SW7960418_HISTORICAL FILE_20060908

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
a22/oU90;L
YYYYMMDD

1 September 2006
NC Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
Attention William J. Moore, Environmental Engineer
Dear Mr. Moore:
Attached are the legal documents as required by your letter dated 25 July 2006.
Item 3 has been completed. We offer for your consideration the following information
pertaining to Item 4 that states, "provide copies/information regarding maintenance
records". At this time we have no written record per se pertaining to maintenance records.
We do by board policy, however, have a ground/maintenance committee. One of its
responsibilities has been to assess the working condition of the holding basins. The grass
within the basins and its banks is mowed on a weekly contractual basis. Debris is removed
when observed and in three cases erosion has been stabilized when observed.
It would please the association if the above account were acceptable as compliance with
Item 4. In the future, we will have DWQ guidelines as a basis for inspection and
evaluation.
We do request that you meet with us in the near future to help us better understand the
guidelines, discuss financial fees, and help establish a "benchmark" regarding basin depth.
Thank you for your consideration to the above.
Sincerely,
0.Z4L-&n
Steve Gravely, President
The Willows Townhome Association
252-946-1378
Norman Bradford, Director
The Willows Townhome Association
252-946-6894
SEP 0 a 2006

I August 2006
NC Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
Attention William J. Moore, Environmental Engineer
Dear Mr. Moore:
Pursuant to your letter dated 25 July 2006, the Board of Directors of the
Willows Town Home Owners Association wishes to comply with the items as
noted in your letter.
As of this writing, however, the Board of Directors of the Association finds
that Items 1, 2, 3, and 4 are not in our possession. Therefore, we cannot
complete the renewal request at this time and must request an extension.
Your letter and the Storm Water Management Permit Application forms have
been forwarded to Mr. Ralph Dramstad, developer of the Willows Town
Homes.
As soon as we are in possession of the required documents, as noted in your
letter, we will take steps to be in compliance with future inspections. In
order to have a better understanding of the Division of Water Quality's
expectations and requirements, the Board of Directors would like to meet
with you in the near future. We will contact your office for an
appointment.
Thank you for your consideration of the extension.
Sincerely,
aL
Steve Gravely, President
The Willows Townhome Associ ion
252-946-1378

Wp,rF P , SW/4C/6/ Michael F. Easley, Governor
�OG ! +' `William G. Ross, Jr., Secretary
a7 P rl,j,,�North'CarolinaDepartm e t of vironment and Natural Resources
Alan W. Klimek, P.E. Director
> 1� 0�e•r/64
Division of WNat�eLr�QuEWED
SURFACE WATER 'TECTION SECTION
COASTAL STORMWATER PERMIT NEWAL APPLICATION FORM JUN - 6 "2006
I. CURRENT PERMIT INFORMATION: DWQ_WARO
1. Stormwater Management Permit Number:
2. Permit Holder's name: Vi'llouis u one dw.•lcf2s
3. Signing official's name: Title: Plus r ...W -T H a H
(person legally responsible for permit)
4. Mailing address: yid Cr1 % s City:_ tcil�s •u �� _
State: A), CZipCode: 2-78$ Phone: ?Y1- 137 2, FAX:
(Area Code and Number) (Area Code and Number)
5. Project Name: W i 11.owS --rd w.J 0L.weae.S 4-1s0
6. ' Location of Project: (street address) ,- U_)S_=12 v. i u 6TVI
;+
7. Directions to Project (from nearest major intersection) (�o evesc e rC (� a2b 57- A-OAD
1y(f 1 iJ t�V �4'S lit f /J 0 4✓ , /l� , C_.
II. PERMIT INFORMATION
n
1'. Specify the type of stormwater treatment (wet pond, infiltration, etc.):
?. List any changes (from project that was originally approved, attach additional pages if
3. Do you have a copy of the original Operation and Maintenance Agreement? YesxNo
Applicant's Certification:
r�rzrs%p �tYJ -
1, (print) r`e u /� Vora certify that the information included on this
permit renewal application, is to the 6est of my knowledge, correct and complete.
Signature:
Submit this completed form along with an application fee of $420.00 and a copy of the
designer's certification to the address listed below.
.North Carolina Division of Water Quality 943 Washington Square Mail Phone [phone] Customer Service i-877-62M748 One
Washington Regional Office Washington, NC 27889 FAX [phone] Internet: h2e enr.state.nc.us NlorthCarohna
An Equal Opportunity/Affirmative Action E_mpiayer - 50010 Recycled710% Post Consumer Paper dlVatura1111

