SW7070728_HISTORICAL FILE_20210125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 2�2%D7a�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
D HISTORICAL FILE
(❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE,
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
Winfall Developers, Inc.
3840 Bay Oaks Place
Norfolk, VA 23518
Dear Sir:
NORTH CAROLINA
Environmental Quality
January 25, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7070728
Winfall Landing Subdivision
Perquimans County
Gt/ A 9 O
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7070728 for a stormwater treatment system consisting of a wet
detention pond to serve a proposed Winfall Landing Subdivision to be located at the
terminus of Major Street in Winfall, NC expires on October 1, 2021. This is a reminder
that permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
If you wish to main a stormwater permit for the proposed development, please submit a
completed permit renewal application along with a $505.00 fee for permit renewal within
the required time frame. Permit application forms for renewal can be found on our
website at:
https•//deq nc gov/about/divisions/energy-mineral-land-resourcesJenergy-mineral-land-
rules/stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit if it is developed. Failure to maintain a permit subjects the owner to assessment
of civil penalties. If you do not plan to develop this property you may request that the
permit be rescinded.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger.thorpe cancdenr.gov.
Sincerely,
r. r
=r Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
//
252.946.6481

WINFALL LANDING SUBDIVISION
THE TOWN OF WINFALL PEROUIMANS COUNTY NORTH CAROLINA
STORMWATER MANAGEMENT PLAN — SOILS REPORT
ENGINEER'S PROJECT NUMBER 936
JULY 27, 2007
PREFACE: The in situ soils at the Winfall Landing project site were evaluated by the
Engineer on June 27, 2006. Field measurements were taken to locate the approximate
center of the proposed wet detention basin. An excavator was employed, to dig a test pit
to facilitate the observation of the soil strata. The pit was dug to a depth of approximately
9'. After a short time the ground water elevation in the pit was approximately 3' below
grade. The soils from that point to the bottom of the pit were evaluated by observing the
characteristics of the bucket loads of material as they were deposited beside the test pit.
TEST PIT SOIL PROFILE
0-12" A horizon, black, clayey loam with fine roots
12"-36" light brown to orange clay/sand mix
36"-108" gray, saturated, silty sand
An elevation survey was conducted on June 18, 2007. The static ground water elevation
in the test pit was recorded to be 4.22'. This data was used to establish the wet detention
basin permanent pool elevation at 5.0'
,`,111 to 11///ICAR
, FNGINE-'* .t.
�''�RT J! STE`NPQ�•
PERFORMANCE ENGINEERING
8604 CARATOKE HIGHWAY 4
POWELLS POINT, NO 27968

RECEIVE®
SEP 2 6 2007
WINFALL LANDING SUBDIVISION DWQ-WARO
THE TOWN OF WINFALL PERQUIMANS COUNTY NORTH CAROLINA
STORMWATER MANAGEMENT PLAN — PROJECT NARRATIVE
ENGINEER'S PROJECT NUMBER 936
REVISED SEPTEMBER 24, 2007
Winfall Landing is a mixed residential and commercial subdivision proposed for a
15.28 acre tract located behind the Winfall Town Hall. The tract abuts a manmade canal
which is tributary to the Perquimans River directly beside the Norfolk Southern Railway
bridge. The waters of the Perquimans River are classified SC in this area. Therefore, the
design rainfall event is a one inch storm. The tract is currently partially clear; partially
sparse stands of trees and wild meadow type vegetation. Slopes on the tract range from
approximately 0.5% to 1.0%. There are no offsite areas that are tributary to this tract..The
in situ soils are comprised of loamy sands to sandy loams of the Bojac and Augusta series
as mapped in the U.S.D.A., Soil Conservation Service SOIL SURVEYOFPERQUIMANS
COUNTY, NORT11 CAROLINA. A test pit was dug on June 27, 2006 for inspection by the
.Engineer. The inspection of the test pit indicated that the "A" horizon and the horizon to
a depth of approximately 36" contain slightly more clayey soil than the reference survey
describes. However, below 36" the soils observed were very much in keeping with the
survey description. There are no Section 404 or Coastal wetlands present on the
subject tract.
The best management practice selected for this project is the treatment of stormwater
run-off by utilizing a wet detention basin. The basin will also serve as an aesthetic focal
point for the community, with sidewalks and home sites surrounding it. Stormwater
runoff will be conveyed to the detention basin via a combination of sheet flow and
roadside gutters. All runoff conveyance will be above ground. The basin is designed for
90% T.S.S. removal and is to be 7.0' deep in the main basin and in the forebay. The basin
is designed to accommodate 116% of the calculated runoff from the design storm event.
An orifice controlled discharge structure is included in the design which will release the
design storm runoff volume of 27,394 c.f. of water in 278 days. The design storm run-off
volume is calculated on the basis of 51.9% impervious coverage. Impervious coverage is
based on certain assumptions, specifically the coverage associated with the two
commercial parcels and the coverage associated with the 39 single family residential
home sites. The developers have five house styles designed. Each lot has a particular
house style associated with it. The lots have letter designations "A" through "E". These
letter designations are shown for each lot on Plan Sheet 8 of 8. Impervious coverage was
calculated by using the building footprint for each of the five house styles and adding a
conservative area for driveway and walkway to create a "typical" coverage plan for each
style house as set forth in the tabulation provided below. The coverage associated with
the commercial parcels is set at 70% which should be ample for any proposed venture
and which can be regulated by restrictive covenants. The seven multi -family (condos)
buildings have been evaluated for coverage by defining an envelope encompassing the
building, porches, driveways and parking area for each

