04/28/2008
WORK SESSION AGENDA
Council Chambers - City Hall
4/28/2008 - 1:30 PM
1. Presentations
1.1 APW A Award of Excellence - Perry Lopez
~ Attachments
2. Financial Services
2.1 Approve payment in an amount not to exceed $55,000 for resolution of City claim 0800040, and the
appropriate officials be authorized to execute same. (consent)
@ Attachments
3. Parks and Recreation
3.1 Approve co-sponsorship and waiver of requested City fees and service charges for FY 2008-2009 special
events including six annual City events; and thirteen City co-sponsored events (a reduction of three
events); at an estimated General Fund gross cost of $456,078 ($19,750 representing cash contributions
and $436,328 representing in-kind contributions) and enterprise fund cost and fee waiver of $67,350 for
the purposes of departmental budget submittals. (consent)
I@l Attachments
4. Engineering
4.1 Approve the staff ranking for Biosolids Services (RFP 13-08) and award a contract to H&H Liquid
Sludge Disposal, Inc. of Branford, Florida for the sum of $2,129,727.60 and authorize the appropriate
officials to execute same. (consent)
~ Attachments
4.2 Award a three-year contract to Polydyne, Inc., of Riceboro, GA in the sum of $540,000.00, for Polymer
Services (RFP l2-08)and authorize the appropriate officials to execute same. (consent)
@ Attachments
5. Official Records and Legislative Services
5.1 Reappoint Wallace Smith in the Resident category and Joyce Gibbs in the Agency or Government
Representative category; appoint Arthonia Godwin in the Business Owner or Representative category to
the Brownfields Advisory Board with terms expiring on May 31, 2012. (consent)
@ Attachments
6. Legal
6.1 Adopt Ordinance No. 7931-08 on second reading, annexing certain real property whose post office
address is 2235 Nursery Road, into the corporate limits of the city and redefining the boundary lines of the
city to include said addition.
@ Attachments
6.2 Adopt Ordinance No. 7932-08 on second reading, amending the future land use plan element of the
Comprehensive Plan of the city to designate the land use for certain real property whose post office
address is 2235 Nursery Road, upon annexation into the City of Clearwater, as Residential/Office General
(R/OG).
@ Attachments
6.3 Adopt Ordinance No. 7933-08 on second reading, amending the Zoning Atlas of the city by zoning
certain real property whose post office address is 2235 Nursery Road, upon annexation into the City of
Clearwater, as Office (0).
@ Attachments
6.4 Adopt Ordinance No. 7934-08 on second reading, annexing certain real property whose post office
address is 1662 Bellrose Drive North, into the corporate limits of the city and redefining the boundary
lines of the city to include said addition.
@ Attachments
6.5 Adopt Ordinance No. 7935-08 on second reading, amending the future land use plan element of the
Comprehensive Plan of the city to designate the land use for certain real property whose post office
address is 1662 Bellrose Drive North, upon annexation into the City of Clearwater, as Residential Low
(RL).
@ Attachments
6.6 Adopt Ordinance No. 7936-08 on second reading, amending the Zoning Atlas of the city by zoning
certain real property whose post office address is 1662 Bellrose Drive North, upon annexation into the
City of Clearwater, as Low Medium Density Residential (LMDR).
@ Attachments
6.7 Adopt Ordinance No. 7941-08 on second reading, rescinding Ordinance No.7 405-05 and Ordinance No.
7406-05.
I@l Attachments
6.8 Adopt Ordinance No. 7949-08 on second reading, amending the Community Development Code to
further the consistency between the Community Development Code and the City's Comprehensive Plan
and the Countywide Future land use plan by adding Resort Facility High land use designation and
providing for maximum dwelling units per acre, maximum floor area ratio/impervious surface ratio, and
overnight accommodations units per acre.
I@l Attachments
6.9 Create Section 21.18, Code of Ordinances, to prohibit soliciting, begging, and panhandling in the
Clearwater downtown core redevelopment zone and the Clearwater Beach core tourist zone as defined in
the ordinance and pass Ordinance 7928-08 on first reading.
I@l Attachments
7. City Manager Verbal Reports
7.1 City Manager Verbal Reports
@ Attachments
8. Council Discussion Items
8.1 FY 2008/09 Budget Initial Discussion
I@l Attachments
9. Other Council Action
9.1 Other Council Action
@ Attachments
10. Adjourn
11. Presentationes) for Council Meeting
11.1 Home of the Year and Quarter, Business of the Quarter, Neighborhood of the Year and Quarter
@ Attachments
11.2 Proclamation: Building Safety Week 2008, May 5 - 11. Kevin Garriott, Dev. and Neighborhood Svcs.
@ Attachments
11.3 Proclamation: Emergency Medical Services Week - Fire Department
@ Attachments
11.4 Proclamation: Tourism Week - Beach Chamber of Commerce
@ Attachments
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
APW A A ward of Excellence - Perry Lopez
SUMMARY:
The APW A Public Works Project of the Year A ward of Excellence was established to promote excellence in the management and
administration of public works projects by recognizing the alliance between the managing agency, the consultant/architect/engineer and
the contractor who, working together, complete public works projects.
This years award of excellence, in the division of projects between $2 million and $10 million under the category of structures and
transportation has been awarded to the City of Clearwater, for the Cleveland Street Streetscape Project by the West Coast Branch,
Florida Chapter of the APW A. As winner, the Cleveland St. Streetscape project will be considered for the National Award as well.
Review Approval: 1) Clerk
Cover Memo
Item # 1
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Approve payment in an amount not to exceed $55,000 for resolution of City claim 0800040, and the appropriate officials be authorized
to execute same. (consent)
SUMMARY:
The driver of city vehicle G 2719 (and trailer G3209) was turning left at the intersection of 49thstreet and 118th Avenue North, when the
vehicle and trailer rolled onto its side. There was no citizen involvement in this incident.
G2719 is a 2003 Sterling LT9500 tractor, with an original purchase price of $76,608. G3209 is a 2006 Steco aluminum ejector transfer
trailer, with an original purchase price of $60,984.
These combined units are used to haul refuse from the City's transfer station to Pinellas County's Waste to Energy facility.
The City requested three estimates for repair of the vehicle and for the trailer. Fleet Maintenance has evaluated the estimates and has
chosen the most responsible companies to repair the units. R&B Auto Body, Inc., will be repairing the tractor, and Florida Utility
Trailers, Inc., is repairing the trailer. The truck tractor repair is estimated to be $20,909.48, and the trailer repair is estimated at
$18,309.57. Additionally, the City incurred $2,194.50 for recovery and towing.
There may be hidden damage to these units that can be found only during the repair process. Risk Management has made allowance for
this, and is recommending settlement of this City claim at an amount not to exceed $55,000.
Type:
Current Year Budget?:
Operating Expenditure
Yes Budget Adjustment:
None
Budget Adjustment Comments:
Current Year Cost:
Not to Exceed:
For Fiscal Year:
$55,000
$55,000
2007 to 2008
Annual Operating Cost:
Total Cost:
$55,000
Appropriation Code
0590-07000- 545900- 519-
000-0000
Amount
$55,000
Appropriation Comment
Review
Approval:
1) Office of Management and Budget 2) Legal 3) Clerk 4) Financial Services 5) Office of Management and
Budget 6) Legal 7) Clerk 8) Assistant City Manager 9) Clerk 10) City Manager 11) Clerk
Cover Memo
Item # 2
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Approve co-sponsorship and waiver of requested City fees and service charges for FY 2008-2009 special events including six annual
City events; and thirteen City co-sponsored events (a reduction of three events); at an estimated General Fund gross cost of $456,078
($19,750 representing cash contributions and $436,328 representing in-kind contributions) and enterprise fund cost and fee waiver of
$67,350 for the purposes of departmental budget submittals. (consent)
SUMMARY:
According to the City Code of Ordinances on special events there shall be an annual review of City sponsored/co-sponsored events
during the budget process. An agenda item approving co-sponsorship and level of support for these events will be brought before the
City Council at the beginning of the budget process each fiscal year.
In the event additional money is requested beyond what is included in the approved budget, City Council approval will be needed before
additional funds are dispersed.
The chart shows cash and in-kind contributions requested to be included in FY 2008/09 budget for City sponsored and co-sponsored
special events. In addition, the 2007/2008 approved spreadsheet is provided for comparison purposes.
"In-kind contributions" are included in operating budgets under various departments. "In-kind contributions" decreased by $58,110 or a
11.8% reduction. Decreases occurred due to:
Elimination of marketing support for Farmers Market.
Eliminate City funding for buyout of Harborview Center for Festival of Trees.
Require Jazz Holiday to fund police needed for alcohol sales.
Require all events to fund police needed for alcohol sales.
Cancellation of Holiday Parade.
Elimination of fall concert (Christian Concert event).
"Cash Requests" have been reduced by $33,775 to $19,750 or a 64.4% reduction. The following have been recommended to be
eliminated:
African American Heritage Festival- Event is held outside of Clearwater (-$4,750)
Clearwater Jazz Holiday - In kind support still maintain but no cash sponsorship in 09
(-$14,550).
Florida Orchestra - Reduced to previous funding level and one event for $15,000
(-$14,100).
Delete Mayfest cash funding (-$2,375).
Type:
Current Year Budget?:
Operating Expenditure
Yes Budget Adjustment:
Yes
Budget Adjustment Comments:
Need to record in FY2008/09 operating budgets.
Current Year Cost:
Not to Exceed:
For Fiscal Year:
$523,428.00
2008 to 2009
Annual Operating Cost:
Total Cost:
$523,428.00
$523,428.00
Cover Memo
Appropriation Code
Various City General Fund
Accounts
Item # 3
Amount
$436,328
Appropriation Comment
Funds in several General Fund Department accounts.
Various Enterprise Fund
Accounts
$67,350
Funds included in various Enterprise fund accounts.
010-01804
$19,750
Cash allocation for FL Orchestra and MLK
Celebration
Review Approval: 1) City Manager 2) Clerk 3) City Manager 4) Clerk
Cover Memo
Item # 3
~
u
ro
v
"'
v
u
.~
I
..-- N C0 V 1.0 (0 r-- CO m ~ ~ ~ ~ ~ ~ ~ !;::: ~ ~ ~ NIRj
u~~~~"a"~~~~ili~~~~i=l~
'"
<( c
s1"
"- ro
"-
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ : ~ ~~~
~ ~ Dia~
v
c
.C
ro
=>
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 8 ~ ~~~
~ g aci
"'
g g
"'
"'
g g g
~
ro
(9
-
;;;
iii iii
tF.> g $ iii
g
8 ~ l() 8 ~ ~ ~ ~ ~ 8 ~ g 8 ~ ~ ~ ~ ~ ~:?: ~
~~~w~~ ~~~ ~~WW~~ ~~
OJs
"@.~
aLL
l~
U)~
(9
~fi~~~~~aiia
~~i~gi
III
W
o
~
W
III
C
Z
Si:
;1;
~ ~~
~ o..~
~
~g.!::!E ~ ~ ~ ~ ~ ~ ~ ~ ~ 8 ~ ~ ~ ~ ~ ~ 8 ~
~~~o~ ~ ~
,,"0
~ ~ .
~.E~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N ~
~~~~ fA- ziwWwwWWWW
~.~ s ~
NQ) vaJOOlOO)(DOOIOOOaJOOOooo
>-(1) ~~~W~Rj~~r--~ffiffiWffiww~co
LL~.~~www w~wwgy(ww W C0-zi
~LLW w-
E
~ 8 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Rl ~ ~~ ~
fA- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i~
c
Z
:J
LL Q) (5
-' u ~
c:( '58
ffio..;::c:
z
w
~ ~ C0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0
~ Q)~ ~_ fA- fA- fA- ~ ~ fA- fA- ; ~ ~_ fA- fA- a fA- fA- ~ ~_
~~;- - -
f-
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~5
g
'"
o
o
N
cb
o
o
N
>-
u..
...
.E
-
VI
CIl
::::s
C'"
CIl
a::
~ u
~ v
roO::
"-00
8 8 ~ 8 8 8 8 8 8 8 8 ~ ~ 8 8 ~ 8 8 ~:?: ~
~ ~ :;; & ~ a ~ ~ ~ ~ :;; ~ li : ~ ~~
~E
D ro
a;=>
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00
o fA- fA- fA- fA- 0 fA- fA- 0 0 0 fA- fA- fA- fA- fA- 0 0 WO
"<t 0 000 NO (0
fA- Di wDlw ww ~
'" ~
o.r: ~
c:b VI Q)
o ro ~
>-ug
u.. '"
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 8 ~ ~ ~~~
~ : t~
'" '"
D 0 0
~~~:~~~
~ z 6 g5 t3 0
2: Z 0
'" '"
o 0
"C ~
~ =>
'"
o
~
~ ~ ~ g5 ~ ~ g5 2 g5 ~
~ a fr 6 fr ~ ~ ~ ~ ~u..v
. <( (J) Z (J) LL Z g5 Z
8
-
CIl
Cl
"C
::::s
D:l
.l!l
s:::
CIl
>
w
"iii
'(3
CIl
c..
CJ)
...
CIl
l
Cll
CIl
U
...
o
~
U
~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
wo
ii
"ro -
~ (J) -g ~ "'u..~
0:: ~ ~ ~ LL ""
~CO~ c~~~
~ ~ ~ ~ j~ (9 ~
;t 8j~~~.~_ ~j ~~~ ~
~ ~c~~'-J ~~ "!::!I 5~
~Ocl~~~~:~co ~Q)~ co~(f)~
! i : I I i I ~ I ~ ~ I ~ J ! ~ ~
~ f- 3 ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ 0 ~ ~ ~
~ ~ ~ ; ~ E ; ~ ~ ; c ~: ~ =u..~ "5 ~ ~
U F 2 0 ~ 0 0 0 Z 0 ~ ~ (J) ~ 2 ~ e (J)
v
u
~ 5
c 0
~ u
~ l
~ I
~ ~
c 8
g
gg"CF-
o~
c;!j-~
-
R .~~.~
..n fSJ-.....,
~ ~.'";
~g"CF-
~~
w w
~r:g"CF-
N"
~r ci
-
~~~
-..
i
~~"CF-
~-~
-
",,"
0(5
~~
OJ
::;R
M
.,;
M
"Ii
- >
cw
~~
DO
V ~
~ C
00
~ ~ 0.
cClIl
.S! 8.. 6
1i:j(l)U
~~~
.Vi U U
~<<
ONM
~ ~ ~
>--
woo
Attachment number 1
Page 1 of 3
"'~
;!
Item # 3
ii ..'" '" ...~ i a '" i~ ..."" ..~ "" i~ i~ ...~ a i~ i~ a "" '" a ...~ ~I~
'" ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~I~
~~
tL ro
tL
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00
v '" '" '" '" N '" '" '" '" '" '" '" '" '" '" '" '" '" '" 0 '" "'~
c '" 0
.C '" :;f :;f
ro
:>
"' "' "' "' "' "' "' "' "' "' 00
"''''
~ '" '" g '" g g g g ;;; ;;; g ~
ro
(9
0 0 0 .,- .,- 0 0 N '" 0 '" '" '" 0 0 0 N '" .,- 0 0 0'"
0 '" '" .... 0 0 '" 0 '" 0 '" 0 0 0 '" 0 0 0 0 '" "'~
g* '" '" N 0 .,- '" '" .... .,- .,- 0 N .,- '" '"
'" '" y; '" :;f :;f '" '" '" '" '" :;;' '" '" '" '" ;i '" '"
o ro '"
OJs
lJ)
w V N
U .~ .~ ..~ Ij .~ ..~ g; .~ i i~ I ..~ .~ .~ .~ i~ ~I;;;
:> llig '" '"
'" '"
'" g ;% '" Ii
w :eLL
lJ) ~..~
c
z (J)~
S2 (9
;1;
O/l .... 0 '" 0 0 0 .... '" '" 0 N N N N 0 0 N 0 0 0 N 0'"
'" '" '" '" '" 0 N .... '" '" '" 0 '" '" '" '" '" .,- '" "':2
J: <{~ N .... '" N N '" '" '" N '" 0 '"
lJ) '" '" '" y; '" y; '" '" '" y; '" y; '" :;;
..: s ro
U tL,=
"Coo
VO 00
~~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
u E '" '" '" 0 '" '" '" '" '" 0 '" '" '" 0 '" '" '" '" '" 0 '" "'g
~.... 0 0 0 0
,,"0 :0 E :z y; g :z ,-:
VO ~ 0 '"
"'~ tLu
gg,E ON
o ~ ~~ 0 0 N 0 0 0 0 '" '" 0 '" .... 0 '" N N '" 0 0 0 0
~ ~ '" '" .... '" '" '" .,- N '" '" N '" '" .... 0 .,- '" '" '" N "'~
.... .,- N 0 N '" '" ....
ro 0- '" :;;' '" '" '" '" '" '" M
g .~ OJ ~ y; y; y; y; y;
N v vE '"
>-lJ) :S00
"-"c '" 0 0 0 0 0 .... 0 0 '" 0 '" 0 0 0 0 0 0 0 0 0 0....
e 0 '" 0 '" '" 0 .,- 0 0 '" '" '" '" 0 0 '" '" '" '" 0 '" "'~
:;< vOJ '" .,- .,- '" '" .,- '" '" '" '" '" .... '" 0 '"
I: .= :> y; '" '" :;f '" '" '" y; y; y; :;; '" y; "' y; ~
c "-w '"
z
~ 0 0 0 0 0 0 N 0 0 0 0 0 '" 0 0 0 0 0 0 0 0 00
'" '" '" '" '" '" '" '" '" '" '" '" N '" '" '" '" '" '" '" '" "'~
-' ~~ '" '" '" 0
..: ;i '" y; :;;' ~
'" = 0
w o u
Z tL<;:
W
(9
il ~ 0 0 0 0 0 '" .,- 0 0 '" .,- '" '" '" 0 0 '" 0 0 0 '" 00
0- .... '" '" '" '" 0 '" '" '" '" '" '" 0 '" '" '" '" '" .,- '" "':g
1;; vO 0 N '" .,- '" N N '" N 0 N
~ ~ '" ~ ~ ~ :z :z ~ :z ~ :z ~
,g0 '"
o u '"
W o..~
I....... ,=
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00
0 0 0 '" 0 0 0 0 0 0 0 0 0 0 '" '" 0 0 '" 0 0 "':g
I,,,'.; ~ u '" '" .,- '" 0 0 '" '" 0 '" '" '" '" '" 0 0 0 '"
~ v :;;' '" '" :;;' ~ :;f :;;' "' ~ :;; :;; ~ '" g "' :;; '"
:'0:: y; '" '" '" N
I.:. "-00 '"
I:: 00_
I>.. OJ.!;;;
"C ro
a;:>
...
.2 ~ 0 0 0 0 0 0 0 0 '" 0 0 0 0 0 0 0 0 0 0 0 0 0'"
00 '" '" '" '" '" '" '" '" .... '" '" '" '" '" '" '" '" '" 0 '" '" "'~
- 0 "5i ~ .... .... '" '"
.... v ;i ;i " :;;' ~ ~
11) 0 ro ~ '"
Qj ~ u g
::::J '"
C'"
~ '"
- '" '" 0
Qj "C 0 0 ~
Cl 0; .... '" '" 0- 6 .... .... '" '" .... '" '" '" '" .... '" '" .... .... '" ",0;
J: 0 0 0 ~ z 0 0 0 0 0 0 0 0 0 0 0 0 0 :> 0 0 0(5
"C .r: 6 .0 C U ~ ~ u " 0- 0- is. 6 0- .0 ~ 00 ~ .0 ~~
::::J 1': v ro .... v 8 v ~ v v v v v
Z "- 0 0 :> 0 OJ OJ ..: z OJ "- Z .... Z "-
r:a 0 6 0 OJ
:> z 8 8
11)
-
l:: 'E ~
Qj v ro ;\ ;\ ;\ ;\ ;\ ;\ ;\ ;\ ;\ ~ ~ ~ ~ ~ ;\ ;\ ~ ;\ ~ ;\ ~ ;\
> Jia
w
(ij ii
N " ro 0;
'(3 ~ ~ "C ~ ~
0; c
Qj c v c ro v
c.. I 0:: ~ I OJ "-
00 ro c I
(J) ~ :> ~ ~
u ~ v
... ro -~ ro ~ ~
Qj 0; :> j 0 u .~ (9 a;
U f- .C i ~
- ~ ~ ~ c 00
~ v ~ '" 0
-' '" c ~ ~ 0; u c ro "C
..: ro 0 E ~ ..: v OJ 0
:J .C .=i ~ 0 ~ 0 u > J: c ~
Z v ~ u: ~ v u "i w .~ ~ 0
ltl z J: .8 u " ~ :> ro ~ 0; v v ~ "
Qj (5 g> v ro J: ~ "C "- OJ OJ
..: c ~ u v 00 .0 ~ (j ro ~ ro
U ,= ro sz c "' N 0 V V j' ~ c ~
Ii u V N 0 0; ~ N ro v ~ ~ ~
f .C 0 ~ ~ ro 0 ~ "C U U N U V V '" V U
.... Z ~ v U ro 0 ~ ro .C ,= ~ :2 "- ro
~ ro 0:: c ~ u v
0 w 1 ~ v is "' v ~ tL v ~ (j "0 0 ~ "'
~ ~ i5 c OJ ~ c v v
f- -' ~ ..: u ~ E ~ ro 0 ro "0 ..: 0; ~
:>. ~ c ro ~ c ~ c ~ ro ~ a; u
- 1= ~ ~ v .0 ~ ~ ~ u v ro "C .~
~ t .C c ~ "l5 ro
i:3 ~ ro 0 0 0 " B 3;; ~ ro Ji! e v 0
(j ;:: :> (j :> (j 0 Z J: (j "- OJ f- u: OJ J:
~ N '" .,- '" '" .... '" '" 0 ;:: N '" .,- '" '" .... '" '" 0 N N
~ ~ ~ ~ ~ ~ ~ ~ ~ N N
Attachment number 1
Page 2 of 3
oo;!
"lj
- >
ew
~~
"C 0
V ~
~ e
00
~ ~ 0-
e e lJ)
.S! :5. 6
1i:j(l)U
~~~
"Vi U U
~<<
UN'"
'E ~ ~
v ro ro
>--
wuu
Item # 3
Attachment number 1
Page 3 of 3
Item # 3
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Approve the staff ranking for Biosolids Services (RFP 13-08) and award a contract to H&H Liquid Sludge Disposal, Inc. of Branford,
Florida for the sum of $2,129,727.60 and authorize the appropriate officials to execute same. (consent)
SUMMARY:
The City of Clearwater solicited proposals/bids (RFP) from qualified specialty service contractors to perform wastewater biosolids
management services for the City's three advanced pollution control facilities. Three complete proposals were received and opened in
the office of the Purchasing Manager on March 11, 2008. The decision to obtain bids using RFP's was made based on the necessity to
review contractor's qualifications and ability to properly dispose of the material in accordance with applicable laws and regulations.
Specifically, the contractor will be required to remove and dispose of dewatered and stabilized (Class B) and/or dewatered and
unstabilized domestic wastewater residuals (residuals) from the City's Marshall Street and Northeast advanced pollution control
facilities (APCF), and also haul liquid unstabilized residuals from the City's East APCF and possibly Marshall Street APCF to the
Northeast APCF.
The term of the contract award shall be for twenty-four (24) months from the date of execution of the agreement with an option for
a one-year extension at the discretion of the City.
The Contractor accepts full responsibility and liability for the hauling and disposal of residuals from the points of loading from the
source facility, in accordance with Chapter 62-640, F.A.C. and shall be responsible to comply with existing Florida Department of
Environmental Protection (FDEP) and United States Environmental Protection Agency (EPA) residuals treatment and disposal
regulations and any changes made in these regulations during the contract period.
The City's current contract for the hauling and disposal of biosolids expires April 30, 2008 and staff anticipated that the pricing
for contracted hauling would increase due to regulatory constraints and escalations on fuel costs. The bid received is within the
budgeted amount for these services.
Sufficient budget is available in the Water & Sewer Utility Fund operating cost center 0421-01351, WPC Operations, to fund
$354,140.00 of the current year cost of this contract and is planned in the budget request to be brought forward for FY08/09 in the
amount of $700,000.00, FY09110 in the amount of $700,000.00 and $375,587.60 in FY 10111.
Type:
Current Year Budget?:
Budget Adjustment Comments:
Current Year Cost:
Not to Exceed:
For Fiscal Year:
Operating Expenditure
Yes Budget Adjustment:
None
354,140.00
2,129,727.60
2007 to 2008
Annual Operating Cost:
Total Cost: 2,129,727.60
Appropriation Code
0421-01351-530300-535-
000-0000
Amount
354,140.00
Appropriation Comment
Cover Memo
Item # 4
Bid Required?:
Other Bid / Contract:
Yes
Bid Number:
Bid Exceptions:
RFP 13-08
None
Review
Approval:
1) Financial Services 2) Office of Management and Budget 3) Engineering 4) Financial Services 5) Office of Management and
Budget 6) Legal 7) Clerk 8) Assistant City Manager 9) Clerk 10) City Manager 11) Clerk
Cover Memo
Item # 4
#
Descriptor
Total Base Bid
2 Qualifications (Rated 1-5, 1 being best)
3 Completeness of Bid
4
2
3
4
5
6
Attachment number 1
Page 1 of 2
Matrix for Revi~
bid
Weiqht quantity unit rice
AMS
100%
Item # 4
Attachment number 1
Page 2 of 2
~w of Request for Proposals -- RFQ # 13-08 -- BIO-SOLIDS SERVICES
unit orice Sweetwater unit orice H&H
2 1 5 5
1 1 5 5
1 1 5 5
~~A. QQ ii/,.:'/?.,).:' ~?~ Qn $i',., ')7. ..d'{) 'I" {){{ ${. {){)
$59.97 $.i,li{ l q:l;~ an ;i> i .. {)), C: .. 'Je 'li,e C:C: $Cec:
$0.02 );'I,;;.',.C:I) $0.03 "Ii ., Ii> C, .. {J I, 'l:,:)..c:c' 'l;:)...i/(,
:il;ii,'I'i'i:i,iUiiiVil{I:.I'ili'Uill II :iii,lll ',i", "i{ :ilI :I:{, :i I ,i{ I Ililli;:);illiiIJIII Ilil1I,iIJI,;,liillill
:i,UI. :C: 23.90 'i;7;.,';' Vi Vi.(:{) {).)UI
'i;:/.(:c: 'i;CI..:/(; (;.c:{) {).(iC:
${{. {}(I 0.04 $,I.."i (;.(iC: IJ..(i(i
:;:l;I;;:..IC:;;;: :;,l",:I:::,;:!;!!I,::::,"; : ;1, {I..:{,:;,J: 1',l,,;U:!I):{,:1
$1 f\ em:; QQ $.,8,633.05 $0.1)0 $0.00
I..r:(:r;; ';; ..:,JI;;rl r,..rl:{,:;U: :;::..IJrl:l,:
Item # 4
Attachment number 2
Page 1 of 3
Agreement for Treatment and Disposal of
Domestic Wastewater Bio-Solids Residuals
(Bio-Solids Services - Sludge Hauling Contract)
This agreement entered in this day of , 2008,
between the City of Clearwater, P.O. Box 4748, Clearwater, Florida 33758-4748 ("City")
and H&H Liquid Sludge Disposal, Inc., 6990 US Highway 27, Branford, Florida 32008
("Hauler"), is for the removal, treatment, and disposal of domestic wastewater residual
bio-solids.
Whereas, Hauler accepts full responsibility and liability for hauling and disposing
of residuals from the point of loading from the source facility, in accordance with
Chapter 62-640, F.A.C.
Whereas, City owns and operates three domestic wastewater treatment facilities
currently under review for permit renewal, and has the need for the removal of bio-solids
generated at those facilities; and
Whereas, City has selected H&H Liquid Sludge Disposal, Inc. for the removal of
bio-solids generated at the City's facilities; and
Whereas, this agreement incorporates all terms and conditions in Request For
Proposal #13-08 for Bio-solids Services and Haulers response to said proposal.
Now therefore, for and in consideration of the actual terms and covenants set forth
in the City of Clearwater Request For Proposal #13-08 and Haulers's response thereto the
parties agree as follows:
1. City hereby covenants and agrees:
A. To provide analyses of the bio-solids residuals generated in accordance
with the operating permits of the source treatment facilities.
B. To pay according to the amounts and payment schedule submitted by the
Hauler in accordance with those conditions set forth in RFP #13-08
including hauling of unstabilized bio-solids from the Marshall Street
Advanced Pollution Control Facility (APCF) to the Hauler's Residual
Management Facility, hauling and disposal of stabilized bio-solids from
the Northeast APCF, and hauling of liquid unstabilized bio-solids from the
East APCF to the Northeast APCF.
C. That all residual bio-solids are generated through the treatment of
domestic wastewater and do not contain toxic industrial waste or
Item # 4
Attachment number 2
Page 2 of 3
radioactive substances to the best of source knowledge. The bio-solids are
unstabilized at the Marshall Street APCF and East APCF, and stabilized
(Class"B") at the Northeast APCF.
2. Hauler covenants and agrees:
A. To accept full responsibility fro the bio-solids at the point of loading at the
source facility and to provide a performance bond as specified in RFP
#13-08.
B. To submit invoices in a timely manner with all of the information required
in RFP #13-08.
C. To provide data and maintain records as set forth in RFP #13-08 and as
required by all governmental regulations.
D. To comply with all the specifications as outlined that have not been
included in this document. Any interpretation of the parties'
responsibilities shall be controlled by the terms ofRFP #13-08.
3. The term of this agreement shall be for twenty-four (24) months from the date of
this agreement. City may terminate this agreement for any reason with thirty (30) days
written notice to Hauler.
4. Hauler shall indemnify and hold harmless from and against all loss, cost, expense,
and liability whatsoever, including attorney's fees resulting from Hauler's activities.
Hauler's duty to indemnify shall include indemnification from and against any fine,
penalty, liability or cost arising out of Hauler's violation of any law, ordinance or
government regulation applicable to Hauler's activities.
5. Nothing stated in this agreement shall supercede or take precedence over the
responsibility of each party to operate and maintain their individual and collective
facilities in compliance with the obligations set forth in their individual operating permits
and in the applicable rules of the United States Environmental Protection Agency and the
State of Florida, Department of Environmental Protection.
Item # 4
Attachment number 2
Page 3 of 3
6. The validity, construction, and performance of this Agreement shall be governed
by the laws of the State of Florida.
Countersigned:
CITY OF CLEARWATER, FLORIDA
Frank Hibbard
Mayor -Councilmember
By:
William B. Home II
City Manager
Approved as to form:
Attest:
Leslie Dugall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
H&H Liquid Sludge Disposal, Inc.
By:
(name)
(title)
Item # 4
Attachment number 3
Page 1 of 28
CITY OF CLEARWATER, FLORIDA
REQUEST FOR PROPOSAL (RFP #13-08)
FOR
BIOSOLIDS SERVICES
OPEN March 20, 2008 AT 4:00 PM
TO BE DELIVERED
City of Clearwater Purchasing Manager
Municipal Services Building
100 So. Myrtle Avenue (3rd) Floor
Clearwater, FL 33756
Or mailed to Purchasing Manager
George McKibben
PO Box 4748
Clearwater, FL 33758-4748
Item # 4
Section
Attachment number 3
Page 2 of 28
TABLE OF CONTENTS
Title
Page
PART A. GENERAL INFORMATION
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
PART B. SPECIFICATIONS AND SCOPE OF WORK
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
2
Item # 4
Attachment number 3
Page 3 of 28
PART C. SUPPLEMENTAL STANDARD CONDITIONS
1.
2.
3.
4.
5.
6.
7.
8.
ATTACHMENTS
A
B.
C.
D.
E.
F.
3
Item # 4
Attachment number 3
Page 4 of 28
PART A. GENERAL INFORMATION
INTENT
It is the intent of this Request for Proposal to receive proposals from qualified firms to provide
wastewater biosolids management services for three advanced pollution control facilities. The
City of Clearwater desires to continue with and enhance its current program for the beneficial
reuse ofbiosolids.
CALENDAR OF EVENTS
The tentative schedule associated with the circulation of the RFP and submission of proposals is:
DATE
February 14,2008
March 6, 2008
March 20, 2008
April 3, 2008
April 17,2008
May 1, 2008
TASK
Release Date - Advertise and issue RFP' s
Pre-Proposals Conference (Site Visits - See Part A, Section 17)
Sealed Proposals (RFP's) Due (4:00 P.M.)
Selection Committee Recommendation to City Council
City Council Approval - award of contract by Council
Contract initiation/ start date (if approved by Council) - Contractor
Begins Work
AWARD
Proposals will be reviewed and evaluated by a group consIstmg of qualified City Staff and
Consulting Engineers. The proposals will be evaluated on cost, level of treatment, proposer
qualifications, and the financial capability of the proposer. The City shall not be bound to make an
award based only on the lowest price. The City reserves the right to award to multiple providers.
The City reserves the right to reject any and all proposals.
VENDOR QUALIFICATIONS
In addition to requirements specified in the following paragraphs, the bidder should have the
following minimum qualifications:
a. 5 years experience in the sludge hauling and disposal business.
b. Current sludge transportation licenses.
c. Current FDEP permits.
4
Item # 4
Attachment number 3
Page 5 of 28
INSTRUCTIONS - INFORMATION TO BE SUBMITTED
Proposal must include Bidder's Proposal Form (Attachment A), Insurance Certificate (Attachment
B), Bonding Certificate (Attachment C), Reference List (Attachment D), Agricultural Use Plan
(DEP Form 62-640.2l0(2)(a)) (Attachment E), and Residuals Annual Summary (DEP Form 62-
640.2l0(2)(b)) and Residuals Monitoring Report (DEP Form 62-640.2l0(2)(d)) (Attachment F).
EVALUATION CRITERIA
Evaluation will be performed by the evaluation team and consider proposal pricing included in
Attachment A along with the proposer's qualifications indicated in a response to Vendor
Qualifications. The evaluation will be based upon a weighted analysis of the proposal information
provided:
Price extended at estimated quantities: 90% (Total Base Bid)
Completeness of Qualifications including Licenses and FDEP permits: 5%
References: 5%
PERIOD OF CONTRACT
The term of the contract awarded as result of this proposal shall be for twenty-four (24) months
from the date of execution of the agreement with an option for a one-year extension at the
discretion of the City.
PRICE
The price shall be firm for the contract period and the optional extension. Prices proposed shall be
inclusive of all labor, equipment, and material to accomplish the specified service noted on the
proposal form.
PAYMENT/INVOICES
The proposer must specify on the proposal submittal form their exact company name and address.
This name must be the same as invoices submitted for payment as a result of award of this RFP.
The successful proposer(s) will be responsible for immediately notifying the City of Clearwater
Purchasing Department of any Company name change that would cause invoicing to change from
that originally submitted.
REFERENCES
Reliability of service shall be evaluated to determine the lowest responsible proposal according to
Item #3 of Part A: General Information. Proposers must provide a reference list of municipalities
for whom they have provided similar service. It is the intent of the City of Clearwater to inspect
all equipment and facilities used in performance of the contract.
5
Item # 4
Attachment number 3
Page 6 of 28
CANCELLATION AGREEMENT
The City of Clearwater reserves the right to cancel the contract without cause by giving thirty (30)
days prior notice to the contractor in writing of the intention to cancel. The City of Clearwater
reserves the right to cancel at any time with cause if the contractor fails to fulfill or abide by any
terms or conditions specified.
Failure of the contractor to abide by any of the provisions and specifications of this contract shall
be considered a material breach of contract and shall be cause for immediate termination of the
contract at the discretion of the City of Clearwater.
CONTRACT ASSIGNMENT
No portion or part of the work specified in the RFP or in the award of contract may be assigned or
subcontracted without the written approval of the City of Clearwater, Public Utilities Director
and/or City Engineer.
The written request from the Contractor to the Wastewater Supervisor must state the extenuating
circumstances that have necessitated the use of a subcontractor for the Work. The Contractor prior
to subcontracting any portion of the project work must receive written approval from the
Wastewater Supervisor.
An exception to this requirement will be allowed for the liquid hauling from the Marshall
Street Advanced Pollution Control Facility (APCF) and the East APCF to the Northeast
APCF.
PERFORMANCE BOND
The successful proposer must supply a performance bond in the amount of ten percent (10%) of
the total of the award prior to the City of Clearwater's executing the contract or issuing a purchase
order.
INSURANCE
The contractor or Vendor shall obtain or possess the following insurance coverage, and shall
provide Certificates of Insurance to the City to verify coverage prior to commencing operations
under the contract. The insurance coverage shall contain a provision that forbids any changes or
material alterations in the coverage without providing 30 days prior notice to the City.
1. Workers Compensation: Each Contractor or Vendor shall provide Workers
Compensation coverage for all of its employees at the work location. The limits shall
be statutory for Workers Compensation and $100,000.00 for Employers Liability.
2. Comprehensive General Liabilitv: Each Contractor or Vendor shall provide coverage
for all operations including but not limited to: contractual services, completed
operations, and Personal Injury. The limits shall be not less than $1,000,000.00
Combined Single Limits (CSL) or its equivalent. The City of Clearwater is to be added
as an additional insured.
6
Item # 4
Attachment number 3
Page 7 of 28
3. Comprehensive Automobile Liability: Each Contractor or Vendor shall provide
coverage for all owned and leased or rented vehicles for limits not less than
$500,000.00 Combined Single Limits (CSL) or its equivalent. The City of Clearwater
is to be added as an additional insured.
FISCAL NON-FUNDING
In the event sufficient budgeted funds are not available for a new fiscal period, the City shall notify
the contractor of such occurrence and the contract shall terminate on the last day of the then
current fiscal period without penalty or expense to the City.
INTERPRE T A TIONS/CLARIFICA TIONS
No oral interpretations will be made to any firm as to the meaning of specifications or any other
contract documents. Every request for interpretation must be in writing and shall be received by
the City of Clearwater Purchasing Director no less than ten (10) calendar days prior to the date set
for the opening of proposals. Significant interpretations or clarifications shall be made as an
addendum to the RFP documents. All addenda will be sent as promptly as practicable and become
part of the contract documents.
VISIT TO SITES
There will be a NON-MANDATORY scheduled "Pre-Proposal Conference" on March 6, 2008,
starting at 9:00 AM at the Marshall Street APCF proceeding to the other two source facilities. The
intent of this conference is to familiarize the contractor with each of the facilities and the
associated loading area, access, and adjacent structures. It is highly recommended that the
proposing contractor utilize this opportunity to access the areas, since there will be no guarantee
that personnel will be available at other dates & times.
Contacts and physical location of the facilities are identified in Section 18 of Part A General
Information.
SOURCE FACILITIES
City of Clearwater Northeast Advanced Pollution Control Facility
3290 State Road 580
Clearwater, Florida 34695
(727) 462-6668
Contact: Roger Hooey, Lead Operator
City of Clearwater Marshall Street Advanced Pollution Control Facility
1605 Harbor Drive
Clearwater, Florida 33755
(727) 462-6660
Contact: Jack Sadowski, Lead Operator
7
Item # 4
Attachment number 3
Page 8 of 28
City of Clearwater East Advanced Pollution Control Facilitv
3141 Gulf-to-Bay
Clearwater, FL 33759
(727) 462-6667
Contact: Loren Pratt, Lead Operator
EXTENSION
The length of this Contract shall be for twenty four (24) months. Contingent upon satisfactory
annual performance, there is an option to extend this contract for an additional year at the
same per unit prices. Upon written authorization of both parties within 60 days of the expiration
of this contract, either party may contact the other party.
INDEMNIFICATION
The first ten dollars ($10.00) of compensation received by the Contractor pursuant to this contract
represents specific consideration for the following indemnification: The Contractor shall defend,
indemnify, save, and hold the City of Clearwater harmless from any and all claims, suits,
judgments and liabilities for death, personal injury, bodily injury, or property damage arising
directly or indirectly from the performance of this contract by the Contractor or it's employees,
including legal fees, court costs, and any and all other legal expenses brought on account of any
injuries or damages received or sustained by any person, persons, or property by or from the said
Contractor; or by , or in consequence of any neglect in safeguarding the work: or by, or on account
of any act or omission, neglect or misconduct of the said Contractor; or by, or on account of any
claims or amounts recovered under the "Workers Compensation Law" or of any other laws, by-
laws, ordinance, order or decree, except only such injury or damage as shall have been occasioned
by the sole negligence of the City of Clearwater.
CONTRACT COMMUNICATIONS
All operational communications relative to this contract after award and contract execution shall be
provided to the Contractor's operational manager via telephone and/or fax, and duplicated in
writing (if not conveyed by facsimile) to the Contractor's operational manager. The Contractor is
to provide a contract administrator for the purpose of cooperation and coordination of activities
regarding operations, conflicts, resolutions, etc.
8
Item # 4
Attachment number 3
Page 9 of 28
PART B. SPECIFICATIONS AND SCOPE OF WORK
GENERALINFO~TION
The information appearing hereafter is furnished for the benefit of the bidder in preparing his bid
as some portion of the information mayor may not appear elsewhere in the bid documents.
The selected Contractor will be given as much latitude and assistance as possible in planning and
coordinating his work, however, all work required to properly achieve the objective of the project
must be carried out and be consistent with approved domestic wastewater residuals removal,
treatment and disposal practices normally observed throughout the industry and must comply with
all Federal, State, County and local regulations as well as the Contract Documents.
SCOPE
The purpose of these specifications is to describe the requirements of the City of Clearwater for:
. the removal and disposal of dewatered and stabilized (Class B) and/or
dewatered and unstabilized domestic wastewater residuals (residuals) from the
City's Marshall Street and Northeast advanced pollution control facilities
(APCF),
. haul of liquid unstabilized residuals from the City's East APCF to the Northeast
APCF, and
. two possible options to haul liquid unstabilized residuals from the Marshall
Street APCF to the Northeast APCF,
. a possible option to haul dewatered and unstabilized domestic wastewater
residuals from the Marshall Street and Northeast APCFs to a Residuals
Management Facility (RMF),
. a possible option to haul dewatered residuals not meeting the Vector Attraction
requirements of Class B to the hauler's permitted site for incorporation into the
soil within 6 hours of application on the land.
The selected Contractor will furnish all labor, materials, equipment and incidentals necessary to
remove, transport, and dispose of wastewater sludge in the manner prescribed in and pursuant to
the requirements of this contract.
9
Item # 4
Attachment number 3
Page 10 of 28
RESIDUALS BID ITEM DESCRIPTIONS
A. Base Bid Items
There are three (3) base bid items as described in this section. The contract will be
awarded based on the sum of the bid prices of these three items, and the evaluation
process described in Part A.6.
1. Stabilized (Class B) Biosolids (Dewatered Cake) to Land Application
The estimated annual amount of dewatered and stabilized (Class B) Biosolids to be
removed and disposed of from the Northeast APCFs is approximately Ten
Thousand Eight Hundred (10,800) wet tons, based on an assumed solids
concentration of 16%. The amount of residuals to be removed daily will vary from
day to day as required for efficient plant operation, however, an estimate of .....
two hundred and eight (208) wet tons will need to be removed
weekly.
For bidding purposes the following removal and disposal quantities of stabilized
and dewatered residuals shall be used:
Stabilized (Class B) Biosolids from the Northeast APCF:
208 wet tons per week
2. Unstabilized Sludge (Dewatered Cake) to Landfill
The estimated annual amount of dewatered and unstabilized residuals to be
removed and disposed of from the Marshall Street APCFs is approximately Six
Thousand Eight Hundred (6,800) wet tons, based on an assumed solids
concentration of 16%.
For bidding purposes the following removal and disposal quantities of stabilized
and dewatered residuals shall be used:
Unstabilized residuals from the Marshall Street APCF:
131 wet tons per week
3. Liquid Sludge (Approximately 6% Total Solids) East APCF to NE APCF
The East APCF produces a liquid residual that requires transport to the Northeast
APCF for stabilization and dewatering. The estimated amount of unstabilized liquid
residuals to be hauled from the East APCF to the Northeast APCF for stabilization
10
Item # 4
Attachment number 3
Page 11 of 28
and dewatering will vary from day to day as required for efficient plant operation;
however an estimate of approximately 54,000 gallons per week will need to be
hauled. The liquid biosolids are approximately 6% (+/- 2%) total solids and are
unstablized.
Bidders shall use the following hauling quantities for bidding purposes:
Unstabilized sludge from the East APCF to the Northeast APCF (a distance of
approximately 5 miles): 54,000 gallons per week
B. Alternate Bid Items:
The City is interested in other sludge disposal options as shown in the following
alternate items. Bidder is not required to submit the alternate bid prices, but
inclusion will facilitate selection and award of contract.
1. Class B Biosolids Requiring Incorporation
In the event that routine testing of biosolids generated at the Northeast APCF
determines that the biosolids meet the Class B requirements for Pathogen
Reduction, but do not meet the Class B requirement for Vector Attraction
Reduction, the City wants the option of hauling these dewatered residuals to the
hauler's permitted site for incorporation into the soil within 6 hours of application
on the land.
The amount of residuals to be removed and disposed of in this manner will vary
depending on the results of the routine biosolids testing.
For bidding purposes the following removal and disposal quantities of Class B
biosolids requiring incorporation shall be used:
Class B Bioslids Requiring Incorporation:
208 wet tons per week
2. Unstablized Sludge (Dewatered Cake) to RMF
The City may decide that unstabilized dewatered residuals can be hauled to an RMF
based on hauling and disposal fees. This may include the unstablized and
dewatered residual generated at the Marshall Street APCF, any dewatered residuals
generated at the Northeast APCF that routine testing determines does not meet
Class B requirements for stabilization, or the combination of these two residual
quantities.
The amount of residuals to be removed daily will vary from day to day as required
for efficient plant operation and will depend on the results of the routine biosolids
testing. However, for bidding purposes an estimate of two hundred (200) wet tons
11
Item # 4
Attachment number 3
Page 12 of 28
Bidders shall use the following hauling quantities for bidding purposes:
Unstabilized sludge to RMF:
208 wet tons per week
3. Liquid Sludge (Approx. 6% Total Solids) to NE APCF (Additional Storage
Truck Method)
The liquid residuals produced by the Marshall Street APCF can be either waste
activated sludge or a mixture of primary and waste activated sludge. If the City
decides that only waste activated sludge is to be hauled to the Northeast APCF for
stabilization and dewatering, the hauler will be required to have a minimum 6,000
gallon sludge tanker on site at all times available for filling and then hauling to the
Northeast APCF. This is necessary because the Marshall Street APCF does not have
storage tanks available to isolate primary and waste activated sludges. The liquid
biosolids are approximately 6% (+/- 2%) total solids and are unstablized.
The estimated amount of unstabilized liquid residuals (waste activated sludge) that
can be hauled from the Marshall Street APCF to the Northeast APCF for
stabilization and dewatering will vary from day to day and will depend on the
capability and capacity of the systems at the Northeast APCF.
Bidders shall use the following hauling quantities for bidding purposes:
Unstabilized liquid sludge from the Marshall Street APCF to the Northeast
APCF (a distance of approximately 8.5 miles):
Waste activated sludge only: 25,000 gallons per week
Note that all of these residual quantities should be used for estimating purposes only. The actual
quantities may vary because the City may be able to produce Class B Biosolids from a portion of
the Marshall Street APCF sludge at the Northeast APCF, or conditions may not allow all sludge
treated at the Northeast APCF to meet Class B requirements. Therefore, this quantity can be
either all Class B biosolids, all unstabilized sludge, or any combination of the two.
It is further understood that these quantities are not exact and that the City makes no guarantee of
the total amounts to be hauled or removed for disposal. Seasonal fluctuations may require
processing of 200% of the average. Should the City encounter operational problems at the
APCFs which impact the shipment of bio-solids, the Contract shall make every effort to
accommodate such interruptions.
12
Item # 4
Attachment number 3
Page 13 of 28
Frequency of Removal: An estimate of six hundred thirty five (340) wet tons per 7-day week of
thickened wastewater residuals shall be removed with such removal distributed over a 5 day
period, between the hours of 7:00 AM. to 4:00 P.M., Monday through Friday. For residuals
removal at other times, a verbal request must be submitted to the Wastewater Supervisor for
approval. Residuals disposal on City observed/calendar holidays without additional compensation
will be scheduled only if necessary.
The Contractor shall coordinate the scheduling of residuals removal during the above days and
times with the Wastewater Supervisor or his designee. Under no circumstances shall scheduled
residuals removal be delayed more than 48 hours. See Paragraph 12 regarding Penalties. The
Contractor shall notify the Wastewater Supervisor or his designee immediately whenever
situations develop that would interfere with the scheduled residuals removal.
COMPOSITION OF SLUDGE
The Clearwater Northeast and Marshall Street APCFs will provide stabilized and/or unstabilized
domestic wastewater residuals at a solids concentration of ranging from approximately 16.0% to
18% total solids. The following is the latest l2-month average of reported parameters for the
residuals from each of these facilities. The data is provided for informational purposes only and is
not a guarantee of the characteristics of the biosolids.
Parameter
Units
Average Concentration
Northeast Marshall Street( 1)
Total Nitrogen
Total Phosphorus
Total Potassium
Cadmium
Copper
Lead
Nickel
Zinc
Arsenic
Chromium
Mercury
Molybdenum
Selenium
pH (Laboratory)
Total Solids
% dry wt.
% dry wt.
% dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
mg/kg, dry wt.
Units
%
4.4
4.8
.11
1.9
890
22
20
834
12
29
1.3
27
6.1
7.5
16(3)
4.5
4.0
0.12
1.7
614
23
17
719
11
29
.82U
22
2.2
7.7
17(3)
Notes: (1) The data is representative of anaerobically digested blend of primary sludge and
thickened W AS from the Marshall Street APCF.
(2) pH of un stabilized domestic wastewater residuals will be pH 6.5 to pH 9.0.
(3) Total solids of residuals will be in the range of 16 to 18% total solids.
13
Item # 4
Attachment number 3
Page 14 of 28
CONTRACTOR REQUIREMENTS
The Contractor accepts full responsibility and liability for the hauling and disposal of residuals
from the points ofloading from the source facility, in accordance with Chapter 62-640, F.A.C.
Biosolids disposal from the City's Northeast and Marshall Street APCFs will be as follows:
1. Class B Biosolids by the following Land Application Methods:
a) Surface application: Biosolids that meet the Class B pathogen reduction and
vector attraction reduction, per 62-640.600(1)(b), F.A.C., can be directly surface
applied by the hauler on their permitted land application sites.
b) Incorporation into soil: Biosolids that meet Class B pathogen reduction, but do
not meet the Class B vector attraction reduction requirements can be
incorporated into the soil by the hauler on their permitted land application sites
that allow incorporation to achieve vector attraction reduction.
2. Biosolids that do not meet Class B requirements (unstabilized biosolids) shall be
disposed of at a Class I Landfill or at a Residuals Management Facility (RMF) by the
contract hauler.
REGULATORY REQUIREMENTS
The Contractor shall be responsible to comply with existing Florida Department of Environmental
Protection (FDEP) and United States Environmental Protection Agency (EP A) residuals treatment
and disposal regulations and any changes made in these regulations during the contract period.
The Contractor shall meet the requirements of all regulatory bodies having jurisdiction over the
hauling, treatment and disposal of domestic wastewater residuals. The Contractor assumes all
responsibility for residuals analysis as required in Chapter 62-640, F.A.C.
Any spillage, leakage, or release of residuals in transit or at any other location other than an FDEP
approved disposal site must be reported to the Wastewater Supervisor and all regulatory agencies
within twenty-four (24) hours of the occurrence and include details of the quantity and ultimate
disposal method. All clean-up costs are the responsibility of the Contractor.
The Contractor agrees, upon receipt of residuals from the City that they will be treated as required
by Chapter 62-640, F.A.C. and STANDARDS FOR THE USE OR DISPOSAL OF SEWAGE
SLUDGE as outlined in 40 CFR Part 503, that he will accept responsibility for proper treatment
and disposal of the residuals as required by Chapter 62-640, F.A. C. and Contractor shall be aware
of and will comply with requirements for proper disposal as described in the existing operating
permits for each APCF issued by the Florida Department of Environmental Protection.
14
Item # 4
Attachment number 3
Page 15 of 28
The City of Clearwater's Northeast APCF Domestic Wastewater Facility Permit was issued by
FDEP on March 19, 2007 and expires on March 18, 2012. The Permit for the Marshall Street
APCF was issued on March 7, 2007 and expires on October 12, 2011.
COPIES OF THE PERMITS FOR EACH FACILITY ARE AVAILABLE UPON
REQUEST TO THE CITY OF CLEA WATER PURCHASING DEPARTMENT.
COMMUNICATIONS
The Contractor shall have a means by which the Wastewater Supervisor or his designee can
contact the Contractor or his employee in responsible charge, 24 hours per day, 7 days per week.
An answering service, electronic paging device or cellular telephone that causes the Contractor or
his employee in responsible charge to respond within 30 minutes of the Wastewater Supervisor's
contact attempt will be satisfactory.
ODORS
The City of Clearwater's domestic wastewater residuals shall be disposed of in a manner, which
will not cause or contribute to a nuisance odor.
PERMITS, AGRICULTURAL USE PLANS and LICENSES
The Contractor shall be responsible for obtaining, maintaining and paying for all permits, licenses
and registration required by regulatory agencies having jurisdiction over the treatment, hauling,
transportation and disposal of wastewater residuals.
The Contractor shall secure the required permits for proper reuse and/or disposal of the residuals.
This includes preparation of the required Agricultural Use Plan (DEP Form
The Contractor shall submit copies of the Agricultural Use Plan; all permit applications, approved
permits with site plans, and any and all other documentation as required by the Regulatory
Agencies, to the City, at no cost to the City.
Please note that the City is requiring that Bidders submit with their proposals two (2) copies
of the Agricultural Use Planes) for their proposed disposal site(s). The bidder must have
multiple sludge disposal sites. Bidders with a single permitting site may not be considered.
Records and reports will be submitted to the Wastewater Supervisor as required in Paragraphs 12
& 15.
CLEANUP
The Contractor shall clean up the job site at the wastewater treatment plants and at the residuals
disposal sites at the end of each day of operations.
15
Item # 4
Attachment number 3
Page 16 of 28
Daily cleanup shall include the removal of soil or residuals dropped on any roads or on public and
private property. Daily cleanup shall also include the cleanup of the residuals loading station,
cleanup and removal of spilled residuals, and sanitizing any spill area.
Any spillage of residuals shall be reported within twenty-four (24) hours to the Regulatory
agencies and the Wastewater Supervisor as required in Paragraph 6.
EQUIPMENT
The Contractor is required to provide all necessary equipment for residuals removal and disposal
including hauling vehicles. The Contractor is to own or be sole lessee of the equipment utilized in
the performance of the Contract (i.e., no Owner/Operator tractors). The equipment is to have the
company name prominently displayed.
All hauling vehicles shall have a functional site gauge marked in a fashion to be representative of
tank capacity. If a site gauge on a vehicle reporting to the wastewater treatment plant is not
functional, i.e., plugged or stained, it must be unplugged if plugged and replaced if stained before
the vehicle returns to the wastewater treatment plant for another load. All hauling vehicles shall
arrive at the wastewater treatment plants completely empty. All hauling vehicles are to be kept
clean and neat through regular washing (preferably daily) and painting.
The Contractor is required to provide other equipment that may be necessary to provide all
services specified herein. All equipment shall be in good condition and be properly maintained to
minimize down time and should be appropriate for the application. All equipment shall be
maintained so that it can be safely operated and does not present a threat to people, private or
public property. It shall be the Contractor's responsibility to keep all of this equipment in good
working order.
The Wastewater Supervisor reserves the right to turn away from the wastewater treatment plants
any hauling vehicles/equipment that arrive in an unsafe condition, have obviously not been
maintained or are excessively dirty.
PAYMENTS AND PENAL TIES
Payments: The Contractor shall provide duplicate receipts (2) for every truckload of residuals
hauled from the wastewater treatment facilities. The receipt shall include weight of biosolids and
truck tare weight. Each truckload shall have a designated hauling receipt number. These receipts
shall be left with the Wastewater Supervisor or his designee on the same day that the residuals are
removed.
These receipts shall include company name, date, and time of arrival, time of departure, trailer tag
number, disposal site, ground water depth, and volume in gallons, driver's signature and Owner's
personnel signature.
The Contractor shall submit an invoice to the City of Clearwater for payment. Included with the
invoice shall be completed Florida Department of Environmental Protection Standard Domestic
16
Item # 4
Attachment number 3
Page 17 of 28
Wastewater Forms: Residuals Annual Summary (DEP Form 62-640.2l0(2)(b)) and Residuals
Monitoring Report (DEP Form 62-640.2 1 0(2)(d)).
DEP Forms are incorporated in these bid documents by reference. Entry on form must include
each load ticket number in conjunction with site where residuals were applied. Such form shall be
signed and dated by an authorized representative of the company. No invoice for payment shall be
submitted without the completed residuals record keeping form.
Payments will be based upon the residuals hauling volume calculated by the Wastewater
Supervisor and not necessarily that, which is invoiced. Differences between invoiced and
calculated volumes must be reconciled between the Contractor and the Wastewater Supervisor
before payment on the disputed volume is authorized.
The Contractor may observe Owner calculation methods and may have drivers witness
measurements used in calculations.
1. Penalties: The estimated quantity of residuals to be removed per week from the
Marshall Street and Northeast APCFs is>>'>>'L''! (340) wet tons. The
estimated quantity of liquid residuals to be hauled from the East APCF to the
Northeast APCF is :!nn; thousand (54,000) gallons. The Wastewater Supervisor
or his designee will inform the Contractor of the quantities to be hauled as the amounts
may be more or less than the weekly estimates listed above.
If the Contractor does not remove the quantity scheduled by the Wastewater Supervisor or his
designee, the Contractor has up to 48 hours to make up the lost quantity while still keeping up with
the regularly scheduled quantity.
If the Contractor does not make up the lost quantity within 48 hours, the Contractor shall have the
obligation to haul such quantity without receiving payment thereof.
Failure to haul the quantity, as set forth herein shall be deemed to be a material breach of this
Contract.
QUALITY STANDARDS
Labor, materials and equipment shall be of good quality and be able to perform the project work.
Competent operators with appropriate Commercial Driver Licenses shall be provided for the
operation of all Contractor equipment.
MANIFESTS AND TRUCK TRACKING
The Contractor shall provide a numbered ticketing system that will effectively identify the
following: the date, the time the load is removed, gallons or wet ton weight, the driver, trailer
number, City Staff signature, and any other information necessary to track the removal of bio-
solids from the City's facilities. This ticketing system shall be multi-copy so each of the parties
may receive a copy of each load. The Marshall Street and Northeast plants have scales and are
17
Item # 4
Attachment number 3
Page 18 of 28
able to provide a net weight ticket for each load of pressed cake removed. The scales are certified
annually by the Florida Department of Agriculture.
REPORTING
The Contractor will furnish to the City quarterly facility and field operations reports. These
reports shall summarize the past quarter and be provided to the City no later than the end of the
month following the quarter (Ian-Mar is due by April 30). The City of Clearwater will provide the
Contractor monthly biosolids analysis data for the cake produced at the Marshall Street and
Northeast facilities.
18
Item # 4
Attachment number 3
Page 19 of 28
PART C. SUPPLEMENTAL GENERAL CONDITIONS
APPROPRIATION CLAUSE
The City, as an entity of government, is subject to the appropriation of funds by its legislative
body in the amount sufficient to allow continuation of its performance in accordance with the
terms and conditions of this contract for each and every fiscal year following the fiscal year in
which this contract shall remain in effect. Upon notice that sufficient funds are not available in
the subsequent fiscal years, the City shall therefore be released of all terms and other
conditions.
PROTEST PROCEDURES - RIGHT TO PROTEST
Any actual or prospective bidder who is aggrieved in connection with the solicitation or award
of a contract may seek resolution of their complaints by contacting the Purchasing Manager.
NO CORRECTIONS CLAUSE
Once a competitive proposal is submitted, the City shall not accept any request by any
proposer to correct errors or omissions in any calculations or competitive price submitted.
OPENNESS OF PROCUREMENT CLAUSE
Written competitive proposals, other submissions, correspondence, and all records made
thereof, as well as negotiations conducted pursuant to this RFP, shall be handled in compliance
with Chapters 119 and 286, Florida Statutes. The City gives no assurance as to the
confidentiality of any portion of any proposal submitted.
NO COLLUSION CLAUSE
By offering a submission of an RFP, the proposer certifies that they have not divulged to,
discussed or compared his/her competitive proposal with any other proposers and has not
colluded with any other proposers or party whatsoever.
INFORMALITYIREJECTION CLAUSE
The City reserves the right to reject any or all responses and to wave any irregularity, variance
or informality whether technical or substantial in nature, in keeping with the best interests of
the City.
NON-DISCRIMINATION & EQUAL OPPORTUNITY
It is the desire of the City of Clearwater to provide MinorityIW omen-Owned, Small and
Emerging Business Enterprises, and all other business enterprises an equal opportunity to
19
Item # 4
Attachment number 3
Page 20 of 28
participate in the performance of all contracts, subcontracts, and other City of Clearwater
business activities. The City of Clearwater is an equal opportunity employer.
CONFLICT OF INTEREST
Proposers warrant and covenant that no official or employee of the City of Clearwater, nor any
business entity in which an official of the City of Clearwater has an interest, has been
employed or retained to solicit or aid in the procuring of the resulting contract, nor that any
such person will be employed in the performance of such contract without immediate
divulgence of such fact to the City of Clearwater. Proposers will notify the City of Clearwater
of any potential conflict of interest regarding other work or third party contracts.
20
Item # 4
ATTACHMENT A
Bidder's Proposal Form
21
Attachment number 3
Page 21 of 28
Item # 4
Attachment number 3
Page 22 of 28
BIDDER'S PROPOSAL
PROJECT: HAULING AND DISPOSAL OF BIOSOLIDS
A. BASE BID ITEMS
ITEM EST. UNIT UNIT
NO. DESCRIPTION UNIT QTY. PRICE TOTAL
1. STABILIZED (Class B) WET TONS 208 $ wet ton $
BIOSOLIDS (PER WEEK)
(DEW A TERED CAKE)
TO LAND APPLICATION
2. UNSTABILIZED SLUDGE WET TONS 131 $ wet ton $
(DEW A TERED CAKE) (PER WEEK)
TO LANDFILL
3. LIQUID SLUDGE GALLONS 54,000 $ gallon $
(Approx. 6% Total Solids) (PER WEEK)
EAST APCF TO NE APCF
BIDDER'S WEEKLY SUB-TOTAL
$
(Numbers)
BIDDER'S PROJECT TOTAL (WEEKLY TOTAL x 104 WEEKS) = BASE BID
$ (Numbers)
BIDDER'S PROJECT TOTAL (WEEKLY TOTAL x 104 WEEKS) = BASE BID
$ (Words)
CONTRACTOR:
22
Item # 4
Attachment number 3
Page 23 of 28
B. BASE BID ITEMS
ITEM EST. UNIT UNIT
NO. DESCRIPTION UNIT QTY. PRICE
AL TERNA TES:
1. CLASS B BIOSOLIDS WET TONS 208 $ wet ton
REQUIRING (PER WEEK)
INCORPORATION
2. UNSTABILIZED SLUDGE WET TONS 208 $ wet ton
(DEW A TERED CAKE) (PER WEEK)
TO RMF
3. LIQUID SLUDGE GALLONS 25,000 $ gallon
(Approx. 6% Total Solids) (PER WEEK)
MARSHALL ST. APCF
TO NE APCF
(ALTERNATE TRUCK METHOD)
THE BIDDER'S TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND
LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED. THIS FIGURE
IS FOR INFORMA TION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL
MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF
THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS
ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN.
23
Item # 4
Attachment number 3
Page 24 of 28
ATTACHMENT B
Insurance Certificate
24
Item # 4
Attachment number 3
Page 25 of 28
ATTACHMENT C
Bonding Certificate
25
Item # 4
Attachment number 3
Page 26 of 28
ATTACHMENT D
Reference List
26
Item # 4
Attachment number 3
Page 27 of 28
ATTACHMENT E
Agricultural Use Plan
27
Item # 4
Attachment number 3
Page 28 of 28
ATTACHMENT F
{DEP FORM
(DEP FORM 62-640.210(2){d))
28
Item # 4
Attachment number 4
Page 1 of 1
CITY OF CLEARWATER, FLORIDA
REQUEST FOR PROPOSAL (RFP #13-08)
FOR
BIOSOLIDS SERVICES
~C.".....rwater
I- '.')"'.'.
U
OPEN March 20, 2008 AT 4:00 PM
TO BE DELIVERED
City of Clearwater Purchasing Manager
Municipal Services Building
100 So. Myrtle Avenue (3rd) Floor
Clearwater, FL 33756
Or mailed to Purchasing Manager
George McKibben
PO Box 4748
Clearwater, FL 33758-4748
Item # 4
Attachment number 5
Page 1 of 15
ATTACHMENT A
Bidder's Proposal Form
21
Item # 4
Attachment number 5
Page 2 of 15
BIDDER'S PROPOSAL
PROJECT: HAULING AND DISPOSAL OF BIOSOLIDS
A. BASE BID ITEMS
ITEM EST.
NO. DESCRIPTION UNIT
1. STABILIZED (Class B) . WET TONS
BIOSOLIDS (pER WEEK)
(DEW ATERED CAKE)
TO LAND APPLICATION
2. UNST ABILIZED SLUDGE WET TONS
(DEW ATERED CAKE) (pER WEEK)
TO LANDFILL
3. LIQUID SLUDGE GALLONS
(Approx. 6% Total Solids) (PER WEEK)
EAST APCF TO NE APCF
UNIT
OTY.
UNIT
PRICE
TOTAL
208 $ 23.90 wetton $ 4,971. 20
131 $ 53.90 wetton $ 7,060.90
54,000 $.03 gallon $ 1,620.00
BIDDER'S WEEKLY SUB-TOTAL
$ 13,652.10
(Numbers)
BIDDER'S PROJECT TOTAL (WEEKLY TOTAL x 104 WEEKS) = BASE BID
$ 1,419,818.40 (Numbers)
BIDDER'S PROJECT TOTAL (WEEKLY TOTAL x 104 WEEKS) = BASE BID
$ One million four hundred nineteen thousand eight hundred eighteen (VVords)
dollars and forty cents
CONTRACTOR: H&H Liquid Sludge Disposal, Inc.
22
Item # 4
Attachment number 5
Page 3 of 15
B. BASE BID ITEMS
ITEM EST. UNIT UNIT
NO. DESCRIPTION UNIT OTY. PRICE
AL TERNA TES:
1. CLASS B BIOSOLIDS WET TONS 208 $ 23.90 wet ton
REQUIRING (PER WEEK)
INCORPORATION
2. UNST ABILIZED SLUDGE WET TONS 208 $' wet ton
(DEW ATE RED CAKE) (pER WEEK)
TO RMF
3. LIQUID SLUDGE GALLONS 25,000 $ .039 gallon
(Approx. 6% Total Solids) (PER WEEK)
MARSHALL ST. APCF
TO NE APCF
(ALTERNATE TRUCK METHOD)
THE BIDDER'S TOTAL ABOVE IS illS TOTAL BID BASED ON illS UNIT PRICES AND
LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED. THIS FIGURE
IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL
MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF
THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS
ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN.
23
Item # 4
Attachment number 5
Page 4 of 15
~n... ......
..... , '
;r ,
Florida Department of Transportation
CHARLIE CRIST
GOVERNOR
Office of Motor Carrier Compliance
Milepost 263, Florida Turnpike
Turkey Lake Service Plaza, Bldg. 5318
P. O. Box 613069
Ocoee, FL 34761
STEPHANIE C. KOPELmJSOS
SECRETARY
October 8, 2007
Dear Motor Carrier:
Your application for a Florida Intrastate DOT number (Form MCS-150FL) has been received and the following action(s) has been taken (please
see the box that is marked).
1:1 Your application was received for a Motor Carrier Identification Number. However, upon entering your application, it was discovered that
your company has already been issued a USDOT number. If your company operation has changed from "interstate" to "intrastate only",
please mark this application and return it so that we can update your profile in the system accordingly. Companies that have a USDOT
number are exempt from needing a Florida DOT number. Please ensure that all company vehicles that are applicable are properly identified
with your USDOT number.
1:1 A previous application has already been processed and a USDOT Florida Intrastate number has already been assigned. (See attached
copy). NO FURTHER ACTION IS NEEDED.
1:1 Your request was received and the carrier operation was changed from .interstate" to "intrastate". Your DOT number will remain the
same; however, intrastate carriers must add "FL" as a suffix at the end of the number. Your number should appear as "US DOT OOOOOOFL"
on all applicable vehicles. A copy of your DOT number is attached. NO FURTHER ACTION IS NEEDED.
1:1 Your request was received and your carrier operation has been changed from "intrastate" to "interstate". Your USDOT number shall
remain the same, however, please drop the "FL" at the end of your USDOT number. NO FURTHER ACTION IS NEEDED.
/Your company information has been updated to reflect the changes you requested. NO FURTHER ACTION IS NEEDED.
1:1 Your USDOT number has been made "inactive" in the system as per your request. NO FURTHER ACTION IS NEEDED.
1:1 OTHER:
Your application was submitted incomplete. Please complete the marked section below and return it back to this office as soon as possible in
d I W h h f II f b b' d DOT b d
or er to comPlete processinQ. it out t e 0 owing in ormation eing su mltte ,a num er cannot be issue. .
1:1 #19 IRS/Tax Section (Enter Federal ID# or Social Security #) 1:1 #21 Company Operations (Intrastate-FL only, "
Interstate- Travel outside FL)
1:1 #23 Operation Classification Section 1:1 #24 Cargo Classification Section
1:1 #26 Equipment Section - Please enter number of trucks for each 1:1 #27 Subject Drivers Section -Please enter number of
section. drivers.
1:1 #30 Certification Statement Section - Please print name, sign Q Other:
and date.
Sincerely,
~tMI\u.cJ<;..
Jessica Hancock
Office of Motor Carrier Compliance, 407/264-3391
www.dot.state.t1.us
Item # 4
1. NAME OF MOTOR CARRIER 2. TRADE OR D.B.A. (DOING BUSINESS AS) NAME
H&H LIQUID SLUDGE DISPOSAL INC
3. PRINCIPAL STREET ADDRESSIROUTE NUMBER 4. CITY 5. MAILING ADDRESS (P 0 BOX) 6. MAILING CITY
6990 US HWY 27 BRAN FORD PO BOX 390 BRAN FORD
7. STATE/PROVINCE I 8. ZIP CODE +4 9.COLONIA (MEXICO ONLY) 10. STATE/PROVINCE 1. ZIP CODE+4 r2.COLONIA (MEXICO ONLY)
FLORIDA 32008 FLORIDA 32008
13. PRINCIPAL BUSINESS PHONE NUMBER 14. PRINCIPAL CONTACT CELLULAR PHONE NUMBER 15. PRINCIPAL BUSINESS FAX NUMBER
(386) 935-1284 (386) 365-5071 (386) 935-0941
16. USDOT NO. 117. MC OR MX NO. 18. DUN & BRADSTREET NO. 19.IRSfTAX 10 NO. roo INTERNET E-MAIL ADDRESS
821903 EIN# 591832613 SSN# hhlsd@Wlndstream.net
21. COMPANY OPERATION (Circle all that apply)
A. Interstate Carrier B. Intrastate Hazmat Carrier @Intrastate Non-Hazmat Carrier D. Interstate Shipper E. Intrastate Shipper F. Vehicle Registrant Only
22. CARRIER MILEAGE (to nearest 10,000 miles for Last Calendar Year) YEAR
900000 2006
23. OPERATION CLASSIFICATION (Circle All that Apply)
A. Authorized For-Hire D. Private Passengers (Business) G. U. S. Mall J. Local Government
~ Exempt For-Hire E. Private Passengers (Non-Business) H. Federal Government K. Indian Tribe
C. Private Property F. Migrant I. State Government L. Other
24. CARGO CLASSIFICATIONS (Circle All that Apply)
A. GENERAL F. LOGS, POLES, J. FRESH PRODUCE P. GRAIN, FEED, HAY V. COMMODITIES DRY BULK BB. CONSTRUCTION
FREIGHT BEAMS. LUMBER
B. HOUSEHOLD G. BUILDING K. LIQUIDS/GASES Q. COAl/COKE W. REFRIGERATED FOOD CC. WATER WELL
GOODS MATERIALS L. INTERMODAL CONT. R. MEAT x. BEVERAGES GOTHER
C. METAl; SHEETS; H. MOBILE HOMES B S
COILS; ROLLS
Attachment number 5
Page 5 of 15
OMB No. 2126-0013
(Check Only One)
29 BIENNIAL UPDATE OR CHANGES
o OUT OF BUSINESS NOTIFICATION
o REAPPLICATION (AFTER REVOCATION OF NEW ENTRANT)
M. PASSENGERS
IOSOLID
S. GARBAGE, REFUSE, TRASH Y. PAPER PRODUCTS
I. MACHINERY.
MOTOR VEHICLES LARGE OBJECTS N. OIL FIELD EQUIPMENT T. U.S. MAIL z. UTILITY
E. DRIVE O. LIVESTOCK U. CHEMiCAlS AA. FARM SUPPLIES
AWAY/TOWAWAY
25. HAZARDOUS MATERIALS CARRIED OR SHIPPED (Circle All that Apply) C-CARRIED S-SHIPPED B(BULK) - IN CARGO TANKS NB(NON-BULK) - IN PACKAGE
C S A. DIV 1.1 B NB C S K. DIV 2.2A (Ammonia) B NB C S U. DIV 4.2 B NB C S EE. HRCQ B NB
C S B. DIV 1.2 B NB C S L. DIV 2.3A B NB C S V. DIV 4.3 B NB C S FF. CLASS 8 B NB
C S C. DIV 1.3 B NB C S M. DIV 2.3B B NB C S W. DIV 5.1 B NB C S GG. CLASS 8A B NB
C S D. DIV 1.4 B NB C S N. DIV 2.3C B NB C S X. DIV 5.2 B NB C S HH. CLASS 8B B NB
C S E. DIV 1.5 B NB C S O. DIV 2.30 B NB C S Y. DIV 6.2 B NB C S II. CLASS 9 B NB
C S F. DIV 1.6 B NB C S P. Class 3 B NB C S Z. DIV 6.1A B NB C S JJ. ELEVATED TEMP MAT. B NB
C S G.DIV2.1 B NB C S Q. Class 3A B NB C S AA. DIV 6.1B B NB C S KK. INFECTIOUS WASTE B NB
C S H. DIV 2.1 LPG B NB C S R. Class 3B B NB C S BB. DIV 6.1 Polson B NB C S LL. MARINE POLLUTANTS B NB
C S I. DIV 2.1 (Melhane)B NB C S S. COM L1Q B NB C S CC. DIV 6.1 SOLID B NB C S MM. HAZARDOUS 5UB(RQ) B NB
C S J. DIV 2.2 B NB C 5 T.DIV4.1 B NB C S DO. CLASS 7 B NB C S NN. HAZARDOUS WASTE B NB
C S OO.ORM B NB
~ HAl ~AN II:: I HI::
Hazmat Hazmat Cargo Motor School Bus Mini-bus Van Limousine
Straight Truck Trailers
Trucks Tractors Cargo Tank Trailers Coach Number of vehicles canying number of passengers (including the driver) below
Tank Trucks 1-8 9-15 16+ 16+ 1-8 9-15 1-8 9-15 16+
OWNED ! 15C
TERM LEASED
TRIP LEASED
27. DRIVER INFORMATION I INTERSTATE INTRASTATE TOTAL DRIVERS TOTAL CDL DRIVERS
Within 100-Mlle Radius I I ! ~ !
Beyond 100-Mlle Radius I I C
28. IS YOUR U.S. DOT NUMBER REGISTRATION CURRENTLY REVOKED BY THE FEDERAL MOTOR CARRIER SAFETY ADMINISTRATION? Yes_ No-L
If Yes, enter your U.S. DOT Number.
