SW8980733_Historical File_19981019

t 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
Mr. Clarence Willie, Asst. Superintendent
Brunswick County Schools
35 Referendum Drive, NE
Bolivia, NC 28422-0189
Dear Mr. Willie:
+ . • r
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 19, 1998
Subject: Permit No. SW8 980733
Bolivia Elementary School Addition
Low Density Stormwater Project
Brunswick County
The Wilmington Regional Office received the Stormwater Management Permit Application for Bolivia Elementary School
Addition on July 23, 1998, with final information on October 14, 1998. Staff review of the plans and specifications has
d-tc:-min-.A- that the project. as proposed. will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SW 980733 dated October 19, 1998, for the construction of Bolivia Elementary
School Addition.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein, and does not supercede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in
the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit
shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either Linda Lewis or me
at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\980733.00T
cc: David Bowman, P.E.
Delaney Aycock, Brunswick County Inspections
Wilmington Regional Office
Central Files
Linda Lewis
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 'Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 980733
' ' STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
1.
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Brunswick County Schools
Bolivia Elementary School Addition
Brunswick County
FOR THE
construction, operation and maintenance of a 30 % low density development in compliance with the provisions of 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit for Bolivia Elementary School Addition.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
I. DESIGN STANDARDS
The total allowable built -upon area for the tract is 89,368 square feet, based on an adjusted site area which excludes
the 169,588 square feet of existing impervious areas.. This permit covers the construction of 4,815 square feet of
additional built -upon area.
2. The overall tract built -upon area percentage for the project, based on the adjusted site area of 297,894 square feet,
must be maintained at 30%, as required by Section 1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
4. The only runoff conveyance systems allowed will be vegetatcd conveyances such as swaies with minimum side
slopes of 3:1 (H: V) or curb outlet systems as defined in the stormwater-rules and approved by the Division.
2

State Stormwater Management Systems
Permit No. SW8 980733
5. No piping shall be allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access to lots.
c. That amount which existed on site prior to issuance of this permit, or which is being replaced or relaid,
as shown on the plans.
b. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all new impervious
areas and surface waters.
7. The tract will be limited to the amount of built -upon area indicated iJ.
aa the approved plans.
8. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
9. The Engineer/Owner/Developer/Permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the approved plans and specifications. Any
deviation from the approved plans must be noted on the Certification.
10. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been made.
IL The following items will require a modification to the permit. Revised plans, specifications -and calculations must
be permitted prior to the permittee beginning construction on the modification:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c.. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e.. Further subdivision of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
In' addition, the Director may determine that other revisions to the project should require a modification to the
permit.
II. SCHEDULE OF COMPLIANCE
1. The permittee shall comply with the following schedule for construction and maintenance of the Low Density
Option stormwater systems:
a. Swales and other vegetated conveyances shall be eoinstiucted in their entirety, vegetated, and be operational
for their intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to I a minimum and any eroded areas of the swales or other
vegetated conveyances will be repaired immediately.
2. The permittee shall submit the Engineer/Owner/Designer/Permittee Certification within 30 days of completion of
the project.
Q

State Stormwater Management Systems
Permit No. SW8 980733
3. The permittee shall at 'all times provide the operation and maintenance necessary to operate the permitted
stormwater management systems at optimum efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
4. The permittee shall submit all information requested by the DirectoA.
r or his representative within the time frame
specified in the written information request.
III. GENERAL CONDITIONS
Failure to abide by -the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance, or termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Title 15A
of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1
et. al.
5. The permit is not transferable to any person except after notice to and approval by the Director. The Director may
require modification or revocation and reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit request must be submitted to the Division of Water Quality
accompanied by the appropriate fee, documentation from both parties involved, and other supporting materials as
may be appropriate. The approval of this request will be considered on its merits, and may or may not be
approved.
6. The permittee grants permission to DENR Staff to enter the property for the purpose of inspecting all components
of the stormwater management facility.
7. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state and federal) which
have jurisdiction.
, Permit issued this the 19th day of October, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Pert Number SW8 980733
4

