SW8980103_Historical File_19981204

90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTH
3'
3.5'
4.0'
4.5'
5.0
5.5'
6.0'
6.5'
7.0'
7.5'
EAP %
1 0 %
1.3
1.0
.8
.7
.6
.5
.4
.3
.2
.1
20 %
2.4
2.0
1.8
1.7
1.5
1.4
1.2-
1.0
.9
.6
3 0 %
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
1.1
.8
40 %
4.5
4.0
3.5
3.1
2.8
2.5
2.1
1.8
1.4
1.1
50 %
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60 %
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
1 1.9
70 %
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
80 %
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90 %
10.7
9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100 %
12.0
10.0
8.8
1 8.1 17.3
6.6
5.8
5.1
4.3
3.6 7]
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.
Actual Impervious = 35.99 % or 36 %
Interpolation at 6.5 Feet yields SA/DA = 1.6
Therefore Minimum SA = .016 X 23.42 X 43,560 = 16,323 S.F.
Storage Required for Stormwater Detention Pond
Q=CIA
C = Weighted runoff co -efficient
I = 1 inch per hour
A = Drainage Area in square feet
C x
I x
A =
CF
Roof Areas 1.00 x
.08333 x
4.37 (43,560) =
15,862
Paved Area 0.95 x
.08333 x
4.06 (43,560) =
14,000
Grass Area 0.20 x
.08333 x
14.99 (43,560) =
10,882
40,744

Summerlin Engineering
Facility Design and Development
PO Box 1067 Kinston, NC 28503
309 Summit Avenue Kinston, 28501
Phone [phone]
12-04-98
Ms. Linda Lewis
Environmental Engineer
NCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405
Dear Ms. Lewis:
Fax [phone]
RECEIVE
DEC 0 71998
BY;
The enclosed documentation is in response to your request for additional
information for the Britthaven of Newport permit. I have addressed each of the items in
your memorandum as follows:
A letter of authorization from Britthaven, Inc. and the Mar-Stal partnership is
enclosed.
2. The calculations have been combined for the entire proposed project as you have
suggested. As indicated on the previous plan, the Britthaven site has replaced 18
building lots and a section of Coachman Lane.
3. I have inspected the as built drainage system in the subdivision. Lots 1 through 12
are connected to the detention pond. For the purpose of calculating the pond size all
proposed lots are included.
4. The subdivision plan made available to me in the first review is the water and sewer
drawing dated 6-24-98. 1 have subsequently obtained from the city of Newport the
original street and drainage plan dated 8-24-95. The drawings are essentially the
same with the exception being the original proposed cul-de-sac centers and the lot
numbers are different. The cul-de-sac on Coachman Lane was replaced by the
Britthaven site. The cul-de-sac on Foxhall at M.H. 2 has been paved. The cul-de-sac
proposed on Huntmaster Court has not been constructed. However, I will assume it
will, in lieu of grass centers, be paved also. The impervious calculations have been
revised to include two paved cul-de-sacs.

5. The offsite supplement form has been completed and signed by Robert Hill, Jr. The
wet pond supplement has been completed and signed by the Mar-Stal partnership.
6. The true elevation of the storage pool is 26 MSL.
The true elevation of the permanent pool is 24 MSL.
The true elevation of the 2.75 inch orifice is 23 MSL.
I have inspected the riser and barrel construction and can verify the 2.75" orifice is
working as designed.
7. The 18,000 S.F. permanent pool area was specified as the original design area.
However, the surveyor's determination of 17,510 was an actual measurement and is
used in the calculations.
8. Before completing the impervious calculations, I walked over this project to be sure
of the location of the drainage system. All proposed building lots are included in the
impervious area. Incidentally, only 27 houses have been built on the 68 available lots
and the streets have not been constructed for 44 of the remaining lots. At the present
rate, it will take several years for the detention pond to reach its design capacity. The
drainage swales in this subdivision are well constructed, have good ground cover and
have an average depth of 3 to 4 feet.
9. Mar-Stal has signed the O & M statement as required in the wet pond supplement and
will be responsible for the pond maintenance as owners of the site.
10. I am enclosing recent photographs taken at the site for your interest.
11. The building inspector has approved all construction items for Britthaven and he is
withholding a final certification of occupancy pending the Britthaven stormwater
permit.
Thank you for cooperation on this matter. Please call me personally, if you have
any questions at 252-526-5055.

