SW8970144_HISTORICAL FILE_20100421

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

J
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
SOS I D: 0390442
Date Filed: 4/21/2010 9:20.00 AM
Elaine F. Marshall
North Carolina Secretary of State
C201007700408
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is:
Entity Type: []Corporation. []Foreign Corporation, [Nonprofit Corporation, ❑Foreign Nonprofit Corporation,
[]Limited Liability Company, ❑Foreign Limited Liability Company ❑Limited Partnership, ❑Foreign Limited Partnership,
❑Limited Liability Partnership, ❑Foreign Limited Liability Partnership
The street address and c office of the entity's registered ofce currently on file is:
Number and Street: 6 oo " I �Q,, rxl /lam Sy jr� �
City, State, Zip Code: 21,e (,aryl r /Y (� 2-770-57 County:
The mailing address if different from the street address of the registered office currently on file is:
The name of the current registered agent is: /UJ / n t✓/
NEW INFORMATION
i. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: vt Z17) => • /"'/_' --y7YCG7
City, State, Zip Code-7Z;) '!1t/IaJ n-1�G�a?P a` County: Q/IOY2t-
2. The mailing address if differentfrom the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed)
or Print Name oJ'New Agent ty" I ' VignaijOe &
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the a ` day of SC.,t t 20 \iJ. L 0AX--, 4-r LAASp
nrity Name
Signat¢tr
ox
—4-7'ype or Print Name and Title
Notes: Filing tee is S5.00. This document must be tiled with the Secretary or State.
` Instead ol'signing here, the new registered agent may sits a separate written consent to the appointment, which most be attached to this statement.
CORPORATIONS DIVISION P. O. SOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

C201020300036
SOS1D: 0390442
-7 Date Filed: 7/23/2010 8:56:00 AM
' Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C201020300036
Department of the Secretary of State
NONPROFIT CORPORATION'S DESIGNATION OF PRINCIPAL OFFICE ADDRESS
Pursuant to §55A-16-23(a) of the General Statutes of North Carolina, the undersigned nonprofit corporation does hereby submit the
following for the purpose of designating its principal office address.
I . The name of the corporation is: The Lakes at Johnson Farms, Inc.
2. (Check only If applicable.) X The street address of the principal office is not currently on file with the Secretary of State.
3. (Check only ifapplicable.) The mailing address of the principal office is not currently on file with the Secretary of State.
4. The street address and county of the designated principal office of the corporation is:
Number and Street: 2502 South 17th Street
City, State, Zip Code: Wilmington. NC 26401 County. New Hanover
5. The mailing address !f dWereni from the street address of the designated principal off ice is:
Please update mailing address on file to the one above.
This designation will be effective upon filing, unless a later date and/or time is specified:
The I.akes at Johnson Farms, Inc.
Name of Corpor tian
fpz
4U"n/
Signature
isC4.Q. P
Type o;;Phn1hQne and Title
NOTES:
1. Filing fee is $5. This designation and one exact or conformed copy of it must be filed with the Secretary of State.
(Revised January 2000) (Form N•11)
CORPORATIONS DIVISION P_O. BOX 29622 RALEIGH, NC 27626-0622

�O� W Ar�gQ Michael I . liuslc?. (iuvcrnur
-Q G William Muss Jr.,Sccrctan
North Carolina Department orl:nvironmenl sand Natural Resources
Culeen 11. Sullins Director
1?ivision ol, ",atei duality
August 2, 2007
Mr. James J. Bovino, President
Town & Country Developers at Wilmington Ire,:
3240-3 Burnt Mill Drive
Wilmington, NC 28403
Subject:: Stormwater Permit No. SW8970144
The Lakes Phase VI Johnson Farms
New Hanover County
Dear Mr. Bovino:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8970144
to Town & Country Developers at Wilmington Inc. for a High Density stormwater pond to serve The
Lakes Phase VI Johnson Farms on 3/26/1997. This permit expired on 3/26/2007. Section .1003(h) of
15 A NCAC 2H .1000 (the stormwater 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. If this is still an active project please complete and submit the
enclosed renewal application in a timely manner. If 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 units 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. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater 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.
If you have any questions, please feel free to contact staff in the stormwater group at 910-796-7215.
Sincerely,
CA
Ed Beck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
rrn,•
NnrthCur,})inn
f/Valm-al/y
Nurth Carolina Division ofwitcs Quality 127 Cardinal Drive lislcnsiun Wilininglon, NC 29405 Phone [phone] Custunacr .Scrvicc
Wilrnington Regional Ulfice Inlcrncl: www.nc} ,,.Icidn; fil}_nrg }-wx [phone] I-R77-b23-c,749
An Equal OpporlunitylAflirmalive Acton Emptoyer - 50% Recycled110% Post Consumer Paper

Michael F. f:asky, Governor
William G. Ross Jr., sccretary
North Carolina ❑cpariment of Environment and Natural Resources
Alan W Klimek, 1) F. Dhcctur
Division of Waler Quality
May 22, 2007
Mr. James J. Bovino, President
Town & country Developers @ Wilm., Inc.
4425 Pine Hollow Dr.
Willmington, NC 28412
Subject:: Stormwater Permit No:-SW8970.144
The Lakes Phase VI Johnson Farms
New Hanover County
Dear Mr. Bovino:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8970144
to Town & Country Developers @ Wilm, Inc.., for a High Density stormwater pond to serve The Lakes
Phase VI Johnson Farms on 3/26/1997. This permit expired on 3/26/2007. Section .1003(h) of 15 A
NCAC 2H .1000 (the stormwater 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. If this is still an active project please complete and submit the enclosed
renewal application in a timely manner. if 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 units 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. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application,
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater 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.
If you have any questions, please feel free to contact staff in the stormwater group at 910-796-7215.
SinceKely,
Ed Beck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: t Wilmington Regional -Office,
Non}t Carolina Division of Water Qualify Internet: Nvw%;•.ncwater uality^ore One
127 Cardinal drive Extension Phone [phone] NorthiCarolina
Wilmington, NC29403 Fax [phone] `/ { 1 Vatuynarry
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