hGdsad F, Fisky, Governor
WATE9Q
�O G
May 3, 2006
Dramstad Development
Attn: Mr. Ralph Dramstad
PO Box10
Washington, NC 27889
Subject PERMIT RENEWAL
Stormwater Permit No. SW 7960418
The Willows
Beaufort
Dear Ralph Dramstad,
William G_ Ross Jr- Sewn
North Carolina Departmerd of Fmvvv®enI and Natural Resoumes
Alan W. }limrY. P.E. D rwtor
Division of Warr Quality
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW 7960418
to Dramstad Development for The Willows on 7/4/1996. This permit expires on 7/5/2006. Section
_1003(h) of 15 A NCAC 2H .1000 (the stomnvafer rules) requires that applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. However, if your permit has already expired, you
need to send in your application for renewal as soon as possble. If this is still an active project please
complete and submit the enclosed renewal application in a timely manner. tf this project has not been
constructed and a permit is no longer needed, please submit a request to have the permit rescinded. If
you have sold the project, or are no longer the permittee, please provide the name, mailing address
and phone number of the person or entity that is now responsible for this permit Enclosed is a form for
change of ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment unfits a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification.
You should be aware that failure to provide the Designer's Certification and the operation of a
sormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in, appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day-
tf you have any questions, please feel free to contact me or a member of the coastal stommwater staff with
DWQ at 252-946-6481.
Si
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Jarvis Associates
Washington Regional Office
North Carolina Division of Water(Nsiity Intamet a u�s'.n.uat puali*. '.ors
Qle
943 Washington Squat Mall Phow (2S2) 94G-5481 NofthC ii Vfina
Washington, NC 27M Fax [phone] vV turI lly

Michael F. Easley, Governor toc'lq')
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 25, 2006
Willows Townhome Owners Association
Attn: Mr. Steve Gravely
400 Willows Court
Washington, NC 27889
Subject: Stormwater Permit SW7960418
Willows Court
Beaufort County
Dear Mr. Gravely:
Alan W. Klimek, P.E. Director
Division of Water Quality
This office received your request to renew the existing stormwater permit for Willows Court
located at Washington, NC. I reviewed your request, along with our stormwater files, and plan to conduct
a site visit in the near future. In order to complete the renewal request, and before the permit can be
renewed, the following items must be addressed:
1) Provide legal documentation of transfer of ownership.
2) Provide a copy of recorded deed restrictions.
3) Operation & Maintenance is not signed & does not reflect Willows Townhome Owners
Association as responsible party; You may complete page 3 of enclosed Infiltration Basin
Supplement Sheet to meet this requirement.
4) Provide copies/information regarding maintenance records.
The above requested information must be received in this office prior to August 25, 2006, or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee, If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
If you have questions, please feel free to contact me at [phone].
Sincerely,
William J. Moore
Environmental Engineer
Washington Regional Office
cc: City of Washington Planning/Inspections
Washington Regional Office
Nose Caro
)Vatura,
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Smice
Internet: h2o.enr,state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative'Action Employer — 50°% Recycled110°% Post Consumer Paper

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name:
Contact Person:
This worksheet applies to: Basin No.
(as Identified on plans)
Phone Number: ( ) _
in Drainage Area
(from Form SWU-101)
11. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
T
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
in/hr or cf/lu/sf (circle appropriate units)
fmsl (Seasonal High Water Table elevation)
inch (1.3 inch event for SA waters, 1 inch event for others)
c.f.
days
fmsl
fmsl
fmsl
ft. = sq. ft. (bottom dimensions)
0
Form S WU-103 Rev 3.99 Page I of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements- per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February, 1999) and Administrative Code
Section. 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design 'requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located'50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV, INFILTRATION BASIN'OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover,- mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.). .
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings'can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above, I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:
Address:
Phone: Date;
Signature:
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president,
I, , a Notary Public for the State of J County of
do hereby certify that personally appeared before me this
day of and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL
My commission expires
Form SWU-103 Rev 3.99 Page 3 of 3