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
November 23, 1998
Mr. John Summerlin, P.E.
Summerlin Engineering
PO Box 1067
Kinston, NC 28502
WA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980103
Britthaven of Newport
Carteret County
Dear Mr. Summerlin:
The Wilmington Regional Office received a Stormwater Management Permit Application for Britthaven of
Newport on October 7, 1998. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
Per NCAC 2H.1003 (e), the signature of the consulting engineer can be accepted on the application
only if accompanied by a signed letter of authorization from the owner.
2. The calculations for required surface area have been done separately. The drainage and impervious
areas for Britthaven and Sand Ridge should be added together to make the calculations. Doing them
separately generally results in a larger surface area and volume than are needed.
Please note that the Town of Newport has alleged that drainage changes have been made such that
Lots 1-12 now drain to the detention pond. The revised permit for Sand Ridge issued on October 20,
1995, did not include these lots as part of the drainage area to the pond. I had requested that Mr.
Stallings address this issue in a September 18, 1996, compliance inspection report, but have received
no answer to date. For purposes of pond sizing, I have included all lots covered by the original
permit.
4. The plans you submitted do not show the planted islands in the cul-de-sacs, and have a revision date
of 6/24/96. The original approved plans indicated that there would be planted :islands in the cul-de-
sacs, and are dated 10/19/95. I will request that Sand Ridge submit a modification to their current
permit to account for this change, and to modify the overall subdivision approval due to the selling
of a portion of the permitted site area, and the reduction in the permitted surface area (see #7 on the
following page).
5. Please complete the offshe supplement form, enclosed, for Britthaven. The wet pond supplement you
submitted will need to be revised to include all of the drainage area to the pond, not just what
Britthaven contributes. The wet pond supplement should be included as part of the modification for
Sand Ridge.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Summerlin
November 23, 1998
Stormwater Project No. SW8 980103
6. The pond has been certified by a design professional who is not qualified to design detention ponds.
Please have a registered NC Professional Engineer provide the certification. Please include
verification of the presence of the 2.75" small diameter orifice to provide .the required 2-5 day
drawdown. The certification submitted by the surveyor only refers to a watei level that is currently
12" below the riser opening. Please verify the actual elevations of the permanent pool and storage
pool.
7. The surveyor has indicated that 17,510 square feet of surface area has been provided at the permanent
pool elevation, but you still use 18,000 in the supplement and in the calculations. Unless Mr. Stallings
is planning to excavate the pond to provide the additional 490 square feet, please use the 17,510 figure
in the calculations and in the supplement.
8. The impervious area breakdown does not match up with mine. This is partly due to the fact that I
deleted the 31,200 square foot pond area as impervious. The runoff generated within the pond area
is considered negligible. If the cul-de-sacs in Sand Ridge no longer have planted islands, additional
pavement must be accounted for. If the drainage for Lots 1-20 has been altered to flow into the pond,
additional impervious area must also be accounted for. Please check and verify the cul-de-sac design,
and the drainage routing for Lots 1 20. A modification to Sand Ridge must be submitted by Mr.
Stallings to account for these discrepancies.
9. The agreement between MAR-STAL and Britthaven makes no mention of maintenance responsibility
or compensation made to MAR-STAL for maintaining the pond. Since MAR-STAL is currently
responsible for maintenance of the pond, the permit for Britthaven will be written to reflect this.
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 December 23, 1998, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. The
Division is allowed 90 days from the receipt of a completed application to issue the permit. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINFO1980103.NOV
cc: Linda Lewis
Robert Hill
Central Files

RECEIVED OCT 0 7 1998
John D. Summerlin P.E.
Facility Design and Development
PO Box 1067 Kinston, NC 28503
309 Summit Avenue Kinston, NC 28501
Phone [phone]
October 1,1998
Ms. Linda Lewis
Environmental Engineer
NC Dept. of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Sand Ridge Modification for
Britthaven of Newport
Stormwater Project No. SW8980103
Carteret County
Dear Ms. Lewis:
Fax [phone]
-U
The enclosed package is in response to your request for additional items to
clarify the Britthaven request for the Sand Ridge Modification permit.
Britthaven purchased eighteen (18) single-family lots from the developer,
MAR-STAL Partnership, including a cul-de-sac for the construction of the
Britthaven nursing home.
The items submitted for your consideration include the following:
1. A check for the application fee in the amount of $385.00.
2. Two sets of sealed plans showing the site improvements, finished elevations,
building location, stormwater out fall, and the location of the existing retention
pond.
3. Sealed design calculations based on data from Britthaven and Barker
Engineering.
4. Application form and the wet detention supplement sheet.
5. Agreement with MAR-STAL to permit the stormwater discharge into the
existing retention pond.
6. Sand Ridge drawing of lots, water, sewer and streets by Barker Engineering.

