20000900 Ver 1_Minor Variance_20010207

Request for a Variance to the Neuse River Buffer Rules
North Carolina Environmental Management Commission
Water Quality Committee
~_ February 7, 2001
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
L
Owner:
John Adams
3025 Westbury Dr.
Raleigh, NC 27606
919.781.8826 (P)
919.788.9301 (F)
Architect:
Michael Nicklas, AIA
Innovative Design, Inc.
850 West Morgan Street
Raleigh, NC 27603
919.832.6303 (P)
919.832.3339 (F)
Civil Engineer:
Mac McIntyre, PE
Parquer & Associates
4926 Windy Hill Dr.
Raleigh, NC 27609
919.876.7778 (P)
919.876.6678 (F)

l

Attorney:
Tom Worth
16 W. Martin St.
Raleigh, NC 27601
919.831.1 125 (P)
919.831.1205 (F)
Mitigation:
John Y Phelps, Jr.
51 10 Burr Oak Ct.
Raleigh, NC 27612
919.787.3658 (P)
919.787.6727 (F)

E
Innovative Design, Inc.

ia,;s.r;ment of environment and Natural Resources
Civision of',":ter Cluality
Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
prntpr_tinn and Maintenance of Riparian Areas Rule (15A NCAC .0233
NOTE: This form maybe photocopied for use as an original.
Part 1: General Information
1, Applicant's name (the corporation, individual, etc. who owns the project):
John R. Adams
2. Print Owner/Signing Official (person legally responsib!v fer the facility and its compliance)
Name: John R. Adams
Title: Owner
Street address: 3025 Westbur Dr.
City, State, Zlp: Raleigh, NC 27606
781.8826
Telephone: ~~
Fax: [phone]
3. Project Name (Subdivision, facility, or establishment name -consistent with project name on
+ plans, specifications, letters, operation and maintenance agreements, etc.):
~- ftilburn Dr. Gon ze ate Caro
~ 4. Location of Facility
~- Street address: 7400 Hilburn Dr.
City, State, Zip: Raleigh, NC 27613
County: Wake
' Latitude/longitude: 78°-42-53 W / 35°-52-42 N
5. Directions to facility from nearest major intersection (Also attach a map):
From intersection of 1440 (Beltline) Won US
across from Raleigh Memorial Gardens. Site is a roximatel 1 2 mile
nort o ntersection of Hilburn Dr. & Lynn~~Rfl. on west side of
n r. ~ \
6. Contact person who can answer questions about the facility: ~
Name: Michael Nicklas or Louis Gerics
Telephone: [phone]
Fax: ~) 832.3339
Email: ~nnovativedesi n mind
7. Requested Environmental Management Commission Hearing Date: Feb . 7 , 2001
Version 1: September 1998

part 2: Demonstration of Need for a Variance
:NOTE: The variance provision of the Neuse Riparian Area Rule allows the Environmental Management
Commission to grant a variance to an affected party when the following conditions apply on a given project:
i (a) practical difficulties or hardships would rr;sult from strict application of the rule:
(b) such difficulties or hardships result from conditios which are peculiar to the property involved; and
(c) the general purpose and intent of the Rule would be preserved, water quality would be protected and
substantial justice would be done if the variance were granted.
This part of the application is to explain how the project meets criteria (a) and (b). -
1. Attach a detailed description (2-3 pages) explaining the following:
The practical difficulties or hardships that would result from strict application of the Rule.
• How these difficulties or hardships result from conditions that are unique to the property
involved.
Why reconfiguring and/or reducing the built-upon area to preserve a greater portion of the
riparian area is not feasible on this project. If economic hardship is the major
consideration, then include a specific explanation of the economic hardship and the
proportion of the hardship to the entire value of the project.
Part 3: Water Quality Protection
4 .NOTE: This part of the application is to explain how the project meets criterion (c): the general purpose and ;
intent of the Rule would be preserved, water quality would be protected and substantial justice would be done if
the variance were granted.
1. Briefly summarize how water quality will be protected on this project. Also attach a detailed
narrative (1-2 pages) describing the nonstructural and structural measures that will be used
~ ~ for protecting water quality and reducing nitrogen inputs to surface water.
f _ A extended detention wetland will mitigate the run off from new im er ous
surfaces.• It will be two and one half times the re uired area. The
ex sting outlet from storm sewers will be re-routed through a new Swale.
i iona y, we wi incorporate a a vance so ar energy collection
system to displace up to 144 pounds of atmospheric nitrogen.
~~ 2. What is the total project area in acres?
3. Which of the following permits/approvals will be required for this project?
CAMA Major
X Sediment/Erosion Control
X 401 Certification/404 Permit
Variance Request Form, page 2
Version 1: September 1998

Part 3: Water Quality Protection, continued
4. Complete the following information for each drainage basin. If there are more than two
drainage basins in the project, attach an additional sheet with the information for each basin
provided in the same format as below.
Project lnforrrration Drainage Basin 1 Drainage Basin 2
Receiving stream name Unnamed tributary to urkey Creek
Receiving stream class' B NSW
5.83 acres
(]rainage basin area (total) _`_
Existing impervious area (total) 1:06 acres
Proposed impervious area (total )
Impervious area (on-site) 38.047
24.197<
'/° Impervious area (total )
' Drainage basin 1 Drainage basin 2
Impervious area
' On-site buildings .187 acres
N/A
On-site streets
On-site parking .105 acres
On-site sidewalks ~ .015 acres
Other on-site ~
:TotaF,oi1- .. - .002 acres _
1.41 acres
Off-site _._ ~.+ -
i3.1:0[al,,~+-~o"Lan•'-.,.ba+r~..-.-.,-.r..:n:....o.~....,.....,.,...... _ _
The intemet site for this information is http://h2o.enr.state.nc.us/strrrrclass/alpha/neu.htm
s Total means on-site plus off-site area that drains through the project.
~ Impervious area is defrned as the built-upon area including, but not limited to, buildings, parking areas,
sidewalks, gravel areas, etc.
5. How was the off-site impervious. area listed above derived?
Raleigh Planning Department map, pro'ect site lan and ad'acent
site p an
Fina! nitrogen
loading rate
(!bs/a c/yr)
g. What will be the annual nitrogen load contributed by this site after development in pounds per
acre per year without structural BMPs (stormwater pond, wetland, infiltration basin, etc)?
Attach a detailed plan for all proposed structural stormwater BMPs.
Drainage Size of Post-development BMP nitrogen
basin drainage nitrogen loading rate
4 removal
efficiencys
basin without BMPs
(ac) (Ibs/ac/yr) (°~)
1 ~ .35 ~ 21.2 _ i 40
2 ~ ';17 1.2 ~ 30
3 ~ .40 • E
4
5
:.Totals . 9 2 '
Attach calculations and references.
s Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998
.84
is
_--- .
Final nitrogen
loading from
drainage basin
4.45
.14
17
4.76
Drainage basins are all on our sib-`~"ey are
differentiated as follows:
1. New impervious surfaces
2. New managed open spaces
3. undistirbed open spaces
Only the .35 ac. new impervious surfaces are
treated in the extenueu detention wetland.

