HomeMy Public PortalAbout06-0362 SODA PROPERTIES1 -i9 -11
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Council Minutes
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changing and refers to the council approval for banners. Mr. Wolff moved to approve 6 -040 & 6 -080
as amended, Ms. Williams seconded. Mr. Wolff amended his motion to include 6 -070, Ms.
Williams seconded the amended motion. Mr. Crone asked specifically about the blood drive signs.
Mr. Anderson suggested since they know the dates a year in advance they come and ask permission at
one time. The vote was unanimous.
Mayor Pro Tern Sessions introduced the final plat approval under old business. Ms. Tsoulos said this is a
final plat approval on a Major Subdivision for SODA Properties at 15 Van Horn Avenue. Mr. Anderson said
the infrastructure has been put in place and they have the one year maintenance bond on the
infrastructure. Ms. Doyle asked if all the deficiencies noted in the letter had been addressed. Mr. Boswell
said the only thing the bond doesn't cover are the swales and he has a meeting scheduled with the
contractor tomorrow morning to make sure they are put in the right place. Ms. Williams asked if the
engineer had given a letter to the city. Mr. Anderson said when the meeting took place the engineer' s
concerns were the two swales and they included them in the bond. He said the engineer had not
submitted a letter yet. Ms. Williams asked about the most recent as built survey. Mr. Anderson said yes
that is the most recent as built. Mr. Crone moved to approve, Mr. Wolff seconded and the vote
was unanimous.
Mayor Pro Tern Sessions opened the business meeting and asked for a motion concerning the request
made by Bill Cannon to place Banners at the Tybee Sign. Ms. Williams moved to approve, Mr. Wolff
seconded. Mr. Crone asked what size the banner would be. Mr. Wolff said they cannot be any bigger
than 32 square feet because of the ordinance. Mr. Crone said he was concerned about them attaching
them to trees. Ms. Williams said they tie them to the trees but they do not attach them. The vote was
unanimous.
Mayor Pro Tern Sessions called for a motion on the Consent Agenda Items as listed:
Emergency purchase to repair a sludge pump at W/S plant.
Amendments to Purchasing Policy
Budget Adjustment to move $100,000 from the 2007 SPLOST to fully fund the roof repair on
the Theater.
Budget Adjustment of $4600 from the Beach Patrol small equipment to buy a new printer for
the copy room.
Request to establish a project length fund for capital projects.
Approval of changes to budget policy.
Approval of one day alcohol permit for Tybee Beautification for October 14, 2006
Approval for John Mellencamp to film a music video at North Beach and have a small
propane fire and park his trucks at the end of the North Beach parking Lot.
Permission for the Police Officers Association to have a grill in the parking lot by the pier.
Reject Ante Litem Notices for Jon and Jacqueline Brown and the Brown Children.
Mr. Wolff moved to approve, Ms. Doyle seconded, and the vote was unanimous.
Ms. Schleicher said they have had Engineers look at it and they've gotten a potential budget cost for
paving Solomon and crush and run. She said if they are going to pave Solomon they do not have enough
money in this years budget so it need to be addressed in next years budget if that is the decision. She
said they are going to put up guard rails at the deep ditch. She said they
Page 9 of 10
would like to look at making it one way going East. She said it would cut down on the non local
traffic. She said the people living on Solomon would have a right turn to leave the Island and a light to
make the Left turn at Campbell to go back home. She said they need to get input from the neighbors
before any significant cost is determined for improving the street.
Ms. Schleicher said regarding the Savannah Restoration Contract for the Guard House. She said the
change order reflects the taking out of the Fire Suppression System. She said it will come back because
Page 9 of 10
Dianne Otto
From: Downer Davis [dkdbus @gmail.com]
Sent: Wednesday, August 18, 2010 3:37 PM
To: Dianne Otto
Cc: Jonathan Lynn
Subject: Van Horne Subdivision
Diane,
Based on observations during my recent site visit and the asbuilts from 08- 01 -06, this project is still in
compliance with the conditions of the contract.
Downer K. Davis, Jr.
lv fvIIA F/12- I ho
lbw Odle
gb)le
MAYOR
Jason Buelterman
CITY COUNCIL
Shirley Sessions, Mayor Pro Tem
Wanda D. Doyle
Bill Garbett
Frank Schuman, Sr.
Kathryn Williams
Paul Wolff
July 1, 2010
SODA Properties, LLC
502 Miller St. Ext.
Statesboro, GA 30458
CITY OF TYBEE ISLAND
RE: Van Horne Avenue Subdivision
Dear Sir/Madam:
CITY MANAGER
Diane Schleicher
CLERK OF
COUNCIL
Vivian Woods
CITY ATTORNEY
Edward M. Hughes
1. �p
Chatham County property records indicate that you are the current owner of the property known as Van Home
Avenue Subdivision ( #16 Van Home) on Tybee Island, Georgia. The Parcel Identification Number for this
property is 4- 0003 -09 -034.
