SW8940805_HISTORICAL FILE_19941128

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 °►y0805
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Mc1 1-1112g
YYYYMMDD

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
November 28, 1994
Mr. Richard C. Andrews
Andrews Mortuary
Post Office Box 131� Z6�I°v
Wilmington, North Carolina 2-8401
Subject: CERTIFICATION OF COMPLIANCE
with Stormwater Regulations
Stormwater Project No. SW8 940805
Andrews Mortuary Hampstead Chapel and Access Road
Pender County
Dear Mr. Andrews:
The Wilmington Regional Office received the Stormwater Submittal for Andrews Mortuary
Hampstead Chapel and Access Road on August 4, 1994, with final information on November 14, 1994.
Staff review of the plans and specifications, including the intent to restrict the allowable built-upon area
to 1.65 acres for the project as shown on the approved plan, has determined that the project as proposed
will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(a)(3). Due to the
presence of a collection system, the runoff will be treated in an innovative system consisting of 3 existing
wet ponds located on the site.
Any modification of the plans submitted to and approved by this Office or further development of
this site regardless of the fact that the modification may be less than 1 acre, will require an additional
Stormwater Submittal/Modification and approval prior to initiation of construction. Modifications include
but are not limited to; project name changes, transfer of ownership, redesign of built-upon surfaces,
addition of built-upon surfaces, redesign or further subdivision of the project area as .shown on the
approved plans. .
This Certification shall be effective from the date of issuance until rescinded. The project shall be
constructed and maintained in accordance with the plans and specifications approved by the Wilmington
Regional Office. This Certification does not supersede any other permit or approval. The developer is
responsible for obtaining any and all permits and approvals necessary for the development of this project.
This could include the Division of Coastal Management under CAMA requirements, the Division of
Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge and Fill
Permit and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland Permit,
NPDES stormwater permit if disturbing five acres or more, local County or Town Agency permits under
their local ordinances, or others that may be required.
127 Cardinal Drive Emension, Wilmington, N.C.28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Andrews
November 28, 1994
Stormwater Project No. SW8 940805
-----------------------------------------------
Deed restrictions, including the allowable built-upon area per lot, must be recorded with the Office
of the Register of Deeds. A copy of the recorded deed restrictions, including deed book number and page,
must be forwarded to this Office within 30 days of the date of the recording. Failure to record and/or
submit the deed restrictions to this Office is considered a violation of this Certification.
An Engineer/Designer/Owner Certification (copy attached) must be received at the time the
recorded Deed Restrictions are submitted. The Certification will verify to this Office that the stormwater
controls, general layout of the project and the amount of impervious area are in substantial compliance with
the approved Stormwater Plan.
This site is subject to the monitoring requirements as set forth in the approved Operation and
Maintenance plan.
3900.
If you have any questions concerning this matter, please contact Linda Lewis or me at (910) 395-
Sincerely,
Dave Adkins
Water Quality Supervisor
DA/arl: S:\WQS\STORMWAnCERTIFIC\940805.NOV
cc: Dan Dawson, P.E.
Ron Covil, Pender County Inspections
Bradley Bennett
Linda Lewis
Wilmington Regional Office
Central Files

Andrews Mortuary Hampstead Chapel and Access Road
Pender County
Stormwater Project No. SW8 940805
Engineer/Designer/Owner Certification
I, having been authorized to observe
(periodically/weekly/full time) the construction of the project,
(Project)
hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction of the stormwater control system for this project such that the construction was observed to
be built within substantial compliance and intent of the plans and specifications approved by the NCDEM
Water Quality Section. The layout of the impervious surfaces and the road details, as constructed,
conform with the layout and road details shown on the approved plans. (Note: if a copy of the recorded
deed restrictions has not been forwarded, you must provide a copy along with this form.)
Signature
Date

