SW8 080112_Permit and Site Plan for Pond E (2).pdf

State Stormwater Management Systems
Permit No. SW8 080112
February 6, 2008
Mr. John McConnell, Member Manager
JAX Development Group, LLC
401 Chatom Square Office Park, Suite B
Fredericksburg, VA 22405
Subject: Stormwater Permit No. SW8 080112
Affordable Suites
High Density Project
Onslow County
Dear Mr. McConnell:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Affordable Suites on February 1, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and the NPDES Phase II
Post Construction Requirements set forth in Session Law 2006-246. We are forwarding
Permit No. SW8 080112 dated February 6, 2008, for the construction of the subject
project.
This permit shall be effective from the date of issuance until February 6, 2018, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
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 sixty (60)
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 Christine Nelson, or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
SurFace Water Protection Section
ENB/can: S:\WQS\STORMWATER\PERMIT\080112.feb08
cc: Jason Houston, Parker & Associates, Inc.
Onslow County Building Inspections
Christine Nelson
Wilmington Regional Office
Central Files
Page 1 of 7

State Stormwater Management Systems
Permit No. SW8 080112
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH 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
John McConnell & JAX Development Group, LLC
Affordable Suites
McDaniel Drive, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of a sand filter in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2006-246 (hereafter referred to as
the "stormwater rules and the NPDES Phase 11 Post Construction Requirements") 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.
This permit shall be effective from the date of issuance until February 6, 2018, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 78,840 square feet of
impervious area.
3. The proposed system must be operated with a vegetated filter.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans. The built-upon area for the future
development is limited to 40,321 square feet.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
6. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 080112
r�
The following design criteria have been permitted for the sand filter and must be
provided and maintained at design condition:
a
b
c
d
e
f.
9
h
9�
k.
I .
m
n.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Design Storm, inches:
Depth of Sand, feet:
Filter Bottom Elevation, FMSL:
Top of Sand Elevation, FMSL:
Weir Elevation into Sand Filter, FMSL:
Bypass Weir Elevation, FMSL:
Permitted Total Surface Area, ft2:
Sediment Chamber Surface Area, ft2:
Sand Filter Surface Area, ft2:
Permitted Total Storage Volume, ft3:
Drawdown Orifice:
Time to Drawdown, hours:
Receiving Stream/River Basin
Stream Index Number:
Classification of Water Body:
2.59
112,632
0
78,840
1.5
1.5
39.65
41.65
41.65
44.15
1,575
650
925
8,377
6"Q� pipe
40
UT to Northeast Creek / White Oak
stream index number
"stream class"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person perForming the work and what actions were taken.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 080112
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 080112
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change form
to the Division of Water Quality, signed by the parties involved, and
accompanied by the appropriate documentation as listed on page 2 of the form.
The approval of this request will be considered on its merits and may or may not
be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. 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) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. 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.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
Permit issued this the 6th day of January 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 080112
Affordable Suites
Stormwater Permit No. SW8 080112
Onslow County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically / weekly /
Full-time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 080112
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surFace area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

- L d•
DRAINAGE PIPE CHART NarE: � .
Gontractor shatl insur�e that ha and atl his workers (contractors, . • iSF - Iron Stake �ound
aubcantractors a�d athar sita persorx�et) do noi damaga c.onstruction 1SS - Iron 5take 5et
AREA 410 DIAMETER GRADE LENGTH stakea or otF� maasurea usad in iaying out the project whether by � PKS - PK Naii Set
� • or crwther ' ' o • ��
PIPE {acres} (cfs} (inches} { o) tlf) the F.ngEneer� antity inctudin� thoee unde� tha empt y of tha ' R/W - R�ght-of-way .,i
_�_ _ - �� -- contraCtur. Contractor shati cause his workara to observe and verif
A 0.57 3.7 15 RCP 0.5 50 Y �- Genterline �u
B 0.19 1.2 15" RCP 0.5 52 to the fulteet extent practtcabte tl�ai atakas, other meaeurea and �r^adea PP - Power Pote , �
C 0.94 6.1 18" R�P 0.35 140 a'"a� a' appea" to be, accurata and tarrcct, ax! immediatety, but prior LP - Light Pote ? L
to any asaociated work, notify the stoking e�ntity of any potentiat conftict, GW - Guy Wire �p 0
D 1.3I 8.5 24° RCP 0.20 144 errar ar q�estion regarding the work. Tha Enginear shall not be responaibte : MBL - Minimum Building Line �
E 1.5$ 10.2 24" RCP 0.25 42 if aU of tha above rrteasuras are not strictty adher�ed to. 7he Engir�ear ahait G�G - Curb � Gutter �- :°
F 0.15 0.9 15" RCP 3.4 36 not be responsibta wF�a+^e due to dcmaga, hia stuking tprt not be verificd. EE�1 - Existing Fire �-iydrant '� Penny Lcne p
�or criticat or costty componenta of tha work, whera the contractor batieves EC,V -�xisting �ate Valve y. �' °
G 1. 7 3 11. 2 2 4" RC P -0. 2 5 4 4 that atcoking may not be preserved, the contrc�ctor ahatl rae�est the staking � �
H 2.15 13.9 24" RCP 12 entit to tace staki in an area whero ita �M�1 - Existing Manhote �'S
ecb - Existing Catch Basin
y p ng pretsar^vation can be irnsw ed. ��
_ RGP - Reinforced Concrete Pipe ?
