 45, PG 156
ABS =
ACRYLONITRILE -BUTADIENE -STYRENE
BB =
BOTTOM OF BANK
B/B =
BACK OF CURB TO BACK OF CURB
BC =
BACK OF CURB
BFE =
BASE FLOOD ELEVATION
BLD =
BUILDING CORNER
BM =
BENCH MARK
BMP =
BEST MANAGEMENT PRACTICE
BO =
BLOW OFF
BSP =
BACTERIOLOGICAL SAMPLING POINT
CATV =
CABLE TELEVISION BOX
CB =
CATCH BASIN
CLD =
CENTERLINE DITCH
CLP =
CENTERLINE PATH
CLR =
CENTERLINE ROAD
CMP =
CORRUGATED METAL PIPE
CO =
CLEAN OUT
CONC=
CONCRETE
CPP =
CORRUGATED PLASTIC PIPE
DI =
DROP INLET
DIP =
DUCTILE IRON PIPE
DS =
DOWNSPOUT
DW =
DRIVEWAY
ECM =
EXISTING CONCRETE MONUMENT
EIA =
EXISTING IRON AXLE
EIP =
EXISTING IRON PIPE
EIS =
EXISTING IRON STAKE
ELEC=
ELECTRICAL
ECP =
ELECTRICAL CONDUIT PIPE
ELM =
ELECTRIC METER BOX
ELMH=
ELECTRIC MANHOLE
EP =
EDGE OF PAVEMENT
EPKN=
EXISTING PARKER KALON NAIL
ERRS=
EXISTING RAILROAD SPIKE
ESCP=
EXTRA STRENGTH CONCRETE PIPE
FES =
FLARED END SECTION
FFE =
FINISHED FLOOR ELEVATION
FH =
FIRE HYDRANT
FIRM =
FLOOD INSURANCE RATE MAP
FM =
FORCE MAIN
FMM =
FORCE MAIN MARKER
F/O =
FIBER OPTIC MARKER
GM =
GAS METER
GV =
GAS VALVE
GUY =
GUY WIRE
HB =
HOSE BIB
ICV =
IRRIGATION CONTROL VALVE
INV =
INVERT
JB =
JUNCTION BOX
LP =
LIGHT POLE
LSA =
LANDSCAPED AREA
MB =
MAIL BOX
MBL =
MINIMUM BUILDING LINE
MH =
MANHOLE
MHW =
MEAN HIGH WATER
MP =
METAL PIPE
MW =
MONITORING WELL
NTS =
NOT TO SCALE
OCS =
OUTLET CONTROL STRUCTURE
OUR =
OVERHEAD UTILITY POLE
PC =
POINT OF CURVATURE
PCC =
POINT OF CONCAVE CURVATURE
PRC =
POINT OF REVERSE CURVATURE
PIV =
POST INDICATOR VALVE
PT
POINT OF TANGENCY
PVC =
POLYVINYL CHLORIDE
PH =
PUMP HOUSE
R -=
RADIUS
BOB =
I EINFORCED CONCRETE PIPE
R/W =
RIGHT-OF-WAY
SIP =
SET IRON PIPE
SPKN=
SET PARKER KALON NAIL
SRRS=
SET RAILROAD SPIKE
SS =
SEWER SERVICE
SSMH=
SANITARY SEWER MANHOLE
STMH=
STORM SEWER MANHOLE
SW =
SIDEWALK
SWHDPE= SMOOTH WALL HDPE
SWPP=
SMOOTH WALL PLASTIC PIPE
TB =
TOP OF BANK (TORO ONLY)
TBK =
TOP OF BLOCK
TO =
TOP OF CURB
TCONC= TOP OF CONCRETE
TG =
TOP OF GRAVEL
TLMH=
TELEPHONE MANHOLE
TP =
TOP OF PAVEMENT
TSW =
TOP OF SIDEWALK
TLMH=
TELEPHONE MH
TRIED =
TELEPHONE PEDESTAL
TRANS= ELECTRICAL TRANSFORMER
TSP =
TRAFFIC SIGNAL. SUPPORT POLE
TSB =
TRAFFIC SIGNAL BOX
UTP =
UTILITY POLE
VG =
VALLEY GUTTER
WDL =
WOODSLINE
WM =
WATER MFTFR BOX
WP =
WLI LAND POIN I
WATER VALVE
--N,r-- =
NOT TO SCALE
61 =
CLASS "B" STONE APRON
=
CONSTRUCTION ENTRANCE/EXIT
EXISTING OVERHEAD UTILITIES
- s -
= EXISTING SANITARY S ER LINE
-w---
= EXISTING WATER LINE
u--
= LIMITS OF CONSTRUCTION
-x-=
SILT FENCE
= DRAINAGE EASEMENT
= RIPARIAN BUFFER
= SIGHT TRIANGLE
= SIGN EASEMENT
= CONCRETE LINED DITCH
:r
= ZONING CLASSIFICATION
M = AREA TO BE DEMOLISHED
F_ --------------------I .
NOTE: ALL DRAINAGE STRUC 11.1I-;E_S SHALL BE TRAFFIC I
!r
I r"�r-E L.1 �rE I o-? iJ d- ��s C. I
• ,
GRAPHIC SCALE: I' = 100'
SHEET 1 OF 3
DWQ BUFFER AUTHORIZATION PARCEL #25766
ITF TAX MAI' #4674 97 727,
BROOKFIELD
SECTION 4
REFERENCE: DEED BOOK 3573, PAGE 522
��ttttsllrrrrrrrrr
OF THE PITT COUNTY REGISTER OF DEEDS
C A
aaaaaaaeWseaear, <a�
WINTERVILLE TOWNSHIP,
®
d
OWNER: COOPER ISLAND L T, LLC
=_ SEAL
9
® 43249
ADDRESS: PO BOX 606
GREENVILLE, NC 27835
®��
PHO E. [phone]
ZZ�®®' �eeflflasCd
� �
mommommomm
'1111111110\
LICENSES
Baldwin C-3498 SURVEYED: BW APPROVED: MWB/IP
CHECK BOUNDARY
DRAWN: MAH DATE: 12/03/18
Consultants,CLOSURE
ENGINEERING - SU NG - PLANNING
CHECKED: MAH DATE: 01/08/2018
1700-D EAST ARLINGTON BOULEVARD CHECKED: MWB/IP SCALE: 1 " = 100'
GREENVILLE. NC 27858 252.756,1390

I.,
I
Mp "?