To date, this property has outstanding drainage issues that need to be clarified in order to have the permit for
this property finalized. The issue in question is whether or not the drainage swales and utilities have been
entirely located within the dedicated easements for this property. An accurate as -built drawing would identify
both of these and can be obtained from the project engineer. The engineer that originally worked on this project
was Mr. Mark Boswell and he can be reached at 912 - 897 -6932.
The City of Tybee Island appreciates your cooperation in getting this matter taken care of before August 1,
2010 so that we may move forward and allow closure on this project for future use.
Lynn,
and Zoning Manager
P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749
(866) 7864573 — FAX (866) 786 -5737
www.citvoftybee.org
2009 Chatham County Board of Assessors
Property Record Card Requested By: BCGEIDEL 8/27/2009
4 -0003 -09 -034
16 VAN HORN
APPRAISER gdwhiddo
LOT A VAN HORNE PLACE TYBEE ISL SMB 37S
SODA PROPERTIES LLC
Craw
A IMT
LAST INSP 05/24/2007
2 28 ac
502 MILLER ST EXT
484,700
341,000 LAND 2
APPR ZONE 000008
STATESBORO, GA 30458
0
0 BLDG 0
0
0 OBXF 0
484,700
341,000 OVERRIDE
BOOK /PAGE INS
N 0U RSN
PWCE
6/2412005 289Z 0562 WD I U UX 1,400,000
PROPERTY USE 0006
Residential
.uaai sale
UTA 0004
Tybee Island
NBHD 020270.00
T270 Tybee Screven
EXEMPTIONS
PERMIT$ TYPE DATE STATUS IAIDUNT
HISTORY AID
IAWR TQTAL
060362 1/4/2006 Camp 5,000
2008 341,000
341,000 Cams
060122 CM 1/4/2006 Camp
5,000
2007 341,000
341,000 Came
95 -16 CM 1/1211995 Issued
260
95 -16 CM 1/12/1995 Issued
260
COMMENTS WH W8 2W7NEw %N,, SPLITOUTOF
8H442WS TY03PR0PAOOCHGPERTY89E0&`I4 WBATN
62]2W) AOOCHGPERFAX ZAILL
1Y.7 207, PROPERTY REVIEWED FOR PERMIT ACTIVITY,fAL
LAND
IM USE
FROM DEPTH
UNUTS (TYPE
PRICE ZONING 512E
LCTN TlPo OTHER A 1 U= IkX3 MKT VPL
108712 RESIDENTIAL V L
0 0
7,000.000 SF
42.00 R1 1.00
396,900
108713 SINGLE FAMILY RES
0 0
6,197.000 SF
42.00 R1 1.00
SZ -75
87,800
BOSWELL DESIGN SERVICES, INC.
103 NASSAU DRIVE
SAVANNAH, GEORGIA 31410
912-897-6932
LAHBOS@BELLSOUTH. NET
July 11, 2006
To: Mr. Dee Anderson
Zoning Administrator
Tybee Island, Georgia 31328
From: Mark Boswell
Re: Van Home Avenue Subdivision
Between Van Horne Avenue and Solomon Avenue
Tybee Island, Georgia
Dee,
RECEIVED
As per your request, we have inspected the project referenced above for compliance with
the approved drainage and utility plans.
After a brief inspection of the project, it is our opinion that the project seems to be in
substantial compliance with the approved plans.
We recommend an as -built be performed so that we may make sure the swales and
utilities are completely within the easements prior to final plat preparation by the
surveyor.
Sincerely,
Mark Boswell
C) (0 ' 0 3 (.,oZ
DATE ISSUED: 06 -20 -2006
WORK DESCRIPTION:
WORK LOCATION:
OWNERNAME
ADDRESS
CITY, ST, ZIP
CONTRACTOR NAME
ADDRESS
CITY STATE ZIP
t y 1ClZ��FSI�I�
BUILDING VALUATION
SQUAREFOOTAGE
OCCUPANCY TYPE
TOTAL FEE'S CHARGED
PROPERTY IDENTIFICATION #
PROJECT VALUATION
CITY OF TYBEE ISLAND
BUILDING PERMIT
INFRASTRUCTURE
16 VAN HORN
SODA PROPERTIES
502 MILLR ST EXT
STATESBORO GA 30458
SODA PROPERTIES
502 MH.LR ST EXT
STATESBORO GA 30458
P
$ 615.00
$75,000.00
PERMIT #: 060362
TOTAL BALANCE DUE: $ 615.00
It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire,
soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including
all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted
work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided
unless work has begun within six months of the date of issuance.