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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
Wilmington Regional Office
March 31, 2003
Jaynes J. Bovino, President
Town and Country Developers @Wilmington, Inc.
4425 Pine Hollow Drive
Wilmington, NC 28412
Subject: Permit Transfer
The Lakes at Johnson Farms
Stormwater Project No. SW8 970144 and 940707
New Hanover County
Dear Mr. Bovino: `
On December 21, 1998, and July 24, 1998, the Division of Water Quality in the
Wilmington Regional Office received requests to transfer the ownership of the subject projects.
A subsequent inspection of the facility determined that the ponds were not in compliance, and the
Division sent letters to Mr. William Buchanan of South College Associates, requesting that the
necessary repair work be done. The letter also requested that the necessary documentation be
submitted and that you sign, notarize and send in the operation and maintenance plans. These
forms are required in order to complete the transfer process.
To date, neither the operation and maintenance forms nor the Designer's Certifications
have been submitted. You have already agreed to maintain the ponds, per the completed and
signed - 1998 change of ownership forms you signed. Please complete the process by signing,
notarizing and returning the enclosed operation and maintenance forms with original signatures.
Additionally, please contact the designer, Joseph Hill, P.E., to have him submit the required
Designer's Certifications.in order to complete the transfer process.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:1WQSISTORMWATILETTERS1970144.MAR03
cc: Joseph Hill, P.E.
Diane DeRusso, South College Associates
Linda Lewis
VXX
NCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

WAR 0 9 2001
JOSEPH S. HILL, JR. AND ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
1602 HARBOUR DRIVE
WILMINGTON, NORTH CAROLINA
TELEPHONE [phone]
March 2, 2001
Ms. Linda Lewis
NCDEM
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: The Lakes at Johnson Farms
Stormwater Projects No. SW8 970144, 96026, and 94707
New Hanover County
Response to Compliance Inspection
Dear Ms. Lewis:
MAILING ADDRESS:
POST OFFICE BOX 5592-STA I
WILMINGTON, NC 28403-4155
We are responding to your letter dated January 23, 2001, regarding the Johnson Farms
stormwater ponds. As a result of checking our files and performing a field inspection of the five
(5) stormwater management ponds, we submit the following:
Phase VI (Permit Number SW8 970144) appears to be under separate
ownership. A permit name/ownership change was submitted which transferred
the permit from South College Associates, LLC to Town and Country Developers
at Wilmington, Inc. in 1998.
We did not inspect the Still Meadow Village stormwater pond, since it did not
appear to be addressed in your Compliance Inspection. If this pond needs
attention and is subject to the Compliance Inspection, please let us know. This
pond was constructed under Permit No. SW8 970726.
Pond No. 1 at Pine Hollow appeared to be in good working order. The side
slopes had a vigorous, but dormant, growth of what appeared to be
Bermudagrass on most of the pond banks. Other areas were covered with mulch
and hydroseeded. Ryegrass was providing additional winter stabilization. The
riser and orifice were properly protected with a trash rack.
4. Pond No. 1 at The Lakes at Johnson Farms had been cleaned of vegetation and
the pond depth restored. The side slopes had been graded and sodded and the
slopes stabilized. New riprap had been placed. A trash rack had been installed
in the opening in the riser face above the orifice. A trash guard for the orifice
structure had been installed. This pond was constructed under Permit No. SW8
94707.
5. Pond No. 2 at The Lakes at Johnson Farms had been cleared of vegetation and
the bottom depth restored. The pond banks had been seeded, mulched, and
sodded and new riprap had been placed. Neither the orifice nor the opening in
the riser face above the orifice had been protected with a trash guard. This
pond was constructed under Permit No. SW8 94707.
6. Pond No. 3 at The Lakes at Johnson Farms had erosion cuts through the two
forebays. The pond banks had been stabilized with sod, hydroseeded and
mulched. New riprap had been placed. The orifice had not been protected with

Ms. Linda Lewis
The Lakes at Johnson Farms
February 21, 2001
Page 2
a trashguard. The opening in the riser face above the orifice had been
protected with a trash guard. This pond was constructed under Permit No. SW8
96026.
7. The Cambridge Heights stormwater pond (Phase VI) had winter rye growing on
the banks. We suggest that you contact the owner, Town and County
Developers, regarding permanent stabilization of the pond slopes, the deed
restrictions, and the designer's certification. Their local representative is Mr.
Mike Alvis, at 452-0296. If we can be of assistance, please contact us.
Bank stabilization of Pine Hollow pond #1, and ponds #1, 2 and 3 of The Lakes at
Johnson Farms appeared to have been brought into compliance. Remaining items to be
addressed are orifice trashguards at ponds #2 and 3 and a trashguard over the open riser face
above the orifice in pond #2. The erosion cuts through the forebays in pond #3 should be
stabilized with riprap or compacted ABC stone placed over geotechnical fabric.
In our estimation, these needed items can be addressed by the owner, with completion
in less than 30 days.
We are requesting South College Associates, by copy of this letter, to submit a copy of
the deed restrictions for The Lakes at Johnson Farms - Phase V.
A Designer's Certification for The Lakes at Johnson Farms - Phase V will be submitted
upon completion of Item #7 regarding pond #3.
Please do not hesitate to contact me if you have any questions.
JSH/pat
Attachments
Cc: Ms. Dianne DeRusso
c/o South College Associates
P.O. Box 586
Durham, N.C. 27702
Sincerely,
JOSEPH S. HILL, JR. and ASSOCIATES
** S. A�a
Joseph S. Hill, Jr., P.E.
Town and Country Developers At Wilmington, Inc.
4425 Pine Hollow Drive
Wilmington, N.C. 28412
Mr. Glen Garrett
Retention Pond Services, Inc.
P.Q. Box 7103
Wilmington, N.C. 28406
LEWIS030201.doc