>
z
m
:<
>
>
to U) 'o
(or-
0
m C
�j r– >
Un 9
=J
G-)
>
Fh,
Ca C�
>
<
> m
0
z
O�
Z C)
> CZ
m0
z
C ') z
m
-
z
U,F4 Ln
M
M
N
M
r
m
>
Fri
0
cJ
0
CO
V)
>
z
ry
0
Lo
21m
00
00
Gi
C:
M 0
cn
M
>
0
L4
0
z0
L4
0
0
gi4
m
Fri
0
W,
's
Ln
cn
r-
>
-V
x U)
4, ---j
<
ar
C)
ZID
<
m
m
z
z>
(A
M
>4
rri
X
0
z
m
U)
3:
0
--I z
T -
m
0
z
C-)
<
0
0 z
< -11
m,U
7a C)
71 r-
7,
0 cr,
c
tii
CD
;u
<
Cf
M
U) C:
T >
m
Z
m >
r- Z
m
<
Z z
. �- f mm>
CTI
>
<r-
70 0
m
>
>
cs
I > 0
rn
I ILI
Z
71 M
m mei
<
>
C o"- C) o
0 k 0
ii
>
>
m <r -
r
>cn
0 4 -------
0f–
() Cl) 0z
TI K
71 m
EK.. K''
>>
r- i> >
m
z m
>C/)
Naz C) gY
m
M U)
M
c: m
�5 z
m
--q
C)
0
0
00
m z
M >
C)
0
z
F)
0
K:
Eq
70
C)
m
I
(3)
0
I
0
K
U)
m
<> Z n �,
M >
M m (A 0
_0
9:
co 9
m
-0 >
<
>
rTj cn
M
00
I
11
00 - -----
0
>O Co
>
F—v M, m
>
z
m
:<
>
>
to U) 'o
(or-
0
m C
�j r– >
Un 9
=J
G-)
>
Fh,
Ca C�
>
<
> m
0
z
O�
Z C)
> CZ
() Cl) 0z
TI K
71 m
EK.. K''
>>
r- i> >
m
z m
>C/)
Naz C) gY
m
M U)
M
c: m
�5 z
m
--q
C)
0
0
00
m z
M >
C)
0
z
F)
0
K:
Eq
70
C)
m
I
(3)
0
I
0
K
U)
m
<> Z n �,
M >
M m (A 0
_0
9:
co 9
m
-0 >
<
>
rTj cn
M
00
I
11
00 - -----
0
>O Co
>
F—v M, m
m
O
m
I
MY
rl
OD
r- >
<
r-
z V) 0
cr)
0
$ C) �
> L,
G-)
>
MO
>
co
0
>0
O�
>
> CZ
m0
z
C ') z
m
-
z
U,F4 Ln
M
M
N
M
r
m
>
Fri
0
cJ
0
CO
V)
>
z
ry
0
Lo
21m
00
00
Gi
C:
M 0
cn
M
>
0
L4
0
z0
L4
0
0
gi4
m
Fri
0
W,
's
Ln
cn
r-
>
-V
x U)
4, ---j
<
C)
ZID
<
m
m
z
z>
(A
M
>4
rri
X
0
z
m
U)
3:
0
m
M
0
0
>
00
C)
0—
M
IE
U
X
0
0
--1
0
n
m
C) Ti
r-
m
= >
m 70
<
U)T
i
u 0
0
z
0
>
m
M
(A
a:
m
z
rn
m
O
m
I
MY
rl
T < z
C')
r- M
m
10
I
I
Cj X
:<
Ln rr)
'o
:-A
C'n
0
Q cc 0
. 4 4
(A
OD
r- >
<
r-
z V) 0
cr)
a
$ C) �
> L,
G-)
>
MO
>
co
r-
>0
O�
>
> CZ
m0
0
C ') z
m
-
z
U,F4 Ln
M
M
N
M
r
m
>
Fri
0
0
CO
V)
>
z
>
0
21m
00
m
Gi
M 0
cn
M
>
0
L4
0
z0
L4
0
0
m
r
z
Ln
cn
T < z
C')
r- M
m
10
I
I
Cj X
:<
Ln rr)
'o
:-A
C'n
0
Q cc 0
. 4 4
(A
OD
r- >
<
r-
z V) 0
cr)
a
$ C) �
> L,
G-)
>
MO
>
co
r-
>0
0
>
> CZ
m0
C)
PK
C ') z
m
-
co
U,F4 Ln
M
M
N
M
r
m
>
Fri
0
0
CO
>
z
>
m
Gi
M 0
M
>
0
M
m
0
00 0
4 -
7�7>
> 1
3! � 00
r- >
<
r-
z V) 0
>
Z
a
M
M
z
MO
>
co
>
>0
U)
C-)
. M
m0
>--q
0
co
00
Fri
0
>
m z G)
>
co
>
M0!�
m
z >
(7)
;u
MO
>
m
A
> Z
(n C
m --q
r,,! 6)
m
X
r I
C-)
. M
po :-A m cn $ C,4 p 00 00 CD Ln L4 NW>
.� Ln Ln -,j - Go -,- C,, S4Ln C- > w 0 — r- QD co �o U) C) -_-i C-) co 0) 1-- -_q '21 1 U, I > co I U� -ti I :t�- Co p co �D > -9 c:
ul m 000u>r- 00 --1 1 OR (z rn cz r- rn rri C) r �U C) �70 C� Ln Z X 1; --1 F m :,�u :� X -�) �� --,, (z C) -;E ]�� Z> Q C) (,I :z -Tj :�o C) f\) C-) -'D Qz co :t��
> (n I �U (J) Z rT, rr, r > (z) -�) r- :t r- -j
0 OX ri Z M m m -rq C) Q) C) M — r -TI 0 DTI nEl Fz r, Q3 C) Do Z �z
0 -0 oz*z -0 0�4� c M>C)— j C: rri (j) -0 Lo -0 r7l iz -u r- r -n
> :70 --1 tcl, Z�) z: Cn (n ril
C: m ril — rl, i�j �u c) fri -tq
70 Zti-- - - C) 00 o
�'o Z (.() :� :z �z -�z C: > r'l p . ZI M
- --#= >m ;qjz > >*I 0 ril -ri c) 7�0 iz S, Lo -rj rtl rtl >
r 0 r-. - -1 -0 > M M )tS. rIl- I. z
M m Fri m ---j Lo -u
m (A Z z rn On z C) r', Z Z Z rtl r- r
Qz Z Q --i I. r
cn > z (.j Z rri (-)
-ri I- r- C/) r C) 11 Uj
ZE
r- -Ti c) -Tl ---4 -< -< b rr, r
oo rl) Z -rj -rl -TIh Cr CJ A
rTi rtl j� -7-d M c) 0 7- Q: �) cf) 0 r7
(D (D cD Cl C) rll t (,j
m p -< Wtj Ca CJ
-1 C: 03 C)
M rrl )--, - r" "o C) r --i C) r-,, rT, z ::E -) (�) 1� Ell
> z z > -rTl ��j ZZ C,�) f'rj �,j QD rt, z :z
C) Q I
70 rr, C-)
D :, =— i C rr, z Q 3� -i -
m (D (D 2jw E > aj z :z (Z) C) :�u 00 Z: Q) --I rrl r- :z
U) m
QD 71,
z c) m -6 -1 C) rz) --j -Ti cn
-,rl -Ti Z) P, ril :56 r-rl A rn co C) r - r-, I t
0 00 w 0 > lr,+- -N 0-a -go a: C) jZ r- r (Zi C) - I' - Z
> (D C) (D (D r1l �t co C) "p
z x 2� M 0 (D (D CO MZ 0 Z C,) Ell :z Q)
m 'ri ( 'ad C'n C) :-zE c) iz, rTl m 1"
rri q �3 t �-a m;u z :�-o r- -q ;z,- '-K
M � -I DL() 00 M r1i --i Q z�� m rr, :,z- (1) 5;: ul rt-, cz- --,, :,-a c)
> , 0- CL C(, CTI
g (D (D = M (D Q (D c M Z --< :Z� Z C) C() (Z� r c
rr, > rr, C)
-TI co Y. §Z.) rd ri z -0 F, i r `21 s,
C) - 'r, % ( - -3 -) (/) Z) :�u
b Ca C3
Z Fl Q 4 Up (/) ::�
(D K co K: rrl (z) 4� FTI* C/) r k o U) :z -To o i
z Z� rr, z z Z Tj z (:�� �d '-'l' :Z �E
a] 6 (Z3 ,< m -q 0 C) -n c: (5 rri �o 7 w Di 2 :-o
co rrl -rl [TI --i Zo Q) R z m Q Qq -�j Yl
z z m m m -t) ZE N� 7) r-rl rr, Z rl Zj N Cr5 ---1 Q)
C) i -ri rtl Z� m iZ 11 rTl -rl, S� ,
C) C) r1l I. C/) �u Z� �o rl z rm C) 340
N) -T r m -4 21 -0 C) "i N -0 ;;o -,I
4 U) rQ fQ (A r 50 (J)
0 1 r C) r- 1 0 C) fir" rq '�D r1l z
0 Ob :�f - 0 > bo S;. �p Q) >
5 m c') > rn c) (5 1., C) 0
Z In Q
m (A m S-,cJ
m �n k) 19 rn z C)
Z -.0 ul �Tj �b "n r1l z c �o z R, r- ZD i IZ) U) 01 rr, Cf) �6 Q,
-) z rrl ,
0 < t -u Q z Qj U -) ('�
0 -< :5 Z� Z �z Q < Q, Q) tlCarT, i�) V) V)
a ozr- --i , Z 5�. -,,1 50 C)