7. No wetlands are indicated on this site.
8. A sealed letter from the surveyor confirming the surface area of the existing
pond.
Our staff computed the data for the Britthaven site. The data for the Sand Ridge
development was taken from the Sand Ridge Project Data Stormwater Permit
No. SW8931006.
This project is nearing completion and a review of this application is requested as
soon as possible.
Please advise if you have any additional questions or comments.
Thank you for your assistance.
JDS/dc

1-7
John D. Summerlin P.E.
Facility Design and Development OCT 0 5 1998
PO Box 1067 Kinston, NC 28503 ,
309 Summit Avenue Kinston, NC 28501 1BY:
Phone [phone] Fax [phone]
September 27, 1998
Mr. Rick Shiver
Water Quality Regional Supervisor
NC Dept. of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Sand Ridge Modification for
Stormwater Permit SW8-980103
Britthaven of Newport
Carteret County
Dear Mr. Shiver:
This letter is in response to your notice to Mr. Robert Hill of September 18, 1998.
We are in the process of submitting the information requested by Ms. Linda
Lewis in her letter of September 10, 1998.
In addition to the final site plan layout and design calculations, an agreement
must be executed by and between Britthaven and the Sand Ridge subdivision
developers (MAR-STAL Partnership) granting permission to discharge the
nursing home site stormwater into the permitted retention pond.
Hopefully, I will have this documentation forwarded to Linda Lewis, as per her
request, before October 10, 1998.
Thank you for your attention to this matter.
Very truly yours,
?Joh mmerl' P.E.
c: Linda Lewis
JDS/dc

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
September 10, 1998
Mr. John Summerlin, P.E.
Facility Design and Development
PO Box 1067
Kinston, NC 28501
NCDENEZ
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980103
Britthaven of Newport
Carteret County
Dear Mr. Summerlin:
The Wilmington Regional Office received a plan and unsealed calculations for Britthaven of Newport
on August 31, 1998, in response to this Office's requests for a Stormwater Management Permit Application.
A preliminary review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. A $385.00 application fee to modify the existing Sand Ridge permit to allow Britthaven to
discharge into it.
2. Two sets of sealed plans showing the proposed site layout for Britthaven, including buildings,
parking, sidewalks, dimensions, existing and proposed contours, spot elevations to clarify
drainage patterns, vicinity map, wetlands, roads, etc., as listed in 2H.1003 (g).
3. Sealed design calculations. The calculations submitted are lacking in several areas. Please
show the new minimum surface area required based on the new impervious total and SA/DA
ratio, the as -built pond criteria, ie., the existing surface area, volume and orifice, as required
by the October, 1995 permit, and verify that the existing orifice is still sufficient to handle the
increased volume. Based on the numbers you provided, the SA/DA ratio is 1.623 %. You need
to accurately calculate the ratio, not state that it is greater than 1.5 %. The percent impervious
is 36.5 %, not 36, based on a total impervious of 8.54 acres and a drainage area of 23.42
acres.
4. A completed application and wet detention supplement sheet. The built -upon area numbers
for the subdivision need to be separate from the proposed Britthaven built -upon area. Please
use both drainage basin columns to convey this.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Summerlin
September 10, 1998
Stormwater Application No SW8 980103
5 A signed Operation and Maintenance plan, if maintenance of the pond will be performed by
a parry other than MAR-STAL Partnership. If Britthaven and MAR-STAL can come to terms
on having MAR-STAL continue to maintain the pond, then no additional documentation is
needed.
6. Delineate all wetlands on site, or note on the plans that none exist.
7. Since construction is currently underway enforcement action has been initiated for failing to
secure the required permit.
8. The original pond was permitted for 174,294 sf of buildings, which included 66 lots at 2,050
sf each, and the apartment buildings. By subtracting the 18 lots now encompassed by
Britthaven, (2050 x 18 = 36,900 ) the minimum building total, excluding Britthaven, is
137,394 sf. The revised calculations only account for 98,010 sf. Please explain how 39,384
sf of building has disappeared.
9. The same logic applies to the pavement, only in reverse. The original pond was permitted. for
130,372 square feet of pavement, including roads and parking at the apartments. By
subtracting the road area now encompassed by Britthaven, the minimum pavement area is
117,196 sf, but you have accounted for 273,992 sf. Is Britthaven proposing 156,796 sf of
parking? I am unable to verify without a site plan for Britthaven.
Please note that this request for additional information is in response to a preliminary review of an
incomplete application. All requirements cannot be covered at this time without complete plans to review.
The requested information should be received by this Office prior to October 10, 1998, 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
RSS/arl: S: \WQS\STORMWAT\ADDINFO\980103. SEP
cc: Linda Lewis
Mr. Robert Hill
Central Files