DIVISION OF ENVBRONMENTAL MANAGEMENT
DENSITY X ( Innovative ) ENGINEERED
PROJECT DATA
Andrews Mortuary, Hampstead Chapel &
Project Name Andrews Property, Sea Lawn Memorial Park Access Road
Location(County,Township/Municipality,Address,State Road) T7750-U: S. Highway . 17
Hampstead North Carolina Pender County
Owner's Name Andrews Mortuary, Inc.
Mailing Address Post Office Box 13 , Wilmington, NC 28402"
Phone Number ( 91 0 ) 762-7788 Submittal Date August 1 , 1994
Brief Description (include map and appropriate drawings) Site work for funeral chapel
and cemetery access road ( see sheets C-1 , C-2 , C-3 & C-4
Name of Water Body Receiving Stormwater Runoff Unnamed Creek
Classification of Water Body N/A If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling results N/A mg/1
State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control X
404 Permit DEM/DHS Sewage Disposal
Other (Specify)
CALCULATION OF BUILT UPON AREA
Built upon area means that portion of a development that is covered by impervious.or partially pervious cover
including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project
includes areas draining to different water classifications, please note them separately below.
Subwatershed Subwatershed
Classification N/A
Built upon area 1,. 6 5 AC
Total Project Area 17 . 10 AC
% Built upon Area 9 . 5%
AllowableB/U Area 30% (w/o collection syste i�
Is the Project B/U Area 5 the Allowable B/U Area? YES Of no, an engineered system is required.)
% Built upon area = (built upon area / total project area) * 100
Built upon area limits for projects to meet density: SA waters -25%, Other —30% ,_�v Office use-only
STORMWATER COLLECTION SYSTEM
d� R
Describe how the runoff will be treated The mortuary runoff will be treat I Ul E. 6 El ,W L UD
in three existing onsite ponds and wetlands. The cemetary It�(`U\
runoff will be treated by more than 300 ft o_f grassed swale. AUG 0 4 1994
This project is proposed as an innovative Rystem_
(See Attachments) D E M
rztoJ 9 glGdGS

nurrk;x AK1:A
Is the built upon area at least 30 feet from mean high water of all surface waters? Yes If no,please
provide a description
(Note: Only boat ramps, public roads,public bridges, and walkways to water related facilities are allowed
within 30 feet of the mean high water line if the project is intended to meet stormwater control
requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
By my signature below,I certify that the recorded deed restrictions and protective covenants for this project
shall limit the allowable built-upon area per lot to N/A square feet inclusive of right-of-way,
structures, pavement, walkways or patios of brick, stone, or slate, not including wood decking, state that
the covenants will be binding on all parties and persons claiming under them, that they will run with the
land, and that benefits may be enforced by the State of North Carolina, therefore, the covenant cannot be
changed or deleted without consent of the State.
CERTIFICATION
I Richard C. Andrews certify that the information included on this
submittal form is correct, that the project will be constructed in conformance with this information, and
that to the best of my knowledge, the proposed project complies with the requirements of 15 NCAC
2H.1003 (b). I authorize the below named person or firm to submit stormwater plans on my behalf, and
agree to abide by the deed restriction statement ab ve.
wner's Signature Date
Provide authorized person or firm name and address below:
Daniel E. Dawson, P.E. , dba
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, NC 128403 ( 910) 762-4200
I, Lck k. A r4 40 -,r C/� allotary Public for the Stateof_
County of MP.-) No~oue-r �o hereby certify that personally
appeared before me this _I t+ day of 19i; tl ackno ie'dges the due execution
of the foregoing instrument. Witness my hand ahb official seal, S Q
t,�ojq� m
Y < =
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DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-OFF
Regional Office p
28 kov 94
Date 'vidual Evaluating�/Plans
Z9 �/Jr4-�w AS✓
Date Regio`nal-Water Quality Supervisor
cc: Applicant/WiROBradley Bennett/Central Files