29. PLEASE ENTER NAMEIS) OF SOLE PROPRIETOR(S), OFFICERS OR PARTNERS AND TITLES (e.g. PRESIDENT, TREASURER, GENERAL PARTNER, LIMITED PARTNER)
1 . RICK 0 HACHT, PRESIDENT 2 . STEVE HACHT. TREASURER
(Please print Name) (Please print Name)
sO. CERTIFICATION STATEMENT (to be completed by an euthorlzed official)
I, RICK 0 HACHT , certify thell am femlliar with the Federal Motor Carner Safety Regulations and/or Federal Hazardous Materials Regulations.
(Please print Name) Under penalties of pe~ury, I declare thai the Information entered on this report Is. 10 the best of my knowledge and belief. true,
correct. and complete.
Signalure RICK 0 HACHT Date 10/08/2007 PRESIDENT Item # 4
Title
Form MCS-150 (Rev. 3-24-2005)
Expiration Date: 07/31/2007
Attachment number 5
Page 6 of 15
Department of
E "vi ron menta IP rotecti 0 n
---~- ~ --"""..---c'".,..........,. ....,..--...""-_~ '-.,.,--~,....,.......~____
..... , '-~-r," _"--,,~ 7~ ......"'J_ _...... ~,J ~ ,..A.,~.._
Jeb Bush
Governor
Southwest District
13051 N. Telecom Parkway
Temple Terrace, FL 33637-0926
Colleen M. Castille
Secretary
03/27/06
Rick Hacht, General Manager
H & H L.S.D., Inc.
P.O. Box 609
Ft. VVhite,FL 32038
Re: Residuals Site Inspection
Fox Branch and Fenton Ranch Land Application Sites
Facility ID# FLA290343 and FLA290327
Polk County
Dear Mr. Hacht:
On February 28, 2006, Department staff performed Residuals Site Inspections (RSIs) at the Land
Application Sites (LASs) mentioned above. Based on these inspections and a review of the information
on file with the Department, the following items are being brought to your attention:
ACCESS CONTROL
At the time of inspection, the main gates at both LASs were closed and public access was properly
restricted to prevent unauthorized entry. The LASs did have advisory signs posted indicating the nature
of the project area and public access restrictions.
APPLICATION PRACTICES
Fox Branch LAS: Department staff observed the residuals incorporation technique of "Spike Dragging"
and approves this method to meet the vector attraction requirement in Title 40 Code of Federal
Regulations, Part 503, Section 33(b)(10)(i) as it was demonstrated at RAZ 6-A of the Fox Branch LAS,
Polk County, on February 28, 2006. Should you wish to use this method at another LAS besides the
Fox Branch and Circle Cross LAS, please notify the Department.
Fenton LAS: There was no active application during the inspection, but Department personnel observed
other residuals applied to various sections of RAZ 29-5, 32-1, and 32-3. Department staff determined
the residuals were Class AA from the City of Lake land Glendale VVVVTF's Bioset process.
SITE RESTRICTIONS
Fox Branch LAS: Cattle were fenced and restricted from RAZ 6-A and to other zones recently applied
to.
:, .:re ;:"r{)~~:,,'.1'!":';i' i.......:'s:: i.'i(_ ;;,'':''.'.
Printed on recyded paper.
Item # 4
Attachment number 5
Page 7 of 15
GROUNDWATER TABLE
Fox Branch LAS: No visible piezometers or other instruments were observed at RAZ 6-A where
residuals were being actively applied, but H & H staff had dug a 36 inch deep hole to determine the
water level to be 33 inches from the ground surface.
RESIDUALS TRACKING LOG
"'There were no records found in the mailbox at the Fenton LAS main gate i~dicating land application of
residuals. The department requests that the log be maintained at least during the time of the activity and,
preferably, for one year following land application.
The type of inspection conducted was a Residuals Site Inspection (RSI) and, overall, the Fox Branch
Site and the Fenton Site were In Compliance. Please note that a RSI is a non-sampling inspection
designed to verify permittee compliance with the residuals application requirements of the permit.
Copies of the inspection reports are attached.
The Department requests a written response within twenty days of receipt of this letter outlining action
taken to correct the items marked with an asterisk ("'). You may direct any questions to the undersigned
at the DEP Southwest District office, telephone number (813) 632-7600, extension 441, or bye-mail to
George.Rizos@dep.state.fl.us.
Sincerely,
George Rizos
Residuals Field Inspector
Domestic Wastewater Program
Attachments (2)
cc: Clark Sherwood, Owner, Fox Branch Property LAS
J. A. Fenton, Owner, Fenton Property LAS
Jacqueline Hollister, Polk County Utilities, via e-mail
Item # 4
.=t Zones
fi Applicable land
Florida Department of
,ERvi ronmental'ProtecHon
~----------
Rick Hacht, President
H & H Liquid Sludge Disposal, Inc.
P.O. Box 609
Ft White,FL 32038
Southwest District Office
13051 North Telecom Parkway
Temple Terrace. Florida 33637-0926
August 17,2007
Re: Circle Cross Residuals Application Site Acreage Amounts
Facility ill No. FLA311898
Polk County
Dear Mr. Hacht: .
.,.;' .","_.~:"",-'.'.:;',:',,~!' ,
On August 8 and 10, 2007, Deparbnent staffperfonned site assessments at the Circle Cross
Residuals Application Site (RAS) to verifY applicable acreage amounts. Applicable acreage is
the actual spreading area where residuals can be applied. Site assessments include the use of
maps, geographical infonnation systems and field verification; you or your representatives are
encouraged to participate when possible. Based on the results of the site assessments, the acreage
amounts for each zone were detennined by subtracting non-usable acreage, such as wetlands,
forested and setback areas, from the total acreage of each zone (see attached map.)
The new applicable acreage for each zone is listed in the following table.
RAZ ACRES
12A 0.1
12C 0.5
10C 4.0
110 4.4
140 6.3
100 9.5
18A 11.7
14A 17.8
10A 17.9
148 20.5
248 24.3
108 25.8
7A 26.1
14C 27.8
158 34.3
78 37.0
15A 41.7
13A 50.5
24A 81.2
'"More Prott'Ction. Less Process.'
WI1H'. dcp.state./l.us
Attachment number 5
Page 9 of 15
Charlie Crist
Governor
"" ,,':_ I>')' ""'_/,:,'" -:,1-',""',' _~':"', ':" "_,'.', .,J..",," "",' >
'J~d K~ltG~~p' . ..-' ..
Lt. Governor
Michael W. Sole
Secretary
Item # 4
\ .
Attachment number 5
Page 10 of 15
Rick Hacht
H & H L.S.D., Inc.
Circle_Cross R.A.S. .Acreage.Amounts.
Page 2/3
"-......,:,.. ,v",'"1\r,,,:~ -"~'':''''''',~'!.u : "._ ...:';':":, ::':~, 'X')\",;,;~.-
138 100.7
25A 151.0
Total 693.1
Please update Part 11.2 and Part III.B of the agricultural use plans for these sites with the adjusted
acreage amounts for each zone. The total acreage for each zone should be used to calculate
nitrogen-loading amounts and complete the residuals annual summary. If a wastewater treatment
facility performs the calculations for the annual summary or tracks nitrogen loading for any of
these sites, please provide these acreage amounts to that facility.
If you note discrepancies on the attached map or acreage amounts, please contact the undersigned
at the Southwest District address, telephone number (813) 744-6100, extension 441, or bye-mail
to max.grondahl@dep.state.fl.us. The Department appreciates your cooperation in this matter.
Sincerely,
/JzI'f, ~~~
Mal Grondahl
Residuals Inspector
Southwest District
Attachments (1)
cc: Cary and Layne Lightsey, Owners, Circle Cross Ranch
Item # 4
Rick Hacht
H & H L.S.D., Inc.
Circle Cmss RA.S. Acreage Amounts
Page 3/3
",-,,-,-1;:;:.
Attachment
Attachment number 5
Page 11 of 15
Item # 4
FROM -: H&H LSD I NC / SO FL
CompuServeMail - Message View
FAX NO.
561 274-484121
tComp .~..~".,
mail 00
..
Attachment number 5
Page 12 of 15
M~~~2 21211217 1215:51PM Pi
0., cs: TrY ComouSlItve 6.0
~ervE!.co.m
~e.~
Page 1 of I
S~r..Q
s.~M.AJ;!ft
:tlhlt~LfUe~
Forward
J::I.el.ll I S.ign..Qff
.
Keep As
New
Hi Martin,
Yes indeed, we hAd a wonderful day at the SR. I am sure that Richard told you
A-l Quality Services (the other hauler) was there as well. Sasically, the
zones will be divided as they are on the AUP you sul;lmi.tted to IlIa. (There was
talk at the site of dividing them differently between A-l and H & H). All of .
the zones appeared satisfactory and are ready for spre~ding. Please accept
this email as approv~l to WI. the site al!l8uming you will place a. sign by the.-
entrance{s)and a mailbox for records. If you have any questions, please let
me know. .
Thanks,
Cheryl
eb
IirII _ _ ~~t~~..1!';:_.--..~a1NIC.'
'~Ple pJicl1 W ~rei;t. 1Jf!Jllt. .. J_ .....
_:IfIo...__..-r ,
.. New Mail: Message .. Old Mall ... Sent Mall ..
Get Create Address Reply
Mail Mail Book Reply AIJ
...<"J;,ubje~:Re:.5 R Ranch . '..~'
Date: Tue, 22 May 200712:00 EST
From: ,A"MjnSkev. ChervlD <Cheryl.Mlnskey@de~.state.fl.u$?'
To: A<MBuerkHHLSD~cs.co~
-----Original Message~----
From: HBuerkHHLSD@C$.com (mailto ;MBuerkKHLSDics. com]
Sent: Tuesday, May 22, 2007 10:53 AM
To: Minskey, Cheryl
Subject: 5 R Ranch
Hi Cheryl,
Thanks for yOur accomodation in inspecting the 5 R LAS. Richard Rodgers said
the visit went well. and suggested that he thought you said we could utilize
the site right away. AS you mow, we would indeed like to activate 5 R for
us as well as Or Gukich. I appreciate your direction. Regards,
Martin
..
Create
Mail
Address
Book
Reply
All
Get
Mail
.
@topyJjgbUP.oJ. CompuServe lnter8CtiVe Services, Inc:.
J.~!l'-~Qt;\q;f. ( e,r.il!1l~
Reply
Delete
Next >>
......
<< Previous Next >>
Forward
Keep As 'Delete
New
.
~ I Sign Off'
'_~_I'_..._...=, ..........__""..........,.... .............-.J......6!I,."'n:lYY.. nAof'?.t'^1AAt-:=QTTA:f""'1'1 ~Rrn';A==17R1"'1.1"
Item # 4
",,,,, '" nn'7
Attachment number 5
1
,";';',.~" ' .~,.i"\"
"
c
~
.S!
.D
tu
.~
a
Q.
<(
Sd W~9G:11 800G 61 .~ew
G606-f;7LG 1%
.ON X~.:I
Item # 4
1.:1 OS / IN I aS1 H'llH : wm:l.:l
C"""<'O"'.""5R"Raneh Applrcable"Acreage. .".,.,."",.~.,.."
.;~'..' ,-..:~ '-~-'-"! .. '"
Zone Previous Acreage Adjusted Acreage
1 139 78
2 66 78
3 118 121
4 43 36
5 199 196
6 56 60
7 62 90
. - ,'~ -;.IiO" -.. '.,' '<,"l ~: . .~.,..- c" _1_', "-':~'."l: '-\"t' .'.......,
8 117 56
9 96 47
10 89 56
11 61 31
12 130 126
13 108 113
14 102 46
16 29 15
17 23 26
18 26 29
19 3 7
20 96 65
21 36 31
22 38 29
23 43 38
24 18 14
25 30 18
26 44 29
27 67 52
28 32 31
TQtaI 1871 1518 ...
Zones delegated to H & H -Applicable Acreage = 887
Zones delegated to A-1 - Applicable Acreage = 631
',;.....",'<l-,',',','~,~.,I'!;,':,t~.L
,;~:l,~L ...;,.;:
,':':i\l".'"
Attachment number 5
Page 14 of 15
Item # 4
;;') i Department of (' Y
Envi ron,.m,en.tahP',otec-ti.on'.",~c~I<~"'."'~""."."~"'""-".;>M'''~;''_".:".;.",,"_,
Attachment number 5
Page 15 of 15 .
,
..
Jeb Bush
Governor
Southwest District
3804 Coconut Palm Drive
Tampa. Florida 33619
David B. Struhs
Secretary
Rick Hacht
H&H LSD, Inc.
PO BOX 609
Ft. White, FL 32036
_," ,_,,~: '- ., ',' , .-: I. '::~'T./' '," ,~_,: _';
'. April 29, 1999
Dear Mr. Hacht:
The.Department. of EnviroDIIlen~ PtQtection Southwest District approves the t~AAiq4e ,
of nSpike Dragging" to meet the requirement of: EPA S03.3j(b)(lO)(i).'as it" was
demonstrated at the Lightsey R8nch, Polk County, on April 28, 1999. At this time the
Department requests that you use this method exclusively at the Lightsey Ranch. Should
you wish to spike drag at another land application site, the Department should be notified .
for a site-specific demonstration to be'performed prior to residuals land application usirig
spike dragging.
I wish to thank you and Mr. & Mr. Lightsey for the courtesy extended to myself while at
the Lightsey ranch.
Should you have any questions or comments, please contact me at (813) 744-6100 ext.
302. .
Sincerely.
~~O~
Stephanie O. Barrios
Residuals Permitting Engineer
c: Mr. Cary Lightsey - 1401 Sam Keen Road, Lake Wales, FL 33853
Mr. Jim Fletcher - Pinellas County Utilities (via fax transmission)
"Protect, Conserve and Manage Rorlda's Environment and Natural" Resources"
Printed on recycled poper.
Item # 4
;':~:~?"i::;~;-:::,~~":'A't.','" : '.:,:~;
", ",-~,~ _'.":. ;~;...:......., ::.,"''';~:'~~;:::;;';:~~~:.~-;~,:-:~~~':j,''~~:'':.......~:';'~,,:;:'~;~i~>r::~,_~:~,~ ::. ;~ ,_-" - .--
.. "', ," '7,'- ~' , ":'", ,- ',""
:AH '_.' ,: ,'~ _:'" '.....' .~,'" ""~:,::,......;:..,,,,~ ~",~.:~,_', .,:"~:".:"'.",,,,~,,,, :' ""',,,",',,,.. ~' '.i' ",
ATTACHMENT B
Insurance Certificate
24
Attachment number 6
Page 1 of 4
Item # 4
03/13/2008 15:19 FAX 3218392077
HSH BREVARD
3tiillMOrilmber 6
Page 2 of 4
Cl;RTIF'CATE,.9F LIAQILITY INSURANCE .... .........~-~!4~~b~1~:'~;7;rv;1
THIS Cl!Rn~ICATE IS ISSUED AS A MATTER OF INFORIIlATION
ONL V ANO CONFERS NO RIGHT! UPON TlUl el!~f1f1leA TE
HOLDeR. THIS CE!RTlFlCATI: 1)01;$ NOT AMeND, EXTE"'D OR
ALlVt THE COVl!R.AGE ~~P~~1!'E POUCIES :jELOW.
. AC.Q8D.
PROIlUClill.
HSM Ins ~ B~nda of
400 High Point D~,
cocoO!. FL 32926
Phone: 321-639-3055
INSUIlIlD
Breva.rd LLC
Suite 200
F8x:321-639-2077
H&H Liguid Sludge Oispoaal Inc
I~. O. Box 390
6990 US Highway 27
Branford FL 32008
INSURERS AFFORDING COVERAGlo
NAlC #
16535
....2.~.3.~. ?
IN~IlR!';RA.
Zurich American
1N'..~fll):
INS\lHt:I{ (;
IN~;uru:n D
:It',,"rlf.,,.t. In"Ur''Mr-1I ':~!.~~~~Y..___.... .
COVERAGES
IN"~' IRI'R F.
., HI: 1'(lUCI(.:; (IF IN$UHANc:.I.. III; mD lll!.I.OW HAVr; fll1.f..N 1~.<;III;1l TO nm INf.uI~ED NilM€O 1\00000E "OR TtlE PQUCV P\':RIOO INPICATEP N( 1VIIITH~;MNlllN(;
AtoN f.'l:~1UIHf:'MEN'I.. If.HM OR CC)NflItION Of ANY C:ONfHAr.T" OR OrHI;f~ DClClJt~NT WlTII Rcr.r>t:CT TO WHICH Tlil5 CF.'RTIFIr,J\Tl: MAV IIf; I!';!\\JF.D (lFl
MAY f'f'IUAlN, ~1.1I'. INmll'IANCr; AFrOROGD DY TUe I"Ol.ICICr. OCOCI'lIOCD liEflEIN IS ~.lI~fFCT TO IIU. THF TFI1MS. F.~CI.I.I~O~J~i ANn C.:tlNCI . ION:'; 0': r,UCI.1
rol.lClrs ACGRCCATl: LIMITS SHOWN MAY HAVF. FlF.F.N I1F.D\.ICFD ,W 1'.A1l) C\.t.,,~!,;
~~;J~~}f .... ;~~ ~~;~~.~NC;" "OUCy ftUMDtFl
r GCNllRAL UABIUTY
A rt..:x... ~e.1MMF.Ill:lAl '.'HN. foRAI. L,'I\IlIWV ! 01.0968456701
,,___ .1 ('":l1\IM5 M-'DC L!J <jc.:CVf~ i
I I. ..................--..--- i
I I .
I GEN'L ""C.llfCI\TE-liM;~A~~~.I~!; rm I
! I pOI.I~:y ! i ~)r 1 ! lOl: 1
.-........ ,
! AUTOMOOlLE ~IAI!lLITY I
t~q ANVAUTO BAP9684S6601
: IILL OwN~D ^U"ro~
; '1
! : ~~t:IILlJUt.LO All1 (Xi
1.---.-'
i X t HIRml\\no!';
I......,;,
! X : NON.OWN!:\) AUIO"J
!"X.!J?ollution Liab.
1......-.,. ~~._..
i : er CA9949
I GARAGEUAIIILm~~~..._...'--1
I'" ,
i ! MolV AUTO II
! i
I EXCf.SS/UI\'I13RELLA I.lIUiJlILITY
X. .1 OeC:lIl~ [.........)1 (;LJ\IMS MilD..
I ........
r--j l:lf,lJ\ICTIAI.I,
[X"..J Rr:.TCNTION $ 10 , 000
.1' WORKERS COI\'IPEIIISAno," AND
fPllPlOVf.IlS' l.IlIl'll.ITY
1 IINY ~H\.l}'HI~rOfWi\"TNi:;RiD(LCullvl:.
! O"I'ICl:l'liMl:.MBI!I~ !;;X(;I.UD~[Y'
I It yt'c!il ,~,"~r.dl)(, 1a'1111l1'
SPf.:C.JAl PHC'MSION~i Uuluw
I OT"Il~
A
i
I
!
t
;
I
i
!
j
j
i
I
.""........:-l-
I
a
,
".........__.._._.._----_........"~"_...
,
i CPL915688201
poUC'/l!:J(IllRA"Til);rr--
. DA TE PIl"'IDOIYY.l.....j_~m ~.~ 1.1M1T~
j J?IICIl(JCClJRREN(;~ i $, ,000,000
03/01/09 I ~~~i~~1tJ.Y~~~~~;~?,...J!)..-r~...<OO;..OOO-
..--.....--........... .-................ .... 1 . ..........................
IMI:D t:.~,.(A"V<..,..f""""") ,~!;, 000
r-....... ..-....-......--..................... ....: ..
: f'tmnOIIIAl ~.IIDV INJURV ..1 ~.:L.,.9.Q.Q.(.~.~.<:l_,_..
l(i~I'!:,~~~;~~.ll, $ ;~.,O~O,.OO'.()_...
i f'l<O'lUC1G 'COMf'fOI'A~~~1 S:!, 000,000
j-- ,_~..L-- =:-----.......
03/01/08
,
i r,-OM'IlNl'O !;INf"J F 1.IM/l
03/01/09 I._\.~:I '''.HI.",,)
LL,OOO,OOO
: DOD-lV II~JurlY
1 (""'U':lf'll':d""J
I.
........] .
I'
I
I
: 1l0ll:l Y INJURy
! WCO(.tet'if.k.'1\l)
: 1""0; '[:I<TY OAW\GF
i (PC' .l(';ll1l.~)
..~..,................".
i AU1 () 1)11I1. Y - t II ACCIIll; N"f
r:AACC
i (>nIl:R THAN
i f4.ITC) ONt Y
f,GG S
03/01/08
03/01/09
: !:/let I OCCUMEN(;l:.
I . .
Ae..1; .1~.c:.:A 1 ~
~j.OOO, O~~
. $.J.....().Gg.r ~Q.Q
$ 1,000.000
$
g~(~~ls9A9 ..
$
... .l:'~~y'~j~r~.!
IV11'I.l
. ..f:.rJ"i
is
LL Olel.1 ACCIOCNT
1I. 1I1~(,'~C., [II [f"If'LOVr::E! S
~ I.. IlISI'IIS~ . POLICY LIMfr ! $
.....u,..."'___~___
A Environmental Imp.
Oocurrence Form
1IIl$CR\PTlON OF (lPf.R,ATIQN51 LIlCATIONlIl Vl\'HIt:uliill EXewSlONS ADDW BY ENDORSEMOIT I speCIAL PROVISIONS
03/01/08
03/01/09
Por Claim 1,000,000
~~~~_..._.._/L, 000,000
CERTIFICATE HOLDER
For Information Only
CANCELLATION
S/lOULlI ANY OF THF, AIIQ1Iti Ill:!SCRIBlO PJUCI[S 1If CANCtlLtO I'fl Ol'lE THE EXI'I1tAll0N
DATE TltERf.Of, Tiff: ISSUlfolG 11'l5URI;N WILL IZNDUVOR 10 MAll __ _ DAVS WRITTEN
HOnel! TO THE CERTIFICATE HOLDER NA..tiP TO T1iE urFT, IIUT FAIL\.RE TO DO $0 SHALL
IMPD3E NO OBLIUATlON OR UAOfUTT O~ ~ NV KllllO U~N TIle INoollfll, ITS "GENTS (lR
1lEPRf.lw.NTATlVf.B,
- /~.~~/
... w~~..~...-.-._._-'-
ACORD 25 (2001108)
<.0 ACORD CO::{PORATION 1968
Item # 4
03/13/2008 15:20 FAX 3216392077
HSH BREYARD
)Q.IqroiZ1,o~mber 6
rage 3 of 4
IMPORTANT
If the certificato holder is an ADDITIONAL INSURED, the policy(ies) must be nndorsed. A statement
on this certificate docs nol confer rights to the certificate holder in lieu of such cndorsemcnt{s):
If SUBROGATION IS WAIVED, subject to the tanns and conditions of the poli::y, certain POlicics may
require an endorsement. A statement 01'1 lhis certifICate does not confer rights to the certificate
holder in lieu of such endorsernent(s).
DISCLAIMER
The Certificate of Insurance on the teV(lrse side of this fonn does not constitut;l a conlract betwe~ln
the Issuing insurer(s), authori~ed represontatlve or producer, and the certincat, holder, 1'I0r does it
affirmatively or negatively amend, extend Or alter the coverage afforded by thl; policie5listod U11~r.:lon.
ACORD 25 (~Oll';/OII)
-""''-----....-.
Item # 4
Attachment number 6
Page 4 of 4
ACORn CE'RTIFICATE OF LIABILITY INSURANCE J CERTIFICATE NO.' DATE
AC07-16200001-S00943
. . ~ . "",. ..._~.....-., ,'.. ,~_.- "" '. -~~... .~~ .'.-' . _.,.....0.3129/.2007"09:.52'#1
PRODUCER THIS CERTIACATE IS ISSUED AS A MATTER OF INFORMATION
Highpoint Risk Services LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
14160 Dallas Parkway #500 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
Dallas, TX 75254 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
(800 ) 632-5096
fax: (972) 404-4450 INSURERS AFFORDING COVERAGE
INSURED: AMS 1/ c/ t : INSURER A: Companion Property and Casualty Insurance Comp
H & H LIQUID SLUDGE DISPOSAL, INC (H&H LSD, INC. ) (ICA) INSURER B:
P.O. BOX 390
BRAN fORD, fL 32008 INSURER c:
(386) 935-1284 fax: (386) 935-0941 INSURER D:
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID~ ~
i~tR . . . TYPE OF INSURANCE' POLICY NUMBER A LIMITS
~NERAL LIABILITY EACH OCCURRENCE $
f- ==:JMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any One Fire) $
I-- CLAIMS MADE 0 OCCUR MED EXP (Anyone person) $
PERSONAL &ADV INJURY $
I--
GENERAL AGGREGATE $
I--
GEN'L AGGREGATE LIMIT APn PER: PRODUCTS-COM~OPAGG $
n POLICY n P,tlRT LOC
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
I- (Ee eccidenl) $
~Y AUTO
-
ALL OWNED AUTOS BODILY INJURY
- (Per person) $
SCHEDULED AUTOS
-
HIRED AUTOS BODILY INURY
- $
NON-QWNED AUTOS (Per eccldent)
-
- PROPERTY DAMAGE $
(Per eccidenl)
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $
=i ANY AUTO OTHERTH~ EAACC $
AUTO ONLY: AGG $
EXCESS LIABILITY EACH OCCURRENCE $
- o CLAIMS MADE
OCCUR AGGREGATE $
-
$
-
DEDUCTIBLE $
-
RETENTION $ $
WORKERS COMPENSATION AND WC77779990101 X 1"y'(~YT~N;..1 IO.J);t-
EMPLOYERS' LIABILITY 04/01/2007 04/01/2008
A E.L. EACH ACCIDENT $ 1000000
E.L. DISEASE - EA EMPLOYEE $ 1000000
E.L. DISEASE - POLICY LIMIT $ 1000000
OTHER
R LIMITS $
LIMITS $
DESCRIPTION OF OPERA TIONSlLOCATIONSlYEHICLESlEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
1- This certificate remains in effect, provided the client's account is in good standing with AMS. Coverage
is not provided for any employee for which the client is not reporting wages to AMS. Applies to 100% of the
employees of AMS leased to H & H LIQUID SLUDGE DISPOSAL, INC(H&H LSD, INC.) (ICA), effective 04/01/2007 2.
INSURED'S COVERAGE APPLIES ONLY TO THE EMPLOYEES PRINTED ON THE ATTACHED ROSTER. AN UPDATED ROSTER IS
AVAILABL8 UPON REQUEST BY CALLING ( 800) 728-0623.
CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRA TION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
CITY Of TAMPA PURCHASING DEPARTMENT NOTICE TO THE CERTlFICA TE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
ATTN: ANA HAWES IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
f: (813) 274-8355
315 EAST KENNEDY BLVD REPRESENTATIVES.
TAMPA, fL 33602 AUTHORIZED REPRESENTATIVE t. - .. . n
ACORD 25-S (7/97)
<<:I ACORD 'iPJWPIJA.!'ON 1988
Attachment number 7
Page 1 of 3
ATTACHMENT C
Bonding Certificate
25
Item # 4
.~ ~
Attachment number 7
Page 2 of 3
EVERGREEN
FLEXIBLE BONDING SOLUTIONS
March 20, 2008
City of Clearwater Purchasinf
100 South Myrtle Avenue, 3f Floor
Clearwater,Fl33756
Gentlemen:
We have reviewed the Proposal ofH & H Sludge Disposal, Inc.
For the Contract: Hauling by shuttling of Biosolids to City owned WWTP's and
Hauling for Disposal Biosolids to land application
We understand that Proposals will be received on March 20,2008 on the above project,
and wish to advise that should this Proposal be accepted and the Contract awarded to H &
H Liquid Sludge Disposal, Inc., Evergreen National Indemnity Company intends to
provide annual Performance Bonds. The issuance of the surety bonds is conditioned
upon H & H Liquid Sludge Disposal, Inc., continuing to meet all of Evergreen National
Indemnity Company's underwriting guidelines and final reinsurer approval.
Any arrangement for the Bonds required by the Contract is a matter between H & H
Liquid Sludge Disposal, Inc., and the Surety and we assume no liability to the owner or
third parties if for any reason we do not execute the requisite bonds.
Evergreen National Indemnity Company is licensed to do business in the State of Florida.
By:
G
6140 Parkland Blvd. Suite 300 · Mayfield Hts, OH 44124 · P: (440) 995-5100 . F: (440) 995-5 ~mm # 4
Attachment number 7
Page 3 of 3
EVERGREEN NATIONAL INDEMNITY COMPANY
COLUMBUS, OHIO
POWER-OF ATrORNEY
PRINCIPAL H & H Liquid Sludge Disposal, Inc.
CONTRACT AMOUNT
EFFECTIVE DATE March 20, 2008
AMOUNT OF BOND $ N/A
POWER NO. N/ A
KNOW ALL MEN BY THESE PRESENTS: That the Evergreen National Indemnity Company, a corporation in the State of Ohio does hereby
nominate, constitute and appoint
Patricia A. Temple
its true and lawful Attorney(s)-In-Fact to make, execute, attest, seal and deliver for and on its behalf, as Surety, and as its act and deed, where
required, any and all bonds, undertakings, recognizances and written obligations in the nature thereof, PROVIDED, however, that the obligation of
the Company under this Power of Attorney shalf not exceed
N/A
This Power of Attorney is granted and is signed by facsimile pursuant to the following Resolution adopted by its Board of Directors on the 23rd day
of July, 2004:
"RESOLVED, That any two officers of the Company have the auttnrity to make. execute and deliver a Power of Attomey constituting as
Attorney(s)-in-fact such persons, firms, or corporations as may be selected from time to time.
FURTHER RESOLVED, that1he signatures of such officers and the Seal of the Company may be affixed to any such Power of Attorney or any
certificate relating thereto by facsimile; and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall
be valid and binding upon the Company; and any such powers so executed and certified by facsimile signatures and facsimile seal shall be valid
and binding upon the Company in the future with respect to any bond or lI1dertaking to which it is attached."
IN WITNESS WHEREOF, the Evergreen National Indemnity Company has caused its corporate seal to be affixed herellllo, and these presents to
be signed by its duly authorized officers this 15th day of March, 2007.
~
I(l~~\
W SEAL;!J)
\\~~ I
~IO.
EVERGREEN NATIONAL INDEMNITY COMPANY
rl.-fJ/l~
Charles Dzr., President
.-.;~
Timothy C. Ellis, Vice President
Notary Public)
State of Ohio)
SS:
On this 15th day of March, 2fXJ7, before the subscriber, a Notary for the State of Ohio, duly commissioned and qualified, personally came
Charles D. Hamm, Jr. and Timothy C. Ellis of the Evergreen National Indemnity Company, to me personally known to be the individuals and
officers described herein, and who executed the preceding instrument and acknowledged the execution of the same and being by me duly sworn,
deposed and said that they are the officers of said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of
said Company, and the said Corporate Seal and signatures as officers were duly affixed and subscribed to the said instrument by the authority and
direction of said Corporation, and that the resolution of said Company, referred to in the preceding instrument, is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at Columbus. Ohio, the day and year above written.
State of Ohio)
~iU ~ Um
SS:
Notary Public State of Ohio
My Commission expires August 5,2009
I, the undersigned, Secretary of the Evergreen National Indemnity Company, a stock corporation of the Slate of Ohio, DO HEREBY CERTIFY
that the foregoing Power of Attorney remains in full force and has not been revoked; and furthermore that the Resolution of the Board of Directors,
set forth herein above, is now in force.
Signed and sealed in Columbus, Ohio this 20th day of March 2008
~~
(lk~?';.\
fC&l ~ &,
I~~ SEALy" I
~~ J~ ~
"o~
Item # 4
!:i;i'lh'.....',-
",-,'!.""#4'J';'.,g', ~,.~t~,':.\i "'.' ~-..-.~"
.. .";~"{_";<;,,,:.t~;,i,~',.~:\"<,
",_""'i~.,:,i...,:,..." ..-',
~~.,. ,-";>\>~ '.",.;. '.:h'~'\:;A,'
Attachment number 8
Page 1 of 5
ATTACHMENT D
Reference List
26
Item # 4
\6 Sludge Dis"
.o..u H & H 0"
V C$)/
Inc.
P.o. Box 390 · Branford, Florida 32008. (800) 653-0386
Current References
Name
Contact
City of Plant City
P.O. Box C
Plant City, FL 33564
Steve Stafels, Assistant Director
813-757-9191
Manatee County
5101 65th Street West
Bradenton, FL 34210
Kathy Smith, Supervisor
941-792-8811 Ext.5180
City of S1. Petersburg
1635 3rd Avenue North
St. Petersburg, FL 33713
Patty Anderson, Director
727-892-5600
City of Tampa
2700 Maritime Blvd
Tampa, FL 33065
Phil Clark, Director
813-299-6802
Hillsborough County
925 East Twiggs Street
Tampa, FL 33602
Richard Kirby, Operations Manager
813-264-3858 Ex1. 122
Attachment number 8
Page 2 of 5
Item # 4
Attachment number 8
Page 3 of 5
\..iquid Sludge DiSPosal
H&H
Inc.
P.o. Box 390 . Branford, Florida 32008 . (800) 653-0386
H&H Liquid Sludge Disposal, Inc.
History and Documented Operations
H&H LSD, Inc was started in May of 1978 by the co-founder and President Rick Hacht.
His original partner was Harry Huizenga who helped develop Waste Management. It was
there on Mr. Huizenga's ranch where Mr. Hacht permitted the State's first ever land
utilization site for domestic sludges.
In 1989, Mr. Huizenga retired and transferred his H&H stock to his son-in-law Harris
Whit Hudson. Mr. Hudson had fonnerly been with Waste Management, Inc. and at the
time of his stock transfer, he had started Hudson Management. Later he became part
owner of Republic Waste Industries, Inc. and served as their President. In 1996, Mr.
Hacht purchased Mr. Hudson's stock and became sole owner ofH&H LSD, Inc.
In 1978, Mr. Hacht when he was an environmental enforcement officer visualized and
knew that with Florida's rapid growth rate in Cities and Counties that they would be
burdened with their handling and disposing of both water and wastewater plant sludges.
It was this reason that Mr. Hacht fonned a service company for hauling and disposing of
domestic and industrial liquid and dewatered sludges.
Over the past 30 years, H&H has become a full service Company involved with
agricultural site pennitting, press dewatering, lime-stabilization, landfill leachate hauling,
biosolids composting, lift-station emergency pumping, operating wastewater treatment
plants, and marketing compost and pelletize biosolid products.
Since its beginning, H&H has developed an excellent rapport with City and County
Utilities statewide. The Company is proud of its past performance and its present day
reputation of having the best and most dependable company in the waste industry. The
Company takes pride in having accepted the challenge ofbiosolid utilization and is
extremely pleased with its skillful ability to handle numerous contracts at the same time.
To date the Company averages 100 employees that consists of loyal administration
personnel, dedicated supervisors, conscientious professional truck drivers, and field
personnel. All are trained to be courteous and helpful in servicing City and County
Utilities.
Company equipment is the best in the waste industry. All company tractors are late
models that pull tankers and dump trailers that are routinely reconditioned and modified
to perform the best possible service. All trailers are DOT approved and are maintained at
DOT certified facilities.
In the past 30 years, H&H has been the primary company in providing statewide hauling
and disposal services. Many of the same Cities and Counties have been for years
continuous customers. They include Cities like City of Sunrise, City of Margate, City of
Plantation, City of Fort Lauderdale, City of Hollywood, City of Tampa, City ofSt. Item # 4
Attachment number 8
Page 4 of 5
Petersburg, City of Jacksonville, City of Miami-Dade, City of West Palm Beach, City of
Orlando, and many others. Counties such as Pinellas County, Clay County, Brevard
County, Broward County, Palm Beach County, Orange County, Manatee County,
Hillsborough County and many others.
Since H&H's inception, it has been contracting with cities and counties to help provide
for the needs in the water and wastewater industry. In the 30 years of doing business, the
company has become a full service establishment that can perform various tasks in water
and wastewater such as:
1) Transporting liquid and dewatered solids.
2) Land-applying Class "B" or Class "AA" residuals to the citrus groves,
farms, nurseries, ranches, and sod fields.
3) Dewatering wastewater or manufacturing process sludges with filter
belts and plate presses.
4) Chemically treating and stabilizing by lime, waste activated or non-
vector treated biosolids.
5) Composting Class "B" biosolids to Class "AA".
6) Marketing Class "AA" to agricultural, commercial and retail
distributors.
H&H's primary objective will be to continue to service Florida Cities and Counties at fair
prices and provide the latest waste technologies available.
Item # 4
\0 Sludge DiSIJ
.o..u H & H o\$!
V c?/
Inc.
P.o. Box 390 · Branford, Florida 32008 · (800) 653-0386
Current/Past Contract References
City of Altamonte Springs
City of Avon Park
City of Boca Raton
Brevard County
Broward County
Charlotte County
Clay County Utility Authority
City of Clearwater
City of Clewiston
City of Cocoa
City of Cooper City
City of Coral Springs
Coral Springs Improvement District
City of Crescent City
City of Davie
City of Daytona
City of Delray Beach
City of Edge water
Fairmount Utilities
City of Fernandina Beach
City of Ferncrest
Florida Global Citrus
Florida Water Services
City of Fort Lauderdale
Town of Hastings
Town of Hilliard
Hillsborough COWlty
City of Holly Hill
City of Hollywood
City of Jacksonville
City of Jax Beach
Jax Utilities Management
City of Lake Butler
City of Lakeland
Loxahatchee River District
Manatee County
City of Marco Island
City of Margate
City of Melbourne
City of Miami-Dade
City of Miramar
City of Moorehaven
City of Naples
Nassau-Amelia Utilities
Normandy Village
City of Oakland Park
City of Ocala
City ofOcoee
Orange County
City of Orange Park
City of Orlando
City of Palm Bay
Palm Beach COWlty
City of Pembroke Pines
Pinellas COWlty
City of Plant City
City of Plantation
City of Port Orange
City of Rockledge
Royal Palm Beach Village
St. Johns County
St. Johns Service Company
City of St. Petersburg
City of Sarasota
Sarasota COWlty
City of Sebring
Seminole County
Severn Trent
City of Sunrise
City of Tampa
United Water of Florida
Attachment number 8
Page 5 of 5
Item # 4
Florida Department of Environmental Protection
Twin Towers Office Bldg., 2600 Blair Stone Road, Tallahassee, Florida 32399.2400
Agricultural Use Plan
Part I . Facility Information
1. Facility Name
Facilitv Classification (check one from each column as appropriate)
o Domestic Wastewater Treatment Facility
o Residuals Management Facility
o Septage Management Facility
Attachment number 9
Page 1 of 26
o Type I
o Type II
o Type III
o New
o Existing
Facility 10
Contact Person
Phone
2. Quantitv of Residuals Generated Yearlv
3. Residuals Characteristics (annual arithmetic averaoe):
Title
Fax
dry tons (1 ton = 2000 Ib) 0 Actual
o Estimated
Selenium
Cadmium m 85 Zinc m 75.00
"All units are in a dry weight basis except for total solids and pH. All sampling and analysis shall be conducted pursuanllo Tltie 40 Code of Federal Regulations, Section 503.8, and the
POTW Sludge Sampling and Analysis Guidance Document.
N/A = not applicable
Parameter Units. Ceiling Limits Concentration
for Class
AandB
TotaJNitro en % N/A
TotalPhos horus % NJA
Total Potassium % N/A
Total Solids % NJA
H std. units NJA
Arsenic 75
Parameter
(continued)
4. Pathogen Reduction Class Provided:
Describe the pathogen reduction method used:
OA
DB
(Rule 62-640.600(1), FAC)
Concentration
EPA Vector Attraction Reduction Option Used: (Rule 62-640.600(2), FAC.)
01
06
02
07
03
08
04
09
Os
010
DEP Form 62.640.210(2)(a), effective 12/01/97
Page 1
Nonhwesl Oielricl
160 Govemmental Center
Pensacola, Florida 32501..s794
e04.444-83011
Northeul District
7825 Baymeadow. '!lay, Suila 2008
Jacloonvlna, Florida 32256-7577
904.448-4300
CenInllOialtlet
3319 Maguill BIYd, S~1t 232
Odando, FlClIIda 32803-3757
4OH8H555
Soulhwesl Diatrict
3804 Coconul Palm Drive
Tampa, Florida 33819-8218
813.744-8100
SoulhOl'ldcl
2295 Victoria Av.., Suite 384
Fo~ MyOIl, Flol1da 33901
813-332-8975
Soulheast District
400 N. Congress Ave
Wesl Palm Beach, Florida 33901
407-881-6600
Item # 4
Attachment number 9
Page 2 of 26
Part II . Residuals Site Information
1. Site Name CIRCLE CROSS RANCH
Site Classification: IZI AQricultural
Site Address ANGUS ROAD
City AL TURAS
Site Coordinates:
D Reclamation
State FL Zip 33853
Latitude 2r 50' 0" N LonQitude 810 40' 02"
Section 10.11,12 Township 30S RanQe 26E County POLK
Road Directions to Site ALSO SEC 13-14. BARTOW EAST OF HWY 60 TO AL TURAS LOOP RD TO SHRECK RD, LEFT ONE BLOCK
TO ANGUS RD, RT ON ABRAHAM ROAD, SITE LIES AT END OF ROAD.
Site Owner CAREY LIGHTSEY
Site ManaQer (if different from owner) SAME AS ABOVE
Owner/ManaQer Street Address 1401 SAM KEEN RD
City LAKE WALES State FL
Phone (863) 696-2257 Fax (863) 696.2630
2. Total Acreage of Site 1675 acres; Total Acreage to be Applied 692
Enter individual application zone acreages in the table in Part III, item 2,
3. Site pH 6.0
W
Zip
33853
acres (Sum of Application Zones)
4. Attach a County Section Aerial Map, or a copy of such map, indicating the boundaries of the site and delineating the boundary of each
residuals application zone. The following information should be indicated on the map:
. The identification number for each application zone;
. Residuals storage facilities, if any on the site;
. Water supply wells on the site or within 500 feet of the site;
. Surface waters on the site or within 1000 feet of the site; and,
. Occupied buildings on the site or within 300 feet of the site.
The boundary of each application zone shall be shown to conform to the following requirements:
'.41 300 feetrro"m-ouildiilgs" occupied by-thegenerai pubiiC:(inay be reduced to" fob (eenf residuals are injected into the soil);
. 1000 feet (setback area vegetated) from Class I water bodies, Outstanding Florida Waters, or Outstanding National Resource Waters;
. 200 feet (setback area vegetated) from any other surface water, including wetlands that are classified as waters of the state, except canals
or bodies of water used for irrigation, which are located completely within the site and will not discharge from the site (this distance may be
reduced to 100 feet if the requirements cif Rule 62-640.700(4)(a)1. or 2" FAC., are met);
. 300 feet from any private potable water supply well or 500 feet from any public potable water supply well; and,
. 200 feet from any visible evidence of subsurface fractures, solution cavities, sink holes, excavation core holes, abandoned wells or other
natural or man-made conduits that could allow direct contamination of ground water.
. Site slopes shall not exceed 8%.
5, Describe how site use restrictions will be met in accordance with Rule 62-640.600(3), FAC.
SITE SECURED BY FENCES GATES. WATER TABLE OBSERVATION WELLS INSTALLED IN APPLICATION ZONES. SETBACKS,
BUFFER ZONES, AND SETBACKS OBSERVED PURSUANT TO THE RULE.
6, Attach Natural Resources Conservation Service maps demonstrating that the seasonal high ground water level is not within 2 feet of the ground
surface for each application zone, If the seasonal high ground water level will be within 2 feet of the surface or is undetermined, determine the
ground water level in one or more representative locations in each application zone prior to each application of residuals. Indicate these
locations on the map, If the seasonal high ground water level will be within 2 feet of the surface or is undetermined, describe what will be done
with any residuals that would have been applied to the site (storage, alternate application sites, etc.).
ALTERNATE SITES AVAILABLE WHEN PERIODS OF HIGH WATER TABLES RESTRICT LAND APPLICATION.
DEP Fonn 62.640.210(2)(a). effective 12101/97
Page 2
Item # 4
Attachment number 9
Page 3 of 26
7. Using an appropriate map such as a USGS topographic map, determine site slope and attach documentation of the slope determination
procedure used to demonstrate that land application zone slopes do not exceed 8 percent. If slopes exceed 2 percent in one or more land
application zones, attach a Conservation Plan prepared by or approved by the Natural Resources Conservation Service or a stormwater
management plan prepared in accordance with Chapter 62-25, FAC., by an engineer registered in Florida. The plan shall demonstrate that
suitable soil infiltration rates andstormwater control measures exist at the site to retain runoff generated by the 10-year recurrence interval
1-hour duration storm event. Berms shall be placed for this purpose if necessary.
Maximum Site Slooe <2 %
8. If residuals will be stored temporarily (30 days or less) at the application site, describe the provisions for storage: IT IS ANTICIPATED
THAT r.AKF RF~lnIIAI SWill RF I ANn~PRFAn ClN A nAil Y RASIS
If residuals will be stored for longer than 30 days (but not more than 2 years), attach documentation demonstrating that: a) the storage facilities
at the site are adequate for the rates of residuals generation by permitted wastewater facilities sending residuals to the site; b) all of the
residuals stored at the site, up to the capacity of the on-site storage facilities, can be land applied without resulting in an exceedence of
cumulative loading limits or agronomic rates; and c) a longer storage period is needed because of agricultural operations or climatic factors at
the site.
9. Describe the incorporation method and application technique to be used. FOR RESIDUALS REQUIRING INCORPORATION, A SPIKED
nRA~ Will RF IISFn FllII ClWIN~ I ANn APPIIr.ATIClN
10. If "other solids" as defined in Rule 62-640.200, FAC., will be applied to the residuals application site, describe the intended beneficial use and
method of aoolication: N/A
11. Is this site located in an area identified by statute or by rule of the Department of Environmental Protection as being subject to restrictions on
phosphorus loadings? D Yes ~ No
If yes, attach: a) documentation of the characterization of soil phosphorus as determined by site-specific soillesting including results of initial
soil testing performed before the first application of residuals to the site and a description of how subsequent soil testing will be accomplished
after the completion of each crop cycles or growing seasons but before residuals are applied for the next crop cycle or growing season; b) a
description of how the phosphorus content of all sources of phosphorus applied to the site will be accounted for in establishing residuals
application rates at the site; c) a determination of the agricultural phosphorus needs of crops grown at the site; d) a description of the
adequacy of measures that will be used to minimize or prevent water quality impacts that could result from sediment transport from residuals
application areas to surface waters; and e) a description of the capacity of the soil to hold phosphorus.
Part III . Agricultural Site Information
1. Describe how the use of residuals on this site is part of planned agricultural operations.
RESIDUALS BEING UTILIZED TO INCREASE SOIL FERTILITY AND TO INCREASE CATION EXCHANGE CAPACITY. FERTILIZER
VALUE ENHANCES CROP PRODUCTION AND MAXIMIZES CATTLE OPERATION
2. Determine the maximum allowable residuals nitrogen application rate using the nitrogen demand of the site vegetation.
a. Mark the following as appropriate:
Basis for determination of nitrogen demand:
~ Nitrogen loading table in Rule 62-640.750(2)(a), FAC.
D Recommendations of Natural Resources Conservation Service or Institute of Food and Agricultural Sciences (attach documentation)
D Other; identify (attach documentation)
Method used to determine maximum residuals nitrogen application rate:
~ Rule 62-640.750(2)(b)1., FAC. - The calculation method in Chapter 7, Environmental Protection Agency, Process Design Manual for
Land Application of Sewage Sludge and Domestic Septage.
o Rule 62-640.750(2)(b)2., FAC. - Other methods if approved by the Department.
Enter the maximum residuals nitrogen application rate in the table in part b. Attach a sheet(s) showing the calculations performed for the
rate as well as the other information entered in the table. Clearly indicate how the nitrogen assimilation rates are weighted for different
crops grown on the same zones at the same time or consecutively. Also indicate how contributions of nitrogen from other applied sources
are accounted for in the calculations.
DEP Form 62.640.210(2)(a), effective 12101/97
Page 3
Item # 4
b. Application Zone Infonmation:
Circle Cross Ranch - 2005 application zone data
Col1 Col2 Col3 Col4 Col5 'Col6 Col7 Col8 Col9 Col
Application zone 10# 7A 7B 10A 10B 10C . 10D 110 13A 13B 1l
Acreage of zone 26.1 37 17.9 25.8 4 9.5 4.4 50.5 100.1 17
Crop(s) grown on zone Bahia Bahia Bahia Bahia Bahia Bahia Bahia Bahia Bahia Ba
Nitrogen demand (Ib/aclyr) 200 200 200 200 200 200 200 200 200 2(
Max Nitrogen Application 406 406 406 406 406 406 406 406 406 4(
Rate (Ib/aclyr)
Max Residuals Phosphorus N/A N/A N/A N/A N/A N/A N/A N/A N/A N,
Application (Ib/aclyr)
Other Facilities Applying
Residuals in each zone.
,SEE
A TT ACH-
MENT
Date of initial application 2003 2003 2003 2003 2003 2003 2003 2003 2003 20
Cum. metals loading to date
Arsenic 0.06 0.05 0.08 0.06 0.04 iO.07 0.06 0.05 0.09 0.1
Cadmium 0.03 0.01 0.03 0.03 0.02 ' 0.1 0.01 0.02 0.03 0.(
Copper 6.4 4.2 7.7 7.2 7.9 ! 6.9 3.4 7 6.4 6.
Lead 0.67 0.19 0.51 0.3 0.29 .0.25 0.17 0.29 0.55 0.-
Mercury 0.01 0.00 0.02 0.01 0.02 iO.OO 0.01 0.02 0.02 0.(
Nickel 0.28 0.14 0.2 0.23 0.24 10.14 0.06 0.19 0.19 0.(
Selenium 0.05 0.02 0.07 0.06 0.06 0.05 0.30 0.05 0.06 0.(
Zinc 8.1 6.1 10.0 8.7 8.1 : 7.5 0.0 7.2 8.3 5.
Estimated remaining site life 680 681 680 680 681 .679 680 681 680 6E
(years)
. Baseline loading is cumulative loading since date of initial application.
Page 4A
Item # 4
b. Application Zone Information:
Circle Cross Ranch - 2005 application zone data
Col13 Col14 Col15 Col16 Col17 Col18 Col19 Col20 Col21 Cc
Application zone ID# 14D 15A 15B 18A 24A 24B 25A
Acreage of zone 6.3 41.7 34.3 11.7 81.2 24.3 151.1
Crop(s) grown on zone Bahia Bahia Bahia Bahia Bahia Bahia Bahia
Nitrogen demand (lb/acJyr) 200 200 200 200 200 200 200
Max Nitrogen Application 406 406 406 406 406 406 406
Max Residuals Phosphorus N/A N/A N/A N/A N/A N/A
Application (lb/acJyr)
Other Facilities Applying
Residuals in each zone.
SEE
ATTACH-
MENT
Date of initial application 2003 2004 2004 2004 2004 2004
Cum. metals loading to date
Arsenic 0.02 0.06 0.03 0.00 0.03 0.01 0.04
Cadmium 0.01 0.01 0.02 0.00 0.01 0.00 0.01
Copper 2.5 3.0 2.90 0.00 4.50 0.90 4.20
Lead 0.33 0.18 0.42 0.00 0.16 0.09 0.15
Mercury 0.01 0.01 0.02 0.00 0.01 0.00 0.01
Nickel 0.16 0.05 0.08 0.00 0.14 0.05 0.12
Selenium 0.05 0.04 0.05 0.00 0.04 0.03 0.03
Zinc 5.2 3.8 4.80 0.00 4.40 1.90 4.20
Estimated remaining 680 680 681 681 681 681 681
. Baseline loading is cumulative loading since date of initial application.
Page 4B
Item # 4
FROM H&H LSD INC / SO FL
FAX NO. 561 274-9092
Attachment number 9
Page 6 of 26
Mar. 19 2008 11:19AM P3
Part IV . Reclamation Site Information (if applicable)
1. Describe the oircumstances that have caused damage to the land and resu~ed in the need to perform land reclamation: NJA
? nAlll'lrihA the existino condition of the land: NI A
3. Describe how the use of residuals on this site will be part of planned land reclamation activities. N/A
4. Describe grading to be performed: (All site grading shall be completed before residuals application begins.) N/A
5. Describe the method of Incorporation into the soil that will be used: (The applied material shall be incorporated into the soil the same day as
applicanon, except tor Class A residualS.) NlA
6. Describe the type of vegetation to be established and the schedule for planting: (Seed or turf.forming grass shall be planted as soon as
possible, but in no case later than three months after the last application of residuals.) NlA
7. Describe the anticipated appliCatIon quantity (dry tons/acre): (The maximum allowable application Quantity is 50 dry tons/acre with such
application to be accomplished one time within a one-year period on any acre of the site.) NJA
-.,.-
Part V - certiflCatloll$
Permittee
The permittee certifies that helshe is familiar with and shall comply with the applicable requirements Of Chapter 62-640, FAC.; shall allow land
application of hislher residuals only on a site for which an Agrlcultural.Use Plan has been approved by the Depar1ment; and that the residuals to
be land applied shall meet the general criteria in Rule 62-640.700(1), F.A.C. and shall be treated to the standards as identified in this plan. The
permittee also certifies that he/she shall maintain a record of the total quantity of residuals land applied at this site and Will file with the
Department an annual summary of the residuals applied on this site, and that the residuals hauler and application site owner or manager have
been made aware of the provisions of this rule.
Signature of Permittee
1i~e
Date
aeopy of Chapter 62-640,FAC" and that the site informatio
OEP Fom16:10$40210(J)(.). elIecIlN 12AlW7
1';JQIl5
Item # 4
Attachment number 9
Page 7 of 26
INSTRUCTIONS FOR AGRICULTURAL USE PLAN
Thill form shall be completed in accordance with Chapter 62-640, Florida Administrative Code (F AC.), and submitted to the appropriate Department District Office with the application for a
wastewater permit for facilities which apply or intend to apply domeetio wastewater residuals to land for agricultural or reclamation purposes. A form must be completed for each site where
the faoIJlty's residuals will be land applied. If the appllcetion sites are mOdified or new application sites are to be used, a mOdified or new Agricultural Use Plan must be submitted with an
epplication for a minor parmlt mOdification in accordence with Rule 62-640.300(2), FAC. All applicable items must be completed in full to avoid delay in processing. ~ attached sheets (or
other technical dooumenlation) !Ire used In place of the blank space provided, refer to them In that space. All information is to be typed or printed in Ink. Faollities which produce Class AA
residuals in aocordance with Rule 62-640.850, FAC., are not required to complete this form and Class AA residuals may be distributed and merketed under the provisions of Rule 62-
640.850, FAC.
Part I. Facility Informltlon. .
Facility Name: Enter the name of the facility as It appears on the faolllty wastewater permit or permit application.
Facility Classlflcatlon: Check one block from each column as applicable.
Facility 10: Enter the facility identification number as it appeara on the ~lity wastewater permit.
Contact PersonlTltle/PhoneJFax: Enl8r the name and applicable information of the person who can be conteoted for questiona regarding the facility and this agricultural use plan.
Quantity of Residuals Generated Yearly: Enter the lo1al quantity of residuals generated or ~eoted to be generated by the faoJllty on a yearly basis. Check whether the entered quantity
is en actual observed amount or if it is an eetimated amount. Residuals management faollitiee shall enter the amount of residuals that will be treated on a yearly basis.
Resleluals Characteristics: Enter the arithmetio average for each parameter from the analyses of previous year of operatiOn for an existing facility or the predicted concentrations of each
parameter for a new faollity. All units are In dry weight basis except for total solids and pH.
Pathogen Reduction Class Provided: Enter the pathogen reduction olass provided by this faolllty. Choose only one.
Description of pathogen reduction method used: Briefly summarize theprocass used to achieve the above pathogen class. This should simply be abstracted from information
8lbmitled for the permittee's permit application or faolIity engineering report. A professlonel engineer's signature Is not required for this entry.
Vector Attraction 0 on Used: Mark the V AR tion used b thisfaclJ' for ite residuals. Choose on one from the Iable below.
ifm-"....;~f;< ir..;"" --; ,:' ^'.';;':lUdliC
Deserl on
o
n Number
1
2
3
4
5
6
7
8
Part n . Residuals Site Information
Site Name: Enter the name of the site that this agricultural use plen describes.
Site Classification: Identify the site as an agricultural site ora land reclamation slle.
Site AddresslCIty/StatelZJp: Enl8r the aotuaIlocatlon address of the site.
Site Coordinates: Enter the latltilde and longitude of the site in the degrees, minutes, seconds format Use the centroid of the site.
SectIonITownsblpiRangeJCounty: Enter the section, township, range, and county name. Section, township, and range can usually be found on a U.S.G.S. topographical msp.
Road Directions to Site: Enter the driving directions necessary to visit the site.
Site Owner: Enter the Iega/ nama of tha owner of the site.
Site ManIg8l': Enter the site manager's name if the site is managed by someone other than the C7tYl18l'.
OWnerJManlg&r Street AddresslClty/stateJZlplPhoneIFax: Enter the address and tefephone Information of the responsible person for the site.
r otal Ac:rllge of SIteIT 0111 Acreage to be Appllecl: First enter the entire acreage of the Identified site, then enter the sum of the acreages of all the application zones that will be used by
thls facility. Enter the acreages of each individual application zone listed In the table In Part /II, Item 2.b.
Site pH: Enter the pH of the site's soli, tested In .alocation that is representative of application zone(s).
County Sec:tlon Aerial Map with IdenUflcatJon of site features: Provide the county seclion aerial map in a legible form with the Indicated fllalures olearly Identified.
Site restrictions: Briefly descrbe the provisions made to ensure the site wUl meet the applicable site restricIions In Rule 62-640.600(3), F AC.
Seasonal high ground water Iew!: The ground water level shall not be within two feel of the soil surface when applying residuals. Natural Resource Conservation Servlce Maps may be
used to Indicate that the seasonal high ground water level Is not within two feet of the ground surface.Othelwlse, the ground water level shall be tested prior to application. Briefly describe
what provisJons win be made for any residuals that would have been applied if the test reveals that the ground water level Is within two feet of the solllurface.
Maximum lite slope: Detennlne the site's maximum slope. It may not exceed 8 percent and If greater than 2 peroen~ a conservation plan must be attached.
Residuals storage: Briefly descrbe any provlalont for temporary storage of residuals at the site.
Incorporation end application methods: Briefly describe the Intended method of Incorporation of the residuals Into the soil (if any) and methOd of application.
Other So/leis If "other solids" ara to be applied to the site, briefly describe the Intended benefiolal use.
Phosphorus sensitive areas: If the site illlooated In an area that hes bean Identified by the FIorlda Legislature as being subject to restrictions on phosphorus loadings, the plan must
address the information described in Rule 62-640.500(4), F AC.
Part III. Agricultural Site Information:
Description of residuals use In Igrlcultural operations: Briefly descnbe how residuals will be used in the agricultural operations of the site.
Determination of maximum residuals nitrogen application rate: Identify the basis for the nitrogen demand and any adjustments. Attach a sheet showing the aolual calculations
perfonned to determine the maximum allowable residuals nitrogen application rate. Enter the determined rates in the following Iable containing application zone Infonnation.
nc:nc_~c~n"'4n''''lV..' ..st..~,..4'l1l"'l.1f'I7
Item # 4
Attachment number 9
Page 8 of 26
Appllcatfon Zone Information - (table)
Application zone 10#: Each application zone shall have an alphanumerio identiflcation (i.e. 1, lA, or A, etc.) that will distinguish it from the other application zones at the site. This
identification will stay with the application zone indefinllaly since the application records and cumulative metals loading will be tracked by this Identification number. .
Application zonncreage: Enter each application ione's acreage.
Crop(s): Enter the primary crop(s) grown on each zone.
Nftrogen Demand: Enter the nitrogen demand in IbJacrelyear based on the crop(s) grown on each zone.
Maximum Residuals Nftrogen Application Rate In Iblacrelyear: Enter the rate determined In Part '". Item 2, part a, for each zone.
Maximum Resldullls Phosphorus Application Rate In Ib/acrelyear: Enter the rate if the zone is located In an area Identified by the Florida Legielature as being subject to restrictions on
phosphorus loadings.
Utt of any oth.r facilities that land apply residuals In each zone: List the names of any other parties who land apply residuals to this application zone.
Oat. of first regulated application: Enter the date thaI the tracking of the cumulative metals loading started. The tracking of cumulative metals loading starts with the first application of
residuals that waslls subject to regulation by either Chapter 62-640, F.A.C., or Tltie 40 Code of Federal Regulations Part 503, whichever Is earlier.
Cumulative metals loading to date for each zone: Enter the calculated cumulative loading of each of the listed metals for each zone.
Eetlllllted remaining lite life: Enter the estimated remaining site life for each zone based on the expected annual metal loadings to the zone.
Part IV . Reclamation Site Information
Need for land reclamation: Briefly describe the background of how the land became damaged and the need for land reclamation.
ExIstIng condItIOn of the land: Briefly descrlbe the current oondition of the site.
Rlllclual. and land reclamation actMUes: Briefly describe how residuals will be used In the land reclamation operations.
Grading: Briefly describe what grading will be needed on the site.
Method of Incorporation: Briefly deecrlbe how the residuals will be lnoolporated Into the soil. This shall be done on the same day as application for Class B reelduals.
Vegetation: Briefly describe what vegetation will be planted on the site and the schedule. .
Application quantity: Give the ellp8cled quantity of residuals that will be applied to the site In dry tons/acre (1 ton = 2000 Ill).
Part V . Certifications
Each party shall elgn In the appropriate seollons and enter the date of signature.
A professional engineer's signature Ie not required for the AUP. A professional engineer's signature may be required on applicable attached documentation to the AUP. For example, If the
site slopes exceed 2 percent and a stormwater management plan Is submitted that was prepared in accordance with Chapter 62-25, FAC., by an ergineer registered In FlOrida, then the
engineer's signature Is required on the stormwater management plan.
Item # 4
~PS
SLUDGE'
STEURIZING
SYSTEM
~klrE~~
Attachment number 9
Page 9 of 26
~(.\ s\udge D/s/J
, o..~' . 06'
V H & H f$)/
Inc.
P.O~ Box 609 · Ft. White, Florida 32038 · (800) 653-0386
Si te User Statement
.'1 certify, under penalty of law, tha1; the management practices
EPA503.14, the site restrictions in 503.32 b(5), and 1;he Vector
attraction. reduction requ~remen1;s in 503.33(b)(10), and DEPRule
62-640-200 F.A.C. have beenme1; for each s11;8 on which liquid or
bUlk sewage sludge Is applied.' This de1tetmination bas been made ....
'. under mY direction and~sion in accordanCe with '1;he system
designed. to en8\lI'e tha1; qualified. t:iersonnel properly gather and
evaluate the information used 1;0 determine 1;hat the management
practi~s an~. si 1;8 restrictions haVe been met.
. I am aware that thareare significant penalties tor 'false ,.
oertification inCluding t~ Possibility of fines and imprisonment.
.
Rick D. Hacht, President
Item # 4
SPS
SLUDGE.
PASTEURIZING
SYSTEM
~EC~CLI~~ W AS1
INT A RE DURC
\6 Sludge !Ji8~
. o..U- O\S'
V H & H ~/
Inc.
Attachment number 9
Page .1 Oof 26
P.O. Box 609 · Ft. White, Florida 32038 · (800) 653-0386
Landowner Consent Agreement
The undersigned hereby consents to the land application ofbiosolids on their
properties for the beneficial reuse of nitrogen, organic material and nutrients
pursuant to all applicable laws and regulations in the State of Florida.
Ranch/Farm Name: C/~c.I€,) -Ct.cI>S CA/~/e Cb.
Owner/Agent Name: C A~et( . L",rlVe L/~)'-Kf'Y
Address: i'itJ / SAJ1 kC"P 12.~ City/State: It:t t.e lua{(!$, FL
~ 01_ -;J p.r7 3 3i~~ U
Phone: 9'69- '" Site Location: tU. '-Ak tdo/.eJ "
If~ ,C41.4/1, kJ ()4J1i A1Uf/~r M..
Total Acres: 167r MIt...eS County: P<::}/k Cou.cJ1Y
1. I understand the following conditions as set forth by the Florida Department of
Environmental Protection as applicable: (Rule 62-640.6 F.A.C.)
1. Cattle and other grazing livestock shall be restricted from biosolids-
amended pastures for a period of thirty (30) days after last application.
2. Food crops with harvested Parts that touch the residuals/soil mixture and
aretotal1y above the 18iidStiifaeesfuillriot be IjaiVestedfo! fourteen (14)
months after the last application of residuals.
3. F oed crops with harvested parts below the surface of the land shall not be
harvested for twenty (20) months after the last application of biosolids
when the residuals remain on the surface for four (4) months or longer
prior to incorporation into the soil.
4. Food crops, feed crops, and fiber crops shall not be harvested for thirty
(30) days following the last application ofbiosolids.
5. Sod which will be distributed or sold to the public or used on unrestricted
public access areas shall not be harvested for twelve (12) months after the
last application of biosolids.
6. Biosolids shall not be applied with 300 feet of a building occupied by the
general public. This may be reduced to 100 feet if the biosolids are
injected into the soil.
II. H&H L.S.D., Inc. as the Applicator, agrees to perform all land-application
operations in a conscientious manner and to abide by all Federal, State, andlocal
regulations as they apply.
III. It is understood that this is a joint effort by both parties to utilize a valuable
resource in a beneficial reuse program.
Page I of2
Item # 4
Attachment number 9
Page 11 of 26
IV. It is lUlderstood that this agreement is exclusive to the lUldersigned and to H&H
L.S.D, Inc. and that no biosolids may be accepted from other parties during the course of
the land-application term. The agreement may, however, be terminated by either party by
giving 60 days written notice to that effect to the other party. H&H can not effectively
direct and operate a land;..application program if other Applicators are permitted to
perform similar, simultaneous operations on the same parcel.
V. I have read the local conditions of any COtUlty and/or City Ordinances. I give my
pennission and approval to H&H L.S.D, Inc. to land apply residuals or biosolids to the
conditions set forth in the Ordinance.
VI. The term of this consent is for 6" year(s) from the date of execution.
/1AJJ~~
H&H Liquid Sludge Disposal Inc.
/;/ ~
~~
') Jjclif"r
Date /
3P;;./as
, r'
Date
Page 2 of2
Item # 4
.\ttsel""ellll.tJFflser G
Page 12 of 26
,,:..) @) I
jj N
I
:; I
;:~
;'~
r..
J
."-;,J
;~
~..
~
I .!!
i Qj
..
I ...
~
~ If)
.....
POLK COUNTY,
o
J -: ".
..~.~.
~
8
0
N
~
0
0
0
'"
~ 8
....
0
0
0
If)
~.'"".~:~'"; i"" 'l,,;,~~d:'~:'-r :.r;.'.'f':!1{:,jlm}:~\.1~":1, ',. :'1;.....Ii~..-",.~...\....'\..:....loI\;.:.~.lC:'I";"~:r:"I.'f~~'~'U"'IT."~or:
Polk County, Florida
'I'"'T'\-~..., ............,..___II...J;_R. -. -..-.--
TABLE 17.--S0IL AND WATER FEATURES
Attachment number 9
page 13 of 26 -
217
["Flooding" and "water table" and terms such as "rare," "brief," "apparent," and "perched" are explained in the
text. The symbnl > means more than. Absence of an entry indicates that the feature is not a concern or
that. data were not estimated]
I I
, I
Map symbol andlHydro-1
soil name I logicl Frequency
I group I
I I
I I
" ,
" I
2--------------1 A INone-------1
Apopka I I I
" I
1 I I
3, 4-----------1 A INone-------1
Candler I I :
" ,
. I I ,
5-----~--------1 BID INone-------:
EauGallie I I I
'I ,
. " I
6--------------1 D INone-------!
Eaton I I :
I I I
C2 " ,
7 ---------~--l BID INone-------,
Pomona I I I
I I I
I I I
8-------~------1 D INone-------1
Hydraquents:: I
I I ,
I I ,
9--------------: BID INone-------:
Lynne I I I
I I 1
I I I
10-------------1 BID INone-------,
Malabar I I
r I
I ,
11. I I
Arents-Water i I
I I
I I
12-------------1 A INone-------
Neilhurst : I 1
~--:------~-! BID iNone-------l
~amsula I" I
I I
I I
INone-------1
"' I
I I
, ,
I I
INone-------1
I
I
I
I
I
I
I
I
I
I
I
I
BID iNone-------
I
I
Myakka-------- BID I None-------
I
,
I None-------
I
I
I
I
INone-------
I
I
I
r
BID lNone-------:
I I
I I
I I
I 1
14------~------
. Sparr
15-------------
Tavares
I
I
I
I
1
~ I
17: I
_ yrna--------I
,
16.
Urban land
19-------------
Floridana
20-------------
Fort Meade
~~~~~~~-----!
I
I
Flooding
I
I Dura-
l tion
I
16-20
: Risk of corrosion
I I
I I
:Uncoated :Concrete
I steel :
I I
I I
I I
lModerate lHigh.
I I
I I
1 I
I I
ILow------:High.
, I
I I
I I
I I
IHigh-----:Moderate
I I
I I
, 1
1 I
IHigh-----IHigh.
I I
, I
I ,
I I
IHigh-----IHigh.
, I
1 1
, ,
I 1
IHigh-----ILow.
, I
I I
I ,
, I
IHigh-----IHigh.
I ,
, I
, ,
, I
IHigh-----11ow.
, I
, ,
I 1
, 1
, ,
, I
I ,
, ,
I I
, ,
I Low------IHigh.
1 ,
, I
, I
, ,
30-36 IHigh-----IHigh.
, I
, ,
I I
I ,
IModerate IHigh.
I ,
I I
, I
, ,
ILow------'High.
I
I
,
,
1
I
1
,
I
I
,
,
lHigh-----,High.
I ,
I I
IHigh-----:High.
, ,
I I
IModerate :Low.
1 ,
I I
I I
I ,
ILow------iHigh.
I I
I I
I I
I I
iHigh-----IHigh.
, ,
I I
I ,
I I
Hicrh water table Subsidence
I I I
I I ,
I Months Depth Kind 'Months Initial I Total
I I
, I
Ft In I In
I
I
I
>6.0 I
I
,
,
I
I
>6.0 I
I I
1
I
0-1.0 ,Apparent I Jun-Oct
r ,
.1 1
, I
, , I
+2-0 IApparentIJun-Feb:
1 I ,
, , I
1 I I
, , ,
0-1.0 I Apparent I Jun-Oct I
I I ,
, I ,
I 1 I
I I I
+2-0 I Apparent I Jan-DecI
, I I
, I I
, , I
, , ,
o-l.OIApparentIJun-Oct:
, , ,
, , I
I , ,
, , 1
O-l.O'Apparent'Jun-Nov'
>6.0
c
..1 I
I +2-0 ,Apparent I Jan-Dec I
, I -, ,
I , I ,
, , I 1
, , . , ,
Il.5-3.5:ApparentIJul-Octl
I , I I
, 1 I ,
, 1 , I
I I , ,
'3.5-6.0 I Apparent 1 Jun-Dec I
I ,
, I
I ,
I ,
r I
I ,
I r
I I
, I
I I
I I
, 1
O-l.OIApparent/Jun-Oct
I ,
, 1
O-l.O:Apparent:Jun-Oct,
I I I
I , I
+2-0 I Apparent iJun-Feb I
1 I I
I , I
, r I
I I I
>6.0 : : I
I I I
I I I
I I I
I I r
0-1.0 IApparentiJun-Oct i
I , ,
I I I
I , r
I I I
A
D
A
-
I
I
I
,
I
I
" ,
I
I
I
,
r
J
J
I
Item # 4
218
TABLE l7.--50IL AND WATER F~~TtmES--Continued
Attachment number 9
Page 14 of 26
Soil Survey
i f Flooding
Map symbol andlHycro-1 i
soil name i logic: Frequency I
IgrouD I I
I I I
1 1 I
I I 1
I I I
22-------------1 C INone-------1
Po me 110 I I I
, I
I I
23------------- BID INone-------1
Ona I I
1 I
I I
iFrequent---IVery
I I long.
I 1
I I
I I
I 1
INone-------'
I
,
INone-------
I
I
I None--.;.----
,
I
I
I
I None-------
,
1
I
,
INone-------,
I I
I I
I I
I I
BID INone-------1
I I
I I
, I
I I
INone-------1
I ,
1 1
'1
I
BID I None-------
1
I
,
I
I None-------
I
I
I
I
INone-------,
1 I
I 1
I 1
I ,
BID INone-------1
I I
1 1
I I
I I
INone-------1
1 I
I 1
I I
I I
I Frequent---IBrief
I I
1 1
I I
1 I
INone-------'
,
I
I
1
I
I
1
I
I
I
40------------- BID I None-------
Wauchula I
,
I
BID iNone-------
I
I
1
,
BID :None-------
I
I
I
1
High water table :
I I I
I 1 I
Kind IMonths I Initial ,
I I
I I
. i i In
I I
I I I
2.0-3.S/ApparentIJul-Novl
I I I
I I ,
I I 1
I I I
0-1.0 iApparent I Jun-Oct i
I I I
I I I
I I I
I I 1
0-1.0 lApparentiJun-Nov I
I I
I 1
I 1
I 1
I 1
I I
+2-0 IApparentlJun-Mar
I 1
I I
+2-0 I Apparent I Jun-Feb
I I
'1 I
2.S-5.0IApparent'Jul~Oct
I
I
,
I
>6.0 I
I
1
I
I
>6.0 I
1
I
1
I
o-l.OIApparent,Jun~Nov,
I I 1
I 1 I
I I I
I I ,
2.0-3.5 I Apparent I Jun-Nov I
I 1 I
I I I
I I I
1 1 I
+1-0 I Apparent I Jan-DecI
I I 1
I I I
I I I
1 1 ,
+2-0 I Apparent I Jun-FebI
I I I
I I I
I 1 I
I , I
+2-0 I Apparent I Jun-MarI
I 1 I
I 1 I
I I I
I I I
I +2-0 I Apparent I Jan-Dec I 16-24
I I I I
I I I I
I I I I
I I I I
I +2-0 I Apparent I Jun-FebI
I I 1 ,
I I I I
I I I I
I I I 1 I
I Jun-NovI 0-1.0 I Apparent I Jun-Feb I
I 1 , 1
I I I 1
I , I ,
I 1 I ,
l2.0-3.S:ApparentiJuI-Octl
I 1 1 1
I 1 1 1
1 I I I
I 1 1 I
I I 1 I
I I I
1 I 1
1 1 I
1 1 1
I I ,
O-l.O:ApparentIJun-Octi
I 1 I
1 I 1
I I I
I I I
0-1.0 I Apparent iJun-Apr I
I I I
I I I
I I ,
, I I
O-l.OiApparentIJun-Feb:
I , I
I I I
1 , I
I I 1
24------..;------
Nittaw
36---------:----
Basinger
37-------------
Placid
38-------------
Electra
39.
Arents
41-------------1
St. Johns :
,
- I
42-------------:
Felda I
I
I
D
D
D
c
A
A
c
D
D
D
D
C
I
I
Dura- 'Months
tion
Depth
Subsidence
Ft
Jun-5epl
I
I.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
, .'
I
I
I
I
1
I
I
Total
I Risk of corrosion
I I
I I
iUncoated iConcrete
: steel:
I I
I ,
1 I
I I
iLow------IHigh.
I 1
I I
1 1
I I
iHigh-----IHigh.
I I
I I
I ,
1 I
IHigh-----iHigh.
1 I
I I
I I
, 1
1 I
I ,
lHigh-----iHigh.
I I
I I
IHigh-----IHigh.
I I
, 1
IHigh-----1High.
I 1
I 1
I 1-
:Moderate IHigh.