ex 113 7 Pa 7 G 4
PRKPARW 13Y.
1100POW HOLSCIUM, nUMCISM
18=. P. A.. Attqroey. at La.
320 North Market Street
P at
on 0 fice Pox 1747
$fa= an 11C 27809
Telephone- J2531 946-3122
STATE OF NORTH CAROLINA
COUNTY -.OF BEAUFORT
THis DEED, made and entered into this the 19h day of May,
1999, by DRANSTAD DEVELOPMENT,-INC.,-a North Carolina Corporation,
Grantor, to THE WILLOWS TOMMOME OWNERS ASSOCIATION, INC., a North
Carolina corporation, Grantee, whose address is: Post Office Box
10, Washington NC 27889;
WI T N E S 9 R T Hs'
That the 'Grantor, in consideration of the sum of Ten and
no/100 Dollars ($10,00) and ,other good and valuable considera-
tions, -to it.,paid by the . Grantee,.:the receipt whereof is acknow-
ledged,. has, given,.•, granted," bargained,' sold and -does hereby convey
unto the Grantee,.its heirs, -successors and assigns, that certain
.tract or parcel of -land lying and being in the City of Washington,
Beaufort County, North. Carolina, more particularly described as
follows:'%'
ALL THAT PROPERTY shown an the FM Plat Phase 2 Map 2 of The Willows, by Jarvis
Associates, P-&-, recorded in Plat Cabinet P, Slide 40-8 of the Beaufort Cmuaty Registry. Refamoe
is made to. said map and the same is incorporated herein for a mom complex and adequate
description.
SAV114C AND EXCEPTING, HOWEVER, THEREFROM, all these portions of said property
clearly defined u Lots and contained in Bloclat D and E as shown on the survey referred to above.
t TO HAVEAND To HOLD the same, together with all and singular,
-lot ticl.04.. .
.N C,-JCD & Pl;,ZK- P.A. the. rights, ; ways, privileges and appurtenances thereto belonging
it or anywise appertaining unto the said Grantee, its successors and
assigns, 'in. f ce simple.,.. but., subject',to the following:
BEAUFORT ell XTY
LR - FORM
FORD
17xd �R—r4 Official Date

OK1137FIG 765
it
i! 1. All easements, setback lines and restrictions as shown
c
on that certain map of Jarvis Associates, P.A., dated November 6,
'E
!` 1998, recorded in Plat Cabinet F, Slide 40-$ of the Beaufort
i
County Registry.
i 2. The property herein conveyed is for the " Common Area"
only, as the same is described in that Declaration of Covenants, '
Conditions and Restrictions,'dated July 10, 1996, recorded in Book '
1051, Page 842, in the office of the Register of Deeds of Beaufort
f -
County, and the same Grantee herein shall hold and use the
1J1 property in accordance with the terms and conditions of said
jDeclaration of Covenants, Conditions and Restrictions herein
iireferred, to..=-,.__r.......�w�;. -
3. 1999 BeaufortJCounty Ad Valorem taxes.
�i 4. Non-compliance with any local, county, state or federal
};governmental laws, ordinances or regulationsrelativeto zoning,
IE subdivision, occupancy, use, construction or the development of
the subject property.
5..:, :,_That certain Deed . of . Trust dated July, 10, 1996 to J.
Dorson White, Jr.,' Trustee .(see substitution of Matthew J. Byrne
as Trustee).,for-the'East Carolina' Bank,' recorded in Book 1051, i
Page 834, Beaufort County.Registry.
The, Grantor, covenants. with the -Grantee that it is seized in
fee simple of the above described property and has good right and #`
t.
title to convey the,."same;, that the same is free and clear of all
AODM •t N. NOLGCNLA.-
FRANCI5C.7 & PCCA, P.h.li
liens and encumbrances, .`except those things and matters above set ,
,w�6N,�GGS1. nC i forth, and that, subject thereto, it will forever warrant and
la a:• "+r..a.:: li .
d IF d th t'tl I. the ame a ainst all lawful claims and
e en s g
_ ',:ilr•:`I.:7:rsCC:aC'��`��:.}i?:�^'g'.`}='ii I.k'1f_i�? r,--��' .4 .