STORMWATER OPERATION AND MAINTENANCE PLAN
FOR
ANDREWS MORTUARY - HAMPSTEAD CHAPEL AND
ACCESS ROAD FOR SEA LAWN MEMORIAL PARK
HAMPSTEAD, NORTH CAROLINA
1. The owner will be responsible for the proper operation and
maintenance of the stormwater collection and treatment
facilities.
2 . Monthly, or after every runoff producing rainfall event,
which ever comes first, the pond side slopes and grassed
inlet swales will be inspected, trash will be removed, and
eroded areas will be repaired before the next rainfall.
3 . Quarterly, the collection system will be inspected for proper
functioning. Accumulated trash will be cleared from catch
basin grates, basin bottoms, and piping will be checked for
obstructions and cleared as required. Pond inlet pipes will
be checked for undercutting, riprap or other energy
dissipation structures will be replaced and broken pipes will
be repaired.
4 . Semi-annually, accumulated sediment from the bottom of the
outlet structure will be removed. The pond depth will be
checked at various points. If depth is reduced to 75% of the
original design depth, 3 feet, or whichever is greater,
sediment will be removed to at least the original design
depth. Grassed swales, including the vegetated filter if
applicable, will be reseeded twice a year as necessary.
5. Mowing of the side slopes will be accomplished according to
the season. Maximum grass height will be 611 .
6 . All components of the detention pond system will be kept in
good working order. Repair or replacement components will
meet the original design specifications as per the approved
stormwater plan.
7 . Every six months after the site construction is finished and
the site is stabilized, beginning in April or October, samples
will be collected from the ponds at the locations noted on the
enclosed sketch. If there is no data to be collected at
collection point 3 due to insufficient rainfall, the sample at
this location will not be taken until the next collection
period. The following monitoring tests will be performed by �a�(?n
certified lab:
APPROVED I pl ECE OWE I�l
NORTH CAROLMA ENIV'RONMENTAL
AC U
NMNEM jQ V;;.%-S10N
DIVISION OFENViRUltiiENTALMANAGEMENT moo 1 .6 1994
Date 28 WV 19R4
StormwaterCediticationNo.5vsggo8Q5 pR,OJ ;¢ B ��OS

TEST METHOD NUMBER
Hydrocarbons(Oil & Grease) SM17th Ed 5520F
NO3-N SM17th Ed 353. 1
NO2-N SM17th ED 354 . 1
NH3-N SM17th Ed 350.2
Total Phosphorous SM17th Ed 365.2
Fertilizer (TKN+PO4+K) EPA 600/4-79-020.
Results of the tests will be forwarded to the Division of
Environmental Management, Water Quality Section, within 30
days of the month the samples are due. After monitoring the
water quality for one year, the owner may request termination
of the testing.
Andrews Mortuary, Inc.
P.O. Box 13
n //�� Wilmington, NC 28402
I, Lo �& H y�e� ,s (; a: a � , a Notary Public for the State
of /y, ��� �, I; a , Count of �u N 2 B, o� do
hereby certify that ) 7CJ,a�Q �,County
personally
appeared before me this I t,+A day of Nove,, 19,qq , and
acknowledges the due execution of the foregoing instrument.
Witness my 0. ,�and and /official seal, w
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ATTACHMENT TO ANDREWS MORTUARY APPLICATION
FOR INNOVATIVE LOW DENSITY STORMWATER PERMIT
Andrews Mortuary proposes to construct a new mortuary in
Hampstead. The purpose of this attachment is to discuss the
advantages of utilizing the existing ponds and vegetative filters
to, treat the storm water runoff from the proposed project.
PROJECT DESCRIPTION:
The project was originally planned to be limited to the
construction of the proposed mortuary and did not include new
access roads in the cemetery. The mortuary project will establish
0.73 acres of new impervious surfaces. To improve the access to
the adjacent cemetery a connecting access road and loop road have
been added. The proposed roads and mortuary will result in 1 .65
acres of impervious surfaces on 17 . 10 acres (or 9.5 percent) . The
proposed projects will cover less than 30 percent of the site with
impervious surfaces. The projects may be considered for approval
as low density projects if the proposed surfaces do not generate
runoff from the site with water quality characteristics that are
normally associated with high density clustered developments and
unfiltered collection systems.
Stormwater runoff from the mortuary project will drain through
three onsite ponds and leave the owner' s property through two 24-
inch culverts at the rear of the site. Stormwater runoff from the
proposed cemetery access road project will drain through more than
300 ft of onsite grassed swales before leaving the owner' s
property.
MORTUARY SITE DRAINAGE
The mortuary is adjacent to three borrow pits that were excavated
when the adjoining cemetery, Sea Lawn Memorial Park, was
constructed by the previous owners in the early 19801s. Dense
vegetation is well established between the borrow pits ponds. In
addition to providing settling and suspended solids removal, the
existing ponds and dense vegetation also provide significant
nutrient uptake.
The borrow pit pond system consists of three ponds. The upstream
pond has a surface area of approximately 7,000 square feet with an
average depth of three feet. The middle pond has a surface area
of approximately 5,000 square feet with an average depth of four
feet. The downstream pond has a surface area of approximately
4,000 square feet with an average depth of five feet. The ponds
are connected in a series by densely vegetated, undefined water
courses which provide significant littoral zones for the uptake of
dissolved nutrients. The outflow from the owner' s borrow pit
ponds is via two 24" diameter pipes under the neighbors private
access road behind the rear of the site. Except during heavy