John D. Summerlin P.E.
Facility Design and Development
PO Box 1067 Kinston, NC 28503
309 Summit Avenue Kinston, NC 28501
Phone [phone]
August 24, 1998
Ms. Linda Lewis
Environmental Engineer
NC Dept. of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Sand Ridge Detention Pond for
Britthaven of Newport
Stormwater Project No. SW8980103
Carteret County
Dear Ms. Lewis:
Fax [phone]
I have received the information submitted for this project including the State
Stormwater Management Permit granted to the MAR-STAL partnership for the
development of the Sand Ridge Subdivision.
For your use, please find enclosed a copy of the Site Plan (SP-1) along with a
map of the subdivision lots and streets. Britthaven purchased eighteen lots in the
highlighted area for the development of the nursing home.
We have calculated the increase in the stormwater run-off as a result of the
nursing home construction. The revised calculations for the storage required for
Stormwater Detention Pond is enclosed.
The minimum SA of the original plan = 15,302 S.F.
The minimum SA of the revised plan = 16,935S.F.
The actual measurement of the detention pond as -built is 17,465 S. F.
The required design volume for the original plan was 38,440 C.F..
The required design volume for the revised plan is 40,127 C.F..
The calculated design volume of the existing pond is 40,896 C.F..
The existing pond is adequate to accept the increase resulting from the
Britthaven development.

Britthaven will obtain an agreement from the MAR-STAL Partnership for the
developed nursing home site to discharge stormwater into the existing detention
pond.
Please advise if this is acceptable to NCDEHR and we will secure the agreement
with MAR-STAL.
Thank you for your assistance in this matter.
Very trul
Vours,
John D. Summerlin P.E.
JDS/dc

I
Storage Required for Stormwater Retention Pond
Revised 08/21/98
Q = CIA
C = Weighted runoff co -efficient
I = 1 inch per hour
A = Drainage Area in square feet
C x I x A = CF
Roof Tops 1.00 .08333 2.25 (43,560) 8,167
Paving 0.95 .08333 6.29 (43,560) 21,690
Grassed Area 0.20 .08333 14.88 (43,560) 10,802
23.42 40,659
Determine Pond Size
Roof Tops 2.25 Acres
Pavinc 6.29 Acres
Impervious 8.54 Acres
8.54 = .36Impervious
23.42
SA / DA - > 90% TSS REMOVAL
FOR WET DETENTION WITHOUT VEGETATIVE FILTER
Per Water Quality Section NC DEHNR
Impervious %
3.0'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
10
1.3
1.0
.8
.7
.6
.5
.4
.3
.2
.1
20
2.4
2.0
1.8
1.7
1.5
1.4
1.2
1.0
.9
.6
30
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
1.1
.8
40
4.5
4.0
3.5
3.1
2.8
2.5
2.1
1.8
1.4
1.1
50
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
1.9
70
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
80
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90
10.7
9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100
12.0
10.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
3.6
Actual % = 36%
Interpolate between 30% and 40%
Pond Depth of Permanent Pool = 6.5
SA / DA must be 1.5 or greater
Minimum SA = .0165 x 23.42 x 43,560 = 16,832 S.F.

MarStal Partnersip
PO Box 778
Havelock, North Carolina 28532
252-447-0865
December 3, 1998
Ms. Linda Lewis
Environmental Engineer
NC Department of Environment and Natural Resources
701 Cardinal Drive
Wilmington, NC 28405
Re: Storm Water Project No. SW8-980101
Britthaven of Newport
Carteret County
Dear Ms. Lewis:
In compliance with the statue NCAC 2H.1003(e), the signature of NC professional engineer John
D. Summerlin, P,E. 5387, is authorized to submit engineering documents on behalf of MarStal
Partnership.
Very truly yours,
Dr. Frank A. Marmarose
North Carolina
Craven County
I, Hazel B. Magee, a Notary Public for said County and State, do hereby certify that Dr. Frank A.
Marmarose personally appeared before me this day and acknowledged the due execution of the
foregoing instrument.
Witness my hand and official seal, this the 3,d o,ecmber,1998.
•• �. V V � rr
(Official Seal)
My Commission expires C
Wyc�

grittlhavelf, Jac.
December 2, 1998
Ms. Linda Lewis
Environmental Engineer
N.C. Department of Environment and Natural Resources
701 Cardinal Drive
Wilmington, N.C. 28405
Re: Storm Water Project No. SW8-980103
Britthaven of Newport
Carteret County
Dear Ms. Lewis:
P.O. Sox 6159
Kinston, NC 28501-0159
Telephone: [phone]
Fax: [phone]
In compliance with the statue NCAC 2H.1003(e), the signature of N.C.
professional engineer John D. Summerlin, P.E. 5387, is authorized to submit engineering
documents on behalf of Britthaven, Inc.
Carolina
Very Truly Yours,
Robert Hill Jr., PrV'dent
Britthaven, Inc.
Public for said County and State, do hereby certify
tha V*AVQ, personally appeared before me this day and acknowledged the due
execution of the foregoing Instrument.
Witness my hand and official seal, this the Ok day orl. c -I &
(Official Seal) A'aha
otar�ublic
My commission expires 1 "1
`Journey 'I'mard greatness"

