SW7110303_HISTORICAL FILE_20140630

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW 'jl�(i JD
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
o
YY MMDD

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NC® WR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Don Palmer
115 Azure Drive
Emerald Isle, NC 28594
Dear Mr. Palmer:
John E. Skvarla, III
Secretary
July 30, 2014
Subject: Failure to Provide Certification
Stormwater Management Permit SW7110303
Kid's World
High Density Commercial Wet Pond Project
Craven County
This letter is to inform you of certain conditions of your stormwater permit that have
not been met. Permit SW7110303 was issued on March 15, 2011 for a wet detention pond
to serve a family amusement park located at 7430 U.S. Hwy 70 near New Bern, NC. A
Division of Energy, Mineral, and Land, Resources file review confirms that a certification of
completion has not been submitted. Permit condition number ll. 8 states "Upon completion
of construction 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..."
Please provide a copy of the certification or a statement that the project has not
been constructed to this Office at the letterhead address within 30 days of receipt of this
letter. If you have questions, please feel free to contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
Cc Jeffery Ashford Wynne
Avolis Engineering, P.A.
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone]/ FAX: [phone]
Internet: http://ponal.ncdenr.org/web/Ir/land-guality
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

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Stormwater Management Narrative
Kid's World
US Highway 70 East
Craven County
i
MAR 0 8 2011
NC ®ENR
This project proposes the construction of a family amusement park consisting of small
amusement rides, miniature golf, a go kart track and an arcade building.
The project will have a wet detention pond for stonmwater treatment. The pond is sized
for 90% TSS removal and will detain the treatment volume associated with the 1.5 inch
rainfall event. The project area is established as a total of 4.157 acres in size. The
project built -upon area is 44.6%. 3.9 acres of the site will be disturbed by this project in
order to construct the site improvements.
The wet pond is sized using the average pond depth method and comes out to an average
depth of 4.09 feet. The forebay is sized to be 20.4% of the pond volume excluding the
one foot sediment storage zone. The provided permanent pool surface area of 7,282 SF
exceeds the required 7,007 SF of permanent pool surface area. The detention pond will
be used as a temporary sedimentation trap during construction and will be cleaned of any
accumulated sediment after construction.
"rhe soils on the site are classified as rains by the Craven County Soil Survey. Rains is
described as a fine sandy loam and a sandy clay loam at the depths to be disturbed by this
project. The depth to the seasonal high water table at the boring location was determined
to be 24 inches. This depth corresponds to an elevation of 24.5 feet_ The pond
permanent pool elevation is set at an elevation of 24.5.
']'he property is owned by Mr. Jeffery Wynne and is being developed by Mr. Donald
Palmer. There have been no previous permits issued for the work area. The stormwater
detention pond is being constructed on adjoining property belonging to a family member
of Mr. Jeffery Wynne. A legal easement has been obtained for the use of this property.
There is no off -site pervious or impervious area draining into the site.
The sewer system for the property will be a septic system and pressure drain field which
is permitted through the NCDENR and Craven County. There will be no other new
utilities constructed by this project. There are no known historic sites on the property.
There are not any NCDENR non-compliance issues associated with the site.
The site drains to Tucker Creek, a tributary of the Neuse River. "fucker Creek is
classified as SC;Sw,NSW, index #27-1 12-6. There are not any Coastal wetlands on the
site. 404 wetlands are located at the rear of the site but are outside of the work area. A
NCLIse riparian buffer exists at the rear of the site. Grading and managed vegetation will
occur in the outer 20 feet of the buffer. Zone I of the buffer will remain undisturbed.

The detention pond oulfall occurs above the riparian buffer, This project, including the
detention pond oulfall, does not impact any wetlands. The wetlands were delineated by
Joseph C. Avolis, PE, president Avolis Engineering, PA.
This project requires post development runoff rate control which is accomplished by the
wet pond to pre -development conditions for the I -year, 24-11our storm.
Since a new ditch oulfall is occurring to the adjacent riparian buffer, 30% reduction of
nutrients is provided. This reduction is accomplished by a combination of a 5:1 side
slope grass swale segment and the wet detention pond.