I I
I I
I I
I I
ILow------IModerate.
I I
I 1
I I
I I
IHiqh-----IModerate.
I I
I I
I I
I I
ILow------IModerate.
I I
I ,
I I
I I
IHigh-----:High.
I I
I I
I I
I ,
IHiqh-----IModerate.
I I
I I
I I
1 . I
IHigh-----IModerate.
I ,
I I
I I
I I
IHigh-----IHigh.
I I
I ,
I 1
1 1
IHigh-----IModerate.
I I
I 1
I I
I I
'High-----IHigh.
I
1
I
1
Low------iHigh.
1
I
I
1
1
I
I
I.
I
1 .
,High-----IHigh.
1 1
1 ,
I I
I ,
IHigh-----iHigh.
1 I
I I
1 ,
I I
IHigh-----:Moderate.
I I
I I
I I
I I
In
24
>52
Item # 4
....
220
Floodina
TABLE l7.--S0IL AND WATER FEATURES--Continued
I I
I I
Map symbol andlHydro-i
soil name 1 logic: Frequency
: group :
I I
I I
I I
I ,
61: I:
Arents--------l B INone-------
I I
I I
, I
I I
I ,
, I
62---------~---: BID INone-------
Wabasso I :
, I
I I
63: I I
Tavares-------l A INone-------
I ,
I I
I I
I I
I I
I I
64: I I
Neilhurst-----l A INone-------,
I I I
I I I
Urban land._ I: I
I I I
I' I
66: I I I
Fort Meade----l A INone-------1
I' I
I I I
'I ,
I I I
I I I
I I I
67-------------1 BID INone-------1
Bradenton : I I
I I I
I I I
I I I
I' I
I I I
I I I
I I I
I I I
70-------------1 A INone-------1 ---
Duette I I I
I I I
1 I I
72: I I :
Bradenton-----I D IFrequent---IBrief
I' I
I I I
Felda---------I BID IFrequent---IBrief
I 1 I
I I I
Chobee--------l BID IFrequent---IVery
I I I long.
I I 1
I I I
1 f I
I I I
I 1 I
I I I
I 1 I
I I I
74-------------1 C INone-------1
Narcoossee: I I
I I I
I I I
75-------------1 BID INone-------1
Valkaria I I I
I I I
I I I
76-------------1 A INone-------1
Millhopper I I I
~~;~;~~;-----l C !None-------:
. I I
I I
78-------------: D IRare-------
Paisley I I
, I
I I
80--~~---------1 BID iFrequent--- Very
Chobee I I long.
I I
I ,
Urban land.
Urban land.
Urban land.
68.
Arents
73.
Gypsum land
Attachmert nllmhAr 9
Page 15 of 26
Soil Survey
High water table , Subsidence
I
I I I I I
I , I I I
I Months Depth I Kind : Mon ths I Ini tial' Total
I
, I , I
I I I ,
I Ft I . I In In
I I I I
, I I I
I , I
I I I
f I I
2.0-3.0 I Apparent I Jun-Novl
I , I
I I I
I I. I
I I I
I I I
, , I
0-1.0 I Apparent I Jun-Oct I
I I I
I I I
I 1 I
I I I
I , I
I I 1
3.5-6.0 I Apparent I Jun-Dec I
Dura-
tion
>6.0
I
I
I
I
I
I
I
I
,
1
I I
0-1.0 I Apparent I Jun-Oct ,
I J I
I 1 I
I I I
I I 1
I I I
I I I
I I I
I I I
I I I
1 I I
4.0-6.0 I Apparent I Jun-Oct I
I I 1
I 1 I
I f I
I I I
I I I
I I I
1 Jun-Nov I 0-1.0 I Apparent I Jun-Dec I
I I I I I
I I I I I
I Ju1-FebI 0-1.-0 I Apparent I Jun-FebI
I I I I I
I I I I I
I Jun-FebI 0-1.0 I Apparent I Jun-Mar I
I' I I I
I 1 I I
I I I f
I I : I
I I 1 I
I , f I
I I I I
I I I I
I I , I
12.0-3.5IApparentIJun-Novl
I I I I
I I I I
I I I I
I I I I
, O-l.OIApparent:Jun-Febl
I I I
I I I
I I I
I I I
3.5-6.0IPerched I Jul-Dec1
I I I
I 1 I
I 1 I
I I 1
1.0-3.5IApparent:Jun-Nov:
I I I
, , I
I I I
, I I
O-l.OiApparentIJun-Nov:
I I I
I I I
I I I
, , I
0-1.0 I Apparent I Jun-FebI
I I I
I I I
I , I
I I I
I
I
f
1
I
I
I
I
I
I
I
I
I
,
I
I
I I
lJun-Febi
I I
I I
I I
I ,
>6.0
.....
I Risk of corrosion~
I I
IUnc6ated IConcrete
: steel:
J I
I I
I I
I J
I I
IHigh-----IHigh.
, I
I I
I I
I I
I I
I I
IModerate IHigh.
I I
I ,
I I
I I
I I
I I
ILow------IHigh.
I I
I I
I I
I I
I I
I I
, I
I I
ILow------IHigh.
I I
I f
I I
I I
I . ,
I ,
'I I
I I
ILow------:High.
I I
I I
I I
I I
f I
I I
IHigh-----ILow.
I I
I I
I ,
I I
I f
I I
I I
I ,
I I
I I
ILow------IHigh.
I 1
I I
I I
I I
I I
I ,
I High-----ILow.
I . I
I I
IHigh-----IModerate.
I I
I I
1110derate :Low.
I I
1 I
I I
1 I
I I
I ,
I I
, I
, ,
I I
iModerate IHigh.
1 1
I I
I ,
I I
IHigh-----IModerate.
I 1
I I
I I
I I
ILow------IModerate.
I ,
I I
I I
I I
I Low------l Moderate.
I I
I r.
I I
I ,
IHigh-----:Moderate.
, I
I I
I I
I I
: Moderate : Low..
I I
I I
I I
1 I
Item # 4
.".
=: ~ County. Florida
., ':;' : :.-,s of the site, and maidencane is dominant in
~_.:;- ,', ::::2r parts. Other desirable forage includes
. ~., _:=~. bluejoint panicum, sloughgrass, and low
~~:: . ;i\S. Periodic high water levels provide a much
~~.;;;.:: natural deferment from overgrazing. If
.::;:s~:ve grazing occurs, common carpetgrass, an
"1":- :::.;ced plant, tends to dominate the drier parts of
.-= ~ :e.
, 7"s soil is severely limited as a site for most urban
_:::s :2.:ause of the ponding.
j'-: :a:::ability subclass is Vllw.
0omona fine sand. This poorly drained soil is in
~reas on flatwoods. Areas of this soil range from
: :c saveral hundred acres. Slopes are smooth to
. ::r.cave and are 0 to 2 percent.
Tyc1cally. this soil has a very dark gray fine sand
s~r'ace layer about 6 inches thick. The subsurface layer
~ a :epth of about 21 inches is sand. It is light
:rcv.r-ish gray in the upper part and light gray in the
\:voer part. The subsoil to a depth of about 26 inches is
u.-\ recdish brown loamy fine sand. Below that is very
:.1.'e trcwn and light gray fine sand to a depth of about
.:.a :r.ches. light gray fine sandy loam to a depth of
:"''''Cl..:t 60 inches, and light gray sandy clay loam to a '
et:tt: cfabout73 inches. The underlying material is
. ,!y.: s;ray loamy sand to a depth of at least 80 inches.
:~,' Ir.c!uded with this soil in mapping are small areas of
~a. Myakka. and Wauchula soils. Smyrna and
":"'ral(lIa seils do not have a loamy subsoil. Wauchula
i:.:1Cls are similar to the Pomona soil. The included soils
~'~e up about 5 to 15 p~rcent of the mag. unit.
~~~.... 11'olS Pomona soil has a seasonal high water table
~-~ 12 inches of the surface for 1 to 4 months during
.~~.~ years. The available water capacity is low.
:'-~a.bllity is moderate or moderately slow in the
.:-.~ p.art of the subsoil.
~-~.--\lc:s1areas of this soil are used as rangeland or
~i~. In. scn:e.areas where water management is
~~. thiS sOil IS used for citrus, improved pasture,
.~' . ~ creps. The natural vegetation is mostly saw
..~. slash pine. long leaf pine, South Florida slash
~'i.~nd threeawn, chal~y biuestem, fetterbush
,;)=?-''rt ,gaIlcerry. and low panlcums. .
~~t and droughtiness are very severe limitations
:::.~ Cl.lltrvated crops. The number of suitable crops
;'i~~Jess very intensive water and soil
~'-'Joi.c.n rot I=rac:ices are used. If good water-control
;f~'C3n ~cv;r.g rr.e~sures are used. some yegetable
;;;.~'txc.e gown. T1'1e water-control system must
tJ:,"''''"~ ~s Water in wet periods and provide water
!Iff ".....~ III dr',! pe' d C
"'.J~:. .\0 s. rop rotations should keep
.r.......-.
~1~ ~.;.
..",
25
close-growing, soil-improving crops on the land three-
fourths of the time. Crop residue and soil-improving
crops help to maintain organic matter content and
protect the soil from erosion. Seedbed. preparation
should indude bedding of the rows. Fertilizer and lime
should be added according to the needs of the crop.
Unless intensive management practices are used,
this soil is poorly suited to citrus. A carefully designed
water control system is required. Citrus trees should be
planted on beds. and a plant cover should be
maintained between the trees. Fertilizer and lime are
needed.
This soil is well suited to pastures of pangolagrass,
improved bahiagrass, and white clover. Water-control
measures are needed to remove excess surface water
after heavy rainfall. Fertilizer and lime are needed, and
grazing should be controlled to prevent overgrazing and
weakening of the plants.
Typically, the South Florida Flatwoods range site
includes areas of this soil. The dominant vegetation is
scattered pine trees with an understory of saw palmetto
and grass. If good grazing management practices are
used, this range site has the potential to produce
significant amounts of creeping bluestem, lopsided
indiangrass, chalky bluestem, and various panicums. If
range deterioration occurs, saw palmetto and pineland
threeawn are dominant.
The potential productivity for pine trees is moderately
high. The major concerns in management are seedling
mortality, plant competition, and the equipment use
limitation during periods of heavy rainfall. South Florida
slash pilTe and slash'.pine are the best trees to plant.
This soil is severely limited as a site for urban
development because of the wetness. The high water
table interferes with proper functioning of septic tank
absorption fields. The absorption fields can be elevated
by adding fill material. To overcome the problems
caused by wetness on sites used for buildings or local
roads and streets, a drainage system can be installed to
lower the high water table or fill material can be added
to increase the effective depth to the high water table.
The wetness and the sandy surface are severe
limitations affecting recreational uses. A water-control
system is needed to keep the high water table below a
depth of 2.5 feet. Suitable topsoil or pavement can be
used to stabilize the surface in heavy traffic areas.
The capability subclass is IVw.
8-Hydraquents, clayey. These soils occur as areas
of slime (colloidal clay). a by-product of phosphate
mining. The slime has been pumped into holding ponds.
These ponds have standing water, and the soH strength
Item # 4
..".
Attachment number 9
~~t:l~'l?l'l!f~'I!!.=):!Zm:~"""'l4:.""~....",^,,,",r,"'-""""""''''''''''''''''''''''-'''"''''''1!P'd1llfTrffi''~
= __ ~ County Florida
-- :: soil is poorly suited to citrus; however, if a well
'.:" :"2': irrigation system is used, this soil is
:.-.-.~ .::2 v well suited. A ground cover of close-growing
_ :'::'~ :::"c'uld be maintained between the trees to
: :~... sd blowing in dry weather and water erosion
:: :'..:rc. rai'nfall. Fertilizer and soil amendments are
_~.:.::.::;;: -to maintain plant vigor.
-:.. s scil is moderately well suited to pastures of
_ ,-.:::acrass and bahiagrass. Lime and fertilizer are
:;::2:.-To establish pasture plants, the grass should
_,: : a-~~.j during the rainy season or irrigation should
..., _S::.
- - 7-2 :.:::ential productivity for pine trees is moderately
....:~. ::~;::erimental plantings of pine have shown good
;~;"\:~' The potential for commercial production is
~.:.:;~a:e. Major concerns in management are the
~::,;';:~ent use limitation, seedling mortality, and plant
~r:":;e:ition. Slash pine, SOl,Jth Florida slash pine, and
'er..;:eaf pine are the best trees to plant.
This soil has only slight limitations affecting most
ir:a~ uses including septic tank absorption fields.
~::age is a severe limitation affecting sites for trench
roC area sanitary landfills. The sidewalls and bottom of
::e:"ch sanitary landfills should be lined or seal.ed.
~-so:e investigation of building sites is recommended
t<<.a:.:se of different reclamation methods.
!r.e sandy surface is a severe limitation affecting
. ~ea!ic'nal uses. The soil must be stabilized to
;. C\'tl'tcme this problem.
X.i- The capability subclass is Vis.
~:~samSUla muck. This very poorly drained,
':":"~..ic sciL is in swamps and marshes. Areas of this
~rtoi range from 30 to several hundred acres. Slopes are
:~ ~~ and are less than 2 percent.
~,.~---TyptCally. this soil is black to dark reddish brown .
.~~ to a depth of about 31 inches. The underlying
..~ !'!'~.alls sand to a depth of at least 80 inches. It is
:.~ in tr.e upper part and dark grayish brown in the
".~pan.
" ~ lrQ.lced with this soiiIn mapping are Hontoon and
.: SC~ls. H.ontcon salls are similar to the Samsula
_.~P'iaod seds are sandy. The included soils make up
; .,'", .10 to 20 percent of the map unit. .
~;~;;~ SamSula soil has a seasonal high water table at
;j/~'~~ the surface except during extended dry
~A~ ~ea: o~ flood pla.ins are subject to frequent
;;;-...~. W_II c:s to pondlng. The available water
:f~:i;,:;."I':r.'';''- IS high. Fermeability is rapid.
t-.....~ natl;raf vef"-t " ,
"'"'6<....-. . ;,::.2licn IS mostly lobi II b- d'
; ":--nrIU. tee _' 0 y ay gor onla,
:;~~ pl'l'1;7~c'e, blackgum, and othe,r water-tol.erant
!;::::::':."':!:~:::...:;" ees. The ground cover IS greenbner
~7~;;:;;~~~.~; .. '
r;~w'"; 't,1 :
~)1i"~.' ... \f~1:.-'
..",
29
fern, and other aquatic plants. Aquatic plants are
dominant in many areas.
Wetness is a severe limitation affecting cultivated
crops. Under natural conditions, this soil is not suitable
for cultivation, but with adequate water control it is well
suited to most vegetable crops. The water-control
system should remove water when crops are on the
land and keep the soil saturated with water at other
times.
This soil is not suited to citrus.
If adequate water-control measures are used, this
soil is well suited to pastures of pangolagrass,
bahiagrass, and white clover. Grazing should be
controlled to maintain plant vigor and good ground
cover. Fertilizer that is high in potash, phosphorus, and
minor elements is needed along with lime.
Typically, the Freshwater Marshes and Ponds range
site includes areas of this soil. The dominant vegetation
is an open expanse of grasses, sedges, rushes, and
other herbaceous plants in areas where the soil
generally is saturated or covered with water for at leas!
2 months during the year. If good grazing management
practices are used, this range site has the potential to
produce more forage than any of the other range sites.
Chalky bluestem and blue maidencane dominate the
drier parts of the site, and maidencane is dominant in
the wetter parts. Other desirable forage includes
cutgrass, bluejoint panicum, sloughgrass, and low
panicums. Periodic high water levels provide a much
needed natural deferment from overgrazing. If
excessive grazing occurs, common carpetgrass, an
introduced plant, tends to dominate the drier parts of
the site.
This soil is not suited to pine trees beca:use of the
excessive wetness and the ponding.
This soil has severe limitations affecting septic tank
absorption fields, building sites, and local roads and
streets. Special measures are required to overcome the
excessive wetness. If this soil is used for urban
development, the organic material needs to be
removed, the area should be backfilled with suitable soil
material, and water-control measures must be
established.
Excessive wetness and organic matter content are
severe limitations affecting recreational uses.
The capability subclass is Vllw.
14-Sparr sand, 0 to 5 percent slopes. This
somewhat poorly drained soil is in areas of seasonally
wet uplands and knolls on flatwoods. Areas of this soil
range from about 10 to 40 acres. Slopes are smooth.
Typically, this soil has a dark gray sand surface layer
Item # 4
p~~~~iI!.";J~r1Wfti!~~<:<ii:1""""""''''''''''''''_'''''''''''-''''''''''''''''fl'''''''''''B''''''''''''''''''''''~'''
-
Attachment number 9
I .....::;1...... Iv VI LoU
=:\ County, Fiorida
-:--2 "nd threeawn. creeping bluestem, lopsided
-_.: c' - ;rass, hairy panicums, low panicums. and purple
-" -=: ~.os.
. 7~.o sail has severe limitations affecting most
. : " a:ed crops. Drqughtiness and rapid leaching of
:~:_: nutrients limit the choice of plants and reduce
: ~e~:ial yields of suitable crops. If the high water table
.,,' :e:ween depths of 40 and 60 inches, it supplements
.:", 'cw available water capacity by providing water
:~:::.;ch capillary rise. In very dry periods, the water
;a: e -':'':os well below the root zone and little capillary
,\a:e' :: available to plants. Soil management should
rc;..:e roW crops on the contour in strips with close-
;'c.,\.r.g cropS. Crop rotations should keep close-
-.c.....,r.c crops on the land at least two-thirds of the
" ~
:~e. Fertilizer and lime are needed for all crops. Soil-
~;:rcving cover crops and all crop residue should be
'-e't cn'the ground to protect the soil from erosion and to
~alr.tain organic matter content. Irrigation of high value
::c;:s generally is feasible where irrigation water is
reaciiy available.
In places that are relatively free from freezing
~~~;::eratures, this soil is well suited to citrus. A good
;.--:t;r.d cover of close-growing plants is needed
~~...een the trees to minimize erosion. Fair yields can
!"C~ally be obtained without irrigation, but optimum
r~s generally are feasible where irrigation water is
.. rtac1lyavailable. Fertilizer and lime are needed.
.... ., This soil is well suited to pastures of pangolagrass,
',rc:.astal bermudagrass, and bahiagrass. White clover
~. ~ !especeza also produce good yields if fertilizer and
~.Jme are used. Controlled grazing is needed to maintain
;~~us plants for maximum yields.
~~..::'J'~ically. the Longleaf Pine-Turkey Oak Hills-range
~::.~~ It'.Cludes areas of this soil. The dominant vegetation
;;c~ b-~Ieaf pine and turkey oak. Because of the rapid
<'~ent of plant nutrients and water through this soil,
I ~aJ fertility is low. Forage production and quality are
:.::.:~' ar.d cattle do not readily use this range site if
'~. ~ ~es are available. Desirable forage includes
';,~~.g bluestem. lopsided indiangrass. and low
,.~s.
;~~~tent!al prOductivi~y for pine trees is moderately
~.~ . . major .c~nc~rns In management are the
~. . .~ itmt use limitation, plant competition, and
;f;~~ mQrtality. Longleaf pine, South Florida slash
~;j;'~ SI~Sh pine are the best trees to plant.
t~IitCi~SS ISj a rr:ccerate limitation affecting septic tank
~~. " fie.cs. Ground water contamination is a
~:ll':.'j''; .hl!;h ce:.s,ty areas because of poor filtration.
li',,~-~ IS a se'lc'e I' 't . .
~:~:~,:::;~ .. -. Iml atlon affecting sewage
~..h""""'~""
31
lagoons and sanitary landfills, and the sidewalls should
be sealed. Limitations affecting sites for dwellings
without basements, small commercial buildings. and
local roads and streets are only slight.
The sandy texture is a severe limitation affecting
recreational development. Suitable topsoil or pavement
can be used to stabilize the surface in heavy traffic
areas.
The capability subclass is Ills.
16-Urban land. This map unit consists of areas that
are more than 85 percent covered by buildings, streets,
houses, schools, shopping centers, and industrial
complexes. Urban land is mainly in larger towns and
fringe areas. Open areas include lawns and
pl?ygrounds. Because soils in urban areas have been
reworked, they can no longer be recognized as a
natural soil. Fill material has been added in wet areas
to alleviate water problems, or soil material has been
excavated to blend with the surrounding landscape.
Neither a capability subclass nor a woodland
ordination symbol has been 'assigned to this map unit.
~ Smyrna and Myakka fine sands. This map unit
c IStS of poorly drained soils in broad areas on
flatwoods. It is about 55 percent Smyrna soil and 40
percent Myakka soil, but the proportion varies in each
mapped area. Areas of each soil are large'enough to be
mapped separately, but because of present and
predicted use, these soils were mapped as one unit.
Areas of these soils range from 10 to seve'ral hundred
acres. Slopes are smooth to con<?ave and are 0 to 2
percent. .
Typically, this Smyrna soil has a black fine sana
surface layer about 4 inches thick. The subsurface layer
is gray fine sand to a depth of about 12 inches. The
subsoil is dark brown and brown fine sand to a depth of .
about 25 inches. Below that is very pale brown fine
sand to a depth of about 42 inches and very dark brown
fine sand to a depth of about 48 inches. The underlying
material is brown and light brownish gray fine sand to a
depth of at least 80 inches.
Typically, this Myakka soil has a very dark gray fine
sand surface layer about 7 inches thick. The subsurface
layer is gray fine sand to depth of about 25 inches. The
subsoil to a depth of about 36 inches is fine sand. It is
black in the upper part and dark brown in the lower
part. The underlying material is yellowish brown fine
sand to a depth of at least 80 inches.
The Smyrna and Myakka soils have a seasonal high
water table within 12 inches of the surface for 1 to 4
Item # 4
......
I
@h'tTh"lbl't.
mont S in mos years. e ava, a e water capacl y IS
low. Permeability is moderate or moderately rapid in the
subsoil.
Included with these soils in mapping are small areas
at Basinger, Immokalee, Ona, and Pomona soils.
Pomona soils have a loamy subsoil. Basinger,
Immokalee, and Ona soils are similar to the Smyrna
and Myakka soils. The included soils make up 5 to 15
percent at the map unit.
The natural vegetation on Smyrna and Myakka soils
is mostly long/eat pine, slash pine, South Florida slash
pine, saw palmetto, running oak, gallberry, waxmyrtle,
huckleberry, pineland threeawn, and scattered
fetterbush Iyonia. A few areas around large lakes are in
oak hammocks.
Wetness and droughtiness are severe limitations
affecting cultivated crops. The number of suitable crops
is limited unless very intensive management practices
are used. If good water-control and soil-improving
measures are used, some vegetable crops can be
grown. A water-control system must remove excess
water in wet periods and provide irrigation water in dry
periods. .Crop rotation should keep close-growing, soil-
improving crops on the land three-fourths of the time.
Crop residue and soil-improving crops help to maintain
organic water content and protect the soil from eroding.
Seedbed preparation should include bedding of the
rows. Fertilizer and lime should be added according to
the needs of the crop. .
Unless very intensive water management practices
are used, these soils are poorly suited to citrus. Areas
subject to frequent freezing are not suitable. A water-
control system must maintain the water table at an
effective depth. ..Citrus trees should be planted on beds,
and a plant cover should be maintained between the
trees. Fertilizer and lime are' needed.
These soils are well suited to pastures of
pangolagrass, improved bahiagrass, and white clover.
Water-control measures are needed to remove excess
surface water after heavy rainfall. Fertilizer and lime are
needed, and grazing should be controlled to prevent
overgrazing and weakening of the plants.
Typically, the South Florida Flatwoods range site
includes areas of these soils. The dominant vegetation
is scattered pine trees with an understory of Saw
palmetto and grass. If good grazing management
practices are used, this range site has the potential to
produce significant amounts of creeping bluestem,
lopsided indiangrass, chalky bluestem, and various
panicums. If range deterioration Occurs, saw palmetto
and pineland three awn are dominant.
Attachment number 9
Page 19 of 26
Soil Su
The potential productivity for pine trees is mOder .
The major concerns in management are the eqUip
use limitation, seedling mortality, and plant compel'.
South Florida slash pine and slash pine are the best
trees to plant.
These soils are severely limited as sites for urban 'i
development because of the wetness during rainy'
periods. The high water table interferes with proper ,~
functioning of septic tank absorption fields. Fill maten..'
can be used to elevate the absorption field. Special
measures are needed to overcome the wetness
limitation at sites for buildings and local roads and
streets. If adequate water outlets are available, "
drainage can be installed to keep the high water table "
below a depth of 2.5 feet. Building sites and roadbeds "
can also be elevated by adding fill material to increase
the effective depth to the high water table. ,
' The wetness and the sandy surface are severe
limitations affecting recreational uses. A water-control
system is needed to keep the high water table below a ...
depth of about 2.5 feet. Suitable topsoil or pavement
can be used to stabilize the soil in heavy traffic areas.
The capability subclass is IVw. .
19-Florldana mucky fine sand, depressional. This ,~ ':
very poorly drained soil is in depressional areas mostly It .
on fJatwoods. Areas of this soil range from 3 to several f..'
hundred acres. Slopes are smooth to concave and are j[,
o to 2 percent. ~
Typically, this soil has a surface layer that is 15 F
inches thick. The upper part is black mucky fine sand '~.
and the lower part is black fine sand. The subsurface t.
layer to a depth of about 28 jnches is fine sand. It is ~-
gray in the upper part and grayish brown in the lower l-
part. :t"he subsoil is grayish brown sandy clay loam to a f
depth of about 40 inches, light grayish brown sandy t
clay loam to a depth of about 48 inches, gray sandy '.
clay loam to a depth of about 58 inches, and greenish
gray sandy loam to a depth of at least 80 inches.
Included with this soil in mapping are small areas of
Chobee, Felda, Holopaw, and Kaliga soils. Chobee sails
have a loamy subsoil within 20 inches of the surface,
Kaliga soils are organic. Felda and Holopaw soils are
similar to the Floridana soil. The included soils make up
15 to 20 percent of the map unit.'
This Floridana soil is ponded for more than 6 months
during most years. Areas on flood plains are subject to
frequent flooding as well as to pan ding. The available
water capacity is moderate. Permeability is very slow or
slow.
Most of the acreage of this soil remains in natural
Item # 4
......
34
'"
Q.LmmOkalee sand. This poorly drained soil is in
b~reas on flatwoods. Areas of this soil range from
20 to several hundred acres. Slopes are smooth to
concave and are 0 to 2 percent.
Typically, this soil has a very dark gray sand surface
layer about 7 inches thick. The subsurface layer to a
depth of about 39 inches is light gray sand that grades
to white. The subsoil is black sand to a depth of about
58 inches. Below that is gray sand to a depth of about
66 inches. very dark gray sand to a depth of about 75
inches, and black sand to a depth of at least 80 inches.
Included with this soil in mapping are small areas of
Basinger, Myakka, and Smyrna soils. These soils are
similar to the Immokalee soil. Also included are soils
that are similar to the ImmokaJee soil but have a 8h
horizon at a depth of more than 50 inches or have
loamy material at a depth of more than 40 inches. The
loamy material has low base saturation. The included
soils make up 15 to 20 percent of the map unit.
This Immokalee soil has a sea~onaJ high water table
within 12 inches of the surface for 1 to 4 months in
most years. The available water capacity is low.
Permeability is moderate in the subsoil.
Most of the acreage of this soil ;s in pasture or forest.
The natural vegetation is longleaf pine, South Florida
slash pine, slash pine, saw palmetto, gallberry,
waxmyrtle, oak, fetterbush Iyonia, and pineland
threeawn.
This soil has very severe limitations affecting
cultivated crops. Wetness and low natural fertility limit
the choice of plants and reduce potential yields. If
intensive management practices and a water-control
system are used, some vegetables can be grown. The
water-control system must remove excess water in wet
periods ahd supply water as needed in dry periods.
Crop residue and soil-improving cover crops add
organic matter to the soil and improve fertility. Fertilizer
should be applied according to the needs of the crop.
This soil generally is poorly suited to citrus because
of the excessive wetness. It is suitable only if a water-
control system is used to maintain the water table at an
effective depth. Citrus trees should be planted on beds,
and a plant Cover should be maintained between the
trees. Fertilizer and lime are needed.
This soil is well suited to pasture and hay crops;
however, a good water-control system is needed to
remove excess water. Pangolagrass and bahiagrass are
suitable pasture plants. Grasses respond to regular
applications of fertilizer and lime. Grazing should be
. controlled to maintain plant vigor and a good ground
cover.
Typically, the South Florida Flatwoods range site
.",.
..,.
Attachment number 9
Page 20 of 26
includes areas of this soil. The dominant vegetatio .~.
scattered pine trees with an understory of saw pal~
and grass. If good grazing management practk:es are .
used, this range site has th e potential to prOdc.;::e ;:'
significant amounts of creeping bluestem, loPSice:j '~:. ,'.
indiangrass~ ch~lky bluestem, and various paniCLJrns..:- . :;
range deterroratlon 'occurs, saw palmetto and pinelar~ :&;
threeawn are dominant. .: .+
The potential productivity for pine trees is mOderate. ..?t
The major concerns in management are seedfing'lft4:
mortality, plant competition, and the equipment use 1 .;::
limitation during periOds of heavy rainfall. Slash pine .' ~\
and South Florida slash pine are the best trees to Plart.~;:
This soil has severe limitations affecting septic tank; ,,';
absorption fields, building sites, and local roads and .'
streets. Special measures are required to overcome !he
.;:
excessive wetness. Septic tank absorption fields can be 'f:"
elevated by adding fill material. Foundations and
roadbeds require special measures that provide
additional soil strength.
The excessive wetness and the sandy texture are
severe limitations affecting recreational uses. A water-"
control system that keeps the seasonal high water table . ~~.
below a depth of about 2.5 feet is required. Suitable ;'0;.
topsoil or pavement can be used to stabilize the soil
surface in heavy traffic areas.
The capability subclass is IVw. f .
22-Pomello fine sand. This moderately well drained i
I.
ti,
~.'"
f.-
.~;
t
t,
t
L
j
-;f
fl,
f:-
soil is on low, broad ridges and low knolls on flatwoods.
Areas of this soil range from about 10 to 100 acres.
Slopes are smooth to convex and are 0 to 2 percent.
Typically, this soil has a dark gray fine sand surface
layer about 5 inches thick. The subsurface layer is
white-fine sand to a depth of about 48 inches. The
subsoil to a depth of about 53 inches is dark reddish
brown fine sand that is coated with organic matter. To a
depth of about 63 inches, it is black fine sand that is
coated with organic matter. The underlying material is
dark brown fine sand to a depth of at least 80 inches. In
a few areas the subsoil is weakly cemented by organiC
matter.
Included with this soil in mapping are small areas of
Archbold, Duette, Immokalee, and Satellite soils.
Archbold and Satellite soils do not have a dark subsoil.
fmmoka/ee soils are poorly drained. Duette soils are
similar to the Pomello soil. The included soils make up
about 15 to 30 percent of the map unit.
This Pomello soil has a seasonal high water table at
a depth of 24 to 40 inches for 1 to 4 months in most
years. The available water capacity is very low.
"Permeability is moderately rapid in the subsoil.
Item # 4
~l/li1.""""~;;HJl__~!."Jlm,"'l'''''_~~__:~'~''~~-"~._''''~-'''
Attachment number 9
r-age L I of 20
=: ~ couniy, Florida
.' ='':: '~nolls. Areas of this soil range from about 5 to
,~~=-~"'='::. Slopes are smooth to concave.
':.'~- :.; :y, this soil has a gray fine sand surface layer
._' . ~ ,roches thick. The underlying material is white
::: -~'=~d to a depth of 80 inches. '.
~~~~uded with this soil in mapping are small areas of
:..-~:cid. Astatula, Candler, Duette, and Tavares soils.
~ -"..", .;cils have a dark subsoil. Archbold, Astatula,
:::;~e~ and Tavares soils are similar to the St. Lucie
;;: I~e included soils make .up 5 to 15 percent of the
-:-.~: ..;~:.
i~ ::: ::: Lucie soil does not have a water table within
J :e:::-: ::f 72 inches. The available water capacity is
\.t~{ 'CWo Permeability is very rapid.
':!':5: areas of this soil are in natural vegetation. A .
'~'\' areas have been cleared for ur13an development. .
i~e ~atural vegetation is mostly sand pine, sand live
;...1Ot. Chapman oak, myrtle oak, scattered bluejack oak,
.a:"~ :urkey oak. The understory includes Rosemary,
::-eitty;::ear. and lichens.
nllS scd is not suited to cultivated crops, citrus, or
:.1S~re because of droughtiness and the rapid leaching.
:1 ~r.t ~utrients.
i)1:lcally. the Sand Pine Scrub range site includes
~fJ.s cf this soil. The dominant vegetation is a fairly
~':".se stand of sand pine with a dense understory of
~. saw palmetto. and other shrubs. Because' of past
~ofr management practices, sand pine is not on all
"tf$.. Drcughtiness limits the potential for producing
l!&~ fcra~e, If good grazing management practices
.... ~~. this site has the potential to provide limited
:~ts of lopsided indiangrass, creeping bluestem,
.~ ~Mtch"grass. Livestock generally do not use this
-~ Site if more productive sites are available.
~~r s~ade. winter protection, and dry bedding
:~cunng wet periods are provided on this range
.__.~:C-_n
.<.:~~tential productivity for sand pine is low. The
.~~_.cer.cer~s ;r. management are the severe
~~~11 use lir.:itation ca~sed by the loose, sandy
~;aea. ~ seedling mortality caused by droughtiness.
;"""'~ 1$ the best tree to plant.
:~SCIl.has only slight limitations affecting most
:~ ..~. however, seepage is a severe limitation
:..~~~age lagoons and landfill areas. The
:~~~0~ bcttom of lagoons and landfills should be
~i1-~'2.":':~
.~ s~~ac.:. causes poor trafficability in
~~ili:se~s~ I/~e a~cition of suitable topsoil or
~ ~.. ur.c:c.ng cc::n reduce or overcome this
""..':Ij-... ....
*~,-',~Trt'l Subclass is VIIs.
"..... "..'..;--
~.I .
. ..,.,
39
~pompano fine sand. This poorly drained soil is
~d, low flatwoods. Areas of this soil range from 5
to 200 acres. Slopes are smooth to concave and are 0
to 2 percent.
Typically, the surface lay'er of this soil to a depth of
about 15 inches is dark gray fine sand that grades to
grayish brown. The underlying material is very pale
brown fine sand to a depth of about 35 inches and light
gray fine sand to a depth of at least 80 inches.
Included with this soil in mapping are small areas of
Anclote, Basinger, and Placid soils. These soils are
similar to the Pompano soil. The included soils make up
15 to 20 percent of the map unit.
This Pompano soil has a seasonal high water table
within a depth of 12 inches for 2 to 4 months during
most years. The available water capacity is very low,
and permeability is rapid.
Most areas of this soil are in range or pasture. The
natural vegetation consists of widely spaced cypress,
South Florida slash pine, and slash pine with an
understory of saw palmetto, creeping bluestem,
lopsided indiangrass, pineland threeawn, sand
cordgrass, and panicums. .
Wetness and droughtiness are very severe limitations
affecting cultivated crops. If water-control and soil-
improving measures are used, vegetable crops can be
grown. Crop rotations ,should include close-growing,
soil-improving crops. Crop residue and soil-improving
crops help to maintain organic matter content and
protect the soil from erosion.
In its natural condition, this soH is poorly suited to
citrus. A carefully designed water-control system is
needed to maintain the water table at an effective
depth.
This soil is well suited to pastures of pangolagrass,
improved bahiagrass, and white clover.
Typically, the Slough range site includes areas of this
soil. The dominant vegetation is a few scattered pine
trees surrounded by grasses, sedges, and rushes. If
good grazing management practices are used, this site
has the potential to produce significant amounts of blue
maidencane, maidencane, toothachegrass, chalky
bluestem, and Florida bluestem. If range deterioration
occurs, common carpetgrass, an introduced plant, is
dominant.
The potential productivity for pine trees is moderate.
The major concerns in management are the equipment
use limitation, seedling mortality, and plant competition;
Slash pine and South Florida slash pine are the best
1rees to plant.
This soii is severely limited as a site for urban uses
mostly because of the wetness. In addition, seepage
Item # 4
.....
&!i0
a~or filtration are limitations affecting sanitary
facilities. Limitations affecting septic tank absorption
fields can be overcome by mounding and backfilling to
maintain the system above the seasonal high water
table.
The wetness and the sandy surface are severe
limi~ationsaffecting recreational uses. A water-control
system and suitable topsoil or resurfacing can help to
overcome these limitations.
The capability subclass is IVw.
31-AdamsviJle fine sand. This somewhat poorly
drained soil is on low ridges on flatwoods and in low.
areas on uplands. Areas of this soil range from about
11 to several hundred acres. Slopes are smooth and
are 0 to 2 percent.
Typically, this soil has a very dark gray fine sand
surface layer about 6 inches thick. The underlying
material to a depth of at least 80 inches is fight
yellowish brown fine sand that grades to very pale
brown.
Included with this soil in mapping are small areas of
Tavares, Satellite, and Zolfo soils. Tavares and Satellite
soils are similar to the Adamsville soil. Zolfo soils have
a dark subsoil. The included soils make up 15 to 20
percent of the map unit.
This Adamsville soil has a'seasonal high water table
at a depth of 20 to 40 inches for 2 to 6 mor,lths during
mOst years. The available water capacity is low.
Permeability is rapid.
Most areas of this soil are in citrus. Some remain in
natural vegetation that is mostly slash pine, long leaf
pine. laurel oak, and water oak and an understory of
saw palmetto, pine/and threeawn, indiangrass:
bluestem, and panicums.
Periodic wetness and droughtiness are very severe
limitations affecting cultivated crops. The number of
suitable crops is very limited unless intensive water-
control measures are used. A water-control system
must remove excess water in wet periods and provide
irrigation in dry periods. If a water-control system is
used. this soil is well suited to many kinds of flowers
and vegetables. Soil-improving crops and crop residue
help to maintain organic matter content and protect the
soil from erosion. .
Unless this soil is drained, it is not suited to citrus. If
a well designed drainage system is used, this soil is
mOderately suited. Citrus trees should be planted on
beds. A ground cover of close-growing plants should be
maintained between the trees to control soil blowing in
dry weather and water erosion during rainfall.
This soil is moderatei"y well suited to pastures of
Attachment number 9
Page 22 of 26
pangolagrass and bahiagrass. Simple drainage is
needed to remove excess surface water in times of
heavy rainfall.
Typically, the South Florida Flatwoods range Site .
includes areas of this soil. The dominant vegetation is .~
scattered pine trees with an understory of saw pall11ello'
and grass. If good grazing management practices are
used, this site has the potential to produce significant
amounts of creeping bluestem, lopsided indiangrass,
chalky bluestem, and various panicums. If range
deterioration occurs, saw palmetto and pineland
threeawn are dominant...
The potential productivity for pine trees is mOderateti'~:
high. The major management concerns, caused by ~
droughtiness, sandiness, and seasonal wetness, are the ...
equipment use limitation, seedling mortality, and plant
. competition. Slash pine, South Florida slash pine, and ~
longleaf pine are the best trees to plant.
This soil has moderate or severe limitations affecting .
most urban uses. The wetness and poor filtration are ..
severe limitations affecting septic tank absorption fields..:
Seepage, the wetness, and the sandy texture are ..
severe limitations affecting sanitalY landfills. Landfill
trenches should be sealed. The wetness is a moderate
limitation affecting building sites. Ditching and land
shaping help to overcome this limitation.
The sandy surface is a severe limitation affecting
recreational uses. Suitable topsoil or other material
should be added to improve trafficability.
The capability subclass is I/Iw.
32-Kaliga muck. This very poorly drained soil is in
marshes and swamps. Areas of this soil range from
about 10 to several hundred acres. ~Iopes are smooth
to concave and are less than 2 percent.
Typically, this soil has a black muck surface layer
about 9 inches thick. The subsurface layer is dark
reddish brown muck to a depth of about 30 inches. The
underlying material is very dark gray loam to a depth of
about 55 inches, dark gray sandy loam to a depth of
about 70 inches, and light gray sand to a depth of 80
inches.
Included with this soil in mapping are small areas of
Hontoon, Samsula, and Placid soils. Also included are a
few areas of Kaliga, Samsula, and Hontoon soils that
have been drained. Placid soils are sandy. Hontoon and
Samsula soils are similar to .the Kaliga soil. The
included soils make up 15 to 25 percent of the map
unit.
Unless this Kaliga soil is drained, it has a seasonal
high water table at the surface or is ponded except
during extended dry periods. Areas on flood plains are
Item # 4
I
~.
~~.~
......
f
E
~'.
~--
f~
~:
;.
~
..,.,.
.'._ ~b
F'....t'. fl' .' i ~~---~~~~=~~~;!I,=- 0 UU~!:.9..
~ County. Florida
_.: :~lIy. this soil has a dark grayish brown fine sand
." .: .=.ver about 6 inches thick. The subsurface layer
=-~; ::~. oi about 63 inches is light yellowish brown
: ~ ~_\ pale brown fine sand. The subsoil is fine
: '..carn to a depth of at least 80 inches. It is light
: :.;::. brown in the upper part and gray in the lower
. .. " -
. ~:~ced with this soil in mapping are small areas of
_ .:~.::. Kendrick. Sparr, and Tavares soils. Apopka
=; ,,:?-c~ick soils are in the highest, better drained
_;:: :-5 :~ the landscape, and Sparr soils are in the
:'~=" :.:?::;; positions. Tavares soils are in the same
:5 ::':; en the landscape as those of the Millhopper
: i. :L.;: they do not have a loamy subsoil. Apopka,
.~-=..c;.;. and Sparr soils are similar to the Millhopper
:.\ T~e included soils make up less than 10 percent of
-~ ~a: unit.
T:~;s' Millhopper soil has a seasonal high water table
: a cepth of 40 to 60 inches for 1 to 4 months in most
.u~s. The available water capacity is low. Permeability
. 5.'c..... in :he subsoil.
!.lest areas of this soil are in citrus. Some remain in
~.r..ral vegetation that is mostly live oak, laurel oak,
~:.: pll~e. South Florida slash pine, and longleaf pine.
O"cughtiness and rapid leaching of plant nutrients
rt severe limitations affecting cultivated crops.
1~-sNe soil management practices are needed if this
~:s c~ltivated. Row crops should be planted on the
~f in strips of close-growing crops. Crop rotations
1"Q.."d ....eep the close-growing crops on the land at
~ ,three-fourths of the time. Soil-improving crops and
~ residue help to protect the soil from erosion.
~i",!gation is used, only a few crops prodUce goad
~ Irrigation generally'is feasible only where
~ water is readily available.
~~ ~es r~latively free from freezing temperatures,
~ ~ IS sUited to citrus. A good ground cover of
.~.prowllig plants is needed between the trees to
,~~~:sei1 bic;.'Iing and water erosion. Good yields of
i~~a~ ~ra~efruit can be obtain~d in S?n:e ~ears
:~~atlo~. ~?weve~, a well ~eslgned Irr~~atlo~
:.~ f\at ma.lntClInS ?ptlmum mOisture conditions IS
~..~ o.btaln the hlghes: yields. . .
t~~e: mOdera~ely sUited to pasture and hay
L~ooted plc:.nts, such as coastal
f);~ s a~d .ba~iagrass. are suitable, but yields
~"..~~~by ...er:CGIC droughts. Fertilizer and lime are
. a'~ the C2.~. r.ammock range site inciudes
~cfSCll. Tne commant vegetation is a dense
. ..,..J:!ecomlnantly live oak trees. Because of the
'~Lar:d relatively open understory, cattle use
i
f.'
~r.'~
....
..,..
63
this range site mainly for shade and resting areas.
Desirable forage includes longleaf uniola. low panicums,
low paspalum, switchgrass, and lopsided indiangrass.
The potential productivity for pine trees is moderately
high. The major concerns in management are the
equipment use limitation, seedling mortality, and plant
competition. Slash pine, South Florida slash pine, and
long/eaf pine are the best trees to plant.
This soil is moderately limited as a site for septic
tank absorption fields because of the wetness. The
absorption field should be slightly elevated. The soil is
well suited to use as a site for dwellings without
basements and local roads and streets.
The sandy surface is a severe limitation affecting
recreational uses. Suitable topsoil or pavement can be
used to stabilize the surface.
The capability subclass is Ills.
~ Satellite sand. This somewhat poorly drained
s~n low knolls and ridges on flatwoods. Areas of
this soil range from 3 to 200 acres. Slopes are smooth
to convex and are 0 to 2 percent.
Typically, this soil has a very dark gray sand surface
layer about 6 inches thick. The underlying material to a
depth of at least 80 inches is gray sand that grades to
grayish brown.
Included with this soil in mapping are small areas of .
Archbold, Immokalee, Pomello, and Pompano soils.
Immokalee and Pomello soils have a dark subsoil.
Pompano soils are poor)y drained. Archbold soils are
similar to the Satellite soil. The included soils make up
about 5 to 10 percent of the map unit.
_ This Satellite soil has a seasonal high water table
witliin a depth of 12 to 40 inches for 2 to 6 months in
most years. The available water capacity is very low.
Permeability is very rapid.
The natural vegetation is mostly slash pine, saw
palmetto. sand live oak, and pineland threeawn.
This soil is not suited to cultivated crops orcitrus
because of periodic wetness, droughtiness, and low
fertility.
This soil is only fairly suited to pastures of
pangolagrass and bahiagrass.
Typically, the Sand Pine Scrub range site includes
areas of this soil. The dominant vegetation is a fairly
dense stand of sand pine trees with a dense understory
of oak, saw palmetto, and other shrubs. Because of
past timber management practices, sand pines are not
on all sites. Droughtiness limits the potential for
producing native forage. If good grazing management
practices are used, this range site ha's the potential to
provide limited amounts of lopsided indiangrass,
Item # 4
04
~7l
creeping biuestem, and switchgrass. Livestock generally
do not use this range site if more productive sites are
available. Summer shade. winter protection, and dry
bedding ground during wet periOds are provided on this
range site.
The potential productivity for pine trees is moderate.
The major concerns in management are the equipment"
use limitation, seedling mortality, and plant competition.
Slash pine, South Florida slash pine, and longleaf pine
are the best trees to plant.
This soil is severely limited as a site for septic tank
absorption fields, sanitary landfills, and sewage lagoons
because of the wetness and seepage. The wetness is a
severe limitation affecting sites for dwellings without
basements and small commercial buildings. Fill material
can be added to increase the effective depth to the high
water table.
The sandy surface and the wetness are severe
limitations affecting recreational uses. Suitable topsoil
. or pavement can be used to stabilize the surface..
. The capability subclass is Vls~
7a-Paisley fine sand, stony subsurface. This
poorly drained soil is on low, broad flatwoods. Areas of
this soil range from 40 to several hundred acres.
Surface and subsurface boulders and stones occur
randomly in small groups, individually 20 to 100 feet
apart. or in large groups scattered throughout the map.
unit. Cropland and improvedpastureland generally have
fewer boulders and stones because many have been
removed. but the remaining boulders and stones can
damage equipment that penetrates the soil. Slopes are
smooth and are 0 to 2 percent.
. Typically, this soil has a very dark gray fine sand
..surface layer abQ.ut 4 inches thick. The subsurface layer
is .gray and light gray stony fine sand to a depth of
about 18 inches. The subsoil is light brownish gray
sandy clay to a depth of about 22 inches and gray
sandy clay to a depth of about 34 inches. To a depth of
about 60 inches it is gray sandy clay that has many soft
limestone nodules. The underlying material is
unconsolidated limestone.
Included with this soil in mapping are small areas of
Bradenton, Felda. and Wabasso soils. Felda and
Wabasso soils have a loamy subsoil at a depth of 20 to
40 inches. Bradenton soils are similar to the Paisley
soil. The included soils make up about 15 to 30 percent
of the map unit.
This Paisley soil has a seasonal high water table
within 12 inches of the surface for 2 to 4 months during
most years. The available water capacity is moderate.
......
Attachment number 9
Page 24 of 2
Permeability is slow in the subsoil. ';';;' .
The natural vegetation is mostly slash pine. ~
Florida slash pine, oak, sweetgum, and cabt:age'"
The understory includes saw palmetto, pii,,:and \:.:
threeawn, gallberry, staggerbush, and 1m\' ;:anic~"!
Wetness is a severe limitation affecting CUltjva:~~
crops. Unless boulders and stones at or near the 'd
surface are removed, they can cause problems dt.6;.
operations that mix the surface layer. The slow .~
,.r,
permeability makes adequate drainage difficult to '
establish and maintain. If adequately drained, this
suited to several important crops. A water-contrOl
system is needed to remove excess surface 21d .'
subsurface water rapidly. Crop rotations should kee-':
close-growing, soil-improving crops on the land at "
two-thirds of the time. Fertilizer, applied according to-~
the needs of the crop, and occasional applications a'~
lime are needed for the highest yields. v
In its natural condition, this soil is poorly sUite,g to-
citrus. It is suited only if a water-control system is u .
that maintains the high water table at an effective .~~?~
depth. Surface boulders and stones must be remOVed ~
before bedding. The trees should be planted on beds..:
and a plant cover should be maintained between the '0';
trees.
This soil is well suited to pastures of pangolagrass, "
improved bahiagrass, and white clover. Water-control
measures are needed to remove excess surface water
after heavy rainfall. Boulders and stones must be
removed to prevent damage to equipment.
Typically, the South Florida Flatwoods range site
includes areas of this soil. The dominant vegetation is
scattered pine trees with an understory of saw palmette
and grass. If-good grazing management practices are
used, this range site has the potential to produce
significant amounts of creeping bluestem, lopsided
indiangrass, chalky bluestem, and various panicums. If
range deterioration occurs, saw palmetto and pinelant
threeawn are dominant. t
The potential productivity for pine trees is very h;gh.;
The major concerns in management, caused by t~"
wetness and boulders, are the severe equipment use
limitation, seedling mortality, and plant competition.
Slash pine and South Florida slash pine are the best
trees to plant.
This soil is severely limited as a site for urban and
recreational uses because of the wetness, the high
shrink-swell potential, and the clayey subsoil. A
drainage system that lowers the seasonal high waie'
table can reduce or overcome the wetness limitatio-
Because of the wetness and the slow permeability,
Item # 4
-SPS
SLUDGE
PASTEURIZING
SYSTEM
RECYCLING W~STE
INTO A RESO RCE
i . 0 s\udge Di8
. . o..U\ tJO",
V H & H ~/
Inc.
Attachment number 9
Page 25 of 26
P.O. Box 609 · Ft. White, Florida 32038 · (800) 653-0386
January 11, 2006
Department of Environmental Protection
Southwest District
3804 Coconut Palm Drive
Tampa, FL 33619
To Whom It May Concern:
H&H would like to request to use the DEP approved technique of "Spike
Dragging" to our land application sites at Circle Cross Ranch and F oxbranch
located in Polk County. This technique was demonstrated and it was approved by
a DEP Residuals Permitting Engineer in April, 1999.
Sincerely,
~L
Steve Hacht
General Manager
Item # 4
r(') ) Department of (~r
'Enviro,nmental Protection
Attachment number 9
Page 26 of 26 .
Jeb Bush
.Governor
Southwest District
3804 Coconut Palm Drive
Tampa. Florida 33619
David B. Struhs
Secretary
Rick Hacht
H&H LSD, Inc.
PO BOX 609
Ft. White, FL 32036
April 29, 1999
Dear Mr. Hacht:
The_Department: of Enviro~enW Ptptection Southwest District approves the. te:c.PAiQ.~e .
of "'Spike Dragging" to meet. the requirement of. EPA S03.3j(b)(1O)(i)"as it" was
demonstrated at the 'Lightsey R.anch, Polk County, on April 28, 1999. At this time the
Department requests that you use this method exclusively at the Lightsey Ranch. Should
you wish to spike drag at another land application site, the Department should be notified '
for a site-specific demonstration to be'ped'onned prior'to residuals land application using
spike dragging.
t wish to thank you and Mr. & Mr. Lightsey for the courtesy extended to myself while at
the Lightsey ranch.
Should you have aD.yquestioDll or comments, please contact me at (813) 744-6100 ext.
302. .
Sincerely,
~bwO ~
Stephanie O. Barrios
Residuals Permitting Engineer
c: Mr. Cary Lightsey - 1401 Sam Keen Road, Lake Walp.s, FL 33853
Mr. Jim Fletcher - Pinellas County Utilities (via fax transmission)
"Protect, Conserve and Manage Florida's Environment and Natural" Resources"
Item # 4
Printed on recycled pa~r.
~-,
Attachment number 10
Page 1 of 24
Florida Department of Environmental Protection
Twin Towers Office Bldg., 2600 Blair Stone Road, Tallahassee, Florida 32399-2400
Agricultural Use Plan
Part I . Facility Information
1. Facility Name
Facility Classification (check one from each column as appropriate)
o Domestic Wastewater Treatment Facility
o Residuals Management Facility
o Septage Management Facility
o Type I
o Type II
o Type III
o New
o Existing
Facility ID
Contact Person
Phone
2. Quantity of Residuals Generated Yearly
3. Residuals Characteristics (annual arithmetic averaoe):
Title
Fax
dry tons (1 ton = 2000 Ib) 0 Actual
o Estimated
Parameter
Units. Ceiling Limits
for Class
.AandS.
Concentration
Parameter
(c6ntihuEid)
Ceiling
Limits for
Glass
A:andB
4300
Concentration
Totalphos .horus %
Total.Potassium % N/A
TotarSolids. % N/A 75
H std. units N/A 420
Arsenic m /k 75 Selenium 1QO
Cadmium III /k 85 .ZiiiC 7500
. All units are in a dry weight basis except for total solids and pH. All sampling and analysis shall be conducted pursuant to Title 40 Code of Federal Regulations, Section 503.8, and the
POTW Sludge Sampling and Analysis Guidance Document.
N/A = not applicable
4. Pathogen Reduction Class Provided:
Describe the pathogen reduction method used:
DA
Os
(Rule 62-640.600(1), FAC)
EPA Vector Attraction Reduction Option Used: (Rule 62-640.600(2), FAC.)
01
06
02
07
03
08
04
09
05
o 10
DEP Form 62.640.210(2)(a), eHeclive 12101/97
Page 1
Northweal District
180 Govemmental Center
P"""coI., Florid. 32501.5)90
904.444.8300
Northeaal Districl
7825 Bayme.ciow. 'liay, Suil. 200ll
Jackaonvlll., Aorid. 3225B.75n
904.449-000
Cenlral OI.lri,t
3319 M.gui.. Bi,d, Sull. ~2
Ori.ndo, Aorid. 32eoo.3767
407-894.7555
Soolhwelll District
3804 Coconut P~m Ori"
Tamp., Florid. 33619-821e
813.7006100
Soulh Dislrict
2295 Vicloria Ave" Suije 384
Fori My..., Aorkl. 33901
813.332-6975
SoutheASt District
000 N. Cong.... Ava
Weet Palm Beach, Aorlda 33901
ttem"# 4
Attachment number 10
Page 2 of 24
Part II . Residuals Site Information
1. Site Name FOX BRANCH CA TILE CO
Site Classification: r8:I Agricultural 0 Reclamation
Site Address P.O. BOX 806
City LAKE LAND State FL Zip 33802
Site Coordinates: Latitude 280 12' 30' N Longitude 820 02' 30" W
Section 11.14.19 Township 26-27 Range 22E County POLK
Road Directions to Site SEC 23-26: 30-31: 36. 6.7.8. HWY 98 NORTH TO SOCRUM LOOP RD. WEST TO OLD DADE CITY. NORTH
Site Owner CLARK SHERWOOD
Site Manager (if different from owner) TODD SHERWOOD
OwnerlManager Street Address P.O. BOX 806
City LAKELAND State FL
Phone (863) 559-8170 Fax
2. Total Acreage of Site 7500 acres; Total Acreage to be Applied 2154.6
Enter individual application zone acreages in the table in Part III, item 2.
3. Site pH 7.0
4. Attach a County Section Aerial Map, or a copy of such map, indicating the boundaries of the site and delineating the boundary of each
residuals application zone. The following information should be indicated on the map:
. The Identification number for each application zone;
. Residuals storage facilities, if any on the site;
. Water supply wells on the site or within SOO feet of the site;
. Surface waters on the site or within 1000 feet of the site; and,
. Occupied buildings on. the site orwithln 300 feet of the site.
The boundary of each application zone shall be shown to conform to the following requirements:
. 300 feet from buildings occupied by the general publiC (may be reduced to 100 feet if residuals are injected into the soil);
. 1000 feet (setback area vegetated) from Class I water bodies, Outstanding Florida Waters. or Outstanding National Resource Waters;
. 200 feet (setback area vegetated) from any other surface water, Including wetlands that are classified as waters of the state, except canals
or bodies of water used for irrigation, which are located completely within the site and will not discharge from the site (this distance may be
reduced to 100 feet if the requirements of Rule 62-64O.700(4)(a)1. or 2.. FAC., are met);
. 300 feet from any private potable water supply well or 500 feet from any public potable water supply well; and,
. 200 feet from any visible evidence of subsurface fractures. solution cavities, sink holes, excavation core holes, abandoned wells or other
natural or man-made conduits that could allow direct contamination of ground water.
. Site slopes shall not exceed 8%.
5. Describe how site use restrictions will be met in accordance with Rule 62-640.600(3), FAC.
ENTIRE SITE FENCED WITH LOCKED ENTRY. APPLICATION ZONES CROSS-FENCED. WATER TABLE OBSERV A liON WELLS
PLACED IN ACTIVE ZONES. SURFACE WATER. WELLS & BLDS. BUFFERED. 30 DAY GRAZING RESTRICTION OBSERVED.
Zip 33802
acres (Sum of Application Zones)
6. Attach Natural Resources Conservation Service maps demonstrating that the seasonal high ground water level is not within 2 feet of the ground
surface for each application zone. If the seasonal high ground water level will be within 2 feet of the surface or is undetermined, detennine the
ground water level in one or more r~presentatlve locations In each application zone prior to each application of residuals. Indicate these
locations on the map. If the seasonal high ground water level will be within 2 feet of the surface or is undetermined, describe what will be done
with any residuals that would have been applied to the sffe (storage, alternate application sites, etc.).
SOIL SURVEY INDICATES BID SOIL TYPES ARE SLOW IN DRAINING IN TIMES OF HEAVY RAINFALL. FLOODING FREQUENCY IS
NONE. AlTERNATE SITES ARE AVAILABLE DURING PERIODS OF RESTRICTIVE (HIGH) WATER TABLES
DEP Fonn 62-640.210(2)(8). eIlodIio 1m1/97
Page 2
Item # 4
Attachment number 10
Page 3 of 24
7. Using an appropriate map such as a USGS topographic map, determine site slope and attach documentation of the slope determination
procedure used to demonstrate that land application zone slopes do not exceed 8 percent. If slopes exceed 2 percent in one or more land
application zones, attach a Conservation Plan prepared by or approved by the Natural Resources Conservation Service or a stormwater
management plan prepared in accordance with Chapter 62-25, FAC., by an engineer registered in Florida. The plan shall demonstrate that
suitable soil infiltration rates and stormwater control measures exist at the site to retain runoff generated by the 10-year recurrence interval
1-hour duration storm event. Berms shall be placed for this purpose if necessary.
Maximum Site Siooe <' 2 %
8. If residuals will be stored temporarily (30 days or less) at the application site, describe the provisions for storaQe: IT IS ANTICIPATED
THAT ARRI\lINr, RFRlnllAI R Will RF I ANn-APPIIFn IN A ,~HnRT PFRlnn nF TIMF
If residuals will be stored for longer than 30 days (but not more than 2 years), attach documentation demonstrating that: a) the storage
facilities at the site are adequate for the rates of residuals generation by permitted wastewater facilities sending residuals to the site; b) all of
the residuals stored at the site, up to the capacity of the on-site storage facilities, can be land applied without resulting in an exceedence of
cumulative loading limits or agronomic rates; and 0) a longer storage period is needed because of agricultural operations or climatic factors at
the site.
9. Describe the incorporation method and application technique to be used. INCORPORATION, WHEN REQUIRED, IS ACCOMPLISHED
WITH FnFP APPRn\/Fn FOIIIPMFNT ANn MFTHnnnl nr,y
10. If "other solids" as defined in Rule 62-640.200, FAC., will be applied to the residuals application site, describe the intended beneficial use
method of aODlication: N/A
11. Is this site located in an area identified by statute or by rule of the Department of Environmental Protection as being subject to restrictions on
phosphorus loadings? 0 Yes ~ No
If yes, attach: a) documentation of the characterization of soil phosphorus as determined by site-specific soil testing inclUding results of initial
soil testing performed before the first application of residuals to the site and a description of how subsequent soil testing will be accomplished
after the completion of each crop cycles or growing seasons but before residuals are applied for the next crop cycle or growing season; b) a
description of how the phosphorus content of all sources of phosphorus applied to the site will be accounted for in establishing residuals
application rates at the site; c) a determination of the agricultural phosphorus needs of crops grown at the site; d) a description of the
adequacy of measures that will be used to minimize or prevent water quality impacts that could result from sediment transport from residuals
application areas to surface waters; and e) a description of the capacity of the soil to hold phosphorus.
Part III. Agricultural Site Information
1. Describe how the use of residuals on this site is part of planned agricultural operations.
RESIDUALS ARE APPLIED AS FERTILER TO STIMULATE PLANT GROWTH AND TO ENHANCE SOIL FERTILITY, BY INCREASING
ORGANIC FRACTION OF SOIL.
2. Detennine the maximum allowable residuals nitrogen application rate using the nitrogen demand of the site vegetation.
a. Mark the following as appropriate:
Basis for detennination of nitrogen demand:
[gI Nitrogen loading table in Rule 62-640.750(2)(a), FAC.
D Recommendations of Natural Resources Conservation Service or Institute of Food and Agricultural Sciences (attach documentation)
DO Other; identify (attach
Method used to determine maximum residuals nitrogen application rate:
~ Rule 62-640.750(2)(b)1., FAC. - The calculation method in Chapter 7, Environmental Protection Agency, Process Design Manual
for Land Application of Sewage Sludge and Domestic Septage.
o Rule 62-640,750(2)(b)2., FAC. - Other methods if approved by the Department.
Enter the maximum residuals nitrogen application rate in the table in part b. Attach a sheet{s) showing the calculations performed for the
rate as well as the other information entered in the table. Clearly indicate how the nitrogen assimilation rates are weighted for different
crops grown on the same zones at the same time or consecutively. Also indicate how contributions of nitrogen from other applied
sources are accounted for in the calculations.
DEP Form 62-64O.210(2)(a). effective 12/01/97
Item # 4
Page 3
Attachment number 10
Page 4 of 24
b. Application Zone Information:
Fox Branch Cattle Co - 2008 AUP Update
Col1 Col2 Col3 Col4 Col5 Col6 Col7 Col8 Col9
Application zone 10# 1A 6A 68 6C 6D 7A 78 7C 8A
Acreage of zone 93.3 91.5 129.1 78.2 75.8 71.5 22.3 33.4 127.1
Crop(s) grown on zone Bahia Bahia Bahia Bahia Bahia Bahia 8ahia Bahia Bahia
Nitrogen demand (Ib/aclyr) 200 200 200 200 200 200 200 200 200
Max Nitrogen Application 400 400 400 400 400 400 400 400 400
Rate (Ib/aclyr)
Max Residuals Phosphorus N/A N/A N/A N/A N/A N/A N/A N/A N/A
Application Rate (Ib/aclyr)
Other Facilities Applying
Residuals in each zone.
SEE ATTACHMENT
Date of initial application 2004 2004 2004 2003 2003 2004 2004 2004 2004
Cum. metals loading to date
Arsenic 0.11 0.14 0.07 0.16 0.09 0.13 0.13 0.09 0.07
Cadmium 0.06 0.07 0.04 0.06 0.06 0.05 0.27 0.03 0.05
Copper 11.5 14.3 11.4 11.7 13.5 14.9 16.5 15.4 14.0
Lead 0.74 0.86 0.59 0.61 0.68 0.58 0.97 0.26 0.72
Mercury 0.00 0.03 0.01 0.01 0.01 0.02 0.06 0.02 0.00
Nickel 0.51 0.46 0.57 0.44 0.71 0.40 0.78 0.48 0.60
Selenium 0.17 0.16 0.16 0.24 0.26 0.12 0.68 0.13 0.23
Zinc 18.0 20.1 16.6 15.6 18.9 16.9 22.9 16.8 19.1
Estimated remaining site life
(years)
. Baseline loading is cumulative loading since date of initial application.
Page 4A
Item # 4
Attachment number 10
Page 5 of 24
b. Application Zone Information:
Fox Branch Cattle Co - 2008 AUP Update
Col13 Col14 Col15 Col15 Col17 Col18 Col19 Col20 Col21
Application zone 10# 25B 26A 26B 30C 30D 31A 31B 31C 310
Acreage of zone 84.9 26 175.8 58.1 16.3 47 98.3 106.3 51.8
Crop(s) grown on zone Bahia Bahia Pangola Bahia Bahia Bahia Bahia Bahia Bahia
Nitrogen demand (Ib/aclyr) 200 200 200 200 200 200 200 200 200
Max Nitrogen Application 400 400 400 400 400 400 400 400 400
Max Residuals Phosphorus N/A N/A N/A N/A N/A N/A N/A N/A N/A
Application Rate (Ib/aclyr)
Other Facilities Applying
Residuals in each zone.
SEE ATTACHMENT
Date of initial application 2004 2004 2004 2004 2006 2004 2003 2005 2004
Cum. metals loading to date
Arsenic 0.08 0.42 0.09 0.05 0.10 0.07 0.04 0.09 0.10
Cadmium 0.07 0.05 0.07 0.04 0.04 0.12 0.17 0.05 0.05
Copper 13.5 15.1 15.0 12.6 7.9 17.3 9.3 11.6 11.8
Lead 0.62 0.69 0.91 0.61 0.30 0.82 0.52 0.58 0.71
Mercury 0.01 0.01 0.03 0.01 0.00 0.00 0.01 0.00 0.03
Nickel 0.58 0.71 0.70 0.50 0.35 0.59 0.65 0.55 0.68
Selenium 0.28 0.15 0.31 0.30 0.20 0.17 0.15 0.26 0.24
Zinc 17.3 20.3 22.4 17.2 10.2 21.9 14.2 16.3 17.3
Estimated remaining site life
(years)
. Baseline loading is cumulative loading since date of initial application.
Page 48
Item # 4
Attachment number 10
Page 6 of 24
b. Application Zone Information:
Fox Branch Cattle Co - 2008 AUP Update
Col25 Col26 Col27 Col28 Col29 Col30 Col31 Col32 Col33 Col
Application zone ID# 31H 36A 36B
Acreage of zone 9.3 219.6 146.5
Crop(s) grown on zone Bahia Bahia Bahia
Nitrogen demand (Ib/ac/yr) 200 200 200
Max Nitrogen Application 400 400 400
Max Residuals Phosphorus N/A N/A N/A
Application Rate (Ib/ac/yr)
Other Facilities Applying
Residuals in each zone.
SEE ATTACHMENT
Date of initial application 2006 2004 2004
Cum. metals loading to date
Arsenic 0.00 0.11 0.16
Cadmium 0.02 0.06 0.08
Copper 0.3 13.0 16.2
Lead 0.10 0.50 0.60
Mercury 0.00 0.00 0.01
Nickel 0.04 0.49 0.63
Selenium 0.00 0.29 0.29
Zinc 0.5 19.6 18.9
Estimated remaining site life
(years)
. Baseline loading is cumulative loading since date of initial application.
Page 4C
Item # 4
A G R I CU L T U R A L USE SIT E
H & H LS.D.. INC
P.O. BOX 609
FORT WHITE, FL 32038
(800) 653-0386
EXAMPLE
H&H
100 E.
DELRI
(561) :1
SITE LIFE CALCULATIONS
UTILITY: CITY OF TAMPA ANALYSIS; TN 6.2 %DW Pb 87 mglkg DATE:
HOWARD F CURREN AWTP (04/01 - 04/02) TP 2.3 %DW Hg 1.78 mglkg
TK 0.1 %DW Mo 40.5 mglkg
TS 18.9 %DW Ni 49 mglkg
pH 8.0 units Se 7.8 mglkg
AG SITE: FOX BRANCH CATTLE CO As 3.3 mglkg Zn 1261 mglkg
LAKELAND. FL Cd 10.6 mglkg N 589 IbsIload
Cu 766 mglkg Vol. 31 cuydslload
SITE VEGETATION: BAHIA
NITROGEN DEMAND: 200 LBS/ACIYR
MAX NITROGEN LOADING
MAX LOADING
MAX LBSlACIYR DRY SOLIDS
578 LBS/ACIYR (CHPT 7. EPA. PROCESS DESIGN MANUAL FOR LAND APPLICATION OF SEWAGE SLUOGE AND 0
30.4 CUYDS/AClYR
9696 LBS/ACIYR
CALCULATIONS: ESTIMATED LIFE OF SITE IS BASED ON MAXIMUM ANNUAl NITROGEN LOADING. COMPUTED FROM CHPT 7 CAlCULATIONS (ABOVE)
AG USE SITE HAS REFERENCED EXISTING CUMULATNE METAlS LOADING.
SITE LIFE DETERMINED BY DEP AND EPA MAXIMUM AlLOWABLE POLLUTANT LOADING RATE (CPLR)
APPLICATION ZONE DATA ARSENIC CADMIUM COPPER LEAD MERCURY MOLYDENUM NICKEL SELENIUM
Iblac kglha Iblac kglha Iblac kglha Iblac kglha Iblac kglha Iblac kglha Iblac kglha Iblac kglha
MAXIMUM ANNUAL LOADING 0.03 0.04 0.10 0.12 7.4 8.3 0.8 0.9 0.02 0.02 0.39 0.44 0.48 0.53 0.1 0.08
EXISTING CUM. LOADING 0.00 0.00 0.00 0.00 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MAX ALLOWABLE LOADING/AC 36.6 34.8 1340 268 15.2 N1A 375 89.3
ESTIMATED SITE LIFE (YRS) 1144 339 180 319 881 N1A 789 1181
SELECT MOST LIMITING 180
FROM H&H LSD INC / SO FL
FAX NO. 561 274-9092
Attachment number 10
Page 8 of 24
Mar. 19 2008 11: 18AM P2
Part IV . Reclamation Site Information (if applicable)
1. Describe the oiroumstances that have caused damage to the land and resulted in the need to perform land reclamation: N/A
2. . Describe the eXisting oondition of the rand: N/A
3. Desoribe how the use of residuals on this site will be part of planned land reclamation activities. NlA
4. Describ~ g~ding to be performed: (All site grading shall be oompleted before residuals application begins.) Nil...
~. Describe the method of Incorporation Into the soil that will be used: (The applied material shall be incorporated into the soil the same day as
applicaUon, except for Class A residuals.) N1A
6.' Describe the type of vegetation to be established and the SChedule for planting: (Seed or turf.torming grass shall be planted as soon as
possible, but In no case later than three months after the last application of resIduals.) NlA
1. Describe the anticipated application quantity (dlY tons/acre): (The maximum allowable application quantitY is 50 dry tons/acre with such
applioation to be accomplished one orne within a one-year period on any acre of the site.) N1A
Part V . Certlflcatiol1$
~
The permittee certifies that he/she is famniar with and shall comply with the applicable requIrements of Chapter 62.640, F.A.C.; shall allow land
application of hislher residuals only on a site for which an Agricultural,Use Plan has been approved by the Department: and that the residuals to
be land applied shall meet the general criteria In Rule 6.2-640.100(1), F AC. and shall be treated to the standards as Identified In this plan. Tl'le
permittee also certifies that he/she shall main~i~ a record of the total quantity of residuals land applied at thIs sIte and will file with the
Department an annual summary of ihe residualS appli~d on tl,is 8'-8, .and that the residuals hauler and application site owner or manager have
been made aware of the provisions of this rule. .
Title
Date
Signature of Permittee
S ~'t>~cC6
Date
DEP Form 62-&lC.21Q(2)(al. eff8diva 1201fil7
PageS
Item # 4
Attachment number 10
Page 9 of 24 . ~
INSTRUCTIONS FOR AGRICUl rURAL USE PLAN
'Tldl (olin ShJ' be ~1l",!~~9C r 3::Jrdance ...i~h Ch~pter c2~~O F!,)"d3 ~dfTlinisltat:'" C:ll3e IF. ol..C.). e:'C S~:lmilla-11c :/'1 IIpprDcria:-e 09Fartlrerl O:stric;l ()fice wM 111. a~~1ialtiat
/r)l d /f'"a:\IWl:&r P~I'M,1 f'Jl facJ/~~ wh"J1 Jp;lly Of Intanc 'c apDl' :lcrT'~lfc"'a!ta'lraliY rt3i(hlls ~ land IOf agroJinl 0" ~lIrnalion ~rpcus. A Icrm '1I~1 ~ ecmpl8ted ~ eadl
:ill! "i'~"e tl4 ~.:1irys lesOJaI~ -,':1 be !.1n.:j dPJI,~C If the appllc,1tb' s.l~ .'1 :r.o(Med 01 ~~ ~,*3tl' SIles are 10 ~ LISe<!. 3 mec:iliell or ,1t.", ~t'cU1Ini :.:~ ?!an m~$1 t:e
~~bnCtC "":!~ dJ13P1l~CJtOfl {o, · (""1"'01 ptfr.l (~<lir~:licr n ~:o.'dan~. .Ii:/' ~Lr €2.~.300,.2~ FAC, A.l1I=~' irems milt! llt :C4"1Cie~ lI'I f\il ~ avoij de'ay i1 plOCtUinj.
" a~ied s/leelS I~rct.u :tlCIll'clll dcc~me'llllor.) arE .1ea i~ pl.!.a 01 :" b~ SP<lc. pr'O\'l:*I. r.'er il tIen in t'l31 S~1l. AI intnr.atGr. :s 10 0. ttced 01 orin:,d in Ink. Faciltes
""h cJ- ~'odijce ::1311 AA residuaill ;:'1 KCCl"Carce 'olIllh Rut" ~.~4J.~O, = A.C., al'i net recli:'ed to ccmp.." ~'iS 101Tll1rc! :rns M l'8$Q.alll!:llt be disttued and lIlal1le!eo1 III!!,I
l.'l9 Pfo~isl':lnS Jt R JII d2~O,!~C, U.C.
Part' . F acU~ lIIfonnatlon
F.'1I1ty Hallle: Enter f1e n4,... 'JI t/l4 faci~ liS if o1ppea~ ~ Itle ta.:lfirt wa.sre.veler permit or Pt"";I.pplc:.aDell.
FIC./lity ClallitiQcion: Cllect ~ blodc "om lien CClyrrr as applicltJe.
F KiVly 10: ;"1I':tIe facility Cenllb!b., nyll'ter ~ :, a,:~" 011 Ille 1a~ ...asttW3let pI1mlt
ContaCl PersOnlTltleJpltonllFn: ~nlet~,. "a~ and .~-pfatle ;"fcMlafc~ ~f ". pllI1IC/I wno C2ll\ lit =~1Jc:Ic: ~ques'ons l19a/Cil,g u,. _ rn1 tois 3g~.Anll/M' ~an.
Clu31l1ltt t)f ih.idualt aeneraltd Y"'1y: en III' lhof tocal quanlty 01 resllh:als gen.rate~ cr'lpected to be ger.mllod by ,. fIdIlrt ell i ytatly bII~, CIledc wllQlll., lie smatlld
quan:i1V ;1 ..., ~I ob$'rved .~ll'.nl 0' t it Is an eadtr.aled a/YlOUl1~ ~'SlClIIII ~llIgemer.1 f~ J"~U tn!et tle IlTGInt ef ....cua ilia: d be N* ~ a ~ besis.