,, ``" A
S i��orth Carolina
Department of En'%'ironmettt and Natural Resources
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Division of Water Quality
Wilmington Regional Office
.ianuary 2, -,001
Mr. James J. Bovino. President
Town and Country Developers at ,,b'ilmington, Inc.
300 Tice Boulevard, Whiteweld Center International
(Woodcliff. NJ 07675
ear Mr. Bovino:
Yk-.Zyv�
4 o
NCD�ENR
NCR7H CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Ownership Transfer
The Lakes at Johnson Farms, Phase VI
Storrnwater Project No. 970144
1,iew Hanover County
On January 12, 1999, the Division of Water Quality sent you the Operation and Maintenance plans to be
signed for the two detention ponds (T4 and r5) at he Lakes at Johnson Farms, Phase VI. You had already signed
the permit name/ownership change farm (copy attached) on July 24, 1998, but the State could not complete the
transfer until those Operation and iMaintenance plans were signed and returned (copies attached). To date, the
requested documents have not been provided.
Please fmd enclosed a coov of the inspection report compiled after a recent inspection of the facilities
was performed. Since the transfer has not been completed, the report was sent to Mr. Buchanan, but I suspect he
I be in touch with you to address the deficiencies found during that inspection, if in fact, you are the
responsible party.
Please sign and return the znclosed Operation and Maintenance plans to finish the transfer. If you have
questions, please do not hesitate to call me at [phone].
Sincerely,
9 ,
Linda Lewis
Environmental Emnneer
RSS1arl: S:IWQSISTORNVVAT\LETTERS19701 =-- 2..; AN
cc: Linda Lewis
I William H. Buchanan. Jr.
127 Cardinal Dr. Ext., Wilmin-ton, North Carohria iS- U-5 Telephone [phone] FAX [phone]
An Equal Opportunity APfirmarwc \c:.nn ".npin. c.— recvcle(U10"/.. nn¢I-cnn.sumcr miner

I
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
January 12, 1999
Mr. James J. Bovino, President
Town and Country Developers at Wilmington, Inc.
300 Tice Boulevard
Whiteweld Center International
Woodcliff, NJ 07675
Mr. Bovino:
Vc.
aka
NCDENR
NORTH C'AROLINA DEPARTMENT OF
ENVIRONMENT ANI) NATURAL RESOURCES
Subject: Transfer of Ownership
The Lakes at Johnson Farms, Phase VI
Stormwater Project No. 970144
New Hanover County
y On January 4, 1999, I sent you a letter regarding a transfer of ownership for a project called Still
Meadow Village. I have since discovered that is the wrong project to be transferred. I have the original
signed ownership change form, for which Mr. Buchanan can sign as the current permittee for The Lakes at
Johnson Farms. As before, you must still sign an Operation and Maintenance Plan, which I have enclosed.
Please sign and return this form to finish the transfer process.
Please accept my apologies for any inconvenience and confusion this has caused. If you have any
questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATILETTERS1970144.JAN
cc: Linda Lewis
William Buchanan
Robinson Everette
Central. Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
January 4, 1999
Mr, Robinson Everette, General Partner
Still Meadow Village Limited Partnership
PO Box 586
Durham, NC 27702
`•�
ik
NCDENR
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit Ownership Transfer
Still Meadow Village
Stormwater Project.No. 970726
New Hanover County
Dear Mr. Everette:
On -December 21, 1998, the Wilmington Regional Office received a request to transfer the Stormwater
Management Permit issued for Still Meadow Village to Town and Country Developers in Woodcliff, NJ.
The completed form was signed by Mr. William Buchanan, Partner in South College Associates, however,
South College Associates is no longer the permittee for this project. As the permittee, please sign the
enclosed transfer request and forward it to Mr. James J. Bovino, President, 300 Tice Boulevard, Whiteweld
Center International, Woodcliff, NJ, 07675. PIease include a copy of this letter when you forward the
documents to Mr. Bovino, and ask him to return all the original signed documents to me at the address at
the bottom of this letter.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATILETTERS1970726.JAN
cc: Linda Lewis
William Buchanan
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/I0% post -consumer paper

THE LAKES AT JOHNSON FARMS - PHASE VI
NEW HANOVER COUNTY
STORM STORMWATERWATER MANAGEMENT PLAN
E C E i V E
JAN
2 8 1997
January 1997 PRQJ
A,9Q-
;'�� �SSI rj •, y
t L �•:
1 i41 1711111��
l2o/97
Prepared By:
JOSEPH S. HILL, JR. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
1602 Harbour Drive
Wilmington, N.C. 28401
[phone]
JFI6STWCVR