Winfall Landing, Narrative, page 2 of 2, revised 9/24/07, p.n. 936
building. Multi -family buildings 5,6 & 7 are clustered because the parking and driveways
are contiguous for the three buildings. The number designations for the multi -family
buildings can be found on Plan Sheet 1 of 8. The following tabulations comprise the
234,068 s.f. impervious areas listed as 'other on -site" on Page 2 of 4 in the application
form.
Coverage for Single family detached homes is tabulated as follows:
TYPE A- 2,128 S.F. PER LOT X 10 LOTS = 21,280 S.F.
TYPE 13- 3,106 S.F. PER LOT X 3 LOTS = 9,318 S.F.
TYPE C- 2,582 S.F. PER LOT X 20 LOTS = 51,640 S.F.
TYPE D- 2,518 S.F. PER LOT X 2 LOTS = 5,036 S.F.
TYPE E- 2,527 S.F. PER LOT X 4 LOTS = 10,108 S.F.
TOTALS- 41 LOTS, 93,382 S.F.
Coverage for commercial parcels is tabulated as follows:
PARCEL #1, AREA = 22,717 S.F., 70% COVERAGE = 15,902 S.F.
PARCEL #2, AREA = 41,996 S.F., 70% COVERAGE = 29,397 S.F.
TOTAL COVERAGE FOR COMMERCIAL PARCELS = 45,299 S.F.
Coverage for multi -family buildings is tabulated as follows:
MF-1 8,418 S.F.
MF-2 8,418 S.F.
MF-3 14,023 S.F.
MF-4 13,932 S.F.
MF-5,6 & 7 41,432 S.F.
TOTAL FOR MULTI -FAMILY, 86,223 S.F.
ANTICIPATED TOTAL FOR RESIDENTIAL COMPONENT OF PROJECT = 228,904
S.F.
ADDITIONAL COVERAGE ADDED AS A CONTINGENCY = 5,164 S.F.
TOTAL FOR WET POND DESIGN = 234,068 S.F.

North Caroltna Secretary of State
http: //www. secretary. state. nc. us/coVorations/Corp. aspx?Pitemld=...
CORPORATIONS
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
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Date: 7/31 /2007
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Corporation Names
Name Name Type
INC winfall Legal
Developers, Inc.
Business Corporation Information
SOSID:
0924131
Status:
Current -Active
Date Formed:
6/22/2007
Citizenship:
Foreign
State of Inc.:
VA
Duration:
Perpetual
Registered Agent
Agent Name: Dorton, David R.
Registered Highwoods Tower One
Office Address: 3200 Beechleaf Court
Suite 500
Raleigh NC 27604
Registered
P.O. Drawer 19764
Mailing Address:
Raleigh NC 27619
Principal Office
215 Brooke Avenue Suite
Address:
D
Norfolk VA 23510
Principal Mailing P.O. Box 14025
Address: Norfolk CT 23518
1 of 2 7/31/2007 2:05 PM