Part 3: Water 4uality Protection, continued
licable su pplemental form(s) listed below must be attached for each BMP specified:
7. The app
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-109 Innovative BMPs Supplement
f
Part 4: Submittal Checklist
A complete appplicatic~n submittal consists of the following components. Incomplete submittals
will be returned to the applicant. The complete variance request submittal must be received 90
days prior to the EMC meeting at which you wish the request to be heard. Initial below to
indi;.ate that the necessary informatior, has been provided.
Applicant's
Initial
,~
~.
~, .~ ,,.>
~,
~'
~~
~~-
~~-----
Item
• Original and two copies of the Variance Request Form and the attachments
listed below.
• A vicinity map of the project (see Part 1, Item 5)
Narrative demonstration of the need for a variance (see Part 2)
A detailed narrative description of stormwater treatment/management (see Part
3, Item 1)
• Calculations supporting nitrogen loading estimates (see Part 3, Item 6)
• Calculations and references. supporting nitrogen removal from proposed BMPs
(see Part 3, Item 6)
• Location and details for all proposed structural stormwater BMPs (see Part 3,
Item 6)
• Three copies of the applicable Supplement Form(s) for each BMP and/or
narrative for each innovative BMP (see Part 3, Item 7)
Three copies of plans and specifications, including:
0 Development/Project name
0 Engineer and firm
0 Legend and north arrow
0 Scale (1" = 100' or 1" = 50' is preferred)
0 Revision number 8~ date ~
0 Mean high water line (if applicable) ~
0 Dimensioned property/project boundary
0 Location map with named streets or NC State Road numbers
0 Original contours, proposed contours, spot elevations, finished floor
elevations
0 Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
0 Footprint of any proposed buildings or other structures
0 Wetlands delineated, or a note on plans that none exist
0 Existing drainage (including off-site), drainage easements, pipe sizes, runoff
calculations
0 Drainage basins delineated .
0 Perennial and intermittent streams, ponds, lakes, rvers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form, page a
Version 1: September 1998

Part 5: Deed Restrictions
By your signature in Part 7 of this application, you certify that all structural stormwater best
management practices required by this variance shall be Iccated in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 6: Agent Authorization
If you wish to designate submittal authority to ancther individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): Innovative resign • Inc
Mailing address: _ 850 w. Morgan st.
City, State, Zip: Ralei h NC 27603
Telephone:
Fax:
Email:
919.832.3339
[e-mail]
part 7: Applicant's Certification
I John R. Adams (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions. ~
Signature:
Date:
Title:
:~
Variance Request Form, page 5
Version 1: September 1998

r

Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
Part 2: Demonstration of a need for a Variance
Strict application of the Rule would result in a lot that would not be able to support the
intended project and would deprive the owner of profits from building and operating the
proposed facility. The intended use of the property is a congregate care facility. City of
Raleigh policy promotes such projects by allowing residential densities to be doubled for
. adherence to planning guidelines for such facilities.
The land is currently zoned R-10. The project is designed for 18 units of elderly housing.
If the variance is not granted, there would be no room on the site for any of the common
t indoor facilities required by the City of Raleigh for a congregate care center to be built and
there could be, at most, only three units. The only other foreseeable use of the property
would be for a single detached residence.
The site is small, only .92 acres. It is from 355 to 412 feet long in the north south
direction and from 88 to 130 feet wide. Zoning setbacks require 26 feet of the width. An
unnamed perennial creek runs from the north east corner of the lot in a southwesterly
direction to a point approximately dividing the west property line in half. Additionally, an
~ intermittent stream bisects the area of the lot south of the perennial stream. The
intermittent stream flows into the unnamed perennial stream, which ultimately flows into
Turkey Creek. The intermittent stream has been ruled a regulated, brown line stream,
subject to buffer rules. Steve Mitchell and Bob Zarzecki of the Division of Water Qua{ity,
NC Department of Environment and Natural Resources have inspected the site. The
intermittent stream is the source of our hardship. The buffers presented by the perennial
` stream leave just enough room to build the project with only a minor variance required to
build the driveway to the building through the Zone 2 buffer.
The buffers for the intermittent stream consume the majority of the lot outside of the
perennial stream buffer. Please see the attached site plan for the proposed building
footprint and riparian buffers.
We also feel that the intermittent stream is more of a contributor of nitrogen to the Neuse
River than our proposed project and nitrogen mitigation solution would ever be. The
stream is now but a small remnant of the original channel. It is now, for all intents and
purposes, only an outfall channel for storm drain catch basins located on Hilburn Dr. The
thirty inch concrete pipe that feeds the stream drains over three and one half acres. The
channel only has water flowing when rainwater washes over the off site drainage area,
~ over Hilburn Dr. and empties directly into the perennial stream. Our proposed design
4 would greatly decrease the rate of the discharge directly into the perennial stream by
giving the storm water some chance to perk into the ground by not being channeled
directly into the river system during a storm event.
We would also like to point out that the City of Raleigh allowed the property map to be
recorded in June 1998 without requiring the intermits ~ nt stream to be recorded as Neuse
Riv r b ffer The stream still does not appear on the City of Raleiah Plannin De ar men
Innovative Design, Inc. February 7, 2001

Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
property maps as of today (please see the attached map). We feel that if the City of
Raleigh did not require recording the buffers on the intermittent stream the Commission
look upon this as additional reason to grant us this variance.
Furthermore, as a consequence of the City not requiring the intermittent stream to be
recorded, the owner and design team substantially completed plans for the project under
the impression the stream was not regulated as river buffer (please see attached plans).
The surveyor had noted the buffers on the perennial stream, as required by the City of
Raleigh, for recording the lot, brat not buffers on the intermittent stream. We began the
design work in December 1999, in good faith, believing the stream was not regulated.
We did not learn the stream was potentially regulated until May 22, 2000 during a
meeting with Bob Zarzecki to review our driveway crossing. He and Steve Mitchell
confirmed the stream was regulated in their site inspections of May 26 and May 30,
2000. We would like to ask the Commission to take our good faith efforts and the
owner's substantial expense for design fees under consideration.
We also feel that depriving the owner of the use of his land would have an economic
impact. The current value of the land is approximately 580,000. Our estimates of the
cost of building and operating the congregate care facility show a monthly profit of
approximately 56,000 or 572,000 annually. The owner could recoup the cost of his land
in just over a year and be making profit on the land cost after that for many years if the
variance is granted. We feel that the strict adherence to the rule would deprive the
owner of that long-term income.
Finally, we would like the Commission to take under consideration the very lengthy
approval process the parent tract of land went through that has brought us to this point.
The site in question was once part of a larger tract of land owned by Mr. Adams since
1984. That tract of land was developed into an apartment complex and shopping center.
In order to increase the density of the apartment complex, the developers were required
to apply for a special use permit form the City of Raleigh Planning Commission. The
application was made February 1, 1996. After numerous requests for revisions by the
city, the permit was granted August 12, 1997, over eighteen months after applying for
~_ the permit. The approved site plan was submitted to the City July 23, 1997; one day
after the Neuse River buffer rules took effect. One condition of approval was that the
property map be recorded within one year. It was recorded in June 1998. By that point
i in time, the apartment developer had decided the small tract was not needed for their
project and the land reverted to Mr. Adams' ownership. We would like the Commission
to consider that, had the City not taken a very lengthy amount of time to approve the
permit, the recording of the site would, in all probability, not be an issue now. The
Division of Water Quality could be in a position to support our request for a variance had
the City not taken eighteen months to approve the special use permit.
Innovative Design, Inc. February 7, 2001

Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
Part 3: Water Quality Protection
Structural Measures
The structural measures we are employing on our site consist of rerouting the existing
storm drain that carries off site storm water across our site and adding an extended
detention wetland to treat the water from all new, impervious surfaces on our site.
~_ The existing storm drain currently empties directly into the intermittent stream, which
flows into the unnamed perpetual creek. It currently drains approximately 3.88 acres.
'f The proposed drain empties into a swale. The swale will flow approximately ninety feet
•- over managed vegetation before returning to the intermittent stream's original bed near its
intersection with the perennial stream. It should also be noted that the proposed storm
drain completely bypasses the new extended detention wetland.
The extended detention wetland will treat all water coming off all new impervious
surfaces on the site. The area of new impervious surface is .35 acres. We are required
~ by regulation to have 644 square feet of extended detention wetland on our site (see
Parker-Lincoln Basin Design Calculations sheet). We have 1,708 square feet of extended
detention wetland on our site. The 644 square feet is required for 40% nitrogen removal
efficiency. This is 2.97 pounds of nitrogen .per year removed by the extended detention
~; wetland, or, conversely, 4.59 pounds of nitrogen allowed to reach the Neuse River from
new impervious surfaces on our site. At over two and one half times the required
wetland, we should, theoretically, achieve close to nitrogen free discharge into the Neuse
River system from our new impervious surfaces. The total unmitigated nitrogen load from
the basin draining over our land is 33.5 pounds per year.
Please note that water from all grass and landscaped areas will be directed over the
riparian buffers.
~_. The extended detention wetland is to comply with specifications of the NC Department of
Environment and Natural Resources. Todd St. John, a water quality engineer with 'the
€~€ Division of Water Quality has reviewed the design of both the proposed storm drain for
t bypassing off site drainage around the new extended detention wetland and the new
extended detention wetland.
Non Structural Measures
The Hilburn Dr. Congregate Care center will employ an advanced solar energy collection
system. The heat collected by the solar system will be used to provide for the domestic
hot water and space heating needs of the building. The solar system will also contribute
heat used by an advanced absorption chiller for air conditioning.
The use of the solar system will replace using electricity to run this equipment and make
the domestic hot water. The solar system will contribute the annual equivalent of 86,708
Innovative Design, Inc. February 7, 2001

Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
kWh of energy. The amount of nitrogen oxide emitted into the atmosphere to produce
one kWh of electricity is .005 pounds (Cool Cornpanies~ How the Best Businesses Boost
Profits and Productivit b Cuttin Greenhouse Gas Emissions by Joseph J. Romm, Island
Press, 19991• To make 86,708 kWh emits 433.54 pounds of nitrogen oxide. If we
assume that the nitrogen component is one-third of the nitrogen oxides, we will be
avoiding up to 144.42 pounds of nitrogen per year emitted into the atmosphere that will
fall to earth in the rain cycle. This is 141.45 pounds more than the 2.97 pounds of
nitrogen we are required to remove with the extended detention wetland, or 48.63 times
the amount of nitrogen removed by the required 644 square feet of extended detention
wetland.
Additionally, the site will remain forested in the Zone 1 buffer, except where the wetland
and a pervious surface walking path will be built.
We understand that the intent of the Neuse River buffer rules is to limit nitrogen discharge
into the Neuse River and feel that we have met the spirit of the rule and exceeded the
letter of the rule and respectfully ask the Commission to grant our variance request.

Innovative Design, Inc. February 7, 2001

Post-development nitrogen loading rate without MP's (Ibslaclyr)

r
~..
{~
r

1 T e of Land Cover (2) Area
acres (3) TN export
coeff. (Ibs/ac/ r (4) TN export
from use Ibs/ r)
Permanently protected undisturbed
open space (forest, unmown meadow) 0.40 0.60 0.24
Permanently protected managed open
space (grass, landscaping, etc.) 0.17 1.20 0.20
Impervious surfaces (roads, parking lots,
roofs, aved stroa a areas, etc.
dirvewa s 0.35 21.20 7.42
,
Total 0.92 8.55 7.86
Source: Neuse River Basin: Model Stormwater
Program for Nitrogen Control, August 30, 1999
~~
Innovative Design, Inc.
February 7, 2001

Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
Part 3: Water Quality Protection, Line 6
1. New Impervious Surfaces "Basin":
21.2 ibs/acJyr x 60% contribution = 12.72 Ibsfac/yr x .35 a = 4.45 Ibs/yr nitrogen
contribution
Or
21.2 Ibs/ac/yr x 40% removal efficiency =8.48 Ibs/ac/yr x .35ac = 2.97 Ibs/yr nitrogen
removed
2. New Managed Open Space "Basin":
1.2 Ibs/ac/yr x 70% contribution = .84 Ibs/ac/yr x .17 ac = .14 Ibs/yr nitrogen contribution
3. Undisturbed Open Space "Basin":
.6 Ibs/ac/yr x 70% contribution = .42 Ibs/ac/yr x .40 ac = .17 Ibs/yr nitrogen contribution
Total Nitrogen Loading from all "Basins" = 4.45 + .14 + .17 = 4.76 Ibs/yr
~ Total Nitrogen Loading from new construction (impervious + managed open space) = 4.45 +
.14 = 4.59 Ibs/yr.
~ The calculation for Final Nitrogen Loading is split into the three "Basins" because only the
water from the new impervious surfaces is treated in the proposed extended detention
wetland. Water from the managed open space and undisturbed open space is discharged and
"treated" across the riparian buffers at 30% removal efficiency.
~,
i
k
Innovative Design, lnc. February 7, 2001

Basin DeS.,An Calculations
1. S'alculate Basin ~i
Parker % Impervious area = .35 AC
B~.Associates
Total drainage area to wetlands = .40 AC
ENVIRONMENTAL, HEALTH
AND SAFETY CONSULTANTS
.35/.40 = .88 = 88%
SITE DEVELOPMENT
AND PLANNING CONSUITANTS Average Depth ofPool = 3 feet
From Table 1.1 with 88% impervious area and 3 foot depth, the SA/DA ratio
is given as 3.70f
The surface area required would be SA = (3.70/100) x .40 acres = .0148 AC =
644 sq.ft
The surface area provided by the proposed wetland basin is 1,708 square feet.
This is almost three (3) times more than the minimum required size.
2, (`alculate Water n tali .y Pool
Calculate the design run off volume (the temporary water quality pool) that
~- must be held in pond above the permanent pool level.
RV = 0.05 + 0.009 (88)
RV = 0.84 (in/in)
Find the volume to be controlled
Volume = (Design Rain Fall) (RV) (Drainage Area)
Volume = 1 in. Rainfall x 0.84 in/in x 1/12 ftlin x .40 AC ~
~ Volume = 0.028 AC feet or 1,219 cubic feet
'~
r
L
E Parker 8r Associates, Inc.
Offices
14; 51 S. Harrell's ferry Road
Baton Rouge, LA 10816
TEL. [phone]
FAX [phone]
4426 Windy Hill Drirt
Raleigh, NC 21609
TEI. [phone]
fAX [phone]
The additional vertical water storage required is .71 feet or 8.5 inches.
FMdm\PC\GaryBa\001520\calbasi n. mem
w ~w.parker•assauatcs.com
InnrO a re Rkd ppr.

08/27/2000 12:28 FAX [phone] RAKE SRCI>
' Figurr 2b: Method 2 for Quantifying TN Export from Residential 1 Industrial / Commercial
Developments when Footprints of al! Imperv{ous Surfaces sro Shown
Step 1: Determine area for each type of land use and enter in Column (2).
Step 2: Total the areas for each type of land use and enter at the bottom of Column (2).
Step 3: Multiply the areas in Column (2) by the TN export coefficients in Column (3) and enter
in Column (4).
Step 4: Total tfie TN exports for each type of land use and enter at the bottom of Column (4).
Step 5: Determine the export coefficient for site by dividing the total TN export from uses at the
bottom of Column (4) by the total area at the bottom of Column (2).