rainfall periods the normal pool elevation of the downstream pond
is at or below the invert of neighbor' s culverts. In addition to
the pond surface area, the side slopes of the pond banks along the
southeast sides are relatively flat. These low side slopes provide
additional contact areas with the vegetation as well as detention.
Upstream of the Andrew' s mortuary property approximately 75
additional acres drain into the ponds via a 4x6 foot box culvert
under US Highway 17 . Approximately 8 acres of impervious surface
from the school are included in the upstream runoff area ( 11 .
percent impervious) . As proposed the stormwater runoff leaving
the owner' s property after receiving treatment in the owner' s
borrow pit pond system will include 1.5 acres from the existing
cemetery, 1.8 acres from the proposed mortuary site, 5.9 acres
from the undeveloped southeast side of the borrow pit ponds and 75
acres from offsite areas. The runoff leaving the owner' s
property, via the ponds and two 24-inch culverts, will include
0. 11 acres of impervious surface from the existing cemetery access
road, 0.09 acres of impervious surface from the connecting access
road, 0.73 acres of impervious surface from the proposed mortuary
site and 8 acres of impervious surface from offsite areas.
The stormwater runoff leaving the owner' s site, which includes the
proposed mortuary, has a composite drainage area of approximately
84 .2 acres with approximately 8.93 acres of impervious surfaces
( 11 percent) . Even though the impervious surfaces of the proposed
mortuary and the school may represent isolated pockets of
impervious areas, the quality of the stormwater runoff leaving the
owners site should be considered for low density approval because
the stormwater leaving the site will not have water quality
characteristics that are normally associated with high density
clustered developments and unfiltered collection systems.
ACCESS ROAD
The existing cemetery is composed of two sections - the front
section and the rear sections. The front section has an existing
access road which connects to US Highway 17 and loops through the
cemetery. The only access to the rear section of the cemetery is
from the existing access road in the front section. During
funeral services this is a problem. The access needs to be
improved. Except. for grave markers, mausoleums and sidewalks, the
site is covered by grass. The asphalt surface of the proposed
access road will increase the impervious surface area in the
cemetery by 0.36 acres. The rear section of the cemetery contains
7 .9 acres.
Based on the owner' s previous experience utilizing the existing
access road in the front section, the proposed access road needs
to have a drainage collection system in order to properly conduct
funeral services during unexpected rain storms. The proposed
collection system is designed to collect runoff from both grassed

and asphalt areas. The stormwater collected by the system will
exit the collection system on the owner's property and will not be
released from the site without first flowing through a grassed
swale along the rear of the site. The grassed swale is more than
300 feet long and 10 feet wide. Even though the impervious
surfaces of the proposed cemetery access road is proposed to
include an onsite storm drainage collection system, the quality of
the stormwater runoff leaving the site of the access road should
be considered for low density approval because the stormwater
leaving the site will not have water quality characteristics that
are normally associated with high density clustered developments
and unfiltered collection systems.
CONCLUSION
We feel that the proposed project as currently designed will
successfully protect the water quality. The project is not
located near high quality waters. We currently do not feel that a
specific monitoring program is necessary; we certainly will
cooperate with any monitoring program or studies the State may
wish to conduct on this practical solution. Alternative measures
are available if the Director determines that the system has
failed.