John D. Summerlin P.E.
Facility Design and Development OCT 2 6 1998
PO Box 1067 Kinston, NC 28503
309 Summit Avenue Kinston, NC 28501
Phone [phone] Fax [phone]
October 22, 1998
Mr. Rick Shiver
Water Quality Regional Supervisor
NCDEHR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Britthaven of Newport Nursing Home
Stormwater Permit No. SW898103
Newport, NC (Carteret County)
Dear Mr. Shiver:
The above referenced facility is nearing completion this month. I need your
assistance in expediting the permit approval process.
I understand there was a delay in the submittal of the original stormwater
application. However, the reality is that the N.C. Division of Facility Services and
Britthaven, Inc. are expecting the use of the building for patient care in
November.
Please advise if you can expedite the review of the stormwater permit.
c: Linda Lewis
JDS/DC

S wI a,-za 16 3
ROY COOPER
Governor
MICHAEL S. REGAN
Secr»►y
BRIA1N WRENN
Director
October 14, 2020
Ms. Tammy Blizzard, Executive Director
Crystal Coast Habitat for Humanity
5898 Hwy 70W, PO Box 789
Newport, NC 28570
NORTH CAROLINA
Emironmestal Quality
Subject: Crystal Coast Habitat for Humanity — Newport Project
State Stormwater Permitting
Carteret County
Dear Ms. Blizzard:
Thank you for contacting the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) for guidance on how to obtain State Stormwater permitting for your property. The Division
has reviewed the relevant documents. The following is a summary of the situation and a recommendation which
you can forward to your consultant. A summary diagram is also enclosed.
History: There are three impacted permits: SW8 931006 (Sand Ridge Single Family), SW8 980103 (Britthaven),
and SW8 000533 (Courtesy Village)
1. Sand Ridge Subdivision (SW8 931006):
a. 11/15/1993: The Sand Ridge Subdivision project, which was originally called "Newport Sands"
was originally issued a Certification of Compliance under .1003(a)(3) (1988 Rules), which
appears to be Non -SA 30% LD development, with runoff treated by a 5:1 grassed swale. The
original plans or Certification of Compliance are not on file. It is not clear whether the permit
covered just the 20 lots in Phase I or all 86 lots.
b. 7/12/1994: A modification approved to add two (2) additional grassed swales noted in an NOV
issued that same year.
c. 3/17/1995: A modification was approved 10 add Lots 21-83 with runoff from those lots draining
to a single wet detention pond and Lots 1-20 still draining to the grassed swales as previously
permitted. The plans for this modification were not in the file.
d. 10/20/1995: Another modification was approved to combine this project with a multifamily
project approved under SW8 950508. It appears the pond was slightly modified as well. The area
for the multifamily section was not clear in this issuance, as it was all lumped together.
i. Deed Restrictions: It is unknown if the following deed restrictions were recorded, or if
they were simply intended:
1. Lots 1-20 (Phase I) were previously platted and are restricted to 1950 sf BUA;
2. Lots 21-86 are restricted to 2050 sf BUA.
ii. Pond Design: The total BUA for the pond was 335,866 A, which accounted for 148,950
sf from the lots; 25,344 sf for the eight apartment buildings; 92,292 sf for the roads; and
38,080 sf for the parking lots. The application also included the pond's surface area of
31,200 sf as BUA, which we do not require.
e. 12/21/1998: The project was modified to include the Britthaven of Newport project.
North Carolina Department of Environmental Quality Divi3ion of Energy, Mineral and Land Resources
D E ( Wilmington Regional Office 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NOr .. I CARC" INA
o.n.e.oemr�ean� /� 910.796.7215