Signature of Building Inspector or Authorized Agent: Ll'n
P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786-0573 - FAX (912) 7865737
www.cityoftybee.org
Qom- 3 (o Z ' TYBEE ISLAND, GEORGIA RECEIVED
1/ 'I APPLICATION FOR BUILDING PERMIT Location 'So. am.Ow A.Qo PIN # 4- ooco 3- oR- 030
veba %ioadn E_
NAME ADDRESS TELEPHONE
ner
5O� P��P
P.O. Lic>< try
9tz
m 9y.- {1ri, "Scei
ST�tFSQtO++ Ctia 3045 `1
Zti�- ZgLS
chitect or
['E
BD D4514O
to 3 1..1AMA4 —D 11P -AvE
ineer
SAvOw&WA 314ilding
;Te'j AdaN.S
ntractor
(Check all that apply)
New Construction ✓ -'Renovation Minor Addition
Duplex Single Family. Substantial Addition
Residential Commercial Multi - Family
Footprint Change Renairs Demolition
Estimated Cost of Construction: $ 15,000 i
Construction Type (Enter Appropriate_ Number)
(1) Wood Frame, (2) Wood & Masonry, (3) Brick Veneer, (4) Masonry,
(5) Steel & Masonry, (6) Other (Please specify) IlJ EQASTQ4:' -'
Joe
E
Proposed Use: �tEStp r.�tu0.i
Remarks:
ATTAC?i A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete
the following information based on the construction drawings and
site plan:
r Units 4
Lot Area y'AL
Off - street
Trees Located
Access: Q2WA
Driveway Setbacks:- pr
i Bedrooms__
& Listed on
I Bathrooms
Space (Total SaFt).
K_
lLl �"1 Vw"X "aw on
Rear IO Sides (L) 'io
e' -
(R) to
z Stories - Height - Vertical distance measured from
the average adjacent grade of the building to the extreme high
point of the building, exclusive of chimneys, heating units,
ventilation ducts, air conditioning units, elevators and similar
appurtances.
During Construction:
On -site restroom facilites will be provided through PDQ.T40t,E
Onmsite waste & debris containers will be pro id „d by co",ajy_ -roe_
Construction debris will be disposed of by a,
by means of
I understand that I must comply with zoning, flood damage control.
buildin fire shore rotection a wetlands ordinances 8$MA
regulations and all applicable codes and regulations. I understand
that the lot must be• staked out and that the stakes will be
Inspected to ensure that the setback requirements are met. I
understand also that a certified plot plan showing elevation must
be attached to this application end that an as -built elevation
certification is due as soon as the habitable floor level is
established. Drainage: I realize that I must ensure the adequacy
of drainage of this property so that surrounding property is in no
way adversely affected. I accept responsibility for any corrective
action that may be necessary to restore drainage impaired by this
permitted construction. 1.
Date 5-3o -ou Signature of Applicant /Yb.x / c/"oe /'?•�.�
..................................
...............................
The following is to be cocvleted
bly city personnel:
I
Zoning classification
NFIP Flood Zone
Approved Rezoning /Variance?
Street Address & Number: New
Existing Is it in
compliance with city map?
If not, has street name &/or
been reported to 2£oC?
FEMA Certification Attached
State Energy Code Affidavit Attached
Utilities & public Works:
Describe any unusual findings
Access to Building Site
Distance to Water Main Tap Site
Distance to Sewer Stub Site
Water Mete= Size
Storm Drainage
Approvals: Signature
Date
6- 2 o,oc
Zoning Administrate* —
Fees: oe
3 �•
Code Enforcement Ofc
/� GG Permit
Water /Sewer
Inspections oa
Storm Drainage
Total G/F
Fire Chief
Water Tap
Inspections
Sewer Stub
City Manager
Total W/S
(ls 00
c1
CITY OF TYSEE ISLAND
INSPECTIONS DEPARTMENT
P.O. BOX 2749
sYSFE ISLAND, GA. 31328
3
FOR STRUCTUR—wS IN A ZOOD ZOM — FE14A CERTIFICATION OF = %8'YATION'
IS REQOIRED.
KXME:
ADDRESS:
CONTRACTOR:
PER*4IT
MSL..
ACKNOWLEDGED AND AGREED TO T. -IS DAY OF
19
OWNER /CONTRACTOR
STATE ENERGY CODE AFFIDAVIT
Project Name:
Address:
Permit Number:
Owners Name:
This letter is to confirm the understanding of the ownericontractor
to the'ccmpliance requirement of the Georgia State Energy Code for
Buildings, 1992 Edition.
I hereby declare that the design and construction of the referenced
project is in compliance with the Georgia State Energy code for
Buildings, 1992 Edition. Compliance has been achieved by one of
the three methods of designs indicated'in Chapters 4, 5 or b of the
code.
It is understood and agreed by the undersigned owner of agent and
contractor (if applicable) that the approval of the permit does not
constitute a privilege to violate the code and that any omission of
or misrepresentation of fact with or without intention of the
permit issued which was based on the approval of this application.
The owner as listed above will be held responsible for insuring
that all permits have been obtained and that all required
inspections have been made. The owner will be held legally liable
for any violations which may occur with or without his knowledge.
The owner shall be allowed to request a Certificate of occupancy
when all previous inspections have been approved.