AVOLIS ENGINEERING. P.A.
P.O. Box 15564 New Bern, North Carolina 28561 Office: 252.633.0068
March 4, 2011
Ms. Lynn Hardison
Express Permit Coordinator
NCDENR
943 Washington Square Mall
Washington, NC 27889
Re: Kid's World Amusement Park, Craven County
Dear Lynn:
MAR 0 S 2011
NC ®ENR
Enclosed please find our erosion and stormwater submittal for the above -referenced
project incorporating the review comments from our recent meeting.
I have included a swale supplement and swale calculations to show nutrient reduction to
the 30% level. This single swale is designated as swale 41. I adjusted the drainage
pattern in order to get enough flow into the swale for treatment to get the project to the
necessary reduction level.
We appreciate your assistance with this project.
Sincerely,
4it
Email: [e-mail] Fax:[phone]

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CROATAN
GAME LAND
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�xo� � North Carolina Oepartmentof Envitonment and
�I Natural Resources
NCDENR Request for Express Permit Review,
of the project location. Please include.this form,in-the application package.'";
• Asheville Region -Alison Davidson 828 296.4696 a/ison.davidson((tncmail.net
• Fayetteville or Raleigh Region=David Lee 919.791-4201 david.164Dricmail.net .. .
• Mooresville & -Patrick Grogan 704.663-3772 orpatrick:proaanftncmail.net
• Washington Region -Lyn Hardison 252.946-9215 orlon hsrdison(onncmail.net
• Wilmington Region -Janet Russell,910-350.2064,orjaneGrussell(a)'ncrr l:nef —
NOTE: Project application received after, 12 noon will be. stampedd in the.(ollowing work day.
Project Name: �KIDS 'WORLD County:, CRAVEN
Applicant:'boN:PALMER i Company: _
Address 115AZURE DRIVE City: EMERALD ISLE, State: NC Zip: 28594
:P.hone 252-354.6996, Fax: _ _ Email:
Physical Location 7430 US HIGHWAY 70, oNEW BERN,-CRAVEN COUNTY
SW `
SW
Sw.
SW
SW
MAR 0 0 2011
Z
Project Drains into SC Sw.NSW waters - Water classification- (for classification-see-hhp:llh2o enr stale nc us/biros/reports/reports
Project Located m NEUSE:RivecBasin. Is project draining to class ORW waters?,N', within %mile and draining to class SA'waters N or,
draining to class HQWiwaters? N_ - -
Engineer/Consultant JOSEPH: C. AVOLIS, PE Company: AVOLIS ENGINEERING, PA
Address;P O BOX 15564 C1ty. NEW BERN,.State: NC Zip, 28561-_
Phone: 252=633-0068,Fax [phone], Email:[e-mail]. Sx/Vj tl D 3U3 ,
SECTION'ONE: REQUESTING A SLOPING MEETINGONCY
❑,Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑OLR, (__1 OTHER:
SECTION TWO:..CHECK ONLY THE PROGRAM IS) YOU ARE REQUESTING FOR EXPRESS1PERMITTING
❑ 401. Unit ],Stream Origin: Determination: _ # of stream calls' —.Please allach TOPO map marking the areas in questions
❑.Intermlttent/Perennial Determination: - # of stream calls - Please attachTOPO map marking the areas in questions
El401 Water QualityCerlification ❑ Isolated Wefland (._linear ft or —acres)
❑ Riparian Buffer.Authorization ❑ Minor Variance Major, General Variance
❑:State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac . ❑Bkhd & St Rmp; ❑ . Clear &Grub, ❑ Utility
El Low Density ❑ Low Density -Curb -& Gutter #Curb Outlet Swales ❑'Off -site [SW _ (Provide; permit #)]'
�rrr�
Pion dackaae
mile and.
❑Other
❑ High Density -Detention Pond #Treatment Systems ❑ High DensityInfltrapo'n';_#Treatment Systems;
❑ High,Denslty -Bio'Retention ._ # Treatment Systems ❑ High Density —SW Wetlands _ #.Treatment Systems.
El High Density Other.::_ #Treatment Systems• /❑ VMn Malor ❑ Minor ❑ Plan Revision.❑ Redev Exclusion SW (Provide permil a)
❑ Coastal: Management ❑ Excavation 8 fill: - l - ' ;❑ Bridges &Culverts ❑Structures Information
❑ Upland Development ❑ MannaDevelo menu p ❑Urban Wateiiront -
® Land Quality ❑ Erosion and Sedimentation Control Plan with 3_9 acres to be dislurbed.(CK # I (D (for DENR Use))' -,+ 2_in '
SECTION.THREE - PLEASE CHECK'ALL THAT IS'APPOCABLE TO YOUR PROJECT (for both scoolna and express meetind requestl.
Wetlands on Site ®,Yes ❑ No Buffer Impacts;.®No ❑ YES: _acre(s)
Wetlands:Delineation has been completed:.® Yes ❑'No Isolated wedand on Property'❑ Yes ®'No
US ACOE Approval of Delineation completed; ❑ Yes ®'No 404;Application 'InProcess w/ US ACOE; ❑ Yes ❑ No Permit'.
Received from US ALOE ❑ Yes'® No : .
+ ..♦ a.i'n a.. x « . + «� -.'. .a w+. xx'. ..For DUNK awonly e.✓ «*+.. .ua. >.. ..rr....: �...-_.. a...... -.
-
.SUBMITTAL DATES
'Fee - :
�_ )
`SUBMITTAPDATES -
Fee '.. ;.
CAMA
.,$ ..., ..
Varlance.l❑ MaJ ❑.MIn)
:;..:, . , . : -
:$.
SW 1❑.HD, ❑:LD; ❑ Genf . -
".
$ �iCC?�r. -
401
;$.
LDS..
.. .. .-1.'$
-COD ..
Stream Deter,_
NCDENR EXPRESS. March 2009