Ratfdll!JI Chencttrlstlcl: !rrlit IIIe ar1tllr..t;: l~eta9' rOI Neb parame1!lr /1t.m lht an~ 01 ptaliaus year rJ cpera&on for an Illillt; ~ fI IN PNdCIId c:oncenhlJons d
N.."Ill1G1'3I1l81lr101 J new flIc:/Iy. AQ llIIb an In cry ~nt balis lSCCllllt tv, IclaI.oId.1.'ld plol. .
PI$t)II1n Red~n Class PrlMd.d' !n:er II'e palt.c;m IIdIl~cn dall ~OV~ by IIIIs tICIi)', CI'<<" ilIlif ClIlI
Oetcr1pUOIl 01 palllogan reduction mllhoa 1IIId: Stltl!y sllmIIizIlIle ~1llCIS' Lltl1 >> ~M 111 abM PIIlagen cIiIa TIlil.lIllu~ anp, be ~ fIcm !rI!CI:lIIbl
'1I~ir.11!ltd 10-1/1. ptrmlltH's petlTbt'I'pliCIIlcr. or fadIIIy 'lllIhlIr.ng ~pCrt. A JIl'DIIaIcnaJ InghWs .1I;rielure It not JlQLbd Tor" ny.
Vt:tt)/ AlItac1lon 0 lien '.lied: Malle 11:, lJAR 0 n 'JSed . II!ls I \v ~..1duA. ClllXllle on W. _ bIIv.v.
'.' 8 of IlIr Yt A II
3
..
~
Ii
7
a
.
Plrt n . Rnkh.a Site Inform.lIon
Site N.mr. E.1111, tle 'lame;J IIIe sile ltIs the agrlcutu,a/l.\M plan dMCtibts.
Silt CllSlllulJo,,: Jf.frltfo( t'le sii! IS ar. ag~ral sIlt or a!lnd ItCIanWX:n .ilI.
Silt AddrutlCltylSllleJZlp: E1ler It.. ae1lJallocallon adcttIl c!!he sill.
Sltt CO\1nlNtH: E."~r te iatIlad, arc 'cr.;ilIJCe eI tile siI!l i'1 fle deglKS, m,r~ltt. Seconds fotrna~ USe N CI:1!rcill :111I. ..
S4cli:ln:'To""'hiplRqtIC~uIIlY: !/lfltt ill. Sdo.1. rDW'ls/lop, rar.ge, ~ llOUn~ nam.. .Sedi:n.lawnthp, .ncI....,VI,;an UIIIaiIy~. ~ 2l11J.S.~S.Iapogr.apl1r~_.
Rotel DilKtictli 10 $Ilt: Enw #I. ~J!\T.g (lfectoOllS ,~W) :0 .,:sit ~ S~t. .
sa. Own.: Enr.r'N ~,...". cline OWI1eral'the sile.
an. M.",,;at' !nllf' tntsll. :lIan~efS IlIllIe if 11'.. 'III Is llW'Iagtd by SaM:ne oIher toM! N ~.
OY.NrfLfaMge, Slrtet AddmliCitv1SUtllmI'Jlltlo"..ax: Er.ter ltle IClInss ",; ~.1nfotmtIJon d 11".. '!II~ ptlSal b-lIle sU.
T 011I Ac'~g. af SblTOlaI Acrtlge ro .. AppAld: rnl etr!I/ U'1t till" ~. ellN IlHnllllecf lit:. j)en....:r:. MI :/1I'II1a1IgeS 01 all!e ~ %CIIIS Ii8t wi! be l&Ied .
ey il'b fac:iii!y. Ette, tie JCl'tages 'J lId1!rdvlclull ~ zen. listed n tie IItlt In Part /I,leIn 11:.
Slet pH: EIllet Ill. pH ~f Ill. slIe's sell _lid !It 'Iocaticn llItt Is repoes"lla.... oI'pp:lcdllll ZDn!(.:. .
C:lu/lt7 SectIon AtrlII ibp wffh ide~.llon or IItI relLm; P"OVfdt ~t .::cunly Hc:tiCII HriII :nep in s Ie;tbIe Ionn v.ith lilt bdcatItJ.... *-!y idenlIW.
Sit III111G:Iotl(: 3rrfty describe tile ~l":'Vi!iClla maut 10 ensUI1 ,.. U. Ni!J 111..1 'N "~ble s". IItIr:iclin h Ru. 524411.SCCiJ). F AC.
'.HOIl" t!Ig:l flllUnd !lQUllevtt Tho! grtUld nlH 'WE! Nt net be wi';Nn tNc 'HI DlIn. lei; .urfa:e wilen appt/!llll :..~. ~ ResoIm:, ~on Service Map' IT'A]'
be ~sed t:l iI1dcata Lflal the MlISCnI/ nigh g~und waler !eve! s '1OI'tllf:/n t'v.: II<< cr the;PJl:1d surface. 0Iler_ hi glllWltJ WIIIr lcYelslld be testee ;rlcr!o a~~ 8:i!!-,
~e$crc. '~rar =r:vsio/1s WlQ ~ fN<I. for In, res/elL'all ~a!~!d ~a... ~ appbtdf1llt!!sr /'MIls ",.!II.;tll'.m...., lIv,r. Mr1in two teet ~tht sdI~ .
Mull'll,m slI. llopt: ~.lltr.l,r.e:r:e sile', rr.c:dIr.un !/Opf. II :r.l) nil! illcted 8 :lett:nl mild if greafeo' then 2 pefC<<~ J C4IlIIMlb:ltl plan IIUt bI altacIltd.
Rttlduals srollg.: !lr..f.') dflCrlbt a/lY ~!Jierw Ic:t IM'nPOIlrf 3lt.t'eg~ j/ 'Isiduills J! toe Slit
Incor~nlion and IP~t m.lllo<Il: Brie1y cesat: ~e .~ metJIoo ct J~~ 01 tle ,."idUll~ no lIIe 1CI1{1I any) and ~~ a ~
Olll., SClUda tI'alIler !alids' 211 :) be :q:lied III 111 site. brl.,1~ desi::tII r.. inen~ ttnetcial UN .
PhocptlOrtll slIllIilIv. Iren: '1 ttle si:8 'lIlCatd in '''Mal IN' !lis /:ffiI "r.UI'ec ~ !he FIi:ria !.e9lslet,uu, llti'q subjlct to /1llI1Iictia'e on ~~ badlng$, Ih8 p:iIt1l11.lR
iGd,=:! ~ rnOll:''''dOll1t~Ct!lle4 'r.~~Je e2~500i'~ F.AC .
P.,UI. A;r'oClIlura/Sitt Iltotmailon. .
DKcrlptloll or 'Hid..... uu IlIlgriqu!tln1 OF*'2llDM: Srelly desc.'te I"CW res4as <<II be YSIG ill :II. aG(C\;!b3: ocerallon. dIM"
Ot!trminltlcn gf marinulIl residllo1!1llilra;1II ~lI~n '1ls: .1Ce~:I:. ~a~" for'" nirrc;.n 2ma~ .,~ 111 ~:nwa. AtIed: iI steet sl'0Ii1; 1:. Y.:l.al ClIcuCal.i:ns
pttforne-1 I::l de~:'TiM ~ !TZ'Iimu'll a/Je,.,a~ie ~~ua!s rl'l'~r appleat~n l'i~. En'" roe oe:!1':1ll!1e:l fills in (/Ie ~ tatlt COIIlMi'9 appkabl DIe Worr.li.'fotl.
or ~t::n ". 1IrId.
EFWI32JR.a3.txl3, U.s. ~ PII*ICIir:rl A9tnC,. 1993.
Of.' ~(,.. 5l-6_U: X=X.I' ~-:''4 I ~:"..
~H
Item # 4 .
Attachment number 10
Page 10 of 24
Appl"don ZOIle --.rormadon . (lable) . .
A,plcatlon rono ftlI: Each Jpjllleatan ZD1e ,11I1 have U alphlnUlIlertcc:enlllcellon ~.a. '. lA. or A. Illc.l tNt WtD ~Isb ~ /rom h 0,,* Ippblion ~s al N site. 'INs
<.nol!elllal1 MI stl? ~ te appllal1lcn ZD'Ie rdelhhlly ~r.ct :he I~ ~ W c:uiIUIlYe metal, :oadlog wt 110 ~cJced b)' tnW idenllIIc.nen nurrW.
APIlIe.don Ion. nN1g1: Enlel' eech Ippbloll zaw. acrng..
CIQP('~ Enltr "'e pIlllltry CIIlp(3) grown OIl tlIc:h lOnI.
NIIt~.n Dttnand: enler lrIo nir09fll cftml/ld .n :bJ~eer based en hi o:IOfl(s, !J'O'M1 on ..ell !ont.
M.uinUII R..iduIII Nitroll.... AIlp/lntOlt Rill In IbilclIl'yw: Entar lIIe 1I1l1 dllll7Tlhld b p~ n~ i'=nl2.1B11 ror.cell zm!.
M.ulmulI RHidva11 ~'I1l' Applclllon RIll In Ibtlcm,tr. Siller tn. IIlIe jf ... zon. " loQ1Icl in I. aru Idtfrjfttd ~ lIle F'.oridl !.egIslalllll as t:2ing suejecllO r;,trfcllons
on pllolj:ll.lrJil 'ooad~s. . 1'1
Uat a11fty oCIltt fldltlts 1Il.tllnd apply rHilhllllln tach 1011': Lilt tie nlmeS rJ InV olllet I*1Iea no Iud II=pIy IISkilalllo llliIIPPk.aliollZO)'..I.
01. 01 &-It IIVlIIftd Ippllutloll: en. ~ da. ....1Il.lrackinil of lie CU'lUIahelNlllllCllcllnglllrled. 'Tbt~ 01 ~ 1Ma_ bdno stalls Wflllllle Rrst ilpplCl!ion
r:f rt,:dlIa/$1Illn wn slilr.llo reguldcln bp .,.. ellap. SZo84D, F"'c.. Of _40 Cod. 01 FedeaIl RegllW:lnl PiIIt 503. ~..,.. is .....
CumulMM IMflllloaclnllD dlte Jor IICtI JOM: E/lllrllec:lllculalld CWIl&IIIIIvtkt.rq ~ -"ofN"lId IIWa8 treed! zen..
Etflllfld 1IIllIIIIInt.1Ife: en.. 1M ""1IId /Ir.1IiIhg .lIt... lCt tach ZGnIIlutd an flellptCld IMIII !1lItII ~ 10 fl. ZIllllS.
hit N . Rldmlll.n ... W.11IIIIIon
HHCll'ar Iud NCIIIudon; _ dtsCIlbe IIIe '*'vNId 01 holr ~'1W1d becen dIr.Ised wlltlllld ill IlInd rtcllmltolL
!Jilting candIIDn 01 th.lIncl: IIII/Ir dIscriIle !tie CIIIIIII 00ftdIl0n of .. .Ia.
Ruldualllllll'- rtoIIrutfDn actIwIItt: Ikletr dIel:rb how....... lit Ieecl h lit Ml..... .....
Gliding: ~ delc:ibe willi g/ldtri..be..... an ......
Iklllocl of /rIc.rpollllo.: 8Itd)' cIMcrtIt haw b ...... wi lit ~CI'IlId ., .. JOI. 1111 WI Ilt cIonI CIlI-'1Ill1I claJ IS appicIb Iat ClIItII IMiIM".
V..ttatom IIIdr daCIte llflIt wtgeCIdan wi lit pIInIed 011 lilt .... _1II1Ch1c1u1e.
ApPblIn quuttr. (J.,. lit IllflI* 4IIIIlI\' II,.,.,.,. .... ~1ppIId III Ihe... h *t .... (1 bJ a aoo llJ,
PIIt V . CNIIIcIIIone
EICII ~ *'t1g1l1ll111e ~~ sedtlnIand..,.,dIe dill rI.....
A~,....~. ~ Ie ~ ~ RwI/leAUP. It ~....". aptn IIIIJ ~1Iquftd on IpjlIcaIlIe I!Ic:Iled ~>>IIIeAIJP. FOI entl1l1e.'
VlI.Ra Ik'pII tICeed 2 PlIl:8lIt IIld · llOI'IIMW -.,.ell. Is M.'NIId tIlIlwu ~ n IClCllIldN .... __ 62-25, F A.c.. ~ lit .....lIIIIAncIn FbtIa,
""engir.eef,sq,~r'l'tI/lIndon".......~_ . . .. . '. ..
0&'''''' ~I~....... :2.t'ifl
,." 7
Item # 4
'SPS
SLUDGE
PASTEURIZING
SYSTEM
ECYCtING W~
STO A RESOURC
~6 Sludge Di8tJ
. CA\) o~
V H & H Q)/
Inc.
P.O. Box 609 · Ft. White, Florida 32038 . (800) 653-0386
Attachment number 10
Page 11 of 24
Site User Statement
I certify, under penalty of law, that the management
practices EPA 503.14, the site restrictions in 503.32 b(S),
and the vector attraction reduction requirements in S03.33(b)
(0), and DEP Rule 62-640-200 F.A.C. have been met for each
si te on wh1ch liquid or bUlk sewage sludge is applied. This
determination has been made under my direction and supervision
in accordance ~ th . the system designed to ensure thai: qualified
personnel properly gather and evaluate the information used to .
determine that the management practices and site resi:rictions
have been. met. .
I am aware that there are significant penalties for
false certification including the possibility of fines and
impriso~t.
R~ D. Hacht, President
,~oJ/a4J lze,
Item # 4
'SPS
SLUDGE
PASTEURIZING
SYSTEM
~ECYCLING W btTE
INTO A RESO RCE
\0 s\udge 0;8/)
. o.,Vo 01$'
V H & H ~/
Inc.
P.p. Box 609 · Ft. White, Florida 32038 · (800) 653-0386
Landowner Consent Agreement
The undersigned hereby consents to the land application of biosolids on their
properties for the beneficial reuse of nitrogen, organic material and nutrients
pursuant to all applicable laws and regulations in the State of Florida.
Ranch/Farm Name: ~X 15rr:;/C../cA CI4.ff/e eo,
Owner/Agent Name: Ct..ClvK sJlel!UJood
Attachment number 10
Page 12 of 24
Address: (/.tJ .1;0 K' gO{p
Phone: gt.3-- 'S'S-9 ~fl '10
City/State: !.(}.t~/Q.<JtI, rL 31861-
Site Location: oLd [),qcle CHi JJOvtJ,.
Total Acres: 7$'00
County: yJa LJL Cali,i,XTy
1. I understand the following conditions as set forth by the Florida Department of
Environmental Protection as applicable: (Rule 62-640.6 F.A.C.)
1. Cattle and other grazing livestock shall be restricted from biosolids-
amended pastures for a period of thirty (30) days after last application.
2. Food crops with harvested parts that touch the residuals/soil mixture and
are totally above the land surface shall not be harvested for fourteen (14)
months after the last application of residuals.
3. Food crops with harvested parts below the surface of the land shall not be
harvested for twenty (20) months after the last application ofbiosolids
when the residuals remain on the surface for four (4) months. or longer
prior to incorporation into the soil.
4. Food crops, feed crops, and fiber crops shall not be harvested for thirty
(30) days following the last application ofbiosolids.
5. Sod which will be distributed or sold to the public or used on unrestricted
public access areas shall not be harvested for twelve (12) months after the
last application ofbiosolids.
6. Biosolids shall not be applied with 300 feet of a building occupied by the
general public. This may be reduced to 100 feet if the biosolids are
injected into the soil.
II. H&H L.S.D., Inc. as the Applicator, agrees to perform all land-application
operations in a conscientious manner and to abide by all Federal, State, and local
regulations as they apply.
III. It is understood that this is a joint effort by both parties to utilize a valuable
resource in a beneficial reuse program.
Page 1 of2
Item # 4
IV. It is understood that this agreement is exclusive to the undersigned and to H&H
L.SD, Inc. and that no biosolids may be accepted from other parties during the course of
the land-application term. The agreement may, however, be terminated by either party by
giving 60 days written notice to that effect to the other party. H&H can not effectively
direct and operate a land-application program if other Applicators are permitted to
perform similar, simultaneous operations on the same parcel.
V. I have read the local conditions of any County and/or City Ordinances. I give my
pennission and approval to H&H L.S.D, Inc. to land apply residuals or biosolids to the
conditions set forth in the Ordinance.
VI. The term of this consent is for ~ year(s) from the date of execution.
~l{) ~.Ilw
Liquid Sludge Disposal Inc.
~ rf~ /
,-" ';,.-;/ // ... /" } /" /,/
.,:<.,1/ -1 ." / ,'./ ,;
'C,:A. ' " -::> ' ~'-t-,!
Land Owner/Agent
Date
C;/()'). 4J 0)'
/)/-- v? - ",.< 0 0 ~ .-
Date
Page 2 of2
Attachment number 10
Page 13 of 24
Item # 4
1,;".
I.
~o
s.
-
R 23 E.
Attachment number 10
Page 14 of 24
,,';
:~~ ~:.:~ ~.
....,.. \~~.. -.".
. . '. Jr.1'- L I ~ ,tis :'.::.~:
.... .. ..... I"~. .........
.:.:.....:::;,.A",qW~-k.:'.. :,.
~ C~. ~":~:'t.. .~. '~..'"; { :S.;;
.",:- :.:-:.~:..J.~-~:~;;-"..
. ..p/~e &I?d<::,~s:_:.
;:7:...: ~ ;.
;.-" JMJ \S C
+",::~ .speer,
40etal
see.
ce 9
,;
..:,. -"~ .. .
.' . :.... ~..
.J.... ...Z~~.. .:....:...
.=. ~. S~:S~.~ ;.:
\.-.~t~:.... e.sr.;~
:~ ~
,8 :.'~:
\ '1<Jl.,,~'~:"
~ ..+
~,~i:~ ~: fF
__eo.. ............ :_...... ..-.1._
'f5ou1)"~ '. ~. },'.::~;;.'-::-<
no . .__,,:' ;:
Na./er ( '_0. . "
. .... .~':..
~ X i.~,:-,J
'J~ \.:;,_~,;::,<:.
I -+ ,'. _. _ _""= ~
~':-~'~-"'..:- ~:.:: :.:(.;
--. -f:. ....
~
--
- -
~_'-
\
)
-
.
. .-
. .. .~:. ... -:::.~ ~
. :'\':~~~:
. ..... ..:....~...
Q.n7.f'''~ ti .~'~.:\'
.. . . "1'<
.. .. .....
. , .
t: .,o.r;~
......
.. .,
.:-~:: .....
~~-...
n;x
Ca."""/e
Co.
:.. .......;,.
... '..,
-:- -
:....:~
rex Sranch
Ca rr/~ Co.
." .:~~~~~:" :::"-.-'
';':":':~:'0,17. r~~;'Qn
:- ;.-:::- :.4.;::-'
; .......-.. ~c,
... . '.'
~~f~~~' 3~
... ..=-.. ......
.. :....
'"
~ ?-O. ~~
/~. ,J /
.,.;.:-.:-----~
;-:::; "
;..:~
~:~::''';
;...;~?~.~
...,.--.... ~
.....#..-:.
~; :2~:~ :.'. :.
~';r-
I
I
.'f"
.-.. .
......,. ....-.
- .". ~
.- .~-;.:~ C-
." .
. - r
':. '-': ':\
;> /!Jd.5 R"t:~/,,~
.$..u,t:.
Attachment number 10
Page 15 of 24
DA
SHEET
NUMBER
12
"
:.'
{.' .
($ 'to."
~. ,.'
.'
, ", , '1't'~);:-::;. ~
r.~,J',,;,:;:~,z, oJ'.' _ .
" 'of" , .
33 _.' _, ',",,"19
~ ",.'
.....
5 " .' ,,.'.~
t':
-
,-\
P 22 E
-!-
:;
::
/-!-
,
'-
~
-!-
, ..
\ ','. -.,
. ~. :.,.,. ~':'
~~'.
...
'''' . ....
...t~~~,~~t~:.
~IDA
SHEE T
r,urv18lR
20
Attachment
Page 16 of ;~mber 10
. ,
---.
:1
"
}
, '""
... \
.' ...: ". \.
.~
k.
~
'- ~.~.~
.1
1
~
~
" .~. :~. '.!
",<r- ,.~
. ...~ ..
... ,... .iO, ,.
r. · ........... ,. (~ .
;9! "" ,'" '," .' .
-- : ;::-- . . >~ - ;;~t;: ~~~; ,-
..... ~ ,;:;, ',' ,,'7' ~~~
....... ,Aj .' .' .,.............. :' .....; ....'
.....:. :'1!p,~:' '.....,'.:~':'..~ "f.'-J..>., -;)}i....'
~., ." .... ,.,.'
. ..,.. . ' ... . ..... .
. . ~: . :_..... " ~ ; '. . r< ~.,.
. I "~i: ' ~..;r~.-~~;.'" !.....,
. . ':..;~t . ~':'.~~".
Jt - -~ '- ~~ ' ,
.-..... ;.,.
RiLL:380R~ .
~ ," ~H
. -~.
(
"
~
,~
./J
..-J. .
0<
Attachment
Page 17 of ;~mber 10
COUN n,
POLK
FLORIDA
...1
.....---
,-J"" '..~.'
'~4J.l'i l}Clt) ':E~;
.' .-.....
..~..:..:.
,
. "f~~"
,g
.~
~
"/' ii.... . .-
...~:.: _\.\, . ~ -.' 0 .~
\b '€J -;00.{[fJJ ~
.~ ~:~:~,' " -~. . ~,
~ .~
;~
.
, "
,
."
t
"
- t'
1",
~ .
~.~: :'~*':''''
.....
..'
7
..'. 7
. ~.. .. . .
.~. ~ ":'::~~~"
~'"
....
....
....
i~'~'
.~ . ~
rr~'
~\.
~.
;;.'"
~.
~. .
~i~~
L ~.
i/.-~"~
~' .I .
~ '.
,
?; .
;;-:'
~~
~
~
to.''''
~
~ .,
',~~~
.........
-
IJORIDA
SHEEr
Attachment number 10
Page 18 of 24
NUMBER
6
'Y
7r;.
.if
.......
""
....,
:;:7.[' ~:"~j.
~.4.""...'........
...:
Y"
1 -.. "..-,.,.-.. ,.,'
IJl.....~>J._.. ~_ JM't'.l~~:NoL' ._ .
.iI~~...~....:.~.1.-.J"". ~.<:....L..' I,"'_",~
'0' ,'.' '.
Attachment number 10
"-~e--=l9 of 24
POLK
COUNTY,
FLORIDA
.:
.:o;-.~. . ..-_....
:,.
~.:.
.;.... -:.
." r" '.
. ~ - . ", ~ ,.~",.
:'..:.;....
....
:.. ...& .
':. :,':.
.1.
"f'.
"'=
.,. , .:. I 14!
~
. of
.e 7
~ .
,"Item #
~'H
..,
~
.:....'f '~AV?' .;"!"..~~t
Attachm t
P en number 10
age 20 of 24
@
N
I
POLK
COUNTY.
Ii
..
...
~
Ii'l
~
~
N
~
8
o
,.,
~ 8 .r
~ - -1.1" ;--
~ ~.:.;. :
,,1. ~1 ,,\..
;.{:~~; .... .,~
."..~ .:; . . . .
'.'c'.~:::::. ~.
~r.t"~ 6
~~ 7
~..:~~~~. -
.~ '
~. '
-
.
.~-
'I,. ~-
. "."!:,
Polk County. Florida
.6.tt~,....hmt:lnt n"mher 1 0
Page 21 of 24
217
TABLE 17. --SOIL AND WATER FEATURES
["Flooding" and "water table" and terms such as "rare," "brief," "apparent," and "perched" are explained in the
text. The symbol > means more than. Absence of an entry indicates that the feature is not a concern or
that data were not estimated)
,J
I
I I
'I Flooding
Map symbol andlHydro-1 I
soil name I logic: Frequency: Dura-
: rou I I tion
'I ,
'I ,
" I
2--------------1 A INone-------1
Apopka I I I
'I I
I I I
3, 4-----------1 A INone-------l
Candler I I I
'I I
5-----;.;--------, BID INone-------l
EauGallie I I I
'I I
" ,
6--------------1 D INone-------l
Eaton I I I
'I I
C) I, ,
lZ7-------------1 BID INone-------l
Pomona I I I
I I I
I J ,
8-------~------: D I None-------I
Hydraquents I I I
'I ,
'I I
9--------------: BID INone-------1
Lynne I I I
" I
I I I
10-------------1 BID INone-------1
Malabar I I I
I I ,
'I ,
11. I I I
Arents-Water I I I
'I I
I I I
12-------~-----1 A INone-------1
Neilhurst I I I
I I I
I I I
13-------------1 BID INone-------1
Samsula I I I
I' I
I I I
14-------------1 C INone-------l
Sparr I I I
I I I
'I I
15-------------l A 'None-------,
Tavares I
I
I
,
,
Urban land I
(i";) I
~yrna--------l BID
J
I
Myakka--------l BID
I
I
19------------~1 D
Floridana
16.
20-------------
Fort Meade
,None-------,
, ,
I ,
INone-------:
I ,
I ,
INone-------1
I ,
, I
I I
, I
I None-------I
I ,
, I
, ,
J I
INone-------1
I I
, ,
, J
I ,
A
21-------------
IllDDokalee
BID
High water table
I I I
, I I
I Months Depth Kind 'Months
,
,
,
I
,
, >6.0
I
I
I
I
>6.0
I Risk of corrosion
I I
:Uncoated IConcrete
: steel :
, ,
I ,
, I
IModerate IHigh.
, ,
J ,
, I
J ,
I Low------IHlgh.
, ,
, ,
, I
I ,
IHigh-----IModerate
, I
, I
I ,
I ,
IHigh-----IHigh.
I I
I I
, ,
I I
IHlgh-----IHigh.
I ,
I ,
I I
I ,
IHigh-----ILow.
, ,
, ,
, I
I ,
IHigh-----IHigh.
I ,
, I
, ,
, I
IHigh-----ILow.
, I
, I
, ,
, ,
, ,
I ,
I ,
, ,
, ,
, I
:Low------IHigh.
, ,
I I
I ,
/ I
IHiqh-----lHigh.
I ,
I ,
, ,
I I
IModerate !High.
I I
I I
I ,
I I
'Low------IHigh.
,
I
I
I
I
,
I
I
I
I
,
I
,Hiqh-----IH1gh.
I I
, I
IHigh-----IHigh.
I .,
I I
IModerate ILow.
I I
I I
, I
I ,
I Low------l High.
I I
, I
I ,
, I
I High-----IH1gh.
, I
I I
I I
, I
Subsidence
i
Initiall Total
I
I
I n
I
,
I
0-1.0 ,Apparent I Jun-Oct I
I I I
I I I
, , ,
I , ,
+2-0 I Apparent I Jun-Feb I
I , ,
I , I
I I I
I I I
0-1.0 I Apparent I Jun-Oct I
I , ,
I I ,
I I I
I I I
+2-0 !ApparentIJan-Dec/
I I I
I I ,
I , ,
I I I
0-1.0 I Apparent I Jun-Oct I
I I I
I I I
, , I
I , I
O-l.OIApparent'Jun-Nov'
,
,
I
I
I
,
I
I
I
I
>6.0 I
I
,
,
,
+2-0 !Apparent I Jan-Dec I
, I I
I I I
I I I
I I I
1.5-3.5 I Apparent I Jul-oct I
, I I
I I I
I I I
,3.5-6.0 'Apparent'Jun-Dec I
,
,
I
,
,
,
I
I
16-20
30-36
. .,
O-l.O,Apparent,Jun-Oct
J ,
I ,
0-1.0 I Apparent I Jun-Oct ,
, , I
.. I , J
+2-0 I Apparent I Jun-Feb,
I I
I I
, ,
, I
>6.0 I I
I I
, ,
, ,
, ,
O-l.OIApparent:Jun-oct
, I
I ,
I ,
I I
---
Item # 4
--
::.- ' County. Florida
., .0' ::-.~':s of the site, and maidencane is dominant in
,--.0" ,', ::::::' carts, Other desirable forage includes
. "... .'.~~ :;!uejoint panicum, sloughgrass, and low
~ ~.: ...~ Periodic high water levels provide a much
~~~;;'.: ;atural deferment from overgrazing. If
...' ::'~~;\ e grazing occurs, common carpetgrass, an
-:.:.::..ced plant. tends to dominate the drier parts of
:~ s!t?
T~,s soil is severely limited as a site for most urban
.;Ses because of the ponding.
T~e c3Dability subclass is Vllw.
Q Pomona fine sand. This poorly drained soil is in
~ areas on flatwoods. Areas of this soil range from
S :0 several hundred acres. Slopes are smooth to'
~ave and are 0 to 2 percent.
TYPically, this soil has a very dark gray fine sand
surface layer about 6 inches thick. The subsurface layer
tI:) ) depth of about 21 inches is sand. It is light
tltCWnish gray in the upper part and light gray in the
~ part. The subsoil to a depth of about 26 inches is
~ reddish brown loamy fine sand. Below that is very
'*' brown and light gray fine sand to a depth of about
~ t'lChes. light gray fine sandy loam to a depth of
IOcut 60 inches, and light gray sandy clay loam to a
~ of about 73 inches. The underlying material is
..,. gray loamy sand to a depth of at least 80 inches.
:,;.' ~ded with this soil in mapping are small areas of
?:Iarma. Myakka, and Wauchula soils. Smyrna and
;~~ soils do not have a loamy subsoil. Wauchula
~;... ate similar to the Pomona soil. The included soils
~~~ up about 5 to 15 percent of the map unit.
~r1'!- P~mona soil has a seasonal high water table
~~.... 12 Inches of the surface for 1 to 4 months during
:::-- re~. ~he available water capacity is low.
~:~hty IS moderate or moderately slow in the
~. . PIt1 of the subsoil.
.' : 1Ioct. areas of this soil are used as rangeland or
- ~ J1IUd. In some areas where water management is
~ t.. tho '.
'." ,IS soil IS used for citrus, improved pasture,
'.,~~ crops. T~e natural veg~tation is mostly saw
;_~hPlne, longleaf pine, South Florida slash
'::::,~ 0IIbe threeawn, chal~y bluestem, fetterbush
:;t,;:i,(-' rry, and 10...... panlcums.
~r~-,... ~ ~d droughtiness are very severe limitations
~J~Ld ~ated cr~ps. T~e number of sUi,table crops
ttfl'" . less very IntenSive water and SOil
~.::~ ~~ p~actices are used. If good water.control
~~'_ :OVtng measures are used, some vegetable
fJ~ltT:"- grown. ~he water-control system must
" ,......~ water In wet periOds and provide water
., dry periods. Crop rotations should keep
f,ttachment nUA'lser 10
Page 22 of 24
25
close-growing, soil-improving crops on the land three.
fourths of the time. Crop residue and soil-improving
crops help to maintain organic matter content and
protect the soil from erosion. Seedbed preparation
should include bedding of the rows. Fertilizer and lime
should be added according to the needs of the crop.
Unless intensive management practices are used,
this soil is poorly suited to citrus, A carefully designed
water control system is required. Citrus trees should be
planted on beds, and a plant cover should be
maintained between the trees. Fertilizer and lime are
needed.
This soil is well suited to pastures of pangolagrass,
improved bahiagrass, and white clover. Water-control
measures are needed to remove excess surface water
after heavy rainfall. Fertilizer and lime are needed, and
grazing should be controlled to prevent overgrazing and
weakening of the plants.
Typically, the South Florida Flatwoods range site
includes areas of this soil. The dominant vegetation is
scattered pine trees with an understory of saw palmetto
and grass. If good grazing management practices are
used, this range site has the potential to produce
significant amounts of creeping bluestem, lopsided
indiangrass. chalky bluestem, and various panicums. If
range deterioration occurs, saw palmetto and pinel and
threeawn' are dominant.
The potential productivity for pine trees is moderately
high. The major concerns in management are seedling
mortality, plant competition, and the equipment use
limitation during periOds of heavy rainfall. South Florida
slash pine and slash pin~ are the be~t trees to plant.
This soil is severely limited as a site for urban
development because of the wetness. The high water
table interferes with proper functioning of septic tank
absorption fields. The absorption fields can be elevated
by adding fill material. To overcome the problems
caused by wetness on sites used for buildings or local
roads and streets, a drainage system can be installed to
lower the high water table or fill material can be added
to increase the effective depth to the high water table.
The wetness and the sandy surface are severe
limitations affecting recreational uses. A water-control
system is needed to keep the high water table below a
depth of 2.5 feet. Suitable topsoil or pavement can be
used to stabilize the surface in heavy traffic areas.
The capability subclass is IVw.
8-Hydraquents, clayey. These soils occur as areas
of slime (colloidal clay), a by-product of phosphate
mining. The slime has been pumped into holding ponds.
These ponds have standing water, and the soil strength
Item # 4
L--
~. , County, Florida
_ ~" 3-d threeawn, creeping bluestem, lopsided
.~. -~- ':'3:35, hairy panicums, low panicums, and purple
~ - -
... ..3'" ~ ..:. .::
. . ~ ~ ;~~!i has severe limitations affecting most
. '. _,:ed crops, Droughtiness and rapid leaching of
: -,"~: ~ulrients limit the choice of plants and reduce
;;;"'~:Ial yields of suitable crops. If the high water table
's :e:v.een depths of 40 and 60 inches, it supplements
~ 'cw available water capacity by providing water
~rc\,;gh capillary rise. In very dry periods, the water
~~e :'cos well below the root zone and little capillary
d'er s .'l,.aiiable to plants. Soil management should
",,!uce rew crops on the contour in strips with close~
~'ng cropS. Crop rotations should keep close-
;rcwmg crops on the land at least two-thirds of the
~e, Fertilizer and lime are needed for all crops. Soil-
~pI"oving cover crops and all crop residue should be
~ on the ground to protect the soil from erosion and to
ft"...tItltain organic matter content. Irrigation of high value
~ generally is feasible where irrigation water is
tNd11y available.
In places that are relatively free from freezing
!llrftC)eratures, this soil is well suited to citrus. A good
~nd cover of close-growing plants is needed
tlIMeen the trees to minimize erosion. Fair yields can. "
normally be obtained without irrigation, but optimum
'yWd$ generally are feasible where irrigation water is
, "tHddy available. Fertilizer and lime are needed.
;.(. This soil is well suited to pastures of pangolagrass,
~CI:IiIStal bermudagrass, and bahiagrass. White clover
:~ Ir'd lespedeza also produce good yields if fertilizer and
~;... are used. Controlled grazing is needed to maintain
~:~ plants for maximum yields.' .'
!';~,TJPically. the Longleaf Pine-Turkey Oak Hills range
r...lndudes areas of this soil. The dominant vegetation
~.lQngIeaf pine and turkey oak. Because of the rapid
e- ~r.tI'ne1,t of plant nutrients and water through this soil,
,j.... fertility is low. Forage production and quality are
.:. fOOr. ~ cattle do not readily use this range site if
~,:""I&tes are available. Desirable forage includes
,~~~1Ij b1uestem. lopsided indiangrass, and low
:,~.
~~,~ poten~al productivi~ for pine trees is moderately
~/M . .~ mClJor concerns In management are the
.'1; -r.:.r lla.'IIl use limitation, plant competition, and
. ~irnd mortality: Longleaf pine, South Florida slash
,,', ~h pme are the best trees to plant.
IS a moderate limitation affecting septic tank
, 1ft ~Ids. G~ound water contamination is a
---., high denSity areas because of poor filtration.
. '.' i.~ is a severe limitation aHecting sewage
~
l\tt'::),...t;;H;~l;;JQn'" nllmher 10
Page 23 of 24 '
31
lagoons and sanitary landfills, and the sidewalls should
be sealed. Limitations affecting sites for dwellings
without basements, small commercial buildings, and
local roads and streets are only slight.
The sandy texture is a severe limitation affecting
recreational development. Suitable topsoil or pavement
can be used to stabilize the surface in heavy traffic
areas.
The capability subclass is Ills.
16-Urban land. This map unit consists of areas that
are more than 85 percent covered by buildings, streets,
houses, schools, shopping centers, and industrial
complexes. Urban land is mainly in larger towns and
fringe areas. Open areas include lawns and
playgrounds. Because soils in urban areas have been
reworked, they can no longer be recognized as a
natural soil. Fill material has been added in wet areas
to alleviate water problems, or soil material has been
excavated to blend with the surrounding landscape.
Neither a capability subclass nor a woodland
ordination symbol has been assigned to this map unit.
'G;Lsmyrna and Myakka fine sands. This map unit
consists of poorly drained soils in broad areas on
flatwoods. It is about 55 percent Smyrna soil and 40
percent Myakka soil, but the proportion varies in each
mapped area. Areas of each soil are large enough to be
mapped separately, but because of present and
predicted use, these soils were mapped as one unit.
Areas of these soils range from 10 to seve'ral hundred
acres. Slopes are smooth to concave and are 0 to 2
percent.
Typically, this Smyrna soil has a black fine sand
surface layer about 4 inches thick. The subsurface layer
is gray fine sand to a depth of about 12 inches. The
subsoil is dark brown and brown fine sand to a depth of'
about 25 inches. Below that is very pale brown fine
sand to a depth of about 42 inches and very dark brown
fine sand to a depth of about 48 inches. The underlying
material is brown and light brownish gray fine sand to a
depth of at least 80 inches.
Typically, this Myakka soil has a very dark gray fine
. sand surface layer about 7 inches thick. The subsurface
layer is gray fine sand to depth of about 25 inches. The
subsoil to a depth of about 36 inches isfine sand. It is
black in the upper part and dark brown in the lower
part. The underlying material is yellowish brown fine
sand to a depth of at least 80 inches.
The Smyrna and Myakka soils have a seasonal high
water table within 12 inches of the surface for 1 to 4
Item # 4
32
@C6u'7
months inmost years. The available water capacity is
low. Permeability is moderate or moderately rapid in the
subsoil.
Included with these soils in mapping are small areas
of Basinger, Immokalee, Ona, and Pomona soils.
Pomona soils have a loamy subsoil. Basinger,
Immokalee, and Ona soils are similar to the Smyrna
and Myakka soils. The included soils make up 5 to 15
percent of the map unit.
The natural vegetation on Smyrna and Myakka soils
is mostly longleaf pine, slash pine, South Florida slash
pine, saw palmetto, running oak, gallberry, waxmyrtle,
huckleberry, pineland threeawn, and scattered
fetterbushlyonia. A few areas around large lakes are in
oak hammocks.
Wetness and droughtiness are severe limitations
affecting cultivated crops. The number of suitable crops
is limited unless very intensive management practices
are used. If good water-control and soil-improving
measures are used, some vegetable crops can be
grown. A water.control system must remove excess
water in wet periOds and provide irrigation water in dry
periods. Crop rotation should keep close-growing, soil.
improving crops on the land three-fourths of the time.
Crop residue and soil-improving crops help to maintain
organic water content and protect the soil from eroding.
Seedbed preparation should include bedding of the
rows. Fertilizer and lime should be added according to
the needs of the crop.
Unless very intensive water management practices
are used, these soils are poorly suited to citrus. Areas
subject to frequent freezing are not suitable. A water.
control system must maintain the water table at an
effective depth. Citrus trees should be planted on beds,
and a plant cover should be maintained between the
trees. Fertilizer and lime are needed.
These soils are well suited to pastures of
pangolagrass, improved bahiagrass, and white clover.
Water-control measures are needed to remove excess
surface water after heavy rainfall. Fertilizer and lime are
needed, and grazing should be controlled to prevent
overgrazing and weakening of the plants.
Typically, the South Florida Flatwoods range site
includes areas of these soils. The dominant vegetation
is scattered pine trees with an understory of Saw
palmetto and grass. If good grazing management
practices are used, this range site has the potential to
produce significant amounts of creeping bluestem,
lopsided indiangrass, chalky bluestem, and various
panicums. If range deterioration Occurs, saw palmetto
and pine/and threeawn are dominant.
Attachment
Page 24 of 24
The potential productivity for pine trees is mOder
The major concerns in management are the equipm
use limitation, seedling mortality, and plant com Per .
South Florida slash pine and slash pine are the best
trees to plant.
These soils are severely limited as sites for urban
development because of the wetness during rainy
periods. The high water table interferes with proper
functioning of septic tank absorption fields. Fill material
can be used to elevate the absorption field. Special .
measures are needed to overcome the wetness
limitation at sites for buildings and local roads and
streets. If adequate water outlets are available,
drainage can be installed to keep the high water table
below a depth of 2.5 feet. Building sites and roadbeds
can also be elevated by adding fill material to increase
the effective depth to the high water table.
The wetness and the sandy surface are severe
limitations affecting recreational uses. A water-control
system is needed to keep the high water table below a
depth of about 2.5 feet. Suitable topsoil or pavement
can be used to stabilize the soil in heavy traffic areas.
The capability subclass is IVw.
19-Florldana mucky fine sand, depressional. This
very poorly drained soil is in depressional areas mostly
on flatwoods. Areas of this soil range from 3 to several
hundred acres. Slopes are smooth to concave and are
o to 2 percent.
Typically, this soil has a surface layer that is 15
inches thick. The upper part is black mucky fine sand
and the lower part is black fine sand. The subsurface
layer to a depth of about 28 inches is fine sand. It is
gray in the upper part and grayish brown in the lower
part. The subsoil is grayish brown sandy clay loam to a
depth of about 40 inches, light grayish brown sandy
clay loam to a depth of about 48 inches, gray sandy
clay loam to a depth of about 58 inches, and greenish
gray sandy loam to a depth of at least 80 inches.
Included with this soil in mapping are small areas of
Chobee, Felda, Holopaw, and Kaliga soils. Chobee soils
have a loamy subsoil within 20 inches of the surface.
Kaliga soils are organic. Felda and Holopaw soils are
similar to the Floridana soil. The included soils make up
15 to 20 percent of the map unit.
This Floridana soil is ponded for more than 6 months
during most years. Areas on flood plains are subject to
frequent flooding as well as to po.nding. The available
water capacity is moderate. Permeability is very slow or
slow.
Most of the acreage of this soil remains in natural
Item # 4
p-
,-
f
.
~
Attachment number 11
Page 1 of 31
Florida Department of Environmental Protection
Twin Towers Office Bldg" 2600 Blair Stone Road, Tallahassee, Florida 32399.2400
Agricultural Use Plan
Part I. Facility Information
1. Facility Name
Facility Classification (check one from each column as appropriate)
o Domestic Wastewater Treatment Facility
o Residuals Management Facility
o Septage Management Facility
o Type I
o Type II
o Type III
o New
o Existing
Facility 10
Contact Person
Phone
2. Quantity of Residuals Generated Yearly
3. Residuals Characteristics (annual arithmetic averaae):
Title
Fax
dry tons (1 ton = 2000 IbID Actual
o Estimated
Parameter
Units. Ceiling Limits
for Class
AandB
Concentration
P"arameter
(contihued)
Units. . Ceilihg
Limits for
. Class
A ,and,S
Concentration
Arsenic
75
Selenium
42.0
10Q
Total Potassium %
Total Solids %
H
std. units
Cadmium . m k 85 Zinc m 75.00
.A11 units are In a dry weight basis except for total solids and pH, All sampling and analysis shall be conducted pursuant to Title 40 Code of Federal Regulations, Section 503.8, and the
POTW Sludge Sampling and Analysis Guidance Document.
N/A = nolapplicable
4. Pathogen Reduction Class Provided:
Describe the pathogen reduction method used:
OA
OB
(Rule 62-640.600(1), FAC)
EPA Vector Attraction Reduction Option Used: (Rule 62-640.600(2), FAC.1
01
06
02
07
03
Oa
04
09
05
o 10
DEP Form 62.640.210(2)(a), effeclive 12/01197
Page 1
Northwe,' Dillrict
150 Govemmental Center
Penoacola, Aorida 32501.5794
904.444-8300
Northea'IOlalricl
7925 Baymaadowa '!lay, Sulta 200B
JackaonviJla, Aorida 32258-75n
9Ool-448-04300
Central Dialrict
3319 Maguire Blvd, Sulle 232
Oriando, Aorida 32803-3767
4OHl94.7555
Southwesl Diatrict
3804 Coconut Palm Drive
Tampa, Aodda 33819~2'e
913-744~100
SoulhOialricl
2295 Victoria Ave., Sull. 384
Fort Myel>, Aorida 3390'
913.332-a975
~~i1aIOi8tri~
wesl~~'be~riaa~
407-8ll1-6800
Attachment number 11
Page 2 of 31
)
),
Part II. Residuals Site Information
1. Site Name 5R RANCH
Site Classification: ~ Agricultural 0 Reclamation
Site Address 1752 ALTURAS BABSON CUTOFF ROAD
City LAKE WALES State FL Zip 33859
Site Coordinates: Latitude 270 50.555' · N Longnude 810 36,809' W
Section 10, Township 30S Range 27E County POLK
Road Directions to Site (ALSO SEC 14.17; 20.23; 26-29). TAKE ALT US 27 SOUTH FROM LAKE WALES TO AL TURAS BABSON
CUTOFF (640). PROCEED WEST ON 640 APPROX. 2.5 MILES TO RANCH RESIDENCE ON RIGHT.
Site Owner LOWELL E. RUPP
Site Manager (if different from owner) DONALD BRYAN
Owner/Manager Street Address 1752 ABC RD.
City LAKE WALES State FL Zip 33859
Phone 863638.3519 Fax
2. Total Acreage of Site 3950 acres; Total Acreage to be Applied 887 acres (Sum of Application Zones)
Enter individual application zone acreages in the table in Part III, item 2.
3, Site pH 4.5 .7.0
4. Attach a County Section Aerial Map, or a copy of such map, indicating the boundaries of the site and delineating the boundary of each
residuals application zone. The following information should be indicated on the map:
· The identification number for each application zone;
· Residuals storage facilities, if any on the site;
· Water supply wells on the site or within 500 feet of the site;
· Surface waters on the site or within 1000 feet of the site; and,
· Occupied buildings on the sit.e or within 300 feet of the site.
The boundary of each application zone shall be shown to conform to the following requirements:
· 300 feet from buildings occupied by the general public (may be reduced to 100 feet if residuals are injected into the soil);
· 1000 feet (setback area vegetated) from Class I water bodies, Outstanding Florida Waters, or Outstanding National Resource Waters;
· 200 feet (setback area vegetated) from any other surface water, including wetlands that are classified as waters of the state, except canals
or bodies of water used for irrigation, which are located completely within the site and will not discharge from the site (this distance may be
reduced to 100 feet if the requirements of Rule 62-640.700(4)(a)1. or 2., FAC., are met);
· 300 feet from any private potable water supply well or 500 feet from any public potable water supply well; and,
· 200 feet from any visible evidence of subsurface fractures, solution cavities, sink holes, excavation core holes, abandoned wells or other
natural or man.made conduits that could allow direct contamination of ground water.
· Site slopes shall not exceed 8%.
5. Describe how site use restrictions will be met in accordance with Rule 62-640.600(3), FAC.
SITE HAS RESTRICTED ACCESS. WATER TABLE OBSERVATION WELLS TO BE INSTALLED IN ACTIVE APPLICATION ZONES.
SETBACKS AND BUFFER ZONES OBSERVED PURSUANT TO RULE 62.640 FAC.
6. Attach Natural Resources Conservation Service maps demonstrating that the seasonal high ground water level is not within 2 feet of the ground
surface for each application zone. If the seasonal high ground water level will be within 2 feet of the surface or is undetermined, determine the
ground water level in one or more representative locations in each application zone prior to each application of residuals. Indicate these
locations on the map. If the seasonal high ground water level will be within 2 feet of the surface or is undetermined, describe what will be done
with any residuals that would have been applied to the site (storage, alternate application sites, etc.).
AL TERNATE SITES AVAILABLE WHEN PERIODS OF HIGH WATER TABLES RESTRICT LAND APPLICATION
Item # 4
n.p .nrm 1\7.640.21012I1al. "WeeIN" 12AJ1197
Pa... 2
Attachment number 11
Page 3 of 31
I'
7. Using an appropriate map such as a USGS topographic map, determine site slope and attach documentation of the slope determination
procedure used to demonstrate that land application zone slopes do not exceed 8 percent. If slopes exceed 2 percent in one or more land
application zones, attach a Conservation Plan prepared by or approved by the Natural Resources Conservation Service or a storm water
management plan prepared in accordance with Chapter 62-25, FAC., by an engineer registered in Florida. The plan shall demonstrate that
suitable soil infiltration rates and stormwater control measures exist at the site to retain runoff generated by the 1 Q-year recurrence interval
1-hour duration storm event. Berms shall be placed for this purpose if necessary.
Maximum Site Slooe <2 %
8. If residuals will be stored temporarily (30 days or less) at the application site, describe the provisions for storage: IT IS ANTICIPATED
THAT r.AKF RF~lnI IA! ~ Will RF I ANn~PRFAn nN A nAil Y RA~I~
If residuals will be stored for longer than 30 days (but not more than 2 years), attach documentation demonstrating that: a) the storage facilities
at the site are adequate for the rates of residuals generation by permitted wastewater facilities sending residuals to the site; b) all of the
residuals stored at the site, up to the capacity of the on-site storage facilities, can be land applied without resulting in an exceedence of
cumulative loading limits or agronomic rates; and c) a longer storage period is needed because of agricultural operations or climatic factors at
the site.
9. Describe the incorporation method and application technique to be used. INCORPORATION, WHEN REQUIRED, IS ACCOMPLISHED
WITH FDFP APPRnVFn Ar.RIr.11I TI/RAI F()[ JlPMFNT
10. If .other solids. as defined in Rule 62-640.200, FAC., will be applied to the residuals application site, describe the intended beneficial use and
method of aoolication: N/A
11. Is this site located in an area identified by statute or by rule of the Department of Environmental Protection as being subject to restrictions on
phosphorus loadings? 0 Yes [gI No
If yes, attach: a) documentation of the characterization of soil phosphorus as determined by site-specific soil testing including results of initial
soil testing performed before the first application of residuals to the site and a description of how subsequent soil testing will be accomplished
after the completion of each crop cycles or growing seasons but before residuals are applied for the next crop cycle or growing season; b) a
description of how the phosphorus content of all sources of phosphorus applied to the site will be accounted for in establishing residuals
application rates at the site; c) a determination of the agricultural phosphorus needs of crops grown at the site; d) a description of the
adequacy of measures that will be used to minimize or prevent water quality impacts that could result from sediment transport from residuals
application areas to surface waters; and e) a description of the capacity of the soil to hold phosphorus.
Part /II. Agricultural Site Information
1. Describe how the use of residuals on this site is part of planned agricultural operations.
RESIDUALS BEING UTILIZED TO INCREASE SOIL FERTILITY AND ORGANIC FRACTION OF SOIL. FERTILIZER
VALUE ENHANCES CROP PRODUCTION TO OPTIMIZE CATTLE OPERATION
2. Determine the maximum allowable residuals nitrogen application rate using the nitrogen demand of the site vegetation.
a. Mark the following as appropriate:
Basis for determination of nitrogen demand:
I8l Nitrogen loading table in Rule 62-640.750(2)(a), FAC.
o Recommendations of Natural Resources Conservation Service or Institute of Food and Agricultural Sciences (attach documentation)
o Other; identify (attach documentation)
Method used to determine maximum residuals nitrogen application rate:
I8l Rule 62-640.750(2)(b)1., FAC. . The calculation method in Chapter 7, Environmental Protection Agency, Process Design Manual for
Land Application of Sewage Sludge and Domestic Septage.
o Rule 62.640.750(2)(b)2., FAC. - Other methods if approved by the Department.
Enter the maximum residuals nitrogen application rate in the table in part b. Attach a sheet(s) showing the calculations performed for the
rate as well as the other information entered in the table. Clearly indicate how the nitrogen assimilation rates are weighted for different
crops grown on the same zones at the same time or consecutively. Also indicate how contributions of nitrogen from other applied sources
are accounted for in the calculations.
Item # 4
nF'P Fnrm "'.040.210'2118\. .noeliv. 1/,\)fl97
D........ 't
b. Application Zone Information:
5R Ranch - Tampa Howard F Curren AWTP
Col1 Col2 Col3 Col4 Col5 Col6 Col7 Col8 Co
Application zone 10# 3 4 5 7 8 9 10 12 1:
Acreage of zone 121 36 196 90 56 47 56 126 11
Crop{s) grown on zone Bahia Bahia Bahia Bahia Bahia Bahia Bahia Bahia Bal
Nitrogen demand (lb/acJyr) 200 200 200 200 200 200 200 200 2C
Max Nitrogen Application 405 405 405 405 405 405 405 405 4C
Rate (lb/acJyr)
Max Residuals Phosphorus N/A N/A N/A N/A N1A N/A N/A N/A Nt
Application (lb/acJyr)
Other Facilities Applying
Residuals in each zone. Plant City; Plant City; Plant City; Plant City; Plant City; Plant City; Plant CitY; Plant City; Plant
NWRWRF; NWRWRF; NWRWRF; NWRWRF; NWRWRF; NWRWRF; NWRWRF; NWRWRF; NWR\
SP #701; SP #701; SP #701 ; SP #701; SP #701; SP #701; SP #701 ; SP #701; SP#
SP #702; SP #702; SP #702; SP #702; SP #702; SP #702; SP #702; SP #702; SP#
SP #703; SP #703; SP #703; SP #703; SP #703; SP #703; SP #703; SP #703; SP#
SP #704; SP #704; SP #704; SP #704; SP #704: SP #704; SP #704; SP #704; SP#
Date of initial application
Cum. metals loading to date
Arsenic 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.
Cadmium 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.
Copper 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.
Lead 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.
Mercury 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.
Nickel 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.
Selenium 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.
Zinc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.
Estimated remaining site 348 348 348 348 348 348 348 348 3~
life (years)
. Baseline loading is cumulative loading since date of initial application.
Page 4
Item # 4
H & H LS.D.. INC
P.O. BOX 390
BRANFORO. FL 32008
(800) 653-<l386
AGRICULTURAL USE SITE
SITE liFE CALCULATIONS
5 R RAN CH
unllTY: ST PETERSBURG #701. 702. 703 & 704; ANALYSIS: TN 6.9 %DW Pb 45.2 mglkg
TAMPA HFC; PlANT CITY; (ANNUAL AVGS) TP 3.1 %DW Hg 1.02 mglkg
HILlSBOROUGH NWR. TK 0.4 %DW Mo 17.3 mglkg
TS 12.1 %DW Ni 25.1 mglkg
pH 7.9 units Se 8.6 mglkg
AG SITE: 5R RANCH As 7.2 mglkg Zn 960 mglkg
POLK COUNTY FL Cd 5.2 mglkg N 462 Ibslload
Cu 651 mg/I<g
SITE VEGETAnON: PASTURE FORAGE
NITROGEN DEMAND: 200 lBSIACIYR
MAXIMUM NITROGEN lOADING
MAXIMUM LOADINE
MAXIMUM lBSlAClYR DRY SOLIDS
405 lBSIACIYR {CHPT 7. EPA, PROCESS DESIGN MANUAL FOR LAND APPliCATION OF SEWAGE SLUDGE AND DC
29 CUYDSIACIYR
5906 lBSIACIYR
CALCULA nONS:
ESTIMATED LIFE OF SITE IS BASED ON MAXIMUM ANNUAL NITROGEN lOADING. COMPUTED FROM CHPT 7 CALCULAnONS (ABOVE)
AG USE SITE HAS REFERENCED EXISnNG CUMULAnVE METALS LOADING.
SITE LIFE DETERMINED BY DE;P AND EPA MAXIMUM ALLOWABlE POllUTANT LOADING RATE (CPlR)
APPLICATION ZONE DATA ARSENIC CADMIUM COPPER lEAD MERCURY NICKEL SELENIUM
lbIac kglha lbIac kglha lbIac kglha lbIac kglha IllIac kglha IllIac kglha IllIac kglha
MAXIMUM ANNUAL lOADING 0.04 0.05 0.03 0.03 3.8 4.3 0.3 0.3 0.01 0.01 0.15 0.17 0.1 0.06
EXISnNG CUM. lOADING 0.00 0.00 0.00 0.00 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MAX AllOWABLE lOADINGlAC 36.6 34.8 1340 268 15.2 375 89.3
ESTIMATED SITE LIFE (YRS) 862 1130 348 1004 2534 2532 1755
SELECT MOST LIMmNG 348
Item # 4
Attachment number 11
Page 6 of 31
FROM H&H LSD INC / SO FL
FAX NO. : 561 274-9092
Mar. 19 2008 11:18AM P1
Part IV . Reclamation Site Information (if applicable)
1. Describe the circumstances that have caused damage to the land and resu~ed in the need to perform land reclamation: N/A
2. Describe the existing cond~ion of the land: N/A
3. Describe how the use of residuals on this site will be part of planned land reclamation activities. N1A
4. Describe gra~i~y.to be performed: (All site gradlnQ.shall'be'_'$.te.d;&t~~~:tesiduals. application beginS.). NlA
................
5. Describe the method of incorporation Into the soil that will be used: .(ine lpplief;!.-materialshall'.pe Incorporated Into the soli the same day as
application, except for Class A residuals.) NlA . . . . .
6. Describe the type of vegetation to be establiShed and the schedule for planting: (Seed or turf-forming grass shall be planted as soon as
possible, but in no case later than three months attar the last application ot residuals.) N/A
.. '. . '.
7. Detoribe the anticipated application quantity.(dry tons/acre): (The maXimum al~wable ~p~li~tion quantity is 50 dry tons/acre witil such .
appllcE\~on to buccomplished one time within a one-yelll' period OD any: acre ot,the site.) N1A .
'. ,..., ,"
.' ,,' .,'.
Part V . Certifications
Permittee
The permittee certifies that he/she i$ famniar with and shall comply with the applicable requirements of Chapter 62-640, FAC.; shall allow land
applicatiOn of hislher residuals only on a site for which an Agricultural. Use P~n has been approved by the Department, and that the residuals to
be land applied shaD meet the general crit~ In Rule..62-640.700(1). F,A:Q.:a.nd .sball be~ted to the standards as identified in this plan. The
permittee also certifies that he/she' sball rilai~.a:r~'!f;~( :tbe)btal :<i~vW', t?f ~idii~: ~.d .appU~t{.at this site and. will file. with the
Departmenfanannlial summary of the residuals apP1led on this site,ar;d that ihe 'resIduals hauler-and appUCatlon sit. owner or maAage~ have
been made aware of the.proviSlons of this rule. '. .. .
Title
Date
Signature of Permittee
S~e Owner
The site owner certifies that he/she has been provided a copy of Chapter 62~, FAC., and that the site information providacl in this plan is
~1o~be9tof_~. '. .
. ~~. ~.t4.L:~b?,tJI. ~/CB . ..
Signature of Site Owner .. ~ . . .. Date. . ...
. ~.I:. I'
Item # 4
DEPForm6H4021o(2)(al,e/IeCWO 1:Ml1!J7
"* 5
Attachment number 11
Page 7 of 31
INSTRUCTIONS FOR AGRICULTURAL USE PLAN
This (orm shall be completed in eccordence with Ghapter 62-640, Florida Administrative Goda (FAG.), and submittad to the appropriate Department Dlstriot Office with the application for a
wastewater permit for faollltles which apply or Intend to apply domestio wastewater residuals to land for agricultural or reolamation purposes. A form must be completed for each site where
the faclllly's residuals wlll be land applied. If the application sftes are modified or new application sites are to be used, a modified or new AgrioulbJral Use Plan must be submitted with an
eppllcation for a minor permit modification In accordance with Rule 62-640.300(2), FAC. All applicable Items must be completed In full to avoid delay In processing. If attached sheets (or
other technical dooumentation)~re used In place of the blank space provided, refer to them In that space. All Information Is to be typed or printed In Ink. Faolllties which produce Class AA
residuals In accordance with Rule 62-640.850, FAC., are not required to complete this form and Class AA residuals may be distributed and marl<eted under the provisions of Rule 62-
640.850, FAC.
Part ,. Feclllty Information.
FacUlty Name: Enter the name of the faolllty as It appears on the facility wastewater permit or permit application.
Facility Classification: Cheok one block from each column as applicable.
Facility 10: Enter the facility Iden1iflcation number as It appears on the f~ofllty wastewater permit.
Conflct PersonlTltlelPhoneIFax: Enter the name and applloablelnformation of the person who can be conlaoted for questions regarding the fao/llty and this agrloulturaluse plan.
QuantitY or Residuals Generated Yearly: Enter the lolal quantity of residuals generated or expected to be generated by the fao/Illy on a yearly basis. Check whether.the entered quantity
Ie an eotual ob&elVed amount or If It Is an estimated amount. Residuals management facllltles shall enter the amount of ree/duale th8t will be freated on a yearly baals.
Residuals Characteristics: Enter !he arl!h'metio everage for each parameter from the analyses of prevlous year of operation for an existing facility or the predloted concentratiOns of each
parameter for a new faolllty. All units are In dry weight basis except for tolalsollds and pH.
Pathogen Reduction Clall Provided: Entar the pathogen reductfon class provided by 1Iils faolllty. Choose only one.
Description 01 plthogen reduction method Uled: Briefly summarize theprooess ueed to achieve the above pathogen class. ThIs should s/mply be abstiaoted from informalfon
8IbmIlled for the permittee's permit application or facility engineering report. A professional engineer's signature Is. not requfred for !hIs entry.
Vector AUrlCtlon 0 on Used: Mark !he V AR tion ueed b thiefaoll for Ita residuals. Choose one from the table below.
".. ,:.~ ..;.. .,,, .
0 n Number Descrl
1
2
3
4
5
6
7
8
Nota:
Part II. Residuals Site Infonnatlon
SIte Name: Enter !he name of the sits that !his agricultural use plan desorlbes.
Site ctassfficatlon: identify the site as an agricultural site ora land reclamation alte.
Site AddresslCltylStateJZJp: Enter ths aotuallooa1lon addrees of the alte.
Site Coordinates: Enter the latitude and longitude of the site In !he degrees, minutes, seconds formal Use the centroid of !he site.
SectfonlTownsblpiRangelCounty: Enter the secIlon, ~, range, and county name. Section, township, end range can usually be found on a U.S. G. S. topographical msp.
Road DlrecIlons to Site: Enter the driving dlreotlOl18 neoassary to visit the elte.
Site Owner: Enter the legal nama of the owner of the sits.
Site Manager: Enter Ihe site manager's name if the sits Is managed by someOne other than !he owner.
OwnerlManager Street AddrllslClty/stateJZlplPhoneIFax: Enter the addrees and telephone Information of the responsible person for !he site.
Total Ac:reage or SltefTotal Acreage to be Applied: First enter' the enUre acreage of !he ldentifled site, then enter the sum of the acreages of ell the epplcatlcn zones that will be used by
this 1aoI1lly. Enter the acreages of each IndMdual appllcaUon zone IIe1ed In the table In Part III, Item 2.b.
Site pH: Enter the pH of the n's soli, tested In.a IocaUon that Is representative of application zone(s).
County Section Aerial Map with Id.nUflcatJon 01 site f.atures: Provide the county secIlon aerial map In a Jegble form wl!h the Indicated features clearly Identified.
Site rntrlcllons: Briefly desaibe the provlelont made to ensura!he elte will meet the applicable site restrlcllone In Rule 62-640.600(3), F AC.
Seasonal high ground water I.wl: The ground water level shall not be wlthln two teet of the soli surface when applying residuals. Natural Resource Conservation Service Maps may be
used to Indicate that the 888sonal high ground water level Is not wl!hln two feet of the ground surlaoe.Olhelwhle, the ground water level shall be tested prior to application. Briefly descrfbe
what provisions win be made for any residuals that would have been applied if the test reveals that the ground water level Is within two feet of the soli surfaca.
Maximum lite slope: Determlna!he site's maximum slope. It may not exceed 8 percent and if greater than 2 percen~ a conservation plan must be attached.
Residuals storl(Jl: Briefly describe any provisions for temporary storage of reslduaJs at the site.
Incorporatl(l(l and application methods: Briefly describe the intended method of Incorporation 01 the residuals Into the soil (if any) and method of application.
Other Solids If 'other solids' ar~ to be applied to !he site, briefly desaibe the Intended bene1icfa1 use.
PhOlphorullenlltlvureas: If the elte Is located In an area that has been identified by the Florida Legislature as beJng subject to restrictions on phosphonJsloadings, the plan must
address the Information described in Rule 62.040.500(4), FAC. .
Part III. Agricultural Site Information:
DlKrlption of residuals use In agricultural operations: Briefly descnbe how residuals will be used in the agricultural opera~ons of the site.
Determlnatlon of maximum residuals nltrogsn appllcatlon rats: Identify the basis for the nitrogen demand and any adjustments. Attach a sheet showing the actual calcula~ons
performed to determine the maxlmumallowable residuals nitrogen applica~on rate. Enter the determined rates in the following fable containing application zone informa~on.
Item # 4
t"len c_ l:""'I f:H'l "4t"1l'1v..1 ...Ill............ 1'.U"'llIt'l"l
Attachment number 11
Page 8 of 31
Appllcatlon Zone Information - (table) ,
Appllcatlon zone 10#: Each application zone shall have an alphanumeric Identification (I.e. 1, 1A, or A, eto.) that will distinguish it from the other application zones al the site. This
IdentiflO8tion will stay with th~ application zone Indefinitely since the appllcallon records and cumulative metals loading will be tracked by this Identification number. .
Application zonnereag.: Enter each application ione's aoreage.
Crop(I): Enter the primary crop(s) grown on each zone.
Nitrogen Demand: Enler the nitrogen demand In IbJacrelyear based on the crop(s) grown on each zone.
Maximum Residuals Nitrogen Appllcatlon Rate In Ib/aerelyear: Enter the rate determined In Part III, Item 2, part a, for each zone.
Maximum R"ldu~11 Phosphorus Application Rate In Ib/.crelyear: Enter the rate If the zone Is located In an area Identified by the Florida Legls/ature as being subject to restriol/ons on
phosphorus loadings.
Lilt of any oth.r facllltleslhlt land apply resldua'eln eaeh zone: LIst the names of any other parUaawho land apply residuals to this application zone.
Oil. of flrst regullfed application: Enter the date that the traoklng of the cumulative melalsloadlng elarted. The tracking of cumulative metals loading atarts with ths first application of
residuals that waeJle subjeolto regulation by either Chapter 62-640, FAC., or Tltie 40 Code of Federal Regulationa Part 503, whichever Is earlier.
Cumu'. metal. loadln" to date for.each zone: Enter the calculated cumulative loading of each of the listed metala for each zone.
Eetlmlted remaining .Ite lite: Enler the eatlmated remaining alte life' for each zone based on the expected annual melalliladlnga to the zone.
Part IV . Reclamation SIls Information
Need for land reclamation: Briefly d880tlbe the background of how the land became damaged and the nead for land reclamation.
Exlttlng coiIdltlon of th. land: Briefly desorIbe the current condition of the alte.
ResIdua" and land reclamaUon actlvltlll: Briefly detorlbe how residuals will be used In the land reolamation opsrations.
Grading: Briefly desorlbe what grading will be needed on the aile. .
Method of IncorporaUon: Briefly detorlbe how the residuals will be Incorporated Into the soli. This than be done on the aame dey ae appllcatJon for CI!l8S B residuals.
Vegetation: Briefly d~e what vegataUon will be planted on the 81ts and the schedule.
Application quantity: Give the expected quantity of raalduale that will be applied to the efte In dry tonwacre (1 ton = 2000 Ib).
Part V. Certification.
Each party shall algn In the appropriate eeotlons and entar the data of signature.
A prof888lonal engineer's signature Ie not required for the AUP. A profaaslonal englneer'8 a/gnahlre may be required on applicable allaohed documenllltion to the AUP. For example, If the
sfte slopes exceed 2 percent and a stormwater management plan Is submitted that wa8 prepared In accordance with Chapter 62-25, FA C., by an engineer reg/rtered In Aorfda, then the
engineer's signature Is required on the stormwater management plsn.
Item # 4
1"\C"n I:'__~" ~Jn ''UN''''.., _.,...,A..... ,I'\N"llll"'l"1
~PS
SLUDGE.
STEUIUZING
SYSTEM
~
~
Attachment number 11
Page 9 of 31
~o Sludge D/s/J
o.~ 0"
V H & H ~/
Inc.
P.O~ Box 60S · Ft. White, Florida 32038 · (800) 653-0386
Site User Statement
.' I certify, under penalty of law, that the management practices
EPA503.14, the site restrictions in 503.32 b(5), and the Vector
attract'ion. reduction requ~rements in 503.33(b)(10), and DEP ~e
62-640-200 F.A.C. have been met for each site on which liquid or
bulk sewage sludge 1s applied.' This ~riatiOn liasbeeri made .,p
.. under mY direction and .supemsion in accordanCe with . the system
designed. to en8\lI'e that qualified. personnel properly gather and
evaluate the information used to -determine that the management
practi~s an4 site restrictions haVe been met.
. .
I am a~e that there are significant penalties for 'false ,
certification including thf;! Possibility of fines and impriso~t.
.
Rick D. Hacht, President
Item # 4
Attachment number 11
Page 10 of 31
i
H & H L.S.D.) Inc.
Post Office Box 390
Brandon, Florida 32008
800.653.0386
100 E. Linton Blvd. Ste 2088
Delray Beach, FL 33483
561.74.4840
Landowner Consent Agreement
The undersigned hereby consents to the land application of biosolids on their properties for the beneficial
reuse of nitrogen, organic material and nutrients pursuant to all applicable laws and regulations in the State
of Florida.
Ranch Name: 5R Ranch Limited Partnership Site Address: 1752 ABC Rd.
(Leased to G7 Ranch, Inc.)
Owner: Lowell E. Rupp City/State: Lake Wales, FL 33859
Home Address: 1752 ABC Rd. County: Polk
City/State: Lake Wales, FL 33859 Legal Description: S 10, 14-16,21-23,25 & 27
T30S;R27E
Phone: (863) 638-3519
Ranch Mgr: Donal Bryan Total Acres: 4500
I. I understand the following conditions as set forth by the Florida Department of Environmental Protection
as applicable:(Rule 62-640.6 FAC.)
1. Cattle and other grazing livestock shall be restricted from biosolids-ammended
pastures for a period of thirty (30) days after the last application..
2. Food crops that with harvested parts that touch the residuals/soil mixture and are totally above the land
surface shall not be harvested for 14 months after the last application of residuals.
3. Food crops with harvested parts below the surface of the land shall not be harvested for 20 months
after the last application of biosolids when the residuals remain on the surface for 4 months or longer
prior to incorporation into the soil.
4. Food crops, feed crops, and fiber crops shall not be harvested for 30 days following the last application
of biosolids.
5. Sod which will be distributed or sold to the public or used on unrestricted public access areas shall not
be harvested for 12 months after the last application of biosoilds.
6. Biosolids shall not be applied within 300 feet of a building occupied by the general public. Biosolids
shall not be applied within 500 feet of a public water supply well.
Item # 4
page 1
Attachment number 11
Page 11 of 31
'"- --.......
Landowner Consent Agreement
II. H & H L.S.D., Inc., agrees to permit, direct and perform all compliance reporting to state agencies.
III. It is understood that this Is a joint effort by both parties to utilize a valuable resource in a beneficial reuse
program.
IV. It Is understood that this agrreement is exclusive to the undersigned and to H & H L.S.D.. Inc. and that no
blosolids may be accepted from otnef"partles during the course oftheTahCf-lffppllcatIOn1"er'm.- 'Theagreement
may, however, be terminated by either party by giving 60 days written riotice to that effect to the other party.
V. The term of this consent is far _1_ year(s) from the date of execution.
H & H L.S.D. Inc.
5R Ranch Limited Partnership
BY:.~~
MartinE. Buerk,Vice Pres.
t': ~ r2-<<.~
~C? .
OWner 5R Ranch .
By:
Date
tJ4 /~ r; / (J '1
,
Date
f:-(J-cJ 7
By:
Robert Gukich, DVM (Lessee)
Date3-\l-OfJ
page 2
Item # 4
Attachment number 11
Page 12 of 31
Site Location Map
SR Ranch
Polk County, Florida
rI'%j",q0~~~~~;
1eIe AtJas< !
.
Item # 4
Attachment number 11
Page 13 of 31
~ J uL! I:: ~UPP 5R RANCH
FRX NO.. 863-638-2519
Mar. 16 2007 10:05RM P7
30 S.- R. 27E.
'\. ~~AIIJ(~ SEe 1'11:& ~) ~ ,\ I
."/IfI'1 "'!II. ,(.. . ~"'" .. I'J.llm ..~. ",.,a.. .. 1~'JI,.&'I.AI(E m1 'h ~\tn. . \~
,- W'..~ . ~ ..J'''' ;a.,I,.. .1.'_' ~c \r" ~~~ ~ '", ,., .. --J....-_ -,
~" ,IQ ~ 0 .::~~:Il.l~~ ~ ~~".' .~~ ''1''7'=_..- II \ F"d ~. ... 5rr.~./~c;; l ':C ",. 2"';, .'
~".... . . ~~,I' r~.:~ II'f '''1. "i27\ ....._, '.~A..J'"
. . "" , ""'e", on. :~ .~ "11!"~ . ~.~ ~';J i .t....:;;~i\J ,I' of. . . )' ";"'. .' : ,~.. ..,
.,,'.,'I'tJ'''' /4. N.J:> ''''al .T..-';';"- .,....:; "I( ~ ' " -
....~jI-:".,,~. ("~""~ ,,~~ ......t.~. :./. If pv" ,~" ~~t~~);(::: :~ C:) .'..
:e J&q ~ ~ J. ~.w -' ==--- ....;.p~ ",., . "'L.OR'~ '1~,. ~~ ~~~L -.I~!.:L '.:.~:::;:~.;j:~:E2. ,.." '. ..:..........." ..
oOI"~,: :: - ~ .'! 'ij~n ~,.. .s'/2l ~x;"..~ r\(" ;~..n~:d ..... .' . .".,;.' ". "
, ;I:'I~-'; .. IIIlham D~~~'~~' 51# ~rj ~$:~~y-:2!l....~\- ~& ,_~. II" '11 i TAE E S' .~> :
- ,- 0-' ~ (J ((V',,, 'I;' "" ~ (' . .-
Ie I ..- ,LAin: W4LE'S I It:.'!, '.",:'. :... ~:'I'I::' '. ..' '. ' I
I . f .'. MUNICIPAL ... -'" f 1""4 .,. ., ::::-....
If ~, \: ., y_ .J.,I,. _ A~~~OR,1'/" :.:.~..~ .....:1..~-.11 ~#. ~ ;..'.......'.:.,:,,, ~;~;.:;.. :!.liI!'~~" 1=
';1 cJ/. .... ' '.. -," ..~_. (~v iI"'4 ~:. ',;. ('/~,-"" ~~... T.t,;," .." .