Owner and /or Agent
Date:
Contractor
Date:
(12/93)
��i
D a t e s 5 - 3 o . o c o
N a m e s 1 % O S D N , S o i D A 9 " Q E R T i r s
A d d r e s s : P . C . O t + Y { 6 4 4 5 7 A T E S ��o d + G E m R c , : A o 4 5 g
T e l e p h o n e N o e R e s i d e n c e s
O f f i c e r / ? - 7 l o Q - 7 7 Z 5 7
s m : A n y a l t e r a t i o n t o c i t y - o w n e d s t r e e t s , c u r b s , s i d e w a l k s ,
w a t e r l i n e s , N e w e r l i n e s , d r a i n a g e p i p e s , c a t c h b a s i n g , o r o t h e r
s l a m a n t s o f t h e c i t y s i n f r a s t r u c t u r e , r e q u i r e s a p e ; n d t f r o m t h e
e i t y r a n d a s a c 7 n s a w l " 9 e 1 2 0 a t b y t h e i n d i v i d u a l s e e k i n g t o
a c c o m p l i s h t h e a l t e r a t i o n , t h a t &
A - T h e c i t y ' s i n f r a s t r u c t u r e w i l l n o t b e d e g r a d e d i n a n y
t r a y . '
b . A l l n e c e s s a r y s a f e t y p r e c a u t i o n s w i l l b e u n d e r t a k e n .
c " T h e c i t y w i l l i n s p e c t t h e w o r k i n p r o c e s s a n d u p o n
c o m p l e t i o n .
d . T h e w o r k w i l l b e a c c o ; W l i e h a d t o t h e c i t y ' s
s a t i s f a c t i o n .
e - T h e c i t y s h a l l b e h e l d h a r m l e s s o f a n y l i a b i l i t y o r
d a b " 0 2 o f a n y v a r i e t y .
f . T h e i n d i v i d u a l b a s r e a d a p p l i c a b l e p o r t i o n s o f t h e
c i t y a c o d a o f O r d i n a n c e s d e a l i n g w i t h t h e a l t e r a t i o n , a n d
a g r e e s t o f u l l y c o m p l y w i t h s u c h p r o v i s i o n s .
D e s c r i p t i o n o f a l t e r a t i o n s ( R L l D k * C r q . A r r O f J S E w C A 2 _ A . , , ��, o
F e a t C ��u . . 4 o 1 w ��G ,
A s k e t c h o r d r a w i n g m u s t h e a t t a c h e d i l l u s t r a t i n g t h e p l a n n e d
a l t e r a t i o n . A t t a c h e d ?
C C - i D e e + c a S t c a r d s A n d 6 a a c f + a t s r m s : A l l a l t e r a t i o n s t o t h e
c i t y s i n f r a s t r u c t u r e s h a l l b e a c c o m p l i s h e d i n s u c h a f a s h i o n s o
a s r e s t o r e t h e i n f r a s t r u c t u r e t o e s s e n t i a l l y t h e s a m e
G O D
d i t i o n t h a t * e x i s t e d p r i o r t o t h e a l t e r a t i o n , o r t o a n i z i p r o v e d
c o n d i t i o n , a s d e t e r m i n e d b y t h e c i t y .
C e r t i f i c a t i o n s I h e r e b y a c k n o w l e d g e t h e a b o v e r e q u i r e m e n t s , a n d
c e r t i f y t h a t T w i l l p e r f o r m t h e a b o v e d e s c r i b e d a l t e r a t i o n i n
a c c o r d a n c e W i t h t h e s e p r o v i s i o n s .
S i g n a t u r e : = 1 - 1 9 - 1 - - a C 6 C W M . 3 0 - O L e
A P P r o v a l s : D e p a r t m e n t H e a d : I n s p e c t i o n s :
C i t y M a n a g e r :
D a t e :
CITY OF TYBEE ISLAND
INSPECTIONS DEPARTMENT
TEMPORARY ELECTRICAL SERVICE
AFMAVIT
ADDRESS: - -�—
OWNERS
NAME:
p1mbap
NUMBER: PIN:
TEIS LETTER IS TO CONFIRM THE UNDERSTANDING OF THE
OWMRICONTRACTOR TO THE COMPLIANCE REQUMEMENT OF THE
GEORGIA STATE lYUNIKUM CONSTRUCTION CODES.
:15I: A. M ri 1 n rani. r • l 01 c 4rF41 • Mr•
•iM 1 :1 1 1''111' d51 1 1 :11 :1'
• 1 1 ,
IT IS UNDERSTOOD AND AGREED BY THE UNDERSIGh7ED THAT THE
ISSUANCE OF TEMPORARY POWER DOER NOT CONSTITUTE APPROVAL
TO Q.C'.CUPY THE STRUCTURE. A C UMMCATE OF OCCUPANCY MUST
BE ISSUED BY THE CITY OF TYREE PRIOR TO THE STRUCTURE BEING
OCCUPIED,
TBE OWNER dONTRA&OR LS EEREB)t EELD RESPONSIBLE FOR ANY
VIOLATIONS TO THIS POLICY. A VIOLATION OF TMS POLICY WAY.
RESULT IN DISCONTINUANCE OF THE ELECIMCAL SERVICE.