Imo 8
(1) (2) (3) (4)
Type of Land Cover Area TN export coeff. TN export from use
(acres) (IbslacJyr) (Ituyr)
Permanently protected undisturbed 0.6
open space (forest, unmown meadow)
Permanently protected managed 1.2
open apace (grass, landscaping, etc.)
Impervious surfaces (roads, parking 21.2
lots, driveways, roofs, paved storage
areas, etc.)
TOTAL ~ ---
The rule requires that all new developments achieve a nitrogen export of less than or
equal to 3.6 pounds per acre per yeas. If the development contributes greater than 3.6
lbs/ac/yr of nitrogen, then the options shown i.n Table 2a are available based on whether
the development is residential or non-residential.
Table 2a: Nitrogen Exhort Reduction Ont{ohs
Rea{dentlal ~~ Commercial /Industrial
If the computed export is less than 6.0 If the computed export is less than 10.0
Ibs/acJyr, then the owner may either: Ibs/acJyr, then the owner may either.
1. Install BMPs to remove enough nitrogen 1. Install BMPs to remove enough nitrogen to
to bring the development down to 3.6 bring the development down to 3.6
(bslaclyr. Ibslac/yr.
2. Pay gone-time offset payment of ~330/lb 2. Pay gone-time offset payment of $330/1b to
io bring the nitrogen down to the 3.6 bring the nitrogen down to the 3.6 Ibs/aclyr.
Ibs/ac/yr. 3. Do a combination of BMPs and offset
3. Do a combination of BMPs and offset payment to achieve a 3.6 Ibs/aclyr export.
pa ment to achieve a 3.6 Ibs/ad r export
If the computed export is greater than 6.0 If the computed export is greater than 10.0
Ibslac/yr, then the owner must use on-site Ibs/adyr, then the owner must use on-site
BMPs to bring the developments export down BMPs to bring the developments export down
to 6.0 Ibs/aGyr. Then, the owner may use one to 10.0 IbsJacJyr. Then, the owner may use one
of the three options above to achieve the of the three options above to achieve the
reduction between 6.0 end 3.6 Ibsladyr. reduction between 10.0 and 3.6 Ibs/ac/yr.
13

06/27/2000 12:28 FAX [phone] WARE SWCD
The flow control requirement is not required for developments that meet one or all of the
following requirements:
• 'fhe increase i.n peak flow between pre- and post-development conditions does not
exceed ten percent (note that this exemption makes it easier to conduct redevelopment
activities).
• The proposed new development meets all of the following criteria: overall
impervious surface is less than fiRecn percent, and the remaining pervious portions of
the site arc utilized to the maximum extent practical to convey and control the
stormwatcr runoff.
It is recognized that in certain parts of drainage basins, stormwater detention can
aggravate local flooding problems. Communities may need to tailor requirements or
provide exemptions to those specific locations.
E, 2-E. BMPs for Reducing 11Htrogen
Dcsigni~ best management practices that remove nitrogen from stormwater is a
~. developing field. Researchers througllout the country, particulazly in the Southeast, are
conducting studies to determine effective means of controlling nitrogen. At the present
` time, current data indicate that most BMPs remove only 20 to 40 percent of total nitrogen
on a consistent basis. All BMPs require regular maintenance and some have varying
performance depending on soil type and the season. It is crucial to consider the issues of
aesthetics, long-term maintenance, safety and reliability in BMP design.
X10
Since it is relatively difficult to design and maintain BMPs that remove nitrogen, the TN
accounting method in 2-C was designed to provide credits for site planning practices that
reduce nitrogen loadings from new development These planning measures include ~~.~
reducing impervious surfaces and protecting open spaces. More detail on planning
measures that reduce nitrogen loading is given in Appendix G.
The following BMPs maybe utilized for reducing nitrogen from new developments:
• Wet detention ponds
• Constructed wetlands
• Open channel practices
• Riparian buffers
• Biorctcntion
Proprietary BMPs
15

08/27/2000 12:26 FAR 919 250 1058 SAFE SRCD
The Neuse Stormwater Team estimated total nitrogen removal rates for various BMPs by
conducting a literature scazch of studies performed on BMPs. The total nitrogen BIv1P
removal rates based on current literature studies are provided in Table 2c below. A
summary of these literature studies is given in Appendix H.
Table 2c: BMP Types, TN Removal Rates and Deli®n Standards

BMP Type TN Rsmoval Rata
based on Current
Literature Studios
Appropriate Design Standards
Wet detention ponds 25% NC and MD Design Manuals
Constructed wetlands 40% NC and MD Des' n Manuals
Open channel practices 30% NC and MD Des' n Manuals
Riparian buffers 30°~6 Neuse Riparian Buffer Rule (15A NCAC 2B
.0233
Vegetated filter strips with
level spreader 20% NC and MD Design Manuals and other
literature information
Bioretention 25% NC and MD Desi n Manuals
Sand Fitters 35% NC and MD Desi n Manuals
Pro rietary BMPs Varies Per manufacturer sub ct to DWQ approval
Other BMPs Varies Sub'ect to DWQ approval
4 If more than one BMP is installed in series on a development, then the removal rate shall
be determined through serial rather than additive calculations. 1~or example, if a wet
detention pond discharges through a riparian buffer, then the removal rate shall be
estimated to be 47.5 percent. (Tbe pond removes 25 percent oFthc nitrogen and
{ discharges 75 percent to the buffer. The buffer then removes 30 percent of the nitrogen
that discharged from the pond, which is 22.5 percent. The sum of 25 and 22.5 is 47.5.
The removal rate is NOT 25 percent plus 30 percent.)
2•F. BMP Mat~ntertance
~11
' If BMPs aze implemented to achieve the nitrogen loading and flow attenuation
requirements for a development, then the local governments must require a maintenance
plan for the BMPs. The stormwatcr management plan must describe the local
government's selected approach for assuring BMP maintenance. Possible options to be
considered include, but are not limited to, the following:
• The jurisdiction can charge a stormwater maintenance fee and assume the
responsibility of maintaining the stormwater BMP itself, including providing annual
inspection.
• The jurisdiction can notify the owner upon finding that maintenance is needed on a
BMP. If the owner does not complete the maintenance himself in a timely manner,
then the jurisdiction can contract out the maintenance itself and recover costs in the
manner it determines most appropriate.
16