State Stormwater Management Systems
Permit No. SW8 9gp7 3
R

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Date Received Fee Paid Perini Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMI'V.-`LTER h�TAGEMEN T FERMIT APPLICATION FOIKNI
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Brunswick County Schools
J
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):.
Mr. Clarence Willie, Asst. Sul2erintendent
3. Mailing Address for person listed in item 2 above:
35 Referendum Drive, NE
Bolivia State: NC Z,ip: 28422-0189
Telephone Number: ( 910 ) 2 5 3- 2 9 8 0
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Boli�#ia Elementary School
s
5. Location of Facility (street address):
4036 Business Highway 17 E
r Bolivia Corarty: Brunswick
6. Directions to facility (from nearest major intersection):
US 17 Business, approximately 1300' north of intersection
with SR 1513
7. latitude: 3 4- 0 3- 4 2 Ihrde 7 8- 0 8- 5 0 of facility
8. Contact person who can answer questions about the facility.
Name_ David B. Bowman, PE Telephone Number. ( 910 ) 754-8029
H. PERMIT INFORMATION:
1. Specify whether project is (check one): x New F-enewal Modification
2. If this application is being submitted aa.the result of a renewal or modification to an existing permit, list
the exrsft pout nuwjx r N / A and its issue date (if known)
Form SWU-101 April 1998 Page 1 of 4
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMI'V.-`LTER h�TAGEMEN T FERMIT APPLICATION FOIKNI
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Brunswick County Schools
J
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):.
Mr. Clarence Willie, Asst. Sul2erintendent
3. Mailing Address for person listed in item 2 above:
35 Referendum Drive, NE
Bolivia State: NC Z,ip: 28422-0189
Telephone Number: ( 910 ) 2 5 3- 2 9 8 0
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Boli�#ia Elementary School
s
5. Location of Facility (street address):
4036 Business Highway 17 E
r Bolivia Corarty: Brunswick
6. Directions to facility (from nearest major intersection):
US 17 Business, approximately 1300' north of intersection
with SR 1513
7. latitude: 3 4- 0 3- 4 2 Ihrde 7 8- 0 8- 5 0 of facility
8. Contact person who can answer questions about the facility.
Name_ David B. Bowman, PE Telephone Number. ( 910 ) 754-8029
H. PERMIT INFORMATION:
1. Specify whether project is (check one): x New F-enewal Modification
2. If this application is being submitted aa.the result of a renewal or modification to an existing permit, list
the exrsft pout nuwjx r N / A and its issue date (if known)
Form SWU-101 April 1998 Page 1 of 4

3. Specify the type of project (check one):
x Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
LAMA Major x Sedimentation/Erosion Control 404 Permit
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) descrying stormwater management for the project .
Increased impervious area will drain to a vegetated filter
and discharge into tributary of Middle Swamp. Impervious
area equal to existing impervious area(to be removed) will
drain into existing storm drains
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Project Area: 1 0.7 3 acres 4. Project Built Upon Area: 3 7.2
5. How many drainage basins does the project have? 4
6. Complete the following information for each drainage basin. If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
:Easii biforination
l ria" „Basin 1
"; i iama
Receiving Stream Name
Trib.
to Middle Swamp
Trib. to
Middle Sw
Receiving Stream Class
C
5-W
Drainage Basin Area
31,276
SF
78,887
SF
Existing Impervious* Area
17,010
SF
57,779
SF
Proposed Im eryious*Area
22,600
SF
57,235
SF
% imvervious* Area (total)
72
%
72.5
%
:
Im erSrxaus Surface Area.
Drama Basin 1
g n:..., , ..
Drains Basin 2
_. :
On -site Buildings
12,175 SF
6727 SF
On -site Streets
On -site Parking
9947 SF
38,399 SF
On -site Sidewalks
478 SF
12,109 SF
Other on -site
Off -site
Total:
22, 600 SF
1= 57,235 SF
Impervious area is defined as the built upon area including, but not crmttea to, vuuaings, roaas, parking
areas, sidewalks, gravel areas, etc.
7. How was the off --site impervious area listed above derived? N / A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SWU-101 April 1998 Page 2 of 4