THE LAKES AT JOHNSON FARMS - PHASE VI
Stormwater Detention Pond Calculations
Stormwater runoff from the project will be retained in two wet detention ponds.
These ponds will store the runoff generated by 1 inch of rainfall. The stored runoff
will be discharged over a period of 2.9 days (pond #4) and 3.7 days (pond #5).
The pond area required to remove 90% of total suspended solids was
calculated using the SA/DA Percentage Chart (see chart) for North Carolina coastal d(�
regions. 1J
DETENTION POND #4
Runoff Calculations Revised
Impervious Surfaces: 41 lots @ 2,800 Sq. Ft. each = 114,800 Sq. Ft.
Streets = 355 LF x 28'W - 9,940 Sq. Ft.
Streets = 1,640 LF x 36'W = 59,�040 Sq. Ft.
Total Impervious Area = 183,780 Sq. Ft
= 4.22 Ac.
Pervious Surfaces (Grassed, Landscaped Areas) = 284,011 Sq. Ft.
= 6.52 AC.
183,780 Sq. Ft. x 0.083' Runoff = 15,254 CF
284,011 Sq. Ft. x 0.083' Runoff x 0.2 (R.O. Coefficient) = 4,715 CF
Total Runoff 0" Rainfall) =19,969 CF
= 149,768 Gallons
Pond Surface area @ Storage Pool Elev. of 20.6' =
18,125 Sq. Ft,
Pond Surface area @ Permanent Pool Elev. of 19.4'
= 15,800 Sq. Ft.
Average Pond Surface Area
= 16,962 Sq. Ft.
Pond Storage Volume = 1.2' depth x 16,692 Sq. Ft
Solids Settling Area Calculations
Total watershed area = 10.74 AC.
Impervious % = 4.22 AC. _ 10.74 AC.
= 39.3%
Pond Depth = 4.5'
k '\ Q�' y5
0 s' 2
80QSS�k�
= 20,030 CF
150,228 Gall S
A L ter;
41
SA/DA% required for 90% solids removal (see chart) = 3.1 %
3.1 % x 10.74 AC. = 0.333 AC. _ 14,505 Sq. Ft.
Pond Surface Area @ Permanent Pool Elev. of 19.4' = 15,800 Sq. Ft. lIZO Iq 7
Pond is therefore adquate for 90% TSS removal.
JF/6ST W CAL - 1 -

Orifice Discharge Rate Calculations
Use 2" diameter orifice for outlet
Calculate average discharge rate and time to lower orifice head from 1.2' to 1.0':
0.2' pond height x 16,962 Sq. Ft. average pond area x 7.5 gallft3
= 25,443 Gallons Storage
Average head on orifice from 1.2' to 1.0' = 1.1'
Average discharge rate @ 1.1' head:
Q(GPM) _ (449)c A 2gh
Q(GPM) = Volume discharged in gallons per minute
c = discharge coefficient = 0.6
A = orifice area in square feet
g = gravity = 32.2
h = head above center of gravity
Q(GPM) _ (449)(.6)(.0218) (2)(32.2)(1.1)
Q=49.4GPM
Time required to lower pond 0.2' .@ 1.1' average head:
T = 25,443 Gal. _ 49.4 GPM = 515 minutes
49.4 GPM vs 515 minutes plotted on curve (see discharge curve).
Discharge rate and time to lower head from 1.0' to OH:
Q=44.7GPM
T = 25,443 Gal. _ 44.7 GPM .= 569 minutes
44.7 GPM vs 1084 minutes plotted on curve.
Discharge rate and time to lower head from 0.8' to 0.6':
Q39.4 GPM
T = 25,443 Gal. - 39.4 GPM = 646 minutes
39.4 GPM vs 1730 minutes plotted on curve.
Discharge rate and time to lower head from O.fi to 0.4 :
Q 33.3 GPM
T = 25,443 Gal. _ 33.3 GPM = 764 minutes'
=F ESs�,J•.�2q
33.3 GPM vs 2,494 minutes plotted on curve.
_ e
7�:
Discharge rate and time to lower head from 0.4' to 0.2':
Q = 25.8 GPM
T = 25,443 Gal. _ 25.8 GPM = 986 minutes
�++; S, N��-�'.:►~'
25.8 GPM vs 3,480 minutes plotted on curve.
!'1a�9�
JF16STWCAL - 2 -

Discharge rate and time to lower head from 0.2' to 0.0':
Q = 14.9 GPM
T = 25,443 Gal. 1.4.9 GPM = 1,708 minutes
14.9 GPM vs 5,188 minutes plotted on curve.
The outlet structure will , discharge the total calculated runoff volume of 149,768
gallons in approximately 2.9 days (see Orifice Discharge Curve).
r�01
JF16STWCAL 3

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1,
D 1,000 2,000 3,000 `'D00 5,Ooo 6000 7,000 $;0`00 q;000
TIM � (nprNvTF 5)