Q=CiA RCP = Reinforced Concrete Pipe
- Ditch �-" 2.4t i"liles
tc=5 min. CFS = Cubic Feet per Second - Ghain Link Fenca `�S8 '�`
i10=7.2 in/hr. LF = Linear Feet �elp - Existing Light Pole �� _ z Nighway i7
catv - Cabie Televison •
; YIGB - Yard Intet Cat "ch Basin '
C-0.65 FPS = Feet per Second) � r�6� �,�
2�� -r pe nAn Naturai , . � GB - Catch Basin �.cL �Q
NOTE : Buffer (4' Large JS - Junction Box -�-
1. Contractor shall use invert elevations shown on plans I � I � 7rees, 6 Smatl Trees' I I � � ' I ( PFE -�inished Ftoor Etevation �x,.
for construction. Grades' shown above are rounded. 4 25 Large Shrubs I N/G - Nandicap
per 100 L.F.) (to be Single Famity . r-' `� 3� . ecb TOC - Top of Gurb
2. Lengths shown are fram C catch basin to C catch basin I I ( � verified by Gity of � � Subdfv�sion � ' ( �-� ( � 141 � � j � top 44:�ii FL - Ftow Line
Actual pipe lengths will vary. Jacksonvitle � I � 1 �140 � -'' n= inv. 41.06 I
• ,- existin . . � )
,,, fitled w/ sitt
3. Pipe lengths include flared end sections. pr'otected prior to Foxhom Wttage � � .- g k , '.:>
( i ( � cr�d durine construction}� � �..x.ction Ii, Phase t + �138 , � � � � � juniper bed � o � �:: � `
-_ � 139 r ++ t� "-: � , rr �,� "
• 9 M.B. 22, Pg. 215 � �'JIZ'E BENC � o .�. :•;:.Y
:: .;.,::
. ::.
Existm _ � . .,: _
6 Ni h Wood i j 10 Natural o
� ''� � Zone O�I � <t 4- : r. a
( � I e � \ 135 � I • � ` � I ,� ( RR S �ke �n PP n SW S�de. - � - �. 3 � � '� ����
4 Privacy Fence _� � 136 � �"� Pimting Buffe p t�s��
existin Elev. �F8.59 �: • • �:� .
I j 20' Drainage � ( �-� � � �137 i � � 6' high wood I i �'' -:�..�
� tilit Ec ent ( privacy fence � 2tu NAV 2 ��� ;:;: �r � � � �
�.:
., '
- - - - - - - - - - - - - - - - - - - - - :.; ;, ec
.- ._ __ -. _ b V1C2}Cllf�T: S e C
' I I I� I� � Existing l existing 24" I '` ::� m top 44.78 Ne�t io SCale
� �' � - � - - - � - - - � -� - - - � - - --U RGP ( itied sil )
Ditch ,
'. ::`: :.� I infv: 41.72
�nstatt sttt ��cs : � -- -- - >; 24° :;.; � wi t GENERAL NOTES:
� inv. 41.73 - - .�. exist.. :.. m '
f � _ - _ , _ - - _. _ _ ' otal Acre
- --- --� � - .---- = - =- 15 ::, RCP Soundary � ��opoqraphie contours taken frcm m actual surYay
::.
^ - - ;.
, .
..� . - �
�
1
_ � rac a a:
f --_4 ' - - - - _ ._�-- - '- / IPF - fram Par atsa, Inc., May 2002, and ffaid verified T age . . . . . . . . . . . . . . . . . . . . . . 2.78 Ac.
� � � � :. . ::::
k '' "°• , cr a e i Par s
.,� W ,: .:. Gt�'tt1^
. :.�. t 2007' g
A e n k
-Retait- • --� ' �'� existin , or other land usa e . . . . ,. . . . . . N A
E . p o p oh�hp Sl�ip '-'�"!'31� -'�`�'�"' ohj��dh p , ;,,;. g actor Yeriiy locGtion of All urtdier'gr'ot�'1d utitities g I
� Gy`� PP .� � .4 � P :, ohp ----{--- ::��� � 24" RGi' 2 prior to ahatt t of uiork, Acreage in open space . . . . . ,. . . . . . . . . 0.6 Ac.
• � � �: .s , , , „ t �,. � ,. . - . � � . ��_:. �. � �p 0:1
.. ..
Venture Pro rties Deveto ent fnc. _ . �. , , , . . ; ; � : . ,�, � . A _:� . : v , x x. t ;�.., Swale .:; ohp . :::: �nv. 41.14 � ; • • _
tx i� � . � �. _ �.. , �_ . . . . , . w. . �. � � _ � _ .: ��..�. . 1
. a .� .� . �. . =' �Ete�. 46.15 .`. ,:.. 3. ,0.a of January l, 198b, crtyone diygitig with mecha�iz�d S�te Zoninq . . . .. . . . . . . . . . . . . . . . . . .