., ~ ~
~ ~~~~~ ~ ~ ~~ i~ ~ V~ ~
A ~~.
~~~~~~~~
Y' ~~ti.
r: ~Y,.
~ ~ ~<, /~
I '~
it
\ F / // _
i ' is
J ` ~r l
,. ~
\ ,/~ ,
~, ~,
~. ~.~ .~.
~ .~: ~
~~ ~~
~'`~_:,
>~ ~ \ `:;
\~ti`<
~ ~
\` ;~ .•
\~. j'
~ i
\ ~ ~ ~ ~ *~~
\ ti` ~ ~\
1
J
:-,
;~ ~' /• i
i /~' j
,~
,~- ~i;
t ~-/
~\ /
//:y
yS I~t' ~~ ~ ~~T
CITY OF RALEIGH

tirorv-mv/e~e tovu vwwara ~uaoN ~anra 'uidts Nvsao~ .~ osv
Nss~a ~nildnoNNi
C~
8
swead ~~ N~-ior ~~° ~ a a -, ~
~ a~~o
~N Cana •~aa ~ oo~t m ~ ,~ ~3 S
~~~~ ~1dJ=1~~~N0~ '~a N~(18~IH .,:,~aa ~ ~ ~ s ~& ~ s
_..
--
~.._ R
s
i
k
DI
C)
-_ _. _._ r... ,-

l•ou Lf6[-csC cstt ,~
~ 7N 'h'~11] 1V'J - ----- ---- S~
I
~
ud
eleoc nu.gnroJ •.t~on Mme
pony Aiu) .yo Feu afros 194f1
; ~
\8
NVId aNVl13M -- ~
- - -
N ~
K

aonpn.uo, A,.Ing ~ •V1N.11 •~el~.,~un..u
' /
~
~~ d 0 ~1 d 0 3~ O N 0 0 ---------
r~o
.~ul
sa)o~~ossy ~g ~a>Iio~( aloeu~
__ _ l.J
L

J
F
W
~ W

Q

Q
~ ~

~ ~~ ~
Z
O
w
~ O ~ (n
U ~
~ ~ (n
L ~
~ ~ c/1 O p
f--
F- ~

~ ~ ~ Z ~ O
_
II ~ > ~ t,J Q
w ~
~ _ ~ O
Q ~ ~~ O

~ W Li ~ ~
( ~ W Lil
~ ? ~ m L,~ c~ w

O J ~ O Q w w
Ln ~ w z ~- z ~ cn
°
O ~ ~ ~ Q w ~

= w o w LY z
f ~ w w I- o Li _
Q ~ 1- V- Q O W
J ~ Q ~ w Q
~ w ~ w ~' Z O
J ~- ~ w cn O Z
~ z U ~
O
U I ~ w U ~
N LL W
O O ~ ~ Li.. ~ ~ ~-
Z ~ Z ~ ~
Q Q O Q m
Q ~ z
•-
(n ~ ~ O Q O
O ~ ~
~

O I
Z r- N ~ ~t ~ cc>
S
l
Li i
LL
G. O
- o ~,
~_ , ~ ,_ o
r1 ~ II K O
~ O ~ II rV .J
1n ~ II II _ 1- O r7 -.t
~- N~7 O II -~
.-: 'tpZ ~ .~1'J O F ..
L(J ~ -- > ~r70 ~-~ _J
~ Z I
~- ~Z- F---_ '-Oj G_
}~? Z
1-
~ __ .. a:
<~' ~ ~~ ( ~
~ -~---
w ~ ICJ
(-~ ~ "~ d~21_Of n
_ ~
// ~ N
~•
/ !
n
a Y-
~ _ I, i
'( I u Z
f` ~\
' t0
~: ~ ~ ~ ~
M
i J
j' '. ll ~
~I ; `, i ~
~ it d 4 i .,.,
~~ U ~ ~~
i - -'-- -
~~ - a ~ _ - _
O >~Z - ~
ai
d '
L
_,:J .-
,,~ ~-)