Oet-14-98 09:33A East Caast Engineering Co 910-754-8049 P.05
-.1 � ,G
By yo►g signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items requirer' the permit, that the covenants will be b;-+ding on all parties and persons
'claiming under them, that they will , an with the land, that the required cover r3 cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. AGENT A=ORIZATION
If you wish to designate submittal authority to another individual or firs► so that they may provide
information on your behalf, please complete this section:
Designated agent (aidh dual orcrm): Past Coast Engineering Company, PA „-
MagirgA Pp Box 2869
Shallotte State• NC Tp 28459
ph=w ( 910 1 754-8029
VL SUB11=AL REQUUMMENTS
Fax( 910 1_ 754-8049
This application package will not be accepted by the Division of Water Quality urdess all of the applicable
itenns are included with the submittal.
1.
Olease indicate that you have provided the following required infor=tion by signing your initials in the
space provided next to each item.
Original, and one copy of the Stormwater Mamgement Permit Application Form
One copy of the applicable Supplement Form(s) for each BUT (see Attachmnt .A-)
• Permit application processing fee (see Attaclunent A)
• Two copies. of plans and specifications including:
• Detailed narrative description of stormwater treatment/uianagemeat
• 'Two copies of plans and spedfications, including-
- Development/Project name
--Engineer and firm
- Le- end
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Lpcation map with named streets or NOR numbers
- Original contours, proposed contours, spot elevations, fistished floor elevations
- Details of roads, parking, cui-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vebetated buffers (where required)
VIL APPLICANTS CE,F-=CAT70N
I, (print or type acme of person listed in G 7=1 Infvrnation, item 2) Clarence Willie
certify that the information included on this permit application form is correct, that the project will be
constructed in confo=ance with the approved plans, that the deed restrictions in accordance with Attachment
Mf this fo= ��`� be recorded Ttitt-1 4 required permit carditions, and that to the best of my knowledge the
proposed project mplacs with the r is of ISA NCAC 2Fi .1000.
S's8re Date:
T Assistant Superintendent
ft�
Form'SWU-101 April 1998 Page 3 of 4

Oct-14-98 09:34A East Coast Engineering Co 910-754-8049
TTACrILNM-N. -T
P.06
1. Deed Restriction Language
The foUatving staternents atus: �-e recorded :cr all lc',V densit-- _rajec:s and for all =:,Jects t1lat involve the
SUbdj-,4,Si0n and selling of lots Or outparCes:
I. So more than square fern ,:r arty tot, inctud;- g that portion of : �.= r- ht-ef wash oetween the
edge of pavement zrtd the front Ic_ tine, shall be =zrzi brr impervious st: -bra inc:ud:ng
asphalt, gravel, cor.� ate, br._6, sc;,rw, slats or sir.r.=_Tr nsat�.al but not :..c::�dfng mood decking, or
the 3urfara of s i—. -Ming pacts. -s coserant is to insure car. ,:led oomplranre with dw
star- water permit issued by the Sete of North G:"'fista. The covenant -=v. not be changed or
defgted without the consent ;F State.
.:pe, or y rc rd �-.c�, r '.r, prorn = i:num
_. Na me may II ... ads c s W a. _ as necessa v de a rn n
drzunvay crossing.
NOTE. If Iot sizes varr sigRijxcandy, the c ut provide an attac;.y e_ntiist g eac11 lot
rnumber, size and, the allowable built -upon are_ for ea44 lot.
For cc=erz�ai proje = that have outparc•es or futu_*a deve:ov�e-*it the followixig 5:ate=lmts must also be
recorded:
3. The canner!-fon frctn the outparr—ri or furars area inra the stvrmwater syscm must be made into the
forebay s=c that short --circuiting, cr the ;.rstem does not ecc-1r.
4. All built -upon arm; from the ou-*rarcei orjuture de:.eiapment must be Qzre^:ed into the permitted
stormtwatar control system.
s.. Built -upon area in =cess of Ou pe.-7nftA_-d amount wul require a pewit meadff azdan prior to
cant uctImu
For amid outlet systems, the following state�xt in addition to ite,=s 1 and 2 above --nest be recorded:
6. No ov may pipe, ftll in or alter a=f desgnated 100 foot long grassed s',waie used to mtee: the
requirements of NCAC C ZH .1008(g).
2. supple nwtFaaas
The applicable supplement form(s) listed below must be subadm-d for each BUT specfied for this project;
Form TvVU-102 Wet Detervion Basin Sug_vIenient
Form SWU-103 "'Inultrati0ri $ sin SuppIeMLEW
Form SWU-104 Low Density Suppl—A—Tt
Foxoa SW-U-105 Curb Outlet System SU' PPIPMerme
Fora: SW7J-106 Off -Site System Suppiewan
Farm SWU-107 Undergmund Infiltat3on TzenchSuppleanmnt
Form SWU-108 Neuse River Basin Nutri=t M4tiageatent Strategy Suppiment
3. Femrit Application Fees (check made payable to NCDM'4R and subinitted to the appmpdate Regional
Office)
Type of Permit
Law Density
High Density
Other
Dim ntar's Certification
Genera! Permit
New, ModUiczdam or
Late Renewal
S=5
S385
SZr 9
$350
S50
T•i aeiy Renewal Widbout
iviodi&estion
v/a
SUS
as
n/a
Form SWU-101 Apr4 1998 ftF 4 of 4