1 '1:.' . ~ ~ . .- ~ I - . La"'_ "-tllel> une,(j. :t.,. i!I ;iUHI'I""'. ,n,o.'. '1:;" ~"""l; . .-". "'I' "'f:l;':'
I L A a4 ~ ~. .- _ ,*'"/.10''''' - .' . ~ c)rJ (.:v., . =:,. c;. '.,-.~, .'" .. - i~7 '1' :,")":::;: m.... 1
~" ~ - ..... - ......, r. ...0 . ~ ..1 (..;": ~"t.,
I b~A;r~1 . _.: - ...H;,;.-.. ," "-:-,,'. I . I .... ~...;"~.jjJ: '0" .,<~_..,./;<..:", : ',\~.,
-v UlllU1 6:r:r'~ 1)/' _: ..- " . "., - '.. -..... . "" .~~ "il j,,,...........:~e. J'- -."" 0/ :Zv
...!.. - -,f-- .. - ~ : -- ::- -~_ .. - :... -. .,;. -:" . . .: ~ '. '. I~ JI 3,~;~,~~v. ._.....:..:.:.::L~ ~~7~
r Nh'/HIn1b..O~~.cI).o .'.'.~.'.- S"AC:..C\. '. '?'''' I '""v//." ~NU""~\"'~
""'$ 4' .'. '. - . . '"":::..' .;._ -.... .....;~. !IV rb- :ll....._~O "JL.J
~ ~.I- ~ 44.7d -.' -. . ....<2nCh., ,'. · ~. :W~\,:~, \Y ~~-
· :' ~ 4a' ~ ~ y. _J~. -:1.... " ~ 40iJ .::\:-<: ~IJ ~~:io;L~ ~,~~;2r? P;&~~
'.... r ~ ci ~.D ",. '" . - ""':.." -. I. .. ,-. ~ \' .:.. IA'" ~ ..,!,"I~CI "'~~'Ilo
I ....... .. Crt:W4{l ~. -.. ...."0 ~ 'J-.." ".,~ ':., , .... r' :'~_~ ~~ u~!l &- t':
.... .J, ? ",,,,' ". ':. L,. -" ,.:..... . _..... ..... . C'~.. V ~~~ u '"
t. . :~-..,. ". . .':.' ~~.~).~. I"'e ()""l!d R~' 10 <Ai Is
~'~'~lU~CL . ':-:-~'>" ........." .-. .... _'.' ..:~~o'.6-r; ~ ~~ -,' ~ :...... "-'vIF C =- ~''''_._~; ~.''1iPrJ..~ ~
0' . ~,I...t:;:j .~ '. ...~' . . - - ..,. 'L- ~'-... ~u ~S7fJ~ -
.., .. ..: "':It /7 .....-- :...:. ..:....,.~- -..,.-.-:;',.:.' .',80 .i ;:"'--'''''''''1,;j~ ~
~~ ...:.....:...... .........:- .. --"I.fiI... ~ :..:....'=IJ '_..- 17A 41 "
.' .'\:~i~;,-:.~. ,t;,(?-,<anCJ4 o' -.~.+~~..flQ,.,t:h ~'. ...:........-:..,\v\\""':~~ ~.~lS~1:t L
. - - . .. -. . 'S"A(' '.' ""'.,... p ,.. ~ '1' ~(" ~
~ -:' :.....-. ... "7' :;-'. "0-. ~n,...c.I' '.' II ,....... _ ", 'f'
, ~ Jw~ 'N ';-~'Ai";~~":'C~: ~.:~.. . - ~:".... r~ ip,.~~e ~~ oi'''':r.-
:.:.:;"Z~'~.:' -;~ ~~_~~'" __~.~~'; ...~~~--:..:- /,,~.<:",'" ".>~ ~~~~: t~ d1..~
'-':- -'- .o~' .7:";'. 1-' "'-0 i -.. _" ,,"'0.. - .1....~.l I' '." I ~"'--
- .;"." . - . -: .' .. 0 ..~;. . - .. . . .. . '. .. I I..' 1.1 ~/ --"!." ': .h':
........ ~ .. . - , ...... , _., - . ..--II ~ i .. .. - .,,.~~
. -." ,"--'."':' r' . l.:j',i,!k'.:."'ch '. X .' '. ._.-. -'" - '\\:_'~~""". ~...
... .'" ......... ~ '. - . '. . .... ... r\ 1'" "'~"lI .., '<I' .
I ..L..-, ... -."'.~7';:'.:;'o '-.... ~:., .::--...:....-.......o~-.-.....--..... 'tl;..I'-~i7!;~yr.-:
'nt II- . .. . ..' . _' .. _ ....- _ ,.. .. '" .... ....., . . ,\" .. _. I"'~' to' .~, p
..5t.l::c..r .......;.:_. ..:' i ,'. '_"-'_ ,.- ,;:,'0 . "';.~o;"-'_-: ....... "'": '00.'. ',\\-,'1 ~ ',N. ,. F.
/9 20.:'" .-.. ~.2/...-:"'.. ::-:..' .~.... .:-..:.-..:-~~f--_;L.. 2...n,~1~: ~ ~g
/ /8'1 . -. . ,. . L \ -' - - ~ . . - '- - -:.'. ~ - . ..' . . : 0"",' ....r.l\ ",: '11 rf~7~
~..... ,; S,€.(!.:2. '1c:h '. GOI/nON, :~'~:".:' ~ ~ . ;R-.kp.""~-;, < .' _: " ..~ -..' ~ . ~ \ 'r -((1~) ./vu.
I"" · .. ... -. .. . . .0 .,1.... oJ. \fr::;--.....o
.:Jfltf~ ' i .~.::': ."~ '\, ;J""':"' ..".:.;-: ..... . - f'l ~ ~:t;r" .-\
,t J;'I...;~ 1 ~ .'. ..r: . .~- -: "'..," ~;r'(... . .. . .' -;;;.;,;. ....'rr:'" f
" .Y. -::. ~. .A""'" '.~", . ' .-:'o:'~,- ~.; _' - . .~. -.\ . .1 iT ~'.~ j.~ 8LU.
- ,.- :';.'.- '-.~.'.~ ::~--;/~. ~ ~.'''1' '1~'h3 0': . -::0 '\ ,. ~ IF~:I:t :.~~t""II~: L
- . ... .: 1.., t ~ -1' . _ F' <I~. ., U ~ '7 :,'/~ (I ,
'-. : _: .'-;~> ~., r;O~ON) .. -. . . .~~: .-. ...~. ~'3~ I' I! ....l.!
".\.:10 .' .' .' ..... ~:; j:.e ~ ~F"'" ~. \:l'.; . -,'; ~ t
. . . ". ~ ~.,'S .LJ """,r, '0" R Re'"'''.'''' I rIll I,F::; .Jrm~ II
. . .-. . ~. 14' Vi .... -. ,loa I /.LU: I.;.-:"-~'J ~
~O .'. '. - y- -:- - "" ~ - : L """ 640
-" ~'e ~ .. 11.\ ~ ....,,~ ~";",;,4,::{'" ~;..- ;...-:...... 1 II ~i"~"~ 'IV __
;;: 11'.' ~ I ~t ~~ . . ~~c:c: '-{.' ),- ~- '1~'1 ',;,.',c"tl
.,'f"t.ll~ ~"l:i 'j;-"~"'-",r.,... ...... ~ . ..L.1'" .....~ .1'1 ~..c...:..
1- ~'- lr.:.;"".: ~ ~r1cj ~l," .(~n'_ '-I '.:. 5~'Ar..1.. I ~I -";.- ., v
, ..MJ1 ~,,"u,'o-' e- .... t!JO . ~- '.. ".~ :. : 1'I:lA -.J PlF1 ~ J7;':f~ . . ..m I
J Q ""!:I"'" ....... /Byan GrvlAl! -. I "c. . :'" : : . : ~,... ~'I11Q':t!8'l/ fI_ rT1 .... '., ,,)
. ..IID -, i'i~3:: ~"?'~v-" .., I "....... . -:. '_;c:~' ~.."" _ ,_~~. . F7"'J- ~/A:;:'^T" ",.~
!~t 4~ I~';':.~; .....!'. "', \ ~/ii1J: . _ 0 '~~L'~;:c.,,,1 bi~ II ~nL 1/-IJ.rh;>;fj / ~~F)7
i~FV "" f5(i-^"" ~ J'~ 'J2h \\ ~,...,,. / ~I ~~:!l'~'/J!..-"F- "":01(1 .__.o_t
LoA.. t'\, "'ruL' NH NJ ~ ... ~ -. C) " ~ _I 11-- [ ".........C/v'.j~'.:.... L J ~1~i" /"..
,r. ",I ..?~ "0 ~~ 1/10.1 C . . Cu.{"Ih~r ~()tHhc:.J)~..',,/~, I' J '-:'-'" ..., r.1..,-,.'(),
..... ~ ~ (~n It!aJl.::.h ..L -, ~:>SO<.'/Q.'Ic>n ....;.,}, r- ;O:<.LI"""<>:::::"~'~~ I /,- C
I ,. W...,. n~ l'!Jf'Ilic' :'-.- 4<J() C/>-.;/cllI,/'/j,HI., J <.' I'il;' ~~"">-. I
~~., I~ ~Sl ~ ....'" '3.3.>.; 34' J., ~~ Z'135 c--'W-'n'# 4
1(J"-~' :'.1-. ~-..::~~ iZ~'. dZhO ::- ~ -. .. ~~r) \. ~ 'fl~.. ~._~. ;::-==~- ~
inl -r. .... ~ .-' .. -. r.:;-...~~~ _:J '-0 .
~: ,.h' .:.;../;.. ~:~ _ I r L 71. _ >...~
.........
r
Detailed Soil Descriptions
5 R Ranch
The 5 R soils are primarily associated with those found on pine and saw
palmetto f1atwoods that may be found in central and eastern parts of the county on
both sides of the Lake Wales ridge. Most areas of this soil group are uses as
native range or cleared for improved pasture.
The following soils are found to be the most predominant types in the proposed
application zones. Additional soil types may be found at SR. but are not present
in large concentrations or are found mainly in areas of no land application.
areas of no application.
#7 - Pomona fine sand.
#17 - Smyrna and Myakka fine sands
#77 - Satellite sand
#40 - Wauchula fine sand
#21 - Immokalee sand
Soils found below are found at 5R ranch, but not in predominant quantities in
proposed applicaion zones.
#13 - Samsula muck
#15 - Tavares fine sand
#32 - Kaliga muck
#33 - Holapaw fine sand, depressional
#35 - Hontoon muck
#47 - lolfo fine sand
Attachment number 11
Page 14 of 31
Item # 4
Attachment number 11
Page 15 of 31
9
(
o
o
o
~
10
o
o
N
~
,
,
ii~
t
~ "18
.'"
:~
~.
'+~..21.... *'
v\j .~.
"\
Attachment number 11
Page 16 of 31
'''''~
~:
,~-t..
'l;;Ji ',.
~ :~~
, "I
~ '.:"~~
:'
~ ";1,'
:J
"
"'\~
,,~ 'n
'::,:1,,\
,l ..
t;J
)
5R Ranch
. ..k~j
:.......f'..,
.~,
~,::.:~;:, .
. .-: I
;:O:'::;~\~;~;.
.~
'.
'j
.~:~: :::.;~:~::~f ~'..~:.
.....';........,.
31 .
3
~
....
t
~,
,Polk County, Florida
rdrler parts of the site, and maidencane is dominanJ In
~..'. the wetter parts~ Other desirable forage includes
f:'cutwass, bluei,oin.t p~nicum, sloughgrass; .and low . ."
r par:llcums, Periodic high water levels provide a much
trieeded n'atural deferment from overgrazing. If ' .'
~...'. excessive grazing occurs, common carpetgrass, an
Ii introduced plant, tends to dominate the drier parts .of
'the site, . ,'.- " ',' '.
:< This soH is severely limited as a site for. most urban
FilJses because oflhe po"ding." '., -
,~,'rhe capabiHtysubclass is Vllw~". '. "
17-pomona fine sand" Thispoorly drained soH is In
r~roadar~~son flatwoods.Areas of this s,oil rangefro!Tl
!t55toseveral hundred..aqres...Slopes.aresmooth to,.
~,;'foncave and areOto 2perce~t . . . .' ......, '
~~:r. Typically, this soUhas a. very dark gray fine sand. ." .........,
tsurface,layer about 6 inches'tliick, Thesubsurfac.e'layer. '
~~oadepth(jf about 21 inches Issand~ It Is light ." . .
fibro'wnishgrayin theupperp~rt and light graylnthe, ,
~)ower partThesubsoir tei a depth ofa-bout 26 inches is ,
tc:lark reddish brown loamy fine sand; Below that Is very
[pale brown and light gray fine sand to a depth ofabout
t!4B inches, light gray fine sandy loam toa depth of '. '
~<about 60 inches, and light gray sandy clay loam to a .
t;depth of about 73 inches. The underlying material is ". '
~;lightgray loamysarid to a depth' bfat least 130 inches~
r,t ....Included with this soil in mapping are. small areas of'
~,~myma, Myakkai andWauchula soils. Smyrna and .' ,
!)ylya~kasoilsdo "ot-havEls 10amysubs'oiLWauchula'
~$oils~re simil.arto .the Pomona soil; The' lnciudedsoils
i:make up about 5 to 15 percentof the map unit: '
[ii' This Pomona soil has a seasonal high water table
L~ithin12inchesof the surface :for1~ t04 month$ during.
':most years. The available water capacity is low.
Permeability is moderate or moderately slow in the
lower part of the subsoil.
Most areas of this soil are used as rangeland or
. woodland. In some areas where water management is
adequate, this soil isusec:l for citrus, improved pasture,
or truck crops. The natural vegetation is mostly saw
palmetto, slash pine, long leaf pine. South Florida slash
pine, pineland threeawn, chalky bluestem, fetterbush
Iyonia, gallberry, and low panicums.
Wetness and droughtiness are very severe limitations
affecting cultivated crops. The number of suitable crops
is limited uniess very intensive water and soil
management practices are' used. If good water-control
and soil-improving measures are used, some vegetable
crops can be grown. The water-control system must
remove excess water in wet periods and provide water
for irrigation in dry periods. Crop rotations should keep
Attachment number 11
Page 17 of 31
25
close-growing, soil-improving crops on the land three-
fourths of the time. Crop residue and soil-improving
crops help to maintain organic matter content and
protectthesoil from erosion. Seedbed preparation
should include. bedding of the rows. Fertilizer and lime
should be added according to the needs of the crop.
Unless intensive management practices are used,
this' soil is poorly suited to citrus, A carefully designed
wCiter control system is required. Citrus trees should be
planted on peds, and a plant covershould be
maintained between the trees. Fertilizer and lime are
needed. ... . .. . . .
This soil is well suited to pastures of pangolagrass.
improved bahiagrass, and white clover. Water-control
. mes'sures are needed to remove excess surface water
after heavY rainfall., Fertilizer and lime are needediand.'
. grazing, should. be controHed to preventovergrazll1Q and .
weakening of theplarits. " .'" . .' . .
, '. Typically, theSouthFloridaFIa.tWbods range sits'
includes areas of this soil. The dominant vegetation is
scattered prrietrees'withan understory of saw painietto
and grass. If goodgra:zing management practices are
. used. thIs range' site has the potential to produce
significant amounts of creeping bluestem,. lopsided'
indiangrass, chalky bluestem, and various panicums. If
range deterior$tion occurs, saw palmetto and.pineland
. thr~ea:wn are dominant. '. . '.'
The potential productivity for pine trees is moderately
high. The major concerns in management are seedling
mortality; plant competition, .andth~ equipment use
limitation during periods of heavy rainfall. South Florida .
slash pine and slash pine are the best trees to plant.'
This soil is severely limited as a site for urban
development because of the wetness. The high. water
table interferes with proper functioning of septic tank
absorption fields. The absorption fields' can be elElV;:ited
by adding fill ,material. To overcome the problems
caused by wetness on sites used for buildings or local
roads and streets, a drainage system can be installed to
lower the high water table or fill material can be added
to increase the effective depth to the high water table.
The wetness and the sandy surface are severe
limitations affecting recreational uses. A water-control
system is needed to keep the high water table below a
depth of 2.5 feet. Suitable topsoil or pavement can be
used to stabilize the surface in heavy traffic areas.
The capability subclass is IVw.
8-Hydraquents, clayey. These soils occur as areas
of slime (colloidal clay), a by-product of phosphate
mining. The slime has been pumped into holding ponds.
These ponds have standing water, and the soil strength
Item # 4
Polk County, Florida
This soil is poorly suited to citrus; however, if a well
designed irrigation system is used, this soil is
moderately well suited. A ground cover of close-growing
plants should be maintained between the trees to
control soil blowing in dry weather and water erosion
following rainfalL Fertilizer and soil amendments are
. needed to maintain plant vigor.
This sQiI. is moderately well suited to pastures of.
pangolagrass and bahiag,rass. Lime and fertilizer are
needed. To establish pasture plants, the grass should
be planted during the rainy season or irrigation should
be used. .'. ....
T!1e potentialprbductivity forpinetrees is moderately
high. Experimentalplantlngs of pine have shown good
growth. ThepoteritIal for commercial production is.. .
moderate. Major concerns irimanagement are the '.'
"..' equipment Lise limitation, seedling mortality, and plant '.
~competition... Slash' pine ,South Florida. sJashpine, and
'?,'-:'J9ng,leafplneare tHe best trees to pla~t.. . ..... ...
,r<;Thissoil has only slightlimitationsaffecting most
g,;:' urban uses including septic tarika~sorption fields.'
':'i,'Seepage isa severe limitation affecting sites for trench
~;' and area sanitary landfills. The sidewalls and bottom of
;'!irenchsanitary landfills shoulq be Iinedorseale'd.
~;Onsiteinvestigation of building sites is recommended
'ii because of differerit reclamation methods.
"; The sandy surface is a severe limitation affecting
jrecreational uses. The soil must be stabilized to
'):overcome this problem.
': .... . The 'capability subclass is Vis.
'il'i':'. . '.'
. 13.......Samsula muck. This very poorly drained,
t'organic soil is in swamps and marshes. Areas of this
'< soil range from 30 to several hundred acres. Slopes are
(smooth and are less than 2 percent. .
'.. Typically, this soil is black to dark reddish brown
:, muck to a depth of about 31 inches. The underlying .-
;:. material is sand to a depth of at least 80 inches. It is'
black in the upper part and dark grayish brown in the
lower part.
Included with this soil in mapping are Hontoon and
.. Placid soils. Hontoon soils are similar to the Samsula
soil. Placid soils are sandy. The included soils make up
about 10 to 20 percent of the map unit.
This Samsula soil has a seasonal high water table at
or above the surface except during extended dry
periods. Areas on flood plains are subject to frequent
flooding as well as to ponding. The available water
capacity is high. Permeability is rapid.
The natural vegetation is mostly loblollybay gordonia,
cypress, red maple, blackgum, and other water-tolerant
trees and pine trees. The ground cover is greenbrier,
Attachment number 11
Page 18 of 31
29
fern, and other aquatic plants. Aquatic plants are
dominant in many areas.
. Wetness is a severe limitation affecting cultivated
crops. Under natural conditions, this soil is not suitable
for cultivation, but with adequate water control it is well
suited to most vegetable crops. The water-control
system should remove water when crops are on the
land an(j keep the soil saturated with water at other
times:
This soil is not suited to citrus.
If adequatewater~controlmeasures are used, this
soil i.s well suited to pastures of. pangolagrass,
bahiagrass, and white clover, G razing should be
~ontrolledto maintain plant vigor and good ground
cqver. FertHizer thatis high in P9tash,phosphorus, and
.minorelements I.sneed.ed along with limEi:.. .,'
. Typically,lheFreshwater MarsheSandPondsrange
site includes areas of this soil, The dominant vegetation .'
is an open expanse of grassE!s, sedges" rushes, and
. other herbaceous plants in areas where the soiL .
generally is saturated or covered with. water for at least
2 months during the year. If good grazing management
practices are used, this range site has the potential to
produce more forage than any of the other range sites.
Chalky bluestem" and blue maidencahe dominate the
drier parts .ofthe site, and maldehcane is dominant in
the wetter parts. Other desirable forage includes
cutgrass, bluejoint panicum, sloughgrass, and low
panicums. Periodic high water levels' provide a much
needed natural deferment from overgrazing. If
excessive grazing Occurs, common carpetgrass, an
introduced plant, tends to dominate the drier parts of
the site.
This soil is not suited to pine trees because of the
excessive wetness and the ponding.
This soil has severe limitations affecting septic tank
absorption fields, building sites, and local roads and
streets. Special measures are required to overcome the
excessive wetness. If this soil is used for urban
development, the organic material needs to be
removed, the area should be backfilled with suitable soil
material, and water-control measures must be
established.
Excessive wetness and organic matter content are
severe limitations affecting recreational uses.
The capability subclass is Vllw.
14-Sparr sand, 0 to 5 percent slopes. This
somewhat poorly drained soil is in areas of seasonally
wet uplands and knolls on flatwoods. Areas of this soil
range from about 10 to 40 acres. Slopes are smooth.
Typically, this soil has a dark gray sand surface layer
Item # 4
30
about 8 inches thick. The subsurface layer is brown to
very pale brown sand to a depth of about 57 inches.
The subsoil is sandy clay loam to a depth of at least 80
inches. It is very pale brown in the upper part, yellowish
brown In the next part, and light gray in the lower part.
Included with this soil in mapping are small areas of
Apopka, Candler, Millhopper, and Tavares soils.
Apopka soils are well drained. Candler and Tavares
soils do not have a loamy subsoil. Millhopper soils are
similar to the Sparr soil. The included soils make up 15
to 20 percent of the map unit.
This Sparr soil has a seasonal high water table at a
depth of 20 to 40 inches for 1 to 4 months in most
years. The available water capacity is low. Permeability
is moderately slow or slow in the subsoil.
Most areas of this soil are used for citrus, pasture, or
range. The natural vegetation is. mostly oak, hickory,
magnolia, sweetgum, slash pine, South Florida slash
pine, andlongleaf pine. The understory includes
gallberry, waxmyrtle, scattered saw palmetto, and.
pineland threeawn.
Droughtiness and rapid leaching of plant nutrients'
are severe limitations affecting cultivated crops. If good
water management and soil-improving measures are
used, however, fruit and vegetable crops can be grown.
For best yields, crops need to .be irrigated during dry
periods. Row crops should be planted in sequence with
close-growing cover crops that remain on the land
three-fourths of the time. Crop residue and cover crops
help to protect the soil from erosion. Seedbed
preparation should include bedding of the rows.
Fertilizer and lime should be added according to the
needs of the crop.
In places that are relatively free from freezing
temperatures,this soil is well suited to citrus. A water-
control system is needed to maintain the water table at
an effective depth. A close-growing plant cover should
be maintained between the trees to control soil blowing
in dry weather and water erosion during heavy rainfall.
Good yields of oranges and grapefruit generally can be
obtained without irrigation, but increased yields are
feasible where irrigation water is readily available.
Fertilizer and lime are needed.
This soil is well suited to pasture and hay crops.
Deep-rooted plants, such as coastal bermudagrass and
bahiagrass, grow well if fertilizer and lime are used.
Production is occasionally restricted by extended
drought. Grazing should be controlled to maintain plant
vigor and good ground cover.
Typically, the Oak Hammock range site includes
areas of this soil. The dominant vegetation is a dense
Attachment number 11
Page 19 of 31
Soil Survey
canopy of predominantly live oak trees. Because of the
dense canopy and relatively open understory, cattle use
this range site mainly for shade and resting areas.
Desirable forage includes longleaf uniola, low panicums,
low paspalum, switchgrass, and lopsided indiangrass.
The potential productivity for pine trees Is moderately
high. Major concerns in management are the equipment
use limitation, seedling mortality, and plant competition.
Slash pine and South Florida slash pine are the best
trees to plant.
Wetness is a severe limitation affecting septic tank
absorption fields, sewage lagoons, and sanitary landfills
and a moderate limitation affecting sites for dwellings
without basements, small commercial buildings, and
local roads and streets. Because seepage is also a
severe limitation affecting sewage lagoons and sanitary
landfills, the sidewalls of these structures should be
sealed. Special measures are required to overcome the
excessive wetness of this soil. Septic tank absorption
fields should be elevated by adding fill material.
The sandy texture is a severe limitation affecting
recreational uses. Suitable topsoil or pavement can be
used to stabilize the surface in heavy traffic areas.
The capability subclass is IIlw.
e1 S- Tavares fine sand, 0 to 5 percent slopes. This
moderately well drained soil is on broad uplands and
knolls on flatwoods. Areas of this soil range from about
10 to 80 acres. Slopes are smooth to convex.
Typically, this soil has a dark grayish brown fine sand
surface layer about 8 inches thick. The underlyirTg
material to a depth of at least 80 inches is light
yellowish brown fine sand that grades to very pale
brown.
Included with this soil in mapping are small areas of
Adamsville, Candler, Millhopper, Narcoossee, and Zolfo
soils. Also included are small areas of soils in which
organic-stained layers occur within a depth of 80
inches. Millhopper soils have a loamy subsoil, and
Narcoossee and Zolfo soils have a dark subsoil.
Adamsville and Candler soils are similar to the Tavares
soil. The included soils make up about 10 to 20 percent
of the map unit.
This Tavares soil has a seasonal high water table at
a depth of 40 to 80 inches for several months in most
years. The available water capacity is very low.
Permeability is rapid or very rapid.
Most areas of this soil are used for citrus. Some
remain in natural vegetation that is mostly South Florida
slash pine, slash pine, longleaf pine, turkey oak,
bluejack oak, and post oak and an understory of
Item # 4
,W~I~nd threea,wn, cr~eping blueste~, lopsided
,-q,',~r.JQrass, hairy panlcums, low panlcums, and purple
;r;~gr~~s;.. '
",;[his.'soil has severe limitations affecting most
'I. '1". ",
'Jflvated crops. Droughtioess and rapid leaching of
intfllJtrients . limit the choice of plants and reduce
:'~'::'::\la'Yi~lds of suitable crops. .If the highwater table
j~.endepths 0140 and 60 inches, it supplements
f6Yi<-svallable water capacity by providing water
'~~ti.9apillary rise. In very dry periods, the water .
,'>drops well below the root zone and little capillary
);:Is:svailable to plants, Soil management should
thde:"rowcropson the contour In strips with close.
"I{'....,..' .' ..' '. .' . " .' ........
';""g,'Crops. Crop rotations should keep clos~.'
gcrops on the land at least two-thIrds otthe ....;.
~rt.i1ize. r and 11m. e are needed for all crops. Soil- .;....'
hQcQv~r crops and allerop residue should be' .....
,~e. grounc;l to. pr~tect the soil from erosion.andtQ
,i!rrorganic .matter content-Irrigation of high value
, R~?;g~~e,rally isfea~ible where irrigation water is .'.
. ffYava'llable. ...... .' .
r;:~racesthat are relatively free from freezing
~~,r~!ures, this soH Is w~II suited t~ citrus. Agood
Jlf1q.:po,var ofelose-growlng plants IS needed. .
! ">_~n.the trees to minimize erosion. Fair yields can
'y~e.obtained without irrigation, but optimum
<".,'. ;en$rally are feasible where irrigation water is
." fy'~vailable. Fertilizer and lime' are needed.
;i<~()i1 is well suited. to pastures of pangolagrass,
J;iermudagrass, and bahiagrass. White clover
~'p;edeza also produce good yieJdsiffertilizerand
reLJsed. Controlled grazing is needed to maintain
'U's'plarits for maximum yields. .. .... .'
"jO,ally, the Long/eaf Pine-Turkey Oak Hills range
'ejud,esareas of this soil. The dominant vegetation
"leaf pine and turkey oak. Because of the rapid
. , ."entof plant nulrientsand water through this soil,
*~lfertility is low. Forage production and quality are
~i~":ai1d cattle do not readily use this range site if
~('sites are available. Desirable forage includes
:';plng bluestem, lopsided indiangrass, and low
"'lcums.
iHepotentiaJ productivity for pine trees is moderately
'h;.The major concerns in management are the
"Jpment use limitation, plant competition, and
~',~Iing mortality. Long/eaf pine, South Florida slash
,. and slash pine are the best trees to plant.
;-Wetness is a moderate limitation affecting septic tank
:'orption fields, Ground water contamination is a
"~rd in high density areas because of poor filtration.
"epage is a severe limitation affecting sewage
Attachment number 11
Page 20 of 31
31
lagoons and sanitary landfills, and the sidewalls shou/d.
be sealed; limitations affecting sites for dwellings
without basements, small commercial bulldings,and
local roads and streets are only ~light.
The sandy texture is a severe limitation affecting
recreational development. Suitable topsoil or pavement
can be . used to stabilize the surface in heavy traffic
areas.
The capability subclass is Ills.
16-Urban land. This map unit consists of areas that
are more than 8~ percent covered by buildings, streets,
houses.schoOI~, 'shopplng centers, andlndustrial. ,
complexes. U'rbanlandismalnly in larger towns'and '
fringe areas. Open areas include lawns~nd '. ... .' ,
. playgroundS. Because soils In urban areas have been.
I'$worked. they can no longer be recognized as a ...........................
natural soli. . FiUnlateriaJ has been added In weta'ress
to alleviate water problems, or soli matel'ial has been'"
excavated to blend with the surrounding landscape.
. .Neither acapabillty SUbclass nor a woodland
orginationsymbOI h~s been assigned to this map unit.
. 17-Smyrna and Myakka fine sands. This map unit
consists of poorly. drained sOils In broad areas on
f1atwoods. It is about 55 percent Smyrna soil and 40 .., .
percent Myakka soli.. butthe proportion varies in each
mapped area, Areas of each soil are . large enough to be
mapped separately, but because of present and
predicted use, these soils were mapped as one unit
Areas of these SOils range from 10 to seve'ralhundred
acres. Slopes are smo.oth to concave and arfj Oto 2
percent.
Typically, this" Smyrna soil. has a black fine sand
surface layer about 4 inches thick. The .subsurfacelayer
is gray firie sand to a depth of about 12 inches. The
subsoil is dark brOwn and brown fine sand to a depth of'
about 25 inches. Below that .is very pale brown fine
sand to a depth of about 42 inches and very dark brown
fine sand to a depth of about 48 inches. The underlying
material is brown and 'light brownish gray fine sand to a
depth of at least 80 inches.
Typically, this Myakka soil has a very dark gray fine
sand surface layer about 7 inches thick, The subsurface
layer is gray fine sand to depth of about 25 inches. The
subsoil to a depth of about 36 inches is fine sand. It is
black in the upper part and dark brown in the lower
part. The underlying material is yellowish brown fine
sand to a depth of at least 80 inches.
The Smyrna and Myakka soils have a seasonal high
water table within 12 inches of the surface for 1 to 4
Item # 4
32
months in most years. The available water capacity is
low. Permeability is moderate or moderately rapid in the
subsoil.
Included with these soils in mapping are small areas
of Basinger, Immokalee, Ona, and Pomona soils.
Pomona soils have a loamy subsoil. Basinger,
Immokalee, and Ona soils are similar to the Smyrna
and Myakka soils. The included soils make up 5 to 15
percent of the map unit.
The natural vegetation on Smyrna and Myakka soils
is mostly longleaf pine, slash pine, South Florida slash
pine, saw palmetto, running oak, gallberry, waxmyrtle,
huckleberry, pineland threeawn, and scattered
fetterbush Iyonia. A few areas around large lakes are in
oak hammocks. .
Wetness and droughtiness are severe limitations
affecting cultivated crops. The number of suitable crops
is limited unless very intensive management practices
are used. If good water.control and soil-improving
measures are used, some vegetable crops can be
grown. A water-control system must remove excess
water in wet periods and provide irrigation water in dry
periods. Crop rotation should keep close-growing, soil.
improving crops on tne land three:fourths of the time.
Crop residue and soil-improving crops help to maintain
organic water content and protect the soil from eroding.
Seedbed preparation should include bedding of the
rows. Fertilizer and lime should be added according to
the needs of the crop.
Unless very intensive water managem,entpractices
are used, these soils are poorly suitedto citrus. Areas
subject to frequent freezing are not suitable. A water.
control system must maintain the water table at an
effective depth. Citrus trees should be planted on beds,
and a plant cover should be maintained between the
trees. Fertilizer and lime are needed. .
These soils are well suited to pastures of
pangolagrass, improved bahiagrass, and white clover.
Water-control measures are needed to remove excess
surface water after heavy rainfall. Fertilizer and lime are
needed, and grazing should be controlled to prevent
overgrazing and weakening of the plants.
Typically, the South Florida Flatwoods range site
includes areas of these soils. The dominant vegetation
is scattered pine trees with an understory of saw
palmetto and grass. If good grazing management
practices are used, this range site has the potential to
produce significant amounts of creeping bfuestem,
lopsided indiangrass, chalky bluestem, and various
panicums. If range deterioration occurs, saw palmetto
and pineland three awn are dominant.
Attachment number 11
Page 21 of 31
Soil Survey
The potential productivity for pine trees is moderate.
The major concerns in management are the equipment
use limitation, seedling mortality, and plant competition.
South Florida slash pine and slash pine are the best
trees to plant.
These soils are severely limited as sites for urban
development because of the wetness during rainy
periods. The high water table interferes with proper
functioning of septic tank absorption fields. Fill material
can be used to elevate the absorption field. Special
measures are needed to overcome the wetness
limitation at sites for buildings and local roads and
streets. If adequate water outlets are available,
drainage can be installed to keep the high water table
below a depth of 2.5 feet. Building sites and roadbeds
can also be elevated by adding fill material to increase
the effective depth to the high water table.
The wetness and the sandy surface are severe
limitations affecting recreational uses. A water.control
system is needed to keep the high water table below a
depth of about 2.5 feet. Suitable topsoil or pavement
can be used to stabilize the soil in heavy traffic areas.
The capability subclass is IVw.
19-Florldana mucky fine sand, depressional. This
very poorly drained soil is in depressional areas mostly
on flatwoods. Areas of this soil range from 3 to several
hundred acres. Slopes are smooth to concave and are
o to 2 percent.
Typically, this soil has a surface layer that is 15
inches thick. The upper part is black mucky fine sand
and the lower part is black fine sand. The subsurface
layer to a depth of about 28 inches is fine sand. It is
gray in the upper part and grayish brown in the lower
part. The subsoil is grayish brown sandy clay loam to a
depth of abolJt 40 inches, light grayish brown sandy
clay loam to a depth of about 48 inches, gray sandy
clay loam to a depth of about 58 inches, and greenish
gray sandy loam to a depth of at least 80 inches.
Included with this soil in mapping are small areas of
Chobee, Felda, Holopaw, and Kaliga soils. Chobee soils
have a loamy subsoil within 20 inches of the surface.
Kaliga soils are organic. Felda and Holopaw soils are
similar to the Floridana soil. The included soils make up
15 to 20 percent of the map unit.
This Floridana soil is ponded for more than 6 months
during most years. Areas on flood plains are subject to
frequent flooding as well as to ponding. The available
water capacity is moderate. Permeability is very slow or
slow.
Most of the acreage of this soil remains in natural
Item # 4
34
e 21-lmmokalee sand. This poorly drained soil is in
broad areas on flatwoods. Areas of this soil range from
20 to several hundred acres. Slopes are smooth to
concave and are 0 to 2 percent.
Typically, this soil has a very dark gray sand surface
layer about 7 inches thick. The subsurface layer to a
depth of about 39 inches is light gray sand that grades
to white. The subsoil is black sand to a depth of about
58 inches. Below that is gray sand to a depth of about
66 inches, very dark gray sand to a depth of about 75
inches, and black sand to a depth of at least 80 inches.
Included with this soil in mapping are small areas of
Basinger, Myakka, and Smyrna soils. These soils are
similar to the Immokalee soil. Also included are soils
that are similar to the Immokalee soil but have a Bh
horizon at a depth of more than 50 inches or have
loamy material at a depth of more than 40 inches. The
loamy material has low base saturation. The included
soils make up 15 to 20 percent of the map unit.
This Immokalee soil has a seasonal high water table
within 12 inches of the surface for 1 to 4 months in
most years. The available water capacity is low.
Permeability is moderate in the subsoil.
Most of the acreage of this soil is in pasture or forest.
The natural vegetation is longleaf pine, South Florida
slash pine, slash pine, saw palmetto, gallberry,
waxmyrtle, oak, fetterbush Iyonia, and pineland
threeawn. .
This soil has very severe limitations affecting
cultivated crops. Wetness and low natural fertility limit
the choice of plants and reduce potential yields. If
intensive management practices and a water.control
system are used, some vegetables can be grown. The
water-control system must remove excess water in wet
periods and supply water ~s needed in dry periods.
Crop residue and soil-improving cover crops add
organic matter to the soil and improve fertility. Fertilizer
should be applied according to the needs of the crop.
This soil generally is poorly suited to citrus because
of the excessive wetness. It is suitable only if a water-
control system is used to maintain the water table at an
effective depth. Citrus trees should be planted on beds,
and a plant cover should be maintained between the
trees. Fertilizer and lime are needed.
This soil is well suited to pasture and hay crops;
however, a good water-control system is needed to
remove excess water, Pangolagrass and bahiagrass are
suitable pasture plants. Grasses respond to regular
applications of fertilizer and lime. Grazing should be
controlled 10 maintain plant vigor and a good ground
cover.
Typically, the South Florida Flatwoods range site
Attachment number 11
Page 22 of 31
Soil Survey
includes areas of this soil. The dominant vegetation is
scattered pine trees with an understory of saw palmetto
and grass. If good grazing management practices are
used, this range site has the potential to produce
significant amounts of creeping bluestem, lopsided
indiangrass, chalky blueslem, and various panicums. If
range deterioration occurs, saw palmetto and pineland
threeawn are dominant.
The potential productivity for pine trees is moderate.
The major concerns in management are seedling
mortality, plant competition, and the equipment use
limitation during periods of heavy rainfall. Slash pine
and South Florida slash pine are the best trees to plant
This soli has severe limitations affecting septic tank
absorption fields, building sites, and local roads and
streets. Special measures are required t~ overcome thE
excessive wetness. Septic tank absorption fields can bl
elevated by adding fill material. Foundations and
roadbeds require special measures that provide
additional 5011 strength.
The excessive wetness and the sandy texture are
severe limitations affecting recreational uses. A water-
control system that keeps the seasonal high water tabl,
below a depth of about 2.5 feet is required. Suitable
topsoil or pavement can be used to stabilize the soil
surface in heavy traffic areas.
The capability subclass is IVw.
22-Pomello fine sand. This moderately well draine
soil is on low, broad ridges and low knolls on flatwood:
Areas of this soil range from about 10 to 100 acres.
Slopes are smooth to convex and are 0 to 2 percent.
Typically, this soil has a dark gray fine sand surface
layer about 5 inches thick. The subsurface layer is
white fine sand to a depth of about 48 inches. The
subsoil to a depth of about 53 inches is dark reddish
brown fine sand that is coated with organic matter. To
depth of about 63 inches, it is black fine sand that is
coated with organic matter. The underlying material is
dark brown fine sand to a depth of at least 80 inches. !
a few areas the subsoil is weakly cemented by organic
matter.
Included with this soil in mapping are small areas of
Archbold, Duette, Immokalee, and Satellite soils.
Archbold and Satellite soils do not have a dark subsoil
Immokalee soils are poorly drained, Duette soils are
similar to the Pomello soil. The included soils make up
about 15 to 30 percent of the map unit.
This Pomello soil has a seasonal high water table a
a depth of 24 to 40 inches for 1 to 4 months in most
years. The available water capacity is very low.
Permeability is moderately rapid in the subsoil.
Item # 4
should be maintained between the trees. Fertilizer and
lime are needed.
The soil is well suited to pasture and hay crops, such
as coastal bermudagrass and bahlagrass. Grasses
respond to fertilizer and lime. Grazing should be
controlled to maintain plant vigor for highest yields.
Typically, the Oak Hammock range site includes
areas of this soil. The dominant vegetation is a dense
canopy of predominantly live oak trees. Because of the
dense canopy and relatively open understory, cattle use
this range site mainly for shade and resting areas.
Desirable forage includes longleaf uniola, low panicums,
low paspalum, switchgrass, and lopsided indiangrass.
The potential productivity for pine trees is high. Slash
pine a'nd South Florida slash pine are the best trees to
plant.
This soil is severely limited as a site for urban
development because of the wetness during rainy
periods. The high water table interferes with proper
functioning of septic tank absorption fields. Fill material
can be used to elevate the absorption fields. This soli
has only slight limitations affecting sites for buildings
and local roads and streets.
The sandy surface is a severe limitation affecting
recreational uses. This limitation can be overcome by
adding suitable topsoil or other material in heavy traffic
areas.
The capability subclass is IIw.
27-Kendrlck fine sand, 0 to 5 percent slopes. This
well drained soil is on broad uplands and high knolls on
flatwoods. Areas of this soil range from 40 to several
hundred acres. Slopes are smooth to concave.
Typically, this soil has a very dark grayish brown fine
sand surface layer about 9 inches thick. The subsurface
layer is brownish yellow fine sand to a depth of about
29 inches. The subsoil to a depth of about 34 inches is
brownish yellow fine sandy loam. To a depth of about
64 inches it is yellowish brown and brownish yellow
sandy clay loam that is 1 to 5 percent plinthite. The
underlying material is gray sandy clay loam that is
mottled in shades of brown and red.
Included with this soil in mapping are small areas of
Apopka. Candler, and Millhopper soils. Candler soils do
not have a loamy subsoil. Apopka and Millhopper soils
are similar to the Kendrick soil. The included soils make
up about 10 to 30 percent of the map unit.
This Kendrick soil does not have a water table within
a depth of 80 inches. The available water capacity is
moderate. Permeability is slow or moderately slow in
the subsoil.
Most areas of this soil are used for citrus or improved
Attachment number 11
Page 23 of 31
Soil Survey
pasture. The natural vegetation is mostly long/eaf pine,
South Florida slash pine, slash pine, hickory, magnolia,
laurel oak, and live oak. The understory includes
bluestem, indiangrass, hairy panicum, and annual forbs.
A moderate hazard of erosion affects cultivated
crops, and erosion-control measures are needed. These
measures include contour cultivation of row crops
planted in strips with cover crops. Crop rotations should
keep cover crops on the land at least half the time.
Cover crops and crop residue help to maintain organic
matter content and control erosion. Maximum yields
require good seedbed preparation, fertilizer, and lime.
This soil is droughty in dry periods, and yields are often
reduced by untimely droughts. Irrigation of some high
value crops is feasible if irrigation water is readily
available.
In places that are relatively free from freezing
temperatures, this soil is well suited to citrus. A good
ground cover of close-growing plants is needed
between the trees to control erosion. Fertilizer, lime,
and a well designed irrigation system are needed for
highest yields.
This soil is well suited to pasture and hay crops.
Clover, tall fescue, coastal bermudagrass, and
improved bahiagrass produce good yields if properly
managed. Fertilizer, lime, and controlled grazing help to
maintain vigorous plants for highest yields and good
ground cover.
Typically, the Upland Hardwood Hammock range site
includes areas of this soil. The dominant vegetation is a
dense canopy of oak, magnolia, and hickory. Because
of the dense canopy and relatively open understory,
cattle use this range site mainly for shade and resting
areas. Desirable forage includes indiangrass,
switchgrass, longleaf uniola, and chalky bluestem.
The potential productivity for pine trees is high. The
moderate equipment use limitation, seedling mortality,
and plant competition are concerns in management.
Slash pine and South Florida slash pine are the best
trees to plant.
This soil is well suited to most urban uses; however,
seepage is a severe limitation affecting sewage lagoons
and area sanitary landfills. Sidewalls of these structures
need to be sealed and stabilized.
T~e sandy surface is a severe limitation affecting
recreational uses. This limitation can be easily
overcome by adding suitable topsoil or constructing
permanent covering in heavy traffic areas.
The capability subclass is lie.
29-St. Lucie fine sand, 0 to 5 percent slopes. This
excessively drained soil is on dune-like ridges and
Item # 4
40
and poor filtration are limitations affecting sanitary
facilities. Limitations affecting septic tank absorption
fields can be overcome by mounding and backfilling to
maintain the system above the seasonal high water
table.
The wetness and the sandy surface are severe
limitations affecting recreational uses. A water-control
system and suitable topsoil or resurfacing can help to
overcome these limitations.
The capability subclass is IVw.
31-Adamsvllle fine sand. This somewhat poorly
drained soil is on low ridges on flatwoods and in low
areas on uplands. Areas of this soil range from about
11 to several hundred acres. Slopes are smooth and
are 0 to 2 percent.
Typically, this soil has a very dark gray fine sand
surface layer about 6 inches thick. The underlying
material to a depth of at least 80 inches is light
yellowish brown fine sand that grades to very pale
brown.
Included with this soil in mapping are small areas of
Tavares, Satellite, and 20lfo soils. Tavares and Satellite
soils are similar to the Adamsville soil. 20lfo soils have
a dark subsoil. The included soils make up 15 to 20
percent of the map unit.
This Adamsville soil has a seasonal high water table
at a depth of 20 to 40 inches for 2 to 6 months during
most years. The available water capacity is low.
Permeability is rapid.
Most areas of this soil are in citrus. Some remain in
natural vegetation that is mostly slash pine, longleaf
pine, laurel oak, and water oak and an understory of
saw palmetto, pineland threeawn, Indiangrass,
bluestem, and panicums.
Periodic wetness and droughtiness are very severe
limitations affecting cultivated crops. The number of
suitable crops is very limited unless intensive water-
control measures are used. A water-control system
must remove excess water in wet periods and provide
irrigation in dry periods. If a water-control system is
used. this soil is well suited to many kinds of flowers
and vegetables. Soil-improving crops and crop residue
help to maintain organic matter content and protect the
soil from erosion.
Unless this soil is drained, it is not suited to citrus. If
a well designed drainage system is used, this soil is
moderately suited. Citrus trees should be' planted on
beds. A ground cover of close-growing plants should be
maintained between the trees to control soil blowing in
dry weather and water erosion during rainfall.
This soil is moderately well suited to pastures of
Attachment number 11
Page 24 of 31
Soli Survey
pangolagrass and bahiagrass. Simple drainage is
needed to remove excess surface water in times of
heavy rainfall.
Typically, the South Florida Flatwoods range site
includes areas of this soil. The dominant vegetation is
scattered pine trees with an understory of saw palmetto
and grass. If good grazing management practices are
used, this site has the potential to produce significant
amounts of creeping bluestem, lopsided indiangrass,
chalky bluestem, and various panicums. If range
deterioration occurs, saw palmetto and plneland
threeawn are dominant.
The potential productivity for pine trees is moderately
high. The major management concerns, caused by
droughtiness, sandiness, and seasonal wetness, are the
equipment use limitation, seedling mortality, and plant
competition. Slash pine, South Florida slash pine, and
longleaf pine are the best trees to plant.
This soil has moderate or severe limitations affecting
most urban uses. The wetness and poor filtration are
severe limitations affecting septic tank absorption fields.
Seepage, the wetness, and the sandy texture are
severe limitations affecting sanitalY landfills. Landfill
trenches should be sealed. The wetness is a moderate
limitation affecting building sites. Ditching and land
shaping help to overcome this limitation.
The sandy surface is a severe limitation affecting
recreational uses. Suitable topsoil or other material
should be added to improve trafficability.
The capability subclass is Jllw.
e 32-Kallga muck. This very poorly drained soil is in
marshes and swamps. Areas of this soil range from
about 10 to several hundred acres. Slopes are smooth
to concave and are less than 2 percent.
Typically, this soil has a black muck surface layer
about 9 inches thick. The subsurface layer is dark
reddish brown muck to a depth of about 30 inches. The
underlying material is very dark gray loam to a depth of
about 55 inches, dark gray sandy loam to a depth of
. about 70 inches, and light gray sand to a depth of 80
inches.
Included with this soil in mapping are small areas of
Hontoon, Samsula, and Placid soils. Also included are a
fe\V areas of Kaliga, Samsula, and Hontoon soils that
have been drained. Placid soils are sandy. Hontoon and
Samsula soils are similar to the Kaliga soil. The
included soils make up 15 to 25 percent of the map
unit.
Unless this Kaliga soil is drained, it has a seasonal
hIgh water table at the surface or is ponded except
during extended dry periods. Areas on flood plains are
Item # 4
'~~~Qilt ifobdil1g as well .Slo ponding. Tile
iWa.t13r 9apa9ity is very high~ Permeability is
':ti's'ow.. "
Attachment number 11
Page 25 of 31
41
Most areas of this soil are In natural vegetation and
provide wildlife habitat and water storage. The natural
vegetation is mostly swaetbay, cypress,blackgum,
Carolina ash, and red maple with an understory of
sawgrass, IHies, reeds, sedges, and wClxmyrtle. A few
drained areas are used for pasture or sod,
Unless this soil is drained, it ;s not suited to
cultivated crops. If water control' is, adequate, this soil is
well suited to most vegetable crops. A well designed
and maintained water.control system should remove
excess water when crops are on the land and keep the
soil saturated with water at all other times, '
This soil is not suited to citrus. .
Most improved grasses and clover grow well if water
is properly controlled. Water control, should maintain the
water table near the surface to prevent oxidation of the
organic layers (fig: 6).
Typically, the Freshwater,Marshes and Ponds range
site includes areas of this soil, The dominant vegetation
is 'an open expanse of grasses, sedges, rushes, and
other herbaceous plants in areas where the' soil ,
generally is saturated or covered with water for at least
2 months during the year. Ifgood grazing management,
practices are. used, this range site has the potential to
produce more forage than any of the other range sites.
Chalky bluestem and blue maiden cane dominate the
drier parts of the rangesite, and maidencane is
dominant in the wetter parts. Other desirable. forage
includes, cutgrass, bluejoint panicum, sloughgrass, and
low panicums~ Periodic highwater levels provide a '
much needed natural deferment from overgrazing~ If
excessive grazing occurs, common carpetgrass, an
introdllced plant, tends to dominate the drier parts of
~es~~ . ~ .
. This soil is not suited to pine tree production or to
urban uses.
The capability subclass is Vllw.
e 33-Holopaw fine sand, depressional. This very
poorly drained soil is in wet depressions on flatwoods.
Areas of this soil range from 5 to over 100 acres.
Slopes are smooth to concave and are 0 to 2 percent.
Typically, this soil has a very dark gray fine sand
surface layer about 6 inches thick. The subsurface layer
to a depth of about 41 inches is light brownish gray to
grayish brown fine sand. The subsoil is light gray sandy
clay loam to a depth of about 65 inches. The underlying
material is gray loamy sand.
Included with this soil in mapping are small areas of
Basinger, Felda, and Floridana soils. Basinger soils do
not have a foamy subsoil. Felda and FloTidana soils are
similar to the Hotopaw soil. The included soils make up
Item # 4
42
Attachment number 11
Page 26 of 31
Soil Survey
Figure 7.-Cypress trees are the domInant vegetation on Holopaw fine sand, depressional.
about 20 to 40 percent of the map unit.
This Holopaw soil is ponded for more than 6 months
during most years. The available water capacity is low.
Permeability is moderately slow in the subsoil.
Most of the acreage of this soil is rangeland or
woodland. A few areas that have adequate water
control are used for truck crops. The natural vegetation
is dominantly cypress (fig. 7) with a few scattered slash
pine and cabbage palm. The understory plants include
waxmyrtle, sand cordgrass, and maidencane.
This soil is not suited to cultivated crops, planted
pine trees, or pasture unless extensive drainage is
provided. .
Typically, the Freshwater Marshes and Ponds range
site includes areas of this soil. The dominant vegetation
is an open expanse of grasses, sedges, rus'hes, and
other herbaceous plants in an area where the soil
generally is saturated or covered with water for at least
. 2 months during the year. If good grazing management
practices are used, this range site has the potential to
produce more forage than any of the other range sites.
Chalky bluestem and blue maidencane dominate the
drier parts of the range site, and maidencane is
dominant in the wetter parts. Other desirable forage
includes cutgrass, bluejoint panicum, sloughgrass, and
low,panicums. Periodic high water levels provide a
much needed natural deferment from overgrazing. If
excessive grazing occurs, common carpetgrass, an
introduced plant, tends to dominate the drier parts of
the site.
This soil is severely limited as a site for all' urban and
recreational uses because of the ponding. Drainage and
Item # 4
:f .W<~
_~,*tge amounts of fill material are needed. Most areas do
,1'00t have suitable outlets for excess water.
:~~th'ecapability subclass is Vllw. '
.~~~:~:::<_-. .'.><" '._ " i
i~t:34-Anclote mucky fine sand, depressional. This
,"erypoorly drained soil is in depressions mostly
rd'ering,lakes throughout the county. Most areas are 3
5t:too acres. Slopes are smooth to concave and are 0 .
:lo2 percent. .
;~"TypicaIlY, the surface layer of this soi} Is black mucky
'(ie' !;and to a depth of about 8 inches and very dark
"r~yfine,sand to a depth of about 18 inches; The
~r{~t~i'lylng material is gray fine sand to a depth of about
.~:;rI)ChE3!;~nd dark gray fine sand to a depth of at least
~:'~Ih<:hes. '" '.' ,'. ..'
.9iu.ded with this soil in mapping are small areas of
"~$iJ1ger,.F,IQridana, and Samsulasoils.Also included.
:f$'"f'::_:', '. -.'-. - _ 'J ' , . .-"". - ,-'.
,$;'ereas of soils that are similar to the Anclote soil..',
ilF~~(the{havea$ much as 10 inches of muck on the
'tt~ge;Floridana soils .have a ..Ioamy subsoil. Samsula
~:I.i:E;~reOrganic.BaSingersolls are similar to the . .
;np.I6t~soil. The included solis make up about 15to 30
;~'f6ent of the map unit. .'. . .' .'
..}ThiS Anclote soil is ponded for at least 6 months
~l'.;_ .'... .,.' -. .
JirlQ.Qmost years. The available water capacity is low.
~rrn~ability is rapid, ., . .
,'!>IMostofthe acreage of this ,soil is rangeland or
o:999Iand. The natural vegetation is cypress; bay,
(rolinaash, scattered cabbagepalm, maple, and
~'$fies.<." .... '. .... . . "
~"t;Jnlessthissoilis drained, it is too wet to be used for
'i!ltivatedcrops or. pasture. Drainage outlets need to be
'(catedbefore drainage can be applied.
~}Thi~ ,soH is' not suited to citrus., .
.i:iJypically, the Freshwater Ma.rshes and Ponds range
~jt.ElincIUdes areas of this soil. The dominant vegetation
.'i.~n open expanse of grasses, sedges, rushes, and
o'Jh~rherbaceous plants in areas where the soil
>'ierierally is saturated or covered with water for at least
"'rnonths during the year. If good grazing management
"rscticesare used, this range site has the potential to
roduce more forage than any of the other range sites.
'),alkybluestem and blue maldencane dominate the
,'rier parts of the range site, and maidencane is
80minant in the wetter parts. Other desirable forage
)icludes cutgrass, bluejoint panicum, sloughgrass, and
~Iow panicums. Periodic high water levels provide a
~."uch needed natural deferment from overgrazing. If
,excessive grazing occurs, common carpetgrass, an
introduced plant, tends to dominate the drier parts of
.the site.
o . This soil generally is not used for the commercial
Attachment number 11
Page 27 of 31
43
production of pine trees, and the potential productivity is
high only if surface drainage is developed. The major
concerns In management are seedling mortality and the
equipment use limitation caused by the wetness.
Thissoills severely limited as a site for most urban
uses because of the ponding. The high water table
interferes with proper functioning of septic tank
absorption fields, sewage lagoons, and sanitary
landfills. The ponding is a severe limitation affecting
sites for buildings and local roads and streets. Water
outlets generally are not available. Fill material can be
used to increase the effective depth to the water table.
The ponding is a severe limitation affecting
recreational uses.. It is difficulttoovercome. because ..'
areas of this soilgenerally are In 'depressions. In areas
that are made suitable, topsoil or suitable fill material
. must be added to improve trafficabllity; .
The capability subclass Is Vllw.
. 35-Hontoon muck. This very poorly drained soil is .
in swamps and marshes. Areas of this soil range from 5
to several hundred acres. Slopes are dominantly less
than 1 percent but range from 0 to 2 percent. .
Typically, this soil is black muck to a depth of about'
11 . Inches and dark brown muck to a depth of about 75
inches. The underlying material is black sandy loam to
a depth of atleast 80 Inches.
Included with this soil in mapping are small areas of
"Kaliga, Placid. and Samsula soils and some soils that
are similar to the Hontoon soil exceptthey have less
decomposed organic matter. Placid soils are sandy.
KaUga and Samsula solis are similar to the Hontoon
soil. The included soils make up about 15 to 30 percent
of the map unit. .
This Hontoonsoil has a seasonal high water table
that is at or above the surface except during extended
dry periods. Areas on flood plains are subject to
frequent flooding as well as to ponding. The available
water capacity is very high. Permeability is rapid.
Most of the acreage of this soil is in natural
vegetation and provides wildlife habitat and water
storage. The natural vegetation is redbay, white bay,
red maple. blackgum, and cypress with a ground cover
of sawgrass. lilies, reeds, ferns, greenbrier, and other
aquatic plants.
Wetness is a very severe limitationaffec1ing
cultivated crops. If water control is adequate. excellent
vegetable crops can be grown. A well designed and
maintained water-control system must remove excess
water when crops are growing and keep the soil
saturated at other times. Crops respond well to fertilizer.
Water-tolerant cover crops can be grown when row
Item # 4
44
crops are not planted. To improve the soil, all crop
residue and cover crops should be incorporated into the
soil.
inis soil is not suited to citrus because 01 tne high
water table and low strength.
In its natural state, this soil is poorly suited to
pasture. Improved pasture grasses and clover do well
only if a well designed water-control system is installed.
The water table should be maintained near the surface
to prevent excessive oxidation of organic matter.
Fertilizer high in potash, phosphorus, and minor
elements is needed to maintain plant vigor. Lime should
be used to maintain a proper pH.
Typically, the Freshwater Marshes and Ponds range
site includes areas of this soil. The dominant vegetation
is an open expanse of grasses, sedges, rushes, and
other herbaceous plants in an area where the soil
generally is saturated or covered with water for at least
2 months during the year. If good grazing management
practices are used, this range site has the potential to
produce more forage than any of the other range sites.
Chalky bluestem and blue maidencane dominate the
drier parts of the range site, and maiden cane is
dominant in the wetter parts. Other desirable forage
includes cutgrass, bluejoint panicum, sloughgrass, and
low panicums. Periodic high water levels provide a
much needed natural deferment from overgrazing. If
excessive grazing occurs, common carpetgrass, an
introduced plant, tends to dominate the drier parts of
the site.
This soil is not suited to'pine trees.
This soil has very severe limitations affecting urban
and recreational uses because of the pondin'g and low
strength.
The capability subclass is Vllw.
36-Baslnger mucky fine sand, depressional. This
very poorly drained soil is in wet depressions on
flatwoods. Areas of this soil range from about 4 to 25
acres. Slopes are smooth to convex and are 0 to 2
percent.
Typically, this soil has a very dark gray mucky fine
sand surface layer about 7 inches thick. The subsurface
layer is light gray fine sand to a depth of about 35
inches. The subsoil is a mixture of grayish brown and
very dark grayish brown fine sand to a depth of about
45 inches. The underlying material is brow!'l fine sand to
a depth of at least 80 inches.
Included with this soil in mapping are small areas of
Placid, Pompano, St. Johns, and Samsula sails.
Samsula soils are organic. Placid, Pompano, and St.
Johns sails are similar to the Basinger soil. Also
Attachment number 11
Page 28 of 31
Soil Survey
included are soils that are similar to the Basinger soil
except they have a loamy sand or sandy laam subsoil.
The included soils make up 15 to 20 percent 01 the map
unit.
This Basinger soil is ponded for more than 6 months
during most years. The available water capacity is low.
Permeability is rapid.
Most of the acreage .of this soil is in natural
vegetation .of broomsedge bluestem, chalky bluestem,
maidencane, cutgrass, St. Johnswart, pineland'
threeawn, cypress, and ather water-tolerant trees.
This soil is net suited to cultivated crops, citrus, or.
improved pasture because .of the ponding.
Typically, the Freshwater Marshes and Pends range
site includes areas .of this soil. The dominant vegetation
is an open expanse .of grasses, sedges, rushes, and
other herbaceaus plants in areas where the soil
generally is saturated or covered with water for at least
2 months during the year. If good grazing management
practices are used, this range site has the potential to
produce more ferage than any of the other range sites.
Chalky bluestem and blue maidencane dominate the
drier parts of the range site, and maidencane is
deminant in the wetter parts. Other desirable forage
includes cutgrass, bluejeint panicum, sloughgrass, and
law panicums. Periodic high water levels provide a
much needed natural deferment fram .overgrazing. If
excessive grazing occurs, common carpetgrass, an
intraduced plant, tends ta dominate the drier parts of
the range site.
This seil generally is not used for the commercial
production of pine trees. The potential productivity is
mederate only if surface drainage is developed. The
major management concerns, caused by the high water
table, are the severe equipment use limitatien and
seedling mortality.
This soil is severely limited as a site for most urban
and recreatianal uses because .of the ponding. The high
water table interferes with proper functioning .of septic
tank absarptien fields, sewage lagaons, and sanitary
landfills. The pending is a severe limitation affecting
sites for buildings and local roads and streets. Drainage
outlets generally are not available. Fill material can be
used te increase the effective depth to the water table.
T.he capability subclass is Vllw.
37-Placld fine sand, frequently fleeded. This very
peerly drained seil is en narrow flood plains. Areas of
this soil range frem 30 te several hundred acres. Slopes
are smoath to concave and are 0 to 2 percent.
Typically, this soil has a black fine sand surface layer
about 18 inches thick. The underlying material is dark
Item # 4
46
39-Arents, clayey substratum. These maderately
well drained to. samewhat paerly drained sails are a
result af ph asp hate ar silica mining. Deflacculated clay
is pumped into. preshaped trenches ar into. a series af
pits fram which phasphate has been remaved. The clay
cames aut as ane separate after the phasphate
pebbles, are, and sand have been remaved. It has a
very high cancentratian af water and takes a very lang
time to. dry aut under natural canditians. After the clay is
dry enaugh to. suppart seme vehicular traffic, a cap af
sail material (Arents) is spread ever the clay. Areas of
these sails range frem abaut 100 to. 640 aCres. Slopes
are smeeth to. convex.
The celer and thickness ef these 'seils vary frem one
area to. anether. Typically, these sails are brown ar
yellawish brawn to gray ar white sand to. a depth af 2 to.
4 feet. Seme areas have a very compacted mixture of
sand and clay that is underlain by several feet ef
mottled gray er gleyed clay. Some o.f the mere camman
celars are light gray, dark gray, pale green, and dark
greenish gray.
Included in mapping are small areas af Hydraquents
and Neilhurst seils and some areas ef Arents that de
nat have a clayey substratum. Also included are small
meunds that have slapes of more than 5 percent. The
included seils make up 15 to. 20 percent ef the map
unit.
In the Arents, the high water table, available water
capacity, and permeability are variable. The high water
table generally ranges fram about 2 to. 4 feet. The
available water capacity generally is low in the surface
layer and high in subsurface layer. Permeability is
variable but generally rapid in the surface and very slaw
in the subsurface layer. Natural fertility generally is low
but can range to. medium.
Mast areas ef these soils are used fer pasture.
Onsite investigatian is recommended before using these
soils as sites for buildings, roadways, recreatienal
areas, and ether related activities.
This map unit is not suited to mast common
cultivated creps. Variability of the tapsail and lew
natural fertility are the main limitatiens. Special seedbed
preparatien and water management are needed.
These seils have net been used extensively for
agrenemic practices. Seme experimental plets are
being tested.
Neither a capability subclass ner a waedland
ordinatien symbo.l has been assigned to. this map unit.
e 40-Wauchula fine sand. This poerly drained seil is
in law, broad areas en flatweeds. Areas ef this seil
Attachment number 11
Page 29 of 31
Seil Survey
range from 5 to. 40 acres. Slopes are smeeth to.
concave and are 0 to. 2 percent.
Typically, this seil has a black fine sand surface layer
about 7 inches thick. The subsurface layer is gray fine
sand to a depth of about 18 inches. The upper part ef
the subsoil Is erganic-coated fine sand to. a depth ef
about 26 inches. The next part to a depth ef about 33
inches is dark grayish brown fine sand. The lewer part
of the subsoil is light brownish gray fine sandy loam to
a depth of about 38 Inches, light gray sandy clay leam
to a depth af abeut 56 inches, and gray fine sandy loam
to a depth of abeut 70 inches. The underlying materia/
is gray fine sandy leam.
Included with this soil in mapping are small areas ef
Lynne, Myakka. and Pemena sails. Myakka seils do net
have a loamy subseil. Lynne and Pemona soils are
similar to the Wauchula soil. The included soils make
up 20 to 40 percent of the map unit.
This Wauchula soil has a seasonal high water table
within a depth of 12 inches for 1 to 4 menths during
mest years. The available water capacity Is maderate.
Permeability is slew in the lower part ef the subseil.
Mast areas of this seil are rangeland er weodland.
Some areas that have adequate water management are
used for citrus, improved pasture, er truck creps. The
natural vegetation is longleaf pine, slash pine, and
South Florida slash pine and an understery of saw
palmetto, gallberry, fetterbush Iyenia, seuthern
bayberry, and pine/and threeawn.
Wetness is a severe limitatien affecting cultivated
creps. The number of suitable crops is very limited
unless intensive water-control measures are used. If a
water-control system is used, many kiilds of flewers and
vegetables can be grewn. The system must remove
excess water in wet perieds and previde subsurface
irrigatien in dry perieds. Goed management also.
includes crop retatiens that keep clese-growing, seil-
impreving crops an the land at least twe-thirds ef the
time. These crops and crep residue help to centrel soil
blowing and to. maintain erganic matter content.
Fertilizer and lime should be added accerding to. the
needs ef the crep.
This seil generally is peorly suited to. citrus because
of. the wetness. If preperly drained, it is maderately
suited to. aranges and grapefruit. Drainage should
rem eve excess water frem the seil rapidly and maintain
the water table at an effective depth. Citrus trees sheuld
be planted on beds. A ground cover af c1ese-grawing
plants between the trees helps to centrol seil blewing
when the seil is dry and water erasien during heavy
rainfall. Regular applicatiens ef fertilizer and occasianal
Item # 4
:;~~.'. '.
,F';.'
;':"ndler and Tavares soils. These soils are similar to
::'::,'Astatula soil. They make up less than 15 percent of
"'", .'
!.':map unit.
:This Astatula soil does not have a water table within
Jepthof 72 inches. The available water capacity is
W low. Permeability is very rapid.
lMost of the acreage of this soil is used for citrus or
]~;rovedpasture. The natural vegetation is bluejack
'~.turkeyoak, long leaf pine, sand pine, Rosemary,
~~I~ndthreeawn, bluestem, and paspalum.
[this soil is not suited to most cultiv'ated crops and
"IDfbecause of droughtiness and the rapid leaching of
'6fnutrients. If irrigation is used, high yields of citrus'
')j'eobtained. Fer!i1izer and lime should be applied
-,oidfng to the needs of the crop.., ' '
J;h'fssqilispoorlysuited to pasture and hay crops;
':~yer,gra~ses,such as pangolagrass and
"'grass;can~begrqwn. .,'" ....... '.
p,icaily,theLohgleaf Pine-Turk~y Oak Hills. range.,
:9h,Jde!=l' areasot this soil. The dominant vegetation
g!eafp1ne and turkey oak. Forage production arid
Jityare poor, and cattle do not readily use this range
'Tlfot~Elr sites are available. Desirable forage ....
~descreeping bluestem, lopsided indiangrass, and
. ~pa~icuml3' .'
-M'potential productivity for pine trees is low. The
19r.'concerns in management, caused by
'!;Jghtiness and sandiness, are the equipment use
':ation and<seedllng mortality. Sand pine is the best
rio,plant.'. '. '. .
:" ;'his' soil tiasonlyslight limitations affecting most
~ah uses. Because of poor filtration, however, ground
ii(contamination is a hazard in areas that have a
'::'i1tration Of homes with septic tanks. Seepage is a
,ere limitation affecting sanitary landfills. Landfill
$. . ' '...
~,ches should be sealed. The slope is a moderate
tationaffecting sites for small commercial buildings.
,:he sandy surface causes poor trafficability in
teational areas. Suitable topsoil or some form of
""~cingcan reduce or overcome this limitation. Slope
"'severe limitation affecting playgrounds.
'he capability subclass is Vis.
7-Zolfo fine sand. This somewhat poorly drained
,'. is on low, broad ridges and knolls on flatwoods.
.:as of this soil range from 10 to 150 acres. Slopes
" smooth to concave and are 0 to 2 percent.
.' ypically, this soil has a very dark gray fine sand
. ace layer about 7 inches thick. The subsurface layer
. ne sand. It is brown to pale brown to a depth of
. ut 30 inches and light gray to a depth of about 67
"hes, The next layer to a depth of about 71 inches is
Attachment number 11
Page 30 of 31
51
brown fine sand. Thesubsoil to a depth of at least 80
inches Is dark reddish brown fine sand that is coated
with organic matter.
Included with this soil in mapping are small areas of
Adamsville, Immokalee, Pomello, and Tavares soils.
Adamsvilfe and Tavares soils do not have a dark
subsoil.lmmokalee soils are poorly drained. Pomel.lo
soils are similar to the Zolfo soil. The included soils
. make up about 5 to 15 percent of the map u'nit.
This Zolfo soil has a seasonal high water table at a
depth of 24 to 40 inches for 2 to 6 months during most
years and at a depth of1 0 to 24 inches for up to 2
Weeks in some years. The available watercapacity is
low. Permeability is moderate in the subsoiL
~6st areas of this soil are in citrus. SOlTleremaln in .
natural vegetation that is mostly scattered turkey oak,
ra., u. r..e. I oak., w...ate. r oak, longleaf pine, S.ou.th Fie. rlda.' slash
pirie, and slash pine with an undercover of pinel and .
threeawn, bluestem, lopSided indiangrass, gallberry,
a:nd saw palmetto. .
.' Seasonal wetness and droughtiness are severe
limitations affecting cultivated crops. The numbel' of
suJtablecrops is limited. A complete water.control
system is recommended for most crops. If such a
,system is installed and maintained, many fruit and
vegetable crops can be grown. Th~systemshould
, remove excess water rapidly and provide a means of
applying irrigation. Good soil management also includes
close-growing cover crops in the crop rotation. Crop
residue should be used to control soil blowing' and to
maintain organic matter content. Good seedbed
preparation includes bedding. Fertilizer and lime should
be added according to the needs of the crop.
,"places that are relatively free from freezing
temperatures, this soil is well suited to citrus. A water.
control system is needed to maintain the high water
table at an effective depth. A ground cover of close.
growing plants should be maintained between the trees
to control soil blowing in dry weather and water erosion
during heavy rainfall. Good yields of oranges and
grapefruit generally can be obtained without irrigation;
however, increased yields can be expected if irrigation
is used during drier periods. Fertilizer and lime are
needed.
This soil is well suited to pasture and hay crops.
Deep-rooted plants, such as coastal bermudagrass and
bahiagrass, grow well if fertilizer and lime are used.
Production is occasionally restricted by extended
drought. Grazing should be controlled to maintain plant
vigor and good ground cover.
A range site is not given for this soil because most of
the acreage is in citrus.
Item # 4
Attachment number 11
Page 31 of 31
,..":.,t.'
63
p!~ally, this soli has a dark grayish brown fine sand this range site mainly for shade and resting areas.
~~>Iayer about 6 inches thick. The subsurface layer Desirable forage includes .longleaf uniola, low panicums,
.Q'Elpt.hpfabout 63 inches is light yellowish brown' low paspalum,'switchgrass, and lopsided indlangrass.
,,:}very:'pale brown fine sand. The subsoil Is fine The potential productivity for pine trees is moderately
~,x';:9Yloam to a depth of at least 80. inches. It is light high. The major concerns in management are the'
"~":Wi'~h6rown in the upper part and gray in the lower equipment use limitation, seedling mortality, and plant
"\\;:;:,'. competition. Slash pine, South FloridasJash pine, and
;"69,.~a~dwith.thjS soilIn mapping are small areas of longleafplne are the besttrees to plant. '. ..
,.:~~,~~,K~ndri.c.k, Spa~r, and !avares solJs.Ap?pka This soil is moderately limited as a site for septic
~,~.Mc;lncksolls are In the highest, better drained tank absorption fields because of the wetness. .The
Itf"'h$orit/:1e landscape, and Sparr soils are In the absorption field .should be slightly elevated. The soil is'
"'~tter positions. Tavares soils are in the same well suited louse asa site for dw~llir'!gs without
, ..,,~'i:in.the landscape as those of the MHlhClPper basements and local roads and streets.
], ';';:ttiey'donot have, .a.loamy subsoil. Apopka, nie sandy surface Is a severe limitation affecting
~Tal1~ Sparr soils are similar . to'the Millhopper recreational. uses., Suitable topsoil or pavement can be
.)~?Iuded. soils make up less than..10percen.t of' used to stabilize the surface, . .
:~mt~:. '.' .~'. .... .... .... ..... ...... ........... ,:<>.ThecapablUty subclass is Ills.. .
,illhopper,soir has a seasonal high water table '.' '. . '.. .
h of,40 to 60.inches for .1 to 4m.onths.in most' .. ~..77~SateJJlt& 8a!1d~.Thissomewha~ poorly drained
'e~vailablewater.ca.padtyisI6W. Permeability sQilis on low knolls and ridges on flatwoods.~Areas of
~W~,!!1'th$SLJbliOil. .' ", .' .' this soil range from 3 to .200 acres. Slopes are smooth
~""~r~asofthis soil are in citrus. Some remain in to convex and are Oto 2 percent. .
..' ,",'egetation that is mostly live oak, laurel oak, Typically, this soU has a very dark gray sand surface
}1P.Jri~;S()uth Florida slash pine/and longlea1 pine. layer .about 6 inches thick. The underlying materialto a
. ....7.ghtiness and rapid leaching Of plant nutrients depth of at least eo inches is gray sand that grades to
'~rEllimitations affecting cultivated crops.. grayish brown: .
:;,'e;SOil management practices. are needed if this Included with this soil in mapping are small areas of
',LJI~ivated. Row crops should be planted on the Archbold, Immokalee, Pomello, and Pompano soils.
,,;;':Ylstrips otclose-growing crops. Crop rotations I.mmokalee and Pomello soils have a dark subsoil.
d::~eepthe close-growing crops on the land at. Pompanosoils are poorly drained. Archbold soils are
~l1Cee,:f6urths of the time. $oil-improvingcropsand similar to the Satellite. soil. The included soils make up
:,,'e'sidue help to protect the soil from erosion. about 5 to 10 percent of the map unit.
iit"irrigation is used, only a few crops produce good This Satellite soil has a seasonal high water table
.'j!:jrr'igation generally is feasible only where within a depth of 12 to 40 inches for 2 to. 6 months in
:'~'~water is readily avaiJabl.e. .' .' . most years. The available water capacity is very low.
fij~ges relatively free from freezing temperatures, Permeability is very rapid. .
~6nj$.suited to citrus. A good ground cover of Th~ natural vegetation is mostly slash pine,.saw
,~l. 'rQwing' plants is needed between the trees to palmetto, sand live oak, and pineland threeawn.
")fsoilblowing and water erosion, Good yields. of This soil is not suited to cultivated crops or .citrus
"esand gra.pefruit can be obtained in some years because of periodic.wetness, droughtiness, and low
'.fjrrigation; however, a well designed. irrigation fertility.
;"'.."that maintains optimum moisture conditions is This soil is only fairly suited to pastures of.
~.~~ . . ,
'.dto obtain t.he highest yields. pang01agrass and bahiagrass.
'i~ soil is moderately suited to pasture and hay Typically, the Sand Pine Scrub range site includes
.,~. Deep-rooted plants, such as coastal . areas of this soil. The dominant vegetation is a fairly
'dagrass and bahiagrass, are suitable, but yields dense stand of sand pine trees with a dense understory
~duced by periodic droughts. Fertilizer and lime are of oak, saw palmetto, and other shrubs. Because of
'ed. . past timber management practices, sand pines are not
'pically, the Oak Hammock range site includes on all sites. Droughtiness limits the potential for
of this soil. The dominant vegetation is a dense producing native forage. If good grazing management
py o-f predominantry live oak trees. Because of the practices are used, this range site has the potential to
ecanopy and relatively open understory, cattle use provide limited amounts of lopsided indiangras$,
Item # 4
~
Attachment number 12
Page 1 of 8
ATTACHMENT F
RESIDUALS ANNUAL SUMMARY
(DEP FORM 62-640.210(2)(b))
AND
RESIDUALS MONITORING
REPORT
(DEP FORM 62-640.210(2)(d))
28
Item # 4
Attachment number 12
Page 2 of 8
Florida DepartmentofEnvironmental Protection
Twin Towers Office Bldg, 2600 Blair Stone Road, Tallahassee, Florida 32399.2400
Residuals Annual Summary
Part I . Facility Information
FACILITY NAME:
FACILITY ID:
MAILING ADDRESS:
MONITORING PERIOD -- From: JAN 1,
To: DEC 31,
Total Quantity of Residuals Applied DurinQ ReportinQ Period:
Total Number of Residuals Land Application Sites Used Durino Reportino Period:
residuals land application sites used)
dry tons
{Parts II and III should address all
7
9
'All units are in a dry weight basis except for total solids and pH. All sampling and analysis shall be conducted pursuant to Title 40 Code of Federal Regulations, Section 503.8, and the
POTW Sludge Sampling and Analysis Guidance Document.