~j
it
~'
s~
;~
~1
'
ll
j~
~
'
1I ~S
~~~
!~
rl'
a~E
i{
!~

~

~R
11
~1~

~
,;;
~,`
i, ~i

~

S

~

2~
~
l
.
.
-
f .
e
f .
i
f .

f .
i
- i
.
-
R
L

f
R t R l t t t R R R

~ tR ~ ~ !~ `
!~ i s is i ~ li
l l i ll i t~ j} ~~~ 1 l i i j It
~ ~ ii J ~~ ~l ~l~ ~ ~;9 : : !
~ ` ~! j ~ ~ ~ ~ ~
i t (

.
e
i ~
e
i _
i
R ~
i
R
i .
i
i
R .
i
t R t R t R R R e n t R
` ~ ~ ~ ~ 7 ~ ~ ~ J 1
J
!~
~ ~
i~ }g
~~ 6
~~ 1
~ R
~~ ~
~~ ~~
~~ k~
~a !
~~ ~~
i~ ~
f ~j
~~
s,
1- f7
"~ n
~~U •. 00 •'~" 1
~: II
;, t. ~ 4%
v+
x
0 •. ~ [ ..
( ~' t ..
a 1 I~ I RR!'~ , /
n ~ ( m ~~--~ j ~ \
an ~ '~ - ~ I
(ri I '\ ~
c \ 1
~z
w > ` • ~ I
~~ ~ ~~'
~ ~ - i ,.
--~ i • ~ ~~
,'~
1
rl /
d
Q
>-
~z
Z
U
Z
O
F
Q
t-
W
W Z
~ a
~ f
rn w
w ~
O O
lL H
~;tii.~
~/~ _ ,
~
I Q
W
f ~
Q ~
W N
fY F-
H Z
to W
~
J ~
Q
~
z ~
z w
w ~
~ z
w
a
f
~ .- ~
U
N t
v CR
a a~
a ~
U

O
J
U
O
U
W
I.L

OOOZ 10'61 41 Lt u,Y' ^ul MO'(-J\Sfui rt.lp WI1lnJIfuO)\.~.~ .1.O.~uOJ\ 0

\ ~
~ ,\ ~ ,~
~ ~ \ \ _ ~
~/ ~ ~~~.
., '~
j ~; ~'
- ~ ~ 1 _
toss \` ~ ~ l /% i / ,/ __,_
~ ~ ~ ~ / ~" ~
vze'ez ~ - ~ .
. ,, ~ , _,
1
~~ ~ ~~ ~ ~ _
;, /
C , , _-_
j ,
~ ~ „,
/,~
. -. _ ~ ,
-- - _ _
~, ~ / _" ..
~~---
i _
i~ ~
I, / ~~ ~ ~ _ __ -
_ ~ J` "~ , ~' - (~ ~' 3JtJNit'1210 311S ~~O ----=.
\ ) ~ ` -. _ -
~~ ; , ; ~ ~
j , ~ ~',. •. .~ '~
~ - / ' ~ ~~ ~ A ~ '~ ' ~ ~ ~~_
,, ,~
'~ ~ ,,-~~;~- ~ l - ~ ,,~~;~~~~,
. ,
\~
~ ~ ' ~~ / ; /
~ ~ ~ ~ ~~ ~ ~ ~ ~ % ' '~ S1N3W121~/dt~ 1N3~3?~ ~~ ~~' .
~j~ ~ ~/// ~ ~,
~ _ ~; A
1 1 ~ , ~'~ , :;1~ ~ ~ ~ ' ' -~ -~~~ Wd32~1S 1N3111W2~31N1 "
.Z8 ~ ~" / , ,, / "
..
,,
r '
---
~,1 i ~. ~
r '~(~ ~\ l Wd32~1S ~dINN3?~~d ' , ,.~ -
,,
s - - ~~ ~
-=
;,~ ~ =
~\~
ens ; ; / , ~ ~ ~ •r _ - .. -~ -~
~` ~ ~ ~~ - , , ~ _~ f -_ _ - _ - -~-
~ ~.
/ ~ ~~ yL ~ ~~~~ _ - _ -_
~ ~ o ~ \, rise ~ _ ~.,, ~~\ ~ ~ _~_~_
~:, ;; - liar ~ ~ __ .\ eea
I ~ ~ ~ ~ ~,
,,
o •~,. \_
~,, ~ N 2e'o ~ X.
.,
-
,~ ~ ~; '~~_ '~z ~ \ ~~~
~ ~ ~
I ; J ~ ~ ,A ~ ; ~! rail ti ~
~~ \
-- ~ z
~)
_-
N
,.
;; ,
`\
~ ~ p \ ~ ~ l ' ~ ~ ~ - ~- - ~,yl
'~, e ~ ~~ ~ , ~ ~ 1 _ ~ ~'~ a (le) ~-_ ~ t e
,. ~i ' ~~ ~ ~~ ~0~~ ' ~ `~ /~,6 ( ~ ~ oral atao
~ ~ ~ ~~ -~ ,~ ~ / ,- gG l .~19 ~ r
p
ti0 L o 7 ~, ,`~ r \ aS ~ i \~' " ~ __t~ -t-t-vZOE*/i~~.~._,
aZ6t ~ • . ~ ~ .. _ .
jR ... .. __. _.

fOf1-Cf9/111 'fO/LL YN10W0 NlYON '1100rY '137YLL NYOlpll ~~ 001
N~IS~a ~~Ild~ONNI
,OL ~ .l 31YD5
MI~d ]115
R
Q
p
A
t
C
Y
2
v
e
c
e
a
6 _N

swdad ~~ NHOr y,~ ~ ~ ~ s~~~
ON 'NOOiYY "YO NYM11N OML ~ g ~ Q~ ~~~
~2~b'0 ~1d0~~ON0~ '~4 N~J(18~IH LaroYY ~ a ~ t¢F6 ~e
l...l~
IW
I1__'l.
l~
ff~
l l
'^~r/
1__7~
~W
V /
W
z
0
Q
w
Q
0
0
O
8
0

-~~' ' ~
x
w
• i
i
~ ~~ ~, x
n
~~ ~ ~ ~ ~
~~ ~ , ~
~~ ~ ~
J ~ ,
~ ~ ~ ~~~ ~~
~ ~~
~~ ~ o
~~ ~~ x
a•e=
z
~ ~~ ~~`
• 6 `~
~~ ?~ ~~'
5~ ~ 3~Il~Q~ + ~`\
` ~ BIIH ~
~ ~` \
\ .~ ~
~ ~ -_
~~ ~
~ ~ ~ ~ ~~r
/ ~ \ 3 E
~ ~ ~sro~
~~ n ~ ~ \ 3
diy `_~~~ ~~ `
o'' ~~ ~ ~
~ ~
~ ~
R b
~ ~Y ~
~~
~~
~ ~~
~ ~
~I
~I
~..~

J<
A
A
a
s
f
i
•
i
a
s

sai-a1Wae twcl rr+nan~ /LLYON ~aor~'uAUS Nr0a0n •~ a~

Nois~a ~nildnor~Ni

~ SW`d4d '~ NHOf ti~,«a

~+'wmw `ia NlnniN oWt
3~b'~ 31dJ3~JJN0~ '~4 N?~f18~IH ~"""° ~~~

~ ~
ga~ au

;~v
~~`~~ O
O

(/)
,oL ~ .1 ~3lroS
Nrld 316

/ ~
I
r
/ ,
/ /
I i
I
/ I
J/J I
1
1 kJ
I
I
1 1
r~ •.,~~
1 l~ _
1
I 1 ~
I /
1 ~I i ~
1 i
I
l'
I ' ~ ,/~
'" ~
1 I, ~
11 ( ~
f l
~
I
11 ~
,.--
I - , ,.
1 „ ~--,
' 11 1
1! ,
11 ,~
1
1 1
I~ i

I 11
I II ; I
~ ' ~~%
~
'
-~
;~
~
I I

-~
11
'
11 ; ;
1
~
11
11 ; ~
1 ~ ~ I
~ 1 I
1~
1 0
k ;
1
,
11'~ ; ~ i
' :
i
' 1
1 Il
~
i l l ~
~/
/ / ~ ;
,
/ i
~
1
1 1
I II I
~
~'
,l
11
~
11 ~ i
1 II I
11 -1-

"/ ~
1~ ~~.~

:
i .
i 1 ~ ~ ~~ O
/./
/'
.%
/ ..~I / /
/

/ ,
/ ~
/ /

0 ~
R
a
°>

I
B~
~~
c
t
g ~ ~
~ 9

~I 1 e
y ~
~ _ -~®I ®I
~ M C ,
] ~
! Gd
i
-- r! {{ .

Ei

! ? '-" t }
1
~ © ~ ~
~p il~~I
qq 1E
i~ "~ j
,~ 1 8 1 81

®0 ~ !:

o 0 0
..
!

; :. _
;
o
( E~
,
t
~:, ~~~~F~ f 1
~
6 E ~ ::r i } ! ~ ©I ©1 1
ci
,~

r+' r.
r a
::ae1 BI 8 1#`E`+
f

1 1 1

i~
I
:..r. --
B/ I 1

, t~
' i
11
I O
a 1 ;
ec a
i~ ~~ 9
~ .
I I ~ I I e E~
F !' ~
I::i

p '~ ~ ~oA

4

.' ff~ [[
f ~ frS~ ~4~ L ~~~~+ ~~ f ~ s ~ pps T yps
~' ~ L
' ~ = YL 0D [' ~ r ~ i
~ Y
r.I
F
Q Y
`
,~"~ ~^ Y~ 8 ~~~~g{{fyg V i E f f i
t t t

v

y y~
I{
I [
~~
~ ~ F i ~ ~ I( as fE ~ ~ ~~
~
~ yy
!
~~
15 ~~ ~
~
~ ~ E~ +
r i+
+
• •
E i
I s

N `
~~ ~~~ ;...... HII.~URN DR CONGREGATE CARE
.. ...,,~... ~
®INNOVATIVE
DESIGN
~,
~ t ; P, AD A A4 S
~ ..o. JOHN .,........».....,.,.. ,.~ . .... ,,...
~»µ-
---~ i

~I

fQ

O
6
C ~ 0
a
/ ;,
~~
1
~!
I
~~}~ ~
E~

® ~ ® ,
i a 1
`
~ }
• .
•.
•

. j
=
---- ~ ~:
~
~
~
~
•.. _ ~ t
..
p~ I
- I ~ ~Iti {d {~ {6 {~ ~~ {i
I
f ~
` I ~ ~~- ~~
, ~
PP
i
°
~ ! ~9
~ ~9 !~• j!
i
!
~ {~ {~
i {~ I {~ {~
{~ ~
~ ~ *I~ ;li ! IO~IpO
(
I
E 1 ~ 1~ I ~~ ~~ ~~ r6 1~
~
~ Ij 13 I~ ~ 1~
~ 9 ~ !~ ! 9'v_ 9 !
I 1
i ~ i

t R
e
i i<
~ a
' i
Fp
i
N
o ~~~
~. ~ ~"~
B~ ..,,~ HILBURN DR. CONGREGATE CARE
~----
INNOVATIVE
DESIGN
N ~ ;< ~ .... JOHN R ADAMS ^"~"'

Ji

~ 4
~
~ ~
~ ~
~~~ ~ 1 ,~(I~~~
~ >wf f}
i '

----~ I ~; ~; Ig
~

---v --o
__~yy
4~ p
F i p E
e
r
n
~apc~ _ _ _~
'~~ U n
-O
--~ a e a
_-0

_.ZI ~~4 1.4 K.I
a
:~ :F Vy'
[t ; q 5 ~
't 1
9

! t
EE ~ ~ b
3 3
---~
--~ 3
+
't ~ E

0 D
- ___.__ ~
- --©
F E E
- -O
r1
Y-f
~ 5 =-`
~e
b ~
~ i~
~ p =
L~ ~ C ~ Y~~ ~
4•
'
~ t
4 ~ Y
j
C
F ~ ~f ~ ~ i~(
~ !~ ~i~'
~
a ~ I ~
{ z fftP~ ~ ~~il F J N 1lEt
3g f ~t€ t
~ it ~
~ ~

N B
dj;~ ~ ~' i
=.~~ .~r,
.o,..~ HILBURN DP.. CONGREGATE CARE
~a~--->~~ 0
~
®INNOVATIVE DESIGN
~ 'b . a° .... J O H! J R A D A ~s~ S .a ..v.,.....,...,.., a..,.o,....>, .,,.,,...,
.