6K1137-Pc766
i.demands.
IN WITNESS WHEREOF, DRAMSTAD DEVELOPMENT, INC., a North
I
Carolina corporation, has caused this instrument to be executed in
its corporate name by its President, attested by its Secretary, ~ti
and its corporate seal. to be hereto affixed, all by authority of .
i
its Board of Directors first. duly given, this the day and year; "
first above written,
DRAMSTAD DEVELOPMENT, INC.
.a°. -
rs'..0 c(C9rporate seal)
By: (Seal)
' y RAL H DRAMSTAD, President
` y r-,AxTEST
r `• i
DRAMSTAD, Secretary i
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT i
�. I; � "< -aNotary Public of the .State and
Z. County atbresaid,.certi y that JbANNE DRAMSTAD personally appeared
f before 'me " this day ' and acknowledged 'that she is Secretary of ': \
DRAMSTAD DEVELOPMENT, INC.,-and that. by authority duly given and )
as"the'act-of the'corporation, the foregoing instrument was signed !
in its name by its President,,.sealed.'with.its ,corporate seal and ; -
attested by herself as its' Secretary'..
WITNESS my hand and official seal, this the 19h day of May, j
1999.
PUBLIC
fiv:commission expires:
R.NCISCO,
l �A
RTTOPAi?I:A ICI', .. .. ..
., saac,c row. xc `needs, 4CA.= to hos 4 eCF/hw 5
North Carolina
"•_ "'"' Beaufort County i•
ki The foregoing Certificate of
`� - fI ,.�0'^r10o � • Chi �'''
! far� nPublic/Notaries Public i.s a cert, ed to bo correct
Phis `t day"of•__., 1 at
D. Jennifer Leet£ By
!I Register of Deeds N. -LOIN,t/Deputy Re ter of Deeds !

.r
RODMAN. HOLSWeR.
•RANCISCO a PECK. P.A.
ATT0a - AT LAW
h e. a0A 1717
WAiXINPTON. XG
fseil N0.1:ii
BEAUFORT COU
1.R - FORMIM91
AV
Land Record!
ex1128PC505
PREPARED Hy,
RODMRM, rrmSCHEr, FRAMCiSC0
PECK, P. A., ACtorneya at r6w
330 Nortb Market Street
Pont OMce B= 1747
'=irgton NC 27a69
Taleplaoere: (75�Y 945-3173
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
THIS DEED, made and entered into this the _.fa! day of
6YIr-v y -
Ja fir, 1999, by DRAMSTAD DEVELOPMEN'P, INC., a North Carolina
Corporation, Grantor, to THE WILLOWS TOWNHOME OWNERS ASSOCIATION,
INC., a North Carolina corporation, Grantee, whose address is:
Post Office Box 10, Washington NC 27889;
W I T N E S S'E T H:
That the Grantor, in consideration of the sum of Ten and
jno/100 Dollars ($10.00) and other good and valuable considera-
tions to it paid by the Grantee, the receipt whereof is acknow-
ledged, has given, granted, bargained, sold and does hereby convey!
unto the Grantee, its heirs, successors and assigns, that certain
tract or parcel of land lying and being in the City of Washington,
Beaufort County, North Carolina, more particularly described as
follows:
ALL THAT PROPERTY shown on the Final Plat Phase 2 Map I of The Willows, by Jarvis
Associates, P.A., recorded in Plat Cabinet F, Slide 24-7 of the Beaufort County Registry. Reference
is made to said map and the same is incorporated herein for a more complete and adequate
desc iptiom
SAVING AND EXCEFMG, HOWEVER, THEREFROM, all those portions of said property
clearly defined as Lots and contained in Block F and G as shown an the survey mfeacd to above.
TO HAVE AND TO HOLD the same, together with all and singular,
the rights, ways, privileges and appurtenances thereto be
or anywise appertaining unto the said Grantee, its successors and
assigns, in fee simple, but subject to the following:
IANNDD�R 'Zb:,
R %--
Official Date
A

M
DMAN. !loLSCHER.
4CiSCo a PECK. P.A
.r rams]*! •r [,
b:
BK1128PG5a6
1. All easements, setback lines and restrictions as shown
on that certain map of Jarvis Associates, P.A_, dated May 13,
1998, recorded in Plat Cabinet- F, Slide 24-7 of the Beaufort -
County Registry.
2. The property herein conveyed is for the " Common Area"
only, as the same is described in that Declaration of Covenants,
Conditions and Restrictions, dated July 10, 1996, recorded in Book
1051, Page 842, and dated the liet day of -a S M A Rr , 1999,
recorded in Book 11A-'K , Page 5�t , in the office of the
Register of Deeds of Beaufort County, and the same Grantee herein
shall hold and use the property in accordance with the terms and
i
conditions of said Declaration of Covenants, Conditions and
Restrictions herein referred to.
3. 1999 Beaufort County Ad Valorem taxes.
4_ Non-compliance with any local, county, state or federal
governmental laws, ordinances or regulations relative to zoning,
subdivision, occupancy, use, construction or the development of
the subject property.
4. That certain Deed of Trust dated July 10, 1996 to J.
Dorson White, Jr., Trustee (see Substitution of Matthew J. Byrne
as Trustee) for the East Carolina Bank, recorded in Book 1051,
Page 834, Beaufort County Registry.
i
The Grantor covenants with the Grantee that it is seized in
fee simple of the above described property and has good right and
title to convey the same; that the same is free and clear of all
liens and encumbrances, except those things and matters above set
forth, and that, subject thereto, it will forever warrant and
S Fs'
GA 7:
K