State Stormwater Permit No. SW8 931006, SW8 000533, and SW8 980103
Page 2 of 4
i. Britthaven:
1. Area Removed from SW8 931006: Eighteen lots (25-28, 67-80) and a portion of
Coachman Lane were eliminated to create the Britthaven Tract.
2. New Offsite Permit: Britthaven of Newport received a separate Offsite permit
(SW8 980103). The Britthaven area was the area previously approved to contain
Lots 25-28 and 67-80 of the Sand Ridge Subdivision.
ii. Pond Design: The total BUA for the pond was 340,687 sf, which accounted for 112,050
sf for 59 lots (not all of the lots drained to the pond); 79,436 for the roads; 25,344 sf for
the apartment buildings; 38,080 sf for the parking lots; and 85,777 sf for Britthaven as
offsite.
f. Since 1998: There have been several letters and a Notice of Inspection were sent between the
12/21/98 approval and now. An engineer's certification was received on January 31, 2001. This
project is still owned by MAR-STAL Partnership, however, there is no area still owned by MAR-
STAL Partnership and no HOA was formed for this community. This permit also expired on
12/21/2012, and so it will need to be renewed.
g. Sand Ridge Multi -Family Permit (SW8 950508 Inactive):
i. 6/13/1995: The Sand Ridge Multi -Family project was issued a Certificate of Compliance
for a multifamily project consisting of 75,136 sf draining to a wet detention pond.
ii. 10/17/2007: SW8 950508 was combined with SW8 931006 and the runoff from this
project was directed into the pond permitted under SW8 931006 instead of constructing
the originally approved pond. SW8 950508 was rescinded and is no longer active.
2. Britthaven of Newport (SW980103):
a. 5/28/1998 & 9/18/1998: The Britthaven of Newport project was issued a Notice of Violation and
subsequently a "Notice of Recommendation for Enforcement" for constructing without a permit.
b. 12/21/1998: An Offsite permit was approved to drain to the runoff from 85,777 sf of BUA to the
pond permitted under SW8 931006. This permit needs to be transferred to the new owner.
i. Permittee: This permit is issued to Britthaven, Inc., which is still and active entity with
the NC SoS.
ii. Property Owner: The property is now owned by Neuse River Corporation (deed
transferring property between Britthaven, Inc. and Neuse River Corporation is recorded
in Bk: 892 Pg: 2 with the Carteret County Register of Deeds).
Courtesy Village (SW8 000533):
a. 2/15/2001: An Offsite permit was issued to Mr. Leonard Farrugia. There are three central issues:
i. Permittee: The application submitted indicated that an offsite permit was appropriate.
However, it appears that Mr. Farrugia's company L&L Developers, LLC may have been
the actual property owners and therefore should have been the permittee.
ii. Permit Summary: 74,424 sf of BUA was allocated for SW8 000533. The BUA
maximum assigned to Britthaven was computed by adding the original 25,344 sf for the
buildings, the original 38,080 sf for the parking lots, and 11,000 sf for Lincoln Road,
which was taken from the 79,436 sf road total for Sand Ridge in the December 1998
permit. The SW8 931006 permit should have been "modified" yet again to show
Courtesy Village as offsite, in addition to Britthaven, but that did not occur.
iii. Pond Maintenance: This file contains a narrative statement and maintenance plan sealed
by C.T. Clayton, Sr. P.E., on October 25, 2000. This document indicates that the
"Owner" shall maintain the pond during and after construction and shall be responsible
for all routine and non -routine maintenance and for the "perpetual care of the stormwater
retention pond". It is unclear to whom the term "Owner" applies, Courtesy Village or
Sand Ridge, although it is noted here that the maintenance plan was written for Courtesy
Village.

State Stormwater Permit No. SW8 931006, SW8 000533, and SW8 980103
Page 3 of 4
iv. Additional Issues:
1. Permit Overlap: This project overlaps the multifamily area previously approved
under SW8 931006.
2. Unpermitted Modifications:
a. This permit indicates that 74,424 square feet of BUA was allocated to
this project by SW8 931006, however that number is not stated in permit
number SW8 931006 because SW8 931006 was never modified to
include the SW8 000533 area as a separate project.
b. The area covered under this permit also includes the wet pond permitted
under SW8 931006. Again, SW8 931006 was never modified to address
this issue.
c. This project was then split in half, without a permit modification, with
"Courtesy Village I" containing the area including 5 duplexes on the
western side of Lincoln Dr. and the 2 northeastern -most duplexes on the
eastern side of Lincoln Dr.
d. The rest of the permitted area, referred to as "Courtesy Village II",
including the pond area permitted under SW8 931006, was sold by L &
L Developers, LLC to Crystal Coast Habitat for Humanity (Bk: 1470
Pg:259). Each of the duplex buildings in "Courtesy Village I", were
platted as individual lots. Lots 1-5 (which are the 5 duplexes on the
western side of Lincoln Dr.) are now owned by Tandy Limited, LLC
(Bk:1370 Pg:106). Lot 6 is now owned by Willard and Cynthia Capps
(Bk: 1394 Pg: 187). Lot 7 is now owned by Wesley and Teresa Piner
(Bk: 1422 Pg: 145). The three aforementioned property transfers were
from L & L Developers, LLC.
Path Forward and Recommendation: Crystal Coast Habitat for Humanity would now like to proceed with the
development of the subject property and needs to become the master permittee because they own the pond.
1. Clarification: SW8 150203 was a permit number that was originally issued related to this permit. But it
has been withdrawn, and a new permit number will be issued. Specifically, based on the February 4,
2015 letter from the Division, this number was used as a "place holder" for a permit that was proposed to
be submitted. The permit number was later withdrawn because no application was submitted. This permit
was intended to cover the area, referred to as "Courtesy Village II". It was purchased by Crystal Coast
Habitat for Humanity from L&L Developers, LLC (Bk: 1470 Pg: 259).
2. Challenges:
b. Deed Restrictions: If the appropriate modifications had been completed, then the individual lots
would have deed restrictions limiting their impervious area per lot. It is unknown if the intended
deed restrictions were recorded. It also appears that there are lots (at least the seven duplexes)
that do not appear to have any record of intended deed restrictions.
c. SW8 931006: If there is no HOA, there is no one to take responsibility for this permit or its
requirement to limit the impervious area inside its permitted area.