N/A = not applicable
Pathogen Reduction Class (Rule 62-640.600(1), FAC.): 0 A
EPA Vector Attraction Reduction Option (Rule 62-640.600(2), FAC.):
01 02 03
D6 D7 D8
DB
04
D9
05
010
Certification
I certify under penalty of law that I have personally examined and am familiar with the information submitted herein; and based on my inquiry of those individuals immediately
responsible for obtaining the information, I believe the submitted information is true, accurate and complete. I am aware that there are significant penalties for submitting false
information, includinQ the possibility of fine and imprisonment.
NAME/TITLE OF PRINCIPAL EXECUTIVE OFFICER OR AUTHORIZED AGENT (Type or Print) TELEPHONE NO.
SIGNATURE OF PRINCIPAL EXECUTIVE OFFICER OR AUTHORIZED AGENT DATE (YY/MMIDD)
Item # 4
DEP Form 62.640.210(2)(b), FAC., effectivel2101/97
Page 1
Part II. Total Application of Residuals or Septage, Nutrients, and Trace Elements for Application Zones Used Only By This Facility (attach a separate sheet for "other sol
Site Name (as identified in Agricultural Use Plan):
Site Address (~ shown in Agricultural Use Plan): #Error
(Enter all nutrient and trace element quantities in Ibs/acre)
Ng,te: Annual c~mulative loadings are products of weighted averages based on each facility's acreage alotment within zone, and are not additive.
#Error
Page 2
Item # 4
Part III. Total Residuals or Septage, Nutrients, and Trace Elements Applied to Application Zones Used by Multiple Facilities (attach separate page for "other solids," if apl
Facility (as shown in Agricultural Use Plan):
Site Name (as identified in Agricultural Use Plan):
Site Address (as shown in Agricultural Use Plan): /tError
(Enter nutrients and trace elements in Ibs/acre.)
",!ote: Annual cumulative loadings are products of weighted averages based on each facility's acreage alotment within zone. and are not additive.
#Error
Item # 4
2007 BIOSOLIDS REPORT
Facility:
Facility ID:
Land Applicaton Summary
Total Amount of Residuals Generated: Q Metric Tons 0.0 Dry Tons
Total Area of Land Application: Q Hectares 0.0 Acres
Land Applicator: H & H Liquid Sludge Disposal, Inc.
P.O. Box 390
Branford, FL 32008
1. Site Owner: Ag Use Site Owner Loadina Rates: Q Metric Tons 0.00 tons
Site Location: Site Address Q Hectares 0.00 acres
City, State
Coordinates
2. Site Owner: Ag Use Site Owner Loadina Rates: Q Metric Tons 0.00 tons
Site Location: Site Address Q Hectares 0.00 acres
City, State
Coordinates
3. Site Owner: Ag Use Site Owner Loadina Rates: Q Metric Tons 0.00 tons
Site Location: Site Address Q Hectares 0.00 acres
City, State
Coordinates
4. Site Owner: Ag Use Site Owner Loadina Rates: Q Metric Tons 0.00 tons
Site Location: Site Address Q Hectares 0.00 acres
City, State
Coordinates
H & H L.S.D.. Inc. . 100 E. Linton Blvd. STE 208B . Delroy Bch. FL 33483
Main Office: Po. Box 390 . Branford. FL 32008
Item # 4
Attachment number 12
Page 6 of 8
Florida Department of Environmental Protection
Twin Towers Office Bldg., 2600 Blair Slone Road, Tallahassee, Florida 32399-2400
,:--. _'~.._~--..:.. _ _1'_.: .'.,........",. '.~ ,:.,~,.
Residuals Monitoring Report
FACILITY NAME:
FACILITY 10:
MAILING ADDRESS:
MONITORING PERIOD -- From:
To:
Quantity of residuals treated by this facility during this reporting period (dry tons):
Residuals class produced by this facility: DAA DAD B
Required frequency of analysis for this facility:
Date of sample collection (attach a copy of the analvticallaboratorv reports):
Laboratorv name FL Lab certificate no.
-All units are in a dry weight basis except for total solids and pH. All sampling and analysis shall be conducted pursuant to Title 40 Code of Federal Regulations, Section 503.8, and the
POTW Sludge Sampling and Analysis Guidance Document.
N1A = not applicable
Description of Pathogen Reduction Method Used
Plant Staffinq: 1 st Operator
2nd Operator
3rd Operator
4th Operator
Class
Class
Class
Class
Name
Name
Name
Name
Certificate No.
Certificate No.
Certificate No.
Certificate No.
Certification
I certify under penalty of law that I have personally examined and am familiar with the information submitted herein; and based on my inquiry of those individuals for obtaining the
information, I believe the submitted information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the
oossibilitv of fine and imorisonment.
NAMElTITLE OF PRINCIPAL EXECUTIVE OFFICER OR AUTHORIZED AGENT (Type or Print) TELEPHONE NO.
SIGNATURE OF PRINCIPAL EXECUTIVE OFFICER OR AUTHORIZED AGENT DATE (VYIMM/DD)
DEP Form 62.640.210(2)(d), effective 12/01197
Northwest Dlalrlct
160 Govemmental Center
PBtlSacal., Florida 32501.5794
904-444.8300
North...t OislJlcl
7825 Baymeadawe, Suil. 8200
Jackson~II.. Florid. 32256-7577
904-4411-4300
Paget
Cenlnll0i8llk:t
3319 Mogul.. Blvd, SUite 2:l2
Orlalldo, FIOIIda 321103-3787
407-894-7555
Southweet District
3804 Coconut Palm Drive
Tampa, Florida 33619.8218
813.744-8100
SoolhDi81ricl
2295 Victoria Ave., Suile 364
Fort Myers, Florid. 33901
813-332-8975
Southel!lalOiatrict
400 N. Oo"g.... Ave.
WeatP~~1
Hauling Records Summary
r,:' '.. ""..'_.,..,:X_ ,".".' ,..'.
,:",.,...,.
. ,.,.,i. ',:. ii< ,i .. ,... ...::::.... ,:,., i' <i, ... ..:. ,. :,-e-
.:'.':"r' ..'.. ...'".. :;i' .,." ".
r I 'r' ,."., . 'r;,'", ,.,..
, ' i ,; i;i ..lri .: i:.i
.," ,.., r :" "" <"".,,<"" "'"
DEP Form 62.640.210(2)(d), enective 12/01/97
Attachment number 12
Page 7 of 8
..... " .....,.;;:;.i. ,.', ,,'~l..:...i i.< '.
.....,. 'll!sB~1 r;'~~!11 ...,....
_ ...-- .,., ....?i"i.::.:..:::,., .'.." ",.".i
. .. ..i.,._n. ..., ..., ".,..'. ',',., ,. ..'. '..,. ,. .'.':i, .., ..,' i:, ':.,....'..... .:'..,.
,. ,. ,....... <.", <,...",., .'
. ..., .....i ......' ,,; ".'...'......,.. . ...".m<
":::" ....m ..<..; ... .... ,......, '...:.,. ..
I
Item # 4
Page 2
Attachment number 12
Page 8 of 8
INSTRUCTIONS FOR RESIDUALS MONITORING REPORT
This form shall be completed for each permitted residuals management or septage management facility in accordance with Chapter 62-640, Florida Administrative Code (F AC.). The
permittee shall submit the report by no later than the 28th day of the month that follows the month in which the monitoring was performed. The permittee shall submit the report to the
appropriate Department District Office. All information shall be typed or printed in ink.
Facility Name/Address: Enter the facility name as shown on the facility wastewater permit Complete the mailing address.
Facility 10: This is the identification number of the facility as it appears on the facility wastewater permit.
Monitoring Period: This is the period that the data on this report represents.
Quantity of residuals treated by this facility during this reporting period: Enter the total quantity of residuals treated by the facility during the reporting period in dry tons
(1 ton = 2ooOlb).
Residuals class produced by this facility: Select AA, A, or B as appropriate.
Required frequency of analysis for this facility: Enter the frequency of analysis specified in the permit for this facility (i.e., "every 30 days', etc.).
Date of sample collection: Enter the date the sample was actually collected. Attach a copy of the laboratory analysis report. The laboratory must be certified in Florida. All sampling
and analysis shall be conducted pursuant to TiUe 40 Code of Federal Regulations, Section 503.8.
Laboratory Name: Enter the name of the laboratory that performed the analysis.
FL Lab certificate no.: Enter the'IEi6.oratOtVs ofnciar Flofrtili''CIttrftb8te number. ."' . 'f';" f 'j...-,
Table of analysis parameters and concentrations: Enter the concentrations from the laboratory analysis for the listed parameters in the indicated units. All units are in a dry weight
basis except for total solids and pH. The density of at least one of the two pathogen types must be entered for Class AA and Class A residuals. Fecal coliform density must be reported
for Class B residuals that utilize EPA's "Altemative 1" method for Class B pathogen reduction.
Plant staffing: Enter each operator's class of certification, their certificate number, and name as it appears on their certificate.
Certification: This report must be signed in accordance with Chapter 62-640, F.A.C. Type or print the name and tide of the signing olficial. Include the telephone number where the
official may be reached. Enter the date the report is signed.
Hauling Records Summary: Enter the applicable information to Indicate the sources and quantities of residuals received on a monthly basis.
DEP Form 62.640.210(2)(d), effeclive 12101/97
Page 3
Item # 4
, .,[
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Award a three-year contract to Polydyne, Inc., of Riceboro, GA in the sum of $540,000.00, for Polymer Services (RFP 12-08)and
authorize the appropriate officials to execute same. (consent)
SUMMARY:
Polymer is used at the City's biosolids handling facilities to process the sludge generated by the City's three Advanced
Wastewater Treatment Facilities. The polymer is a coagulant that "thickens" wastewater sludge increasing the percentage of solids in
the waste stream. Thickening the sludge significantly reduces the amount of money required to haul and dispose of the waste
material. The hauling and disposing duties are handled under the scope of a separate contract.
The City advertised the Request for Proposal (RFP 12-08) and required that the potential suppliers perform trial runs with their
proposed products in a rotary drum thickener and on a belt press at the Northeast Advanced Pollution Control Facility. The data
collected from the field trials were analyzed in our Consolidated Laboratory to maintain a consistent means of performance
evaluation. The qualifications of the product supplier, the results of the field tests, and the price of the deliverable product (polymer)
were evaluated as the basis for the staff ranking.
WPC solicited bids for a two-year contract with the option to accept a one-year extension. The costs associated with this item are
for the three year period, representing the fixed costs with no approved extensions at this time.
The City received three (3) responses to the Request for Proposal (RFP 12-08). The staff ranking based on conditions stated in the
RFP are: 1 - Polydyne, Inc., 2 - Fort Bend Services, Inc., and 3 - CIBA Specialty Chemicals Corporation. The submitted price for the
product and reduction in hauling costs due to the higher percentage solids obtained (as per trial results) combine to make Polydyne the
most cost effective provider.
Sufficient budget is available in the Water & Sewer Utility Fund operating cost center 0421-01351, WPC Operations, to fund $75,000
of the current year cost of this contract and is planned in the budget request to be brought forward for FY08/09 in the amount of
$180,000, FY 09/10 in the amount of $180,000 and $105,000 in FY 10/11.
Type: Operating Expenditure
Current Year Budget?: Yes Budget Adjustment: None
Budget Adjustment Comments:
Current Year Cost: 75,000.00 Annual Operating Cost:
Not to Exceed: 540,000.00 Total Cost: 540,000.00
For Fiscal Year: 2007 to 2008
Appropriation Code Amount Appropriation Comment
0421-01351-551000-535- $75,000.00 see summary section
000-0000
Cover Memo
Item # 5
Bid Required?: Yes Bid Number: RFP 12-08
Other Bid / Contract: Bid Exceptions: None
Review
Approval:
1) Office of Management and Budget 2) Legal 3) Clerk 4) Purchasing 5) Clerk 6) City Manager 7) Clerk 8) City
Manager 9) Clerk
Cover Memo
Item # 5
Attachment number 1
Page 1 of 19
CITY OF CLEARWATER, FLORIDA
REQUEST FOR PROPOSAL (RFP #12-08)
FOR
POLYMER SERVICES
OPEN April rt, 2008 AT 4:00 PM
TO BE DELIVERED
City of Clearwater Purchase Manager
Municipal Services Building
100 South Myrtle Avenue
3rd Floor
Clearwater, FL 33756
Item # 5
Attachment number 1
Page 2 of 19
TABLE OF CONTENTS
Section
Title
Page
PART A - GENERAL INFORMATION
1. INTENT... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... 4
2. CALENDAR OF EVENTS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... ... ... 4
3. AWARD... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ....... ... 4
4. VENDOR QUALIFICATIONS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 4
5. INSTRUCTIONS - INFORMATION TO BE SUBMITTED... ... ... ... ... ... ... ... 5
6. EVALUATION CRITERIA... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ............. 5
7. PERIOD OF CONTRACT... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ............. 5
8. PRICE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .............. 5
9. PAYMENT/INVOICES... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6
10.REFERENCES.............................................................................. 6
11. CONTRACT ASSIGNMENT... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... 6
12. PERFORMANCE BOND... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6
13. INSURANCE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6
14. FISCAL NON-FUNDING... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 7
15. INTERPRETATIONS/CLARIFICATIONS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 7
16. VISIT TO SITES... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... 7
17. SOURCE FACILITIES... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 7
18. EXTENSION... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 8
19. INDEMNIFICATION... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 8
20. CONTRACT COMMUNICATIONS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 8
PART B - SCOPE OF WORK AND PRODUCT SPECIFICATIONS
1. SCOPE & PURPOSE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... 9
2. PROPOSAL QUANTITY... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .............. 10
3. PROPOSAL FORM... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... ... ... ... ... ... ..... 10
4. USE OF PRODUCT OR OTHER SUPPLIERS... ... ... ... ... ... ... ... ... ... ... ..... 11
5. POLYMER TRIAL SPECIFICATIONS... ... ... ...... ... ... ... ... ... ... ... ... ... ... .... 11
6. COMPLIANCE WITH SPECIFICATIONS... ... ... ... ... ... ... ... ... ... ... ... ... ..... 12
7. GENERAL CONDITIONS... .... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... 13
8. PRODUCT SPECIFICATIONS... ... ... ... ... ... ... ... ... ... ... ... .... ... ... ... ... ... ... 13
9. MATERIAL... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 13
10. PRODUCT CONTAINERS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 15
11. DELIVERY... ... ... ... ... ... ... ... .... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... 15
12. CANCELLATION OF CONTRACT..... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 16
13. TECHNICAL SERVICE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... 17
14. PATENT INFRINGEMENT... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 17
PART C - SUPPLEMENTAL STANDARD CONDITIONS
1. APPROPRIATIONS CLAUSE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... 18
2. PROTEST PROCEDURES... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .............. 18
3. NO CORRECTIONS CLAUSE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... 18
4. OPENNESS OF PROCUREMENT CLAUSE... ... ... ... ... ... ... ... ... ... ... ... .... 18
Page 2 of 19 Item # 5
Attachment number 1
Page 3 of 19
5. NO COLLUSION CLAUSE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 18
6. INFORMALITY/REJECTION CLAUSE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 18
7. NON-DISCRIMINATION & EQUAL OPPORTUNITY... ... ... ... ... ... ... ... ... ... 19
8. CONFLICT OF INTEREST... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .............. 19
Page 3 of 19 Item # 5
Attachment number 1
Page 4 of 19
PART A - GENERAL INFORMATION
1. INTENT
It is the intent of this Request for Proposal to receive proposals from qualified firms to
provide polymer for sludge thickening and dewatering processes for three advanced
pollution control facilities. The City of Clearwater desires to establish the most cost
effective annual cost for these processes and has tasked Jones Edmunds & Associates of
Tampa, Florida to be the Consulting Engineers for the evaluation.
2. CALENDAR OF EVENTS
The tentative schedule associated with the circulation of the RFP and submission of
proposals is:
DATE
February 4, 2008
February 18,2008
April 1, 2008
April 3, 2008
April 17,2008
April 17,2008
April 17,2008
April 16, 2009
April 16, 2010
3. AWARD
TASK
Release Date - Advertise and issue RFP' s
Vendor Demonstrations Begin (refer to Part B - Section 5)
Sealed Proposals (RFP's) Due
Recommendation to City Council
City Council Approval - award of contract by Council
Contract initiation/ start date (if approved by Council)
Contractor Begins Work
Dewatering Polymer Contract Period Ends (without 12
month-extension)
Thickening Polymer Contract Period Ends (without 1 year-
Extension)
Proposals will be reviewed and evaluated by the City. The proposals will be evaluated on
cost, level of treatment, proposer qualifications, and the financial capability of the
proposer. The City shall not be bound to make an award based only on the lowest price.
The City reserves the right to award to multiple providers.
The City reserves the right to reject any or all proposals.
4. VENDOR QUALIFICATIONS
In addition to requirements specified in the following paragraphs, the bidder should
provide the following information as qualifications:
a. Number of years experience providing similar service.
Page 4 of 19 Item # 5
Attachment number 1
Page 5 of 19
b. At least three (3) Contact names and telephone numbers of entities
receiving similar servIces (municipal agreements will be viewed
favorably).
5. INSTRUCTIONS - INFORMATION TO BE SUBMITTED
Six (6) original proposals must be submitted and must include Bidder's Proposal Form as
described in Part B, section 3 (Attachment A), Insurance Certificate (Attachment B),
Bonding Certificate (Attachment C), and Reference List (Attachment D).
6. EVALUATION CRITERIA
Evaluation will be performed by the City. List below are the criteria to evaluate bids for
the City. These criteria will carry as much as weight as Low Bid so that the City, in
evaluating bids will be able to determine the "Lowest Complete and Satisfactory Bidder"
which will be in the best interest of the City. The criteria are as follow:
a. Conformance to Specification (5%)
b. Price (in Attachment A) (30%)
c. Financial Capability (5%)
d. Discount Offered (10%)
e. Freight Charges (5%)
f. Delivery Time (10%)
g. Warranty (10%)
h. Bidder qualifications (Item #4) (15%)
1. Vendor past performance (10%)
Evaluation will be performed on a weighted average basis to determine the award
recommendation.
7. PERIOD OF CONTRACT
The term of the contract awarded as result of this proposal shall be for twenty-four (24)
months for the polymer used for thickening, and twelve (12) months for the polymer
used for dewatering from the date of execution of the agreement with an option for a one-
year extension and six-months extension, respectively, at the discretion of the City.
8. PRICE
The price shall be firm for the contract period and the optional extension (see Article 18).
Prices proposed shall be inclusive of all labor, equipment, and material to accomplish the
specified service noted on the proposal form.
Page 5 of 19
Item # 5
Attachment number 1
Page 6 of 19
9. PAYMENT/INVOICES
The proposer must specify on the proposal submittal form their exact company name and
address. This name must be the same as invoices submitted for payment as a result of
award of this RFP. The successful proposer(s) will be responsible for immediately
notifying the City of Clearwater Purchasing Department of any Company name change
that would cause invoicing to change from that originally submitted.
10. REFERENCES
Reliability of service shall be part of the evaluation in determining the lowest responsible
proposal according to Item #3 of Part A: General Information. Proposers must provide a
reference list of entities for whom they have provided similar service. It is the intent of
the City of Clearwater to inspect all equipment and facilities used in performance of the
contract.
11. CONTRACT ASSIGNMENT
No portion or part of the work specified in the RFP or in the award of contract may be
assigned or subcontracted without the written approval of the City of Clearwater, City
Engineer and/or the Public Utilities Director.
12. PERFORMANCE BOND
The successful proposer must supply a performance bond in the amount of ten percent
(10%) of the total of the award prior to the City of Clearwater's executing the contract or
issuing a purchase order.
13. INSURANCE
The contractor or Vendor shall obtain or possess the following insurance coverage, and
shall provide Certificates of Insurance to the City to verify coverage prior to commencing
operations under the contract. The insurance coverage shall contain a provision that
forbids any changes or material alterations in the coverage without providing 30 days
prior notice to the City.
1. Workers Compensation: Each Contractor or Vendor shall provide
Workers Compensation coverage for all of its employees at the work
location. The limits shall be statutory for Workers Compensation and
$100,000.00 for Employers Liability.
2. Comprehensive General Liabilitv: Each Contractor or Vendor shall
provide coverage for all operations including but not limited to:
contractual services, completed operations, and Personal Injury. The
limits shall be not less than $1,000,000.00 Combined Single Limits (CSL)
Page 6 of 19 Item # 5
Attachment number 1
Page 7 of 19
or its equivalent. The City of Clearwater is to be added as an additional
insured.
3. Comprehensive Automobile Liabilitv: Each Contractor or Vendor shall
provide coverage for all owned and leased or rented vehicles for limits not
less than $500,000.00 Combined Single Limits (CSL) or its equivalent.
The City of Clearwater is to be added as an additional insured.
14. FISCAL NON-FUNDING
In the event sufficient budgeted funds are not available for a new fiscal period, the City
shall notify the contractor of such occurrence and the contract shall terminate on the last
day of the then current fiscal period without penalty or expense to the City.
15. INTERPRET A TIONS/CLARIFICA TIONS
No oral interpretations will be made to any firm as to the meaning of specifications or
any other contract documents. Every request for interpretation must be in writing and
shall be received by the City of Clearwater Purchasing Director no less than ten (10)
calendar days prior to the date set for the opening of proposals. Significant
interpretations or clarifications shall be made as an addendum to the RFP documents. All
addenda will be sent as promptly as practicable and become part of the contract
documents.
16. VISIT TO SITES
There will be a NON-MANDATORY scheduled "Pre-Proposal Conference" on
February 15, 2008, starting at 9:00 AM at the Marshall Street Advanced Pollution
Control Facility (APCF). The intent of this conference is to familiarize the contractor
with each of the facilities and review the intent of the RFP. It is highly recommended
that the proposing contractor utilize this opportunity to access the areas, since there will
be no guarantee that personnel will be available at other dates & times.
Contacts for the Consulting Engineers and physical location of the facilities are identified
in Section 17.
17. CONTACTS and SOURCE FACILITIES
Facility Locations:
City of Clearwater Northeast Advanced Pollution Control Facility
3290 State Road 580
Clearwater, Florida 34695
Page 7 of 19
Item # 5
Attachment number 1
Page 8 of 19
City of Clearwater Marshall Street Advanced Pollution Control Facility
1605 Harbor Drive
Clearwater, Florida 33755
City of Clearwater East Advanced Pollution Control Facility
3141 Gulf-to-Bay
Clearwater, FL 33759
18. EXTENSION
The length of this Contract shall be for twenty four (24) months and twelve (12) months
regarding the polymer used for thickening and dewatering, respectively. Contingent
upon satisfactory annual performance, there is an option to extend this contract for
an additional one year and six months for thickening and dewatering polymer,
respectively, at the same per unit prices. Upon written authorization of both parties
within 60 days of the expiration of this contract, either party may contact the other party.
19. INDEMNIFICATION
The first ten dollars ($10.00) of compensation received by the Contractor pursuant to this
contract represents specific consideration for the following indemnification: The
Contractor shall defend, indemnify, save, and hold the City of Clearwater harmless from
any and all claims, suits, judgments and liabilities for death, personal injury, bodily
injury, or property damage arising directly or indirectly from the performance of this
contract by the Contractor or it's employees, including legal fees, court costs, and any
and all other legal expenses brought on account of any injuries or damages received or
sustained by any person, persons, or property by or from the said Contractor; or by , or in
consequence of any neglect in safeguarding the work: or by, or on account of any act or
omission, neglect or misconduct of the said Contractor; or by, or on account of any
claims or amounts recovered under the "Workers Compensation Law" or of any other
laws, by-laws, ordinance, order or decree, except only such injury or damage as shall
have been occasioned by the sole negligence of the City of Clearwater.
20. CONTRACT COMMUNICATIONS
All operational communications relative to this contract after award and contract
execution shall be provided to the Contractor's operational manager via telephone and/or
fax, and duplicated in writing (if not conveyed by facsimile) to the Contractor's
operational manager. The Contractor is to provide a contract administrator for the
purpose of cooperation and coordination of activities regarding operations, conflicts,
resolutions, etc.
Page 8 of 19
Item # 5
Attachment number 1
Page 9 of 19
PART B - SPECIFICATIONS AND SCOPE OF WORK
1. SCOPE AND PURPOSE
a) The purpose of this RFP is to establish the most cost effective annual cost
for the City of Clearwater's sludge thickening and dewatering processes.
The purpose of this RFP also includes, establishing a firm price, source
and delivery of polymer for sludge thickening and dewatering processes at
the Northeast Advanced Wastewater Facility, at 3290 State Road 580,
Safety Harbor Florida, the Marshall Street Advanced Wastewater Facility,
at 1605 Harbor Drive, Clearwater Florida, and the East Advanced
Wastewater Facility, at 3141 Gulf to Bay Blvd, Clearwater Florida.
b) The dewatering processes will use belt presses and thickening processes
will use rotary drum thickeners. The East, Marshall Street and Northeast
Facilities have rotary drum thickeners. The Marshall Street and Northeast
Facilities have belt presses.
c) Polymers covers by this specification shall be of emulsion forms. Vendor
shall be a maj or manufacturer of polymers or a representative designated
by the polymer manufacturer. No duplicate representation of polymer
manufacturer or product will be allowed.
d) Material(s) covered by this RFP shall comply with all Federal
Occupational Safety and Health Acts, and Florida Occupational Safety and
Health requirements, where applicable and in effect at time of delivery.
e) The procedure for polymer selection shall comply with "Guidance Manual
for Polymer/Chemical Selection in Wastewater Treatment Plant, WEF,
1993" .
f) Only polymers, which are successfully being used at three or more
Municipal Wastewater Treatment Facilities for aid in sludge thickening
and dewatering, will be considered. Polymer products judged by the City
to be detrimental to unit processes, equipment, worker's safety, or
environmental will be rejected. Polymer products judged by the City to
have offensive or irritating odors will be rejected.
g) The type of polymer used at the facility shall be compatible with existing
equipment and unit processes. Polymer vendors shall supply polymer
equipment as required to each facility to make their polymer product
usable. All costs must be included in the bid price of polymer delivered.
h) Once the vendor has determined which product or products that will be
used, the vendor will supply the polymer for testing at no cost to the City.
Page 9 of 19 Item # 5
Attachment number 1
Page 10 of 19
i) The polymer used for thickening will have a contract for two (2) years and
the polymer used for dewatering will have a contract for twelve (12)
months. The polymer is to be purchased in accordance with the attached
specifications, by the City of Clearwater Purchasing Department.
2. PROPOSAL QUANTITY
For bidding purposes, vendors can use the estimated yearly polymer usage of one
hundred twenty, three hundred gallon totes for emulsion type polymer. However, no
guarantee is made to the successful bidder as to the total amount of polymer to be
purchased per year or over the life of the contract. The City reserves the right to increase
or decrease quantities without penalty. The City will not be required to purchase any
minimum amount during the term of this contract, nor will the City be limited to any
maximum amount during the term of this contract. Any quantities remaining undelivered
may be automatically cancelled at expiration of contract or purchase order.
3. PROPOSAL FORM
a) The RFP form will contain a qualified emulsion type product, listed by
manufacture's name, the name of the exact product to be supplied, and
contact person. Each bidder will provide a price per pound of their
product. The RFP will also include the belt press discharge percent total
solids, filtrate (MLSS mg/l), and the polymer cost per dry ton. The RFP
will also include the rotary drum thickener discharge percent total solids,
rotary drum thickener supernatant (MLSS mg/l), and the rotary drum
thickener polymer cost per dry ton.
b) The price per pound shall include freight cost from source of supply to
destination, as well as any special handling cost or equipment necessary to
utilize product.
The City reserves the right to award the contract based on the
determination of what is best for the City.
The contract award for the belt press operation will be decided based on
either of the following two methods. The lowest cost based on cost per dry
ton of solids handling or if the polymer gives the City a reduction in
sludge hauling costs, due to a higher percent solids, that results in a greater
savings than the higher cost of the polymer. The quotes shall remain firm
for the duration of the contract.
Page 10 of 19
Item # 5
Attachment number 1
Page 11 of 19
The rotary drum thickener award will be based on cost per dry ton. All
quotes shall remain firm for two (2) years from the date of contract
execution.
4. USE OF PRODUCT OR OTHER SUPPLIERS
The City of Clearwater reserves the right to purchase sufficient quantities of polymer
products from other suppliers, during the term of the contract, for testing and evaluations.
5. POLYMER TRIAL SPECIFICATIONS
a) The Vendor shall, within five (5) days after bid submission, schedule a
trial program. The trail program shall consist of, at a minimum, the
following procedures and requirements:
i) Laboratory analyses shall be performed on the submitted
product(s). Laboratory analysis shall include:
(1) Description of Jar Test
(2) Results of Jar Test
(3) Results of settle-ability test based on concentration of
polymer
(4) Characteristics of filtrate and TSS concentration
(5) Apparent density
(6) pH
ii) All tests and results reported are to conform to procedures and
forms per listed WEF polymer manual. Include with the
laboratory analysis, general product information, product MSDS,
and list of facilities with contacts where the product is presently in
use.
iii) A detailed report of all laboratory analysis shall be submitted to the
City 48 hours prior to the scheduled field testing date.
b) Based on the results of all laboratory analysis, vendors shall schedule a
two-day field trail demonstrations of their designated products at the
Marshall Street APCF within the following guidelines:
i)
Each Vendor is allowed two days for the field trail demonstration.
ii)
A maximum of two products can be tested during the trail
demonstration.
iii)
The field demonstration is from 7:00 am to 2:00 pm. Vendor must
be set up by 7:00 am of the scheduled testing date. The testing
Page 11 of 19
Item # 5
Attachment number 1
Page 12 of 19
date will be tentatively agreed to at the pre-proposal site visit (refer
to Part A - Section 16).
iv) Vendor shall furnish, at no cost to the City, adequate polymers and
technical personnel to conduct the field trail demonstration and for
two additional days should the City decide to retest the product.
v) Vendor is responsible to coordinate all aspects of the field trail
demonstration. Failure to do so shall forfeit the results of the field
trail demonstration. Vendor shall also be responsible for ensuring
test polymer is available at the Marshall Street APCF on the testing
date.
vi) The existing polymer feed system, belt filter press and rotary drum
thickener shall be operated by the plant staff. Vendor shall provide
technical assistance.
vii) The vendor shall provide all the necessary temporary connection to
the existing polymer feed system and remove it after testing is
complete including flushing of all the piping and tubing to remove
any residual polymer that may remain.
viii) The vendor shall be responsible to perform all the necessary testing
to confirm the performance at no cost to the City. All the testing
shall be performed by a certified laboratory.
ix) Upon completion of the trail demonstration, vendor shall provide a
report of the trail stating the results, anticipated cost per dry ton
treated to required levels, and benefits of the use of the product.
x) Upon satisfactory demonstrations oflaboratory and field trail
demonstration, the City reserves the right to purchase adequate
polymer to conducts an additional evaluation run may be with or
without the presence of the technical personnel of the vendor.
xi) Excess polymer from the field demonstration shall be removed by
the vendor.
c) NO.1 Belt Press feed will be 60 gpm
d) NO.1 rotary thickener feed will be set at 40 gpm.
e) Belt Press Qualification Specifications
17 % Solids minimum
Filtrate: < 600 mg/l
Page 12 of 19 Item # 5
Attachment number 1
Page 13 of 19
f) Rotary Drum Thickener Specifications
4 % solids minimum
Supernatant < 1000 mg/l
6. COMPLIANCE WITH SPECIFICATIONS
Quote only in strict compliance with these specifications. Questions addressing the
specifications and/or terms and conditions, contact Tom Neitzel, Public Utilities Dept.
Water Pollution Control Div. (727) 462-6660 ext 225.
7. GENERAL CONDITIONS
a) Signature on the RFP cover sheet verifies that the quote is acquainted with
the general conditions of the contract and will comply with all
specifications, terms and conditions contained in the bid invitation.
b) The City of Clearwater reserves the right to waive any informality in, or
rej ect any or all quotes, and to withhold the awarding of a contract for a
period of not more than sixty (60) days, after the date of the bid opening.
8. PRODUCT SPECIFICATIONS
Under the contract resulting from this bid invitation, supplier shall furnish and deliver an
emulsion type polymer product, for the use as sludge flocculent, for the thickening
processes for a period of twenty-four (24) months and an emulsion type polymer product
for the dewatering process for a period of twelve (12) months..
9. PRODUCT MATERIAL
a) The material to be furnished will be evaluated by the Consulting Engineer.
By submission of this proposal, bidder guarantees that the product offered
will meet the following specifications, when in ordinary use, by the City
of Clearwater, Water Pollution Control Division.
i)
ii)
iii)
iv)
Page 13 of 19
Viscosity - Product must be compatible with existinsz polymer
system.
Temperature - Product's effectiveness shall not be altered
sisznificantly. due to temperature. Supplier will provide
recommendations for handlinsz product.
pH - Product must not cause adverse affects when dewaterinsz
sludsze.
Shelf life - Product must maintain 90% of its effectiveness for a
period of six (6) months after delivery. Physical and chemical
characteristics of the product shall not chansze durinsz this period
If the product solids has tendency to settle or separate. vendor
must supply necessary equipment to maintain solids in suspension.
A tote bin mixer will be required
Item # 5
Attachment number 1
Page 14 of 19
b) Products and components of product shall meet the requirements for non-
hazardous materials, according to the guidelines of the Hazardous Waste
Act, (effective 11/19/80).
c) Product must not cause an adverse affect, in any way, in the polymer
system, the dewatering system, or the receiving streams, or that would
require additional treatment before discharge.
d) It shall be the vendor's responsibility to perform all tests and inspections
required by this specification unless otherwise stated in the purchase
order, data sheet, and/or contract. The vendor may use in the process their
own facility or any recognized independent laboratory acceptable to the
City. The City reserves the right to perform any of the test and inspection
requirements where such tests and inspections are needed to further
determine compliance with this specification.
e) It shall be the vendor's responsibility to submit, in lieu of the certification,
a Compliance Certificate.
f) It shall be the vendor's responsibility to submit a random sample testing in
accordance with this specification. Material furnished shall be identical to
the sample submitted for performance test and shall comply with the
requirements set forth herein. If the material does not comply with the
requirements of this specification, or is not identical to the original sample
submitted, the vendor shall be required to replace all such material at their
own expense. This includes all handling charges, and transportation, with
the material that does not so comply.
g) It shall be the vendor's responsibility to deliver samples to the respective
facilities in a manner that allows for verification of delivery and time of
delivery. The City reserves the right to reject any bidder that fails to meet
this requirement.
h) The polymer delivered must demonstrate the same performance
characteristics for the product as was used for the bid purposes during the
entire contract period. Failing to meet same performance characteristics
could result in termination of the contract and/or the contractor being
held liable for payment of additional disposal costs incurred by the
City.
i) A system of test and inspection shall be used to insure receipt of the
quality and quantity of items supplied. Goods will be promptly unpacked
and inspected, any discrepancies from purchase order or supplier invoice
will be reported immediately to the Wastewater Superintendent.
Page 14 of 19 Item # 5
Attachment number 1
Page 15 of 19
j) The City may require the vendor to make their plant and facilities
available for inspection or may require additional information concerning
the vendor's ability to comply with the requirements of this specification
or its ability to perform in accordance with delivery requirements and
within budget. In addition to the above, vendor may be required to
produce shop orders and backlog orders documentation. Failure to
comply with this requirement may cause rejection of the bid package.
10. PRODUCT CONTAINERS
a) Product will be delivered in returnable tote bins (300 gallons) for emulsion
type polymer, with return being coordinated or established by vendor, and
at vendors' cost.
b) Defective containers that are leaking or preventing normal use will be
returned at vendors' cost.
c) Containers must be of sufficient sturdy construction to be capable of being
moved on plant grounds by a forklift without damage.
d) Containers for emulsion type polymer must have provision for insertion of
a product mixer.
e) Emulsion type polymer containers must have a standard u.s. 2 inch pipe
quick- connect capability for hook-up to City's polymer feed equipment,
or must include at no cost, adapters to achieve quick connect capability.
f) Vendors will be responsible for timely removal of empty containers at no
cost to the City.
g) Polymer offered in bid must be certified as commercially available in
production quantities.
h) No manic polymers will be accepted.
11. DELIVERY
a) The polymer shall be delivered to the respective plant, between the hours
of 0730 and 1600, Monday through Friday, unless otherwise arranged by
the treatment plant. The City will not be responsible for any charges, if
delivery is made at other than above specified times, unless previously
scheduled by the treatment plant.
b) Packing shall be accomplished in accordance with acceptable commercial
practices for domestic shipments, unless otherwise stated in the contract or
Page 15 of 19 Item # 5
Attachment number 1
Page 16 of 19
purchase order. The vendor shall make shipments using the minimum
number of containers consistent with the requirements of safe transit,
available mode of transportation and routing. It shall be the vendor's
responsibility to determine that packing is adequate to assure that all
materials shall arrive at destination in an undamaged condition ready for
use.
c) All packages shall be identified with the City purchase order number and
user. Sealed packing lists must be affixed to all cartons showing its
content.
d) The polymer must be delivered within four (4) working days after
placement of order. For expedient reception of delivery, the plant should
be given a twenty-four (24) hour notification of anticipated delivery time.
e) The vendor will be responsible for removal of empty tote bins within four
(4) working days of requested pickup.
f) The City reserves the right to enforce a late Delivery Penalty to a
delinquent vendor in amount of one percent (1 %) for each day of delay to
a maximum of five percent (5%) of the total purchase order or contract
amount beginning after a five (5) day grace period from the expired
delivery date.
g) Each delivery MUST have a certificate of analysis that clearly states the
physical and chemical properties of the polymer to ensure the product
delivered is of the same quality as the one field tested and must meet
Product Specifications.
h) If any shipment of polymer is proven to be below the quality required by
the Product Specifications, the City reserves the right to reject that
shipment. The rejected material shall be removed at the vendor's expense.
The vendor shall then replace the rejected material with satisfactory
material or credit the City, with the full delivered price of the rejected
material.
i) It shall be the vendor's responsibility to submit, at time of shipment, the
original manufacturer's warranty of the material(s) shipped.
12. CANCELLATION OF CONTRACT
a) The City may cancel the contract in whole or in part, given sixty (60) days
prior written notice.
b) Should the polymer for any reason prove unsatisfactory for the purpose
intended, or should the polymer not perform in accordance with values
Page 16 of 19 Item # 5
Attachment number 1
Page 17 of 19
established during polymer trials, or should there be a decline in
effectiveness the City reserves the right to cancel the contract with thirty
(30) days written notice and/or to require the supplier to compensate for
the additional cost of sludge disposal cost incur by the City.
c) If the vendor is in consistent violation of the Service or Material
Specifications required, the contract may be canceled with thirty (30) days
written notice.
13. TECHNICAL SERVICE
In case of emergency, regarding the polymer product, the vendor will be required to
provide technical assistance within twenty-four (24) hours of notification of such need.
To insure that this can be met, it is further specified that the vendor have a qualified
technical service representative residing in the state of Florida, throughout the contract
period, or otherwise guarantee in writing, the 24-hour on-site assistance.
14. PATENT INFRINGEMENT
The vendor shall indemnify, save harmless, and defend the Public Utilities Department
and the City of Clearwater from, and against, any and all suits, actions, legal proceedings,
claims, demands, costs, expenses, and attorney's fees incident to any infringement, or to
any claimed infringement, of material furnished under this contract, or in any way
connected therewith, or with the use thereof, by the Public Utilities Department, of the
City of Clearwater, Florida.
Page 17 of 19
Item # 5
Attachment number 1
Page 18 of 19
PART C - SUPPLEMENTAL GENERAL CONDITIONS
1. APPROPRIATION CLAUSE
The City, as an entity of government, is subject to the appropriation of funds by its
legislative body in the amount sufficient to allow continuation of its performance in
accordance with the terms and conditions of this contract for each and every fiscal year
following the fiscal year in which this contract shall remain in effect. Upon notice that
sufficient funds are not available in the subsequent fiscal years, the City shall therefore be
released of all terms and other conditions.
2. PROTEST PROCEDURES - RIGHT TO PROTEST
Any actual or prospective bidder who is aggrieved in connection with the solicitation or
award of a contract may seek resolution of their complaints by contacting the Purchasing
Manager.
3. NO CORRECTIONS CLAUSE
Once a competitive proposal is submitted, the City shall not accept any request by any
proposer to correct errors or omissions in any calculations or competitive price submitted.
4. OPENNESS OF PROCUREMENT CLAUSE
Written competitive proposals, other submissions, correspondence, and all records made
thereof, as well as negotiations conducted pursuant to this RFP, shall be handled in
compliance with Chapters 119 and 286, Florida Statutes. The City gives no assurance as
to the confidentiality of any portion of any proposal submitted.
5. NO COLLUSION CLAUSE
By offering a submission of an RFP, the proposer certifies that they have not divulged to,
discussed or compared his/her competitive proposal with any other proposers and has not
colluded with any other proposers or party whatsoever.
6. INFORMALITY/REJECTION CLAUSE
The City reserves the right to reject any or all responses and to wave any irregularity,
variance or informality whether technical or substantial in nature, in keeping with the best
interests of the City.
Page 18 of 19
Item # 5
Attachment number 1
Page 19 of 19
7. NON-DISCRIMINATION & EQUAL OPPORTUNITY
It is the desire of the City of Clearwater to provide Minority/Women-Owned, Small and
Emerging Business Enterprises, and all other business enterprises an equal opportunity to
participate in the performance of all contracts, subcontracts, and other City of Clearwater
business activities. The City of Clearwater is an equal opportunity employer.
8. CONFLICT OF INTEREST
Proposers warrant and covenant that no official or employee of the City of Clearwater,
nor any business entity in which an official of the City of Clearwater has an interest, has
been employed or retained to solicit or aid in the procuring of the resulting contract, nor
that any such person will be employed in the performance of such contract without
immediate divulgence of such fact to the City of Clearwater. Proposers will notify the
City of Clearwater of any potential conflict of interest regarding other work or third party
contracts.
Page 19 of 19
Item # 5
Polymer Field Trial Results
JONfS~
~fDMUNDS
Thickener
FBS Polydyne Ciba
Polymer Brand C1282 SE1197 Ztag 8846FS
Percent active % 46 40 40
Feed Solids % 0.82 0.92 0.98
ppm 8,200 9,200 9,800
Thickened Solids % 7.27 8.07 7.73
Filtrate Solids % 0.09 0.0197 0.09
Feed Flow gpm 50 50 50
Operation time hrs 4 4 4
Total Flow gal 12,000 12,000 12,000
MGD 0.0120 0.0120 0.0120
Total Solids Ibs 821 921 981
dt 0.41 0.46 0.49
wt 5.64 5.70 6.34
Polymer Used Ibs 10.00 12.60 17.00
Ib/dt 24.37 27.37 34.67
Polymer Unit Cost $lIb 1.13 0.98 1.04
If' Ilffi :, :,
Belt Press
FBS Polydyne Ciba
Polymer Brand C684 SE1197 Ztag 8846FS
Percent active % 46 40 40
Feed Solids % 1.80 1.92 1.79
ppm 18,000 19,200 17,900
Cake solids % 20.00 21.02 16.56
Filtrate solids % 0.12 0.09 0.15
Feed Flow gpm 40 40 40
Operation time hrs 4 4 4
Total Flow gal 9,600 9,600 9,600
MGD 0.0096 0.0096 0.0096
Total Solids Ibs 1 ,441 1,537 1 ,433
dt 0.72 0.77 0.72
Polymer Used Ibs 34.00 47.40 31.50
Ib/dt 47.18 61.67 43.96
Polymer Unit Cost $lIb 1.11 0.98 1.04
Polymer Cost/dry ton $/dt 52 60 46
Cost of Sludqe Based on Current Sludqe Production
Current Solid Production dt/y r 1,073 1,073 1,073
Annual Polymer cost $/yr 56,197 64,846 49,054
Sludge disposal cost $/wt 38.8 38.8 38.8
Sludge disposal wtIyr 5,365 5,105 6,479
Cost for disposal $/yr 208,157 198,057 251,398
IT: II ,<< :....
Attachment number 2
Page 1 of 3
Item # 5
Bid Checklist
JONES"" ~
"- ---EDMUNDS
Item Criteria FBS Ciba Polydyne
1 Conformance to Specs
Six proposals submitted Y Y Y
company name/address on submittal Y Y Y
Bidder Proposal Form Y Y Y
Insurance Certificate Y Y Y
Bonding Certificate N N Y
Emulsion type Y Y Y
Product data sheet N Y Y
belt press field data meets spec Y N Y
thickener field data meets spec Y Y Y
delivered in 300 gal tote bins w/mixer hole NS Y Y
2 Price per pound is given Y Y Y
3 Financial Capability NS N Y
4 Discount Offered N N N
5 Freight Charges included in price Y Y Y
6 Delivery Time within 4 days NS Y NS
7 Warranty NS NS NS
8 Bidder Qualifications
15+ of yrs experience Y Y Y
3 contacts of similar service Y Y Y
Reference list Y Y Y
9 Vendor Past Performance Good Good Good
NS: NOT SPECIFIED
Attachment number 2
Page 2 of 3
Item # 5
Attachment number 2
Page 3 of 3
JONfS~
'- ""'EDMUNDS
Bid Evaluation
Item Criteria Weight % Fort Bend Services Ciba Polydyne
1 Conformance to Specification 5 1 3 4
2 Price 30 28 15 30
3 Financial Capability 5 0 3 5
4 Discount Offered 10 0 0 0
5 Freight Charges included in price 5 5 5 5
6 Delivery Time 10 10 10 10
7 Warranty 10 5 5 5
8 Bidder Qualifications 15 15 15 15
9 Vendor Past Performance 10 10 10 10
Total 100 74 66 fflf
Item # 5
Attachment number 3
Page 1 of 3
Agreement for Purchase and Delivery of
Polymer for use in the Treatment of Domestic Wastewater
(Polymer Services - Annual Contract)
This agreement entered in this day of , 2008,
between the City of Clearwater, P.O. Box 4748, Clearwater, Florida 33758-4748 ("City")
and Polydyne, Inc., P.O. Box 279, Riceboro, Georgia 31323 ("Supplier"), is for the
purchase and delivery of bulk chemical polymer for use in the treatment of domestic
wastewater activated sludge.
Whereas, Supplier accepts full responsibility and liability for providing and
delivering chemical polymer products as described in the specifications set forth in RFP
#12-08 to the City treatment facilities, in accordance with all Local, State and Federal
laws and regulations; and
Whereas, City owns and operates three domestic wastewater treatment facilities
currently under review for permit renewal, and has the need to receive and utilize
polymer for the increase of sludge percent solids generated at those facilities; and
Whereas, City has selected Polydyne, Inc. to provide and deliver the polymer to
be utilized at the City's facilities; and
Whereas, this agreement incorporates all terms and conditions in Request For
Proposal #12-08 for Polymer Services and Suppliers response to said proposal.
Now therefore, for and in consideration of the actual terms and covenants set forth
in the City of Clearwater Request For Proposal #12-08 and Supplier's response thereto
the parties agree as follows:
1. City hereby covenants and agrees:
A. To provide access to the facilities and provide data in a timely manner
regarding the efficiencies of the product in use.
B. To pay according to the amounts and payment schedule submitted by the
Hauler in accordance with those conditions set forth in RFP #12-08
including supply and delivery of ordered quantities of product polymer.
2. Supplier covenants and agrees:
A. To accept full responsibility for the supply and delivery of the product to
the point of unloading at the treatment facilities and to provide a
performance bond as specified in RFP #12-08. Delivery of product from
Item # 5
Attachment number 3
Page 2 of 3
the time of order by City Staff should be made consistently within seven
(7) calendar days and under no circumstances exceed fourteen (14)
calendar days.
B. To submit invoices in a timely manner with all of the information required
in RFP #12-08.
C. To comply with all the specifications as outlined that have not been
included in this document. Any interpretation of the parties'
responsibilities shall be controlled by the terms ofRFP #12-08.
3. The term of this agreement shall be for twenty-four (24) months from the date of
this agreement. City may terminate this agreement for any reason with sixty (60) days
written notice. If the Supplier consistently fails to meet the criteria set forth in the
specifications included in RFP #12-08, the City may terminate this agreement with only
thirty (30) days written notice to Supplier. Should the polymer for any reason prove
unsatisfactory for the purpose intended, or should the polymer not perform in accordance
with values established during polymer trials, or should there be a decline in effectiveness
the City reserves the right to cancel the contract with thirty (30) days written notice
and/or to require the supplier to compensate for the additional cost of sludge disposal cost
incur by the City.
4. Supplier shall indemnify and hold harmless from and against all loss, cost,
expense, and liability whatsoever, including attorney's fees resulting from Hauler's
activities. Supplier's duty to indemnify shall include indemnification from and against
any fine, penalty, liability or cost arising out of Supplier's violation of any law, ordinance
or government regulation applicable to Supplier's activities.
5. Nothing stated in this agreement shall supercede or take precedence over the
responsibility of each party to operate and maintain their individual and collective
facilities in compliance with the obligations set forth in their individual operating permits
and in the applicable rules of the United States Environmental Protection Agency and the
State of Florida, Department of Environmental Protection.
6. The validity, construction, and performance of this Agreement shall be governed
by the laws of the State of Florida.
Item # 5
Attachment number 3
Page 3 of 3
Countersigned:
CITY OF CLEARWATER, FLORIDA
Frank Hibbard
Mayor -Councilmember
By:
William B. Horne II
City Manager
Approved as to form:
Attest:
Leslie K. Dougall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
POLYDYNE, INC.
By:
Item # 5
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Reappoint Wallace Smith in the Resident category and Joyce Gibbs in the Agency or Government Representative category; appoint
Arthonia Godwin in the Business Owner or Representative category to the Brownfields Advisory Board with terms expiring on May 31,
2012. (consent)
SUMMARY:
APPOINTMENT WORKSHEET
BOARD: Brownfields Advisory Board
TERM: 4 years
APPOINTED BY: City Council
FINANCIAL DISCLOSURE: Not Required
RESIDENCY REQUIREMENT: **
MEMBERS: 9
CHAIRPERSON: Joyce Gibbs
MEETING DATE: As Called
PLACE: Determined when called
APPTS. NEEDED: 3
STAFF LIAISON: Diane Hufford
SPECIAL QUALIFICATIONS: ** Three members will be Clearwater residents who live within or adjacent to the Brownfields Area;
Three members will be owners or representatives of businesses operating in the Brownfields area and need not be residents of
Clearwater; Three members will be representatives of federal or state agencies or local governments involved with the Brownfields
remediation process within Pinellas County and need not be Clearwater residents
THE FOLLOWING ADVISORY BOARD MEMBER(S) HAVE TERMS WHICH EXPIRE AND NOW REQUIRE EITHER
REAPPOINTMENT FOR A NEW TERM OR REPLACEMENT BY A NEW APPOINTEE.
1. Wallace Smith - 1375 Tioga Ave., 33755 - Original Appointment 05/06/04 - Resident
Interested in Reappointment: Yes (1st term expires 05/31/08)
2. Chris Rattray - 2974 Countrywoods Ln., Palm Harbor, FL 34683 - Original Appointment 05/06/04 - Business Owner or
Representati ve
Office: 213 S. Myrtle Ave., 33756
Cover Memo
Interested in Reappointment: No (1st term expires 05/31/08)
Item # 6
3. Joyce Gibbs - 1343 Whispering Pines Dr., 33764 - Original Appointment 06/17/04 - Agency or Government Representative
Office: 509 East Avenue S., 33756
Interested in Reappointment: Yes (1st term expires 05/31/08)
THE FOLLOWING NAMES ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCIES:
1. Wallace Smith - 1375 Tioga Ave., 33755 - Utility Supervisor
(Wishes to be reappointed)
Resident
2. Arthonia Godwin - 1895 McCauley Rd., 33765 - Interior Decorator
Business Owner or Representative
3. Joyce Gibbs - 1343 Whispering Pines Dr., 33764 - Environmental Science
Office: 509 East Avenue S., 33756
(Wishes to be reappointed)
Agency or Government Representative
Zip codes of current members:
4 at 33755
2 at 33756
1 at 33761
1 at 33764
1 at 33782
Review Approval: 1) Clerk
Cover Memo
Item # 6
RECEIMEQnt number 1
Page 1 of 1
MAR 08 2004
OFFICIAL RECORDS AND
CITY OF CLEARWATER - APPLICATION FOR ADVISORV:~'~~'t)SRVCS DEPT
(must be Clearwater resident)
Name:
Wallace Smith
Home Address:
1375 Tioqa Avenue
Office Address:
N/A
Clearwater ZiD 33755 ZiD
Telephone: (727) 446-0792 Telephone:
How long a resident of Clearwater? February 1964 (40 Years)
Occupation: utility Supervisor Employer: Pinellas County (utili ties)
Field of Education: Other Work Experience:
General Education
If retired, former occupation:
Community Activities: Church
Life Membership NAACP
Yes (Retired) January 1997
(New Zion Missionary Baptist)
- Member CMA of North Greenwood
Other Interests:
Exalted Ruler (Elk) I_B_P.O. of w.
Board Service (current and past):
CMA - Chaplain
Board Preference:
Brownfield Advisory Board
As A Resident
Additional Comments:
Signed:uJ ~ ~
Date: ~ ~ - ~ ~ ~ 6 If-
f
See attached list for boards that require Financial Disclosure at time of appointment.
Please return this application & board questionnaire for each board listed to:
City Clerk's Department, P. O. Box 4748, Clearwater, FL 33758-4748 or drop off at City Hall, 2nd
Floor, 112 S. Osceola Avenue
Item # 6
Attachment number 1
Page 1 of 1
BOARD QUESTIONNAIRE
1. What is your understanding of the board's duties and responsibilities?
I will be a representative for the community on issues
pertaining to Brownfields. Any issues of the community
will be presented to the board at meetings.
2. Have you ever observed a board meeting either in person or on C-View the City's
TV station? '
No. I have observed Pinellas County Board and City
Commissioners both in person and on TV.
3. What background and/or qualifications do you have that you feel would qualify you to
serve on this Board?
Early in life, I worked in the public sector on Southern
Airway's base in Georgia as a waiter/bartender/cook;
there I broaden my experience. I enriched my qualification
through the qovernment of Pinellas County over a period of
4 3~~ vears startinq a~ ,a Maintenance II and worked my way to
. Y1l0 you want to serve on thIs Board? utili ty Supervisor.
with my varied experiences, I feel I would be a valuable
asset to the decisions necessary for the people of this area.
Name: LJ~~
Board Name: Brownfield Advisory Board
Item # 6
Attachment number 2
Page 1 of 1
~7 i' r: j,'t it:: $"\
" r:QVC'~l_
CITY OF CLEARWATER MAR 24 2008
CLEARWATER BROWNFIELDS ADVISORY BOARD Of:PICIAL ~ecORDS ANJ)J
" LEGlSIATrVf$R.VCS DEn-
Name:---'1-vihDr)( a C:,odWI vl
Home Address: I Office Address: I
l~qtS ILf1~Qu eLf R.d q/1 JJ. M r~+-e M~
7SJearlAxXff" fl Zip ::j?;7&5 c}eancafe(,' 'F} Zip 3:j166
Telephone:-.:I'll ~ -,qq. ~D64 Telephone: (2q~ L/4q - 29'74
How long a resident of Clearwater? 4 B ~earS
Occupation: .1)\ 'lerl~r Oecomtor . Employer: ~}f- €Vh~ed
Field of Education: Other Work Experience:
H\qh ~ChOD \ j='DDd '5'eru",c e I CtntrGt tor
I' F ft.ST f7t
Additio~comments:,.(ll .
Signed~~ ~-- .~
Category Applying For:
( ) Agency involved in Brownfields redevelopment
( ) Business Owner ( must own a business within the Designated brownfield Area)
( ) Resident (must be a resident within or adjacent to the Designated Brownfield Area)
Date:
/V~a, (~ JCj. ~oof)
.
Please return this appiication and board questionnaire to the Official Records & Legislative Services
Department, P.O. Box 4748, Clearwater, FL 33758-4748, or drop off your application at City Hall,
2nd Floor, 112 S. Osceola Avenue.
Item # 6
Attachment number 2
Page 1 of 1
BOARD QUESTIONNAIRE
1. What is your understanding of the board's duties and responsibilities?
elf< cueos ,-n fAe. d l~ \:l~ t
U>Q 1. f<-t
2. Have you ever observed a board meeting either in person or on C-View, the City's
TV station?
~e7 ( btJth .
,
3. What background and/or qualifications do you have that you feel would qualify you
to serve on this Board?
low{le..cn ~'5;JeVl} -OJ Q.~Q Q.;\l.d OlOttR. a"d 9~tV,. '0 bl~~
l~ ~e d\"S{;:te..f-: ~Y) Oc~ ,tU) v) to the '&?""oJces
~hol>O ..enJQ~ to if,e d,~ QlA.9 M'-l (10.1 t nv~5
4~t~.+ 10 do rY1o~ fur *'~ dL<s~(~J-
4. Why do you want to serve on this Board?
~ ; (\kt.e'S r in cleC!:?\v,^ MCQitj~
Q.,kd d ell e) b ~M> J-;
-
IYJ
Ifre (row th
Name~~~
Board Name: -:(3([>wn.ft,e~? jtdu/;orJ ~It-d
Item # 6
Attachment number 3
Page 1 of 1
RECEIVED
CITY OF CLEARWATER MAY 13 2004
CLEARWATER BROWNFIELDS ADVISORY BOARD
OFFICIAL RECORDS AND
LEGISLATIVE SRVCS DEPT
Name: JovceGibbs
Home Address:
1343 Whisperinq Pines Drive
Clearwater
Office Address:
14010 Roosevelt Blvd., Suite 704
Zip 33764
Clearwater
Telephone: 727/464-7319
Zip 33762
Telephone: 727/536-5347
How long a resident of Clearwater? 17 years
Occupation: environmental science
Field of Education:
B.A. Natural Science
M.A. Public Administration
If retired, former occupation: NA
Community Activities: former Pinellas County Schools volunteer, activities included mentorinq and
School Advisorv Committee chair
Employer: Pinellas County BCC
Other Work Experience:
Other Interests: libraries, freshwater sprinqs, community health
Board Service (current and past):
none
Board Preference:
Brownfields
Additional Comments:
Signed: c=:rj'"^-- ~ J0
Category Applying For:
( X ) Agency involved in Brownfields redevelopment
( ) Business Owner ( must own a business within the Designated brownfield Area)
( ) Resident (must be a resident within or adjacent to the Designated Brownfield Area)
Date:
s- II;).. /0 Ll
I f
Financial Disclosure may be required at the time of appointment.
PLEASE RETURN THIS FORM TO: City Clerk's Department,
P. O. Box 4748, Clearwater, FL 33758-4748
Printed on recycled paper
Item # 6
Attachment number 3
Page 1 of 1
BOARD QUESTIONNAIRE
1. What is your understanding of the board's duties and responsibilities?
It is my understandina that the City Brownfields Advisory Board's purpose is to provide
community input to the Commission on local Brownfield proiects.
2. Have you ever observed a board meeting either in person or on C-View, the City's
TV station?
Yes
3, What background and/or qualifications do you have that you feel would qualify you
to serve on this Board?
I have over twenty five years experience workina in the environmental field. This
experience includes remediation of contaminated sites plus redevelopment of industrial
and non-industrial properties.
4. Why do you want to serve on this Board?
I would enioy assistina the City of Clearwater in their redevelopment efforts.
Name:
Joyce Gibbs
Board Name:
Brownfield Advisory Board
Item # 6
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Adopt Ordinance No. 7931-08 on second reading, annexing certain real property whose post office address is 2235 Nursery Road, into
the corporate limits of the city and redefining the boundary lines of the city to include said addition.
SUMMARY:
Review Approval: 1) Clerk
Cover Memo
Item # 7
Attachment number 1
Page 1 of 1
ORDINANCE NO. 7931-08
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
ANNEXING CERTAIN REAL PROPERTY LOCATED
APPROXIMATELY 450 FEET EAST OF SOUTH BELCHER ROAD
AND APPROXIMATELY 100 FEET SOUTH OF NURSERY ROAD,
CONSISTING OF A PORTION OF SECTION 19-29-16 IN METES
AND BOUNDS 33/08, WHOSE POST OFFICE ADDRESS IS 2235
NURSERY ROAD, INTO THE CORPORATE LIMITS OF THE
CITY, AND REDEFINING THE BOUNDARY LINES OF THE CITY
TO INCLUDE SAID ADDITION; PROVIDING AN EFFECTIVE
DATE.
WH EREAS, the owner of the real property described herein and depicted on the map
attached hereto as Exhibit A has petitioned the City of Clearwater to annex the property into the
City pursuant to Section 171.044, Florida Statutes, and the City has complied with all applicable
requirements of Florida law in connection with this ordinance; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORI DA:
Section 1. The following-described property is hereby annexed into the City of Clearwater
and the boundary lines of the City are redefined accordingly:
See attached legal description.
(ANX2008-02003)
Section 2. The provisions of this ordinance are found and determined to be consistent
with the City of Clearwater Comprehensive Plan. The City Council hereby accepts the dedication
of all easements, parks, rights-of-way and other dedications to the public, which have heretofore
been made by plat, deed or user within the annexed property. The City Engineer, the City Clerk
and the Planning Director are directed to include and show the property described herein upon the
official maps and records of the City.
Section 3. This ordinance shall take effect immediately upon adoption. The City Clerk
shall file certified copies of this ordinance, including the map attached hereto, with the Clerk of the
Circuit Court and with the County Administrator of Pinellas County, Florida, within 7 days after
adoption, and shall file a certified copy with the Florida Department of State within 30 days after
adoption.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Frank V. Hibbard
Mayor
Approved as to form:
Attest:
Leslie K. Dougall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
Item # 7
Ordinance No. 7931-08
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Adopt Ordinance No. 7932-08 on second reading, amending the future land use plan element of the Comprehensive Plan of the city to
designate the land use for certain real property whose post office address is 2235 Nursery Road, upon annexation into the City of
Clearwater, as Residential/Office General (R/OG).
SUMMARY:
Review Approval: 1) Clerk
Cover Memo
Item # 8
Attachment number 1
Page 1 of 1
ORDINANCE NO. 7932-08
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE FUTURE LAND USE PLAN
ELEMENT OF THE COMPREHENSIVE PLAN OF THE
CITY, TO DESIGNATE THE LAND USE FOR CERTAIN
REAL PROPERTY LOCATED APPROXIMATELY 450 FEET
EAST OF SOUTH BELCHER ROAD AND
APPROXIMATELY 100 FEET SOUTH OF NURSERY
ROAD, CONSISTING OF A PORTION OF SECTION 19-29-
16 IN METES AND BOUNDS 33/08, WHOSE POST
OFFICE ADDRESS IS 2235 NURSERY ROAD, UPON
ANNEXATION INTO THE CITY OF CLEARWATER, AS
RESIDENTIAL/OFFICE GENERAL (RlOG); PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the amendment to the future land use plan element of the
comprehensive plan of the City as set forth in this ordinance is found to be reasonable,
proper and appropriate, and is consistent with the City's comprehensive plan; now,
therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF CLEARWATER, FLORIDA:
Section 1. The future land use plan element of the comprehensive plan of the City
of Clearwater is amended by designating the land use category for the hereinafter
described property, upon annexation into the City of Clearwater, as follows:
Property
See attached legal description
(ANX2008-02003)
Land Use Cateqorv
Residential/Office General
(RlOG)
Section 2. The City Council does hereby certify that this ordinance is consistent
with the City's comprehensive plan.
Section 3. This ordinance shall take effect immediately upon adoption, contingent
upon and subject to the adoption of Ordinance No. 7831-08.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Frank V. Hibbard
Mayor
Approved as to form:
Attest:
Leslie K. Dougall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
Item # 8
Ordinance No. 7932-08
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Adopt Ordinance No. 7933-08 on second reading, amending the Zoning Atlas of the city by zoning certain real property whose post
office address is 2235 Nursery Road, upon annexation into the City of Clearwater, as Office (0).
SUMMARY:
Review Approval: 1) Clerk
Cover Memo
Item # 9
Attachment number 1
Page 1 of 1
ORDINANCE NO. 7933-08
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY LOCATED
APPROXIMATELY 450 FEET EAST OF SOUTH BELCHER
ROAD AND APPROXIMATELY 100 FEET SOUTH OF
NURSERY ROAD, CONSISTING OF A PORTION OF
SECTION 19-29-16 IN METES AND BOUNDS 33/08,
WHOSE POST OFFICE ADDRESS IS 2235 NURSERY
ROAD, UPON ANNEXATION INTO THE CITY OF
CLEARWATER, AS OFFICE (0); PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the assignment of a zoning district classification as set forth in this
ordinance is found to be reasonable, proper and appropriate, and is consistent with the
City's comprehensive plan; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF CLEARWATER, FLORIDA:
Section 1. The following described property located in Pinellas County, Florida, is
hereby zoned as indicated upon annexation into the City of Clearwater, and the zoning
atlas of the City is amended, as follows:
Property
See attached legal description.
(ANX2008-02003)
Zoninq District
Office (0)
Section 2. The City Engineer is directed to revise the zoning atlas of the City in
accordance with the foregoing amendment.
Section 3. This ordinance shall take effect immediately upon adoption, contingent
upon and subject to the adoption of Ordinance No. 7931-08.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Frank V. Hibbard
Mayor
Approved as to form:
Attest:
Leslie K. Dougall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
Item # 9
Ordinance No. 7933-08
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Adopt Ordinance No. 7934-08 on second reading, annexing certain real property whose post office address is 1662 Bellrose Drive
North, into the corporate limits of the city and redefining the boundary lines of the city to include said addition.
SUMMARY:
Review Approval: 1) Clerk
Cover Memo
Item # 10
Attachment number 1
Page 1 of 1
ORDINANCE NO. 7934-08
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
ANNEXING CERTAIN REAL PROPERTY LOCATED ON THE
NORTH SIDE OF BELLROSE DRIVE NORTH APPROXIMATELY
720 FEET EAST OF LAKE AVENUE CONSISTING OF LOT 56,
BELLROSE PARK, TOGETHER WITH THE ABUTTING RIGHT-
OF-WAY OF BELLROSE DRIVE NORTH, WHOSE POST OFFICE
ADDRESS IS 1662 BELLROSE DRIVE NORTH, INTO THE
CORPORATE LIMITS OF THE CITY, AND REDEFINING THE
BOUNDARY LINES OF THE CITY TO INCLUDE SAID ADDITION;
PROVI 01 NG AN EFFECTIVE DATE.
WH EREAS, the owner of the real property described herein and depicted on the map
attached hereto as Exhibit A has petitioned the City of Clearwater to annex the property into the
City pursuant to Section 171.044, Florida Statutes, and the City has complied with all applicable
requirements of Florida law in connection with this ordinance; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. The following-described property is hereby annexed into the City of Clearwater
and the boundary lines of the City are redefined accordingly:
Lot 56, Bellrose Park, according to the plat thereof recorded in Plat Book 59, Page
63, Public Records of Pinellas County, Florida, together with the abutting right-of-
way of Bellrose Drive North
(ANX2008-02004)
Section 2. The provisions of this ordinance are found and determined to be consistent
with the City of Clearwater Comprehensive Plan. The City Council hereby accepts the dedication
of all easements, parks, rights-of-way and other dedications to the public, which have heretofore
been made by plat, deed or user within the annexed property. The City Engineer, the City Clerk
and the Planning Director are directed to include and show the property described herein upon the
official maps and records of the City.
Section 3. This ordinance shall take effect immediately upon adoption. The City Clerk
shall file certified copies of this ordinance, including the map attached hereto, with the Clerk of the
Circuit Court and with the County Administrator of Pinellas County, Florida, within 7 days after
adoption, and shall file a certified copy with the Florida Department of State within 30 days after
adoption.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Frank V. Hibbard
Mayor
Approved as to form:
Attest:
Leslie K. Dougall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
Item # 10
Ordinance No. 7934-08
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Adopt Ordinance No. 7935-08 on second reading, amending the future land use plan element of the Comprehensive Plan of the city to
designate the land use for certain real property whose post office address is 1662 Bellrose Drive North, upon annexation into the City of
Clearwater, as Residential Low (RL).
SUMMARY:
Review Approval: 1) Clerk
Cover Memo
Item # 11
Attachment number 1
Page 1 of 1
ORDINANCE NO. 7935-08
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING THE FUTURE LAND USE PLAN ELEMENT OF THE
COMPREHENSIVE PLAN OF THE CITY, TO DESIGNATE THE
LAND USE FOR CERTAIN REAL PROPERTY LOCATED ON THE
NORTH SIDE OF BELLROSE DRIVE NORTH APPROXIMATELY
720 FEET EAST OF LAKE AVENUE CONSISTING OF LOT 56,
BELLROSE PARK, TOGETHER WITH THE ABUTTING RIGHT-
OF-WAY OF BELLROSE DRIVE NORTH, WHOSE POST
OFFICE ADDRESS IS 1662 BELLROSE DRIVE NORTH, UPON
ANNEXATION INTO THE CITY OF CLEARWATER, AS
RESIDENTIAL LOW (RL) PROVI 01 NG AN EFFECTIVE DATE.
WHEREAS, the amendment to the future land use plan element of the comprehensive
plan of the City as set forth in this ordinance is found to be reasonable, proper and appropriate,
and is consistent with the City's comprehensive plan; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. The future land use plan element of the comprehensive plan of the City of
Clearwater is amended by designating the land use category for the hereinafter described
property, upon annexation into the City of Clearwater, as follows:
Property
Lot 56, Bellrose Park, according to the plat
thereof recorded in Plat Book 59, Page 63, Public
Records of Pinellas County, Florida, together with
the abutting right-of- way of Bellrose Drive North
(ANX2008-02004)
Land Use CateQorv
Residential Low (RL)
Section 2. The City Council does hereby certify that this ordinance is consistent with
the City's comprehensive plan.
Section 3. This ordinance shall take effect immediately upon adoption, contingent upon
and subject to the adoption of Ordinance No. 7934-08.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Frank V. Hibbard
Mayor
Approved as to form:
Attest:
Leslie K. Dougall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
Item # 11
Ordinance No. 7935-08
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Adopt Ordinance No. 7936-08 on second reading, amending the Zoning Atlas of the city by zoning certain real property whose post
office address is 1662 Bellrose Drive North, upon annexation into the City of Clearwater, as Low Medium Density Residential
(LMDR).
SUMMARY:
Review Approval: 1) Clerk
Cover Memo
Item # 12
Attachment number 1
Page 1 of 1
ORDINANCE NO. 7936-08
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY ON THE NORTH
SIDE OF BELLROSE DRIVE NORTH APPROXIMATELY
720 FEET EAST OF LAKE AVENUE CONSISTING OF LOT
56, BELLROSE PARK, TOGETHER WITH THE ABUTTING
RIGHT-OF-WAY OF BELLROSE DRIVE NORTH, WHOSE
POST OFFICE ADDRESS IS 1662 BELLROSE DRIVE
NORTH, UPON ANNEXATION INTO THE CITY OF
CLEARWATER, AS LOW MEDIUM DENSITY RESIDENTIAL
(LMDR); PROVIDING AN EFFECTIVE DATE.
WHEREAS, the assignment of a zoning district classification as set forth in this
ordinance is found to be reasonable, proper and appropriate, and is consistent with the
City's comprehensive plan; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF CLEARWATER, FLORIDA:
Section 1. The following described property located in Pinellas County, Florida, is
hereby zoned as indicated upon annexation into the City of Clearwater, and the zoning
atlas of the City is amended, as follows:
Property
Lot 56, Bellrose Park, according to the plat
thereof recorded in Plat Book 59, Page 63, Public
Records of Pinellas County, Florida, together with
the abutting right-of- way of Bellrose Drive North
(ANX2008-02004 )
Zoninq District
Low Medium Density
Residential
(LMDR)
Section 2. The City Engineer is directed to revise the zoning atlas of the City in
accordance with the foregoing amendment.
Section 3. This ordinance shall take effect immediately upon adoption, contingent
upon and subject to the adoption of Ordinance No. 7934-08.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Frank V. Hibbard
Mayor
Approved as to form:
Attest:
Leslie K. Dougall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
Item # 12
Ordinance No. 7936-08
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Adopt Ordinance No. 7941-08 on second reading, rescinding Ordinance No. 7405-05 and Ordinance No. 7406-05.
SUMMARY:
Review Approval: 1) Clerk
Cover Memo
Item # 13
Attachment number 1
Page 1 of 2
ORDINANCE NO. 7941-08
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
RESCINDING ORDINANCES NOS. 7405-05 AND 7406-05;
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City of Clearwater previously adopted Ordinance Nos. 7405-05 and
7406-05, effective May 5, 2005, which designated a Comprehensive Plan land use
category of Residential/Office General and a Zoning District of Office upon annexation of
certain property located at 2723 State Road 580; and
WHEREAS, the City received correspondence dated May 9, 2007 from the Florida
Department of Community Affairs indicating that the comprehensive plan amendment
package failed to qualify as a small-scale amendment and that the amendment was
ineffective, and requiring that the amendment be rescinded, readopted and resubmitted
with the next proposed large-scale amendment cycle, the next feasible such cycle being in
March 2008; and
WHEREAS, it is thus necessary to rescind the comprehensive plan
amendment/designation and its accompanying zoning designation in order that they be
readopted by means of the proposed Ordinances Nos. 7922-08 and 7923-08; now
therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. Ordinance Nos. 7405-05 and 7406-05 are hereby rescinded, and
shall be of no further force and effect.
Section 2. This ordinance shall take effect immediately upon adoption.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Frank V. Hibbard
Mayor
Approved as to form:
Attest:
Leslie K. Dougall-Sides
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
Ordinance No. I~ #1813
Attachment number 1
Page 2 of 2
2
Ordinance No. ~-#813
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Adopt Ordinance No. 7949-08 on second reading, amending the Community Development Code to further the consistency between the
Community Development Code and the City's Comprehensive Plan and the Countywide Future land use plan by adding Resort Facility
High land use designation and providing for maximum dwelling units per acre, maximum floor area ratio/impervious surface ratio, and
overnight accommodations units per acre.
SUMMARY:
Review Approval: 1) Clerk
Cover Memo
Item # 14
Attachment number 1
Page 1 of 3
ORDI NANCE NO. 7949-08
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, MAKING
AMENDMENTS TO THE COMMUNITY DEVELOPMENT CODE TO
FURTHER THE CONSISTENCY BETWEEN THE COMMUNITY
DEVELOPMENT CODE AND THE CITY'S COMPREHENSIVE PLAN
AND THE COUNTYWIDE FUTURE LAND USE PLAN BY AMENDING
SECTION 2-501.1, "MAXIMUM DEVELOPMENT POTENTIAL",
REGARDING THE HIGH DENSITY RESIDENTIAL ZONING DISTRICT,
TO MODIFY THE ACCOMPANYING TABLE TO ADD THE RESORT
FACILITIES HIGH COUNTYWIDE FUTURE LAND USE DESIGNATION
AND TO PROVIDE FOR MAXIMUM DWELLING UNITS PER ACRE,
MAXIMUM FLOOR AREA RATIOIIMPERVIOUS SURFACE RATIO FOR
SAID DESIGNATION; AMENDING SECTION 2-701.1, "MAXIMUM
DEVELOPMENT POTENTIAL" REGARDING THE COMMERCIAL
ZONING DISTRICT, TO MODIFY THE ACCOMPANYING TABLE TO
ADD THE RESORT FACILITIES HIGH COUNTYWIDE FUTURE LAND
USE DESIGNATION AND TO PROVIDE FOR MAXIMUM DWELLING
UNITS PER ACRE, MAXIMUM FLOOR AREA RATIOIIMPERVIOUS
SURFACE RATIO, AND OVERNIGHT ACCOMMODATIONS UNITS PER
ACRE FOR SAID DESIGNATION; CERTIFYING CONSISTENCY WITH
THE CITY'S COMPREHENSIVE PLAN AND PROPER
ADVERTISEMENT; PROVIDING FOR SEVERABILITY; AND
PROVI 01 NG AN EFFECTIVE DATE.