~ / ~ ul I
I ~ ~ I
,
~ ~ '
I ! II
' II
I '
~ `~ I
I / '. .'
' ~ II
8 '
I i;,,' I
~r ~
I ~ ,' ~ I , ~
I
~ a € ~ i /',; I a
I *~ I
r I ,'~ I I i I
~ ` I I ~ II
:.. ,~~
I I ~ ~ ' ICI ~ "0
~ ~ I /~ I,; I I I ~S
~ II
i I ... '
~ .r ~~ .i 7 r•-r I I
11
I n -„ --
~ I
I .,
i, ~ ,
r ~ I I ,
I 0 ~ ~
, ,j I
-v!v v eao 4 i~ i ` I
i ~•~ g f f 't ~ I ~ ~ r-r ~' 4
LQ p, y _ •,
R T ~ ~„~ Er I Ir i
d 1 4 ~ ~ ~_ _~ I~
~ _ 1_ 1
1 '+
~ • I { , I O,i I 4 r
z l as{ 1
1 !' i { ~~iF / L
7 F ~•
0000040®0000 S !I { .•~ ~ ;;,#,
• ~ ~ a - ---- - {
~c~~rlttt~tttt ~ - ~ ~ { --O
t ! t t i ~ E.. /• ~
/
rj _ ~ r-r r r.~ ,
j I ~ ________~.~
~ IIV ~ r.r
O f
I
m
O I ,
a k + ._
!~~ ~
,.,.~ HILBURN DR. CONGREGATE CARE
D t~R ~ ~!', •_,,,,,,.,,,~,,. ®INNOVATIVE DESIGN
i ,... JOHN R. ADAMS
L.~

t
!s~(~~

I
~ ;!
i

i
E
i I'
pp I t
g c
ti i
i ~ ~ ~~
~, ~
I I
..
r. .r r+ ~.
I I
I _ _ __
a ~ ~ "~ ~ ~
r1
II r

II
II I

~

I II
II
II
II
II
I ~
I

I
1 1 I
I
I
I
II

II
"
II
II I
I i
I

I

'

'

,

II
II
II
II
I~ I ~

i ,

I
'
IEI
II i
II
II ,
'
F I : I.
f
,. ,~
o ~
..- -~-- ,
,_
~~
~ , . ~ - ~ r---~ ,
~ `T .._...... LJ ~ ~ O
,g
oa
:~ _ _
~~ - ~ -
~ ~ I i ~ ~
... {
I Y
~ I
F __
~ OG'i00000©0000 R I 1
,_,.
. .
gt }'tRt tttt -- _
.I ~
( ~ . { I. I~l ~ ~ ~ {
r " I 1 • ~~
ti - -
U 11i iY r-r
0 ( 0 1 ~,
O ~ ( B fill` ail
0 ~
D t~( ~ ~+~ ~ HILBURN DR. CONGREGATE CARE INNOVATIVE DESIGN
N ~ !~ ...,. JOHN R. ADAMS
L ----

4i ji
~ ~ ~~
>i
e 3 ^~
9 ;
i
i
M

E
~ ~ 8 ©0 ~~ 8 ®D ~ m ~
~l~~~!!!!If<!4!
gt t~~Rtttlt
+f ~! ``ss r
~ tStl~ii~t
I1
~ > I
O it~
ato
O ~~~

~i1/
~ffi ~~
-m.~
U
_~
D ~~ ~ `ESE ,.,~, HIl BURN DR. CONGREGATE CARE INNOVATIVE DESIGN
O a~~~ ~ 9 i ~ ~•• . ur•• ® w , w.w ~w,i ..cw o. ire.. era w.,..rw
W '~ ~ .... JOHN R. ADAMS

i~
~~ ~'
b

i S
i
E
I

~.
~
~
~ r!~
B
~ P
e a
i as
0 ;

f
R

f
a
D
F
s 000.7000®0000 t
41~~~!!!lttklE`
~t _~~tttttttt
i t E~ci'~~~i
t}

~%
•a~~
_-ffi~
-1
.~
_~
E I
> i
Q° ~~~
e~
a:~
t9~
i
~ ~
D !~ ~ ~ ~;E .o,~ HILBURN ,D R. CONGREGATE CARE INNOVATIVE DESIGN
~ 5{ _ ~ ~ ..... JOHNr R. ADAMS

I
8
t
i

' ~ ,
1
n
j~ ~ ~~
~~ i~~~
~ '
t

~ ~ p°
I - -~ - --®

y
~ I
7T ~
^ , ~ .. ~~

0
f tae AFI
`~`f11''/
~
J 1 1
e
11 _ _ _
•
~
B
B

1~ 1 ~'
_ _

T (tl~D
W '
~ a
~~ i jE
I
B
B (; ~
~ I I
o #---o

j B F~
E~
00oo
o
s
0
0
00000 ~
¢ 1
'
,
1
,
~ ~ S i j`[ C E E. ~ E E e ' 1 ... ~ I 1 I
q
d ~ R ~ ~ ~ Z t t R
~ ~ ~ - _ _~
~
t ! ~
~~

y -
- 1 - --0
~ !
}{
O F ~ t
n {
1
D QLi ~ ~ ~
`
r;~i ~6 ...., HILBURN DR. CONGREGATE CARE
,_,...,......,.~
®~NNOVATIVE DESIGN
o
(J~ ~
'~ ~
..., JOHN R. ADAMS
w ~~_~~~~^w~M~~~

�!
U;
r...
:...._r.,
wt
iY
�..r•
w. r. r �r
�.
iP
fYrr{-rA
Li
r.ti....rrw
>�
-+
ETD
I
ED I
m
©©
©©
W
Q
U
onlslo. w. wlcnta
K01'
aM51d. OX 1EIKS
W
r.r.r.
i..
r.
w. w. �.
r.s+ rr r-
�M[wLC
cr
\� •. r
.^
� �
wM
Irk I. •1
rY•+res
.�
dMLOI 0/. MQ gSIIA[
L'
FC11d1
U
m
•�-S
p
lY.rr•'r I.
dM510M 00- OOO±y
f
m1.-0...0•.4
©
�m
p
v
-�i-f
��� a��r�r
Z
•.Y.f
�
�
dMLd1 IS I[OW{CK - Pl
{ J
e
=�} � O
•
p
p
Q
'-r
®
m � Irrr..n
dM51d1 i{: 6iC1RCK
.
: r•... J
:
yl....a
t
..._•
------------
......•
WS
.4V y
s..4oe ...
aY o++. •r
i.�r•�i ae�
dY 10
A2.01

0
g
~ ~
g ~
~(~
!~
~t~1t

• ~}~~
t i~ [
~~
8 8 8 I
~
i i ~ } t ~
~
~
1} ~ ~~ }}
_ ;.:

,....... B B ~~e~ _

,.. ~ ~
-
,..
~-I - ~
--I? I
ki
~ e~c
1 ~ ~` ~ ._
~~
I I
~ it~ ~ }
~ I
~~ IfA
b ~ t ! ! a 7„!