............
BK 2 8 Pc 5 0 7
defend the title to the same against all lawful claims and
demands.
INWITNESS WHEREOF, DRAMSTAD DEVELOPMENT, INC.. a North
Carolina corporation, has caused this instrument to be executed in
its corporate name by its President, attested by its Secretary,
and its corporate seal to be hereto affixed, all by authority of
its Board of Directors first duly given, this the day and year
first above written.
DRAMSTAD DEVELOPMENT, INC.
cmrporate seal)
By. Q'A� 1�' �3z'p {Seal)
R:ALAh DRAMSTAD, President
'A'f.T-EST.
a2,1
ANNE DRAMSTAD, Secretary
NORTH CAROLINA
STATE OF NORTH CAROLINA
COUNTY OF BEA
I
a Notary Public of the State and
County d certify h
County o es id certif that JOANNE DRAMSTAD personally appeared
y Y
t f t L767
_for t; _y
befor m this day and acknowledged that she is Secretary of
ow dg.
�
D M P n I that
TAD DEVELOPMENT, INC., and that by authority duly given and
s t
as he ct of the corporation, the foregoing instrument was signed
60�
Pre .t,
in name by its President, sealed with its corporate seal and
attested by herself as its Secretary.
WITNESS my hand and official seal this th of
1999.
--,kr
0 Y( PhBLIC
0
ROOMAN. NOt.SCHUTt.
my C lesion expire
FRANCISCO & PFCX, P.A.
ATTORNEY: AT LAW
0.
-,North rolina
",.-Beaufort county
rd-� 2-rnaft , 1-R-sforesoing Certificate of
7
Rotary Public/NotoriU Public is
s are ce �tlf rreat
�.Thlft - La day of at 0'r-loc
�tobe
b. JO-nnifer Leggett -BY
Register of Deeds Put7 Re i.t.
AoNt/Deputy Register of no.v
-V

State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
May 29, 1996
Dramstad Development
Attn: Mr. Ralph Dramstad
P.O. Box 10
Washington, NC 27889
Subject: Application No. SW7960418
The Willows Townhomes
Beaufort County
Dear Mr. Dramstad:
The Washington Regional Office acknowledges receipt of your
permit application and supporting information on April 19, 1996.
This application has been assigned the number listed above.
A preliminary review of your project has been completed. The
following additional information is needed before a permit can be
issued:
- stormwater runoff calculations for entire site
- estimated infiltration rates and drawdown calculations
- retention basin cross -sections and details
- operation and maintenance agreement
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact me at [phone],
extension 264.
Sincere-iy,
Gf/ oe
,
Will�J.Me
Environmental Engineer
Washington Regional Office
cc: Jarvis Associates
v ashington Regional Office
1424 Carolina Avenue, Washington, NC 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