CA Cr r U; -u --Z, C/) rTl — m :70 r-11 �Z) -r� -o rrj::�� Co rr, u _rl C/� Z�j
> Cf) '-< �: z m zz pt �-z r-9 I rl CTJ , i --i z Z
> -To -TI > rrl
U) 19
-0 -0 u
-tj (/) C) > Q --1 -4, — �z (/) ---i (/) -q
(T) z M-0 rl CJ3 — C-) C) m C) x ril -0 --4 0 i�� 17) > z
0 (D U ITI r -q -a r- 7 z� C) 'll -Z rT, :� z Q 5) �j :A -u M
-Z b. rrl < Z -u Ln - -
rm �l N �T -oo --i
- I Z C) Q > > rT, I Tj r-rl r- --I
> m �2,p C) I - t3 (-, 1, C) C) C) rl
o 70
ice( m Ol m Q r-ri > (n
(A -C�, ''I r — - 6 0 (/) �a (Z) — _TJ U)
-Ti Z->-> -1 > C) -i rte -i°) Q) C) uj 00 -ri
*> �z Q) rri --i m Ell (Z) CZ)
z (A z C) zi m m•
(�) 0- --, (/) 3�- rTl F- r 'TI --j (J) rz) C) N
> (S r
,71 M Cl) OMI > rTi r 70 rtl Z, irl U) --Tj -70 Z Ul , r PI Rj r -
x — — -< E m --i Co C) rTl r- Q --Tj L) I -t
-Ij rn Cj rri '-'Tl CA 7t (J) r� Q rt, --i
cr) 0) (J) Ell pr' N jl c-) r33 rl
-TIM(D 0 (D 1,. ---43 'R, 2 r
:b. �yq C) (7) U) rrl CD :�o r1i C) rIl rm -z-i UI -D. %J)
nl* r- d N -,j cii 50 -
�;u CD �z -ni N it �D �2
cfl Un m
rIl -11 00 Z
> > > > dry
-Ti Qj :Z:z Q ti 0� r-rl r- CZ
c)C7 r
z C: cn uj ttn) C) lz�
--j C-) �z :-� Q (Z :�! :� I. r -TI
0 U 51 Z� u) -u rri :Z r -q, tliI 1 -TJ r -
M t Z r1i z- Cl) C) Q)
r
C: �o 0
r- C) M rr, cr, - , �:
= :70 (- ---T I r- r.11 :-9 Q "I ,,, \,—::) 0 Z - >
FrI --i QD "I, , Q) Z: r-
03 -) Z) Q (J) �z rn I Tj 2�2, 1� N V)
F 0 � c r 0
F- > --q �, r (�) - 0 r- N) rr,
0 Cl� r Z Prl < QZ)
M Z C) rr, r cz rij
> 1. - G) U) �z --I r- c
z Z-1 03 Q) -Z -- �u r- )i: 0
70 Q rTl -Tj �q Z ---J C) -.4 (J) r1i
r � �) (J) 5Z (5) CZ) r -
z C/) r -q cj z
Z�
ZD C) C/) i�z VZ) Z uj
C) C) i U) _rr, C/) 1� r1l
r-rl r-
r-ri, t�j N -'D
C) ri C/) QD N) -C) rrl
00 Q) ::o --j IFA) -11 ---1 r -r' rn r
r-li S Z z
15 C) ---, -Ti, (), -,,
c) ui C� co -,I -Z TI U) c) 1� 0 C)
0 (/j �Z) N c) E� r C'n
1 rl Tj r- -u
--4 _n
Cf)
>
C_- (J) 00 ZE
> r- �� U) -rl r 0
c) z rl, cz
P Q) 0 -4 zE --I )&
ZZ) r'l C� rn :1� -i -zI
cz Ci r -,l ::d C') )N!
0 C)
cn -Tj r -
P,
0 i�j rll -11 Q
z
rd
gcad b Ac :3E rri (,j r
(J) :t� _r,
:z 0 �d �, -q -
co ;_�E co c) U) Ln
rr
"I IZ Q)
rri C) rq rr-- i --1 50
ZD
-'IrTl:z C)
Q I t„ bQJ C) Cz U) Ir7) rIl
QD Q)
(,o --i A, :-zE
r7Air a,�l z Qca C/) ---i :Z ::6 �o C) —t Q C)
Fll :1�� r- cz �,j (j, ---i
rri N C) -T,3
r.-ri rl) iI � r- 0 r -q CQ
r r7l m -Tj
C) , til rrl
Qj 8 r1l Di �� C)
IT
Zt -C')
�o cl) —
rl C)
rT
�p -<
Q
C3 r1l
N)
Q)
rri
rri
co
C)
rIl
>
0
>
0 z 1113
m Fj �p
M 4
> 0
z -4
0
po :-A m cn $ C,4 p 00 00 CD Ln L4 NW>
.� Ln Ln -,j - Go -,- C,, S4Ln C- > w 0 — r- QD co �o U) C) -_-i C-) co 0) 1-- -_q '21 1 U, I > co I U� -ti I :t�- Co p co �D > -9 c:
ul m 000u>r- 00 --1 1 OR (z rn cz r- rn rri C) r �U C) �70 C� Ln Z X 1; --1 F m :,�u :� X -�) �� --,, (z C) -;E ]�� Z> Q C) (,I :z -Tj :�o C) f\) C-) -'D Qz co :t��
> (n I �U (J) Z rT, rr, r > (z) -�) r- :t r- -j
0 OX ri Z M m m -rq C) Q) C) M — r -TI 0 DTI nEl Fz r, Q3 C) Do Z �z
0 -0 oz*z -0 0�4� c M>C)— j C: rri (j) -0 Lo -0 r7l iz -u r- r -n
> :70 --1 tcl, Z�) z: Cn (n ril
C: m ril — rl, i�j �u c) fri -tq
70 Zti-- - - C) 00 o
�'o Z (.() :� :z �z -�z C: > r'l p . ZI M
- --#= >m ;qjz > >*I 0 ril -ri c) 7�0 iz S, Lo -rj rtl rtl >
r 0 r-. - -1 -0 > M M )tS. rIl- I. z
M m Fri m ---j Lo -u
m (A Z z rn On z C) r', Z Z Z rtl r- r
Qz Z Q --i I. r
cn > z (.j Z rri (-)
-ri I- r- C/) r C) 11 Uj
ZE
r- -Ti c) -Tl ---4 -< -< b rr, r
oo rl) Z -rj -rl -TIh Cr CJ A
rTi rtl j� -7-d M c) 0 7- Q: �) cf) 0 r7
(D (D cD Cl C) rll t (,j
m p -< Wtj Ca CJ
-1 C: 03 C)
M rrl )--, - r" "o C) r --i C) r-,, rT, z ::E -) (�) 1� Ell
> z z > -rTl ��j ZZ C,�) f'rj �,j QD rt, z :z
C) Q I
70 rr, C-)
D :, =— i C rr, z Q 3� -i -
m (D (D 2jw E > aj z :z (Z) C) :�u 00 Z: Q) --I rrl r- :z
U) m
QD 71,
z c) m -6 -1 C) rz) --j -Ti cn
-,rl -Ti Z) P, ril :56 r-rl A rn co C) r - r-, I t
0 00 w 0 > lr,+- -N 0-a -go a: C) jZ r- r (Zi C) - I' - Z
> (D C) (D (D r1l �t co C) "p
z x 2� M 0 (D (D CO MZ 0 Z C,) Ell :z Q)
m 'ri ( 'ad C'n C) :-zE c) iz, rTl m 1"
rri q �3 t �-a m;u z :�-o r- -q ;z,- '-K
M � -I DL() 00 M r1i --i Q z�� m rr, :,z- (1) 5;: ul rt-, cz- --,, :,-a c)
> , 0- CL C(, CTI
g (D (D = M (D Q (D c M Z --< :Z� Z C) C() (Z� r c
rr, > rr, C)
-TI co Y. §Z.) rd ri z -0 F, i r `21 s,
C) - 'r, % ( - -3 -) (/) Z) :�u
b Ca C3
Z Fl Q 4 Up (/) ::�
(D K co K: rrl (z) 4� FTI* C/) r k o U) :z -To o i
z Z� rr, z z Z Tj z (:�� �d '-'l' :Z �E
a] 6 (Z3 ,< m -q 0 C) -n c: (5 rri �o 7 w Di 2 :-o
co rrl -rl [TI --i Zo Q) R z m Q Qq -�j Yl
z z m m m -t) ZE N� 7) r-rl rr, Z rl Zj N Cr5 ---1 Q)
C) i -ri rtl Z� m iZ 11 rTl -rl, S� ,
C) C) r1l I. C/) �u Z� �o rl z rm C) 340
N) -T r m -4 21 -0 C) "i N -0 ;;o -,I
4 U) rQ fQ (A r 50 (J)
0 1 r C) r- 1 0 C) fir" rq '�D r1l z
0 Ob :�f - 0 > bo S;. �p Q) >
5 m c') > rn c) (5 1., C) 0