DETENTION POND #5
Runoff Calculations
Impervious Surfaces: 53 lots @ 2,800 Sq. Ft. each = 148,400 Sq. Ft.
Streets = 2,000 LF x 28'W = 56,000 Sq. Ft.
Streets W 140 LF x 36'W = 5,040 Sq. Ft.
Cul-de-sacs = 43,00 SF x 2 = 8,600 Sq. Ft.
Total Impervious Area = 218,040 Sq. Ft.
= 5.01 AC.
Pervious Surfaces (Grassed, Landscaped Area) = 326,265 Sq. Ft.
7.49 AC.
218,040 x 0.083' Runoff = 18,097 CF
326,265 x 0.083' Runoff x 0.2 (R.O. Coefficient) = 5,416 CF
Total Runoff 0" Rainfall) = 23,513 CF
= 176,348 Gallons
Pond Surface area @ Storage Pool Elev. of 20.2' = 2 1, 500 Sq. Ft.
Pond Surface area @ Permanent Pool Elev. of 19.0' = 19,600 Sq. Ft.
Average Pond Surface Area = 20,550 Sq. Ft.
Pond Storage Volume = 1.2' depth x 20,550 Sq. Ft. = 24,660 CF �������
= 184,950 Gallo
Solids Settlina Area Calculations
Totai watershed area = 12.50 AC.
Impervious % = 5.01 AC. _ 12.50 AC.
= 40.1 %
Basin Depth = 6.0'
SAIDA% required for 90% solids removal (see chart) = 2.1%
2.1% x 12.50 AC. = 0.263 AC. = 11,457 Sq. Ft.
Basin Surface area @ Permanent Pool Elev. of 19.0' = 19,600 Sq. Ft.
Basin is therefore adquate for 90% TSS removal.
Orifice Discharge,. Rate Calculations
Use 2.0" diameter orifice for outlet.
E C E I V E
MA
R 2 01997
�d_ ifi`l 01
DE���VI
PROJ #- 4
Calculate average discharge rate and time to lower orifice head from 1.2' to 1.0':
0.2' pond height x 20,550 Sq. Ft. average pond area x 7.5 gallft3
= 30,825 Gallons Storage
Average head on orifice from 1.2' to 1.0' = 1.1'
Average discharge rate @ 1.1' head:
Q(GPM) = (449)c A 2gh
JF16STWCAL - 4 -
S.4UV
CAHOe
f,r�
((]] r
398Z _
�'•- S. ,Lj� Laaa,
•�I la

Q(GPM) = Volume discharged in gallons per minute
c = discharge coefficient = 0.6
A = Orifice area in square feet
g = gravity = 32.2
h = head above center of orific
Q(GPM) = (449)(.6)(.0218)(2)(32.2)(1.1)
Q=49.4GPM
Time required to lower pond 0.2' @ 1.1' average head:
T = 30,825 Gal.-. 49.4 GPM = 623 minutes
49.4 GPM vs 623 minutes plotted on curve (see Discharge Curve).
Discharge rate and time to lower head from 1.0' to 0.8':
Q=44.7GPM
T = 30,825 Gal. _ 44.7 GPM = 690 minutes
44.7 GPM vs 1,313 minutes plotted on curve.
Discharge rate and time to lower head from 0.8' to 0.6':
Q=39.4GPM
T = 30,825 Gal. _ 39.4 GPM = 782 minutes
39.4 GPM vs 2,095 minutes plotted on curve.
Discharge rate and time to lower head from 0.6' to 0.4':
Q = 33.3 GPM
T = 30,825 Gal. _ 33.3 GPM = 926 minutes
33.3 GPM vs 3,021 minutes plotted on curve.CAR
S
}riltnlirrr
Discharge rate and time to lower head from 0.4' to 0.2': ,.�Esslr.•,
Q = 25.8 GPM ;
T = 30,825 Gal. _ 25.8 GPM = 1,196 minutes - L A L
25.8 GPM vs 4,216 minutes plotted on curve. 998: _=
G IN
Discharge rate and time to lower head from 0.2' to 0.0':
Q=14.9GPM
H S `~
T = 30,825 Gal. 14.9 GPM = 2,069 minutes
14.9 GPM vs 6,285 minutes plotted on curve. l
The outlet structure will discharge the total calculated runoff volume of 184,950
gallons in approximately 3.7 days (see Orifice Discharge Curve).
JFI6STWCAL $ _

THE- LAKE5 RrTvtNN5ON F11Rrt15-P-14.5E-70-- t
DE r'ENTIoN PnND"s
OPIFICE 1>15e-H 99GF GlJRVE
60
49.4 6-PM/623 MIN.
qii .76-PM/ 11313 MIN,
so
3 q, 4 GPM/ 2, Oq r M lN.
4 0
33.3 0-PMl3, oa+MIN, Is o G,Y,,ta4l5 Cd4 G 4r4ifT�•D
RATE 2v1i0C.c IN 3,7 01+Y3
(G-PM)
3 •Q
s 1 9 GPM 2 65- MIN,
.20
I p DAY I pAY'Z DAr 3 D4Y 4
i (70,' o
00 GAS..) (-6,000CAL) (43�oottGAe-.� (31,000G41•) ;
_I !_,•i
71,i
i
0 1p o o zoo oo 3"0 00 4�000 s0 060 oo 7,Opo g�pcao �fi� as
rIM F