MAR 0 8 2011
February 24, 2011
NCDENR
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699-1612
RE: Kid's World
7430 U.S. Highway 70, New Bern, Craven County, North Carolina
Gentlemen:
Please accept this letter as authorization that Don Palmer has permission to complete site
improvements as depicted on the project plans for Kid's World on the property as recorded in
Deed Book 2653, Page 478. 1 am the owner of this property.
Any questions regarding this authorization should be directed to the undersigned.
Sincerely,
pl""ka.
Jeffrey Ashford Wynne
Owner
North Carolina
Craven County
1, t�4V Fw:n�m r k , a Notary Public for said County and State, do hereby certify that
Jeffery Ashford Wynne personally appeared before me this day and acknowledged the
due execution of the foregoing instrument.
WiYt3Pss`my h.k-o and official seal, this the 2,19- day of tea, n , 2011.
� F
PUBLIC Notary Public
z��slp�.'Lxp�resg�ni 2.2,2G�y
�//t/lllllltlt���

STATE OF NORTH CAROLINA or
CRAVEN COUNTY
PROFIT A PRENDRE
& EASEMENT AGREEMENT
THIS PROFIT A PRENDRE AND EASEMENT AGREEMENT made this
Dav of- 201 , by and between William Dennis Wynne and
wife, Michele Tnpp nne, heremafter "Wynne", and Donald Palmer, hereinafter
"Palmer".
***WITNESSETH***
PROFIT A PRENDRE: Wynne, for and in consideration of the sum of Ten and
00/100 Dollars ( $ 10.00) and other valuable consideration as set forth and described in
("License") attached hereto and incorporated herein by reference, to it paid by Palmer, the
receipt of which is hereby acknowledged, has bargained and sold, and by these presents
does hereby grant, bargain, sell and convey to Palmer, his heirs or successors and assigns,
the perpetual, non-exclusive right of use of the detention pond, located on said property
owned by Wymie ("Tract 2") as set forth in that real property described in Schedule ("A")
attached hereto and incorporated herein by reference. This profit also includes the use of
the real property described in Schedule ("A") by Palmer for inlet and outlet drainage for
the detention pond for storm water runoff and utility type service that's required for the
fountain in the detention pond. This use shall run with the land. The purpose of this profit
and easement is for the development of an Amusement Park on the adjacent property
('Tract 1 ") owned at this time by Jeffery Ashford Wynne. The exact location of the
detention pond and drainage on said property owned by Wynne (`Tract 2") as set forth in
that real property described in ('Exhibit C") attached hereto and incorporated herein by
reference.
The full and actual size of the detention pond and drainage, will be determined by Avolis
Engineering, P.A. of New Bern, NC. This profit and easement use located on said
property owned by Wynne (`Tract 2") as set forth in that real properly described in
(`Exhibit B") limited to 1/4-1/2acre attached hereto and incorporated herein by reference.
The perpetual, non-exclusive right, restricted for, and use by, an Amusement Park on the
adjacent property, for so long as it is fully operational and open to the public.
/4

EASEMENT: Wynne, for and inconsideration of the shm of Ten and 00/100
Dollars ($10.00) and other valuable consideration as set forth and described in
("License") to it paid by Palmer, the receipt of which is hereby acknowledged, has
bargained and sold, and by these presents does hereby grant, bargain, sell and convey to
Palmer, his heirs, successors and assigns, the perpetual, non-exclusive right of easement
of ingress, egress and regress on the real property set out in Schedule ("A") and described
in ("Exhibit B") and it shall run with the land for the above stated purposes..
Right of way is granted for limited use with prior notification, to Palmer, his heirs,
successors, and assigns, to use driveway, and walk across property owned by Wynne
("Tract 2"), to access the profit and easement, for maintaining, inspection of detention
pond, and drainage for storm water runoff.
The Profit and Easement shall be cleaned up after construction of the detention
pond, drainage and utility installation and any debris removed by Palmer. The profit and
easement shall be maintained by Palmer, his heirs, successors and assigns and shall be
responsible for all cost associated with the construction of profit, easement and
maintenance, any future liabilities, penalties, tines, legal fees and any increase in property
taxes, solely due to and for this profit and easement, that Wynne would not other wise
incur. Palmer, his heirs, successors and assigns shall not permit structures to be
constructed or maintained on said profit and easement, there shall be no other rights,
privileges, or use, with exception to what is conveyed and written in this agreement,
misuse of Wynne property by Palmer, his heirs, successors and assigns, or non payment
as described in ("License") attached hereto and incorporated herein of this agreement, in
excess of NINETY ("90") DAYS alter due date will be considered a breach of the terms
of this agreement and Wynne shall have the right to seek relief and damages.
F