Z In Q
m (A m S-,cJ
m �n k) 19 rn z C)
Z -.0 ul �Tj �b "n r1l z c �o z R, r- ZD i IZ) U) 01 rr, Cf) �6 Q,
-) z rrl ,
0 < t -u Q z Qj U -) ('�
0 -< :5 Z� Z �z Q < Q, Q) tlCarT, i�) V) V)
a ozr- --i , Z 5�. -,,1 50 C)
CA Cr r U; -u --Z, C/) rTl — m :70 r-11 �Z) -r� -o rrj::�� Co rr, u _rl C/� Z�j
> Cf) '-< �: z m zz pt �-z r-9 I rl CTJ , i --i z Z
> -To -TI > rrl
U) 19
-0 -0 u
-tj (/) C) > Q --1 -4, — �z (/) ---i (/) -q
(T) z M-0 rl CJ3 — C-) C) m C) x ril -0 --4 0 i�� 17) > z
0 (D U ITI r -q -a r- 7 z� C) 'll -Z rT, :� z Q 5) �j :A -u M
-Z b. rrl < Z -u Ln - -
rm �l N �T -oo --i
- I Z C) Q > > rT, I Tj r-rl r- --I
> m �2,p C) I - t3 (-, 1, C) C) C) rl
o 70
ice( m Ol m Q r-ri > (n
(A -C�, ''I r — - 6 0 (/) �a (Z) — _TJ U)
-Ti Z->-> -1 > C) -i rte -i°) Q) C) uj 00 -ri
*> �z Q) rri --i m Ell (Z) CZ)
z (A z C) zi m m•
(�) 0- --, (/) 3�- rTl F- r 'TI --j (J) rz) C) N
> (S r
,71 M Cl) OMI > rTi r 70 rtl Z, irl U) --Tj -70 Z Ul , r PI Rj r -
x — — -< E m --i Co C) rTl r- Q --Tj L) I -t
-Ij rn Cj rri '-'Tl CA 7t (J) r� Q rt, --i
cr) 0) (J) Ell pr' N jl c-) r33 rl
-TIM(D 0 (D 1,. ---43 'R, 2 r
:b. �yq C) (7) U) rrl CD :�o r1i C) rIl rm -z-i UI -D. %J)
nl* r- d N -,j cii 50 -
�;u CD �z -ni N it �D �2
cfl Un m
rIl -11 00 Z
> > > > dry
-Ti Qj :Z:z Q ti 0� r-rl r- CZ
c)C7 r
z C: cn uj ttn) C) lz�
--j C-) �z :-� Q (Z :�! :� I. r -TI
0 U 51 Z� u) -u rri :Z r -q, tliI 1 -TJ r -
M t Z r1i z- Cl) C) Q)
r
C: �o 0
r- C) M rr, cr, - , �:
= :70 (- ---T I r- r.11 :-9 Q "I ,,, \,—::) 0 Z - >
FrI --i QD "I, , Q) Z: r-
03 -) Z) Q (J) �z rn I Tj 2�2, 1� N V)
F 0 � c r 0
F- > --q �, r (�) - 0 r- N) rr,
0 Cl� r Z Prl < QZ)
M Z C) rr, r cz rij
> 1. - G) U) �z --I r- c
z Z-1 03 Q) -Z -- �u r- )i: 0
70 Q rTl -Tj �q Z ---J C) -.4 (J) r1i
r � �) (J) 5Z (5) CZ) r -
z C/) r -q cj z
Z�
ZD C) C/) i�z VZ) Z uj
C) C) i U) _rr, C/) 1� r1l
r-rl r-
r-ri, t�j N -'D
C) ri C/) QD N) -C) rrl
00 Q) ::o --j IFA) -11 ---1 r -r' rn r
r-li S Z z
15 C) ---, -Ti, (), -,,
c) ui C� co -,I -Z TI U) c) 1� 0 C)
0 (/j �Z) N c) E� r C'n
1 rl Tj r- -u
--4 _n
Cf)
>
C_- (J) 00 ZE
> r- �� U) -rl r 0
c) z rl, cz
P Q) 0 -4 zE --I )&
ZZ) r'l C� rn :1� -i -zI
cz Ci r -,l ::d C') )N!
0 C)
cn -Tj r -
P,
0 i�j rll -11 Q
z
rd
gcad b Ac :3E rri (,j r
(J) :t� _r,
:z 0 �d �, -q -
co ;_�E co c) U) Ln
rr
"I IZ Q)
rri C) rq rr-- i --1 50
ZD
-'IrTl:z C)
Q I t„ bQJ C) Cz U) Ir7) rIl
QD Q)
(,o --i A, :-zE
r7Air a,�l z Qca C/) ---i :Z ::6 �o C) —t Q C)
Fll :1�� r- cz �,j (j, ---i
rri N C) -T,3
r.-ri rl) iI � r- 0 r -q CQ
r r7l m -Tj
C) , til rrl
Qj 8 r1l Di �� C)
IT
Zt -C')
�o cl) —
rl C)
rT
�p -<
Q
C3 r1l
N)
Q)
rri
rri
co
C)
rIl

Y:\DRAWINGS\16-150 BROOKFIELD SECT4\SHEETS\DWC PLAN\STORM BASIN #2,dwg Mon, Dec 03, 2018-11:01am MHERREJON
U)
C)
m
M
ow
C
X -
-j
--j
C
--I X
a: m
m
o o(f)
-0 m
0 m
Cn<
m m
>
to
I
,K <
m > —M
> Z =u r-
0
m --u
n
P1 r11-
m z
r -
A.
0U)
z (1)
0
ED
00
z
r -
-tomes
C')
0
0
> m
>
>
A,
u) 0
U)
m
rQ m r z r r_ -q m
< r- (J) m
rri z
ou) ;uw > --i 'TJ Q r_rl
-Ti F-9 m
Mll it% D 1,-)
- - C)
�u m -< --, — -_I , 3 p, n :3 > tz) Z Z :z Q);s Co r -"l > r1l Z �z --1
(D Q �o rri zt Q3 6 r -r I Di Z
-1 r, C4
> C) 00 (") Q) -1 r -q --j z :z (J) t�j
1+ N DJ Q) -t
K -T� -TI C)
m 01 C6 M 0 (D C' -o r 1;
(D > 0
0- 2:
70 0 m m
> Qo (3
r-- rr, rri >
(D KU) (D K: 70 Cry Z)
Z Co Z C) rn Q) z z 71 -P� Qj r
0 m rq (71 Qj -1
0 0 C)
0 :* z rQ C) -TJ rrl m
rT1 (z) :�b --i C-) d rz z
> 0 U) 3: Z -1 0 ---1 7u m 70 0 0- QD -
m m �q,r-rl
0 --1 C) --I
M b, lz:� rz) M Z) (n �q
0 Z 0 J0 rq �A m n Co C) r-71 g) Cn r
0 r 11 rr,
Uj -0 -71 tjj Cf) �o rtl
z M G �70
M MCD Cn > C/) 0- m Z
U) Co
C OD -0 >j r-ri rTj r-9 r-rj (io Zt m Co m Q) r1r, rr,
0 mm >M -ol rrl:z (z)
uj
m
c) c)
700 0 -TI Z U) Z Z�- C) r- Q)
mo G-) m m > >>-I > Z
0 0 C)
0 (,A > Q) Cri,
0 -Ij
Cn M r
N) m Ca 0 X_ m I �q P)
(D )S rTl,), Cf)
(_n m -1 -4 r-ri
z o -0
:5 x rrI > K X (D Q) U)
ca @C: L> > > > ril -T1 :z C) C/)
0 C C/) N -,b, c) Sj
r
q r- Q �D Z
Ch 070 �-j
T9 nm --�o ---i rr, z:
Icn: 0) -TI F= Z C) zj Z
00 1 m 0 Co rrI --i
N C3
z z > o Q0 t
z Z
r1 z > 70 0 C) Z
m m
z s
q Z r- z 0 1`11 r1i C)
CA C) rrI n -.4
C F — 01 C) U) C) r co
IN C - -M r, ZE C) (n
0 (A Q) m Zt :z �o c) 1�,
04 C7 > C)
Cn a 0 m V) z > Q) Q)
10 oc mo m z M Qi U) Q)
0 C M r,1 ) Q --- I
z z (7)- C) tZ)
Co (f) F= 0 i�j rn Q
0
3: 0 0 ---1 U) rq r', Q
-0 x �,) Z Up �,
-1 �6
U)
m p U) rjj �70
m 0 r7l r- Z� rri
C) -p-
9
m m m (A r
OZa 1711
izj �(Tj r-1
0 > V)
> 70- 0 m rrl z 1Z N N
j Q 1 0 r11
M Cn -4 rrl
r- rrj r71 C i ro Q) :�b C)
Q)
sw� r"I q �-`
Q
>
IL o
_0
> z
m C) C) rq
r'l
ZD
< Gi
m Q)
>
Cr
z
m 00
0
m
K: -0
0<
<
m
>
m
Z
0
mW
C- m
M
Cil
m
iJ
m
Al
NI
OM
Mol,
ma"11
U)
m
C)
z
I
I
8
- C4
z -0
r�
021
:-j -, r-
0 U) I r -
p
z U)
m
I
I
A.