NOV 161994 DAWSON ENGINEERING
Engineering
-- 3177 Wrightsville Avenue
Land Planning Wilmington, N.C. 28403
Surveying [phone]
November 15, 1994
Linda Lewis
State of North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Subject: Stormwater Project No. SW8 940805
Andrews Mortuary - Hampstead
Chapel and Access Road for
Sea Lawn Memorial Park
Pender County
Dear Ms. Lewis:
In response to your request for additional information concerning
the Stormwater Submittal for the Andrews Mortuary - Hampstead
Chapel and Access Road for Sea Lawn Memorial Park, please find
enclosed the signed and notarized Operation and Maintenance Plan.
Sincerely,
�
Daniel E. Dawson, P.E.
Enc. : As noted above
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DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, N.C. 28403
Surveying [phone]
October 6, 1994 r�PF1{�`���1(
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Ms. Linda Lewis IunU( U
N.C. Department of Environment, OCT 0 71994
Health, and Natural Resources
Division of Environmental Management D EIVI
127 Cardinal Drive Extension PROJ
Wilmington, NC 28405
Re: Stormwater Control Permit for Construction of
Andrews Mortuary - Hampstead and
Access Road for Sea Lawn Memorial Park
UCDEM Stormwater Project No. SW8 940805
Dear Ms. Lewis:
We submitted this project to the Department of Environment, Health
and Natural Resources for approval on August 4 , 1994 . We were
notified by a letter dated August 9, 1994 that the Department
would either approve or disapprove the submitted plan within 30
days of the Department receipt of the plan.
Prior to receiving the letter of approval from the Land Quality
Section of the Division of Land Resources of the Department, dated
August 22, 1994, Mr. Andrews spoke by telephone with the Land
Quality Section personnel and was told that the plan had been
approved and that construction could proceed. Mr. Andrews
immediately notified the contractor to proceed and informed the
Land Quality Section that construction was starting the next day.
By the time the August 22, 1994 letter was received, construction
had begun.
Prior to being told the project was approved by the Land Quality
Section, Mr. Andrews and I made it clear that we were available to
discuss the project with Department personnel in order to expedite
the approval of the project. We were informed that this type of
submittal (low-density innovative) had not been reviewed by the
regional office before and that we would be contacted when needed.
When I received my copy of the August 22, 1994 approval letter
from the Land Quality Section site construction work had already
begun.
The approval letter contained some comments and, conditions.
Condition number 3 indicated that a permit could be required from
the Division of Environmental Management under stormwater
regulations. Since no impervious surfaces were to be constructed

NCDEM - Linda Lewis October 6, 1994
Page 2
immediately, we decided to wait until after the full 30 days had
expired for the Department to approve or disapprove the plan
before allowing the contractor to construct any impervious
surfaces. After Labor Day, September 5, 1994 , we presumed the
Department was satisfied with the plan and no longer restricted
the contractor from constructing the impervious surfaces.
On September 22 , 1994 we received your letter, dated September 20,
1994 , informing us that the project submittal was incomplete.
Since receiving your letter of September 20, 1994, I have been
researching your request for semi-annual monitoring of the
stormwater from the site by a certified lab. After discussing
item 1 of your letter with a chemist at a state certified lab, it
is our understanding that in item 1 you are requesting the
following monitoring tests at three locations twice a year.
TEST METHOD NUMBER PRICE PER TEST
Hydrocarbons (Oil & Grease) SM17th Ed 5520F $ 25 .00
NO3-N SM17th Ed 353. 1 17 .00
NO2-N SM17th Ed 354 . 1 13 .00
NH3-N SM17th Ed 350. 2 14 .00
PO4 SM17th Ed 365.2 18 .00
Total Phosphorous SM17th Ed 365 .2 22 .00
Fertilizer (TKN+PO4+K) EPA 600/4-79-020 33 .00
Fecal Coliform EPA 600/8-78-017 20.00
Sampling 130.00
COST PER LOCATION PER TEST $ 292 . 00
ANNUAL COST $ 1, 752 . 00
The sketch enclosed with your September 20, 1994 letter indicates
three proposed sampling points. We are concerned that sampling
point number 3 will not have sufficient stormwater to sample
except during extreme storm events.
We had originally intended to apply for NCDEM certification as a
low-density project because the project will cover less than 10
percent of the property with impervious surfaces. Prior to
submitting the project to NCDEM, Mr. Andrews and I met with you
and Mr. Sams in your office. During our meeting we discussed the
project as currently designed and you advised us to submit the
project as a low-density (innovative) project and to attach a
narrative explaining the existing and proposed hydrologic
conditions. The narrative was included with the submittal.
In the meeting we also discussed eliminating the catch basins and
collection pipe systems, except culverts crossings, and dispersing
the stormwater runoff from the impervious surfaces onto turfed
areas in order to change the project to a typical low-density