D.B. 1087, Pg. 7q8 ( � I ��iu aiaa � _ . . . . . . . . . . . . .. . . . . . .
.._._.�,����. : ,.'�`� vate utitiL eaearrtents Number of Lots
� ...
.. B
S
' , _ s� ' , _ ..�YX� .e:.�+ �:
E ,
�' .w« y�c�;=
�
M.B. 30, Pg. 'l . � ..� .., .. �.,.�_x... ... . ,, . ... . ~ ... ..._�... . �, � ;:�;. �ipme�t highuiaiy ri6ht -'�+iuYr po"� Y ,
. .�,:,
:.;..
a, Zone B-t � -.. _ .�+ `.. � y,-*s-- „���� a , ---�--�%',., "'�„' - - '" � - - ��� �' or public �spacaa witi be re�irad North Carolir�a L�aw to . . . . . . . . . . ,. . . . . . . . . 2
• ..
..
� ,
�``. Minimum Lot Siz
ry` . . - -�-- -�- - �,,: - - - ----�: - - - �.. - - -.�� - - - - - Average Lot Size ........... .. . ..
.�
� �.: Id A
ex�st�n �µ .,, ..:: give notice of the pr'oposed eXcav� on to atl the existir�g N/A
� . � 4
.
g �, .
a Q� 25' drainage � '� �.:0 , �"� - - _ - - - - .._ ,� � ��'�r � existing wor'ki+'�q days before std^tirt� to dig. Number of unit
•. ., � _. �_.----- ----------�� ._ ----------------- - drive
: ..
.. :
^ .
..
utili i ctit 1 t
s
{� ry. ut�t�ty easement � .: ��" , � x° . , :.;', �'• � :.:: 7he utilit oux�r� reqyirad to lor.ata ita facilities in the araa tdwelling, commercial j . . . . . . . . . . . . . . 1 Commercial
� . e ,w.
_ ., g.A �°. ,�,; .. . . . . ' '
U, ry I 46. � .,, ,.: � � •. . . Ownership Status ........... ..... .. Owned
���� � :;;: � j : ` � of the propoaed axcattation. Ut�tity mernba�^a of ULOCO ca�t
?"� Existing Sw��e � _ �� ; `" ;; � ( ?.: be ca�txted at 1-800-fo32-4'�i49. Type of units . . . . . . . . . . . . . . . . NlA
` I ... .
� � .� ��� Pro osed 2 Sto �wf,� . . . , • • • •
Stormwater Existin9 " " „ i .............. .........
, I � I L � r�J .:.. .
Detentior, Pond 6�1i h Cha;n) ( . � Rxk intet ��" � '✓� ` Rock Int�t •�:�: ' ;:;: 4. Contractor ia raspons bie for corttacting aty locat utiliLy Density .... . N/A
� . T t �
g • Prot,�etion � _,:�'�' �� � ...: ;;;' Existin Use
Link Fence
� r� � r1Ut@t .� Protection �;. � oP �, - :-. :�;. compc»ias that ara not rnembers of ULOCO. g . . . . . . . . . . . . . . . . . . . . Undeveloped
' � . .&u
..::
:•.•.
ri �" � .•
Proposed Use .. .................. . . Hotel
I la ��� j YICB �� ��� � r�y , ,w"�" � v. 43. �:; � �. Gontractor ia roapor�sibta for my darnagas % any dxistine
� �: I Top 45. , -,::� F.F.E.47.75,,,� ,:,-` 5 Gonc. ..:::. � �:.: utitities. Acreage of land�
::..
���� I
.:.� .:
� ....
> . ..
� o � n.:� 44 Ro � :: Ww/ Sidewalk �, 46. 1 •..
� .,. ,, ,_ ..: , . .
�� Inv. 43,�� t,, � �<,� �.> B:; ,_� �;-.:: b. 7t aFfic stri arraws md ai shait be tF�ei North disturbed and exposeci ... .. . 1. 8 6 Ac .
� to be
` E,�' � 1 I�, r 6�'� �" Deed Book 2089, Page 214
- _._::_:. _ � .. .. .. . .. .. .. .. .. .. .. .. . . .. . . .. .. : .. .. .. ..
. .. . . . . . ... . . . . . . . ... . . . . . ... .. ... . . . . ... . . . . . . . . . . . . . . . . . .... .... .... ...: ..... .... .... .... ..... ..
.... .................................. ... .....
. . . . . ...... ......: ......................,. ..............
.. . . .. . . .. . . . . . .. . . . . . .. . . .. . . .. . . . . . `,... .:... �: ,-... �..,.. �..;.. �..:... �..,... :.,.....>...
` . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . .
. . .. ..................... ....... ....... ., .. .. ..
.. �... ..., .... ......................._:............................,...
:�::
. . . > :, ,.::
� � �,,: YICB ; . . . , .; � Ca�^otina �k��artrrtent of Tna�aportaiion atandards.
. .
....:.....