State Stormwater Permit No. SW8 931006, SW8 000533, and SW8 980103
Page 4 of 4
3. Options:
d. Pond Re -Design: Per 15A NCAC 02H .1003(3)(b), the pond could be designed to treat water at
the drainage area's full built -out potential. Unfortunately, that is likely to be a large pond. What
that means is that your engineer will have to determine the maximum amount that could be built
in the drainage area and then design the pond to hold that volume.
i. Deed Restricted Areas: These areas would have a set amount of impervious area.
ii. Non -Deed Restricted Areas: This is the difficult part. Other projects have used zoning
impervious area limits to establish the maximum impervious that could drain from non -
deed restricted areas.
e. Other: There may be other ways to solve this problem. If your consultant has another idea,
please have him/her contact me to discuss.
If you have any questions, please contact me at the Wilmington Regional Office, telephone number (910)-
796-7335 or via email at kelly.p.johnson@,ncdenr.gov.
Sincerely,
K I1 Johns'9q
Environmental Engineer
DES\kpj: \\\Stormwater\Permits & Projects\ 1 993\93 1006 HD\2020 10 letter 931006
\\\Stormwater\Permits & Projects\2000\000533 Offsite\2020 10 letter 000533
\\\Stormwater\Permits & Projects\ 1 998\980103 Offsite\2020 10 letter 980103
\\\StormWater\Permits & Projects\Application Requests\2020 10 Crystal Coast Habitat for Humanity Newport
enc: Summary Diagram
cc: WiRO Stormwater Permit File

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0 Wi
NORTH CAROLINA N
E C E I V E AGREEMENT
CARTERET COUNTY D
OCT 0 71998
PROJ #. 'W;FTzG/03
THIS AGREEMENT made and entered into this Z day
of QGfyfj,c- 1998, by and between the BRITTHAVEN, INC.
(herein referred to as "Britthaven"), party of the first part,
and MAR-STAL, a North Carolina general partnership (herein
referred to as "MAR-STAL"), party of the second part;
W I T N E S S E T H:
WHEREAS, Britthaven is the owner of certain real
property described in Book 807, Page 624, Carteret County
Registry, which real property includes Lots 25-28 and 67-80 of
Sand Ridge Subdivision as described in Map Book 29, Page 124,
Carteret County Registry;
WHEREAS, MAR-STAL is the developer of Sand Ridge
Subdivision; and
WHEREAS, Britthaven has constructed a nursing home
facility on the real property; and
WHEREAS, Britthaven is in need of additional means of
diverting and retaining storm water runoff and MAR-STAL is the
owner of a storm water runoff retention pond located in Sand
Ridge Subdivision; and
WHEREAS, MAR-STAL has agreed to allow Britthaven to
channel its storm water runoff from its property to the storm
water runoff retention pond owned by MAR-STAL;
NOW, THEREFORE, for and in consideration of the sum of
$1.00 and other valuable consideration paid to it by Britthaven,
MAR-STAL does hereby agree to allow Britthaven to channel and
divert the storm water runoff from the real property owned by
Britthaven to the storm water runoff retention pond owned by
MAR-STAL.
The parties both further agree to execute any and all
documents or other instruments, without limitation, that are
reasonably necessary to �e Britthaven to channel and divert
WHITE & ALLEN, P.A.
ATTORNEYS AT LAW
KINSTON, N.C.

its storm water runoff to the storm water runoff retention pond,
including, but not limited to, any easement agreements necessary
to allow Britthaven to use the drainage and utility easements
described in Book 804, Page 190, Carteret County Registry and
shown on that map recorded in Map Book 29, Page 124, Carteret
County Registry.
MAR-STAL warrants that it owns the land upon which the
retention pond is located in fee simple and free and clear of
all liens and encumbrances.
The parties acknowledge that this Agreement shall in
no way affect MAR-STAL's right or ability to develop the lots
and apartments permitted under the storm water permit No. 8-
931006 for the Sand Ridge Subdivision.
This Agreement shall be binding upon the parties
hereto, their heirs, successors and assigns, and said Agreement
will run with the real property referenced herein.
IN WITNESS WHEREOF, Britthaven has caused this
instrument to be signed in its corporate name by its duly
authorized officers and its seal to be hereunto affixed by
authority of its board of directors and MAR-STAL has caused this
instrument to be executed in the appropriate partnership name by
its duly authorized general partners, and has adopted as its
seal the typewritten word "Seal" appearing beside its name, all
being done the day and ye
(CORPORATE SEAL)
ATTEST:
aj
�bc
--ref ary
WHITE J ALLEN,P.A.
ATTORNEYS AT LAW
KINSTON, N.C.
2