TO HAVE and to hold said profits and easements and all privileges and
appurtenances thereunto belonging or in any appertaining to said respective parties, their
heirs, successors and assigns forever, for so as long as the Amusement Park on the
adjacent property ("Tract I") is fully operational and open to the public, if and when the
following conditions occur, ("Permanent Closing and dissolvent of the Amusement
Park"), Palmer releases and surrenders in writing to Wynne, all Profits and Easements on
all property owned by Wynne, thus freeing Wynne of all burdens and obligations in this
Profit and Easement Agreement.
IT BEING fully understood and agreed that any pronoun or other word used herein
shall be construed as singular or plural, and of the masculine, feminine or neuter gender,
as the context may indicate or require.
IN TESTIMONY WHEREOF, the parties have hereunto set their hands and seals,
the day and year first above written.
MICHELE TR1pP WYNNi1 V".:.-`/-•.:._ �...:.,, ..:-...,
PALMER:
ONALDPALMER

r.61ye,✓ COUNTY
jL> J].* 'v f_ , a Notary Public for the County and
State aforesaid, certify that WILLIAM DENNIS WYNNE and wife MICHELE TRIPP
WYNNE, who is/are known to me or proved to me on the basis of satisfactory evidence
to be the person(s) described, personally appeared before me this day and each
acknowledging to me that he/she/they voluntarily signed the foregoing instrument for the
purpose stated therein, and in the capacity indicated. Witness my hand and official stamp
or seal this .day of
taryPublic �� y
My commission expires:
NORTH CAROLINA a
(22NQern COUNTY
1, Rc)b eAtcz F Ji t 5t e u a Notary Public for the County and State
aforesaid, certify that DONALD PALMER, who is/are known to me or proved to me on
the basis of satisfactory evidence to be the person(s) described, personally appeared
before me this day and each acknowledging to me that he/she/they voluntarily signed the
foregoing instrument for the purpose stated therein, and in the capacity indicated. Witness
my hand and official stamp or seal this II '7 day of - _A01I
°°°eeeueu,uq��e
A F
laiuy ublic
My commission expires:
NORTH CAROLINA T .... e °
CRAVEN COUNTY
The foregoing certificates of
are certified to be correct. This instrument was presented for registration and
recorded in this office in Book , at Page
This day of at
M.

L-age 1 0: 3)
No Title Search Performed
Excise Tax S 0.00
NORTH CAROLINA
CRAVEN COUNTY
Becerded: r0/03/2007 ai 03.57.5E PM
f 3
FeeE20.00 Pape t o
Excrae rex: w.00
craven. NC
sherd B. N Pa rd ReQleier of 0ea e
BN2653 478
PIN: 6-025-005
Whole
GENERAL WARRANTY DEED
THIS DEED, made and entered into this / day of October, 2007 by and
between IDA S. WYNNE, widow, hereinafter referred to as "Grantor(s)"; and JEFFERY
ASHFORD WYNNE, whose address is 7470 HWY 70 EAST, NEW BERN, NC 28560
hereinafter referred to as "Grantee(s)'
WITNESSET14:
That Grantor(s) in consideration of the sum of Ten Dollars ($10.00) and other
good and valuable consideration to said Grantor(s) paid by the Grantee(s), the receipt of
which is hereby acknowledged, has bargained and sold, and by these presents does
bargain, sell and convey to the said Granlee(s), their heirs and assigns, the following
described property, to wit:
All that certain lot or parcel of land lying and being situate in Number Six
Township, Craven County, North Carolina, and being more particularly
described as follows:
BEING ALL of Tract 1 containing 4.458 acres, more or less, as the same
is shown and delineated on that certain plat entitled "Final Plat Wynne
Division recombination & Redivision", revised January 8, 2007, by Robert
11. Davis, PLS, and recorded in Plat Cabinet H, Slide 83F, Craven County
Registry, reference to said plat being hereby made for a more particular
description of the aforesaid Tract 1.
MAR 0 8 2011
Book 2553. Paae 478. File Mm ez

;Page 2 of 3)
IWIIGXiW�01NW0000,315673 TYPO: W GRP�
Pace 2 of 3
BK2653 Pe479
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
i appurtenances thercunto belonging to the said Grantee(s), their heirs and assigns in fee
simple forever, subject to the hereinabove mentioned encumbrances, if any.
i
And the said Grantor(s), for themselves, their successors and assigns, do covenant
4
tf with said Gramee(s), their heirs and assigns, that said Grantor(s) is/are seized of said
iproperty in fee and have the right to convey same in fee simple; that the same is free from
C encumbrances except the encumbrances or restrictions mentioned above, if any; and that
a
said Gramor(s) will warrant and defend the title to the same against the lawful claims of
i
{ all persons whomsoever.
3'
IN TESTIMONY WHEREOF, the said Grantor(s) has/have
hereunto set their hand(s) and seal(s) the day and year first above written
J
i
§ Jdq J (SEAL)
II IDA S. WYNNE
nook 2653. Pane 478. File Numhar