.,
; .:. ........ .:..........:....:...:.. ........:...............:..:.:.::..::-.-.:•.::.•.:,;-.:.. -� ................................................. ..•:.:,::.:�::�.:�•:�.:-.;�.:�::�.:-._.:-.;�,:�: ,:-._.:�._. � . . D d B k 2
, .. ........ ................... ........... ................ ................................... .......... ........................ ............................................. ,, :. ..�. .:. ... .... :.. .... . ...... .. . ., ee o0 939, P . 502
� � .. ..:. . .. . .. . . . .. �,��. . . .. . . ... .. .. .... .. ... .... .... ... ... . . >v.. .. .. .... .. . . . . . .. ... .. ... . . . .. . .. . .. . . . . Top 5 Inataii 5ilt Per�e� . cr�d aigns ahall ba pe+r tF� Nor�th g
. . . . . .. .:; 7 �lar�dicap Pa'kr+�8 R"tar�Cir�a
: j "�`'. ' . . �w�;� .,.• :� :: . � a � ;,�, ` Map Book 22, Page 138
_ I � < .. ..: � .:::� :�. �. . . .
� ... ' ;Typ. Access .. • Carolit'tp State Building Code Accesaibitit Gode Mcrwai.
, ..�:. :.:,:._ .• r�, ,,..� .:>
� � � Office,� ,.::;:.,:..;,,. .�G.25 ,� �,�� 46 25 ... _ t�1 . ; N/C R " a•'.: .,, Y Tax map 345E, Parcel 23, 24, 25, 26
� , . '•_
a f `, � : � ....� .� .,,,;�,. .r. �„� ...s � r� � .,.... ...�. � ...� � �.,. �..,� - � � �X :_. :;:... 8. Gontractor ahall remava or ralocate atl e�ciating atrueture$
C� Existing; �� r�:. �.':. �v� ;,�� . � . � "" :,. Instait N/C Ranp and utititica rec�rired prior to sitas cortstruction.
EROSION AND SEDIMENTATION �: ONTRO NtJTES:
:. ..� .
Ditch �' � ;;�:'':�>. -� �' ;r' �. :�;. 9. For additionai informatian, sea all ai�eets of the plan set. 5ediment controt devices and structures s�att installed,
i� �� � �r � � ��3 � � � N � . i ��
�, - ..
" 10. Tt�eret are no watics�tda on site. maintained and c�rnended as needed ta ovid effective
. � .. . ..� ., ��
/ .:•
s; �, � ,. �N� � : i�'
�� '� '�''`��'� �� ' -� .a' `' 6' '; 11. Tha axiat' a�d o sickwalk ahplt be Prea af crc�cka controt of acceterated sedimentation until t contributin
. . . , . . .. . .
Ex�st�n9 -Yt'o �:5 F . } ... . -. n... .:•.:.:.>�.:-.:�.:,.:-:- �w . _.� ,. � ;<.: � + c ,,.. �9 pr' t�oaed , breaks g
r
6` Nigh Chain .< p ,45 : .55: Top 45.6 ,� � Top 45.5 ,M � A'`' ..: vff N N :.. I atd other dafectm prior to roceiving a cartificate oF occupa�tcy. watershec�s are stabilized.
��
Link �ence ;: �rnr. 41.86 � -'p � ; :. °P ��' '' Irnr. 1. r�� .85 -.�- = $� � D (� .8-5 1►�v. 42.2 ��;�°� /(;,�L .85 ��� [�� � •X .X Stabilized 12. All o ada elavationa are for flow iina unleaa 2. Gonstruction Se nce:
. . ;.._.... C''�� �.<,-�---ii.. � � .: � iT� � ..�,� , cw�r` Y� �y Cf"OSS q> .'.;:. � � � � . NJC .
Do not disturb �ciatirq ditch. ( :. .�� ; ;�'' Watk ;:; Construction oihet"wiae rwted. A. Not�fy Oumer, City of Jacksonville and ngineer prior to
�
If disturbed. regrade to a 3:1 � � � � . �� . : -"'�'- -"'��` �6(�, '� --�•-- �; -.,•�- -•�-, r�` -a► . ' ;`.: Entrar�ca 13. All curb � 9utter sactiona are 'spitl tYPei curb � eutter urtleaa oth�^wiae beginning construction.
�.,
al md estc�tiah : � "� E' � � xx _
� p��t + , �� �*����' � �` 45.70 ,,�"` � �� :;':. noted. 8. instalt stabitizecf construction entrances all points of ACGC$S.
r
o���". �! `� � �"`� ���� ="' "'` 14. The oumer of thia o MAY ba eli �bte for a iat roduction C. Immediatet install sitt fence in areas s wn on lan
� � ��'` � ., . ,�::. install N/C Ran Pr" F�+"tY 8 �� Y p
1nv. 40.37 � w ✓ �,�. s��z, 45.70 `� , p
Existing (nv-. 40.4�1 ,��'� „� ,- ;�' �," "" f ' •::`' in thes mor�thly stormwater fee tFtat tuitt be aasocitr�ed with this c�d in oth�r aroas that may be need .
.�. - � ; <
Stormwater .. „ ` ���` �, "' -� ��` '� � ;:�_ devetoprrlent. to q{sdlify For a�ee Credit, ihe pu�r will rtoed to D. Insiait storm drainage pipe and catch ba ins.