WHEREAS, the City of Clearwater adopted a new Community Development Code on
January 21, 1999 which was effective on March 8, 1999, and
WHEREAS, it is necessary to amend the Community Development Code for consistency
with the Comprehensive Plan, and
WHEREAS, the City of Clearwater has determined where the Community Development
Code needs clarification and revision, now therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER,
FLORIDA:
Section 1. That Article 2, "Zoning Districts", Division 5, "High Density Residential
District ("HDR")", Section 2-501.1, "Maximum development potential", of the Community
Development Code, be, and the same is hereby amended to read as follows:
Section 2-501.1. Maximum development potential.
The High Density Residential District ("HDR") may be located in more than one land use
category. It is the intent of the HDR District that development be consistent with the Countywide
Future Land Use Plan as required by state law. The development potential of a parcel of land
within the HDR District shall be determined by the standards found in this Development Code as
well as the Countywide Future Land Use Designations that apply to the HDR District as follows:
Countywide Future Land Use Designation Maximum Dwelling Units per Acre Maximum Floor Area RatiolImpervious
of Land Surface Ratio
Residential High 30 dwelling units per acre FAR .601ISR .85
Ordinalbeai'Wl.17449-08
Attachment number 1
Page 2 of 3
I Resort Facilities High
I 30 dwelling units per acre
I FAR 1.0/ISR .95
Section 2. That Article 2, "Zoning Districts", Division 7, "Commercial District ("C")",
Section 2-701.1, "Maximum development potential", of the Community Development Code, be,
and the same is hereby amended to read as follows:
Section 2-701.1. Maximum development potential.
The Commercial District ("C") may be located in more than one land use category. It is
the intent of the C District that development be consistent with the Countywide Future Land Use
Plan as required by State law. The development potential of a parcel of land within the C District
shall be determined by the standards found in this Development Code as well as the
Countywide Future Land Use Designation of the property. Development potential for the
Countywide Future Land Use Designations that apply to the C District are as follows:
Countywide Future Land Maximum Dwelling Units Maximum Floor Area Ratio Maximum Overnight
Use Designation per Acre of Land / Impervious Suiface Ratio Accommodations Units Per Acre
Commercial Neighborhood 10 dwelling units per acre FAR AO/ISR .80 N/A
Commercial Limited 18 dwelling units per acre FAR A5/ISR .85 30 units per acre
Commercial General 24 dwelling units per acre FAR .55/ISR .95 40 units per acre
Residential/OfficelRetail 18 dwelling units per acre FAR AO/ISR .85 30 units per acre
Resort Facilities High 30 dwelling units per acre FAR 1.0/ISR .95 50 units per acre
Section 3. Amendments to the Community Development Code of the City of
Clearwater (as originally adopted by Ordinance No. 6348-99 and subsequently amended) are
hereby adopted to read as set forth in this Ordinance.
Section 4. The City of Clearwater does hereby certify that the amendments
contained herein, as well as the provisions of this Ordinance, are consistent with and in
conformance with the City's Comprehensive Plan.
Section 5. Should any part or provision of this Ordinance be declared by a court of
competent jurisdiction to be invalid, the same shall not affect the validity of the Ordinance as a
whole, or any part thereof other than the part declared to be invalid.
Section 6. Notice of the proposed enactment of this Ordinance has been properly
advertised in a newspaper of general circulation in accordance with applicable law.
Section 7.
This ordinance shall take effect immediately upon adoption.
PASSED ON FIRST READING
2
Ordinance No. 7949-08
Item # 14
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Approved as to form:
Leslie K. Dougall-Sides
Assistant City Attorney
Attachment number 1
Page 3 of 3
Frank V. Hibbard
Mayor
Attest:
Cynthia E. Goudeau
City Clerk
3
Ordinance No. 7949-08
Item # 14
Meeting Date:4/28/2008
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Create Section 21.18, Code of Ordinances, to prohibit soliciting, begging, and panhandling in the Clearwater downtown core
redevelopment zone and the Clearwater Beach core tourist zone as defined in the ordinance and pass Ordinance 7928-08 on first
reading.
SUMMARY:
The City of Clearwater's 112,000 plus residents enjoy a vibrant economy resulting from a huge influx of 4.5 million annual tourists to
Pinellas County with Clearwater Beachalone attracting around 900,000 tourists annually in addition to the approximate 600,000
residents in the region who annually visit the beach.
The improvement of the downtown and Clearwater Beach has been a high priority in the City's plan to expand the economic base of the
City by attracting new investment and patrons to the area.
Clearwater Beach has an economic impact of over $1 billion and is projected to increase its impact as redevelopment on the beach
continues to occur and the downtown is also projected to attract additional tourists and visitors as redevelopment continues to be
completed. The City and private organizations have invested many millions of dollars in these redevelopment areas.
The City of Clearwater spends annually around $620,000 on special events, with $465,000 of that allocated to downtown events and
$135,000 allocated to Beach events.
The City of Clearwater has a substantial interest in providing its citizens and tourists a safe, aesthetic, pleasant environment in which
recreational activities can be maximized in the downtown and on Clearwater Beach.
The City of Clearwater has a substantial interest in ensuring the safety and convenience of the public by promoting the free flow of
traffic on public streets and sidewalks in the downtown and on Clearwater Beach.
Soliciting, begging, and panhandling in the Clearwater downtown core redevelopment zone and the Clearwater Beach core tourist zone
adversely impacts tourism and patronage of businesses by creating a sense of annoyance and intimidation among those tourists, visitors,
and citizens who are subjected to such activity.
Soliciting, begging, and panhandling in the Clearwater downtown core redevelopment zone and the Clearwater Beach core tourist zone
discourages tourism and retail and contributes to the lack of enjoyment of public places.
Review Approval: 1) Office of Management and Budget 2) Legal 3) Clerk 4) Assistant City Manager 5) Clerk 6) City Manager 7) Clerk
Cover Memo
Item # 15
Attachment number 1
Page 1 of 5
ORDINANCE NO. 7928-08
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA
RELATING TO SOLICITING, BEGGING, AND PANHANDLING;
CREATING SECTION 21.18, CODE OF ORDINANCES, TO
PROHIBIT SOLICITING, BEGGING, AND PANHANDLING IN THE
CLEARWATER DOWNTOWN CORE REDEVELOPMENT ZONE
AND THE CLEARWATER BEACH CORE TOURIST ZONE AS
DEFINED HEREIN; PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City of Clearwater's 112,000 plus residents enjoy a
vibrant economy resulting from a huge influx of 4.5 million annual tourists to
Pinellas County with Clearwater Beach around
WHEREAS, the improvement of the downtown and Clearwater Beach has
been a high priority in the City's plan to expand the economic base of the City by
attracting new investment and patrons to the area;
WHEREAS, the emergence of the City's downtown and beachfront as
quality redevelopment areas is due in no small part to the following projects and
expenditures by the City of Clearwater:
. Cleveland Street Streetscape - Cost: $10 Million
As the city's traditional, downtown "Main Street," it was important that Cleveland
Street offer a pedestrian-friendly environment that attracts residential and
destination development, especially restaurant and retail activity. Infrastructure
improvements have included new utility work, landscaping, amenities and
medians with opportunity for public art. The project is a central element in the
City's downtown revitalization strategy.
. Main Public Library - Cost: $20.2 million
Clearwater is home to one of the most spectacular and impressive public library
facilities in North America. The 90,000 square foot library is located on the
waterfront and opened in the spring of 2004. In addition to distinctive
Ordinance No. 79~~ # 15
Attachment number 1
Page 2 of 5
architecture, the library features a local history center, meeting rooms, rooftop
terrace and galleries.
. Myrtle Avenue Reconstruction - Cost: $16.13 million
Construction was completed in 2006 on Myrtle Avenue between Lakeview and
Fairmont. Infrastructure maintenance, including an improved roadway drainage
system, installation of new water mains, hydrants, gas mains and sewer pipes,
are among the upgrades.
. Downtown Boat Slips Project - Cost: $11-million
The project is in its earliest stages. Design plans should be ready by December
2008. Construction of the 120 to 149 public boat slips at the foot of the Memorial
Causeway Bridge is slated to begin next year. The project should take a year to
complete.
. Mandalay Streetscape Improvements - Cost: $3.4 million
A major streetscape improvement project along the primary North Beach arterial,
completed in February 2003.
. Beach Walk - Cost: $30 million
Project along Clearwater's prized waterfront. Beach Walk is designed to revitalize
the community that surrounds Clearwater's popular south beach destination. Part
of the city's "Beach by Design" plan, it has already played a vital role in attracting
new hotel development to the beach;
. Jamba Juice, Starbuck's Coffee and Dunkin Donuts/Baskin Robbins -
national chain franchises that are now leasing on Cleveland Street.
. Water's Edge - Waters Edge will have 157 condominium units and 10,000
square feet of retail space. The project is under construction and slated for
completion in Fall 2008.
. Station Square - The project is a 15-story building with 126 residential
condominium units, and 10,000 square feet of ground floor retail including
a major restaurant space. In addition, the project will provide more than
100 public parking spaces within a structured garage. The project is under
construction and slated for completion in Fall 2008.
2
Ordinance No. 79~~ # 15
Attachment number 1
Page 3 of 5
. Marriott Residence Inn - 7 -story, 115-room select service hotel in
downtown Clearwater is under construction and slated for completion in
Fall 2008.
. Aqualea Resort & Residences - 250 hotel/resort units; 18 permanent
residential condominiums. Hyatt will manage hotel portion. The project is
under construction.
. Holiday Inn Hotel & Suites - 189 renovated hotel rooms and suites.
. Kiran Grand Resort & Spa - Proposed project consisting of 350 hotel units
and 75 permanent residences (also know as the Patel project).
.
WHEREAS, the City of Clearwater also spends annually around $620,000
on special events, with $465,000 allocated to downtown events and $135,000
allocated to Beach events;
WHEREAS, the City of Clearwater has a substantial interest in providing
its citizens and tourists a safe, aesthetic, pleasant environment in which
recreational activities can be maximized in the downtown and on Clearwater
Beach;
WHEREAS, the City of Clearwater has a substantial interest in ensuring
the safety and convenience of the public by promoting the free flow of traffic on
public streets and sidewalks in the downtown and on Clearwater Beach;
WHEREAS, soliciting, begging, and panhandling in the Clearwater
downtown core redevelopment zone and the Clearwater Beach core tourist zone
adversely impacts tourism and patronage of businesses by creating a sense of
annoyance and intimidation among those tourists, visitors, and citizens who are
subjected to such activity;
WHEREAS, soliciting, begging, and panhandling in the Clearwater
downtown core redevelopment zone and the Clearwater Beach core tourist zone
discourages tourism and retail and contributes to the lack of enjoyment of public
places; now therefore
3
Ordinance No. 79~~ # 15
Attachment number 1
Page 4 of 5
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. Section 21.18, Code of Ordinances, is created to read as
follows:
Sec. 21.18. Soliciting, begging, or panhandling in the Clearwater
downtown core redevelopment zone and the Clearwater Beach core
tourist zone
(1) Definitions.
(a) Soliciting, begging, or panhandling means any request made in person
for an immediate donation of money or other thing of value for oneself or
another person or entity. Purchase of an item for an amount far exceeding
its value, under circumstances where a reasonable person would
understand that the purchase is, in substance, a donation, is a donation
for the purpose of this section. Soliciting, begging, or panhandling shall not
include the act of passively standing or sitting, performing music, or
singing with a sign or other indication that a donation is being sought but
without any vocal request other than a response to an inquiry by another
person.
(b) Clearwater downtown core redevelopment zone means any of the
following areas, which generally are shown on Diagram 1, including the
contiguous rights-of-way, sidewalks, piers, promenade, boardwalks, and
docks: The area bounded on the east by Myrtle Avenue, on the west by
the waters of Clearwater Harbor, on the north by Drew Street westward
until it terminates at Clearwater Harbor, and on the south by Pierce Street
westward until it terminates at Clearwater Harbor, excluding Coachman
Park.
GRAPHIC LINK: Click here
(c) Clearwater Beach core tourist zone means any of the following areas,
which generally are shown on Diagram 2, including the contiguous rights-
of-way, sidewalks, and piers: The area bounded on the north by Avalon
Street; on the west by the Gulf of Mexico; on the south by the waters of
Clearwater Pass; and on the east beginning at Gulf Boulevard on the
northern end of the Sand Key Bridge until Gulf Boulevard intersects with
South Gulfview Boulevard, then northerly along South Gulfview Boulevard
to the intersection of Hamden Drive, then northerly along Hamden Drive
until the intersection of Coronado Drive, then northerly along Coronado
Drive to and including the Clearwater Marina and Causeway Boulevard,
then northerly along Mandalay Avenue to the intersection at Avalon Street.
GRAPHIC LINK: Click here
4
Ordinance No. 79~~ # 15
Attachment number 1
Page 5 of 5
(2) Prohibition. It shall be unlawful for any person after being first warned
by a law enforcement officer to continue engaging in an act of soliciting,
begging, or panhandling in the Clearwater downtown core redevelopment
zone or the Clearwater Beach core tourist zone.
(3) Exceptions. Nothing in this section shall be deemed or construed to
apply to following:
(a) Any person located on privately owned property who has the
perm ission of the owner or lessee of the property.
(b) Any person who has obtained approval for activities in connection with
an event at the main Clearwater public library or Harborview Center.
(c) Any person who has obtained approval to participate in the Sunsets at
Pier 60 event or in any other special event within the Clearwater
downtown core redevelopment zone or the Clearwater Beach core tourist
zone.
Section 2. This ordinance shall take effect immediately upon adoption.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Frank V. Hibbard
Mayor
Approved as to form:
Attest:
Robert J. Surette
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
5
Ordinance No. 79~~ # 15
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
City Manager Verbal Reports
SUMMARY:
Meeting Date:4/28/2008
Review Approval: 1) Clerk
Cover Memo
Item # 16
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
FY 2008/09 Budget Initial Discussion
SUMMARY:
Meeting Date:4/28/2008
Review Approval: 1) Clerk
Cover Memo
Item # 17
2008/09 - Proposed Program Reductions
General Fund
Tier 1 - Belt Tightening Reductions FTE
Attachment number 1
Page ~/Ei'pi!2008
Annual
Budget
Cumulative
Total
Eliminate Beach Walk annual debt
Change in Police Take Home Vehicle policy
Training/travel - budget reduction of 20% across all departments
Memberships/subscriptions - budget reduction of 20% across all departments
Savings in annual worker's compensation costs
Savings in annual property/liability insurance costs
Payment in lieu of taxes - Parking Fund
SAMP GWI % (reduce to 2.5% vs 4%)
SAMP Attrition: (Managerial Efficiencies)
Emergency Operations Manager 1.0
Other Positions 3.0
Police overtime
Close OCB substation (N. Ft. Harrison)
Fire overtime
Fire - reducing combined annual step/GWI increases by 3%
Budget a 1 % salary savings
Development Services - 5% increase in Business Receipt Taxes
P & R - Revenue Enhancement - increase sports tournament charges
P & R - Light savings energy - Fee for user groups
P & R - Revenue Enhancement - increase non-resident rates and eliminate discounts
P & R - Revenue Enhancement - increase camp fees
Increase in energy costs
Increase in fuel costs
Subtotal 4.0
315,000
50,000
146,560
45,000
291,000
650,000
255,000
166,000
315,000
365,000
511,560
556,560
847,560
1,497,560
1,752,560
1,918,560
1,918,560
2,007,560
2,332,560
2,832,560
2,842,560
3,092,560
3,442,560
4,042,560
4,142,560
4,162,560
4,218,110
4,333,110
4,383,110
3,783,110
3,283,110
89,000
325,000
500,000
10,000
250,000
350,000
600,000
100,000
20,000
55,550
115,000
50,000
(600,000)
(500,000)
3,283,110
Tier 2 - Service Level Reductions Due to Slowing Economy
Development Services - Neighborhood Services Liason
Library - Technical Services outsourcing
Library - Webmaster
P & R - Revenue Enhancement - increase playpass by 20%
P & R - Special events reductions in cash & in kind services
P & R - Reduce cash contributions to AALC and PACT by 10%
P & R - Landscape Architect
P & R - Cultural Affairs - Recreation Specialist
P & R - Recreation Programming - Staff Assistant
P & R - PPT Staff Assistant
Public Communications - Reduce programming levels for C-VIEW
P & R - Reduce landscape maintenance levels
Library - East Library - one shift
Library - Countryside Library - one shift
P & R - Reduce hours of operation at the aquatics centers
Library - Main Library - one shift
P & R - Reduce hours of operation and programming at City Recreation Centers
P & R - Reduce supervisor effort on landscape teams
P & R - Trails Team - PST II
Development Services - Development Review Technician
Library - Programming/Galleries
P & R - Athletic Office - Reduce services and hours of operation to public
P & R - Recreation Support Technician - special events
Jolley Trolley service on Clearwater Beach
Police - Property Clerk
Police - Crime Analyst
Police - close front desk at midnight
Police - Information Supervisor in Records
1.0
1.0
1.0
1.0
1.0
1.0
0.5
2.0
4.5
4.5
3.3
8.0
7.3
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
48.1
Subtotal
53,910 3,337,020
52,110 3,389,130
57,980 3,447,110
50,000 3,497,110
57,370 3,554,480
57,420 3,611,900
51,390 3,663,290
50,670 3,713,960
34,560 3,748,520
24,130 3,772,650
77,960 3,850,610
103,200 3,953,810
163,670 4,117,480
165,780 4,283,260
123,930 4,407,190
346,380 4,753,570
297,750 5,051,320
117,700 5,169,020
44,300 5,213,320
41,350 5,254,670
67,460 5,322,130
42,630 5,364,760
42,820 5,407,580
150,000 5,557,580
35,870 5,593,450
61,580 5,655,030
102,700 5,757,730
49,2001tem # 11'806,930
2,523,820
Tier3-ServiceLevelReductionOptlons
Tampa Bay Partnership
Chamber of Commerce - tourism contract
Beach Chamber of Commerce - tourism contract
Pinelias Coalition of Homeless
Harborview Center subsidy
Library - meeting room closure
Library - Teen room closure
Library - close Beach library
Library - close North Greenwood library
Library - close East Library
Public Communications - Eliminate printing and distribution of Annual Rpt calendar
P & R - Reduce maintenance effort at athletic facilities
P & R - Eliminate holiday lighting
Police - Fund CHIP from SLEF
Police - Professional/Contractual Services
Beach guard program - level of service
Lobbyist services
Police - Community policing
Police - PST Supervisor (TRU)
Police - PST Supervisor (Crash)
Police - TRU - 5 PST's
Police - Information Technician in CIO
Police - Communications Operations Supervisor
Police - Office Specialist
1.0
1.0
1.5
3.5
11.5
3.4
6.0
1.0
1.0
5.0
1.0
1.0
1.0
50,000
190,000
46,000
19,400
342,240
65,630
41,260
106,890
325,580
627,630
30,000
154,550
25,000
97,000
70,000
700,000
135,550
384,000
72,110
70,570
295,000
33,690
75,350
38,990
Subtotal 37.9
3,996,440
Total 90.0
9,803,370
Attachment number 1
Page ~/Ei'pi!2008
5,856,930
6,046,930
6,092,930
6,112,330
6,454,570
6,520,200
6,561,460
6,668,350
6,993,930
7,621,560
7,651,560
7,806,110
7,831,110
7,928,110
7,998,110
8,698,110
8,833,660
9,217,660
9,289,770
9,360,340
9,655,340
9,689,030
9,764,380
9,803,370
9,803,370
Item # 17
CXJ
o
o
(::!
"<t
~
~~g;~~~~~~~~~
~<1c:icv:iN"'";"" c0N cv:icv:ic0
000000000000
<DI'--CO CO<DLOOLO<DCOC0
... DI'--I'--I'--I'--I'--"<;j'""<;j""(DLOCO<D
~ ~ ~- ~- g- (6- ~- ~- ~- 2;- ~- ~- ~- [0-
~ ~ ~-:-~-~-~-~-~-;-~-~-:=-~-
UO"<;j""...-...--
IIlN
ii:
~~g;~~~~~~~~~
~<1c:icv:iN"'";"" c0N cv:icv:ic0
000000000000
<DD...--NO)O)!'--CO('l)Oo;:;t...--
... DNCO<D mCO('l)...--(DLOCO
~ ~ ~- b- f2- ~- F::- ~- 2;- N- ~- ~- :g:- ~-
>- NDDDD"<;j"""<;j""DD"<;j""...--<D
~ ~ ~-~-~--<:t--<:t-(6('1)--<:t-...--...--...--c6
IIlN
ii:
~~g;~~~~~~~~~
~<10cv:iN"'";"" c0N cv:icv:ic0
~
"
"'~
>-~
C;~
Uo
IIlN
ii:
000000000000
(D('I)('I)NO)<D<Do;:;t...--"<;j...--('I)
DCO<D('I)!'--CO('l)OmCON...--
o;:;t- L()- c6 (6 (6 GT c6 0- o;:;t- c6 ...--- ...---
('I)O)OLOCO...--O)o;:;tO...--...--!'--
NL()I'--OLO"<;jO)O)Oo;:;t...--D
...--- 0- GT o;:;t- o;:;t- (6 GT (0- ...--- ...--- ...--- c6
"" ~ ~
~~g;~~~~~~~g;~
~<1"'fcv:iN"'";"" c0N c0Dc0
000000000000
NLOO<DLO!'--('I)COCOO('l)(D
... DDCOCOO)('I)L()('I)O)Ncom
~ ~ ~~f 8- (6- 2;- ~- ~- 2;- 55- ~- ~- ~- ~-
~ ~ ~_~_~_;_~_~_~_~_(J) ('I)_D_~_
uoo;:;t...-...--
IIlN
ii:
~~~~~g;~~~~~~
~<1<99D~ ~c0D cv:i ~
000000000000
<D1'--...--ffiOD<D...--L()O)!'--L()
... NNO)NOL()O)('I)('I)L()ON
~ ~ ~- ~- (0- tR- ~- gs- ~- ~- r:=- ~- F::- F::-
~ gg ;_~_~_;_~_~_~_~_(J) C0_D_~_
uo""
IIlN
ii:
~~~~~g;~~g;g;~
cOc0~0~c09-<i~~cO
000000000
CONLOI'--DDLO co
(J)<DC0LOC0I'--NCOD(J)I'--N
C0- C0- co- N- o;:;t- LO- (J)- C0- LO- C0- C0- C0-
I'--C0N(J)<Do;:;tD<DLO<DLO(J)
NCO(J)o;:;tLODCOI'--(J)ND...--
~- (J)- ~- o;:;t- <D- 1'--- ~- C0- - - 1'---
~~g;~~~~~~~~~~
00c:i0c:ic0c0 LriLri0c:iai
(')
00000000000
o;:;tN...--C0<DC0NDDCOCO
(J)COC0...--o;:;to;:;t DDDCOLO
1'--- 0- o;:;t- <D- co- (J)- o;:;t- o;:;t- <D- (J)- co- C0-
~~u:;2;~~M~gjr:=~~
~- (J)- ~- o;:;t- <D- <D- ~- C0- - LO-
(f)
OJ
><
ro
f-
(f)
c
o
~
~ .~
f- :J
(f) E
OJ E
ro 0
(fJO
OJ
()
.~
OJ
(fJ
C
jg ~ ~
a3 :s +:;
EOgi
~.2~
6 ~ ~
2'~~
2..c c
~Oi.L
~
.2!
"
1:
"
'"
(3
.....
o
~
(3
"
E
E
::J
'"
."
!:
::J
LL
~
'"
!:
'"
Cl
(f) (f)
OJ OJ
>< OJ
roLL
f- OJ
>-(f)
t:.c
OJ ()
<lc
o ro
D=U=
~
E
ill
(f)0-
OJ oil
~ ~
(f)
>-c
~ Q)
~ ()
:J:.::i
(f)
ill
OJU;
~ ~ ~
& ~ ~ tn
Q) 0) Q) QI
5~~~~
g~03~
w.!2~~~
~~a3~:a
~~~~~
0"
~
g;~~~~~~~~~~~~~g;~g; ~~~~~
c0c0c0c0c0c0c0c0c0c0c0Lri0c0c0c:ic0~c0c0c0N~
o
'"
""
.,;
It>
~
~
N
~
00000000000000000
CO...--DDI'--I'--LOo;:;tl'--C0I'--DC0D<DCOI'--
1'--C0C0I'--COLO<D<Do;:;t<Do;:;t<DN<D(J)D<D
N0NN~~~00ro~~roro~N~
LOI'--LOD...--LO<D<DI'--Dl'--o;:;tD<Do;:;tl'--l'--
C0o;:;t<Do;:;tC0C0(J)C0<DNo;:;tDI'--<D(J)DN
- - - ...---...---N- -I'---I'---...---o;:;t-I'---o;:;t-
"" N
00000
I'-- I'-- (J) I'-- ("')
<DC0l'--o;:;tOO
C0-I'---D-CO-N'
...--CO<D(J)N
COLOo;:;tC0N
LO-I'---...---I'---r::Ii
N ::!:
0"
"!
~~~~~~~~~~~~~~~~~ ~~~~~
ro~~~I'--I'--~~I'--I'--~ro~1'--1'-- I'-- ~~~~~
c0c0c0c0c0c0c0c0c0c0c0LriLric0c09c0~c0c0c0c0~
o
o
N
.;
co
It>
oj
~
~
00000000000000000
DDCO...--(J)LOD<DLO(J)I'--(J)I'--DCOCO(J)
CO...--C0LOo;:;tDDo;:;tLO...--<DN(J)DDDCO
mro~rom~~roD~~ro~mmNm
C0N(J)CO<Do;:;t(J)...--CODNNC0D<DI'--...--
C0o;:;tLOC0NC0COC0LONo;:;to;:;tD<DI'--D...--
- - - ...---...--- N- - o;:;t- <D-...--- o;:;t- 1'--- o;:;t-
"" N
00000
NCON...--oo::J'
C0D<D<D_
N-D-(J)-I'---N'
DND...--CD
(J)C0o;:;tNCD
o;:;t-I'---"'---I'---~
N ::!:
0"
N
ci
g;~~~~~~~~~~~g;~~~~ ~~~~~
c0c0c0c0c0c0c0-<ic0c0c0LriLric0N9c0~c0c0c0N~
o
co
'"
<Ii
'"
~
<Ii
~
~
00000000000000000
C0NNo;:;tl'--(J)DC0(J)o;:;t...--<Do;:;t(J)C0NCO
C0<DLOCOI'--(J)CO...--...--DI'--CO(J)LO<D(J)LO
~~ro~~roroNro~~m~~D~~
NCOC0I'--NNNI'--CO(J)I'--Do;:;tLODI'--I'--
C0C0LOC0NC0CONo;:;t...--C0D<DLO<DD(J)
- - - ...---...--- N- - N- o;:;t-...--- o;:;t-I'--- C0-
"" N
00000
o;:;tC0N...--CD
(J)o;:;tC0COo)
N-LO-D-...---ct:i
<D<D<DD""'"
DDC0DCD
o;:;t-I'---...---I'---Lri'
N '"
~
0"
CD
q
~g;~~~~~~~~g;g;~~~~~ ~~~~~
-<ic0-<i-<i-<iLri-<i LriLri-<iLriLriLri-<i9c0~-<iLri-<i-<i~
o
'"
'"
6
'"
co
...:
~
~
00000000000000000
...--LOLO(J)I'--DLOLOo;:;tLO<DCOo;:;tN...--...--(J)
o;:;tCOI'--<Dl'--o;:;tD<Do;:;t...--<D...--LOo;:;tDI'--D
~0~~~~~Nm~~ro~0D~N
...--C0CO<DCO...--<D...--(J)CONLOCO(J)COCOC0
C0C0o;:;tC0...--C0I'--NC0...--C0I'--No;:;to;:;tDCO
- - ...---...---N- -(J)-C0-...---o;:;t-I'---C0-
(') N
00000
LO co I'-- o;:;t _
<DDNDOO
(J)-...---C0-D-ai'
<DN...--<DOO
NCOC0COO
C0-<D-...---<D-6
N '"
~
0"
....
<?
~~~g;g;~~~~g;~~g;~~~~ ~g;~~~
N ~NN~ ~c:icON Nc:ic:ic:ic:i~Nc:iNN~
o
CD
....
M
N
CD
<Ii
~
~
00000000000000000
<DC0NC0NCO<DNo;:;tCO(J)LO...--(J)...--N<D
I'--Do;:;tCOLO...--l'--o;:;tI'--NLOI'--(J)(J)LO...--...--
Nro~~mD~~m~~D~DND0
DCONo;:;tND(J)(J)I'--I'--<DI'--NND(J)(J)
C0No;:;tC0...--C0<D...--N...--NLODo;:;tC0D<D
- - - ...---...--- N- -1'--- N-...--- o;:;t-I'--- C0-
(') N
00000
CONC0(J)O)
LO I'-- (J) I'-- 0)
D-N-<D-<D-Lri'
o;:;tCOLO<DLn
C0 o;:;t N LO_
N-<D-...---<D-~
N N
~
0"
"!
~~~~~~~~~~~g;g;~g;
N9~~-<ia?c0~N-<i~c0u?0c0~
co~~~~~~
cg~0g~o
"'
o
'"
CD
...:
....
~
M
N
~
00000000000000000
ND...--D(J)<DND(J)I'--COC0...--LOo;:;tl'--l'--
(J)I'--I'--NLO...--COI'--...--COo;:;tl'--o;:;tl'--(J)DI'--
~ro0roro~0~~N~D~~~ro~
(J)<DC0C0(J)DI'--LO<D<DC0I'--N...--(J)NCO
NNo;:;tC0DC0<DNN...--N(J)o;:;to;:;tND<D
- - - ...---...---N- -<D-...---...---o;:;t-I'---C0-
(') N
00000
LOD(J)(J)oo::J'
o I'--o;:;t <DO)
co-C0-...---o;:;t-6
COC0N(J)O)
COo;:;tNC00
N-<D-"'---<D-~
~
g;g;~~~~~~~~~~~~g;
0N-<i~cOLri~cON~c:i~c:i0~
ro ro
c c
~~~~~~
e0c:icOLria:iai
"" (')
o
o
....
N
o
"'.
~
N
~
000000000000000
gs~C0~U:;(0Mb~~f2~fg~F::
co- (J)- 1'--- C0- LO- C0- <D- (J)- 0- <D- C0- 0- o;:;t- LO- <D-
CO<DLOo;:;tLOC0...--LODLOC0C0C0o;:;tC0
NNo;:;tC0DC0<DC0N...--C0<Dl'--o;:;t...--
- - - ",---"'---N- -LO-N-...---o;:;t-
(') N
000000
N(J)I'--O
No;:;tCOCOLO""'"
CO-C0-...---...---<D-N'
...-- I'-- ...-- C0 0 0
o;:;tN<DI'--LOo)
D-N-<D- <D-~
...--N ~
c
OJ OJ
() E
5~
_(f) >
.0 ~~
c ro ()
is ~ .E
o 2: ~
>->-0
~ ~ ()
Oow
(f) >
C (fJ
o (f)
~ .0,
() OJ
(/) .c ---l
~E~>-~
.~ E It:: ~ ~
~ 8 ~ 0 8 Q)
~g~~&.g
~~~a8~
(f)
OJ
()
.~
OJ
(fJ
C
OJ
g>~
._ 0
~~
0-0
(f)
OJ
()
.~.~
OJ(fJ
~ .g
.0, ::0
C :J
wo-
111
B (/) co f!
~ Bc.a
Q) +:; Q)'-
~~ ~~~
~n:: 8-~~
'" oil ~ OJ ~ ~
::0 ~ ~ .~ c .a
ri&~~~~
(f)
OJ
()
"
o
(f)
OJ
-on::
:J C
<( ro
>-E
~ :::::l
OI
OJ
~ ~
o...i.L
~
~
~
~
~
o
'"
CD
<D
co
o.
-
Tj
'"
'"
e.
111
::J
E-
::J
'"
-
'"
'"
."
::J
m
Attachment number 2
Page 1 of 11
ro
'"
Item # 17
-
~ 111
.2! "
" U
i:: l!!
" 0
",LL
(3 ~
0>-
~~
oii:
-
111
"
U ~
l!! "
O~::
LLC;~
Uo
IIlN
ii:
'"
:;
."
'"
J:
U
III
'"
::I
!:
'"
>
~
?fl.<1
~
lll",
>-~
c;~
Uo
IIlN
ii:
?fl.<1
~
"
",N
>-~
c;::
Uo
IIlN
ii:
?fl.<1
?fl.<1
~
lllo
>-~
c;~
Uo
IIlN
ii:
?fl.<1
~
"
",Ol
>-0
c;gg
Uo
IIlN
ii:
?fl.<1
_ CO
"'0
",.
."....
::10
m~
?fl.<1
- ....
"'0
"'.
."CD
::10
m~
';$?,';$?,?fl.
000
cicio
o
(f)
o
"<t-
(')
N_
::;:
';$?,';$?,?fl.
000
cicio
o
(f)
o
"<t-
(')
N_
::;:
';$?,';$?,?fl.
UJaLn
0D~
o
(f)
o
"<t-
(')
N
::;:
';$?,';$?,?fl.
NaN
"fa'1
o
N
o
6
o
(')
N-
"<t
';$?,';$?,?fl.
<OaCD
u?D~
o
(f)
N
.6
....
"<t-
"<t
~Q?fl.
0>0
~~~
000
"<to"<t
OJ 0 Ol
C0-a-M'
.... 0....
....LON
(6 r--:
"<t "<t
';$?. ?fl.
D~O
NCN
~
o
(')
OJ
....-
....
N
6
LO
e
o 111
~ ~
11)1-
c6.e-
o '"
~ ~ 2"
Ozo..
o
CD
o
.;
'"
N.
;
o
CD
o
.;
'"
N.
;
o
CD
o
.;
'"
N.
;
o
N
o
6
o
'"
N
"<t
o
CD
N
.,;
....
~
.;
"<t
o
'"
Ol
...:
....
N
6
'"
~?fl.
~C!
~
';$?,';$?,?fl.
DDo)
"<iNC""i
00
co CD
""""~ """"~
~ ~
~"<t
CD '"
McD
000
OJ a:J ....
~ LO ....
(6c6~
a:J"<t '"
....(f)"<t
0- ~
~
~?fl.
~C!
~
';$?,';$?,?fl.
DDo)
"<iNC""i
00
Ol Ol
~ Ol
oct:i
.... ....
o"<t
-.:ict:i
000
"<t (f) 0
(') a:J N
...---L()-r--:
.... (') 0
(') (f) 0
0- ~
~
~?fl.
~C!
~
';$?,';$?,?fl.
DDo)
"<iNC""i
00
Ol CD
.... co
cON
co ~
"'"<t
-.:ict:i
000
"<t OJ '"
"<t (') co
GT (0-..n
.... N Ol
OJ (f) '"
0)- ci
~
~?fl.
~C!
~
';$?,';$?,?fl.
DDo)
"<iNC""i
00
'" ....
Ol '"
cxiai'
CD"<t
~ '"
..nct:i
000
a:J.... '"
a:J ~ 0
c6...--- ci
a:J ~ 0
LO (f) N
0)- ci
~
?fl.?!.
'" co
~ci
~ ~
';$?,';$?,?fl.
DO'f""
-<:tNcf
00
00
0'"
..nct:i
N co
co N
..nct:i
000
a:J OJ ....
o ~ N
o-m-o)'
N OJ ~
NLOCO
0)- ai'
~~
~r--:
~~?fl.
D~:
00
N '"
'" ....
-.:far)
CD"<t
'" 0
<Dr--:
000
o"<t"<t
o (f) CD
GT...---M'
(f).... '"
~ (f) co
0)- ai'
?fl.?!.
.... 0
cOo
';$?,';$?,?fl.
N~N
0u-.icD
~
00
'" CD
"<t"<t
cxiai'
"<t"<t
.... '"
cD cD
000
"<to"<t
a:J 0 co
a-a-ci
o LO '"
(').... 0
c6 ai'
111
'"
X
"
I-
111
!:
o
:;:;
"
U
x '2
{J. ::I
111 E
'" E
c; 0
lIlO
111
Q) '"
(/) '"
:.eLL
~g~
.0 ~ :E
";:: LL U
1:5 (/) s::::
~~.t
';$?';!?,';$?,';$?,';$?.,?fl.
(00(00000
NLric:iLriLriC"i
000000
<DCONNDOO
...-- D...-- N N """"
0)- 0- 0- - 0- ci
('I) ('1)...-- L() ("')
mCOL() oo::r
0)- GT M
~
';$?';!?,';$?,';$?,';$?.,?fl.
(00(00000
NLric:iLriLriC"i
000000
D m(DLO_
I'-- ('I) L() ...- D 00
L()- L()- c6 - (0- M
...--0)0 o;:;tCD
I'-- <D L() 0
0)- GT M
~
';$?';!?,';$?,';$?,';$?.,?fl.
(00(00000
NLric:iLriLriC"i
000000
<D<DI'--D"<;j""(II')
NO)D...-NCD
1'--- (61'--- -(6cxi
O)<DO ('1)0
o;:;t L() L() """"
0)- GT N
~
';$?';!?,';$?,';$?,';$?.,?fl.
(00(00000
NLric:iLriLriC"i
000000
('I) N L() L() L() 0
I'-- I'-- L() D I'-- 00
(0- o;:;t- L()- - 0)- ~
coo;:;to NCO
N o;:;t lO (II')
0)- N- N'
~
';$?';$?';$?';$?..';$?..?fl.
(00(0000)
NLric:iLriLrici
000000
DO o;:;t 0 1'--_
o (")OOlOO)
lO- CO- o;:;t- - (")- ~
I'-- NON (II')
0(") lO 0
0)- N- N'
~
';$?.~~~~~
Nc00~~M
000000
o I'--<D 1'--0) 0)
COO)No;:;tCO(ll')
N- CO- 1'--- - 1'--- r::Ii
o;:;t 0 (") (") N
0) (") lO 0)
CO- N- ~
~
';$?.~~~~?fl.
....LO.c:io;:;tLriCO~
o::t"'fcO-
000000
ONOOON
O...--ONO(ll')
lO-O-CO- -O-~
lO (") o;:;t CO_
I'-- ...-- lO Ln
CO- N- ~
~
111
'"
X
~~
(5 ~~
0=
0::5
~
'0
~ ill
~~~~
';$?';$?';$?..?fl.
UJO~-
c:ic? ~
0000
ONO)_
o;:;t NO""""
I'---CO-O)-~
NONCO
~ a:J Ol
N-...--- M'
';$?';$?';$?..?fl.
UJO~,,!
c:ic? ~
0000
N o;:;t <D N
CO...--<DCO
<D-o;:;t-co-ai'
...-- <D N 0
~ a:J 0
N-...--- ~
';$?';$?';$?..?fl.
UJo~,,!
c:ic? ~
0000
O)O)o;:;tN
N I'-- N (II')
<D-...---co-ct:i
ONNLn
~ OJ 0
N-...--- ~
';$?';$?';$?..?fl.
UJo~,,!
c:ic? ~
0000
(') N CD
CONCOOO
lO-"'---I'---~
O)CONO
o OJ ~
N-...--- ~
';$?';$?';$?..?fl.
UJoUJLn
c:iu? ~
0000
a:J 0 Ol
(") lO o;:;t N
lO-N-I'---uf
COo;:;tNLn
o 0 ~
N-N- ~
~~~~
Na)cO::
0000
cooooo
o lO 0 Ln
lO-O-I'---N'
o;:;t N N 0)
o"<t "<t
N-N- ~
~~~~
c:i ~ci
0000
o 0 ~
0...-- 0_
lO-<D-lO-ct:i
O)NNoo::J'
OJ 0 0
...---N- ~
~~
~ ~ J!!
~ ~ ~ .~
co 0) (/) 0..
2 ~.~ ~
co 0) ---l lfl
D...~ Q) ~
8~~~
ama-:::;
';$?';$?';$?';$?.';$?..';$?..?fl.
~OOOOOf'o.:
NNNNN
0000000
...-- o;:;t 0 0 I'-- (") Ln
lO I'-- N N lO o;:;t co
~-~-N-t8-c;-gs-~
lO ...-- o~
';$?';$?';$?';$?.';$?..';$?..?fl.
~OOOOOf'o.:
NNNNN
0000000
lOo;:;t<DNCOCO(ll')
I'--CO...--...--lO<D_
(")-o;:;t-N-o;:;t-O)-I'---N'
coO) lOO)CON
lO ...-- o~
';$?';$?';$?';$?.';$?..';$?..?fl.
~OOOOOf'o.:
NNNNN
0000000
NNN<D(")<D_
...--0...--0 <D 0) 0)
lO- -N-(,,)-I'---lO-~
1'--0) lOO)coo
lO ...-- o~
';$?';$?';$?';$?.';$?..';$?..?fl.
~OOOOOf'o.:
NNNNN
0000000
NI'--CONNI'--OO
<DNOOI'--NO)
<D-I'---N-N-lO-o;:;t-r--:
<DCO lOO)cooo
LO ~ Ol
';$?';$?';$?';$?.';$?..';$?..?fl.
UJOOOOOf'o.:
NNNNN
0000000
lOOo;:;tOo;:;tNLn
N<DOOCO<D(II')
CO-(,,)-N-"'---(,,)-N-~
lOCO lOO)CO"",,"
LO ~ Ol
~o~~o~~~~~~
NC?~c:ic:i:t
0000000
0000000
0000000
O-O-N-O-N-...---uf
lOCO lOO)COLn
LO ~ Ol
~~~~~~~
c:i<9c:ic:iNN
0000000
0000000
0000000
O-O-(")-O-N-...---ct:i
OlO ...--0) co (II')
LO~ co
>-
a3 (/) (/)
<l Q) Q)
o e e
D=iL~
"'0 C Q)
(/) Q) Q) 0)
~~~~
~~~J~
"3 .~ ~ ~ Ero~
o 2 0 0
OOLLO:O:
';$??fl.
DO
c0M
00
a:J co
00
lO-uf
OJ Ol
N N
';$??fl.
DO
c0M
00
OJ Ol
"<t"<t
<D-ct:i
a:J co
N N
';$??fl.
DO
c0M
00
LO '"
~ ~
co-r::Ii
.... ....
N N
';$??fl.
DO
c0M
00
LO '"
00
o-ci
.... ....
N N
';$??fl.
DO
c0M
00
a:J co
~ ~
N-N'
(f) CD
N N
';$??fl.
N N
NN
(') '"
00
"<t"<t
LO '"
o;:;t-~
LO '"
N N
';$??fl.
mOl
--r'Y
00
N N
LO'"
N-N'
OJ Ol
~ ~
111
(/) '"
~+:i
iL~
oil '"
(/)0..
Q)ell
2'111
ro '"
-<= !:
Oii:
J!!
!:
"
(/)(;
~~
E '"
Q)'"
(/) '"
':iLL
Ll
E
ill
[t:
f-
a
o
LL
~~~~~~
N N
000000
o o;:;t 0 o;:;t N 0
NO (") (") o;:;t (")
N-O-lO-O-I'---lO-
(") 0 0 lO o;:;t (")
LO~ OJ
(")- (")-
~~~~~~
N N
000000
lO<DlOO)(")CO
OI'--O)<DlOO)
<D- CO- (")- 0)- lO- (")-
o;:;t 0) 0 o;:;t o;:;t o;:;t
"<t a:J
(")- (")-
~~~~~~
N N
000000
OO)NlO<DN
Oo;:;t<DO<DCO
N-I'--- N- 0)- (")- o;:;t-
<DO)Oo;:;to;:;tlO
(') ....
(")- (")-
~~~~~~
N N
000000
Oo;:;tONNCO
ON (") o;:;t co I'--
a~f ~jf c;- ~- ~- 0-
N (f)
(")- (")-
';$?';$?';$?.';$?..';$?..~
0(0(0(0(0
M
000000
000000
OOOCOOCO
O-lO-O-I'---O-N-
oO)oo;:;to;:;tco
N LO
(")- (")-
~~~~~g;
o::t c:ic:i0c0
000000
o;:;t<DOOOO
1'--00COo)lO
u:;- b- ~- ~- N-~-
<D ...-- , 0
(")- o;:;t-
~~~~~~
g~c0c:iN~
000000
0)00000)
NOOCOOO
...--- <D- 0-1'--- lO- 0-
u:;~~o;:;t~gs
(")- (")-
.2!
g ~ ~
.~ Q) Q) "'0
..c Q) () > C
U)E:.::J:';::::::;:::::l
~~~a3Q)
C ~ ~ g n:::
Q):.o Q) - 0
5) 0 5) ~ 0
[t::2;mi:L:2;
Attachment number 2
Page 2 of 11
';$?';$?';$?.';$?..?fl.
OUJUJ~_
c0c0c0c0M
00000
<D<DlOI'--Ln
lOCO<DOoo::J'
o;:;t-lO-(")-o;:;t-~
...-- N lO 0) N
o o;:;t ...-- lO 00
...---N-<D-O)-M'
~
';$?';$?';$?.';$?..?fl.
OUJUJ~_
c0c0c0c0M
00000
(") <D 0 """"
OCOlOo;:;too
lO-(,,)-lO-o;:;t-~
co o;:;t o;:;t I'-- 0
O)(")O)Noo::J'
N-lO-o)-M'
~
';$?';$?';$?.';$?..?fl.
OUJUJ~_
c0c0c0c0M
00000
N 1'--0 0) CO
(") lO lO (") (II')
<D-o;:;t-o;:;t-lO-r::Ii
lO<Do;:;t<Do)
0) N 1'--0) 0)
N-lO-CO-N'
~
';$?';$?';$?.';$?..?fl.
OUJUJ~_
c0c0c0c0M
00000
I'-- 0) o;:;t 0 (II')
o;:;tO)NI'--Ln
CO-I'---O-<D-~
NCOlO<DO
o)...--lO<DCO
N-lO-CO-N'
~
~~';$?.~?fl.
NNLri::~
C";'l (") ,
0J
co
'"
00000
(")OlOCOCO
o;:;tOlOO)O)
c;-~-8-r:-~
0) ...-- (") (") N
N-lO-CO-N'
~
~~';$?';$?.?fl.
~~~c0~
00000
o 0) o;:;t (") """"
OCO(")NN
lO-O-O-<D-ai'
o o;:;t 1'--...-- 0
CO 1'--0) lO 00
N-(,,)-I'---~
~
~~g;~~
~cOe0cO~
00000
lOOI'--N(II')
(")CO(")lO_
I'---o;:;t-O)-...---~
(") lO 0) 0) """"
o o;:;t I'-- N (II')
"'---N-(,,)-I'---~
~
Q)
>
~
ill
<l
o
o
o
~
~
Ll
::J
(/) ><
~ ro
Qjf-
e II!
(iiL
~
~:a
o !:
o ~
E
>< '"
ro >
f- 0
(fJ ~
a'tteil # 17
-
~ 111
.2! "
" U
i:: l!!
" 0
",LL
(3 ~
0>-
~~
oii:
-
111
"
U ~
'" "
:; '"
LL>-
'"
:;
."
'"
J:
U
'"
'"
::J
!:
'"
>
~
~~~~~~~~~~~~~~~~~~~~~~~~~~
NNNNNNNNNNNNNNNNNNNNNNNN
D D D D
... (")0)L()"<;j
~("')o)l'--('I)<D
>- ~ g-~-u:;-~-
(;_('1)0) ('I)
Uo
IIlN
ii:
0000000000000000000
ro~DL()('I)DDNro<DI'--NNI'--DDN~ro
Dro('l)('I)I'--('I)('I)D<D~('I)~('I)~NNL()~<D
N~~~~~~N0~m~roN~~~~~
I'--ml'--Nm I'--D~m('l)roroL()L() ~
N o;:;t o;:;t <D
6
~~~~~~~~~~~~~~~~~~~~~~~~~~
NNNNNNNNNNNNNNNNNNNNNNNN
D D D D
o;:;t ('I) "<;j"" <D
... o;:;tO('l)D
~ ~ ~-gs-~-~-
>_('I)CO ('I)
o;~
Uo
IIlN
ii:
0000000000000000000
I'--DNI'--L()~~<D <DNl'--mONN GIN
<DDCOmCONNI'--I'-- ~~L()<D ~('I)CO
DN~ro~~~Nro~~N0ro~~~~~
I'--ml'--Nm ~~~m('l)COI'--L()L() ~
6
~~~~~~~~~~~~~~~~~~~~~~~~~~
NNNNNNNNNNNNNNNNNNNNNNNN
D D D D
gs8~<D
- c6 0- 0)- GT
~(0~-<:t~
o;~
Uo
IIlN
ii:
0000000000000000000
CODI'--CO cocomm<D ('I)mD<D<DD~L()
NN('I)<DD <DCOCOLOCOCO DO('l)N('I)
mDN~N~~~D~~~~~~~~~~
<Dml'--Nm ~~~m('l)col'--L()L() ~
6
~~~~~~~~~~~~~~~~~~~~~~~~~~
NNNNNNNNNNNNNNNNNNNNNNNN
D D D D
o;:;t L() co co
~ 0 co_~_~_~_
>-...--L()o;:;t...--
r),('I)CO ('I)
0;0
Uo
IIlN
ii:
0000000000000000000
N('I)L()~ NNm('l)~o;:;t ('I)~NND~L()
mo;:;tmo;:;tN ~NL()~NN~DDN N
~~~gg~~~g~~~g~~~~~g
'" o;:;t ('I) o;:;t
6
~~~~~~~~~~~~~~~~~~~~~~~~~~
NNNNNNNNNNNNNNNNNNNNNNNN
DODD
(') (') 00
... ~COo;:;tD
~ ~ ~-~-~-~-
cb('l)CO ('I)
0;0
Uo
IIlN
ii:
0000000000000000000
mD~o;:;to;:;t~~~NCODDDDDDDCO~
L()~L()('I)o;:;tDDD~NCO~~('I)DD Do;:;t
~g~g~~~~~~~g~~~~~~~
N o;:;t ('I) ('I)
6
~~~~~~~D~~~~~~(f)~~DO,
~ 0 0 ~ ~ oj ~ ~ '"J ~
co~~~~~~~~~~~~
CDc?NDDD~~~gD~
DODD
o;:;t 0 0 0
~ o;:;t L() 0
_ 00 m-D-~-o;:;t-
QlomNo;:;tD
i~NCO ('I)
m~
0000000000000000000
CODDm DDNL()DDDDDDDDDm
NDNN~DDL()('I)DDDDDDDDDm
~~roN0~~~ro~DDD~DD~~~
~CO~DCO N~...--m('l)CO~L()L() ~
N o;:;t ('I) N
6
~~~~~~~~~~~~~
~~~~~~~~~~~~
~~~ ~ ~ ~~Qo
00000000000
L()o;:;tDDD('I)DL()('I)('I)D
L()NL()DDCOo;:;t ~o;:;tD
_ """" L()-~-~-o;:;t-N-m- -o;:;t-~-('I)-('I)-
QlO('l)...--o;:;tL() L() m~D
C)I('I)CO ('I) ...--
."CD
~~
000000000000
~~~88888888~
~- ('1)- N- 0- 0- 0- 0- 0- 0- ('1)- o;:;t- o;:;t-
Nco...--m('l)CODo;:;to;:;t ...--
"<t (') (')
6
Q)
:J
C
~ "~ ~
8' ~ ~
D= 1:5 (/)
(/) <( :s
() ro 0
~"o ~
E ~ 0
<(UJ0
t5
(f) (f)
~.8
'u;
:> ~
o
ro :~
~ E
n::~~
"~ g&
g:.c-o
:J (f) 0
mLLer
!:
o
:;:;
"
l!!
U
55~
well
~ 0::: VI
~ro ~
(/)roU)~:
Q)U)~g-
~ ~ ~ ~
co ~ "Ql ill
mf-Of-
(f)
Q) Q)
:.;:::::; ()
~ ~ ~"~
~ a3 c <f Co U) (/) "~
tf~5)~~O~ ~LL
~ "~ n:: "~ ~ c 1:5 ~ ~
"~ Q) ~ n:: "~ ~ ~ .Y ro :J
Q) U) ro c LL "00 c Q) Co en 0...
~i~~i~~~i
O-oO-O-UJO-O-erUJ
c
o (f)
"00 Q)
"~ ro
EUJ
~ "~
ro (f)
CD ~
c c
Q) 0
00
roro
cc
Q) Q)
erer
Attachment number 2
Page 3 of 11
~~~~
c0c0Dc0
D D
00 D
00 0)
~-o;:;t-
~ (')
D
00
r--
u:;
~~~~
c0c0Dc0
D D
0) 00
(') 00
~-('I)-
~ (')
D
r--
N
6
co
~~~~
c0c0Dc0
D D
0)
0) 00
L()-N-
~ (')
D
D
00
00-
"<t
~~~~
c0c0Dc0
D D
co (')
"<t 0)
L()-...---
~ (')
D
00
(')
r---
"<t
~~~~
c0c0Dc0
'"
co
'"
D D
D D
D D
L()-...---
~ (')
D
D
D
(f)-
"<t
~ ~ ~ ~Doo
00 0
u? ~ g ~,'
"'
D D
D D
D D
co- ...---
~ (')
D
D
D
0)-
"<t
~~~~
DODD
DODD
DODD
DODD
m-...---~-~-
~ (') co
1:-
"
i;
:::;
c ro
~ c
"00 Q)
Q) er
~ ~ [5
~~&
>- --' >-
Co CD Co
nEn
:.::iO:.::i
Item # 17
-
~ III
.2! "
" U
i:: l!!
" 0
",LL
(3 ~
0>-
~~
oii:
~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~-
NNNNNNNNNNNNNNNNNNNNNNN
00000000000
... o;:;t(Do;:;t<D<DD<D<D<D<DLO
~ ~ L() ::_~_~_~_~ ~_~_~_~_L()
N r--
c;~
Uo
IIlN
ii:
0000000
O)...-N<D<D...--(")
COCON(")O)"<;j""
o;:;t- -(60-(61'---
N N N...--
N
DDDDO
L() <D D o;:;t 0
"<;jmcomoo::J'
(6 -I'---~
(') 0
"<t ~
.;
~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~-
NNNNNNNNNNNNNNNNNNNNNNN
~
"
",N
>-~
c;::
Uo
IIlN
ii:
00000000000000000000000
(")NCOCOI'--D(")I'--CON~CODI'--<DL()(")(")~L()<Dm~
L()!'--(")(")!'-- NI'-- L()L()N~DCOL()N ~L()I'--NM
...--- GT L()- (0- 1'--- (0- 1'--- L()- o;:;t- (6 (6 0)- (6 1'--- (6 - 1'--- ~
I'-- GIN ~~
.;
~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~-
NNNNNNNNNNNNNNNNNNNNNNN
-
III
"
U ~
'" "
o~::
LLC;~
Uo
IIlN
ii:
00000000000000000000000
NCON~COD coaO)(")O)NNCOL()L()(")(")L()Nmoo::r
LO(D(")L()(D CO<DO(")L()(D m(") D ~"'-I'--COO
...--- GT (0- (0- (6 (0- 1'--- L()- (0- - L()- 0)- (6 1'--- (6 - (6 ci
I'-- N ...-oo::r
N "<t 0>
M
~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~-
NNNNNNNNNNNNNNNNNNNNNNN
~
lllo
>-~
C;~
Uo
IIlN
ii:
00000000000000000000000
~~~~~D~~~~~~~~m~~~~~~~~
"---GTr:=-~- (6~-(6L()- ~-~-L()-c6L()-(6 L()- -gs-g
N "<t co
M
~~~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~ci
~
"
",0>
>-0
c;gg
Uo
IIlN
ii:
00000000000000000000000
~~~8~D8~~~~~~~~~~~~~~~M
"---GTD-~- (6~-(6L()- GTD-L()-c6L()-(6 L()- -(6N'
~ NO m~
N (')....
M
~~~~~~~~~~~~~~~~~~~~~~~
~~DDm~~DL()0NDDD~~D0roD~D0D~
D~~~~D~~~DDDg~D~DD~D~~~
_ CO
"'0
",.
."....
::10
m~
00000000000000000000000
DDDDDL()~DDDDDL()DDDL()~DDD 0
L()L()L()DL() DL()L()DL()DDL()DDL() ~D~ro~
~-~-L()-~- L()-L()-~-L()- N-~-L()-ro-L()-~- L()- -0-("')'
m ~ Nm ~~
"<t ....
M
~~~~~~~~~~ ~~~~~~D>_~~~~~
~~DD ~ 0 DDm~DVJ DmD 00000
DD~N D~D~~CD~~DN~~DDD0M
'"
:;
."
'"
J:
U
'"
'"
::I
!:
'"
>
~
- ....
"'0
"'.
."CD
::10
m~
00000000000000000000000
DD~DDL()L()DDDDDDDDDD~DDD~N
L()L()~DL() L()L()~DL()DDDDDL() ~DDDO
~~~m a~0~ aa0roro0 ~~N~
~ N NL() ~~
M
Q)
(f)
::J
ro
c
5 ~
~s-g
(/) Q) 0 0
~~~~
~ri~~
~~ ~"~
<(UJ>>
(lJ
OJ
C
(/) (/) ~
C 0.. en
~~ ~ -5 ]l
~~~~ tf
EO:::LLU)(/)~
~ ~ "~ ~ "~ ~
ritf~~8~
~ ~ "6, ~ 2 ~
~oCiJ~~~
III '"
6 Q) ~.~
~n tf (/).r;~
Q) iE~(/) 0) O)~o_
~ ~ ~ ~ ~ ~ ~~ ~ .~ ~
"~ Q) ~ ~ 6 co :g 8 0 Q) QI 0
iL "~ ~ ~ n 6 2 & Q) 0, "~ ~ ...
~ ~ & > ~ ~ ~ ~ ~ "~ ~ .r;o~ ~'"
~ Q) ~ ~ "~ ~ c ~ g ~
~:3 ~~~Q)~o-g ctI
00- LLf-OOUJ-'O- <3
o Q)
~:3
UJO-
~~~~
DODO)
~~~M
DODO
~ ro ..-- ~
N ~ L() ~
~-~-D-pf
~- ~~
~~~~
DODO)
~~~M
DODO
"<t LO 0
~ ~ L() ~
..---~-ro-~
r-- OJ....
~_ 'o::I'~
~~~~
DODO)
~~~M
DODO
~Dro'o::l'
~ L() ~ ~
ro-~-L()-r::Ii
~ OJ ~
~_ 'o::I'~
~~~~
DODO)
~~~M
DODO
~ ~ m 0
m~roN
~-~-N-..n
(f) OJ CD
N_ (II')~
~~~~
DODO)
~~~M
DODO
~~roO)
..-- N..-- ~
m-~-D-("')'
OJ ~
N "'.
~~~~
g~~~
DODO
ro N L() ~
N ..-- L() 0)
N-~-~-("')'
r-- ro CD
..--_ N~
~~~~
~D~M
DODO
DODO
DODO
D-~-L()-ai'
(') ro ~
(f) ....
o
o
0-
J:
(f)
ro
o
(f) (f) (f)
O)cO)QI
C Q) C E
"c :.::i "c 0
Co C Co u
wow.E
-m-m-mVi
CD CD CD f!:!
cccS
.=
~~~~~~
~~~~~~
000000
~L()N~D~
m L()..-- 0 ~ m
~-N-N-L()-L()-L()-
OJ N (')
..--..--..-- ..--
~~~~~~
~~~~~~
000000
~~~~~~
N N L() N ~
0;- ~- ro- (0- L()- L()-
..--..--..-- ..--
~~~~~~
~~~~~~
000000
~~~~~~
L()-~-L()-~-L()-L()-
ro a N
..--..--..-- ..--
~~~~~~
~~~~~~
000000
L()D~D~~
ND~~m~
D-~- -~-~-L()-
ro a N
..--..--..-- ..--
Attachment number 2
Page 4 of 11
~~~~~~~~~~
0000000000
~~~~~~~~~M
a a a
OJ ro "<t
"<t (f) (f)
~-L()-~-
(f)
N
000000
L()L()m~ro~
~L()~mm~
ro-~-L()-~-~-~
~
~
~~~~~~~~~~
0000000000
~~~~~~~~~M
a a a
a r--
(') LO ro
~- L()- ro-
LO
N
000000
~roN~~'o::I'
~~~~..--~
~-L()-L()-~-ro-~
~ m N;!:~
~
~~~~~~~~~~
0000000000
~~~~~~~~~M
a a a
N LO (')
(') (')
~-L()-~-
N
000000
Nm~~N_
~ro~L()~N
r:=-~-L()-~-~-~
~
~~~~~~~~~~
DDDDDDDDD~
~~~~~~~~~ci
a a a
~mD
L()-L()-~-
"<t
N
000000
~roD~N(II')
~..-- ~ ~ L() ~
~-D-L()-~-~-r::Ii
~ m N """"
o.
~~~~~~~~~~~~~~~~~
DDDDDDDDDDDDDDDD~
~~~~~~~~~~~~~~~~
"<t
co
'"
0000000000
DDDDDro~~~D
DDL()DroN~~Dm
L()- 0- ro- 0- ~- L()- N- L()- L()- ~-
~DDN N ~
..--..--..--..-- N
000000
m L() L() ro L() """"
~ L()..--..-- ~ 0
<D-~-L()-~-~-~
o.
~~~ 00 ~o~ oo~~o~
mm ro~~roro~Dro~~DD~~
Nm1CDDC~~~CD0~~D_
0000000000
DDDDD~DDmD
DDL()Dro D~roD
L()- 0- ro- 0- ~- L()- N- L()- ~- 0-
~DDN N ~
..--..--..--..-- N
~~~
DDm
DD~
000
000
a a a
~- o;-~-
o
(f)
~
ro
c
Q)
[t: (f)
(/) C .!2
~g~~
c..a"~ EO
Q) E 0- ::J E
0:::J-5-50
~~~~~
'- '- en en 0
ririujuj~
000000
mDDDD_
~DDDD""""
~-L()-L()-~-L()-("')'
L() ro N ~
o.
:!!.
~r--
c0
:!!.
~~~~~~~~~~
g~D~~DDDDu-i
"<t
00
0(')
ro
~-L()-
0000000000
D~DDmDDDD~
L()~DD~DDDD~
~-~-D-ro-~-D-D-L()-L()-r::Ii
D~L()ro..-- NO
LO N.
Q)
11) ()
o S
o Q)
~~-6~
t):::::lOiE
Q) C en ro
CD~~~
c 0:: g' ~
ED
ro Q)
o ~
art
17.i r.n
.3 c
Li
E
ill
Q) ~ ~
~ ~"~
> (/) (/) 0)
o Q) Q) C <(
..0 0:: C Q) '-
~CO~E:5
~~~~~
~~~~E
c"l6~~&
cc
Q) Q)
E E
(f) (f)
(f) (f)
Q) Q)
(f) (f)
(f) (f)
<(<(
ill
LL
-0
ro '"
<l::l
E !:
c '"
o >
c~~
Q) to III
~ g g
(/) ~ ~
c ~ ctI
6f-=
~ E ~
is ~ ~Item # 17
-
~ III
.2! "
" U
i:: l!!
" 0
",LL
(3 ~
0>-
~~
oii:
-
III
"
U ~
'" "
O~::
LLC;~
Uo
IIlN
ii:
~~~~~~~
c0c0c0c0c0
00000
... N(")L()L()O
~ ~ ~-~-~-~-:-
C;N~D~a;-<:t
u 0 (")-..---
IIlN
ii:
~~~~~~~
c0c0c0c0c0
00000
I'-- o;:;t 0) N
... O)NN(")L()
~ ~ ~-~-fg-~-~-
>_<Do)_o;:;t_CO
c;_ N...--
Uo
IIlN
ii:
~~~~~~~
c0c0c0c0c0
00000
maCOD
('I) I'-- 0) ('I) CO
1'--- GT c61'--- o;:;t-
o;:;t...-- D L() ('I)
<DCOO;:;tCO
N ~
~~~~~~~
c0c0c0c0c0
00000
NI'--<Do)"<;j""
~ 0 ~-~-~-~-~-
>-N...--<DNC0
m<DI'--C0CO
0;0
Uo
IIlN
ii:
N ~
~~~~~~~
c0c0c0c0c0
';$?,';$?,?fl.
UJUlLn
cv:icv:iC""i
a a 0
(]) 00 N
N<OCD
--<:t-~
(') co CD
N ~ CD
<D
';$?,';$?,?fl.
UJUlLn
cv:icv:iC""i
a a 0
r-- co It>
"<t"<t N
(0-m-o)'
N"<t '"
N~"<t
<D
';$?,';$?,?fl.
UJUlLn
cv:icv:iC""i
a a 0
A'"
(])"<t"<t
L()-o;:;t-~
~"<t N
N ~ N
<D
';$?,';$?,?fl.
UJUJ(")
cv:icv:iC""i
a a 0
N ~
<oco~
c6 0)- ~
a (') ~
N ~ 0
<D
~~~
UJUJ;
cv:icv:i,,;,
000000000
I'--I'--('I)coo;:;to;:;t<DOO)
... NI'--N('I)COL()L()COM
~ ~ 2;-~-~-8-~-"-- D-~-~
C;gg<D~_~_CO N"'--~
Uo
IIlN
ii:
'"
:;
."
'"
J:
U
'"
'"
::I
!:
'"
>
~
?fl.~~~~~~
Lria:icv:ir--.:-<i
_ co
"'0
",.
."....
::10
m~
00000
...-- co o;:;t ('I) co
('I) I'-- ...-- <D I'--
!'---a-!,---L()-GT
L() o;:;t I'-- N ('I)
L()(DNO)
N ~
?fl.~~~~~~
I'--~Ncv:i0
- ....
"'0
"'.
."CD
::10
m~
DDDDQ
Oo;:;tN('I)CQ
L() L() L() co
c6 c6 0- (0- 1'---
N ...-- "<;j <D N
L() o;:;t_N_CO
N ~
."
e
-oG: -0
3 CD 3
LL:;;: LL
ill Q) Q)
roU)-g~
:;;: oil :J >
EQjLL:g
~~~3l
~~?fl.
0-<i~
,"
a a 0
(') (]) CD
<0 co co
ro-~-g
'"
.,;
';$?,';$?,?fl.
I'--Cn~
-<:t";'
a a 0
(]) co ~
Noo....
c6 (6 ("')'
r-- ~....
~ N It>
.,;
-0
3""0-0
LL 3 c
o LL :J
.~ .:::t::. LL
~ ~.~
&<{~
';!?,';$?,';$?,';$?,';$?,';$?,';$?,?fl.
UJUJUJUJUJUJUlLn
cv:icv:icv:icv:icv:icv:icv:iC""i
00000000
o;:;tO...--DffiN('I)O)
co...--o;:;to;:;t('.Jo;:;tl'--_
f;f ~~f b- ,.-- u=;- ~- ~- ~
lON<D <D_
- - -.:i
';!?';!?';!?';!?';!?..';!?..';!?..?fl.
UJUJUJUJUJUJUJLn
cv:icv:icv:icv:icv:icv:icv:iM
00000000
<D lOlO<D('I)<DN
1'--('1) 0 ('I) lO 0) 0) 0)
~-~-fri-"--~-~-N-~
lO ,.- lO <D 0)
- - M'
';!?';!?';!?';!?';!?..';!?..';!?..?fl.
UJUJUJUJUJUJUJLn
cv:icv:icv:icv:icv:icv:icv:iM
00000000
<DO('l)OCOI'--NCO
('I)O)lO('I)CO,.-NM
~-~-8-"--~-~-N-~
lO ,.- lO lO 00
- - M'
';!?';!?';!?';!?';!?..';!?..';!?..?fl.
UJUJUJUJUJUJUJLn
cv:icv:icv:icv:icv:icv:icv:iM
00000000
('I)o)<D<D OCO
<DCOI'--NN,.-lOM
lO-I'---O)-,.--<D-('I)-o--.:i
('I) co o;:;t o;:;t I'-- N _
lO 0 o;:;t lO """"
- - M'
';!?';!?';!?';!?';!?..';!?..';!?..?fl.
UJUJUJUJUJUJUJLn
cv:icv:icv:icv:icv:icv:icv:iM
00000000
Oo;:;t<DNO('l) co
lOOI'--NI'--I'--CO"",,"
1'---,.--o-,.--o;:;t-('I)-O)-r::Ii
u=;~~ o;:;ttR ~
- - M'
~ ';!?. ';!?. ~ ';!?. ~ooo ';!?. ~
en I'-- -<i 0 cv:i ,.,
cv:i-<i-<il'-- 0~u-i
00000000
ooO)coO)oo;:;to
OlO('I),.-,.-O,.-oo::J'
O-lO-('I)-,.--('I)-lO-O)-r--:
o ,.- lO o;:;t ('I) co
lOO('l) lO oo::J'
- - M'
~';!?';!?~';!?..~~';!?..
lO N N '-V D ,OJ v, ro
~~Lri~ D~a)
a
a
or--
0-1'---('1)-
"<t <0 (])
"<t (]) N
0000000
1'--('1) 0 I'--o;:;t N
o;:;to;:;t<D('I)"",,"
N-lO-('I)-N'
"<t"<t '"
co N
M
III
'"
~
"
-oJ:
cO
~:g
0>
cO
~ E
ro."
D-<(
()
>
(fJ
oil
(/)- -g
~-g~
~ ~ 03 -0
2: 03 ~ c
~-~~~~
oE03LL~
6 .8 ;g ~ "~
o (fJ > 0:;;;
III
'"
~
-0 "
eJ:
:JO
LL '"
Qj U
c '2:
OJ '"
-00'"
3 5: ...
LLQ)~
g>~O
:52..0
Co Co
D-I
';!?';!?';!?';!?';!?';!?';!?';!?.';!?..';!?..';!?..';!?..';!?..?fl.?fl.
DDDD~DDDDDDDDo)N
NNNN cv:icv:icv:icv:icv:icv:icv:icv:iNM
000000000000000
lOlOlOo,.-o;:;t('l)lO,.-CO,.-('I),.-NM
<Do;:;tN,,-l'--lOCOo;:;t('l)O)o;:;t('l)COOOCO
N-o)-I'---N-lO-('I)-<D-CO-CO-CO-<D-o;:;t-o--.:ir--:
I'--lOOlO,.-('I)OlOO)lOooO"",,"Ln
('I) NI'--"-O"-No;:;t"-COoo::J'N
('1)-,.-- -r::Iiai'
~
';!?';!?';!?';!?';!?';!?';!?';!?.';!?..';!?..';!?..';!?..';!?..?fl.?fl.
DDDD~DDDDDDDDo)N
NNNN cv:icv:icv:icv:icv:icv:icv:icv:iNM
000000000000000
o;:;tCOlOCOl'--l'--o;:;tN('I)o;:;tI'--O)<Doo::J'_
('I)N,.-Oo;:;t,.-('I)<DlOo;:;tlON('I)COOO
~-fg-~-U=;-N-N-~-~-~- lO-~- o-~-~~
('I) N1'--0 O,.-N('I)"-I'--NCO
('1)-,.-- -r::Iir::li
~
';!?';!?';!?';!?';!?';!?';!?';!?.';!?..';!?..';!?..';!?..';!?..?fl.?fl.
DDDD~DDDDDDDDo)N
NNNN cv:icv:icv:icv:icv:icv:icv:icv:iNM
000000000000000
coo;:;tO)COCO('l)O)O)NNCOo;:;to;:;tOOM
,.-,.-OONo;:;to;:;t<DO),.-O('l)o;:;tN_
co- 1'--- ('1)- 0- 0)- - co- 1'--- <D- o;:;t- ('1)- co- 1'--- Lri' ~
lOlOOlOOO)NO)COo;:;tCOO)O)O"",,"
('I) N<DO)O),.-N('I) <DOO
N- -r::Iir::li
~
';!?';!?';!?';!?';!?';!?';!?';!?.';!?..';!?..';!?..';!?..';!?..?fl.?fl.
DDDD~DDDDDDDDo)N
NNNN cv:icv:icv:icv:icv:icv:icv:icv:iNM
000000000000000
<DNI'--Oo;:;tO)O)('I)CO NCOOO)CO
,.-OO,.-,.-N,.-<Do;:;tOO)o;:;tooo::J'O)
U=;-~-D-~-~- I'---Q-~- co-M- I'---~-~-gg
('I) N<DCOO),.-N('I) <D"",,"Ln
N- -r--:r--:
~
';!?';!?';!?';!?';!?';!?';!?';!?.';!?..';!?..';!?..';!?..';!?..?fl.?fl.
DDDDUJDDDDDDDDoo::J'M
NNNN cv:icv:icv:icv:icv:icv:icv:icv:ic7~
000000000000000
I'--NO)o;:;tlOo;:;tCONO) O)OOOLn
NO)O,.-Ol'--('I)o;:;t,.-,.-Ol'--O_N
o;:;t- o;:;t- 0)- co- ('1)- - 0- 0- <D- 0- - N- 0- N' ci
o;:;tlOO)o;:;tOlO<Do;:;tl'--('I)<DO)oco"",,"
('I) N<DI'--O),.-N('I) <DLno)
N- - r--: cD
~
~~~
U?~~
1!~~~~~~~~~;~
000000000000000
No;:;tlOOOo)o;:;t OCOI'--ONNOO
lOCO,.-NOI'--,.-Nl'--o;:;tlOOo;:;tON
1'---('1)-1'---1'---0- -<D-O;:;t-O-CO-O-O-I'---Lri'M'
('I)lOO)o;:;tO,.-O),.-lONlOO)o;:;tNO)
('I) N<D<DO),.-N('I) 000_
N- N-r--:r--:
~
~g;g;
-<iu?~
000
000(')
(')
lO-o;:;t-o;:;t-
~lO~
(f)
Cc
ro ro
(5(5
o OJ
en E
o 0
OI
';!?';!?';!?';!?..';!?..~~';!?..~~?fl.
D<O~DCO"~0~~N~
cv:icciLri '''N'"'N_CO
00000000000
o CO('l)OlOO<D LnOO
O<DO"-,.-('I)oo;:;tCO_Ln
I'---<D-<D-O-('I)-CO-O-O;:;t-I'---r--:M'
O)<DCOOlOOOCOONO)
,.-lOo;:;tO),.-N('I) lOo)""""
N- - cD~
-0
LL
>
OJ
OJCt:
>t)
~~
()
e-o
e
oro
e-'
"00 0....
:J -
oI
I(fJ
o
<C
C
OJ
E
<l
o
Qj
>
OJ-o
-0 e
OJ :J
Ct:LL
~O3
"c 10
E ~
[5 0
Ow
-0-0
e e
:J :J
LLLL
oe
c "Q
~ ~
ro OJ
D-D-
l!!
'"
~'tii
~ ~
-g~'=
Q) ~ Vi
-ot-~
":;: "C ...
(5 s::: C':S
E~c3
2Q1"C
~ 1: ~
U)-;:t
(f) '" '"
roJ:_
(90.5
-0
e
:J-o
LL e
Qj :J
:;;:LL
OJ OJ
~~
0312
~3l
e
o
~
'>
0<c
"!; 0(5
(j OJ
>-e
() ";::
OJ ro
Ct::;;;
Attachment number 2
Page 5 of 11
"
i:
0"
<'1
o
o
'"
"<t
.,;
It>
~
~
N
~
"
i:
0"
"!
o
o
o
N
.;
co
It>
oj
~
~
"
i:
0"
N
ci
o
o
co
'"
<Ii
'"
~
<Ii
~
~
"
i:
0"
CD
9
o
o
'"
'"
6
'"
co
...:
~
~
.!!!
!:
0"
....
<?
"'
co
'"
o
o
CD
....
M
N
CD
<Ii
~
~
"
i:
0"
"!
o
o
'"
CD
...:
....
~
M
N
~
~
~
ai
o
o
....
N
o
"'.
~
N
~
III
'"
i::
'"
III
'"
a:
."