NCDEM - Linda Lewis October 6, 1994
Page 3
project. We would consider making this change, except the change
will increase the potential for standing water during funeral
services on rainy days which is unacceptable.
Please note that, as currently designed, the collection systems
within the site do not discharge stormwater directly offsite
without flowing through 300 feet of grassed swales or at least two
ponds with dense vegetative littoral zones. It is my opinion that
if the facility is properly operated and maintained the quality of
the offsite stormwater will not be degraded by the project as
currently designed.
We are working on an Operation and Maintenance Plan, but can not
complete it until we have resolved the monitoring requirements.
Please confirm that our understanding of your request in item
number 1 of your September 20, 1994 letter is accurate.
Also please note that Mr. Andrews informed me today that he has
received a notice of a violation from the Department concerning
this project. I would appreciate being sent a copy of this notice
so that I can assist him with his response.
Very truly yours,
DAWSON ENGINEERING
Daniel E. Dawson, P.E.
cc: Andrews Mortuary, Inc.

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DMSION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
September 29, 1994
CERTIFIED MAIL-P 389.047-356i)
RETURN RECEIPT REQUESTED
Mr. Richard C. Andrews
Andrews Mortuary, Inc.
Post Office Box 13
Wilmington, North Carolina 28402
Subject: NOTICE OF VIOLATION
Stormwater Project No. SW8 940805
Sea Lawn Memorial Park
Pender County
Dear Mr. Andrews:
On August 4, 1994 this Office received a stormwater submittal for Certification of Compliance
with Stormwater Regulations, Number SW8 940805, for Sea Lawn Memorial Park, located in
Hampstead. NCGS 143-215.1 (a) (1) states in part that:
No person shall make any outlets into the waters of the State until such person shall
have applied for and shall have received from the Commission a permit therefor and
shall have complied with such conditions as prescribed by such permit.
On September 28, 1994, Regional Office Staff conducted a compliance inspection of the project's
stormwater facilities and found construction underway. Please find attached a copy of the completed form
entitled "Stormwater Compliance Inspection Report". The report summarizes the findings of the
inspection.
On September 20, 1994, this Office sent an Additional Information request letter to your engineer,
outlining the monitoring requirements to be included as a part of the Operation and Maintenance plan
necessary in order to approve this project. No response to that letter has been received to date.
127 Cardinal Drive Extension,Wilmington, N.C.28405-3845 •Telephone [phone]• Fax [phone]
An Equal Opportunity Affirmative Action Employer

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ai PS Form 3$11, December 1991 tr U.S.G.P.0.:1992-307-530 DOMESTIC RETURN RECEIPT I
i _