I
u
z (1)
>
ED
0
z
r -
m
C')
0
@
> m
;o
A,
u) 0
U)
m
(7) T
m
r11
z
m
> ,
<
m :=I
M
00
m
0
C4
0
0
r-
r- 0 cl)
T1
--a
0
70
m z
C)
M z
Z
CY)
>yrt
z
m
om
>Car
< F
C)
r-
>
> o
(1)
L
m
m
f)
C
m
>
x Ln
m
x
-Z
p
C:
m
m
<r
>
z
o
V)
C:
MJ�'
m
M
M
>M
M
m m M
K
r",m
r-
u
C)
>
z
�m
M
_0
0
'>
0
0
z
Cn 0)
�
I's CY) -< M
r-
m
U)
Co Cn -0
-,10
00-0
r\,) 0
<
>
;v
(n
X
m
0
0
0
M
0
m
M
z
0
>>
U)
0
I
m
o
>
:<
0
0)
m
p
00
U)
>
0
m
z>
A
m
< rr--
>
0
:<
CT) U) >
a?
m
m
r-
2: 0
(1)
m C
>
r-
CA
Ln
PO
m<
rQ 03
> CY)
z III
C/)
z
00
0
C)
m
r-
0
0
0
m
r-
() m
M >
m
:<
m m
41
U)
CJa
p
0 C)
0
8
z
0
>
C/)
m
m
U)
a:
0
m
rQ m r z r r_ -q m
< r- (J) m
rri z
ou) ;uw > --i 'TJ Q r_rl
-Ti F-9 m
Mll it% D 1,-)
- - C)
�u m -< --, — -_I , 3 p, n :3 > tz) Z Z :z Q);s Co r -"l > r1l Z �z --1
(D Q �o rri zt Q3 6 r -r I Di Z
-1 r, C4
> C) 00 (") Q) -1 r -q --j z :z (J) t�j
1+ N DJ Q) -t
K -T� -TI C)
m 01 C6 M 0 (D C' -o r 1;
(D > 0
0- 2:
70 0 m m
> Qo (3
r-- rr, rri >
(D KU) (D K: 70 Cry Z)
Z Co Z C) rn Q) z z 71 -P� Qj r
0 m rq (71 Qj -1
0 0 C)
0 :* z rQ C) -TJ rrl m
rT1 (z) :�b --i C-) d rz z
> 0 U) 3: Z -1 0 ---1 7u m 70 0 0- QD -
m m �q,r-rl
0 --1 C) --I
M b, lz:� rz) M Z) (n �q
0 Z 0 J0 rq �A m n Co C) r-71 g) Cn r
0 r 11 rr,
Uj -0 -71 tjj Cf) �o rtl
z M G �70
M MCD Cn > C/) 0- m Z
U) Co
C OD -0 >j r-ri rTj r-9 r-rj (io Zt m Co m Q) r1r, rr,
0 mm >M -ol rrl:z (z)
uj
m
c) c)
700 0 -TI Z U) Z Z�- C) r- Q)
mo G-) m m > >>-I > Z
0 0 C)
0 (,A > Q) Cri,
0 -Ij
Cn M r
N) m Ca 0 X_ m I �q P)
(D )S rTl,), Cf)
(_n m -1 -4 r-ri
z o -0
:5 x rrI > K X (D Q) U)
ca @C: L> > > > ril -T1 :z C) C/)
0 C C/) N -,b, c) Sj
r
q r- Q �D Z
Ch 070 �-j
T9 nm --�o ---i rr, z:
Icn: 0) -TI F= Z C) zj Z
00 1 m 0 Co rrI --i
N C3
z z > o Q0 t
z Z
r1 z > 70 0 C) Z
m m
z s
q Z r- z 0 1`11 r1i C)
CA C) rrI n -.4
C F — 01 C) U) C) r co
IN C - -M r, ZE C) (n
0 (A Q) m Zt :z �o c) 1�,
04 C7 > C)
Cn a 0 m V) z > Q) Q)
10 oc mo m z M Qi U) Q)
0 C M r,1 ) Q --- I
z z (7)- C) tZ)
Co (f) F= 0 i�j rn Q
0
3: 0 0 ---1 U) rq r', Q
-0 x �,) Z Up �,
-1 �6
U)
m p U) rjj �70
m 0 r7l r- Z� rri
C) -p-
9
m m m (A r
OZa 1711
izj �(Tj r-1
0 > V)
> 70- 0 m rrl z 1Z N N
j Q 1 0 r11
M Cn -4 rrl
r- rrj r71 C i ro Q) :�b C)
Q)
sw� r"I q �-`
Q
>
IL o
_0
> z
m C) C) rq
r'l
ZD
< Gi
m Q)
>
Cr
z
m 00
0
m
K: -0
0<
<
m
>
m
Z
0
mW
C- m
M
Cil
m
iJ
m
Al
NI
OM
Mol,
ma"11
U)
m
C)
z
I
I
8
- C4
z -0
r�
021
:-j -, r-
0 U) I r -
p
z U)
m
I
I
C4
.0
A 0 *
0 m _0
<
Cn 0)
p -1
co Cn
N L4
PO --1 91 Cyl -� U4 t\)
>
T, r
G) Z —zm o z (z iz
ri --j Cr} 'Cl C) -'a> rTj M r-
6--' Cj b. rri Q) �10 rn rn z rn n Z Z --j rri
rri 50 C) C)" z 1`11 C) 0 Z U) ::k -Tj rrj --i f-rl
C) > QC - r"' r', - C: (1) --1 z < z rq -TJ q Q — �d C) Q)
<
C) Q) --q I m (z)
m o C')
rR
C: r
Z,3 51 co
U) -Tj C) z Q0 Cq
rri
T1 C) z
r-,rl C)
> r'IQgC r -n l '
tzj
Ca
�d I zi Q:
z 4� rri Z
T1 C')
c) Q>
C) �C)
>
2
U)
C) :t;5 �o
terry m
(Z rr, U-) rrl
T1 Cr} -_i DO z --j rT, Cfj
C) Co M
n _rr,
r 'T,
r
z:
_TJ (')--I Cj
rri
C) M rm (z Ci �u
z (,() (7) rm z� �o :b -TI ::o -32
n, Q) -u z lt� d (,) t
-rj --j zit
rT, 1p :z CZ Z: rt,
�j
QD C)
C)
C) rr, c) rr, rr, G)
rr, C) r- co r -TI C)
Z r-ri Co U)
C')
rri Q)
C) U)
C)
(,o rri
Q) 32
T-1 < C) 2t1j C-- -rj r
-ij
rTi
r, rri C)
1:10,
Q
Tj -To
X
m
�j
C14 crr
<
> Cn
> Ka:
N
Fn ®0r'-,
�< >2
Z'o
0-0
Co rri
AN
I
r 41
4- p
r- , r- >
< x <,-
> > >
0 ZtQ Z
rT1 iz� �n F4
U) ril 4 m
> 0 Co
Z --4 >0
m -0 0 J-
0 M 0
m >
0 M
m
0
L
m
:E
Co
0
0
x V-0" 7�1
wj
> %
A.