Oct-14-98 09:33A East Coast Engineering Co 910-754-8049
P.O1
East Coast
Engineering Company, P.A.
Consulting Engineers
PAGE 1 OF _._ 9 (including cover page)
TO;
Ms. Linda Lewis
OF NC Division of Water Quality
127 Cardinal Drive Extension,
Wilmington, NC 28405
PI10NE# [phone]
FAX A (9 ] 0) 350-2004
SUBJECT: Bolivia Elementary School
Linda:
DATE: 10/ 14/98
FROM: David B. Bowman, P.R
of:
East Coast
Engineering Company, P.A.
4918 Main Street
PONL Office Box 2469
Shallotte, NC 28459
PRQNI, # 910.754.8029
FAX # [phone]
Permit No. SW8 980733
Following is the revised application for Bolivia Elementary School. I have stated in my
response to your letter that there are no wetlands on site. Please call to let me know if this will
suffice, since the original mylars of the plans are now with the Architect. If I have to, I will
have them sent hack to me to add the note to the plans, but the time delay would seem a bit
unworthy. Further delays on this project may cost taxpayers thousands of dollars in
remobilization charges .Please call me to let me know if there is anything we can do to
expedite this approval.
Thank You,
David
The information contained in this transmission is privileged, confidential, and is intended only for
the use of the individual or entity named above. You are not permitted to copy of distribute this
communication if you are not the intended recipient named above or the agent of the intended
recipient authorized to receive this communication or responsible for delivering it to the intended
recipient. If you have received this communication in error, please notify our office immediately
by telephone. Thank you.

Oct-14-98 09:33A East Coast Engineering Co 910-754-8049 P.02
East Coast
�?
Engineering Company, P.A. 4918 Main street
Fax: 910.754.R049 Consulting Engineers Punt Offices [lox 2869
Office: 910.754.8029 9hallotte, NC 28459
Wednesday, October 14, 1998
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
North Carolina Department of Environment,
and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Bolivia Elementary School
Brunswick County, North Carolina
Dear Ms. Lewis:
We received your request for additional information for the above mentioned project,
dated October 13, 1998. We offer the following responses to your comments,
1. Page 3 of the application and low density application have been initialed,
2. Low density calculations have been added to the low density supplement in the
calculation box provided.
3. There are no wetlands located on this site.
As we have previously discussed, this project has an extremely tight time schedule in
order to coordinate construction with the school schedule. The building inspector will not
issue a building permit for any work until we have an approval letter from your office.
Since these were such minor comment items , if there is any way that you could accelerate
the review process, it would be greatly appreciated. Should you require any additional
information, or have any comments, please do not hesitate to contact either Alan Lewis or
myself at our office.
Sincerely,
44��'
David B. Bowman, P.L.
President
East Coast Engineering
Company, P.A,
Enclosures
pc: Greg Long, Shook Design
File: 97-0153.1 (Bolivia Elementary School)