Project Name 7&- lle&�' S Permit No
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Comments:
Does the plan show the proposed contours, spot elevations, and finished floor
elevations (if applicable)?
Is the Mean High Water Line shown on the plans, if applicable?
Is the amount of the BUA in accord with the approved plans? Check
dimensions of buildings, parking, sidewalks, roads, etc.
Is the location of the BUA in accord with the approved plan?
Is the grading -of the BUPA iryaccord with the approved plan?
Local Jurisdiction? EU4��rd,
Name, mailing address & phone mber o permittee, developer or current
owner?
Do we have a copy of the recorded Deed restrictions with all required
statements?
Is there any additional BUA not shown on the approved plan?
Is the Drainage Area to each system per the approved plans?
Is there any off -site drainage that has not been accounted for?
Is the surface area per the approved plans (approx)
Has a Vegetated Filter been provided at the outlet and is it stabilized with
grass?
Are the Inlets located per the approved plans?
What is the condition of the vegetation?
Is there a Bypass structure with trash rack and weir, and is it located per the
approved plans?
Has the required depth been provided? (Approx.)
Is the overflow invert elevation per the approved plans?
Has the Designer's Certification been submitted?
Has a Level spreader mechanism been provided within the basin? (Projects
permitted prior to September 1995, will not have a spreader. Not needed for
trench).
If monitoring wells were required, have they been provided?
If it has been 5 days or more without rain, is the infiltration basin dry, or in the
case of a trench system is the water level in the catch basins at or below the
pipe invert?
Has a water sample been taken at the outlet?
What is the soil type? (From County Soils Maps)
The name of the company that prepared the plans?
Are there any violations?
Previously inspected?
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SHEETS 5 SQUARE
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Ed Karnowski
"KNOW YOUR SOILS 924 Isabella Avenue
BEFORE YOU BUY OR BUILD"
Washington, North Carolina 27889
REGISTERED CERTIFIED PROFESSIONAL SOIL SCIENTIST - NC No. 4
March 14, 1996
Jarvis Associates, PA
211 N. Market St.
Washington, N.C. 27889
Telephone
(919) 946.W9
The purpose of my visit to the former Eureka lumber company's
property at the corner of West 3rd. street and Hackney Ave.,.
Washington, N.C. was to examine and evalute the soils for sea-
sonal high water table and the hydralic conductivity (permea-
bility) of the subsoil.
Four different deep soil borings of 105 inches were made. The
soil profile descriptions and location follows:
South east corner of the property. Also flagged as "Proposed
No. 1 retention pond".
00-06" Dark brown 10YR 4/3, loamy sand with black coal and
burned wood, few small gravel size rocks,
06-10" Dark brown 7.5YR 4/4, loamy sand mixed with coal and
burned wood, granular structure, very friable.
10-23" Strong brown 7.5YR,5/8, loamy sand, granular structure,
very friable.
23-52" Reddish yellow 7.5YR 6/8, loamy sand, granular structure,
very friable.
52-84" Yellow 2.5YR 6/6, sand, single grain structure, very
friable.
84-105" Yellow 2.5YR 6/6, sand, mottled with few, fine size
pink 7.5YR 8/4 and reddish yellow 7.5YR 6/8, single
grain structure, very friable.

-2-
South west corner of property flagged as "No.2 proposed retention
pond".
00-16" Black 10YR 3/1, loamy sand with small and medium size
fragments of crushed bricks and cement blocks, etc.
(fill material).
16-19" "Dark brown 10YR 3/3, loamy sand, granular structure,
very friable.
19-26" Brown 10YR 5/3, loamy sand, granular structure, very
friable.
26-34" Yellow 10YR 7/6, loamy sand, granular structure, very
friable.
34-48" Dark yellowish brown 10YR 3/4, loamy sand, granular
structure, very friable.
48-60" Brownish yellow 10YR 6/6, loamy sand, granular structure,
very friable.
60-85" Yellow 10YR 8/8, sand, single grain structure, very
friable.
85-105"Yellow 10YR 8/8, sand, mottled with few, fine size white
10YR 8/1 uncoated sand grains due to excessively drain-
age and not due to lack of drainage.
West side of area flagged as "No. 3 proposed retention pond".
00-05" Yellowish red 5YR 5/8, loamy sand mixed with small
and medium size gravel and rock fragments. Very con-
pacted due to traffic use.
05-14" Dark brown 10YR 4/3 and brownish yellow 10YR 6/8,
mixed loamy sand.
14-17" Brownish yellow 10YR 6/8, loamy sand, granular
structure, very friable.
17-23" Yellowish red 5YR 5/8, sandy loam, granular structure.
very friable.

-3-
23-30" Yellow 10YR 7/8, loamy sand, granular structure, very
friable.
30-39" Yellow 10YR 8/6, loamy sand, granular structure, very
friable.
39-48" Yellowish red 5YR 5/8, loamy sand, granular structure,
very friable.
48-56" Yellow 2.5YR 7/8, loamy sand, granular structure,
very friable.
56-65" Pale yellow 2.5YR 8/4, loamy sand, granular structure,
very friable.
65-74" Pale yellow 2.5YR 8/4, loamy sand, mottled with few,
fine size white 2.5YR 8/2 uncoated sand grains due to
excessively drainage and not due to lack of drainage,
granular structure, very friable.
74-85" White 2.5YR 8/2, uncoated sand grains, single grain
structure, very friable.
85-105" Yellow 2.5YR 8/6, sand mottled with few, fine size
white 2.5YR 8/2, uncoated sand grains, single grain
structure, very friable.
East side of area flagged as "No.3 proposed retention pond".
00-04" Yellowish red 5YR 5/8, sandy loam fill material.
04-12" Black 5YR 3/2, loamy sand fill material.
12-19" Dark grayish brown 10YR 4/2, loamy sand, granular
structure, very friable (original topsoil).
19-26" Yellow 10YR 7/6, loamy sand, granular structure,
very friable.
26-36" Reddish yellow 7.5YR 7/6, sandy loam, granular
structure, very friable.