OWNER DATE
CONTRACTOR DATE
WITNESS DATE
L Apphleathon Date: 5 - 30 - Ote
lf. Appncaut'sNome• M9f 11214.. (b•ws pya?, r...r .
III. Applicant's Mailing Address: R0.8DX 1q,444STAT�sC3e¢oie,pr 3�45g
Tel. No... 412 --7 W4- -7 72s
TV. Property Location: 6ETwEEtJ sOL*&%4r,3 Afop Vpr" "OQ,L1C
V. TM Removal Reguiremeuts: In !weak n tree density anima trees per each 4500 square
feet of area must be maintained, or /he pre.appewal dnshy, Ifthe muting tree deastty h
lets, which pertain to all trees leafing a diameter at brad height of six (6) Inches or greater.
Ia addition, 's4PMcl ut trues" may Only be removed wdrHo.Yed dre mslances, and mug
be replaced with froze of Ma spades having a midmam diametr of two (E) tuehes each, and
of snllichot quantity eo that she cumulative diameter otRe taplaeM tras is equalto or
greater than the eumahative disclaims of the skoH.kpt trans removed; or the applicant has
otbr mitigation optlom.
i ®(ill) Dt mn� to degaed m bdOe Umte having a diameter at bread bright of
amtive m tits C.so owing v&dean: southern red seder and hardwoods
Georgia coot, including but not tlekad to oala, sesgttedEy blekoefes,
su � ckbarv, red bay, sphff ah or eoothtelMN sycamors, tupelo, sweetemn, and
Article 7 of the TAnd Development Cade It attached to this permit, and sets forth
the fall pmtieulm of tree removal, replacement, and protection requirements.
VL To order to assure compliance with these requirements, the following information is
required: (Applicant Is to Initial each of the following, and provide attachments as required)
A. Tree Survey, showing the location, size, and spectre of all trees having a diameter at
breast height orstr (6) Inches or grater, within the boundaries of the site, in
relatioasbip to existing sari planned improvements on the site.
13.-.A A written explanation as to whkh tree the Tree Removal Permit would apply to,
and wby it is necessary to reason such trees.
C. 7Y Applicant Attestation: T have reviewed Article 7, Tree Removal Regulations, of the
Tybes Island Imd Development Code, and agree to comply with the provisions
thereat
D. 0� A written declaration or which method ofsigotfleast tree removal mitigation will be
accomplished, If applicable.
.p
VII. AppIicant'sSignature: �
_ eteL J3� 1XaCZV— MA) Date:
VIIL Approvals:
Zoning Administrator. Date:
Yes_ No City Manager. Date:
= & V1HER`'
Land Development Coda
Artiele 7
TREE REMOVAL REGULATIONS
Sections:
7 -010
FINDINGS OF FACT
7-020
PURPOSE
7430
APPUCATION AND EXCEPTIONS
7 -035
TREE PROTECTION DURING PLAT AND PLAN APPROVAL
7-040
BUILDING PERMIT REQUIRED
7-050
TREE REMOVALREQUIREM&NTS
7460
REMOVAL OF SIGNIFICANT TREES
7-070
TREE PROTECTION DURING DEVELOPMENT
74W
STANDARDS FOR TREE PI ANTING AND REPLACEMENT
7-090
PENALTIES FOR UNLAWFUL TREE REMOVAL
7 -100
APPEALS OF ACTIONS
Section 7 -010 FINDINGS OF FACT
(A) Natural vegetative growth and trees add physical, aesthetic, aad economic value to the island
and should be preserved where possible.
(B) Trees, help stabilize the soil with their root systems and control soil erosion caused by storm
damage as well as moderate surface runoff of rah w w.
(C) Trees make life more comfortable on the island by providing shade, cooling both land and
air, reducing noise and air pollution, providing scenic amenities, and provide habitat of
desirable wildlife.
(D) Trees are essential to the present and future health and welfare of residents and visitors to
Tybee island.
(ORD. 1"6-34;7111/96)
Section 7 -020 PURPOSE
The various sections of this article are adopted for the following purposes:
(A) To help control the effects of accelerated water ruff and soil erosion due to clearing, and
assist in dune stabilization and mitigation of storm drainage.
(B) To preserve and protect tress for buffers where land use and zoning requirements dictate
such buffers.
(C) To maximize the positive benefits of sitting buildings and parking on land in relationship to
mature trees.•
(D) To ensure that responsible public agencies are made aware in timely fashion of proposed tree
removal activities.
(E) To help protect the investments of property owners and buyers, and provide mature native
island trees for the enjoyment of future generations.
Section 7 -030 APPLICATIONAND EXCEPTIONS
The requirements of this ordinance shall apply to all parcels within the City. No trees shall be
removed within the City of Tybee Island except in compliance with this ordinance, with the
following exceptions: G
(A) No permit shall be required for the removal of trees which endanger or abstract public safety
and welfare as determined by the Zoning Administrator or designated City
Fm I oN
F
CITY OF TYB °_E ISLA?WTD
SUBCONTRACTOR LIST
PLEASE LIST m NAME I'M ADDRESS OF ALL PARTICIPATING
SUBCONTRACTORS BELOW:
I. NAME:
ADDRESS:
TZLEP.HONE s — LICENSE NLMSER
2.
ki
S.