I
u
z (1)
>
ED
0
z
r -
m
z
@
.0
;o
A,
u) 0
U)
m
(7) T
m
r11
r -
Cy
m
U)
M
00
m
0
C4
.0
A 0 *
0 m _0
<
Cn 0)
p -1
co Cn
N L4
PO --1 91 Cyl -� U4 t\)
>
T, r
G) Z —zm o z (z iz
ri --j Cr} 'Cl C) -'a> rTj M r-
6--' Cj b. rri Q) �10 rn rn z rn n Z Z --j rri
rri 50 C) C)" z 1`11 C) 0 Z U) ::k -Tj rrj --i f-rl
C) > QC - r"' r', - C: (1) --1 z < z rq -TJ q Q — �d C) Q)
<
C) Q) --q I m (z)
m o C')
rR
C: r
Z,3 51 co
U) -Tj C) z Q0 Cq
rri
T1 C) z
r-,rl C)
> r'IQgC r -n l '
tzj
Ca
�d I zi Q:
z 4� rri Z
T1 C')
c) Q>
C) �C)
>
2
U)
C) :t;5 �o
terry m
(Z rr, U-) rrl
T1 Cr} -_i DO z --j rT, Cfj
C) Co M
n _rr,
r 'T,
r
z:
_TJ (')--I Cj
rri
C) M rm (z Ci �u
z (,() (7) rm z� �o :b -TI ::o -32
n, Q) -u z lt� d (,) t
-rj --j zit
rT, 1p :z CZ Z: rt,
�j
QD C)
C)
C) rr, c) rr, rr, G)
rr, C) r- co r -TI C)
Z r-ri Co U)
C')
rri Q)
C) U)
C)
(,o rri
Q) 32
T-1 < C) 2t1j C-- -rj r
-ij
rTi
r, rri C)
1:10,
Q
Tj -To
X
m
�j
C14 crr
<
> Cn
> Ka:
N
Fn ®0r'-,
�< >2
Z'o
0-0
Co rri
AN
I
r 41
4- p
r- , r- >
< x <,-
> > >
0 ZtQ Z
rT1 iz� �n F4
U) ril 4 m
> 0 Co
Z --4 >0
m -0 0 J-
0 M 0
m >
0 M
m
0
L
m
:E
Co
0
0
x V-0" 7�1
wj
> %
T " w
>
z (1)
>
ED
m
z
r -
m
m >
U)
@
> U)
> 0
U)
>Z
m
(7) T
m
m0
> --4
r -
Cy
m
M
00
m
0
0[,
M
>
Co
A z
0 0 G)
ED
x'
0 > <
>
r -
m 0 <
z ;o >
m
@
> N!
> rrj
—0
mN
N-
>Z
4 *
m
U) a
0
0-,,o
m
M
17
"I
m5
0[,
>•
r—
0
x'
0 > <
>
OZN
m —
NO
> rrj
—0
Z --q
> o
0
ou-4 CY) U1 41 (A (DO 00 -4 0) (A (A r�la
. . p ?>
p � --,, (J) --- I (,() C6
r- Cu) r- --1 0 C) ii_-Tj C) I-. N) C) -0
r C 1; r-
4 > r 0
'TJ 1� (1) rrl r-
0 �i M:
C-) (f) r Z r"I U) I-
C) Qin
tj
:k �z rq I d 1 60 -TD CID _rri C: C-)
(z)
iz) - L-
cz C/) r-11*
-_j c) 1 -.j M
C-� CD 00 > -0 C) r -
U) r C�
cD 1� C- r-,, r', c) r- C5 r-- r'l rn
IZ) (z)
rzz rd 7u m 50 .6 N rr, (:j) Q: --n �0 0
N co i�:) rj
Q0 ou) -0 o C) CE
(1) rl, :z :,ZE C) (�D
C) rT1 ��D (3] -,n U) Q) U) 1Z ';:o i�j rr, N Co
C-) r� ��) - (f) C)
Q N cz :-k
-,< - C) C: r;z
> Q) 5--, C) r,,.1 Co c) C) QD r- z
C) urj
Q) U) --I C) z M C-) r, _1 53:(- U) r1i ::o' rij (1)
rr, Q) to (A r
C) IZ) (o
u) (,j
-TI Cz Lo > :z Q)
-Tj z "Cl
-
-T, 0
rr,
Q)
c)> (7) '1 :p --5� N z
U,
N Ui-
Q> Z) :p Q �o T -q rri r- -_-i -0 -j
Z
z
C) C) C)
r -ti C) m :�o m r- %� >�
r- co �z rn Q C)
C) rTj -0 -u ;E r "L; C) K4 -TJ
-Z rP1- r-11
rT1 > Cx) 12 r,
> C,) nj
--o I 'Y23 Z -1 - L-, - 0 (/) -M r rr,
C') :�o -- -,1 -1-0 :7j N Z -i --4 -1 m
r -n 03 � I - 50 1� i
U) rQ Q) Q r- �Id r-, 00 r_q r- iz) ui 12 0
C) C) Cj C) CZ -q
Cz Z t (7) r-
P� rTJ Cn ;E 'M � (Z Co 00
C/) 111 -o C) 'Z rr, r-
03 C) :I�. -To -I r- �10 [rl rri �j U) -z �o r-rj F, r --j tri
Z izj
6 �-q 1', Izj >
rTi C)z d C) (D q,�� rri, 0 Q) �70
(::) �� Co 1� Q h j� -ID A :-iE - z t\,) I -T, C)
Do :70 C) (7) C) Qj
0
>0 rri rr,
k-- z
rri (4 C)
H,
Cn Pri z )J
---1 171 r'l
Q) r-rl z z d c) C)
Cn Cr7Q�lrl (A
(z) C) )Q
C-) zi
A �z N Q
61 �z
(J) Do -TJ r,-
Z
rri Co
:E z :z 616
U)
No
Q)
C) rp
Q5
rn
C) id 03 Q) C)
P-1
Q)
Q-
rj
�cj C) C, p
Z ZD C)
Z�
op Z-:51 c)§
-ri
C5 E'
Q)
5--4
r z 2111) N)
C)
Qj
Q)
I

n
I
a
I
M*
N,
1, KENNETH L MGS. SR., REGSTEWD LAND SURVEYOR W 1-3110, CERWY
TO ONE OR MORE OF THE FOLLOW AS INDICATED THUS, jj OR
®A. THAT THIS PLAT 6 OF A SURVEY THAT CREATES A SUBDIVISION OF LAND
3; C% WHIN INE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDIMAMOE
THAT REGULATES PARCELS OF LAW,
0 H. THAT rHIS PILAT IS OF A SUR WY THAT ISL IN SUCH PORTION OF A
C"TY OR
THAT PARCELS OF MUNICIPALITY THALAND; T IS VNIREOIJILATEIT AS TO AN =KANCE
RECULATES
N, 0 C. THAT THIS PLAT 6 OF A SURVEY OF AN EXISTING PARCEL OR PARCELS
OF LAND;
D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CNIUDDRY. SUCH AS THE
KARL W. MCLAWHORN 51i, REOOWNATION OF DMING PAR= A T® SURVEY OR
OTHER D(CEPTION TO THE DEFINITION OF SLWWMft
DO W, P 403 EN
DB B-9, P 316 ❑ 1- THAT AR AHE INFORMATION AVAILABILE TO THIS SURVEYOR IS SM THAT I
EKISTING DiTC14 N 67'23°58" E AN UNRE TO MAKE A DET
TO 11f " OF MY PROMSSIONAL
N 69—W'00" w 295�03 , NP ABILITY AS TO PROVISIONS CWTAINED IN (A) MOUGH (D) ABOVE
623.70 EN
'NIP
S 88'00'00' E EXISTINI. ,4TCH z C-)
NIP
TRACT1 Ott,
ACREAGE DATA �A�CJ4 11#1.
26,01 AC. APPROXCO 1 -
BY COMPUTER CORNER) --C IS
INCL. R/W EPK
9AL
s.
L 3110
w
NPS
NIP
.4
WPK
NN NN MIR
TRACT 2
ACREAGE DATA
9,51 AC, APPROX, COUNJI,
BY COMPUTER timm"A
INCL. R/W
LAURIE RIB
DID B-9, P 316
P
WK FENCE
34' w EA
Filed for registration this the day of
20 at o'clock M.