.., .
Michael F. Easley, Governor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
/
Alan W. Klimek, P.E. Director
Division of Water Quality
June 12, zksNentures,
/
Outer B Inc.
Attn: M�Ri hard A. Brindle
3037 C,iree}�Road
Kitty Haw , NC 27949
Subject :// Stormwater r
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a
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for the sy:
the perm{
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SW79805301,
ofhWater,Quality issued a
t Hotel/Retail on Decer
13(h) of/15 A NCAC 2H .1C
all be submitted 180 days'
ee, wrich is currently set ,
nclosed renewal appt6atic
: is no longer needed, plea
ect; or are no longer the p
le/person or enti ll that is r
vhlch should b complete(
requires tha upon comple
iits a certifi aeon of comDI
the al:
ition.µ
I. Also
. This is to
flied plans, sl
dour permit n
;losed is a nc
with your rer
that failure I
t facility witl�
ip'appropriate
xx day.
any questions,
feel
o tal Stor ater Management'f'er Numger SW7980530
o 28, 199 .This permit expires o ecemb 28, 2008.
(the stor(nwaterrules) requires at appli tions for permit
for to the
expiration of a permi nd must a accompanied by a
5420.00. If this is still an actiy project p ase complete and
in a tiniely manner. If this oject has t been constructed
soyrit a request to ha v the permit escinded. If you hav
,nittge, please provide a name, m ling address and ne
r� responsible.for this ermit. End ed is a form for an(
n submitted if the rop'eity has anged hands.
I ,1
i of constructio and prior to eration of the ermitted
on be submitte to the Divisl from an a priate de gner
that the per • ed facility ha been installe in accord nce with
tions and s porting do cur entation. Ple se include copy of
request a processing f$$e. Enclosed 1 a copy of sample
ration an Maintenance ;(.4reement ti & should b completed
a valid,Dermit, are vio
It actin including the
to contact us at
AI Hodges
Surface Wall!
Washington
Enclosures
cc: Ouible & Associates
v,VVashington Regional Office
fication and the (
atie ns of NC eneral
a ,6essment f civil p(
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North Carolina Division of Water Quality Internet www.ncwaterqualitv.orre
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
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143-215.1 and
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In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective: covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility.
I, Sa acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure. ongoing compliance with State Stormwater
Management Permit NumberSl�l 1'Ib-IM , as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,.
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the
following:
6. The maximum built -upon area per lot, in square feet, is as listed below: SEE ArfR(HEDT 1501_4T1bi{
EVH16)T WO. I�
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the sy tem are not required to provide these additional measures.
XSignature; Date: zd d
I, �c tA. a Notary Public in the
State of w6t4 lorplinc� County of ha-C,
do hereby certify that ��hii � at C i personally appeared
before me this the _ day of St,oimlbu 20_]_, and acknowledge RVEC
the due execution of the foregoing instrument. Witness my hand and officlal,§p,al,
Signature U OTARy
My Commission expires ,r w
rt a. AUeI\G . V.
SEP 2 j 2007
WARD

EXHIBIT NO. i
WINFALL LANDING SUBDIVISION
THE TOWN OF WINFALL PERQUIMANS COUNTY NORTH CAROLINA
STORMWATER PERMIT NO. SW7070728 — RESTRICTIVE COVENANTS
The maximum built -upon area per lot, in square feet, is as listed below:
I. SINGLE FAMILY RESIDENTIAL
Type "A' ; lots 14,17-20, 24-28, ten lots total, 2,128 s.f. per lot
Type "B", lots 23, 30 & 38, three lots total, 3,106 s.i per lot
Type "C", lots 1-12, 31-37, twenty lots total, 2,582 s.f per lot
Type "D", lots 22 & 29, two lots total, 2,518 s.f. per lot
Type "E", lots 13, 15, 16 & 21, four lots total, 2,527 s.f. per lot
Note: 5,164 s.f. of impervious coverage is reserved as a contingency for use within the
single family residential lots.
II. MULTI -FAMILY
Multi -family parcel #1- 8,418 s.f.
Multi -family parcel #2- 8,418 s.f.
Multi -family parcel #3- 14,023 s.f.
Multi —family contiguous parcels #5, #6 and #7- 41,432 s.f. combined total
III. COMMERCIAL
Commercial parcel #I- 70% coverage, 15,902 s.f.
Commercial parcel #2- 70% coverage, 29,397 s.f.