NORTH CAROLINA
COUNTY
I,
MAR-STAL
By: (SEAL)
Frank A. Marmarose, General Partner
By: (SEAL)
es M. Stall' , General Partner.
is ay and acknowledged that is
ITTHAVEN, INC., a North Carolina
, certify that
personally came before me
the of
corporation, End that by
authority duly given and as the act of the corpo ation, the
foregoing instrument was signed in its name by i s ,
sealed with its corporate seal, and attested by self as its
Secretary. f
W'tness my hand and otarial seal, this eJ day of
19qA.
4,L,
N ary Public
My commission expires: 8S- O3 - q 1
3
WHITE J ALLEN, P.A.
ATTORNEYS AT LAW
KINSTON, N.C.

NORTH CAROLINA
GAAfEjeE7' COUNTY
Personally appeared before me this day FRANK A.
MARMAROSE and JAMES M. STALLINGS and acknowledged to me that
they are all the general partners (or that he/she is the sole
general partner) of MAR-STAL, a North Carolina general
partnership, and further acknowledged the due execution of the
foregoing instrument on behalf of the partnership for the terms
and purposes therein set forth.
Witness my hand and notarial seal, this day of
OGTOA AR1997.
Notary Public
My commission expires: y- p6 - .2Gib2.
RJA/dh
25205t
WHITE & ALLEN,P.A.
,1TTORNEYS AT LAW
KINSTON, N.C.
4

IPM:0 0'1. , -/11/2003- 09:52
m "
Aug-31-98 3.4-.: : �;5
VON,
9194472579 NEUSE BUILDERS OF NB
PAGE 01
W. U1
Jahn D. Summerlin, P.E.
Facility Design and Development
PO Box 1067 Kinston, NC 28501
309 Summit Avenue Kinstan,NC28501
Phona: [phone]
FAX TRANSMITTAL SHEET
Date: 08-31-98
To. Jim Stallings
Frarr: i: John Sumnerlin
Num:[,ar of pages including cover shoat, — 3
Fax: .(,252)527-5358
Per Your request, we are proviain You
a Copy of the letter to Linda Lewis. Vwould
I
111M to have In our file an agreementwith MAR-STAL
i granting us permission to discharge i4to the
existing pond.
THANYQUI
N01'E: i If you do not receive all of the pages of this transmission, please call
�52-526-5055.
wh
Ok
co� V4 W--
C/-
AS

01/11/2001 09:52 9194472579 NEUSE BUILDERS OF NB PAGE 02
Auk- 31- 98 4 :135 P . 02
i
Phone (25k,526-5055
Augu,$t 21`4. 1998
John D. Summeriin P.E.
Facility Design and Development
PC Box 1057 Kinston, NC 28503
309 Summit Avenue Kinston, NC 28501
Ms. L ind8 Lewis
Envir.znr�l ental Engineer
NC Depti. of Environment &Natural Resources
127-k:arcilinal Drive Extension
Wilmingtbn. NC 28405
Re; Sanod Ridge Detention Pond for
Britthaven of Newport
:3to�mwater Project No. SWSSBD103
c.a4eret County
fax [phone]
Dear Msi Lewis:
I hays9 received the information submitted for this project including the State
Stormwajter Management Permit granted to the MAR-STAL partnership for the
developrhent of the Sand Ridge Subdivision.
For uaurjuse, please find enclosed a copy of the Site Plan (SP-111) along with a
map Of ti!ta subdivision lots and streets. Britthaven purchased eighteen lots in the
highiight6, d area for the development of the nursing home.
We t1avo calcuiated the increase in the stormwater run-off as a (result of the
nursing Dome construction, The revised calculations for the stoage required for
Stormwater Detention Pond is enclosed.
The -ni+um SA of the original plan = 15,302 S.F.
The ninimum SA of the revised plan = 16,935S. F.
The actyal measurement of the detention pond as -built is 17,485 S. F.
The squired design volume for the origins! plan was 38.440 C.F..
The required design volume for the revised plan is 40,127 C.F.
The c;alduiated design volume of the existing pond is 40,896 C.F..
The �axis'�ting pond is adequate to accept the increase resultingrom the
Britt;. avon development..
I .
i
i
41
q�e

611,1112661 09:52 9194472579 NEUSE BUILDERS OF NB PAGE 63
Aug-31-98 14;AS P-03
i
i
Britthaver4 will obtain an agreement from the MAR-STAL Partnership for the
develcppe6 nursing home site to discharge stormwater into the existing detention
pond.
i
Pleav-s, advise if this is acceptable to NCDENR and we will secyre the agreement
with IWAF -STAL.
Than!:: you for your assistance in this matter
Very twl�ours,
/ John ED. Surnmerlin P.E.