Exist�ng 36 RCP ; �.. � ��
Detention Pond �-- -- � ( .,,;� � n,`� �:` � � . . �_.::_ � provide to tFx� Gity Enginearing Divisicn upon completion of the E. Rough grade site.
� �;
It1Y. 4�.61 _ _..._ � :_. _ �� �� � �� � � � � � iwrr rr�� �� �� �� � a�ot ��
; �j' , ;; :� ' � ,<, � � �.� -:'z project complested it apptication accompa�ied by a copy of F. Install sewer service. •
.; ;
_� �
= `; Existin� 36" RCt?_I. �:. • _ ' ' _,: DL ' DLy�.' ��" ' DL ' ;' OL ' ,:�c= � the 5tate-issued stormwate+^ p�ermit as Nletlpas a copy oF the ait� G. Install �,uater service.
�- r.r� �, �:y.� . �
- - - - - x:� • : �� ��;� � .�° ° A H/C s '• :.' plan{a). 1-I. Rough grade drives and parkir�g.
: :, fi� .�/e�atated ��`' ��,, \ Ram ' :::; Q I. Install curb and utter and C,�BC.
Develo rs Diversified Realt Cor - ;�.� -� .:, .. ,.:. � Gonstant Care 9
{x , Y P•. �� � ;� Fitter �� � � x�s
. ....
D.B. 1094, Pg. 634 : „ ,v�` tet" ,�'%;�;';� e tmg
�H" � � ;` �►-� \ �acksonvitle, LLC J. Construct building.
: ,.
, ��' Sediment Chcmber > ,
. �- ,�
_ ::
M.S. 26, Pg". :168 . • ` ,; � ,- ;. \ ..: Speed' :, w D.B. 1348, Pg. q51 K. Fine rade drive and arkin . Ptace CAH� over
lnv. 40.5E.' .. _ � ...�;�` n, p •:; hum ,:: �--a � 9 P 9
_ �,� Hattom Elev. �.� .. ,.. ►' ,.
Zone B i .: r� �.<� � � � . :� ter . : .: . _ i"(.B. 22 Pp: 138
_, I ,. .,� �,,,; �, .� :. � compacted s��b rade. lnstca4l as hatt sur ace caurse.
, . . 39.65 F; TOG >46.8 ��= TOC �
,� �, 8 , 5tubout for Futu►+e �- < ..: Z� Zone o#I 9 P
�:;- , I -.` , . . . .
�� � r �;. `�: L. Gom tete flne radin of tc�cfsca d ar s � . rk�
To 45.5 <� � ;� . �, „ <.� w�. atorwrwater eatlaction : ., P 9 9 tx G n Pp +�9
; -� p � : .�n FL 46.3 � < FL�46.3 ,- �+
" I �U I
„ < �� � � ,uf . .... , .. �U . .
' s, � I , ��,. :: :> 5 � A<. .JB �.
i►'�v. 41.?5 .� .�, ,� w�.. ayatam frorn outparcel ;.�; - .;:: ;'_ �+ -Rest �lome- lots and a ound buitding.
_.r�� Tap 46.0 ..< : . .
r;�` y� r��� 46.05 ;�, ,,,�. -�; ;.> � M. Ma�ntam erosion controt measures as n
� +£
� � � ��=��' � �.� �� � -�° � Inv. 43A Q { ded �to assurc
�E5 � �� : � ` � � ;;��..;' �� " ,,� . �' � � � . V futl� functioriability. � �
-:
. �. :
�, r d � �� p ;-� � �� � � ..._ �
� Irrv. out � � � � � � 6• C� �� �> �r �. � t" t' _� ������ � � ° :�' � `� � � � , � � � � N. Temporary or perrnanent see�l, fartitize, � and mulch atl�
41.65 Cor�cr^eta G� ' tsvet �. r'"
` � � ,• � .� .:. ::� - disturbed areas within 15 da s of com etin an hase
levet tiGk , � elav 4#�' �;.w ,T;: ��,.� i �,-. a Y 9 Y P
( y�� -� - �� �' existin :� 3 of the grading work. If terr�porary see�ing is used to
S ele,' •a,.b5 l� ; 'f ; . � :;�x ; �:.� / � g :., „)
::.
existing v � �� � "�'°" ` -- `��� / '� I � '` 37' ter-nporary stabiiize an area, upon final grading of the job
��, � ; � ._- - / 0.53 AGRE ;, �` � . . :;, �:: N
headwatt the permanent seed, fertilizer and mul h shatl be completed.