SA/DA - 85% TSS REMOVAL WITH 30' VEGETATIVE FILTER
IMPER.% 3.OFT 3.5FT 4.OFT 4.5FT'5.OFT 5.5FT 6. OFT 6.5FT 7. OFT 7.5FT
10%
.9
.8
.7
.6
.5
20%
1.7
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
30% .
2.5
2.2
1.9.
1.8
1.6
1.5
1.3
1.2
.1.0
.9
40%
3.4
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50%
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60%
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70%
6.0
5.2
A.5
4.1
3.7
3.1
2.9
2.5
2.1
1.8
80%
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2.0
90%
7.5
6.5
5.8
5.3
4.8
4.3.
3.8
3.3
2.8
1.3
100%
8.2
7.4
6.8
6.2
5.6
5.0
4.4
3.8
3..2
2.6
SA/DA - > 90% TSS REMOVAL
FOR WET DETENTION WITHOUT VEGETATIVE FILTER
IMPER A 3.OFT 3.5FT 4.OFT
10%
1.3
1.0
.8
20%
2.4
2.0
1.8
30%
3.5
3.0
2.7
40%
4.5
4.0
3.5
50%
5.6
5.0
4.3
60%
7.0
6.0
5.3
70%
8.1
7.0
6.0
80%
9.4
8.0
7.0
90%
10.7
9.0
7.9
100%
12.0
10.0
8.8
1.7
3.1
3.9
4.8
5.5
6.4
7.2
8.1
JoHN50N FlggMS
rnF- LAK65
pHA S E=
5-OFT 5.5FT 6.OFT'�
.6
.5
1.5
1.4
1.2
2.2
1.9
1.6
2.8
2.5
2.1
3:5
3.1
2.7
4.3
3.9
3.4
5.0
4.5
3.9
5.7
5.2
4.6
6.5
5.9
5.2
7.3
6.6
5.8
PONPr4
37,32a
6.5FT 7.OFT 7.5FT
.3
.2
.1
1.0
.9
.6
1.3
1.1
.8
1.8
1.4
1.1
2.3'
1.9
1.5
2.9
2.4
1.9
3.4
2.9
2.3
4.0
3.4
2.8
4.6
3.9
3.3
i 5.1
4.3
3.6
poN #,5-
4-D. 170

. SIATE n
State of North Carolina
Department of Environment, Health, and Natural. Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section. Secretary
1 February 12, 1997
Mr. Joseph Hill, P.E.
1602 Harbour Drive
Wilmington, NC 28401
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 SW8 970144
The Lakes rr Johnson Farms, Phase VI
New Hanover County
Dear Mr. Hill:
The Wilmington Regional Office received a Stormwater Management Permit Application for The Lakes @Johnson
Farms, Phase VI on January 29, 1997. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
The preliminary site plan does not match up with the proposed subdivision. A cul-de-sac has been
replaced with a through road, and a formerly unpaved right-of-way has been connected into the
neighboring property.
2. Complete Section II of the permit application, the breakdown of the impervious area. Please transfer the
numbers from the calculations to the application.
3. Please show the calculations for confirming that the forebays are designed to hold 20% of the total pond
volume. Please show the grading for the forebays on the plans, and add dimensions for the forebays.
4. Delineate all wetlands on site, or note on the plans that none exist.
5. Locate the ponds in recorded access/drainage easements.
6. Please indicate where the road paving will end for the drainage area to each pond.
7. What mechanism will be used to ensure that all runoff from the impervious areas is sent to the ponds?
You must indicate by notes on the plans and recorded deed restrictions that either the lot will be graded
to drain to the street, gutters will be required on all the houses, or rear Iot line swales will pick up the
runoff and direct it into the pond.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax 910-350•2-004
An Equal Opportunity Affirmative Action Employer

■'
Mr. Hill
February 12, 1997
Stormwater Project No. SW8 SW8 970144
8. Is this project also to be known as Still Meadow Village? The TRC approved a high density project back
in September of 1996 near this site, and I need to know if this is it.
9. Please complete the data for the pond section details including forebay bottom elevation or depth, and the
top of the weir elevation.
10. Please list the streets by name, number or letter under each street detail on the plans. Both rights -of way
are 50' wide, making it more difficult to distinguish which street is 36' and which is 28' .
11. Please relocate the inlet at Pond 5 near Lot 214 so that short-circuiting of the pond does not occurr. The
forebay cannot be utilized as a reason to allow the location of this pipe so close to the outlet. The ideal
pond design is narrow at the single in with a forebay, and gradually widens toward the outlet and has
a 3:1 length to width ratio. The same thing applies to the Pond 4 inlet at the corner across from Lot 150.
12. The calculations for Pond,S show the permanent pool to be 18.2 in one location, and the surface areas
of the permanent pool and the storage pool are reversed.
13. Preliminary pond review indicates adequate surface area, volume and drawdown.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to March 12, 1997, or the application will be returned as incomplete.
The return of a project will necessitate resubmittal of all required items, including the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINFO1970144.FEB
cc: Linda Lewis
Central Files
is

JOSEPH S. HILL, JR. AND ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
MAILING ADDRESS:
16021IARBOUR DRIVE +-'� �'^+"'�;7r�--� POST 0M- CE BOX 5592STA, 1
WILMINGTON, NORT11 CAROLINAy L"' tii `.1 r^ �_' : WILMINGTON, NC 28403-4I53
I
TELEPI [ONE 910-799-15,M
January 21, 1997
Ms. Linda Lewis
N.C.D.E.M.
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: The Lakes at Johnson Farms - Phase VI
Stormwater Plan
New Hanover County
Dear Ms. Lewis:
Enclosed are four (4) copies of the Stormwater Plan for The Lakes at Johnson
Farms - Phase VI. Another copy of the plan is included showing the area draining to
each of the two stormwater detention ponds outlined in colored pen.
A copy of the Erosion Control Calculations is included, along with copies of the
Phase VI and overall site plan showing drainage areas used for channel calculations.
A completed application form, fee of $385.00, and O&M schedule are also
enclosed.
Please review this plan as soon as possible.
Please call if you have any questions.
Sincerely,
JOSEPH S. HILL, JR. and ASSOCIATES
JSHIpat Jos ph .S. Hill, Jr., P.E.
attachments
JF16LEW ISI