Page 3 of 3)
l a e to: O WI311�� WIuN
Pepe 3 of 3
BN2653 PA80
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
3 1, Deborah A. Ryan, a Notary Public in and for said county and state, do hereby
F
certify that IDA S. WYNNE personally appeared before me this day and acknowledged
the due execution of the foregoing instrument for the purposes expressed therein.
Witness my hand and official seal, this the day of October, 2007.
- Notary Public v
C
r
J My Commission Expires: May 26, 2012
•", ��pH A. Ry ��..
Pua�ti
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i 3 C', ovmtedoN a%PNes�
M�Gop 126140I \2¢0
iH CP��.`•
°nnwminao,`
Book 2651. Pane 478. Pilr_ Nimthrr

MAR 0 8 2011
NC ®ENR
Stormwater and Erosion Control Calculations
Kid's World
US Highway 70
Camp Lejeune, NC
Prepared by:
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone]
FAX [phone]
ZI
February 24,2011

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Precipitation Frequency Data Server
http: //hdsc.nws. noaa.gov/chi-bi ldhdsc/bui ldout. perl0type=p fRuni is=us&sc r i es=pdRstatenam...
Confidence Limit
q. POINT PRECIPITATION A,,.w,��
FREQUENCY ESTIMATES z
' FROM NOAA ATLAS 14 Th:'
NEW RERN FAA AIRPORT, NORTH CAROLINA (31-6108) 35.0667 N 77.05 W 9 feet
�irom'�rec rprtauon-Frequence Atlas ofthe United States" NOAA Atlas 14, Volume 2, Version 3
G.N4. Bonruq D_ Martin, B. Lim T. Pambok, M.Yekta, and D. Ri1ev
NOAA, National Weather Service, Silver Spring Maryland, 2004
Ewacted: Wed Dec 9 2009
s Seasonality Location Maps Other Info. � GIS data Maps Docs I Return to State Map
48077.961.3264I.97.132.57
Precipit3a.Itmion Frequency Estimates .inches
7 �.�nd�a.r �d4ay d�a60 120 8 dn1020 30 0
a
mjn �0 m��m �m11 n�mdT.
3 8 459 537 607 818 1007 2.53 15.06
9M256 9h411.97 1484 17.78 090 13 1.56 196 238 257 30 6
�- 0.65
1.04 1.31 1.86 239 2.96 3.21 3.88 4.59 5.53 635 7.08 8.13 9. 22 11.84 14.40 17.73 21.00
10 0.73
1.17 1.48 2.15 2.79 3.53 3.86 4.67 5.56 6.59 7.55 8.34 9.50 10.46 13.57 1635 20.11 23.57
25 0.83
1.32 1.67 2.47 329 4.28 4.73 5.74 6.88 8.16 937 10.97 11.47 1252 16.02 19.03 23.45 27.09
50 0.91
1.44 1.82 2.74 3.72 4.95 5.53 6.73 8.12 19 1 10.96 11.71 13.12 14.24 18.03 2I.17 26.16 29.86
100 0.98
200 1.05
5 00 1.15
1.56 1.97 3.01 4.15 5.63 637 7.79 9.4> 11.00 12.72 1339 14.89 16.07 20.14 2337 28.98 32.68
1.67 2.11 3.28 4.61 638 7.30 8.96 10.95 12.64 14.70 15.22 16.80 18.02 22.37 25.63 131.93 135.53
1.82 2.29 3.64 5.22 7.44 8.65 10.65 13.14 15.11 17.68 18.07 19.55 20.83 25.51 28.73 36.04 39.40
1000 1.23
1.94 2.44 3.95 5.76 8.39 9.89 12.23 15.20 17.21 20.25 20.52 21.86 23.15 28.05 31.16 3932 4239
These precietalion frequency ash mates are based on a partial duration series. ARI is the Mrage Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more inforrnabon. NOTE: Formatting forces estimates near zero to appear as zero.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARt** 5 10 15 30 60 120 3 6 12 24 48 4 7 10 20 30 45 60
(years) min min min min min min hr hr hr hr hr day day day day day day day
F 1 0.53 0.84 1.05 1.44 Ii.79 2.17 2.37 2.89 3.42 3.90 456 5.06 5.88 6.64 8.85 10.83 13.52 16.14
�-0.61 0.98 1.23 1.70 2.14 2.61 2.85 3.48 4.12 4.75 5J- 6.12 7.09 7.96 10.54 12.88 16.00 19.05
-0.70 1.13 1.43 2.03 2.60 3.24 3.56 435 S.IS 6.13 7.I0 I7.79 8.91 9.86 12.83 I5.51 19.I0 22.48
10 0.80 1.27 1.61 I2.33 3.04 3.86 427 5.24 6.27 Z29 8.42 9.17 10.40 11.41 14.69 17.58 21.67 25.24
I of 6 12/9/2009 9:45 AM