JUDY 1, TART, Register of Deeds
By—Az
Deputy Register of Deeds
REVIEW OFIFICIER OF
74C MAP OR PLAT To
WOW IM CERIWICAWN IS AFFD" b1EErS ALL STA71UTORY
REOL1011REMENTS FOR RECORDING.
CER
DATE
SURVEY FOR
MARGARET ANN MELLON HARRIS
(KNOWN AS MARGARET MELLON NEMTUDA)
WINTERVILL E TOWNSHIP FEBRUARY 16, 1995
PITT COUNTY NORTH CAROLINA
200 0 100 200 400 soo
L A ROTA,T P1119Z OMAE ff'VIAIT 1*RJVID,
CERTIFY THATA
REGISTERED LAND SURVEYOR. PER"ALLY APKARED BE-
FORE IMIE TWS DAY AND ACKNOWLEDGED THE EXECUTION OF
THE FOREWNG INSTRUMINT.
W9141ESS MY HAND AND OMCIAL STAMP OR SEAL THIS
J§M DAY OF F M-MIRUARY 9
MY' OOMMM" EXPIRES �1999
100 N. CIUEEN ST. - BOX 929
KINSTON, NO 28W
919-523-0832
EVA0,S--S�.
GREENALUE, NC 2783A,
EngineeritW . Architecture . SVrveq:j,�, - Technologies 919-758-3746
DRAWN BY: G.R.H.
SOURCE OF TITLE
LEGEND
Bl
DB B-9, P 316
EIP = EXISTING IRON PIPE
DB V-49, P 165
EPK = EXISTING PK NAIL
EN = EXISTING MASONRY NAIL
EA = EXISTING AXLE
NIP = NEW IRON PIPE
NPK =NEW PK NAIL
NN = NEW MASONRY NAIL
R/W = RIGHT OF WAY
CENTERLINEwin
ACREAGE DATA CHART
—ZZ-- ® NOT TO SCALE
TRACT I - 26.01 AC.
TRACT 2 = 9,51 AC.
TOTAL - 35-52 AC
Hl- R/W BY COW.
I
a
I
M*
N,
1, KENNETH L MGS. SR., REGSTEWD LAND SURVEYOR W 1-3110, CERWY
TO ONE OR MORE OF THE FOLLOW AS INDICATED THUS, jj OR
®A. THAT THIS PLAT 6 OF A SURVEY THAT CREATES A SUBDIVISION OF LAND
3; C% WHIN INE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDIMAMOE
THAT REGULATES PARCELS OF LAW,
0 H. THAT rHIS PILAT IS OF A SUR WY THAT ISL IN SUCH PORTION OF A
C"TY OR
THAT PARCELS OF MUNICIPALITY THALAND; T IS VNIREOIJILATEIT AS TO AN =KANCE
RECULATES
N, 0 C. THAT THIS PLAT 6 OF A SURVEY OF AN EXISTING PARCEL OR PARCELS
OF LAND;
D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CNIUDDRY. SUCH AS THE
KARL W. MCLAWHORN 51i, REOOWNATION OF DMING PAR= A T® SURVEY OR
OTHER D(CEPTION TO THE DEFINITION OF SLWWMft
DO W, P 403 EN
DB B-9, P 316 ❑ 1- THAT AR AHE INFORMATION AVAILABILE TO THIS SURVEYOR IS SM THAT I
EKISTING DiTC14 N 67'23°58" E AN UNRE TO MAKE A DET
TO 11f " OF MY PROMSSIONAL
N 69—W'00" w 295�03 , NP ABILITY AS TO PROVISIONS CWTAINED IN (A) MOUGH (D) ABOVE
623.70 EN
'NIP
S 88'00'00' E EXISTINI. ,4TCH z C-)
NIP
TRACT1 Ott,
ACREAGE DATA �A�CJ4 11#1.
26,01 AC. APPROXCO 1 -
BY COMPUTER CORNER) --C IS
INCL. R/W EPK
9AL
s.
L 3110
w
NPS
NIP
.4
WPK
NN NN MIR
TRACT 2
ACREAGE DATA
9,51 AC, APPROX, COUNJI,
BY COMPUTER timm"A
INCL. R/W
LAURIE RIB
DID B-9, P 316
P
WK FENCE
34' w EA
Filed for registration this the day of
20 at o'clock M.
JUDY 1, TART, Register of Deeds
By—Az
Deputy Register of Deeds
REVIEW OFIFICIER OF
74C MAP OR PLAT To
WOW IM CERIWICAWN IS AFFD" b1EErS ALL STA71UTORY
REOL1011REMENTS FOR RECORDING.
CER
DATE
SURVEY FOR
MARGARET ANN MELLON HARRIS
(KNOWN AS MARGARET MELLON NEMTUDA)
WINTERVILL E TOWNSHIP FEBRUARY 16, 1995
PITT COUNTY NORTH CAROLINA
200 0 100 200 400 soo
L A ROTA,T P1119Z OMAE ff'VIAIT 1*RJVID,
CERTIFY THATA
REGISTERED LAND SURVEYOR. PER"ALLY APKARED BE-
FORE IMIE TWS DAY AND ACKNOWLEDGED THE EXECUTION OF
THE FOREWNG INSTRUMINT.
W9141ESS MY HAND AND OMCIAL STAMP OR SEAL THIS
J§M DAY OF F M-MIRUARY 9
MY' OOMMM" EXPIRES �1999
100 N. CIUEEN ST. - BOX 929
KINSTON, NO 28W
919-523-0832
EVA0,S--S�.
GREENALUE, NC 2783A,
EngineeritW . Architecture . SVrveq:j,�, - Technologies 919-758-3746
DRAWN BY: G.R.H.

TTL AREA INT m p. a. M1. e. p.8.929 ACRES
NUMBER FLT T
AREA I p..® 30,714 S a F.
AREA IN PARIS, RECREATION AREAS,
AND THE LIFE . . . , . . , . 0
LINEAR FEET IN STREETS 1,077 LF
ZONING CLASSIFICATION . . .R 0—CU
D» � »03, R 9.
pp4
P
1
0�j'
Fu13
l 20 , � b
THOROU( NSA 1c
�n
}}1
d+w
0 R TM
SHEET 1 OF
F1N& PLAT
TAX PARCEL #76198
a-
BRODELIEM
SECTION
REFERENCE:BEING PORTION OF THE PROF�ERTYDESCRIBED IN DEED
BOOK 3188, PAGE 526 OF THE PITT COUNTY REGISTER OF DEEDS
1
933.84'
A 5' UTILITY EASEMENT WILL BE RESERVED
INSIDESEAL
1W57'58' e7PM
L
325.42®
T
164.38'
Ch1 2F48'45" IN
GREENVILLE, NC 27835
323.78°
pp4
P
1
0�j'
Fu13
l 20 , � b
THOROU( NSA 1c
�n
}}1
d+w
0 R TM
SHEET 1 OF
F1N& PLAT
TAX PARCEL #76198
a-
BRODELIEM
SECTION
REFERENCE:BEING PORTION OF THE PROF�ERTYDESCRIBED IN DEED
BOOK 3188, PAGE 526 OF THE PITT COUNTY REGISTER OF DEEDS
1
BACK OF CURB
NTS = NOT TO SCALE
TOT� TOTAL
MBL — MINIMUM BUILDING LINE
EIP EXISTING IRON PIPE
PT POINT OF TANGENCY
PC POINT OF CURVATURE
OF CURVE
LORA
BAYBERRY LANE
(60' R/W 36 B/B PUBLIC) (7{
PS
{i()SITE
�. () jk
( 1)
(15) 51
(4)
{}
`^"em
P *-200 0'±
T
DOC ID; 013871110001 Type: CAP
9ROOKFIELD Recorded: 07/17/2017 at W.12:21 AM
70 SECTION 2 tie Pitt County, NC
6 80, PG 6 157-1 Lisa P. Nichols REG OF DEEDS
,
y. II
i
r.
Y sI �{�� r a► �
P
K'
A y pj�
Asn a4 � �, . *#t �� • �♦ � #M1 � �p.. y,- 3.. '• i f A`
M1'
COOPER ISLAND DEVELOPMENT,
LLC
DS 3573, PG 522
MB 61, PG 102
A
P
ALL AREAS CALCULATED BY COORDINATE GEOMETRY.