NEW HANOV ER COUNTY
OFFICE OF THE COUNTY MANAGER
320 CHESTNUT STREET, ROOM 502
WII.MINGTON, NORTH CAjROLINA 2840I-4093
7FLEPHONE [phone]
FAX[phone]
MEMORANDUM
zj L+ I 'i -�
TO:
FROM:
RE.
LINDA LEWIS
DEM
BETH EASLEY '
EROSION CONTROL SPECIALIST
MIZKOWFUL
countyrvlgQ
ANDREW J. ATK[N80N CPA
Deputy County Manager
DAVIDF. WF.AV r„R
Assistant County Manager
414 Chestnut Street, Room 101
Telephone [phone]I39
Fax (9I0) 341-4035
q1' 0�4(�
SEDIMENTATION AND EROSION CONTROL PLAN
G-P 4 -` -7 -4 o G P • � - `f the Lu.Gz� �� �i� .�� 5
Please review the attached plan.
If you have any questions, please contact this office.
BE/a' "
J
Attachment

ENGINUMIN(3 &&FACILITIES
OVER
M� G
APPLICATION FOR PERMIT FOR A
LAND -DISTURBING ACTIVITY
UNDER THE CONDITIONS SET -FORTH BY
THE NEW HANOVER COUNTY
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE
5-f
File Number
Pee Paid
Date
Applicant: South College Associates Applicant's Agent: Joseph S. Hill, Jr. & Associates
Address: P.O. Box 601 Address:
Wilmington, N.C. 28402
Telephone Number: _ [phone]
Total Acres of Land Disturbance: 12.50
1602 Harbour Drive
Wilmington, N.C. 28401
Telephone Number: [phone]
Purpose of Development:
Residential
Location and Description of Land Disturbance:
Clearing, filling and grading of street and utility rights —of —way, excavation
of ditch and stormwater ponds/sediment basins for The Lakes at Johnson Farms —
Phase VI.
STATEMENT OF FINANCIAL RESPONSIBILITY
Land owner(s) of Record Person or firm(s) financially responsible for the
land -disturbing activity. If not a North Carolina
resident you must have a N.C. agent (List Below)
Name:
South College Associates Name: South College Associates
Address:-.P.O.- Box 601 f,
Wilmington, N.C. 28402
Telephone Number: [phone]
Location of deed(s) or instrument(s): County
Address:
P.O. Box 601
Wilmington, N.C. 28402
Telephone Number:
New Hanover
[phone]
Book 1417 Page 1305
The above information is true and correct to the best of my knowledge and belief and was provided by me while under oath.
(T ris form must be signed by the financially responsible person if an individual and by an officer, director, partner, attorney -in -
fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I agree to
provide corrected information should there be any change in the information provided herein.
I
Date: _ 1-- 2 Z� q7 _ ..�.
Title: Partner
Name (Type or)Print) William H. Bucha
Signature:
a Notary Public of the County of. Ntw 1�l�NL✓L�/l State of North
Carolina certify that L✓ I ui, VCff15 ,-tgA..J appeared personally before me this day and be-
ing! s' 'ems ledged that the above form was executed by him.
Witness my hand and notarial seal this day of , 19
Notary 06 Y1
�-� My commission expires

NEW HANOVER COUNTY
PLANNING DEPARTMENT
`1 14 CHESTNUT STREET, ROOM 304
S�P 2 '� �q GTON, NORTH CrOL
INA 28401-4027
�b TELF_ 'HOME (941-7165
DEXTER L. HAYES FAX [phone]
Planning Director -----------"--
September 26, 1996
South College Associates
Bill Buchanan
228 N. Front St.
Wilmington, NC 28401
RE: Johnson Farms, Phases 6-10, High Density
Dear Mr. Buchanan:
A preliminary plan for the referenced project was reviewed by the Technical Review
Committee of the County Planning Board on September 25, 1996 and approved pursuant to
Section 102-4 of the County Zoning Ordinance. Approval is contingent upon the following:
1. That the preliminary plan be revised to include a road connection to the north at
Georgetown Subdivision and to the west into the J.P. McGinnis property. ,Other road
stubs approved as part of the preliminary plan included connections to Lakewood, Pine
Hallow and Still Meadow Village. Please remit three copies of the revised plan.
2. That a temporary barricade be erected at the west end of Pine Hollow Drive for
controlling construction traffic originating in the Lakes project.
3. The subdivision will be serviced by County sewer. However, due to limited capacity at
the Southside Wastewater Treatment Plant, sewer capacity may not exist. Therefore, final
plat approval of sections of this subdivision may be withheld if in the opinion of the county
Engineer, adequate sewer capacity does not exist.
A total of 412 lots as indicated in your land use summary are approved. TRC members
Jim Wolle, Ken Shanklin, John Galarde, John Dyer, and Wesley Nixon; members of the Planning
staff; Joey Hill, Alton Lennon, and you attended the meeting. Also attending were numerous
residents from Pine Hollow and the Lakes at Johnson Farms.
This approval shall be valid for one (1) year. The plan will automatically expire if a final
plat for all or part of the plan is not recorded within twelve months. You may request a
preliminary plan extension from the Technical Review Committee if you are not able.to,record a
map in the prescribed time. Ail extension requests must bg ma ' dorta the �lan's expiration