I � I
_ -- < " ;` I
� � f � � ,, `� � ` " OUTPARCE � b- b , �r
,;< ..,;
inv. 3q.54 �� � �; . � r. ;: � w .- :,. ; � 3. Seeding Specifications:
� v � , �'"� ��d Ghanba� �` ;- TOC 47. 8' Stre, `
AGCESS EASErIENT ex,sting y ,'w���' b°� R�:�' TpG q7�. -" �L•qb.85 I La �m-� � ` * ';� � Apply lime and fertilizer �d woric into 4- inches of soil. Seed
" ; ��: � � / � mixture shalt be distributed uniformty and c vered with a cie�
PER D.B. 1586 PG. 760 adwatt :1 �: Bottcm EtsY. ���' : �1.�46.85 1 ��
r,�
ecb l 2j1 1 � 3a1.b5 ��, �* �` . ° 1 ��� �� �.'`; . .;,'v, Exist;ng straw mulci�. All mutch shall be �rimped or asphatt tacked to hetp
.... �
top 45.67 � 2-GW 1 ,- M ��,` Build n
6 Perfarated Drain Pipe �,� A `��°'b L;���� I ;� :�:. ';: g hold in place. (n addition, geotextile fabric s atl be used in arcas
inv. 42.54 elp'�' Inv. with Fabric Sleeve �" " p� ~ � t ,.•, . . .. .:.::. ! \ indicated. 1`1atariat and application rates are s foltowed: �Mutch
�: . ' �
� "� 4. I Ty�=; = {�, � I Rainatatt 1 \ cre i � i *
� +� � rate to be 3.0 Tons per a 'f �t 's crimpe
' �-.
89.6 � � � � \a ; M � .�� H/G Rcmp ,. '
, �v ��� awr. � Mate Applic tio Ra
.; .
;. ;
' �` �/ ��,�� �-. r tOC A8.0 ,.�. I Cit� '' � I,imeY2 1000a1bsn/acte
r � �
al
���' �. ','. �L�47 ,� Y � r( Q 10 1} 0 s
` r�• x -_,� ' ,' / ��, ` �y� - - - - "�=� - ��" � Fertilize 1 - - 0 80 lb Iac.
_ �", � Stmdarda
� � Existing � � � , .r--- - - , � T - �--�,..p. M.B.L. . . . . . .
.�� 35i � �, I
��° `_--� ---" � � � :' " I
_ .
:;, .
�.r .
27'± Drive 'h'''; ��. T � �:� ` �: [ g 1 . x
Mulch 2 0 tons/ac
�t� ;��j.� � �-� :;:: Asphalt Tack 435 a , / ac (ma . )
.
� � f � �"�' � : r ;���' ���' : ::� Permanent Seeding
� - - . �QG 48. - ' � Stabitized � �� . Common Bermuda
..�="' : .- .. • .: . p.. � .� � :. ross Walk �o5le hood to `,sting : ( 3
. � i?L�4 ° Construction `�`� � $
� .�. : . •�. :.• :' � � `, : .'. •. ..' •' •.--. . - - . ___ �-_ � istin� curb intet ;��h/c ramp � , ,�`:: (Unhulled Sept. 1 - April 11 100 lbs. /ac.
.� ... .. . �.. _ .. ...,. �, : .., .�+ .: � 5c�__x! �F��ylt�,ar` , Entrw�ce GS a�d provida protection ��° • {Hulled April 1 - Sept. 1) 75 lbs./ac.
. s . • .� ' . • � , p, . . l � �7W Yi%w�l � � .. ..� , . . ,. � . . . � . . � . . . . � . � .
. ..: ... •: , / � �1/C Ramp Ramp �,,� ( � , ��Rebel" Fescue 50 ibs./ac.
•:: .' � � e��ting�°: �. : �'.: - . - . 4 I on sheet � � b .�;
•: . ,,
uic :..�•.
, . ::
;:� : e . .. . . � ` e...G �,���,_ - :;�:�� ': _ .��� Rye Grain (Se t. 1 - A ril :1 onl } 50 Ibs. /ac.
. . . ipn�rti�e �' �� � � P Y
• : + . . . � � . � �.. . .. e.• . . ._ . ... . � . . - . . . ... �
. . . . � � / _ _ �._
� .
.
• � •. .>.� :'�ioac�ing:a.r�a.. .A.-. •. . German - �
...: .... ...:.............. .
. � .. a.. ,. . . .. .. .. .. .. . ...,.....,.., ....:...........:... �.l 1 S . 1 onl 50 lbs./ac.
. I ..... ............,.................... ............. .......
. (
. : . .... . ..: . . ,: .:
� . � . . . . . . . . . .., .. ... .. .. N
. . . .. .......... . ....... ..... ... ....... .................. . . . . ...
. e . . . . . . .. ... :: �: :: �: : �: : • . . ..,.:........� .:...,...,.,..:.t,;�:_,.:::. ..�;;._.�....-
• :. ;. .� , :;
� . . .... .... .. . .... .. .. .... .: .. ..... ..... ........... .... ..... ..... ..... .... .... .... .... ..... .... ..... ... . ..... •. . ...•:. , . . . .•:; .•::: .-:. . . . . .. ... . ..... ...... . •
. .. . > . : , " . . �. � , .. . .- .' . . : . . � • I : : .:.. ::.:..:..... . .. . . . . . . . . . . . TemporaMylSeedingr
� ..
_. ,� . -• . _ � . . ; . . . ,.. . N/G :'_'.:r.:-...... exis in s� cwa . . .. . . . .. . . . . I: �. . p �
. I e� t �
. . . . ., . . .
.,��t� � ��� Dec. 15 - April 15 =
.. . .: • �;: �: �� �
� � � Rrsnp ; N/C Ramp existing 24" c�g Xi'�J�. enn� ane �+� �_ . ( � Gare Bridge � Kobe Lespedeza 50 Ibs./ac.