NAXE
e)MDR SS
LICENSE N'J)SER
N.ZLK :
ADDRESS:
T=- = ? --j0NE LICENSE NILMER
M—ME
ADDRESS:
TEL=?zOM LICENSE N"J!3ET
NAME:
ADDR =SS:
TELEPHONE
LICENSE NLThSER
From: Mark L. Williams
Date: April 28, 2005
RE: New City of Tybee Island Policy
Anyone proposing to do work on City property, in the City right -of -way or in a
city easement must first get approval from the Director of Public Works.
Anyone who proposes to excavate the ground, or causes the ground to be
excavated, on City property, in the City right -of -way or in a City easement to a depth of
three (3) feet or greater must fast dewater the area of excavation.
i
��
Cc Walter Parker, Mayor
Cc Bob Thomson, City Manager
Cc Dee Anderson, Assist. City Manager
BOSWELL DESIGNSERV(CES, INC.
103 NASSAU DRIVE
SAVANNAH, GEORGIA 31410
912 -B97 -6932
RECEIVED
August 31, 2005
To: Mr. Dee Anderson
Zoning Administrator
Tybee Island, Georgia 31328
From: Mark Boswell
Re: Van Horne Avenue Subdivision
Between Van Horne Avenue and Solomon Avenue
Tybee Island, Georgia
Dee,
Please find enclosed three copies of the drainage plan and calculations for the project
referenced above.
Sincerely,
Mark Boswell, P.E.
-�-o C3 7 L� s V-,Q-T- 91-z
sue- A ,MGkw:It"a.s '1/2
HYDROLOGY REPORT
IT
Van Horne Avenue Subdivision
Between Van Horne Avenue and Solomon Avenue
Tybee Island, Georgia
FOR
Soda Properties, Inc.
P.O. Box 1844
Statesboro, Georgia 30459
August, 2005
BOSWELL DESIGN SERVICES, INC
103 NASSAU DRIVE
SAVANNAH, GEORGIA �, RECEIVED
HYDROLOGY REPORT
For
Van Horne Avenue Subdivision
Between Van Horne Avenue and Solomon Avenue
Tybee Island, Georgia
PRE AND POST DEVELOPMENT SITE CONDITIONS
The existing site is natural and the ground is generally flat with slopes between 0 percent and 2
percent. The project site presently contains several residential type structures which are to be
demolished. The proposed project is to be cleared of trees and stumps required for construction
of a new four lot subdivision. The new project will have grading, water and sewer. The total site
is 1.31 acres with the estimated disturbed area to be 0.75 acres.
The soils in this area have been classified by the Chatham County Soil Survey Map as being
Cue (Chipley -Urban Land Complex). The soils on this site have not been field verified.
ANALYSIS METHOD
The Rational method was utilized for the analysis of the pre - development and post - development
runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and
for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed
utilizing the following data:
DR4/NAGE"AREA
PRE - DEVELOPMENT RUN -OFF COEFFICIENT
WEIGHTED AVERAGE - 0.35
POST - DEVELOPMENT RUN -OFF COEFFICIENT
WEIGHTED AVERAGE = 0.48
IDF CURVES = SAVANNAH
HYDROGRAPH GENERATION METHOD =
PRE - DEVELOPMENT SLOPE = 2%
POST DEVELOPMENT SLOPE = 2%
TIME OF CONCENTRATION
PRE - DEVELOPMENT = 10 MINUTES
TIME OF CONCENTRATION
POST - DEVELOPMENT = 10 MINUTES
RATIONAL
The proposed project is to be cleared of necessary trees and stumps to make way for the new
structure. The resulting increased runoff, which is encountered due to new impervious area is
displayed below:
RUN -OFF RATE (25 YEAR STORM)
PRE- DEVELOPMENT RUN -OFF = 3.02CFS
POST - DEVELOPMENT RUN -OFF = 3.61 CFS
TOTAL INCREASE IN RUN -OFF = 0.59 CFS
Storm water will be directed by existing conditions but will also be routed by gutters and
downspouts installed on new residential structures and new swales. Storm water will be directed
to the existing Solomon Avenue drainage system.