!:
::I
LL
'0
'"
III
:J
III
'"
::I
!:
'"
>
~
S
t=.
Item # 17
~ III
.$ '"
'" U
~ f!
~.f
(3 CO
o~
~~
Oii:
<II
:;
"
<II
.c
U
III
f!
.a
:c
c
<II
><
W
cf.~~~~~~~~~~~
c0c0c0<Dc0c0u1c0c0c0
000000000
caM~;;g~8;~~~:;;:r::
~ _ 0)- <n- <.6 0)- !'--- 1.6 N- 0-
c;~"<:t::: "<:t 00('0
Uo
IIlN
ii:
#-~~~~~~~~~~~
c0c0c0<Dc0c0u1c0c0c0
000000000
co Q!;_ ~_ ~ (0_ ~_ [0_ ~_ ~_ f2_
l1INI'--N "<::t(J)!'--L()(J)(J)
>--<:t...-- "<:t I'--N
-~ ...--
"'~
Uo
.~ N
II.
#-~~~~~~~~~~~
c0c0c0<Dc0c0c0c0c0c0
1;; 000000000
~ co ~~~~_~_~_!_~_~_
~~~~-~- -<:t r--N
lL-O ...--
"'~
Uo
IIlN
ii:
#-~~~~~~~~~~~
c0c0c00c0~c0c0c0c0
000000000
... LOCOQ1C'00<.D0('0('0
CI:l 1'--_('0_('0 "<:t_I'--_O_I'--_C'0_I'--_
11I0"<:tL() mcol'--"<::t"<::tl'--
::~-<:t~ (V) I'--N
"'0
Uo
.~ N
II.
#-~~~~~~~~~~~
c0c0c0oc0c0o""":""":""":
000000000
co ~_~_~~_:;;:_~_:?;_~_R_
1110')('0...-- r--COLO"<:t...--<.D
>o"<:to ('0 I'--N
-c!> ...--
"'0
Uo
IIlN
ii:
cf.cf.cf.cf.cf.cf.~cf.cf.rocf.#.
'#,<:ICOLOO""""':<.DCO .('0COc~~
--ic0c:i,?c0--i~c0ui ON
- 000000000
i ~_~_c;:;~~~~~~
i~:;;:~ t:0-CO-LO--<:t-f2-~-
....
o
o
N
&;~~~~cf.cf.cf.&;rocf.~
'#.<:IN~~~~~~~0 0
"'";- L() 0 0 (V) ~ LO ';- "'";- C c:i ~
!.~~~~8~26f2~~
-0' ch 00_ 0_ ('0 "<:t_ 00_ ...-_ 1'--_ "<:t_ 0)_
:::IOO)L() COI'--L()L()CO"<:t
1:00('00) ('0 <.oN
N
<f)
Q) Q)
g 6 ~
~ ~ (/) ~
.~ .~ ~ ~ ~ Jj co ~
roE! >. o...E ~~.B.~
'" 1lc -,"'", .-g x ~ co co
~ (f) co -a 0 8 w .~ 0 ~ 'g
~ .~ ~ ~ ~ 6 -~ E ~ E -g 5
f= ~ ~ .Q. ~ .~ ~ ~ ~ ~ ~ 0
~rf~~c7)rf.~8-c8-c~
'#. cf.cf.cf.cf.cf.cf.cf.cf.cf.'#.
co lOlOOlOlOOlOlOOoo::t'
M c0c0<Dc0c0u1c0c00M
00
000
0....
(')-N'
'"
l'?
0000000000
<.D I'--lO <.D CO 0)...--0) 0_
"'--N"<:to)I'--O)"<:tNOC'?
(,)-lO-O-(')-<.D-(')-<.D-<.D-O-eD
lO I'--"<:t(') OlOO"","
0) ...-- ...-- ...-- oo::t'~
~
#. cf.cf.cf.cf.cf.cf.cf.cf.cf.#.
co lOlOOlOlOOlOlOOoo::t'
M c0c0<Dc0c0u1c0c00M
00
00
000
(')-a)'
l'?
l'?
0000000000
(,)0)<.D1'--"<:t0...--000
O)O"<:t"<:tlOCOCOOO_
O-lO-<.D-N-lO-(')-N-...---O-oO
N <.D"<:t(') OlOON
0) ...-- ...-- ...-- oo::t'~
~
#. cf.cf.cf.cf.cf.cf.cf.cf.cf.#.
co lOlOOlOlOlOlOlOOC'?
M c0c0<Dc0c0c0c0c00M
00
o l'?
o l'?
(')-r-:
N
l'?
0000000000
O)NO(')"<:tN(')O)ON
1'--001'--0(')<.D(')COOCD
O)-"<:t-N-...---"<:t-(')-O)-lO-O-~
co <.D"<:t(') O)"<:toco
co ...-- ...-- C'?~
~
~ ~~~~~~~~~~
~ c0c0<Dc0~c0c0c00M
00
o ~
0"-
(')-~
l'?
0000000000
OlOlO"<:tCOOI'--<.DOLt)
1'--1'--...--<.D"'--lOO)O)oco
O)-"<:t-o)-o)-(,)-(,)-lO-O-O-eD
lO lO(,)(,) 0)"<:t0C'?
co ...-- ...-- C'?~
~
#. cf.cf.cf.cf.cf.cf.cf.cf.cf.#.
C'? lOlOOlOlOOlOlOOLt)
N c0c0Oc0c0O......:......:O~
00
o CD
0....
(')-N'
o
l'?
0000000000
(')O)OONCONO)OC'?
<.DlOCO(')"<:t(')I'--...--oo
o-"<:t-lO-CO-<.D-(')-N-<.D-O-oO
(') lO(,)N O)(')OCO
co ...-- ...-- N~
cf.cf.~cf.cf.~cf.cf.cf.#.
~~N~~N~~~d
ON""7",O~I<.DOI
00
ON
Oal
(')-Lti"
al
N
~~88~26~268~
O"<:tCOOlO(')(,)...--O ~
1'---"<:t-lO-l'---lO-(')-...---"<:t-o-fg
...-- lO(,)N O)(')ON
co ...--...--~
~~~~~~cf.~cf.~
0--i......:--ic0(')~O~N
...--...--NlO"'--""7"0 10_
00
OCD
000
(')-00
00
N
~~826~26~~8~
0(') 0...-- (') (') 0) (') 0 ~
<.D-"<:t-"<:t-I'---lO-"<:t-"'---<.D-O-~
...-- <.D(,)N O)NON
co ...--...--~
<f)
Q) Q)
g 6 ~ ,~
~ ~~~~lt:
~ ~ ~~~~~
~ g ~.~ ~ $.~ ~ ~
~I"-gal S;0l8l';1l
~ ~ ~ ~ .Q -ill ~ ~ 3 ~
.Q.,.o ~ t ill ill m ~
~~~c7)rf.~8-cco
cf.cf.cf.cf.cf.cf.cf.cf.cf.'#.
lOlOlOOlOlOOlOlOCD
c0c0c0<Dc0c0u1c0c0M
o
;:::
m-
m
<D
00000000
OO<.DO)CO...--lOO
CO...--<.DI'--O)"<:tCOC'?
N-<.D-lO-"<:t- <.D-CO-I'---N'
CONI'-- <.DCOLt)
lO ...-- CD~
~
cf.cf.cf.cf.cf.cf.cf.cf.cf.#.
lOlOlOOlOlOOlOlOCD
c0c0c0<Dc0c0u1c0c0M
o
'"
o
<D-
....
<D
00000000
...--(')O)<.DlOO)OCO
I'--NI'--N<.D"'--lOC'?
N-...---"<:t-N- <.D-o)-...---~
CONI'-- "<:tCOa')
lO ...-- Lt)~
~
cf.cf.cf.cf.cf.cf.cf.cf.cf.#.
lOlOlOOlOlOlOlOlOCD
c0c0c0<Dc0c0c0c0c0M
o
m
",-
'"
<D
00000000
N(,)lON(,)N<.DN
<.D<.DO)CO(')<.D(')Lt)
N-<.D-(')-O)- <.D-O-lO-oO
I'-- N <.D (') I'-- C'?
lO ...-- Lt)~
~
~~~~~~~~~~
c0c0c0<Dc0~c0c0c0~
o
o
00000000
(')O)"<:t<.DNCO(')Lt)
lON...--"<:t...--<.D"<:t""'"
N-N-(')-I'--- <.D-N-o)-~
I'--N<.D ...--<.DCO
lO ...-- oo::t'~
~
~-
c;:;
<D
cf.cf.cf.cf.cf.cf.cf.cf.cf.#.
lOlOlOOlOlOOlOlOor:
c0c0c00c0c00......:......:~
o
<D
....
m-
o
<D
00000000
"<:to<.D...--...--"<:tON
"<:tN(')l'--o)(,)l'--oo::t'
N-CO-N-(')- lO-lO-(,)-~
<.D N lO 0) <.D N
"<:t ...-- oo::t'~
~
~~~~~~~~g;~
0~""":~~~u?""":N~
o
'"
...
....-
'"
<D
00000000
<.DOOO)...--NCO_
(')N<.DCOO)ON"","
N-CO-...---...--- lO-co-...---eD
<.DNlO CO<.DC'?
"<:t ...-- oo::t'~
~
cf.~>.cf.cf.cf.~ ~cf.&;#.
(') _ "<:t 0 N. lO C'?
c0~cciOu1~~""":::!~
o
'"
N
6
<D
<D
00000000
NONO) "<:t(,)0C'?
(,)COI'--NNI'--CO_
N-<.D-lO-CO- <.D-O-<.D-r-:
I'-- N "<:t CO lO Lt)
"<:t ...-- oo::t'~
~
Q)
g
~
.~ .~ ~
Co ~ >.
~~ g~.~
Q) Q) ~ -g ~
E .~ ~ 2: (f) 6
f= I- e '- co .(j)
-S ~ ~ .~.g ill
LLo....:.::i2:(f)o....
<f)_
e ffi;
o ill E
~(/)o...c.
~ ~Jj~
0... Q) Q) >
E 0... () 111
8 Jj .~ ~
-~ .~~ 'E
~ ~ E g
~8-~~
cf.cf.cf.cf.cf.cf.cf.cf.'#.
lOlOOlOlOOlOlO"","
c0c0<Dc0c0u1c0c0M
000000000
1'--(') CO "<:t (') CO 1'--0 0
coO)"<:tI'--<.DCOlO<.D"","
N-N-(')-lO-I'---...---o)-co-N'
<.D N...-- "<:t (') 0
N ..-
cf.cf.cf.cf.cf.cf.cf.cf.#.
lOlOOlOlOOlOlOCD
c0c0<Dc0c0u1c0c0M
000000000
CO (') lO...--l'--o) 0) 0)_
O)CO...--N(,)I'--CONLt)
(')-N-N-lO-I'---...---I'---I'---oO
lO N...-- "<:t (') co
N l'?
cf.cf.cf.cf.cf.cf.cf.cf.#.
lOlOOlOlOlOlOlOCD
c0c0<Dc0c0c0c0c0M
000000000
O)(')OONOI'--(,)oo::t'
(,)l'--o)l'--...--I'--NOCO
lO-N-O-"<:t-I'---...---<.D-<.D-~
"<:t N...-- "<:t (') ""'"
N l'?
~~~~~~~~~
c0c0<Dc0~c0c0c0~
000000000
O)"<:tNOCO"<:t...--...--a')
O<.DI'--NCO<.DI'--COCD
I'---N-o)-"<:t-<.D-...---"<:t-"<:t-~
(') "<:t (') CD
N l'?
cf.cf.cf.cf.cf.cf.cf.cf.#.
lOlOOlOlOOlOlOCO
c0c0Oc0c0O""":""":N
000000000
I'--lOONCOCOO(')C'?
OlO<.DI'--"<:tlON<.DCO
O)-N-CO-(,)-lO-...---(')-(')-r-:
N "<:t(')oo::t'
N l'?
cf.cf.cf.cf.cf.cf.~cf.#.
ON~o)...--N .o~
u1--i'?--ic0cci~~~
000000000
N<.DO<.DO)CO<.D(')O
(')"<:t<.DNNlOlO...--N
...---N-CO-(,)-lO-...---N-(')-oO
N "<:t (') C'?
N l'?
cf.cf.cf.cf.~~~~~
~~~;j~~~~~
000000000
lO<.Do"<:t(')<.D",--<.D_
CO(')N<.D...--"<:tlOO)_
O-N-O)-N-lO-...---O-o-M"
...-- <.D(')oo::t'
N l'?
<f)
Q) Q)
g 6 ~
~ ~ ~ ~
~ ~ ~~Jjtn
.~ >. 0... ~ ~ 111
co g ~ .~ ~ Jj .~ ,~
~I"-gal S;0l8l~
~ ~ ~ ~ .Q -ill ~ ~ ~
,---- 0 'u (/) .:::.::: '- '- ,-
Q) .--..0 e 0 Q) Q) ::I
~~~c7)rfs8-c'[
Attachment number 2
Page 6 of 11
<D
"'
co
Item # 17
~ III
.$ '"
'" U
~ f!
~.f
(3 CO
o~
~~
Oii:
<II
:;
"
<II
.c
U
III
f!
.a
:c
c
<II
><
W
cf.~~~~~~~~~~~~~
c0c0c0<Dc0c0u1c0c0c0 M
000000000
~ M ~-~_~_~_ ~_ ~_~_~_~_
>_...--0)...--COC00I'--LOCO
N<.DN I'--NI'-- (J)"<:t
CO_<.D N...--
Uo
IIlN
ii:
#-~~~~~~~~~~~...--~
c0c0c0<Dc0c0u1c0c0c0 M
000000000
... <.DC0<.D"<:tO"<::t(J)!,--O
CI:l 1'--_ ('0_ <.0_ 00_ 1'--_ 0_ 00_ 00_ "<:t_
l1INCOCO...--C00JCO<.DL()('0
>~('00J 1'--0J<.D CO"<:t
__<.0 0.1...-
"'~
Uo
.~ N
II.
~~~~~~~~~~~~...--~
c0c0c0<Dc0c0c0c0c0c0 M
1;; 000000000
~ca ~~~~gjr::~~:2
~ ~ ~ ~-~-"'---~IfN-~-<D-~-~-
u.._o<.D N...--
"'~
Uo
IIlN
ii:
#-~~~~~~~~~~~...--~
c0c0c0<.Dc0~c0c0c0c0 ~
000000000
... (J)"<:tL()0J(J)0J"<::t<.D<.D
CI:l N_ "<:t_ LO_ 1'--_ ...-_ LO_ ('0_ 00_ 00_
11I0<.D<.D...--L()...--C0<.D<.DC0
::~~0J <D0J<D ~~
"'0
Uo
.~ N
II.
~~~~~~~~~~~~...--~
c0c0c0oc0c0o""":""":""": N
000000000
... ('0L()OOI'--I'--C'0"<::tC'0
CI:l ...-_ LO_ LO_ 0_ "<:t_ LO_...-_ 00_ ('0_
l1IQ')(,DLO...--NOO<.Dl'--o)
>Ol'--N <.DNLO LON
_c!>LO N...--
"'0
Uo
IIlN
ii:
~~~~~~~~~g;~~...--~
o:i~~0~~--i~q:ic0 ~
i ~ffi~8~~~8~
-g CO -<:t- -<:t- ...--- N- 0)- 00- <.6 -<:t- !'---
m;:!:tBN <o...---<:t ~~
o
o
N
cf.~cf.cf.cf.cf.cf.cf.cf.roro'#. '::R.
'#.<:10 .C'\!""""':o~OL()L0___
~~:;:::;::N:?;c?<9~cccO --:i
!.~~26~8~8~~f2
-0' ch "<:t_ ('0_ N_ 0_ "<:t_ "<:t_ 00_ 00_ 00_
::IOI'--<.D...--"<:tI'--L()L()COCO
1:000...-- <.o...-"<:t L()('0
NL() N...-
ID ~ ~
g 6 ~ 0
~ rn~~ ~
.~ .~ ~ ~ ~ W co 'g
ro E! ID - >. o...E ~>< .~."9- E
'" "" ,"'", ~ ~ 'u ID
~ (f) ro ""0 0 8 W ill 0 .~ ~
IDID IDID {/)O>(f)O>C:o
.~ ~ ~ ~ ~ .Q -ill ~ co ~ ~ u
I- -oro{/).:::.:::"-E"-+->-
~~~~~~~~~~~~
~~~~~~~~~~
('0('0('0<.o('0('0L()('0('0
o
....
co
~
"'.
~
0000000000
NL()COCOO...-...-...-...-"","
0)L()0)"<:tL()('01'--1'--"<:tLt)
N-CO-N-('0-...--O)-...--N-O-M"
('0 N ('0 ...- ('0 Lt)
'" '"
~~~~~~~~~~
('0('0('0<.o('0('0L()('0('0
o 0000000000 0
0') "<:t<.oCOL()L()CO('0COCOLt) "<:t
oo::t' ONCO...-"<:tO)<.oN('00 "<:t
a) L()- co- N- N- ...-- 1'--- ...-- N- 0)- ~ co-
CD N N ('0 ...-Noo::t' I'--
N~N MO_
~
~~~~~~~~~~
('0('0('0<.0('0('0('0('0('0
o 0000000000 0
""'" ('0COCOOOOL()<.oO)O') I'--
""'" "<:t 0) I'-- 0) "<:t I'-- L() co ('0 0') 0)_
et ~-I'---N-~-"'--~-"'--:;::-~-~ :;;:
N~N MO_
~
'#-'#-'#-'#-'#-~'#-'#-'#-::.Se.
~~~~~~~~~~
o 0000000000 0
""'" CO...-O)NL()<.oO<.o('00 ('0
""'"~ 0 I'-- <.0 I'-- ('0 "<:t L() "<:t "<:t oo::t' I'--
_ 0-1'--- N- 0)-...-- L()-...-- ...--1'--- r-: <.0-
CO...- ('0 ...-N_ 0
_ N M 0_
~
~~~~~~~~~~
c0c0c0Oc0c0o"""":"""": I
o
N
'"
al
~.
~
0000000000
COL()OOO('0L()I'--OCO
O)"<:t<.o<.o('0N"<:tOL()_
N-I'---N-CO-...--CO-...--...--<.o-o
o N ...-NO
'" '"
~ro~~g;~~g;~~
c........:~u1~~~~~
o 0000000000 0
0') "<:to...-O<.oCOL()...-...-CD N
Lt) CONL()<.oNN"<:tO)...-_ 0)
00 0)- 1'--- N- co- ...-- 1'--- ...-- 0- <.0- Lti" "<:t-
O') 0 N ...-NO <.0
~ N M 0)
~
'#-'#-'#-~~'#-'#-~
~~~~~~~~
~
'"
.,;
'"
o.
~
o
'"
m
",-
C')
'"
00000000
1'--00)1'--L()N<.o_
"<:t <.0...-<.0 0)...-('0 M
N-L()-...--O-...--...--"<:t-M"
N ('0 ...- N M
'"
<f)
Q) Q)
g 6 ~
~ ~ ~ ~
~ ~ ~ ~ ~ ~
.~ .~ ID - +-> o...E ~>< .~ l1Iu
co co g .~ .~ C:
(f)(f) ro""O 0 8WIDlE
ID ID :::l ID ID (/) g> (f) 0
~ ~ ~ ~ ~ .Q ~ ~ ~ 1
t:: .Q.,.o ~ "- ID "- "C
~~~~c7)~~8-~i
'#-'#-'#-'#-'#-'#-'#-'#-'#-'#-'#.
L()L()L()OL()L()OL()L()L()CD
c0c0c0<Dc0c0u1c0c0c0M
o
m
",-
000000000
N('00COL()00)0)Lt)
"<:t 0)...-0 CO 1'--('0 0) CD
('0-('0-L()-...--<.o-L()-"<:t-<.o-M"
O)L()L() co"<:t CD
"<:t...- O')~
~
~-
'#-'#-'#-'#-'#-'#-'#-'#-'#-'#-~
L()L()L()OL()L()OL()L()L()CD
c0c0c0<Dc0c0u1c0c0c0M
000000000
O...-"<:tL()NCO...-L()O
('0<.oN('0L()NL()I'--O
('0-CO-('0-O)-<.o-O)-O)-<.o-Lti"
COL()"<:t <.0('0 0')
"<:t...- co~
~
'#-'#-'#-'#-'#-'#-'#-'#-'#-'#-~
L()L()L()OL()L()L()L()L()L()CD
c0c0c0<Dc0c0c0c0c0c0M
000000000
O)O)"<:tCO...-...-O)NO
...-L()"<:t<.oN"<:tI'--L()CO
('0-('0-...--I'---<.o-('0-"<:t-<.o-oO
co L() "<:t L() ('0 N
"<:t...- co~
~
~~~~~~~~~~~
c0c0c0<Dc0~c0c0c0c0~
000000000
CO <.0 0 1'--0 CO ('0 0 Lt)
OC01'--000N('00
('0-co-O)-<.o-<.o-co-o-<.o-Lti"
I'--"<:t"<:t ('0('0 CD
"<:t...- ""'"~
~
'#-'#-'#-'#-'#-'#-'#-'#-'#-'#-~
L()L()L()OL()L()OL()L()L()_
c0c0c0Oc0c0O........:........:........:~
o
m
'"
",-
....
m
000000000
COONCOOI'--('0O)CD
O)"<:tO<.oCONCOO"","
N-"<:t-CO-<.o-L()-('0-L()-<.o-Lti"
I'-- "<:t ('0 N N 0')
"<:t...- CD~
~
~ro'#-'#-'#-~~'#-'#-~~
0c~0~~9~b~~
000000000
coOO"<:tO...-I'--ON
co"<:t"<:t"<:tcoOO)oco
N-"<:t-<.o-L()-L()-I'---('0-<.o-eD
1'--"<:t('0 ...-N ""'"
"<:t...- CD~
~
~ro'#-'#-'#-g;~'#-'#-'#-~
~c;j~~~~~~~~
o
....
o
,,-
o
m
000000000
('0 0 1'--0) "<:t 0 1'--0 ""'"
I'--COO...-CON"<:tOM
N-<.o-"<:t-N-L()-N-('0-L()-eD
I'-- "<:t ('0 ...- N ...- _
"<:t...- CD~
~
<f)
Q) Q)
g 6 ~
~ rn~~
.~ .~ ~ ~ ~ W co
ro E! ID - >. ~ ~>< .~ .~ ~
~ ~ g .~ .~ 0 W C: 0 ~
IDID~-g~ ~o>~o>is
~ ~ ~ ~ ~ .Q ~ ~ ~ ~ i
t:: .Q.,.o ~ "- ID ill ID ~
~~~~c7)~~8-c8-o
'#-'#-'#-'#-'#-'#-'#-'#-'#- '#.
L()L()L()OL()L()OL()L()"'-"","
c0c0c0<Dc0c0u1c0c0 M
000000000
I'--CON('00"<:t"<:tO<.o
OI'--"<:tNL()('0COI'--I'--
co- ('0- ('0- ...-- 0)- ('0- <.0- ('0- <.0-
I'-- ('0 co 0) ('0 N
" "'"
'#-'#-'#-'#-'#-'#-'#-'#-'#- ~
L()L()L()OL()L()L()L()L()...-CD
c0c0c0<Dc0c0c0c0c0 M
000000000
O"<:tO('0COCO...-('0O)
O)<.o('0<.o...-...-L()OO
...-- N- ('0- <.0- 0)- 0- <.0- 0)- 0)-
<.0 ('0 I'-- 0) ...-...-
" "'"
~~~~~~~~~...-~
c0c0c0<Dc0~c0c0c0 ~
000000000
CO "<:t 0) 0) 1'--('0 0) <.0 CO
NL()...-NCO...-NCO<.o
<.0- ...-- ('0- N- co- 1'--- <.0- "<:t- ...--
"<:t ('0 I'-- co 0...-
" "'"
'#-'#-'#-'#-'#-'#-'#-'#-'#- ~
L()L()L()OL()L()OL()L()...-Lt)
c0c0c0Oc0c0o"""":"""": ~
000000000
0) I'--CO 0 I'--I'--CO I'--N
...-"<:tONL()('00...-L()
...-- 0- ('0- co- co- 0)- <.0- ...-- "<:t-
('0 ('0 <.0 <.0 0) 0
" C') '"
~~~~~~~~~...-~
c0c0c0Oc0c0o"""":"""": .,.
00000000000
...-"<:tCOOCONCOO)ONN
<.o"<:tO)NNOO('0L()O)oo::t'
<.o-o)-N-CO-CO-I'---<.o-L()-...--co-~
...-N <.0 <.0 coo 0')
"<:t ('0 N _~
~
~ro~~~g;~~~...-~
~c9~~<9~c?~ ~
000000000
"<:t"<:tCOOOL()COO)N
...-"<:tCONOI'--O<.oL()
0)- co- N- co- co- "<:t- <.0- 0)- co-
O) N <.0 <.0 I'-- 0)
" C') ~
~~~~~~~~~~~
c0cc?o~~:;::R1~ccO
o
00
m
m-
C')
'"
0000000
0) 0 I'--"<:t...-N <.0
CON('0L()O)('0CO
N- ('0- <.0- 0)- 0- "<:t-...--
co <.0...-...- ('0
" '"
<f)
Q) Q) >
g 6 ~ tn
~ ~~~'~
.~ .~ ~ ~ ~ ~ j
roE! >. o...~~ cd
~ ~ g ~ .~ ~ ~ .~ ~ ~
ID ID ~ -g ~ ~ 0> ~ .~ is
E .~ ~ 2: (f) 6 -"- ECOID :rl
f= ~ ~ .Q. ~ .~ ~ ~ E ~ ~
~~~~c7)~~8-~~5
Attachment number 2
Page 7 of 11
o
...
CD
.,;
CD
"'.
~
o
CD
...
~
"'.
~
o
'"
~
N
....
N.
~
o
'"
CD
~
N.
~
....
ro
co
o
o
....
.,;
'"
N.
~
o
....
o
al
'"
"'.
~
Item # 17
~ III
.$ '"
'" U
~ f!
~.f
(3 CO
o~
~~
Oii:
<II
:;
"
<II
.c
U
III
f!
.a
:c
c
<II
><
W
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.'#.
?f!.<:IL()L()L()L()OL()L()OL()L()Or-...
c0c0c0c0<Dc0c0u1c0c00M
0000000000
caM~~~~8~~~8;:;;:
~ _ CfJ-oo-(')-oo-r---oo-("f)-<.6-<:t-r---
NI'--...-- N('00J...--I'--CO
CO_<.D_ 0J 0J N...--
Uo~
IIlN
ii:
cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.#.
'#,<:IL()L()L()L()OL()L()OL()L()Or-...
c0c0c0c0<Dc0c0u1c0c00M
0000000000 0
CO ~_ 26_ ~_ ~_ ~_ f~~t ~{ ~_ 0J'3_ ~
l1IC'\l...-!'--C'0CO"<:tI'--LO<.DLO...-- 0
::~~...-- N(')N"'--~~ ~
CI:l_...--- N
Uo
.~ N
II.
cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.#.
'#,<:IL()L()L()L()OL()L()L()L()L()Or-...
c0c0c0c0<Dc0c0c0c0c00M
1;; ~8~~~26~8~~
~ca <.D0J('0(J)OI'--N"<:t<.Do)
f! 111- <.6 r---(')-r---N-l6CfJ-l6<.6-<:t-
.f::~~ft...-- ~(')~...--~~
"'~~
Uo
IIlN
ii:
#-<:I~~~~~~~~~~~~
c0c0c0c00c0~c0c0c0c:iLti
0000000000
CO ~_ ~_ ~_ ~_ ~_ rn_ ~_ ~_ 0_ f~~t
11I0('0<.DC'0!'--o"<:t...--"<:tcom
>_...-...-- (J)(v)Q...-"<::t<.D
_cAlD 0J N...--
CI:l 0...---
Uo
.~ N
II.
cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.#.
'#,<:IL()L()L()L()OL()L()OL()L()OCD
c0c0c0c0oc0c0o""":""":c:io
0000000000
CO ~_ ~_ ~_ ~_ 26_ ~_ ~_ ~_ ~_ (0_
11IQ')0J<.DC'0!'--(J)('00"<:t(J)('0
>0<.0...-- 1'--('0(.0...--('0(.0
ca~:- N,,-
Uo
IIlN
ii:
cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.cJ2.#.
'#.<:Il'--oC?(J)~"<:t0JL00('0oQ')
--:ic:i9c0<9ui--:i""f9--:ic:iN
i ~~~~~~~~~~
-g CO ...--- L()- (')- !'--- 0)- N- -<:t- -<:t- <n- 0-
m;:!:~_"'-- I'--C0LO"--~~
o ~
o
N
~~~~~~~~~~~~~~
u1o......:--ioc0~~c0O(cC'i
!.~~~~~8~f2~f2~
-0' ch C0_ LO_ 0_ co_ 0_ <.D_ LO_ 0_ N_ N_
::IO<.DLOC0<.DNOCOLOCO-<:t
1:0 0 m..-- mC0-<:t..--C0LO
NC0_ ..--..-- N..--
<f)
Q) Q)
g 6 ~
~ ~ ~ ~
.~ .~ ~ ~ ~ Jj ill
ro E! >. 0... Q) Q) 'ti5
- co ~ ~ .-g E ~.~ c
fA(f) ~iS 0 8w ~~
Q) Q) Q) '- Q) Q) (/) OJ (f) """0
~ ~ ~ ~ ~ ~ .Q -ill ~ ~ 3 g
t Q) - .Q.,.o ~ t ill ill m co
~rf6~~c7)rf.~8-ccii:
cf.cf.cf.cf.cf.cf.cf.cf.'#.
LOLOOLOLOOLOLOr-...
c0c0<Dc0c0u1c0c0M
o
....
...
.,;
....
CD
N
000000000
mCO<.DLOLO-<:t-<:tNC'?
ON<.Dm..--..--N..--CD
LO- LO-..---..---..---N-..---eti
-<:t N NO
N
cf.cf.cf.cf.cf.cf.cf.cf.~
LOLOOLOLOOLOLOr-...
c0c0<Dc0c0u1c0c0M
000000000
COI'--I'--COC0m<.D..--Q')
"--NI'--CO-<:tO..---<:t_
0- -<:t-..---O-..---N-O-~
-<:t N NO
N
cf.cf.cf.cf.cf.cf.cf.cf.~
LOLOOLOLOLOLOLOr-...
c0c0<Dc0c0c0c0c0M
o
'"
~
.,;
CO
...
N
000000000
-<:t<.DC0N-<:t-<:tmNoo::t'
-<:tNmCOI'--OOI'--O
LO- C0-..---m-..---N-m-~
C0 ..--..-- ..--~
~~~~~~~~~
c0c0<Dc0~c0c0c0Lti
o
...
...
al
'"
l'?
N
000000000
<.DLO-<:t<.DI'--ONLOLt)
CON"--I'--OOOO_
0- C0-..---m-..---N-m-r-:
C0 ..--~
cf.cf.cf.cf.cf.cf.cf.cf.~
LOLOOLOLOOLOLOCO
c0c00c0c00""":""":cO
o
...
....
al
....
N
N
000000000
C0-<:tOOCOI'--LO..--CO
-<:tN-<:tI'--..--mm-<:tN
<.D- N- ..--- LO- ..--- CO- r-:
N ..--~
cf.cf.cf.cf.cf.cf.~cf.~
COLO"--..--COO .m_
--i--i0u1--io~cci~
o
~
.,;
CD
N
N
000000000
0C00-<:tI'--I'--N-<:tr-...
mN-<:t<.D<.Dmm..--co
N- N- ..--- -<:t- ..--- CO- N
:;:: ..--~
cf.cf.cf.cf.~~g;cf.~
~~~~~~~~~
o
...
'"
o
o
N
N
000000000
NNO<.DOI'--I'--<.DO
I'--NCOLOOmLO<.DLt)
1'--- N- ..--- -<:t- N- <.D- cD
o ..--~
<f)
Q) Q)
g 6 ~
~ ~ ~ ~
~ ~ ~~Jj
.~ >. 0... ~ ~
co g ~ .~ ~ Jj .~
~~-gal S;g>8l:a
~ ~ ~ ~ .Q ~ ~ ~ ~
.Q.,.o ~ '- Q) ill ~
~~~c7)rf.~8-co
cf.cf.cf.cf.cf.cf.cf.cf.cf.'#.
LOLOLOOLOLOOLOLOCD
c0c0c0<Dc0c0u1c0c0M
0000000000
-<:tNl'--mLOOONCOr-...
-<:tm-<:t..--C0<.D-<:t..--moo::t'
O-C0-C0-N-..---m-l'---o--<:t-M'
01'-- CONCO co..--r-...
I'-- C0 ..-- oo::t'~
~
cf.cf.cf.cf.cf.cf.cf.cf.cf.~
LOLOLOOLOLOOLOLOCD
c0c0c0<Dc0c0u1c0c0M
0000000000
LONLO-<:tC0I'--LOl'--mr-...
1'---<:tC0LO<.DLOONOCD
<.D-..---C0-1'---0-<.D-1'---1'---..---~
1'--1'-- I'--NCO <.D..--N
<.D C0 ..-- oo::t'~
~
cf.cf.cf.cf.cf.cf.cf.cf.cf.~
LOLOLOOLOLOLOLOLOCD
c0c0c0<Dc0c0c0c0c0M
0000000000
<.DO-<:tLOC0-<:t..--LOC0_
COON..--m<.DI'--COC0r-...
C0-m-C0-C0-m-C0-<.D--<:t-I'---~
LO<.D I'--..--CO LOOr-...
<.D C0 ..-- C'?~
~
~~~~~~~~~~
c0c0c0<Dc0~c0c0c0~
0000000000
LOI'--C0..--<.D..--COLOOCD
1'--<.D..--ONCO-<:tCOI'--CD
..---<.D-C0-m-m-O-<.D-N-C0-M'
C0<.D <.D..--CO -<:tON
<.D C0 ..-- C'?~
~
cf.cf.cf.cf.cf.cf.cf.cf.cf.~
LOLOLOOLOLOOLOLOCD
c0c0c00c0c00""":""":C'i
0000000000
mNNO..---<:t<.D<.DmQ')
C0-<:tO..--<.DC0NN..--Lt)
O--<:t-C0-LO-CO--<:t-<.D-..---o-M'
..--<.D <.D..--<.D C00CD
<.D C0 ..-- N~
~
~cf.~~&;cf.~cf.cf.~
......:C?--i......:--i~O~0::::
""7"N~""7"~N""7" I I I
0000000000
LO-<:tNOCO<.D<.D<.D..--CO
I'--Nm..--m"--NC0l'--oo::t'
m-N-N-LO-I'---N-<.D-<.D-CO-~
CO<.D <.D..--<.D NmC'?
LO C0 N~
~
cf.cf.cf.cf.cf.~~~cf.~
~~~~~~~~~~
0000000000
NNLOO<.DI'--<.DCOI'--C'?
OCOCO<.DCOmmC0..--CD
C0-0-C0-C0-C0-0-<.D-LO-LO-M'
<.D<.D I'--N<.D C00C'?
<.D C0 ..-- C'?~
~
<f)
Q) Q)
g 6 ~
~ ~ ~ ~ tn
~ .~ ~ ~ ~ w ~
~ ~ ~ ~.~ ~ ~.~ 6
fA(f)~~6 8w~~
Q) Q) '- Q) Q) (/) OJ (f) 0:::
~ ~ ~ ~ ~ .Q -ill ~ ~ ~
t - .Q.,.o ~ t ill '- E
~rf~~c7)rf.~8-~i
Attachment number 2
Page 8 of 11
~~~~~~~~~~~~~~~
1'--C0C0C0C0<.DI'--I'--LOC0C0C0 Lt)
000000000000000
ommNmNCO<.DLOI'--C0LOLOOO
<.DCOI'--LOC0..---<:toml'---<:tLOOOCD
-<:t-O--<:t-C0-LO-<.D-..---<.D-N-I'---C0-..---N-I'---r-:
<.D-<:t"--C00mI'--NCOl'--mNNmoo::t'
m<.DLON..--co-<:tO<.DLOLO N 0
1'--- - N- -<:t- N- LO- r-:
N ...
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.__'::R.~
~~~~~~~~;j~~~0~~
000000000000000
-<:tNI'--NC0m-<:tI'--C00CONCOOQ')
..--NLO<.DCO..--<.D<.D-<:t<.DNCONON
LO-m-C0-LO-..---N-O-N-O-O--<:t-o--<:t-I'---eti
C0..--<.DNOC0-<:t<.DLOmONCOmN
"--<.D-<:tN..--I'---<:tI'--<.D-<:t-<:t N oo::t'
<.D- - N- C0- N- LO- ~
N ...
~~~~~~~~~~~~~~~
<.DC0C0C0C0<.D<.D<.DC0C0C0C0 Lt)
000000000000000
-<:tcocomm-<:tLON<.DCOC0NCOOCD
ONOmC0LOl'--o-<:tC0LO..--NOCO
o-co--<:t-I'---CO-I'---C0-C0-m-<.D-..---O-N-I'---a;-
-<:tm..--..--ml'--..--C0..--ONNLOmo
LOLO-<:tN LO-<:tLO<.D-<:tN N 0
-<:t- - N- C0- N- LO- N
N ...
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.__'::R.~
~~~~~~~~~~~~0~~
000000000000000
mLO<.DN<.D-<:tom..--O<.D-<:t<.DOCO
NON<.DO<.DLOC0LOom-<:t-<:to_
N-CO-<.D-O-LO-"---CO-I'---CO-LO--<:t-m-C0-I'---eti
-<:t1'--<.D..--mC0co..--mN-<:t..---<:tmLt)
OLOC0N -<:tC0C0LOC00 N r-...
C0- - N- C0- N- LO- a;-
N l'?
"'
"'
co
~~~~~~~~~~~~~~~
<.DC0C0C0C00<.D<.D0..--..--..-- _
000000000000000
LOO<.DOLOOmNI'--CO<.DCOmOLt)
mLOOLOCOOl'--mNC0C01'--C00r-...
LO-CO-O-C0-..----<:t--<:t--<:t-CO-<.D--<:t-CO-N-I'---ci
C0LONOmm<.D..--I'---<:tI'--..--l'--mr-...
<.DLOC0N NC0..--LONCO Lt)
N- - N- C0- N- -<:t- ~
~g;&;~~~&;~g;~~~~~~
c0u1cciu1......:<9--i--i......:~:;::O""7"'?M
000000000000000
<.D..--NN-<:t0C0..--I'--COC00<.D0C'?
-<:t<.D-<:t<.DI'--OLOCON..--C0LONOr-...
CO-m-LO-<.D-CO--<:t-N--<:t-CO-C0-N-CO-..---I'---O
COC0l'--mCOm-<:tNI'--..--O..--..--mr-...
C0LON..-- NC0mLONCO N Q')
N- - N- N- N- -<:t- ~
cf.~~cf.~cf.g;~~cf.g;~~cf.~
~u?~~0~~~~~::!~~~~
000000000000000
0<.DLOCOCOO..--<.DI'--..---<:t0C00Q')
-<:t-<:tml'--..--<.DLOI'--<.DNCOLOI'--OLt)
<.D-m--<:t-<.D-I'---I'---I'---m-I'---I'---C0-CO-C0-0-0
OOI'--COCOLONm<.DLON..--..--OC'?
<.DLO..--..-- -<:tC0I'--LONC0 N..--CD
0- - N- N- N- -<:t- Lti'
N l'?
<f)
Q) Q)
g 6 ~
(/)(/) ~ ~ rn~~ ~
.~.~ 0... ~ ~ ~ w co Q)
roE! ~ >. 0...~~.B. ~
~ fA ~ g ~ .~ ~ Jj .~ (3 ~ ~
Q) Q) Q) g co -g ~ ~ OJ c'B OJ.~ ~
~ ~ ~ ~ ~ ~ ~ .~ ~ ~ ~ ~ ~ ~ f: Item # 17
~~~~~~~~~8-~8-~~;f
~ III
.$ '"
'" u
~ f!
~.f
(3 CO
o~
~~
Oii:
~~~~~~~~~~~~~~~ ~
~~~~~~0~~~~~~~~~0N~
000000000
~ M ~_~_~_ ~_ ~_r::_ ~_ ~_~_
>_I'--...--('0(J)L()(,D(J)(,DC0
N1 "<:t ('0 ('0...- I'-- <.D L() ('0 0
CO_N_ (J)0J('0 <.o_('0L()_
YO<.D 0J
IIlN~
ii:
000
~ 0 m
'" 0'"''
N- -<:t- !'---
e-Oe-
L() <.0_ 00_
000
N e- I'?
'" N N
...--- 0)- 00
mooo
e-"....
,..:
N
~~~~~~~~~~~~~~~~~N~
0~~9~~000~~~~~~ ~
000000000
COC'0...--CQ...--COI'--LOQ
CO N_ "<:t_ LO_ 0)_ 00_ "<:t_ "<:t_ "<:t_ 1'--_
l1IN-<:tO...--OO)"<:tL()"<:tO)
>-COQ10NCO<.D<.D...--C0
C;;u::~- (J)0J(V) LO_(v)~_
o ~
.~ N
II.
000
'" '" 0
o '" ~
L()-O--<:t-
""'~
L() LO_ 00_
000
o e- ....
m N a>
L()-(J)-Lti'
NOOI'?
"'''0
.,;
N
~~~~~~~~~~~~~~~~~N~
0~~o~~000~~~~~~ ~
1;; ~8~8~8~~8
~ca L()"<:tOLO!'--C'0C00Jo)
~ ~ ~ [D- R1- ~- t~f g- ~- ~- ~- ~-
u.._ON_ CON"<:t "<:t_N...-_
CI:l_-<:t 0J
Uo~
IIlN
ii:
000
00'"
~ ~ e-
m- 00- N-
~ m '"
L() "<:t_I'--_
000
Ne-...
NNa>
O-(J)-Lti'
e-OO'"
'" " <D
.;
N
~~~~~~~~~~~~~~~~~N~
0~~9~~000~~~~~~ ~
000000000
co ~_ :;;:_ rn_ ~_ ~_ ~_ ~_ ~_ ~_
11I0I'--CO...--NLO0C'0!'--N
>-CON"<:tNCO<.D(J)!'--<.D
C;;u ~ ~- co 0J C0 (0_ 0J ~_
o ~
.~ N
II.
000
'" " 00
'" " "
...---('---(')-
o"m
L() "<:t_<.D_
000
",e-...
ON'"
r---m-r-:
mooco
""N
",;
N
~~~~~~~~~~~~~~~ ~
~~~~~~0~~~~~~~~~0N~
000000000
(J)L()...--C0(,DLOO0J0J
co 0.1_ "<::t_...-_ 0_...-_...-_ "<::t_ ('0_ 0)_
l1IQ')O!'--C'0"<:tOCO"<:tO<.D
>OI'--N...--NOL()...--<.D('0
c;j~~_ CON"<:t ('0_No)_
Uo~
IIlN
ii:
000
mm~
'" " N
"<:t- CO- <.D-
00 m '"
"<:t ('0_<.D_
000
N e- ~
"'Na>
"<:t-O)-r-:
~ 00 N
""0
N
N
~~~~~~~~~~~~~~~ ~
~~~~~~~~~~~g~~:g0N~
o <.D ,0 L() I 1"'--"'--""7"""7" I "<:t""7" I
i 26~~f2f2268~8
-g co ~- ~- ~- ~- ~- ~- :;- :;- ~-
m;:!:~_N~~:;;:L();:;_~;X;_
ON
o ~
N
000
m N '"
'" 00 0
"<:t- 1'--- N-
00e-~
"<:t ('0_<.D_
000
"e-~
~N'"
"<:t-O)-M'
mOON
('0 "<:t "o::I'~
~
N
~~~~~~~~~~~~~~~~~
~~~000~~~~~~~d~0~ .d
o)~...--<.DL()ON('0('0"<:t('0""7"N~~~_
i~~~8~~~~~~~~~~~~~~
-g~~~o~~~~~oo~~~mmN~~
~OI'--NL()No)<.D...--"<:t...--<.D<.DCO...--...--I'--OM
~N"'-- CON('0 "<:tN<.D"<:tL()"<:t...-- ('01'--~
N- - - - - - N'
N
<II
:;
"
<II
.c
u
III
f!
.a
:c
c
<II
><
W
<f)
>- Q) Q)
~ g c .Q ~
0)>. ~ ~rolll~
.~.~ :g ~ ~ ~ ~ ~ Jj co ~
Co ~ ~ ~ ill ~.~ .Q ~ ~ ~."5. ~
~ ~ > () ().... ~ 0 Jj .~ (3 ~ ~
ill ill ill ~ ~ ~ ~ ~ (L ~ g> ~ g>.~ ~
.~~.~g(f)~~~~.Q.~~~ro~~~
I- t -OrolllLL..:::.:::....E...._'t:
~~~~~~~~~~~~~~~~~
~~~~~~~~~'#.
L()L()L()OL()L()OL()L()~
~~~0~~ui~~M
o
'"
'"
6
o
00000000
CO<.D"<:t('0<.DCOOO
"<:to('0('0NO)COCD
('0-('0-<.D-L()-o-"<:t-"<:t-Oti
('0N"<:t...--I'--I'--CD
~ <D.
~
~-
~~~~~~~~~~
L()L()L()OL()L()OL()L()~
~~~0~~ui~~M
o
"
",-
'"
0_
00000000
<.D('0L()NI'--"<:tO)O
('0L()"<:t"<:tI'--"<:tcoo
('0-L()-L()-O-O)-N-CO-a)'
NN"<:t I'--<.DO
~ <D.
~
~~~~~~~~~~
L()L()L()OL()L()L()L()L()~
~~~0~~~~~M
o
m
e--
N
0_
00000000
L()NO)I'--OO)COQ')
N"<:tL()<.D('0O)...--Lt)
('0-co-"<:t-L()-O)-O)-('0-~
...-- N ('0 <.D <.D Lt)
~ "'.
~
~~~~~~~~~~
~~~0~~~~~Lti
o
'"
"
N-
m
m
00000000
"<:tN<.DCOO)N<.DN
...--1'--1'--00)<.D<.D"o::I'
('0-...---('0-...---CO-I'---I'---eD
...--N('0 <.DL()Q')
~ ....
~
~~~~~~~~~~
L()L()L()0L()L()0L()L()"o::I'
~~~d~~d~~d
o
m
00
00-
'"
m
00000000
('00<.D<.D0)('0('0Q')
0"<:t0)('0<.D('0('0Q')
('0-L()-N-"<:t-CO-L()-N-O
ONO <.DL()N
~ ....
~
~~~~~~~~~~
O)d('0L() .~C'\! .co-
d~q)C?~~~~ui~
o
00
N
6
'"
m
00000000
('00CO('00)<.DCOLt)
0)"<:t...--CO<.D('00~
N-L()-N-O-CO-"<:t-o-~
ONO <.DL()_
~ ....
~
~~~~~~~~~~
0~~df9~~~N~
0000000000
<.D<.D('00...--...--...--NCOCO
L()...--NN<.DCOOO)COM
...---N-('0-L()-O-<.D-O-('0-...---Lfi'
L()N ...--...--co...--o"<:t"o::l'
0) ...-- ...-- ...-- "o::I'~
~
<f)
Q) Q)
g 6 ~
~ ~ ~ ~
.~ .~ ~ ~ ~ Jj
Co ~ >. ~ ill ill
- ro ~ ~.-g E ~.~
~CI)~iS0 8w~
ill ill .... ill ill 1Il 0) CI) tn
~ ~ ~ ~ ~ .Q ~ ~ ~ .~
t:: .Q.,.o ~ .... ill .... C
~~~~~~~8-~~
~~~~~~~~~~~~ '#.
L()L()L()L()OL()L()OL()L()L()L()NCO
~~~~0~~ui~~~~ M
00000000000
COOL()I'--L()I'--N<.DI'--<.D('0
O...--I'--NCO<.D<.DO)"<:t('0CO
L()- 0- ('0- 0- "<:t- ...--- ...--- N- <.D- 0- L()-
ONN...--...--L()...--...--O<.D
I'-- "<:t "<:t N "<:t <.D
N-
~~~~~~~~~~~~ ~
L()L()L()L()OL()L()OL()L()L()L()N~
~~~~0~~ui~~~~ M
00000000000
ONL()NI'--NONN('0('0
<.D"<:tO)O)('0o)I'--COI'--O<.D
('0- 0)- N- 0)- ...--- 0)- 1'--- N- N- co- L()-
...--...--N 0)"<:t0)00)('0
<.D ('0 ('0 N ('0 <.D
N-
~~~~~~~~~~~~ ~
L()L()L()L()OL()L()L()L()L()L()L()N~
~~~~0~~~~~~~ N
00000000000000
N<.DI'--CON('0L()<.D"<:tL()"<:t...--OM
NI'--...--L()NNN...--"<:t"<:t"<:tl'--OCD
L()-CO-N-O)-O)-CO-"<:t-('0-O)-<.D-L()-('0-L()-O
N...--N <.D"<:tCOO)I'--...-- NO
L() ('0 ('0...-- ('0 <.D CD
N- ~
~~~~~~~~~~~;:-N~
~~~~0~~~~~~-- ~
00000000000000
('0('0N<.DNO<.D('0...--0<.D0)0_
CO...--"<:tN('0<.DN<.D<.D<.DNOOO
O)-CO-...---O)-CO-<.D-...---<.D-<.D-L()-L()-<.D-L()-O
('0...--N "<:t"<:tI'--CO<.Do) "<:tNCO
"<:t ('0 ('0...--('0L() "0::1'
N- ~
~~~~~~~~~~~~ ~
L()L()L()L()OL()L()OL()L()L()...--NN
~~~~d~~d~~~-- d
00000000000000
NNOL()ONO)N...--<.DCO"<:tO_
('0L()I'--O)<.DOL()('0N"<:tOI'--OLt)
I'---I'---O-CO-CO-L()-L()-O-"<:t-L()-L()-CO-L()-N'
L()...--N N"<:tO)COL()1'-- CONO
('0 ('0 N...-- ('0 L() M
N- ~
~~~~~~~~~~~~ ~
C'\!~ui0v~ .~ui~~~0NCl:!
"<:t<.D""fCO""f~"<:t~"'--NI'-;- M
00000000000000
N('00L()000)NCO<.D00)0"o::l'
NO)O<.D<.DL()L()('0O)O)O",--OQ')
"<:t-<.D-O-CO-CO-('0-L()-O-CO-<.D-L()-N-L()-Lfi'
I'--...--N N"<:tCOCO"<:t<.D O)NQ')
('0 ('0 N...-- ('0 L() N
N- ~
~~~~~~?3.~~~ro~~~
I'-- ,.~ 0) . ('0 ('0 ~..... . ,.~ _ ...-- 0 co
0~~~U?q)~~~~c~dr--:
00000000000000
"<:tN...--"<:tOI'--COI'--('0<.DOCOOO
<.DO)L()O)<.DN<.DO)<.D"<:tOOO~
CO-L()-<.D-I'---L()-I'---"<:t-O)-L()-N-N-L()-L()-eD
1'--...--('0 "<:t('0I'--I'--"<:tL()N...--NM
N ('0 N ('0L() _
N- ~
<f)
Q) Q)
g 6 ~ ~
~ rn~~ .~
1Il ~ 1Il C 1Il W - 111
~~ ~~ ~~~.! ~
~ ~ g .~ .~ ~ Jj .~ (3 ~ ;
ill ill ill ~ -g ~ ~ g> ~ g>.~ ~ [
.~ ~ .~ ~ 2: ~ 6 -ill ~ co ~ ~ ~ .S!
I- t:: a5 - .Q...~ .~ t ill E ill :0 ~ ~
~~6~~~~~8-~8-~~~
Attachment number 2
Page 9 of 11
~~~~~~~~~~ '#.
L()L()OL()L()OL()L()L()...--NO
~~0~~ui~~~-- d
00
o <D
o a>
L()-r-:
N'"
a>
.;
000000000
('0<.D00('0...--0)<.D0
<.D1'--"<:t0)('0('00('0('0
L()- 0)- "<:t- 1'--- N- 1'--- L()- 1'--- 1'---
0) co"<:tI'--"<:t('0L()...--
0) ('0 ('0 ('0 <.D
N- N-
00
o co
00
L()-N'
0....
NO
,..:
~~~~~~~~~;:-N~
~~0~~ui~~~-- C?
00
o co
00
L()-a)'
N<D
....
.;
000000000
('0<.D00('0...--0)<.D0
<.D1'--"<:t0)('0('00('0('0
L()- 0)- "<:t- 1'--- N- 1'--- L()- 1'--- 1'---
0) CO"<:tI'--"<:t('0L()...--
0) ('0 ('0 ('0 <.D
N- N-
00
o co
00
L()-N'
0....
NO
,..:
~~~~~~~~~~ ~
L()L()OL()L()L()L()L()L()...--N~
~~0~~~~~~-- C?
000000000000
('0<.DOO('0...--O)<.DO"<:tON
<.D1'--"<:t0)('0('00('0('0COOQ')
L()-O)-"<:t-I'---N-I'---L()-I'---I'---('0-L()-Lfi'
0) CO"<:tI'--"<:t('0L()...-- O~
0) ('0 ('0 ('0 <.D NO
N- N- r-:
~~~~~~~~~;:-N~
~~0~~~~~~-- C?
000000000000
('0<.D00('0...--0)<.D0('00_
<.D1'--"<:t0)('0('00('0('0<.D0~
L()-O)-"<:t-I'---N-I'---L()-I'---I'---('0-L()-Lfi'
0) CO"<:tI'--"<:t('0L()...--...--OCO
0) ('0 ('0 ('0 <.D NO
N- N- r-:
en
"'
co
~~~~~~~~~~ ~
L()L()OL()L()OL()L()L()...--NQ')
~~d~~d~~~-- d
000000000000
('0<.DOO('0...--O)<.DO"<:tON
<.D1'--"<:t0)('0('00('0('000_
L()-O)-"<:t-I'---N-I'---L()-I'---I'---CO-L()-O
0) CO"<:tI'--"<:t('0L()...--...--OQ')
0) ('0 ('0 ('0 <.D NO
N- N- r-:
~ ~ ~ ~ ~ ~ ~ ~ ~ ~N ~
000000000000
N('00CO"<:t...--COL()"<:tNO~
...--"<:t"<:tNI'--('0L()<.DOL()OO
<.D-O)-"<:t-<.D-o)-I'---O-I'---I'---"<:t-L()-Oti
co CO"<:tL()"<:tO"<:t...--NON
0) ('0 ('0 ('0 <.D NO
N- N- r-:
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
<f)
Q) Q)
g 6 ~
~ rn~~
~ ~ ~~wco
~ ~ ~.:g- ~ ~.~ .~ ill tn
~ c .~:::l 0 W C: 0 () C
ill ~ -g ~ ~ g> ~ g>.~ ~ .~
,~ :g ~ ~ ,~ -0; lti~ i ~ i
~ ~ .~.g ~ ~ ~1~1f ~I'~
LL-,::;;(f)D-SO""OOf-W
~ III
.$ '"
'" U
~ f!
~.f
(3 CO
o~
~~
Oii:
<II
:;
"
<II
.c
U
III
f!
.a
:c
C
<II
><
W
cf.~~~~~~~~~~;:-0J~
c0c0<Dc0u1c0c0c0c0'--' M
000000000
~ M ~_[?;_fg_~_ffi_ ~_~_~_::g_
>_"'--<.D<.DI'--LO('\JC00...--
NLO ('0('0L()<.D...--...--
CO_...-_ ('0 0J lO(J)
UON
IIlN
ii:
cf.cf.cf.cf.cf.cf.cf.cf.cf.-. #.
'#,<:IL()L()OLOOL()L()L()L()...--Nr-...
c0c0<Dc0u1c0c0c0c0'--' M
000000000
NL()('0I'--...--(J)0J...--o)
CO <.0_ ('0_ LO_ 0_ LO_ N_ 0_1'--_1'--_
l1INCO<.DI'--<.DC00<.D0)...--
>-1'-- ...--('0"<:t<.D(J)!'--
_~O ('0 0J "<:tOO
CI:l _ N-
Uo
.~ N
II.
#-<:I~~~~~~~~~;:-0J~
c0c0<Dc0c0c0c0c0c0'--' M
1;; ~~~~~~~~~8
~ca ('0...-L()com0J0J(J)I'--<.D
~ ~ ~ f~f <0- ~- ~- c;:;- fg- R- ~- ...--- ...---
u.._OO_ 0J 0J "<:too
"'~N
Uo
IIlN
ii:
cf.cf.cf.cf.cf.cf.cf.cf.cf.-. #.
'#,<:IL()L()OL()L()L()L()L()L()...--Nr-...
c0c0<Dc0c0c0c0c0c0'--' M
0000000000
... NC'001'--I'--CO"<::tNl'--m
CI:l "<:t_ 0)_ <.0_ <.0_ 0_ N_ 0_ N_ <.0_ ...-_
11I00LO('\JC'0"<:t<.DC0...--...--Q1
>~"<:t COC0('\JLO<.DN
_Q')(J) 0J 0J "<:tOO
CI:l 0...---
Uo
.~ N
II.
#-<:I~~~~~~~~~;:-0J~
c0c0oc0o""":""":""":""":'--' 0
0000000000
CO 26_ ~_ ~_ f2_ ~_ ~_ ~_ ~_ <0_ ~_
l1IQ')"<:tLO<.D0J<.D"<:tI'--('0...--Q1
>01'-- <.D('0...-L()"<:t0)
_c!>CO 0J 0J "<::tl'--
CI:l 0...---
Uo
IIlN
ii:
'#. <:I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~N ~
- 0000000000
i ~_ ~_ ~_ ~_ ~_ fg_ r::_ ~_ ~_ ~_
i~gjLO~C;:;~f2~;;;"'--C0
~co_ 0J 0J "<:tl"-
o ~
o
N
00000000000
~<l>>>>>>>>>>>'"
OOOOOOOOOOOC
::j:j:::j:j:::j:j:::j:j:::j:j:::j:j:::j:j:::j:j:::j:j:::j:j:::j:j:
ti~
tn I I I I I I I I I I I I
"CD
,,0
m~
<f)
Q) Q)
g 6 ~
~ rn~~
~ ~ ~ ~Wco tn
~ ID ~.~ ~ ~.~ .~ ~
~ g .~ ~ 0 W C: 0 ~ 'S:
ID ~ -g ~ ~ g> c'B g>.~ ~ ~
.~ ~ 2: ~ 6 -ill ~ co ~ c'B ~ u
I- - .Q...~ .~ t ill E ill :0 ~ :is
~~~~~~8-~8-~~.r
~~~~~~~~~;:-NCO
c0c0<Dc0c0u1c0c0c0-- c
o
....
CD
.,;
....
N
.;
~~~~~~~~~;:-NCO
c0c0<Dc0c0u1c0c0c0-- c
o
'"
co
~
~
.;
~~~~~~~~~;:-NCO
c0c0<Dc0c0c0c0c0c0-- c
o
co
"'.
~
....
'"
",;
~~~~~~~~~;:-N~
c0c0<Dc0~c0c0c0c0--
o
'"
o
N
l'?
co
",;
~ ~ ~ ~ ~ ~ ~ ~ ~ ~N ~
o
CD
~
.,;
'"
CD
",;
~
ill ill ill ill ill ill ill ill ill 0
- N 0:;
~
o
....
....
.;
co
CD
",;
~~~~~~~~~~~~
c0<9o<D~~--i9~~oM
000000000000
NNOI'--I'--I'--I'--OlO"<:to_
"<:t"<:tNONlOlO"<:tlOI'--ON
1'--- 1'--- (')- 0)- N- "<:t- lO- lO- T""""- <.6 lO- 00
"<:tT""""NI'--Oo)COO lOO_
o I'-- <.D N(,) Noo::I'
lO- N- T""""- ~
<f)
Q) Q)
g 6 ~
~ rn~~
~ ~ ~~wco
~ ~ ~.~ ~ ~.~ .~ ~
~ c .~:::l 0 W C: 0 ~ ...
ID ~ -g ~ ~ g> c'B g>.~ ~ ~
.~ ~ 2: ~ 6 -ill ~ co ~ c'B ~ u
I- - .Q...~ .~ t ill E ill :0 ~ :is
~~~~~~8-~8-~~.r
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf. '#.
lOlOlOlOOlOlOOlOlOlOlONr-...
c0c0c0c0<Dc0c0u1c0c0c0c0 M
00000000000000
<.DT"""""<:t"<:tCOT""""OT"""""<:t(')T"""""<:tOr-...
CO<.D<.DCOCON"<:tI'--I'--<.DO)l'--lOCD
l'---o)-I'---(,)-lO-O-O-O-O)-(')-N-(')-I'---M'
NONNlO"<:tlONOO<.D"<:t(')_
O)(')T"""" "<:tNT"""""<:to)N 0)00
I'---T""""- - - I'---"<:t- Lti'
N
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf. '#.
lOlOlOlOOlOlOOlOlOlOlONLt)
c0c0c0c0<Dc0c0u1c0c0c0c0 M
00000000000000
I'--NN(,)I'--O)OCO<.DCOCONON
1'--(')(')O"<:tOlO<.DN"<:tI'--T""""lOM
o)-lO-(')-(')-(')-N-T""""-O-N-T""""-O-T""""-I'---N'
lO<.DNNI'--(')T""""O"<:t<.D<.DT""""(')O
<.DNT"""" (,)NT"""""<:t<.DO O)Q')
I'---T""""- - - I'---"<:t- ~
N
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf. '#.
lOlOlOlOOlOlOlOlOlOlOlONoo::I'
c0c0c0c0<Dc0c0c0c0c0c0c0 M
00000000000000
"<:t(')lOlO(')"<:tT""""O(')"<:tNOOoo::l'
I'--lOT""""NI'--No)<.DCOT""""I'--<.DlOQ')
O-N-O)-N-lO-"<:t-(')-T""""-(')-"<:t-co-CO-I'---N'
ONT""""No)NI'--COCONlOT""""(')CD
"<:tNT"""" NNO(')(')O) 0)0
I'---T""""- - - 1'---(')- ~
N
~~~~~~~~~~~~N~
c0c0c0c0<Dc0~c0c0c0c0c0 ~
00000000000000
1'--00NOO)<.D0)0"<:t"<:t(')NOLt)
"<:tT""""T""""lO(,)<.DlOl'--T"""""<:tI'--NlOCD
O-T""""-lO-T""""-N-<.D-I'---CO-"<:t-T""""-<.D-<.D-I'---a)'
lOCOT""""NNT""""(')<.D(')O)lO(')(')CD
NNO(')T""""I'-- O)N
I'---T""""- - - 1'---(')- M'
N
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.cf.-. '#.
lOlOlOlOOlOlOOlOlOlOT""""N_
c0c0c0c0Oc0c0O""":""":""":-- N
00000000000000
I'--lO(,)I'--O(')T""""(')O)(')T""""<.DOoo
<.DNNI'--N(')T""""NCONCO(,)lOLt)
CO-T""""-T""""-O-(')-O)-<.D-<.D-N-(')-"<:t-lO-l'---ci
O"<:tT""""NlOONlOO)<.DlO<.D(')oo::I'
O)T""""T"""" T""""NCO(')CO<.D o)M
<.D-T""""- - <.D-(')- N'
N
~g;~~~g;~~~~~;:-N~
~N~~~u?~~""":~~-- ~
00000000000000
"<:t<.DI'--I'--OlOl'--(')NO)OlOOLt)
O<.D"<:tONNT""""NOOO(,)lOO
lO-N-I'---O-(')-N-CO-<.D-T""""-o)-"<:t-T""""-I'---oO
1'--00NlOOO)lOO)OlOCO(')OO
<.DT""""T"""" T""""NI'--(,)I'--<.D 0)00
<.D-T""""- - <.D-(')- ~
N
~~~~~~~~~~~~~~
u1u1cci~""":u1~--i~cci~"1u1~
00000000000000
N"<:t(')OONT""""I'--"<:tlOO(')O_
lOOCOO)COO)O)lONOOT""""lOoo::I'
O)-N-<.D-N-"<:t-"<:t-O-lO-T""""-O)-"<:t-"<:t-I'---M'
o)I'--NNNT""""<.DNNI'--"<:tOI'--r-...
T""""OT"""" (,)NCO"<:tI'--O T""""ON
I'---T""""- - <.D-(')- T""""-N'
N
<f)
Q) Q)
g 6 ~
~ rn~~ ,2
~ .~ ~ ~ ~ Jj co 10
~ ~ ~ ~.~ ~ ~.~ .~ ~
~ (f) ~ ~ 6 8 W ~ o.~ &
IDIDID"-IDID (/)0l(f)0lC:~
~ ~ ~ ~ ~ ~ .Q -ill ~ ~ ~ c'B '* ~
t ID - .Q.,.o ~ t ill "- ill :0 c t:
~rf6~~~~~8-~8-~~~
Attachment number 2
Page 10 of 11
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf. '#.
lOlOlOOlOlOOlOlOlONr-...
c0c0c0<Dc0c0u1c0c0c0 M
000000000000
o)l'--"<:tlO(')lO(')"<:t"<:tCOlOr-...
I'--T""""T""""O<.DT""""T""""O)(')T""""COM
"<:t-N-I'---I'---<.D-lO-T""""-I'---CO-T""""-lO-r-:
NlO COI'--I'--COI'--O) 000
T""""(') lO "<:t 00) COlt)
(')- - r-:
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf. '#.
lOlOlOOlOlOOlOlOlONCD
c0c0c0<Dc0c0u1c0c0c0 M
000000000000
N<.DON"<:tCOl'--o)CO"<:tcooo
T""""NO)COOON"<:tlOT""""(')O
O)-O-<.D-(')-"<:t-o)-I'---T""""-"<:t-T""""-N-O
T"""""<:t lOl'--lOl'--"<:t<.D CON
0(') lO "<:t 00) I'--M
(')- - r-:
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf. '#.
lOlOlOOlOlOlOlOlOlONCD
c0c0c0<Dc0c0c0c0c0c0 M
000000000000
NlOl'--l'--"<:t<.DO)I'--<.DOOM
OI'--<.D"<:tlOlOlONO)T""""lOoo::I'
I'---CO-<.D-N-T""""-(')-(')-<.D-T""""-T""""-N-Lti'
T""""N NI'--"<:tl'--O(,) <.DCD
0)(') lO "<:t 00) 1'--0
N- - r-:
~~~~~~~~~~N~
c0c0c0<Dc0~c0c0c0c0 Lti
000000000000
CO(')"<:tON<.DO"<:t"<:t<.DT""""oo
(,)<.D"<:tO)T""""lOT""""N"<:tONO
CO-I'---<.D-N-o)-CO-T""""-N-O-T""""-(')-~
T""""T"""" o)<.DNI'--I'--O "<:tN
CO(') "<:t "<:t 0)0) 1'--00
N- eD
o
en
co
cf.cf.cf.cf.cf.cf.cf.cf.cf.cf. '#.
lOlOlOOlOlOOlOlOlONoo
c0c0c00c0c00""":""":""": 0
000000000000
I'--O)NOCOT""""O<.DO)NCON
OCONOI'--NI'--(,)o)O"<:tr-...
(')-<.D-<.D-lO-<.D-T""""-CO-O)-O)-T""""-"<:t-N'
NO <.D<.D"<:t<.D(,)<.D 0)00
1'--(') "<:t (') O)CO <.D00::I'
N- eD
~~~~~~~~~~N~
"10~q)u?0~u?ccigj ~
, ,
000000000000
O)T""""T""""ONI'--OCO(,)OO)O
(')lOOOlO<.DI'--"<:tT""""ONr-...
(')-<.D-<.D-lO-"<:t-O)-CO-lO-I'---T""""-<.D-M'
T""""O) <.D<.DN<.DNlO OM
I'--N "<:t (') O)CO 1'--00::1'
N- eD
~~~~~~~~~~~~
c0u1~0......:~~~~~~cO
000000000000
<.D"<:tOOo)(,)o)NT""""lO(,)N
NT""""T""""OO)lOO)"<:tCOO)<.Doo
I'---CO-o)-N-I'---O-o)-CO-(,)-lO-CO-~
NO T""""<.D"<:t<.DI'--O)T""""CO_
CO(') lO (') 0)1'-- <.DCD
N- eD
<f)
Q) Q)
g 6 ~
~ rn~~
.~ .~ ~ ~ ~ W co
.m .g ID - >. D..E ~>< .~ ."9-
'u (,) ~ .-g ,u
~(f)~iS0 8w~o
~ .~ ~ ~ c'B 6 -~ E ~ E ~ C'
i= f- "" :s row ~ I" E 1ll-~1l1 # 17
~ ~ ~ ~~ ~ ~ 8-~ ~L~:J
~ III
.$ '"
'" u
~ f!
~.f
(3 CO
o~
~~
Oii:
Attachment number 2
Page 11 of 11
"'- "'- "'- "'- "'- "'- "'- "'- "'- "'- ~ cf.cf. "'- ~
~ <l '" '" '" '" 0 '" '" 0 '" '" ~ CD "'0 '" ~ '"
'" '" '" '" <ri '" '" '" '" '" ",; c0u1 9 N
0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0
:;; '" 0 " '" '" m e- '" '" 00 0 '" 00 '" 00 '" ....
'" '" N N e- m " '" '" 00 0 .... om N ...
<II ",- '" ",- ",- 00- ,,- 00- ",- ",- 0 00-(')- ",- ",- .,;
>- ~ ;:::
'" e- ~ m N '" " ;:: N CD Nm e- o '"
c;; N " N '" .... " " "'- '"
u ~ ~ ",- N- ,..:
0
III N
ii:
"'- "'- "'- "'- "'- "'- "'- "'- "'- "'- ~ cf.cf. "'- ~
~ <l '" '" '" '" 0 '" '" 0 '" '" ~ CD "'0 '" ~ ~
'" '" '" '" <ri '" '" '" '" '" ",; c0u1 ~ ",;
0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0
:;; '" '" m ~ ~ '" '" m '" m 0 N 000 00 '" ~
m m e- e- '" '" N 00 0 00_ 0 CD '" '" N CD
<II ~ m- '" N- w- e-- m- N- e-- ",- al ("')-!'--- ",- ",- ,..:
>- '" '" ~ 00 N '" '" '" ;:: N 0 ~N e- o ~
" N '" .... " '" "'- N
c;; ~ ~ ",- N- ,..:
U 0
III N
ii:
"'- "'- "'- "'- "'- "'- "'- "'- "'- "'- ~ cf.cf. "'- ~
~ <l '" '" '" '" 0 '" '" '" '" '" ~ CD "'0 '" ~ ~
'" '" '" '" <ri '" '" '" '" '" ",; c0u1 9 N
- 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0
III
'" :;; '" '" '" m m 0 ~ N '" ;:: 0 N ~N 00 0 ~
u 0 0 '" '" '" '" m '" '" 0 '" '" ~ m co.
<II <II ",- ",- N- ",- ",- ",- c;:; ",- 00- ",- 0 0)-0)- ",- m- ~
is >- ~ N '" ~ 00 N '" N 0 N CD m '" e- '" 0
II. c;; ~ " N '" ~ "'. "'~ "'- a 0
~ ",- N- ,..:
U 0
III N
ii:
"'- "'- "'- "'- "'- "'- "'- "'- "'- "'- ~ cf.cf. "'- ~
~ <l '" '" '" '" 0 '" '" '" '" '" ~ '" "'0 '" ~ '"
'" '" '" '" <ri '" '" '" '" '" .. c0<D ~ ..
N
0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0
:;; 00 ~ " e- '" 0 '" '" '" '" 0 .... o~ 00 '" ...
'" " m '" 00 e- '" N '" " 0 N ~N '" 0
<II ~ 6 ",- 00- ",- ,,- 6 ,,- ,,- ",- r? <n- 00- ",- N- o
>- :::;: " ~ e- N '" '" c;:; 0 N ~ 00 ~ e- 00 CD
c;; '" N ~ "'. "'0 "'- a co
0 ~ ",- N- eD en
u 0
III N co
ii:
"'- "'- "'- "'- "'- "'- "'- "'- "'- "'- ~ cf.cf. "'- ~
~ <l '" '" '" '" 0 '" '" 0 '" '" ~ '" "'0 '" ~ ....
'" '" '" '" c:i '" '" c:i N """:0 9 N
0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0
:;; m 00 " '" 0 '" e- " 0 N 0 '" "e- 00 0 '"
e- o "'- '" " 00 "- N m 0 '" 0'" N ....
<II '" ",- 00- ,,- ,,- u:; m- ,,- 6 ",- eD (')-!'--- ",- ",- eD
>- '" m '" e- N N 0 0 N '" e- " e- e- CD
c;; co '" N '" ~ N. '" 00 "'- m_ '"
0 ~ N- eD
u 0
III N
ii:
"'- "'- "'- "'- "'- "'- "'- "'- "'- "'- ~ ~cf. "'- ~
~ <l 00 N 0 0 00 00 '" N ~ '" ,0 '" ~ ":
<<? ~ c:i <<? ~ ~ N 0;; c:i '" cD 5?0 ~ ~
'" CD
- 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0
<II e- '" '" '" 0 m '" " N '" 0 '" o e- 00 " '"
'" '" 0 '" " m e- N '" " 0 .... 00 '" '" CD
" co '" 6 ,,- ",- m- m- m- m- 6 ~ oo-!'--- ",- ",- .;
::l
m '" 00 '" ~ e- N " N m m N N e- " e- m '"
.... '" N N N. ~ 00 "'- m_ '"
0 ~ N- eD
0
N
~~cf.~~g;~~cf.~
#.~ci0~ci~""":~o:i~~
::!~r--rn~~~~:;;:(J)
~'#-'#-~#.
N~00~
~~~ui~
000000
oomooo"","
o CO...-- <.D (J) Lt)
...--- !'---<.6 -<:t- 00- eD
o LOG "<:t (J) 0
L() ('00) I'-- (J) Lt)
'-" (,,r...---...--- eD
cf.#.
e-CD
0Lti
"'...
ti~~26~f28~~~f208oo
.gel>"'-- L()...-- <D 0_00_<'1_<'1_1.0_ ~_C;:;_2tgt
ig~-~-~- 26~~~~Q!;~~M
N"<::tN 0J :!- "
<II
:;
"
<II
.c
u
III
f!
.a
:c
c
<II
><
W
<f)
Q) Q)
g 6 ~
~ rnc~~
.~ .~ ~ ~ ~ ~
Co E! >. 0... ()
~ ~ g ~ .~ ~ Jj .~
Q)Q)Q)~-g~ ~O)~
~ ~ ~ ~ ~ ~ .Q ~ ~ ~
t:: Q) .Q.,"o ~ '- ill '-
~~6~~c7)~~8-~
Q)
g
~
(/) ~ ~ s
.~ g> ~ ~;
~:.;::::::;15 cE
~ ffi ~ .~ ~ ~
~8-~~-g g.
f=ID~~<Eq
~~rt~~~
Item # 17
I" :g
2 .2
~~
f- Co
,,0
c <II
co c
't: .-
Q) ~
~ '"
c:;:
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Other Council Action
SUMMARY:
Meeting Date:4/28/2008
Review Approval: 1) Clerk
Cover Memo
Item # 18
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Home of the Year and Quarter, Business of the Quarter, Neighborhood of the Year and Quarter
SUMMARY:
Meeting Date:4/28/2008
Review Approval: 1) Clerk
Cover Memo
Item # 19
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Proclamation: Building Safety Week 2008, May 5 - 11. Kevin Garriott, Dev. and Neighborhood Svcs.
SUMMARY:
Meeting Date:4/28/2008
Review Approval: 1) Clerk
Cover Memo
Item # 20
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Proclamation: Emergency Medical Services Week - Fire Department
SUMMARY:
Meeting Date:4/28/2008
Review Approval: 1) Clerk
Cover Memo
Item # 21
Work Session
Council Chambers - City Hall
SUBJECT I RECOMMENDATION:
Proclamation: Tourism Week - Beach Chamber of Commerce
SUMMARY:
Meeting Date:4/28/2008
Review Approval: 1) Clerk
Cover Memo
Item # 22