Oct-14-98 09:34A East Coast Engineering Co 910-754-8049 P.09
East Coast
Engineering Company, PA.
4918 Main Sheet
Fax: 910,754.8049 ConyultIng Engineers Post Offiu »ox 2869
Offiec 910.754.8029 5hallotte, NC 28459
Bolivia Elementary School
Stormwater Summary
Total Site Area = 467,482 SF
Existing Impervious Area = 169,588 SF
Proposed Total Impervious Area = 174,106 $F
Proposed Increase in Impervious Area = 4815 SF
Existing Percent Impervious Area = 36.3 %
Proposed Percent Impervious Area = 37.2 %
P-roltQsed Stormwater Cp[lection:
Drainage Area #1: Currently 17,010 SF of impervious area drain to a tributary of Middle
Swamp through a curb cut and flume in the existing parking lot. The proposed
development will drain 10,425 SF to the same curb cut (most of this is existing asphalt).
An additional 12,175 SF of building area will be collected in roof drains and discharged
into a vegetated filter above Town Hall, into the same tributary,
Drainage Area #2: Currently 57,779 SF of impervious area drain to an existing system of
catch basins and piping, and is discharged through an existing pipe to the tributary of
Middle Swamp. The proposed development will drain 57,235 SF of impervious area
(combination of existing and proposed impervious areas) to piping system and discharge to
tributary through the existing pipe. The number of inlets will not increase, althbugh some
piping and inlets will be relocated to route them around the proposed buildings,
Drainage Area #3: Currently 31,172 SF of asphalt parking area sheet flows off at the
southern corner of the parking lot. The proposed development will have 31,709 SF of
impervious area sheet flow to same location.
Drainage Area #4: Currently 3168 $F of asphalt drain by sheet flow into the NCDOT
drainage ditch. Proposed development reduces this sheet flow to 2103 SF of asphalt area.

Oct 13 '98 9:06
0 K 8-9107548049
State Of North Carolina
Department, of.E4yirorlinent jm4 Natural Resources'
wilmingtoii Regional Office
Wayne McD4vitt, Secretary
James B.' Hunt, Governor
M..) ''SHEET
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Datc. �Frq. LbId 2- L
To; ZQwtizn
FAX* D
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395-3"0 FIX (919) 3JO4004
:An Equal 00p'artPnity Abrinpilve Action IMPIQYtr
Ir. .

State 6f North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 13, 1998
Mr. David Bowman, P.E.
East Coast Engineering
PO Box 2869
Shallotte, NC 28459
I 'TI
TO."WA,
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980733
Bolivia Elern d ry
Brunswick County
Dear Mr. Bowman:
The Wilmington Regional Office received a Stormwater Management Permit Application for Bolivia
Elementary on July 23, 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:
1. Please have Page 3 of the application and the low density supplement initialled.
2. On the low density supplement, please demonstrate compliance with low density in the
calculation box provided at the bottom. The method to demonstrate this is to subtract the
existing impervious area (169,588) from the overall site area (467,482) to get the "adjusted
site area" (ASA). The ASA is then multiplied by the appropriate density factor, 30 % in this
case, and the product is the allowable built -upon area for the expansion. This number is then
compared to the proposed increase in impevious area, (4,815) to see if the increase is less than
or equal to the allowable.
3. Delineate all wetlands on site, or note on the plans that none exist.
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. Bowman
October 13, 1998
Stormwater Project No. SW8 980733
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 November 13, 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\980733.00T
cc: Linda Lewis
Clarence Willlie
Central Files

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2869
Office: 910.754.8029 Shallotte, NC 28459
Wednesday, July 22, 1998
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Bolivia Elementary School
Brunswick County, North Carolina
Dear Nf�� s:
We are pleased to submit two copies of the Stormwater Plan for Bolivia Elementary
School. We have enclosed the review fee of $225, two copies of the application, and two
copies of the calculations, and stormwater summary.
Although this project does not clearly fall into either the low or high density criteria,
we ask that it be given consideration for the low density option. From the stormwater
summary, it is obvious that we are changing the amount of impervious area a relatively
small amount. Although we are proposing that we utilize some of the existing piping, we
are actually decreasing the amount of impervious area draining into the existing system. By
discharging the majority of the runoff from the new building into a vegetated filter, this
design is decreasing the amount of parking lot runoff that currently is discharged directly
into the tributary through an existing curb cut.
We trust that you will find our submittal package in order. Should you require any
additional information, or have any comments, please do not hesitate to contact either Alan
Lewis or myself at our office.
SToRMWATER
ErFIyE
JUL 2 3 1998 I
PROD # ®� M
Enclosures
pc: Greg Long, Shook Design
File: 97-0153.1 (Bolivia Elementary School)
Sincerely,
David B. Bowman, P.E.
President
East Coast Engineering
Company, P.A.