� \ -- -- 0 3� �xisting 24 Assisted Living
( �� � �0'�1` �" '-'"� �� u Gitv of Jacksonvitle _ PKS - - - - �'� �� ��� ' drive Gommunity ��a��d� 8� Apri - Sept. 1 100 1 / .
e Grain bs. ac
1 1 15
`^ ' German Millet '40 lbs.lac.
X�iv j �,g /'� existing D.B. 13q8, Pg. 2 q ecb ecb , Zone 8-t
Inetail 5ilt Fer�te u.� < e d i cb 3k' b-b to 46.35 �� to 6.23 �1' b-b (public reat} 20 Eascment
G / sl." es gn . p p 4 �
o to 4b.0 �' cxisting � ditch • ,� inv. 43.77 inv. 43.6i existing aspha(t drive D•8� »`�� f'8• 2�q �♦ ex. h/c � � � Sept. 1- Dee. 15
�N / . p ex,stin 24 c� \ '.:: Rye Grain 100 lbs ./ac .
�S � PK5 �nv. 42 �.... r�P 4 i all osion i
• � .
. ...... .. .. .... ., .......... .. ..: _._,�.,-... .. .. ....--..... .�.-. .......... .... ---
Gontractor is res ponsibte for ma'ntaining r' contro
,..
�..:
� .. ....: -: -:.-: .:�: :.:-.: �.:-: :�,:-. :,:�.: :.:� . ,;.. .:• ::: . . .
,..r,�.�,., , �: � .�-�»-.� . .. .. .
� .,.; .. : •.. ... : ..- : ,: : : . : ,.. ::.�.�.::.:. :
.:::. .::: :.:::.:.:�:'::.•;'�:: .�.�:.:..:. :.. . . :.., .... .. ....._. .
. . . : . :::::� �::.:.}-�-.. .:......:.......... . �::�.:�:.::�:.::�..: ..:...: ..:...;�.. ....:�. .. ..:... _
- - / .r.-..-- ... ... .... ... .... . .. .. ..... ........�......... �....:....:....:....:....:....:....:.... ....._... :. . ... .. .... . ..:.- .:. ::::>.:.<:•.:::....:....::::..:. :. measures and shatl check and amend meas res as re ired
Retait xist�ng t F. . .,.:,:,:..; ..:................... ....:, ..,..,.,.....,....,. ...... . .. :....:,. .:,..:.,.; ..:. :. ..,.:. �:.. •.. .. . I �
.. ..
� �uitdin � - .- -- ::;.... .:• . -.. ... - - _ _ �= - - - =- - - -�--- - � - - - - very ra event to prevent accele ated erosion
... . . ,
....
- ��:� �:
.,:.. . . --
..::. ;.;..;. c : .
.. .
, -. _..Y.. --- - ex. ;:. �rtom takin place t on this site.
.��!"`".
9
/ - --� _ - _ ex. desi � design 5. Once areas have been stabilized, �d accepte by the owner,
��l I �� ��"'� Exis n -/ 6 CO � contractor is to remove temporctry erosion ontrot measures,
:. � � f �
. :: ::: ..
t-1/G ' :;•-' inv. 43.06
�. � � � �� � Sign � ,:' re rade, grass, fertitize, � mulcl� to restab lize these areas
' . : ,:
R�P . ! � ;;. � �p _ ... ' � . . . : . ( ,, wil�l not fx accepted until finai �ermanent ass is estabtished
' � �' ' ::: +' r,, '; •_ with q complete cover and thriving and atl reas are stabilized.
/ ::�:' � :� � - _ ,.
- �� n ex. desi sand ex. design cb �� ' I ' . . <
� "� �� \ ex.'desi sand � ': � ' � r'' ,' " lf areas do not stabitize, contractor shail r peat tl�e above
`:,
.:• ex. design 6 pipe � • CX. G�GS(gi1 6 pipe 9�
/ : � � - - - - - f iltcr - - - - - mv. 43.33 - - - - - - - - f i lttr i _ �p � �'� .�d � � , � M .
� : F�.' untit the areas is stabilized.
„ ;, .
;° >:' '`� ,::. , .. r� ,:�` `�°�..�, y 6. fitter is not to be in operation until en ire watershed is
.: .;... .:
� 4 4 � ... Onslow County 1-lospitatity, LLC � � : . � y . r � . : £. � '�
Sand
tig," µ permc�en t ty s ta bi lize d. ( S ee San d Fi l tcr de.ail s h eet for
/% - Vacant- D.B. 28b, i'g. 346 'a : a � g �. � s
.:-:
�: `
.. .
/ � � � � u � ,;. � ( ESA i5qt Inc. u " w> `� , additionat information.) -
ex. des� cb I Zone B-1 -a ..:> .II D.B. 1442, Pg. i54 ,� � °,��_; � � � r
.� ' .
:. � � y � ( -. ,:;. ._ � � � ,,q � t ta Grading, Drainage, Erosion and Sedi:mentati n Control Plan
:. :. A
�' .:'. I ..�: � tOKi YrJ.� . . � � . .. � �% �L ':'�. _ N�. . M.B.Z24r _BP9, ��% . . . . . . � .. •• �,°�M ..i`� , � A� ti;' iY � . . . . . . . . . .. � .... ... . � . .. .. .