-4-
36-53" Yellowish red 5YR 5/8, sandy clay loam, weak angular
blocky structure, friable.
53-71" Brownish yellow 10YR 6/8, loamy sand, granular structure,
very friable.
71-85" Yellow IOYR 7/8, loamy sand, mottled with few, fine
size very pale brown 10YR 8/3, granular structure,
very friable.
85-105" Yellow 10YR 8/8, sand, single grain structure,
very friable.
FINDINGS and RECOMMENDATIONS: The areas were the three proposed
retention ponds are to be located have a loamy sand subsoil
and sand in the very lower part of the soil profile. The per-
meability for the following texture groups are:
sand- - - - - - - -6.3 to 20.0 inches per hour
loamy sand - - - - 6.3 to 20.Oinches per hour.
sandy loam - - - - 0.63 to 2.0 inches per hour.
sandy clay loam- - 0.63 to 2.0 inches per hour.
The first three feet of the soil profile can be disregarded
as to the soil texture because it will be removed during the
excavation. By doing so, the fill material will be moved. The
soil texture in the fourth boring has a sandy clay loam horizon
from 36 to 53 inches from the surface. The sandy clay loam layer
should not cause any problem because the permeability rate ranges
from 0.63 to 2.0 inches per hour.
The depth on all three proposed retention ponds can be excavated
to 76 inches and still have a 2-foot seperation from the high
water table.
Ed Kar owski
Soil Scientist

I.
DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION��
GENERAL INFORMATIO 4100
. �-`
1. Project Name: w S
re
2. Project Location: ss) Corrw-r dT 3r� k.
3. Owner's Name: L QyY � IJ��IP �bf� Q.W� Phone: C.1ot C4C,1 ti2IZ
4. Mailing Address: PO .k
City Wash", r--!) i p State l C Zip
5. Application Date: 3 2-1 - q cp Fee Submitted: �'
7. Nearest Receiving Stream: Class: q
8. Project Description: -7-0 WY-\SY V
- m& �iz4
II . PERMIT INFORMATION � � 1 155 Na-w b A/96
1. Permit No. (will be completed by DEM) : �W 714 l J, ,_..... _V
2. Permit Type: ✓ New Renewal
3. Project Type:
Modification (existing permit no.)
Low Density
V Infiltration
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
, Sediment/Erosion Control CAMA Major
III. PROJECT BUILT UPON AREA
Detention
Other
404 Permit
Drainage Drainage
Basin Basin Breakdown of Impervious Areas
Classification Buildings 5ZZ -] z-7-Q-z 1,30 AC
Allowable Impervious Roads y �QZ(p 3 (.?J ] AC -
Total Project Area -78 Parking
�Lt) IXr i $- D
Proposed Impervious 2 � Other �—���. '�2G��+
$ Impervious Area n ,%, Totals 115-L ,q5'3 4 �2� i ��

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IV. STORMWATER TREATMENT (Describe how runoff will be treated):
Av -�v 1 c � 3 be si nS-kf©v4-, l� r v, �sse.o� s�S .
�'I • 31 . t�k.� �. i 4�, 3T;11 -1� .� 3" SV
V . DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the state, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
e print name clearly
certify that the
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the belovi named person or firm to submit etormwater plans on my
behalf. _ �\
r/Authorized Aqent signature and Title
AUTHORIZED AGENT
la
Date
Person or Firm Name: 7�SA(13JA5 55pt\ AT, A _
Mailing Address: —iy (,kW--�
City W state �.� zip C7 8((
Phone:
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-