TRANSMISSION VERIFICATION REPORT
TIME 07/20/1998 15:57
NAME NCDEH/WILMINGTON
FAX [phone]
TEL
DATE, TIME 0/ 0 15:57
FAX NO./NAME 7 8
DURATION
RESULT O�.
MODE / `"STANDARD
/ ECM
��U

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor Wayne McDevitt, Secretary
FAX COVER SHEET
Date: '(-W -c!`$
To: v IJF30uxn zk _
CO: e
FAX #: 910 IS+ 35
REMARKS:
No. Of Pages: I.
From: bl 1 s �eivr`5
CO:
FAX#: [phone]
M
6
127 Cardinal Drive Extension, Wilmington, N.C. 23405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity affirmative Action Employer

Date sent: Mon, 20 Jul 1998 13:17:07 -0400
From: "Jeanette Powell" <jeanette—[e-mail]
To: Alida Lewis <Lnda [e-mail]>
Copies to: Bradley Bennett<brad ley_ben [e-mail] r.state. nc. us>
Subject: Re: Bolivia Elementary
I talked to BB about this one and we both are leaning toward low
density, but need more info on the project.
1. How much impervious area are they adding?
2. How much total impervious are they up to?
3. What happens to the flow discharging from the collection system?
4. Are they adding any collection? I can't tell from this plan whats
new (if any) and whats existing piping. 5. Are they routing all the
new stormwater to the existing system or proposing to do something
else with it? It looks like some sheet flows off the west end of the
parking lot, but sheet flows to what?
�F
Alida Lewis wrote:
> Dear Jeanette:
> The Bolivia School that you thought looked like redevelopment does
> not meet the definition. There will be more impervious area than
> previously existed. They don't want to give any up. Can I permit as
> low density with an existing collection system?
> Linda
Mailto:[e-mail]
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
[phone], ext. 537
Alida Lewis
qr0
-- 1 -- Mon, 20 Jul 1998 14:55:42

Date sent: Tue, 07 Jul 1998 10:16:12 -0400
From: "Jeanette Powell"<[e-mail]
To: Linda Lewis <Iinda [e-mail]>
, Bradley Bennett<[e-mail]
Subject: Responses to Questions
Bolivia Elementary School
Based on the plan we have on file up here, this project looks like
redevelopment. One existing parking lot is being converted to a
building and one existing parking lot is being reconfigured to include
islands. Can the islands be used for bioretention with curb cuts?
How much exisitng area is available on -site to meet MEP? And is the
S/ECP the trigger mechanism for the state permit?
Mai Ito: Jeanette [e-mail]
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
[phone], ext. 537
Alida Lewis -- 1 -- Wed, 8 Jul 1998 07:53:03

Date sent: Tue, 30 Jun 1998 09:53:50 -0400
From: "Jeanette Powell"<[e-mail]
To: Alida Lewis <Lnda [e-mail]>
Copies to: Bradlev Bennett <bradley_hen ne. [e-mail]>
Subject: Re: Bolivia Elementary School
Alida Lewis wrote:
> Dear Jeanette:
> The concern with Bolivia Elementary is that the site is existing,
> and proposes to reconstruct an existing parking area into a
> new building, and add new parking to another existing parking
> lot. The problem comes in due to the existing collection system
> which will collect from the new building, but the engineer says
> that no more runoff than before will enter the system. I just
> needed to know how to permit the new development.
My understanding here is that no new impervious drainage will be routed
to the existing storm sewer system b/c the new building will occupy the
same impervious footprint as an existing parking lot which already
drains to the system. However, new parking will be added, so
redevelopment is out. I'm assuming there is enough property involved to
consider low density if it weren't for the collection system. What do
they propose to do with the drainage from the new parking lot?
> Linda
Mailto:[e-mail]
North Carolina Department of Environment and
Division of Water Quality
Stormwater and General Permits Unit
[phone], ext. 537
Natural Resources
Aiida Lewis -- 1 -- Wed, 1 Jul 1998 07:49:34