I { � .... . . .
: ; . . ,y .
_
. y�
..:. � ..,:. / ICtV . 4'1.0 . . : ( 6 :�: � <o'm r'�3�.. qa a r �j 1 { :�-� s° ..�3 '+�'� . . . . . . . ..
.. > OI'1C
� � � Clp � 3:'. A,� �� ���YtAiiS` �kt� 6
...., �� �� -
�
j �::� � �� � :� :; _ �;���8 �� �� � ����� �ifforda�ble Su�ites
� .._ 4 '�=' � ex. design - - - ^- - - - - - - w - ote!- =#�ss�easef
... ..... .... .... ..:. ..... ....
�
1 I
.. .. .. .-.. .•.:.•.•:. . <..
.:.:...: :...:.:.�.: :.....:...:
....
N
� . : � . . r;: :>::..:: �:::..:::� .:::..:::.. . .. :.... . ..:. .... . � - � , . . � � .
. .:.�.�....:�::'�:�::.�. .. . ::.•:.t:.�.
;.�. .. , .. � . . � . . , . . .
... .:•. . . ..........................................................:. ... . . .. _ . . .
, .�..:..�.:..:.�.:..:.�.:.:.v.;:.�.:.:.�...,-::...�:.�..�:.�...:.. ..
� ..::i�{:.�;i�:c:�;..:;;r.::.i?'.'-`l:Ci`:'r;.�:::.:�c�'.�..i�•.i:�:-•St>::•';t�'�:`J.i.-'-:4t�.i:�::�.i:b°.�,::Si�{::c�:::i.'_
� ....: . - . . ..
. � � sand filter ........................:........ ...... .............................._............,..:.......... >..
;-. � �- �: u
� ; ...........:....:.... .... ... .:..........:_...............,...................... .....,..;........ ....,...,. ...
., .. ....... . ..... . ,... . ,, ... . ,:.. .,.
f �;;; I �� ' " Jacksonviile T�.up., Onslow Ga., Norih Gar�olina
ecb � � ,' ex. design fes I I..� ..
.; � •:. . ... . .
:, :..
:; ;.:.; . inv. out 4f .80 • �
';
�.op 4�.07 ;.. � =. �X ::: . . ;;::: I .���.��� �z ��S��i�',�.A7'�� I��' ow+-,��i�v�to�
�nv. ��.�8 �:'�:� - I ° �`
� .:: . n x11 pnc�ent c
� `
.. .
,' elp � ' C��3t1E.TIPdG EidGI��EE�u Lr'siti�i 5�ft�'�Yt1�itS LAN� gLAPtta�lt5
� :. :: � �ropo�d � �o � Jackso v' e Develo G oup, Tn .
� ��
. .;; .. �.. . �a -
...
:.
_:. - :� : Story Notei �: I 0 BQ� 976 C�GSC1IVi/ii.Ll� R'C Zl35�1 0976
__� :..
,.. . eip xisting 6 :. eco
::> .-_-�... :: �: tp s�wer I 401 Ghatum S are Office Park Suite B
• ` Wa �
•
t � � I � swale . � :;: .. Fredoricksburg, VA 22405
ecb �. .:: f at I
top 46.08 , � � ;
.:; � Existing
. .. . ,.
inv. 40.14 f � Building\
� �
t;� � \ DATE: 08/2 1/07 ��t�hic sca� �°=so�
::: � � ( �° ,; : j ex. wood ( \ , 0 I 0 20 30 60 90 _
f I i � .; ....
.-�.:. Sto�ag� ::::- �: SCA I "-- 30'
,:: �.
, buitding -
i � • �, 2 dumpsters � �."E' -
.:
'�-
:.;;,
PEET
... .
:
<::
� p on conc. pad ':
, ,, ! � � � :�� poo, ho 5e . . , I � ::�_ : � P�rker & Ass�ciates, Inc �n� �a�
_ existing 6 . �s4 20�
wooa fen�e Consv.lting Enguieers - Land Surveyors - Land Pl ere
Rev. Ot/10/OS JJL - Revised sand filter. F�E�� aOOK: N/A P.9. Bo= 976 - 28541-0976 ��
DISK NAME: AGAD 2058
......:..
t 1 7 - c ised ela ation.
...:�..•.•..::..•..� ,,;.:.:.::.;::•��:.::.
Rev. 2/ 2/0 JJL R v v 806 Ne� Brid�e Street - 285�40 "`�•:::::;%:;�?.::�•::'y:r":;:.,:�;:.:•:;?-'.•:,:;:;.:::�
Rev. il/7/07 JJL - Revised per GOJ/TRC Comments. F��FNAME: Affordabie 5uites-gen.dwg JJL She'e't 2 Qf 6 Jaekeoavllle, North Carolina
,......; ., �...�...�...:.
Rev. 10l2q/07 JJL - Revised per COJ/TRG Comments. .1oB NO.: 5070516-4338 � ��Phone {910} 455-241+4 + Fax (910} 4�'i5-3441