kidworld
2.5
/
Total
2.0
®
Culv A
1.5
/
Culv B
a�
/
Culy C
Cun 1.0
/
Culv D
Weir A
0.5-
Weir B
/
Weir C
0.00
2 4 6 8
10
Weir D
Discharge (cfs)

0 iL;AA b Al C
1 SCS Runoff -1 Yr - Qp = 4.03 cfs
4-
3-
CY
2--
0
0 5 10 15 20 25
Time (hrs)
/ Hyd. 1

2 SCS Runoff - 1 Yr - Qp = 6.48 cfs
6-
CY
2-
0 0 5 10 15 2 1 0 25
Time (hrs)
/ Hyd. 2

4- FOtA R- 5-r-b (a-m , F6s-r 1/� AFTr ,
3 Reservoir - 1 Yr - Qp = 1.63 cfs
8- -
6-
CY
4-
2-
01 I ------ - I
0 20 40 60 80 100
Time (hrs)
Hyd. 2 / Hyd. 3

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
4.03
6
732 -
17,736
1
—
1-yr,predev
2
SCS Runoff
6.48
6
732
27,637
1
—
—
1-yr,postdev
3
Reservoir
1.63
6
762
26,864
1
2
25.93
13,484
postdev route
Proj. file: 09042kidsworld.GPW
OF file: NEW BERN.IDF
Run date: 02-23-2011

Hydrograph Report
Page 1
English
Hyd. No. 1
1-yr, predev
Hydrograph type
= SCS Runoff
Peak discharge =
4.03 cfs
Storm frequency
= 1 yrs
Time interval =
6 min
Drainage area
= 4.16 ac
Curve number =
74
Basin Slope
= 1.0 %
Hydraulic length =
660 ft
Tc method
= USER
Time of conc. (Tc) =
15 min
Total precip.
= 3.52 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
Total Volume = 17,736 cult
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
648 0.04
738 3.61
828 0.49
918 0.32
1008 0.21
1098 0.15
1188 0.13
1278 0.11
1368 0.10
wzans

Hydrograph Report
Page 1
Hyd. No. 2
1-yr,postdev
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
1 yrs
= 4.16 ac
= 1.0 %
= USER
= 3.52 in
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
552
0.07
642
0.26
732
6.48 <<
822
0.67
912
0.42
1002
0.27
1092
0.19
1182
0.16
1272
0.14
1362
0.12
... End
English
Peak discharge = 6.48 cfs
Time interval =
6 min
Curve number =
84
Hydraulic length =
660 ft
Time of conc. (Tc) =
15 min
Distribution =
Type III
Shape factor =
484
Total Volume = 27,637 cult