10.
A 5' UTILITY EASEMENT WILL BE RESERVED
INSIDESEAL
=
t/B =
BACK
OF
CURB TO
BACK OF CURB
NTS = NOT TO SCALE
TOT� TOTAL
MBL — MINIMUM BUILDING LINE
EIP EXISTING IRON PIPE
PT POINT OF TANGENCY
PC POINT OF CURVATURE
OF CURVE
LORA
BAYBERRY LANE
(60' R/W 36 B/B PUBLIC) (7{
PS
{i()SITE
�. () jk
( 1)
(15) 51
(4)
{}
`^"em
P *-200 0'±
T
DOC ID; 013871110001 Type: CAP
9ROOKFIELD Recorded: 07/17/2017 at W.12:21 AM
70 SECTION 2 tie Pitt County, NC
6 80, PG 6 157-1 Lisa P. Nichols REG OF DEEDS
,
y. II
i
r.
Y sI �{�� r a► �
P
K'
A y pj�
Asn a4 � �, . *#t �� • �♦ � #M1 � �p.. y,- 3.. '• i f A`
M1'
COOPER ISLAND DEVELOPMENT,
LLC
DS 3573, PG 522
MB 61, PG 102
A
P
ALL AREAS CALCULATED BY COORDINATE GEOMETRY.
10.
A 5' UTILITY EASEMENT WILL BE RESERVED
INSIDESEAL
ADDRESS: P.O. BOX 606
., FRONT PROPERTY
REAR
THIS MAP CREATES A SUBDIVISION OF LAND WITHIN A COUNTY
INSTRUMENT($) IN THE CHAIN OF TITLE(S)w
OR MUNICIPALITY THAT HAS AN ORDINANCE REGULATES
GREENVILLE, NC 27835
PARCELS OF LAND.
IRON PIPES TO BE SET AT ALL LOT CORNERS UNLESS
COUNTY REGISTRY AT w
OTHERWISE NOTED
PROPERTYTHIS D IN A SPECIAL
HAZARD + D BY THE FEDERAL
MANAGEMENT AGENCY, REF: FIRM 3720467400J AND
DRAWW SCB/1MAH
FIRM 3720468400 J, DATED JAN. 2, 2004.
RESPONSIBLEHOMEOWNERS ASSOCIATION IS O» THE
MAJNTENANCE OF COMMON AREA w» » POND.
CHECKED MW
1141* s
NO IRON PIPES SET IN C/L DITCH UNLESS OTHERWISE
MAXIMUM BUILT "ON AREA ON EACH ' IS NOT TO
13.
4,854 S.F
COMBUSTIBLESEXCEED
NO ., E BROUGHT ON SITE OF THE HOMES
BEING CONSTRUCTED UNTIL THE WATER/HYDRANTS ARE AVAILABLE
,-
FOR FIRE PROTECTION IN THE EVNT OF AN EMERGENCY, AS
y ,y '
DRAWNPRELIMINARY PLAT
'�11`�\ '
r
All
.-....' : i r s r
ME THIS DAY O�.
-PUBLIC
MY COMWWON EXPIRES:
,OWNER: COOPER ISLAND DEVELOPMENT* LLC SOURCE OF TITLE
ADDRESS: P.O. BOX 606
THIS IS TO CERTIFY THAT THE LAST
INSTRUMENT($) IN THE CHAIN OF TITLE(S)w
GREENVILLE, NC 27835
OF THIS»."OPERTY AS »
DED IN THEPff
PHONE: [phone]
COUNTY REGISTRY AT w
NORTH CAROLINA IS.
:�IrPPAGE
DRAWW SCB/1MAH
DATE: 04/19/2017
t
CHECKED MW
1141* s
SCALE: 1" 100'
'�11`�\ '
r
All
.-....' : i r s r
ME THIS DAY O�.
-PUBLIC
MY COMWWON EXPIRES:
THE DESIGNATION OVER WATER, SANITARY SEWER, DRAINAGE AND
ELECTRIC LINES ARE FOR THE PURPOSE
PY 4!'» ESTABLISHING
WIDTH EASEMENTS k NOT
EXCLUSIVE ■, PERMIT
» INSTALLATIONT
ri
WATER, SANITARY SEWR, DRAJNAGE. AND ELECTRIC LINES WITHINTHOSE DESIGNATED
NO BUILDINGS,
L OTHER !MPROVEMENTS. MATERIALS
AND
INCLUDING PRINCIPAL
ACCESSORY STRUCTURES AND ADDITONS OR APPURTENANCES THERETO,
SIGNAGE. FENCES, WALLS,»
IES
MECHNNICAL EQUIPMENT, CANO, ANTENNAS.
. PLANTINGS, » .
MASTS, AERIALS, MONUMENTS,
DEBRIS, w WASTE CONTAINERS.D IMPERVIOUS
APPROVALSURFACES, SHALL ENCROACH WITHIN ANY DEDICATED EASEMENT WITHOUT
PRIOR WRITTEN
ALL UTILITY AND DRAINAGE EASEMENTS ARE CENTERED ON LINES As
INSTALLED UNLESS OTHERWISE NOTED.
BMP MAINTENANCE AGREEMENT MUST BE RECORDED BEFORE APPROVAL
CONSTRUCTIONOF FINAL PLAT.
EITHER TEMPORARY OR PERMANENT STREET SIGNAGE MUST BE
DURING THE ,. INSTALLED,BY THE 2012 NO FIRE CODE.
r ♦ r
rg -: 1
r r, rt r r i
• • ,„ r r t
CERTIFICATE OF FINAL APPIR
APPROVED FOR '
Or
2017 PQRSUANT TO +` r
154.13 ON THE r.
MUST BE RECORDED W"IN +' OF THIS DATEr
UNZ
� 4
r
i+ 1
PLANNING :! • w:
CWY TMT THIS F#0k PLAT
�'
WAS RP r r iFOR'APP"AL BY
`r Wjw TOWN -X
wwrERmu ON THE =DAY OF
2017.
t
t .
Mr
i
t r 4 ar +
C16
25,00'
2017'
N +" r E
31.27'
9
r
0
}
THE DESIGNATION OVER WATER, SANITARY SEWER, DRAINAGE AND
ELECTRIC LINES ARE FOR THE PURPOSE
PY 4!'» ESTABLISHING
WIDTH EASEMENTS k NOT
EXCLUSIVE ■, PERMIT
» INSTALLATIONT
ri
WATER, SANITARY SEWR, DRAJNAGE. AND ELECTRIC LINES WITHINTHOSE DESIGNATED
NO BUILDINGS,
L OTHER !MPROVEMENTS. MATERIALS
AND
INCLUDING PRINCIPAL
ACCESSORY STRUCTURES AND ADDITONS OR APPURTENANCES THERETO,
SIGNAGE. FENCES, WALLS,»
IES
MECHNNICAL EQUIPMENT, CANO, ANTENNAS.
. PLANTINGS, » .
MASTS, AERIALS, MONUMENTS,
DEBRIS, w WASTE CONTAINERS.D IMPERVIOUS
APPROVALSURFACES, SHALL ENCROACH WITHIN ANY DEDICATED EASEMENT WITHOUT
PRIOR WRITTEN
ALL UTILITY AND DRAINAGE EASEMENTS ARE CENTERED ON LINES As
INSTALLED UNLESS OTHERWISE NOTED.
BMP MAINTENANCE AGREEMENT MUST BE RECORDED BEFORE APPROVAL
CONSTRUCTIONOF FINAL PLAT.
EITHER TEMPORARY OR PERMANENT STREET SIGNAGE MUST BE
DURING THE ,. INSTALLED,BY THE 2012 NO FIRE CODE.
r ♦ r
rg -: 1
r r, rt r r i
• • ,„ r r t
CERTIFICATE OF FINAL APPIR
APPROVED FOR '
Or
2017 PQRSUANT TO +` r
154.13 ON THE r.
MUST BE RECORDED W"IN +' OF THIS DATEr
UNZ
� 4
r
i+ 1
PLANNING :! • w:
CWY TMT THIS F#0k PLAT
�'
WAS RP r r iFOR'APP"AL BY
`r Wjw TOWN -X
wwrERmu ON THE =DAY OF
2017.