SWALE/NFORMAT /ON
NEW SWALES HAVE BEEN DESIGNED TO CARRY 3.17 CFS EACH
=EWte MW------ - - - - --
AREA 2 \
I imp • 0.06 1
I PER 0.22 X10
` \ TOTAL - 0.28 \
Q \ ICw poet - 0.48
I AREA 3 II \
IMP - 0.06 \
PER • 0.22 II 11
I� r TOTAL - 0.28 1,
P Cw poet - 0.48 1
cfs
I \' I I yr6
? i / upa. at III 12,116L.. .1
AREA 1
E P 0.03
R • 0.11
AIL 0.1,
w poet • .4
�I
1
10 1
0
h&
�p�h0
h
i 0&
AREA 4 i
IMP . 0.03
PER - 0.11
TOTAL 0.14
Cw poet - .48
o° at
i
-----
-----------
- - - -- -
Air
11 - - --
!! C3 -r--�
- - - - - -- — SOLOMON AVENUE mm____ exm °• W
- - - - - --
W
j L J
r oO�
W
JZ
� oW
\
/AREA
AREA 6
\'
5 t
IMP - 0.04 1
IMP • 0.04
PER • 0.26
PER - 0.26 I
TOTAL - 0.30
TOTAL - 0.30
Cw poet - 0.43
/
I Cw poet - 0.43
1
rl L., .
9'{04T
K -
'
JC 3q c15
II
�'
1
i1
I
i IL
-----
-----------
- - - -- -
Air
11 - - --
!! C3 -r--�
- - - - - -- — SOLOMON AVENUE mm____ exm °• W
- - - - - --
W
j L J
r oO�
W
JZ
� oW
Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuff)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuff)
Hydrograph
description
1
Rational
0.44
1
10
266
25
--
—
- - - --
SODA- SOL- DA1 -25 -PO
2
Rational
0.95
1
10
570
25
—
- --
- - --
SODA- SOL- DA5 -25 -PO
3
Rational
0.89
1
10
532
25
—
- --
- - --
SODA- SOL- DA2 -25-PO
4
Rational
0.89
1
10
532
25
—
- --
- - --
SODA- SOL- DA3 -25 -PO
5
Rational
0.44
1
10
266
25
- - --
- --
SODA- SOL- DA4 -25 -PO
6
Rational
0.95
1
10
570
25
- --
SODA- SOL- DA6 -25 -PO
7
Combine
1.39
1
10
836
25
1+2
—
8
Combine
1.77
1
10
1,064
25
3 +4
—
9
Combine
1.39
1
10
836
25
5+6
—
10
Combine
3.17
1
10
1,899
25
8 +9
--
—
11
Rational
3.02
1
10
1,814
25
--
SODA-SOL- TOTAL -25-
Proj. file: SODA - SOLOMON -HY
RI GRW SAVANNAH. OF
Run date: 08 -31 -2005
Hydrograph Plot
English
Hyd. No. 1
SODA -SO L- DA1 -25 -POST
Hydrograph type
= Rational
Storm frequency
= 25 yrs
Drainage area
= 0.1 ac
Intensity
= 6.59 in
I -D -F Curve
= SAVANNAH.IDF
N
w
V
d
Peak discharge = 0.44 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 10 min
Reced. limb factor= 1
Total Volume = 266 cult
1 - Rational - 25 Yr - Qp = 0.44 cfs
0 5 10 15 20
Time (min)
/ Hyd. 1
Hydrograph Plot
English
Hyd. No. 2
SODA- SOL- DA5 -25 -POST
Hydrograph type
Storm frequency
Drainage area
Intensity
I -D -F Curve
N
w
V
= Rational
= 25 yrs
= 0.3 ac
= 6.59 in
= SAVANNAH.IDF
Peak discharge = 0.95 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 10 min
Reced. limb factor= 1
Total Volume = 570 cuft
2 - Rational - 25 Yr - Qp = 0.95 cfs
Time (min)
/ Hyd. 2
5
Hydrograph Plot+
Hyd. No. 7
English
Hydrograph type = Combine
Storm frequency = 25 yrs
1 st inflow hyd. No. = 1
N
V
OF
Peak discharge = 1.39 cfs
Time interval = 1 min
2nd inflow hyd. No= 2
Total Volume = 836 cuH
7 - Combine - 25 Yr - Qp =1.39 cfs
Time (min)
/ Hyd. 1 / Hyd. 2 / Hyd. 7
Hydrograph Plot
H
w
V
iY
Total Volume = 532 tuft
3 - Rational - 25 Yr - Qp = 0.89 cfs
Time (min)
/ Hyd. 3
.ri
English
Hyd. No. 3
SODA -SO L- DA2 -25 -POST
Hydrograph type
= Rational
Peak discharge =
0.89 cfs
Storm frequency
= 25 yrs
Time interval =
1 min
Drainage area
= 0.3 ac
Runoff coeff. =
0.48
Intensity
= 6.59 in
Time of cone. (Tc) =
10 min
I -D -F Curve
= SAVANNAH.IDF
Reced. limb factor=
1
H
w
V
iY
Total Volume = 532 tuft
3 - Rational - 25 Yr - Qp = 0.89 cfs
Time (min)
/ Hyd. 3
.ri
Hydrograph Plot
English
Hyd. No. 4
SODA -SO L- DA3 -25 -POST
Hydrograph type
= Rational
Storm frequency
= 25 yrs
Drainage area
= 0.3 ac
Intensity
= 6.59 in
I -D -F Curve
= SAVANNAH.IDF
1.0
0.!