If you desire to record a map prior to the completion of required improvements, a surety
in the form of a letter of credit, bond, or cash in escrow must be posted. However, a cost
estimate must be submitted to and approved by County Engineering before the surety is
presented.
Please note that it will be your responsibility to obtain other development related permits,
as applicable. If you have any questions, please let me know.
Sincerely,
0��'
Walter Avery, Jr.
Senior Planner
cc: County Engineering
Zoning Enforcement
Planning Board
Co s of Engineers
EM

f' ��

State Stormwater Management Systems
permit Tin S A-920 9
IThe Lakes Wohnson Farms, Phase VI
`Stormwater Permit No. SW8 970144
;New Hanover County
,Engineer's Certification
1 I, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due
,rare and diligence was used in the observation of the project construction such that the construction was observed
I
o be built within substantial compliance and intent of the approved plans and specifications.
i
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
k
7

Cambridge Heights @ Johnson Farms
SVV 960206
' October 4, 2006
STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: Cambridge Heights @ Johnson Farms
Project Number: 960206 Control Measure: Storm ponds
Water Body: Molts Creek Classification: "C-SW
Directions to site: College Road just north of Monkey Junction
2. Inspection Date: September 26, 2006
Weather Conditions: warm (80's) dry
3. Compliance Issues:
Pond #1:
(a) There are severe erosion problems around the inlets. Sediment from the banks
has entered into the fore -bay area.
(b) It appears that a portion of the fore -bay may have blown out, sediment is
entering the main body of the storm pond through the hole.
(c) The outlet orifice is clogged and the outlet trash rack is covered with decaying
. algae.
Pond #2:
(a) The fore -bay may also be blown in this pond. And the orifice may also be
clogged.
(b) More sod is required to stabilize the pond slopes.
4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) Remove dead algae from outlet structure and clear out clogged orifice pipe for
both ponds. Place more sod on pond slopes and pond banks.
(b) Repair fore -bays for both ponds.
(c) Repair the erosion problems near inlets with rip/rap. If these are not stabilized
they will continue to get worse. Remove the sediment that has entered into the
fore -bays,
2

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD
SECTION SWP DATEITIME J5 7
NAME �� REPRESENTING r) T7e
Guidelines for Access: The staff of the Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility
to the public to safeguard these records and to carry out our day-to-day program obligations.
Please read carefully the following before signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00p.m. Viewing time ends at_4:45
p.m. Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You. must specify files, you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one appointment will be limited to
five.
3_ You may make copies of a file when the copier is not in use by the staff and if time permits.
There is no charge for 25 or less copies.; cost per copy- _after the initial 25 is 2.5_per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Piles may not be taken from the office.
No briefcases, large totes, etc. are permitted in the file review area. To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files.
FACILITY NAME 0j COUNTY
1, Z", 1 W6 nl)
2,
3.
4,
5.
l� a
S ture/ of irm or Business Date' Time In. Time Out
(Please,!V7 business c-aroft form if available)
# Copes: Amt. Pd.-

JOSEPH S. HILL, JR. AND ASSOCIATES
CONSULTING ENGINEERS and PLANNERS aAIuNcnDDREss:
1602 HARBOUR DRIVE RECEIVED SPOFFICE BOX 5592-STA1
WILMINGTON, NORTH CAROLINA LMINGTON, NC 28403-4155
TELEPH0NE910-7"-1544 MAR 2 0 1997
BY:
March 17, 1997
Ms. Linda Lewis
N.C.D.E.M.
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Submittal of Additional Information
Stormwater Project No. SW8 SW8 970144
The Lakes at Johnson Farms - Phase VI
New Hanover County
Dear Ms. Lewis:
In response to your letter dated February 12, 1997, the following information is
submitted for your review:
1. A copy of the preliminary plan was submitted to demonstrate that the
outfall ditch from pond #5 was adequate to convey future runoff at a
non -erosive velocity. Differences you noticed between the street layout
on the preliminary plan when compared with the stormwater plan are
the result of New Hanover County requirement for providing street
connections to adjacent property. Calculations reflect the actual
construction plan which is also the Stormwater Management Plan. The
preliminary plan can be disregarded, except for off -site drainage
calculations.
2. Section III (impervious surface breakdown) of the application form is
complete.
3. Calculations showing forebays are designed to hold 20% of the runoff
volume generated by a one -inch rainfall are enclosed.
4. A note is added on sheet #1 stating that no wetlands are on the site.
5. A note is added on sheet #1 stating that ponds shall be located in
drainage/access easements.
6. End of street paving is shown, indicating drainage area to each pond.
7. A note on the plans and in the deed restrictions requires all impervious
surface runoff to be directed to the ponds by grading lots to drain to the
streets or installing rooftop gutters to drain to the streets.
JF16LE W i S2

Ms. Linda Lewis
The Lakes at Johnson Farms - Phase VI
March 17, 1997
Page 2
8. This project is not Still Meadow Village.
I
9. The pond section details show the forebay bottom elevation and the top
of the dam (weir) elevation.
10. Streets are listed under each detail showing which streets are 36' wide
and which streets are 28' wide. Please notice that the street pavement
shown on the plans within the rights -of -way accurately differentiate
between these widths.
11. The pond inlets have been relocated to prevent short-circuiting. The
outlet for pond #4 has been relocated to prevent short-circuiting. All
inlets to each pond are directed into a single forebay.
12. Pond #5 calculations are corrected.
Please review this additional information as soon as possible.
Please call if you have any questions.
JSHlpat
attachments
Sincerely,
JOSEPH S. HILL, JR. and ASSOCIATES
Jo h S. Hill, Jr., P.
JF16LEw I s2