LEGEND
PROPOSED ASPHALT
PROPOSED STRUCTURE
PROPOSED CONCRETE
EXISTING ASPHALT/CONCRETE
TO BE REMOVED
EXISTING ASPHALT TO BE REMOVED
EXISTING STONE BASE TO BE REGRADED
EDGE OF EXISTING ASPHALT PAVEMENT

REMOVE EXISTING ASPHALT
AND STONE BASE
U.S. HIGHWAY 1
------------ --------------------------------------------- --------- ------- /
I -REW E _,EXISTJKG ASPH
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CONSTRUCTION SEQUENCE
STORMWATER SUMMARY
1. TOTAL SITE AREA = 467,482 SF
2. EXISTING IMPERVIOUS AREA = 169,588 SF
3. PROPOSED TOTAL IMPERVIOUS AREA = 174,106 SF
4. PROPOSED INCREASE IN IMPERVIOUS AREA = 4815 SF
5. EXISTING PERCENT IMPERVIOUS AREA = 36.3%
6. PROPOSED PERCENT IMPERVIOUS AREA = 37.2%
IjjI
REMOVE EXISTING CULVERT
1.
Obtain approval of the Erosion Control Plan from the North Carolina Department
of Environment, and Natural Resources (NCDENR), Land Quality Section. Obtain
the Stormwater Plan from NCDENR, Division Water
approval of of Quality.
2.
Install construction entrance.
C-)
3.
Install silt fencing.
4.
Install inlet protection.
Gj
5.
Grade site.
42i
6.
Construct building.
7.
Install gravity sewers, storm drainage system, water system.
SITE
8.
Construct concrete sidewalks and asphalt pavement.
9.
Stabilize all disturbed areas not to be paved with vegetation capable of
withstanding erosion.
10.
Maintain all temporary erosion control measures until permanent ground cover
is established.
A
LOCATION
MAP
REMOVEEXISTING CULVERTS
REMOVE EXISTING ASPHALT
AND STONE BASE
A.
....... ...
t - rit
T REMOVE E ISTING" ASPHAL
AND RE DES
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9f.
RE OVE EXISTING ASPHALT
A STONE BASE
DRAINAGE AREA- #3
p,
.... ...... .... ... ........
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AND STONE BASE
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is
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NEW EQUIPMENT
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D STONE BASE
REMOVE EXISTING
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\\\--REPLACE EXISTING SAWCUT EXISTING CONCRETE
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LEGEND
......... .
PROPOSED ASPHALT
............
PROPOSED STRUCTURE
PROPOSED CONCRETE
EXISTING ASPHALT/CONCRETE
TO BE REMOVED
EXISTING ASPHALT TO BE REMOVED
EXISTING STONE BASE TO BE REGRADED
EDGE OF EXISTING ASPHALT PAVEMENT
U.S. HIGHWAY 17 BUSINESS
—REMOVE EXISTING ASPHALT
AND STONE BASE
...... . ...
� w.
1
'4
DRAINAG EA Will' AR-
.. .. ....... .
i.
EXI TING,, -4 RCP 5"0. RCP
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CONCRETE PAVING
el
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REMOVE EXISTING
STORMI)RAIN PIPE
4it
EXISTING BLDG 200 rn
BLD, 400
KEY PLAN
S 1`1 0 0 K
on.
MID, E S H G N
The Atherton Mill
2000 South Blvd./Suite 510
Charlotte, NC
28203
704
377.0661
FAX
377.0963
4,
3
h,
C E I V E
JUL 2 3 1998
P R 0 J 4 LMAO �_73
BOLIVIA
ELEMENTARY SCHOOL
US HWY. 17
Bolivia, NC
EAST COAST
ENGINEERING
COMPANY, P.A.
Shallotte, North Carolina 28459
4918 Ma*n Street - P.O. Box 2869
910.754.8029
Revisions/Updates BID ISSUE 03 JULY 1998
Project Number 7083
Date 15 JUNE 1998
This Drawing is the property of Shook Design
Group, Inc and is not to be repr9duced
or copied in whole or in part. It is only
to be used for the project and site
specifically indentified herein and is
not to be used on any other pro)ect.
It is to be returned upon the written
request of Shook Design Group, Inc.
@ Copyright 1997
Shook Design Group, Inc.
'p
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