Mr. Andrews
September 29, 1994
Stormwater Project No. SW8 940805
---------------------------------------
Construction of impervious surfaces and the associated discharge of stormwater prior to receipt
of the Certification of Compliance is a violation of 15A NCAC 211.1003, and NCGS 143-215.1(a)(1) and
is subject to enforcement action pursuant to NCGS 143-215.6A including the assessment of civil and
criminal penalties.
Failure to provide the required "Plan of Action" which designates the date by which the above
items will be permanently resolved, prior to October 29, 1994, will result in the initiation of appropriate
enforcement action by this Office. That action may include recommendations for the assessment of
penalties.
By copy of this letter to Mr. Ron Covil, this Office is requesting that he consider withholding the
Certificates of Occupancy until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call Ms. Linda Lewis or Mr. Dave
Adkins at [phone].
Sincerely,
Rick Shiver, P.G.
Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\NOTICE\940805.SEP
cc: Phil Norris, P.E.
Ron Covil, Pender County Building Inspector
Bradley Bennett
(2) Linda Lewis
Central Files

STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: Sea Lawn Memorial Park
Project Number: SW8 940805 Control Measure: Innovative Low Density
Water Body: UT ICWW Classification: SA
Directions to site, address: North of Hampstead
2. Inspection Date: September 28, 1994
Weather Conditions: Clear, warm
3. Comparison of Approved plans vs. As-Built: N/A
4. Maintenance Problems: N/A
5. PE Certification Received? NO Recorded Deed Restrictions Received? N/A
6. Comments:
1. Construction of the site has commenced without the stormwater Certification.
Inspector: Linda Lewis
Water Quality/Wilmington Regional Office/[phone]
DA/arl: S:WQS\STORMWATINOTICE\940805.SEP

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
September 20, 1994
Mr. Dan Dawson, P.E.
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, North Carolina 28403
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 940805
Sea Lawn Memorial Park
DNew Hanover County
Dear M�son:
The Wilmington Regional Office received a Stormwater Submittal for the Sea Lawn Memorial
Park on August 4, 1994. A preliminary review of that information has determined that the submittal for
the subject project is not complete. The following information is needed to continue the stormwater
review:
1. Monitoring requirements - every six months after the site construction is finished and the
site is stabilized, beginning in April or October. Please sample the ponds as noted on the
enclosed sketch, prior to construction, for hydrocarbons (oil and grease), nitrogen and
phosphorous series, (NH,, NO2, NO3, PO4, and total phosphorous), fertilizers, and fecal
coliform. Have the samples analyzed by a certified lab, and forward the results to this
Office within 30 days of the month the samples are due. Samples must be collected at the
points noted in red on the enclosed sketch.
2. Please provide an Operation and Maintenance plan describing what measures will be
undertaken to keep the ponds functional. At a minimum, provide for regular catch basin
inspection/clearing, erosion repair, and a general inspection of the system. The monitoring
requirements from above must also be included in the document.
3. Future development on the mortuary property must be by engineered system, or density
without a collection system. Continued development will require a standard detention
pond.
127 Cardinal Drive Extension,Wilmington, N.C.28405-3845•Telephone [phone]• Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Dawson
September 20, 1994
Stormwater Project No. SW8 940805
-----------------------------------------
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 October 20, 1994, or the submittal will
be returned as incomplete.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\940805.SEP
cc: (2)_L-inda-Lewis
Central Files
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DAWSON ENGINEERING
Engineering P.O. Box 42
Land Planning Wilmington, N.C. 28402
Surveying [phone]
August 4, 1994
Ms. Linda Lewis
N.C. Department. of Environment,
Health, and Natural Resources
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Control Permit for Construction of
Andrews Mortuary - Hampstead and
Access Road for Sea Lawn Memorial Park
Dear Ms. Lewis:
Enclosed for your review are three prints of sheets C-1, C-2 , C-3,
and C-4, dated July 11, 1994, drainage calculations and
application form. Under separate cover we have submitted our
request for a sedimentation control permit from the Land Quality
Section.
We request N.C.D.E.M. certification of compliance of this project
with the stormwater regulations.
Thank you for your consideration of this request. If you need
additional information please call .
Very truly yours,
DAWWSSO'N ENGIINNEERING
fig'ql �'
" I
Daniel E. Dawson, P.E. Pi �� i
l;i Cb
Encl. : As noted above.
cc: Land Quality Section
�I JnU` AUG 0 4 1994 U
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