Hydrograph Report
Page 1
English
Hyd. No. 3
postdev route
Hydrograph type
= Reservoir
Peak discharge
= 1.63 cfs
Storm frequency
= 1 yrs
Time interval
= 6 min
Inflow hyd. No.
= 2
Reservoir name
= kidsworld
Max. Elevation
= 25.93 ft
Max. Storage
= 13,484 cuft
storngn ind,.Wn memos .see.
Total Volume = 26.864 cult
Hydrograph
Discharge Table
Time
Inflow
Elevation
Clv A
Clv B Clv C
Clv D Wr A
Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs
cfs cfs cfs cfs
720
3.71
25.05
0.57
0.04 ----
----- -----
----- ----- ----- 0.04
810
0.72
25.81
1.64
0.05 ---
--- 0.94
---- --- ----- 0.99
900
0.45
25.73
1.57
0.06 ---
---- 0.47
---- ---- ----- 0.53
990
0.28
25.69
1.53
0.06 ---
--- 0.28
-- ----- 0.34
1080
0.20
25.66
1.49
0.06 ---
---- 0.19
- - - 0.25
1170
0.16
25.64
1.47
0.06 -----
----- 0.13
----- ----- - 0.19
1260
0.14
25.63
1.45
0.06 -
- 0.10
- - -- 0.16
1350
0.12
25.63
1.45
0.06 -----
- 0.08
----- ----- ----- 0.14
1440
0.10
25.62
1.44
0.06 -
-- 0.06
- -- - 0.12
1530
0.00
25.59
1.39
0.06 ---
0.00
---- ----- ----- 0.06
1620
0.00
25.55
1.35
0.06 ----
---- 0.00
- - - 0.06
1710
0.00
25.52
1.30
0.06 -----
- 0.00
--- - ----- 0.06
1800
0.00
25.49
1.26
0.05 -----
--- ---
---- ---- - 0.05
1890
0.00
25.47
1.22
0.05 ---
--- --
- - - 0.05
1980
0.00
25.44
1.18
0.05 --
- -
- ---- ----- 0.05
2070
0.00
25.41
1.15
0.05 -
- -
-- - 0.05
2160
0.00
25.38
1.10
0.05 -----
----- -----
---- ----- ----- 0.05
2250
0.00
25.35
1.05
0.05 -
-- -
-- - 0.05
2340
0.00
25.33
1.00
0.05 -----
- -
---- ----- ----- 0.05
2430
0.00
25.30
0.95
0.05 -----
---- ----
- - - 0.05
2520
0.00
25.27
0.92
0.05 -
- -
-- - -- 0.05
2610
0.00
25.25
0.88
0.05 ---
---- -
- - 0.05
2700
0.00
25.22
0.85
0.05 -
-- -
- - - 0.05
2790
0.00
25.20
0.81
0.05 -----
----- ----
----- - - 0.05
2880
0.00
25.17
0.77
0.04 -
-- -
- -- - 0.04
2970
0.00
25.15
0.72
0.04 ----
---- -----
-- - ----- 0.04
3060
0.00
25.13
0.68
0.04 --
-- --
- -- - 0.04
3150
0.00
25.11
0.64
0.04 ---
--- -
- - 0.04
3240
0.00
25.08
0.61
0.04 --
- -
- - 0.04
3330
0.00
25.06
0.58
0.04 ---
---
- - - 0.04
3420
0.00
25.04
0.55
0.04 --
- -----
----- ----- - 0.04
3510
0.00
25.02
0.52
0.04 --
- --
--- -- - 0.04
3600
0.00
25.00
0.50
0.04 -----
----- -
- - 0.04
3690
0.00
24.98
0.46
0.04 ---
-- -
-- -- - 0.04
3780
0.00
24.95
0.42
0.04 ----
----- --
----- ----- 0.04
3870
0.00
24.93
0.39
0.03 ----
---- ---
----- - - 0.03
Continues on next page...

1
postdev route
Page 2
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
Us
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
3960
0.00
24.91
0.36
0.03 --- - - -- -
0.03
4050
0.00
24.89
0.33
0.03 - - - - - -
0.03
4140
0.00
24.87
0.30
0.03 ---- ---- ---- ---- ----- -
0.03
4230
0.00
24.85
0.27
0.03 -- - - -- - -
0.03
4320
0.00
24.83
0.25
0.03 ----- - - ----- ----- -
0.03
4410
0.00
24.81
0.23
0.03 - - - - - -
0.03
4500
0.00
24.79
0.21
0.03 ----- ---- ----- ---- ----- -----
0.03
4590
0.00
24.77
0.19
0.03 -- - - -- -- ---
0.03
4680
0.00
24.76
0.17
0.02 ----- ----- - ----- ----- -----
0.02
4770
0.00
24.74
0.16
0.02 - - --- -- - -
0.02
4860
0.00
24.73
0.14
0.02 --- --- - - ----- -----
0.02
4950
0.00
24.71
0.13
0.02 --- -- - - - - -
0.02
5040
0.00
24.70
0.12
0.02 - --- - -- --- ----
0.02
5130
0.00
24.68
0.10
0.02 ---- ----- - - - ---- ---
0.02
5220
0.00
24.67
0.09
0.02 -- -- -- - - -
0.02
End

Reservoir Report
Page t
Reservoir No. 1 - kidsworld
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
English
Stage
ft
0.00
0.50
1.50
2.50
Elevation
ft
24.50
25.00
26.00
27.00
Contour area
sqft
7,282
9,366
10,713
12,131
Incr. Storage Total storage
cult cuft
0 0
4,162 4,162
10,040 14,202
11,422 25,624
Culvert / Orifice Structures
Weir Structures
[A]
[B] [C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 18.0
1.5 0.0
0.0
Crest Len ft = 3.1
0.0
0.0
0.0
Span in
= 18.0
1.5 0.0
0.0
Crest El. ft = 25.60
0.00
0.00
0.00
No. Barrels
= 1
1 0
0
Weir Coeff. = 3.00
0.00
0.00
0.00
Invert El. ft
= 24.50
24,50 0.00
0.00
Eqn. Exp. = 1.50
0.00
0.00
0.00
Length ft
= 30.0
0.1 0.0
0.0
Multi -Stage = Yes
No
No
No
Slope %
= 0.10
0.10 0.00
0.00
N-Value
= .013
.013 .000
.000
Orif. Coeff.
= 0.60
0.60 0.00
0.00
Multi -Stage
= ---
Yes No
No
Tailwater Elevation =
0.00 ft
Note: All outflows have been analyzed under
inlet and
outlet control.
Stage I Storage
I Discharge
Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft It cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
24.50
0.00
0.00 -
- 0.00 - -
- 0.00
0.05
416
24.55
0.01
0.00 --
- 0.00 --- ---
- 0.00
0.10
832
24.60
0.03
0.00 -
- 0.00 - -
- 0.00
0.15
1,249
24.65
0.07
0.01 . ---
- 0.00 - -
- 0.01
0.20
1,665
24.70
0.12
0.02 -
- 0.00 -- -
- 0.02
0.25
2,081
24.75
0.16
0.02 -
-- 0.00 - -
- 0.02
0.30
2,497
24.80
0.22
0.03 -
--- 0.00 - ---
--- 0.03
0.35
2,913
24.85
0.28
0.03 -
- 0.00 - -
- 0.03
0.40
3,330
24.90
0.34
0.03 -
--- 0.00 --- ---
--- 0.03
0.45
3,746
24.95
0.42
0.03 -
- 0.00 - -
- 0.03
0.50
4,162
25.00
0.50
0.04 -
- 0.00 --- -
- 0.04
Continues on next page...