ATTACHMENT A
LOW DENSITY PROJECTS
GENERAL SUBMITTAL REQUIREMENTS
1. A completed coastal stormwater permit application.
2. Two sets of plans showing north arrow, scale, revision date,
property/project boundaries clearly marked, contours, drainage basins, mean
high water line, wetlands, easements, a minimum 30' buffer between surface
waters and proposed impervious areas, and road cross -sections.
3. Calculations of the built -upon area. For subdivisions, please show the
methodology for arriving at the per lot built -upon area. For non -
subdivision projects, break down the calculation into buildings, roads,
parking and other (include all impervious areas).
4. Low Density projects with curb and gutter will require:
- drainage basins and swale locations delineated on plans
-.detail of swales (minimum 100 l.f. and 5:i side slopes)
- velocity calculations
- inlet -outlet elevations
-'type of grass cover
DEED RESTRICTION REQUIREMENTS
NOTES:
The following items must be included for all low density projects:
No more than square feet of any lot, including that portion of
the right-of-way between the edge of pavement and the front'lot line, shall
be covered by impervious structures, including asphalt, gravel, concrete,
brick, stone, slate or similar material, not including wood decking or the
water surface of swimming pools. This covenant is intended to ensure
compliance with the stormwater permit issued by the State of North Carolina.
The covenant may not be changed or deleted without the consent of the State.
1. If lot sizes vary significantly, owner should provide attachment with lot
number, size and allowable impervious area for each lot.
2. No one may fill in or pipe any roadside swales or lot line swales, except
as necessary to provide a driveway crossing.
3. For curb and gutter projects, no one may pipe, fill in or alter any lot line
swale used to meet North Carolina Stormwater Permit requirements.

IV. INFILTRATION BASIN'OPERATION AND MAINTENANCE AGREEMENT
l . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the,pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required "water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.). .
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings'can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. if the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
1 acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: -Thy -Willows Tow'nhome Ownerq As�, Tn(-
Address: 4010 Wil1lows Court Washington, NC 27889 ;
Phone: [phone] Date: 4 S6ptember 2006
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
a Notary Public for a State of County of
do hereby certify that21�1 personally appeared before me this
day of( , and acknowledge the due execution of the forgoij infiltration basin maintenance requirements.
Witness my land and official seal,
t
My commission expires
Form Swu-103 Rev 3.99 Page 3 of 3 SEP O• 8 2006
DWQ-WAR®

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JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS -PLANNERS -SURVEYORS
211 NORTH MARKET STREET, SUITE 202 - WASI IINGTON, NOR'n I CAROLINA 27989
TE'LT:PI IONS [phone] / FAX [phone]
April 10, 1996
Mr. Bill Moore
North Carolina Department of
Environmental Health and Natural Resources
RE: Willows Infiltration System
Southwest corner of 3rd St. and Hackney Ave.
Dear Mr. Moore:
Four deep soil borings were taken at site specific locations for the proposed
infiltration (retention) facilities. The purpose of these borings was to evaluate the
seasonal high water table and the hydraulic conductivity in the exact location of each of
our proposed facilities. The seasonal high water table was encountered at 100 inches
deep at each of the locations. The soils report is attached for more detail. All three of
the facilities will treat in excess of 1.5 inches of rain for the areas they serve. (See
calculations) Most of the water will be treated in the long grassed swales that flow to the
infiltration ponds because the velocity is a less than scouring velocity. This slow velocity
was obtained with a 0.2% slope. As seen in the cross sections of each infiltration pond,
the slopes are very gradual providing a large surface area for the water to infiltrate. The
nearest drainage basin is the Pamlico River which is a SC drainage basin. It is located
approximately 1500 to 2000 feet from the Willows project.
Stormwater will go to one of the three basins. The site is divided into 3 areas
where facility number 1 retains stormwater from the southeast quadrant of the property.
Facility number 2 retains stormwater from the southwest quadrant of the property.
Facility number 3 serves the northern half of the site. For stormwater that is in excess of
the design amounts, retention facility # 1 overflows (see detail) into retention facility # 2
through long grassed swales. Likewise, retention facility # 2 overflows (see detail) into
facility # 3 through long swales. Retention facility # 3 then overflows (see detail) into
another grassed Swale for further treatment. With the long swales and large surface areas
and the hydraulic conductivity of the soils in specific locations it is reasonable to assume
that the site will infiltrate the stormwater within the required five days.
Please contact me if I can help you in any way or if you have any questions. Also,
thank you for the time you spent with me regarding this project. I hope our time spent
will expedite the permitting process.
Si91�—
Charlie Manning, EIT
Jarvis Associates, P.A.
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