w 0.(
v
0.�
O.s
Peak discharge = 0.89 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 10 min
Reced. limb factor= 1
Total Volume = 532 cult
4 - Rational - 25 Yr - Qp = 0.89 cfs
S �
I
it 1
I i
i
Bull,
5 10 15
Time (min)
/ Hyd. 4
20 25
�
S �
I
it 1
I i
i
Bull,
5 10 15
Time (min)
/ Hyd. 4
20 25
Hydrograph Plot
English
Hyd. No. 5
SODA -S O L- DA4 -25 -POST
Hydrograph type
= Rational
Storm frequency
= 25 yrs
Drainage area
= 0.1 ac
Intensity
= 6.59 in
I -D -F Curve
= SAVANNAH.IDF
N
w
V
d
Peak discharge = 0.44 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 10 min
Reced. limb factor = 1
Total Volume = 266 cult
5 - Rational - 25 Yr - Op = 0.44 cfs
Time (min)
/ Hyd. 5
Hydrograph Plot
English
Hyd. No. 6
SODA- SOL- DA6 -25 -POST
Hydrograph type
= Rational
Storm frequency
= 25 yrs
Drainage area
= 0.3 ac
Intensity
= 6.59 in
I -D -F Curve
= SAVANNAH.IDF
!
1.0
0.8
w
0.6
G'1
0.4
0.2
0.0
0
Peak discharge = 0.95 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 10 min
Reced. limb factor= 1
Total Volume = 570 cuft
6 - Rational - 25 Yr - Qp = 0.95 cfs
Time (min)
Hyd.6
Hydrograph Plot
Hyd. No. 8
English
Hydrograph type = Combine
Storm frequency = 25 yrs
1 st inflow hyd. No.= 3
N
w
V
Peak discharge = 1.77 cfs
Time interval = 1 min
2nd inflow hyd. No: 4
Total Volume = 1,064 cuft
8 - Combine - 25 Yr - Qp =1.77 cfs
Time (min)
® Hyd. 3 / Hyd. 4 / Hyd. 8
I
Hydrograph Plot
Hyd. No. 9
Hydrograph type = Combine
Storm frequency = 25 yrs
1 st inflow hyd. No. = 5
1.
1.
fA
V
A
W
English
Peak discharge = 1.39 cfs
Time interval = 1 min
2nd inflow hyd. No= 6
Total Volume = 836 cuft
9 - Combine - 25 Yr - Op =1.39 cfs
5 10 15 20 25
Time (min)
g Hyd. 5 / Hyd. 6 / Hyd. 9
Hydrograph Plot
Hyd. No. 10 English
Hydrograph type = Combine Peak discharge = 3.17 cfs
Storm frequency = 25 yrs Time interval = 1 min
1st inflow hyd. No. = 8 2nd inflow hyd. No= 9
w
U
a
1
Total Volume = 1,899 cuft
10- Combine - 25Yr -Qp =3.17 cfs
1 15 20 25
Time (min)
% Hyd. 8 / Hyd. 9 Hyd. 10
Hydrograph Plot
English
Hyd. No. 11
SO DA -SO L- TOTAL -25 -PRE
Hydrograph type
= Rational
Storm frequency
= 25 yrs
Drainage area
= 1.3 ac
Intensity
= 6.59 in
I -D -F Curve
= SAVANNAH.IDF
N
w
V
CY
Z
Peak discharge = 3.02 cfs
Time interval = 1 min
Runoff coeff. = 0.35
Time of conc. (Tc) = 10 min
Reced. limb factor= 1
Total Volume = 1,814 cuR
11 - Rational - 25 Yr - Qp = 3.02 cfs
0 5
10
Time (min)
/ Hyd. 11
15 20 25
Worksheet for SODA- SWALES
Project Description
Flow Element: Trapezoidal Channel
Friction Method: Manning Formula
Solve For: Normal Depth
Input Data
Roughness Coefficient:
0.013
It
Channel Slope:
0.50000
%
Left Side Slope:
4.00
ft/ft (H:V)
Right Side Slope:
4.00
ft/it (H:V)
Bottom Width:
2.00
It
Discharge:
3.17
ft /s
Results
0.34
It
Normal Depth:
0.32
It
Flow Area:
1.05
ft'
Wetted Perimeter:
4.65
It
Top Width:
4.57
It
Critical Depth:
0.34
It
Critical Slope:
0.00405
ft/ft
Velocity:
3.01
ft/S
Velocity Head:
0.14
ft
Specific Energy:
0.46
ft
Froude Number:
1.10
Flow Type:
Supercritical
GVF Input Data
Downstream Depth:
0.00
ft
Length:
0.00
ft
Number Of Steps:
0
GVF Output Data
Upstream Depth:
0.00
It
Profile Description:
N/A
Headloss:
0.00
ft
Downstream Velocity:
0.00
fus
Upstream Velocity:
0.00
ft/s
Normal Depth:
0.32
It
Critical Depth:
0.34
It
Channel Slope:
0.00500
ft/ft