kidswodd
Page 2
Stage
I Storage / Discharge
Table
Stage
Storage
Elevation
Clv A
Clv B Clv C
Clv D Wr A Wr B Wr C
Wr D Discharge
ft
cuft
ft
cfs
cfs cfs
cfs cfs cfs cfs
cfs cfs
0.60
5,166
25.10
0.63
0.04 --
- 0.00 - -
- 0.04
0.70
6,170
25.20
0.81
0.05 ---
- 0.00 --- ---
- 0.05
0.80
7,174
25.30
0.95
0.05 -
- 0.00 - -
- 0.05
0.90
8,178
25.40
1.13
0.05 -
--- 0.00 -
- 0.05
1.00
9,182
25.50
1.26
0.06 -
- 0.00 --- ---
--- 0.06
1.10
10,186
25.60
1.41
0.06 ---
--- 0.00 - -
- 0.06
1.20
11,190
25.70
1.54
0.06 ---
--- 0.30 --- ---
--- 0.36
1.30
12,194
25.80
1.63
0.06 -
- 0.84 - -
- 0.90
1.40
13,198
25.90
1.71
0.05 --
--- 1.55 --- ---
- 1.60
1.50
14,202
26.00
1.72
0.03 -
- 2.38 - -
- 1.72
1.60
15,344
26.10
3.58
0.00 --
--- 3.33 -- -
-- 3.33
1.70
16,486
26.20
4.76
0.02 -
- 4.38 -- -
- 4.40
1.80
17,628
26.30
5.70
0.02 --
--- 5.52 -- ---
--- 5.54
1.90
18,770
26.40
6.51
0.02 -
-- 6.74 -- -
- 6.51
2.00
19,912
26.50
7.22
0.00 --
- 8.04 --- ---
- 7.22
2.10
21,055
26.60
7.88
0.00 -
--- 9.42 --- ---
--- 7.88
2.20
22,197
26.70
8.48
0.00 -
- 10.87 -- -
- 8.48
2.30
23,339
26.80
9.04
0.00 ---
- 12.38 -- -
- 9.04
2.40
24,481
26.90
9.57
0.00 -
- 13.96 - -
- 9.57
2.50
25,624
27.00
10.07
0.00 -
--- 15.60 --- ---
- 10.07
... End

La
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7 i

AVOLIS ENGINEERING P.A.
RO. Box 15564 New Bern, Norlh Carolina 28561 Office: 252.633.0068
Soil Boring Report
Kid's World
U.S. Highway 70
Craven County
February 15, 2011
A single soil boring was made at the proposed stormwater pond area location for the
Kid's World Amusement Park. The soil boring was completed on February 15, 2011
with a hand auger by Joseph C. Avolis, PG. The boring was located within the proposed
13MP area.
The Craven County Soil Survey maps the soils on the site as Rains. Rains is described as
a line sandy loam and a sandy clay loam at the depths to be disturbed by the BMP
construction. Rains soil type is listed as having a permeability of 0.6 —2.0 inches/hour at
the bottom elevation of the BMP.
The on site soil boring indicated soil characteristics similar to the general soil description
for the two soil types. The following soil characteristics were observed:
Depth Elevation Description
0'-0.5' 26.57 'fop soil
0.5'-1.5' 26.0' "fan sandy loam
1.5'4.0' 25.0' Sandy clay loam
The depth to the seasonal high water table was 24 inches, elevation = 24.5 feet.
The site is suitable for the construction of a stormwater wet detention pond. The BMP
will be constructed at the seasonal high water table elevation.
Entail: avolisengineering a embargmaitcom Pax: 252.633.6507