~ ~ ~ ~ ~ ~ a
E 1
t ~ f.; I' ~~ ~~ ~~ I~
~
} f 9
~ ! ~ 7~ !
I
I
9e

-
! 7
f I
~ !
e ~
i {
$ ~
i ~
F
I
~
N
o }
~ ~x ~_, ,...~. HILBURN
......,.....m DR. CONGREGATE
..~ CARE
®INNOVATIVE DESIGN
~~~ ~w~.. nom. .»w.. .r,

N
L
~ 1 ~
.... JOHN R.
ADA
MS

JI

I~ G

-

~~ _.~
_.~

__~
__~,

:~
:~ _.~,

__
o
8
'~ ---
D
-~

--0
f i f
.s
K
0
'4(4 `~ ~
i ~I~I cl
~_
~~
f ~
4 a & j 9
c
D ~3~R ~ o r g ,,,,,,, HILBURN DR. CONGREGATE CARE
N a.,t ~ ? ~ ,.. _.......~..
~ ~~ ' ~ ` ..... JOHN R. ADAMS
W
f~~~ ~ 1} '
;ICI} ~I

E
E
l` :~~ss~tx~'~1~~'
~ ~ f~~ ~ ~~l~ ~ ~ M ~'j! ~
1~ f }1f6
~ ~
0
a
INNOVATIVE DESIGN

("0!) I16C -SS[ (SII) ~
(ao1N0) yfZZ-SSL (SZZ) Jr~ '~-j~~~-~ 1V 2J _ ~

O
~
~
919oL ouol4l^0, •a6rwg ~o,oe ~
pooy /us! a.INuOH 41^05 199ri S11~130 .lll~llfl g
~
~
s)uo)Inauo~ RIsIOS ~ 'VIIOaH 'loyuswuo~hu3
'
' ~ ~ y ~ ~ 1 d 0 ~ ~ ~ N 0 ~
sa~oi~ossy ~p !a>Ilod
~u~ p,piyyy,y warp
6~~e~
i~~l6 !
1. t 1cf 1v
rr f 1 ` b~, ~I ^
by
~r f /
aQ a~
f [! !!
C41~ s~~ 6c '~~'
~ii
~~~ t~
o~
z !a
!~
~ 1~ ~;i
- ---y--- - --'-- !i~

s
= ~" !
~ r !S
_ -' ~ ~ a
y ¢ o
aWw ~ !~
d n ~ ~~

p
1 ~ 1 E
~, ~ -E . ~-
~ ~~
~~~ pp
~! li ~ 1 '~
If iG 1 ~ ~ ~ 7
it
Y9
i ~f j ! .
,! a
`_:
__~
- i
t
1
~1 ~
L ~
~~ I i 1 r ~
~ .~ ,
j~ i ~~ ~~~L j ~il`~~~~3
~1- 1 t ~,~l~s~ ~
' ~~ 'E.ps3
afi Q~ Vii;'
1 3' lid ~j3~
d!~ ~)~ ~11.~11
~1~':%' ~
~~ ~ /
I~
.~
.~
1 ,
\''.
~ ~ ~
;~
1__E-- s ~:, , is
i
- ~~ 9!~
I
. ~ a~ui ~ ~~ ~~
3~
j.__.
i9 ~;,1 at "i1~1
s
`
~~
1 1i ~CYt
{'iE~
.
9
1 1
i
~~ , ~ ' ; ~ /l 1~

~i'LI 1
,
'
~4
, i1i ~ 1 I
~j
~~ j
~
~; ~ ! ~;~Il
3 y ~~ " ~, %~
i It ! , ; - ;--- ~~ 1
[,,~--- ~ i~i~j~~~i
g~~j'lii~f
11
f
11 If E
=-- J
3
r ~ t
~~ 1 1
y
~ ~ ~.._ ),
~ I j 1
1 p I/ '' 11 !
a ! ~~
' E~ ~
1 P 1, t . ~2 i ~ . .g
~d !.~~
p ~' t ;y
f it f ~,' ," ~ 11
,. . .
tal!/,
1-
/ ~i,
i i` 6' ail
la
I ~+,`r
'~ ! `~ !
1 ~'. , Qy
J ~ - I-~ ~
~I
~_ _ ~ ~
~~
~!
Is
I~~~
~ ~:~
_1 ;

-- - ~

~,
1
~.•
~ - - - r
~ ~
~aa,
`
e

~ ~
~ ; aa
~S
AO
~~
~"~'.
~
~;:
~
. E

i

e ~
.
~°b ; 5p
r
e 7, 4~
q
@ ~ Ay .e ~I
~
e 0~9i ~
~ '!
~B
~~

~'* !!aa
j~70
~
3
1~
t~
i
iSi
~ , , ~-
1 F
~ i~ i :; i e
1
~ iE9 ,! 1. l...... y t
n 76 ,t ~ ~
1 ••Y11 1~ya
~~ l;i~
1.1
~,.,
a
~~
11 1
~~ ~.-.,-~'- - 1 i i ~
i . _~
i t I 1~;~ ~~i~i ~
1` 1~~~
~ ~ I.i.
E ' Ali°~~ ~
t
t
i
65~~
~~s~
d
8
w
a
In a
_ a >-
~v
~'~ ~ ~ ~ >
yyYY
~ z
N [ d N ~
° ~>
~' a
z
W fa
f 2
Aa
-t--tt-t~N b~ a a
r o.
~~
~a
~ ~ _>
Zo
~., o
Y ~ a`
YS ~u
1t N
sb a a
~f
u
Y ;
~~i~~
~~~~~
Y ^
R
,~~~s
e M'
~~~~~ i
~a°~~~~
~~~~~a~
~ JAS N
- ;
~ [~
i~ 4~1 9~ti~ ~I~ ~~
I`
~~ s !~: I ~'~~~ j !z E i~~~ll
_.
' a
;___ -
11 ~ _
i a {sI ; ~E .. p~ ~~ 1.
` ~ . •~ ~~
3
e~ i
!,~ ~j~ ~~
i
i:~
l`l~~j 9
C
g
~lili~a~~1~
w*
~ ~
`~

*~,
~
~ k ~-~
~
w.
~'
~QL? y -~
s ~Oa ~
gg~ S~l(~
1 ~_~ .s
~ I I
--
jj
`-~ 1 r --+ ~ -- -
r ~~= M
- ~- . _ ; -----I -
~~
,f'l
i
it
~ -1-
i h:i~
I sr1-
c l'ri ~~.~ ~iyyl
il,
~~
•i
~i: ;i9: ,~fii

If
t"
1
-~=~ I ~ i
~`
x i
~
6 ' S
~ -
' I - E _.
~+1
r
r~
.ra
~a `
~: i
~ iEl
~r
9
' 1_ ..
/ `, _ _ y
~ l
l 1
_\ ~ _ - _ ~~
J 1 !)
-~
- -j
Q¢ pp G
^Z
O¢ C
1
'~ j9
!i \~ of
~ --
I
1.:
li
-_ _ 1.
OOOZ /0 1l :II 6{ uM uaM aD~l-7\s6ulsa~p uof i0nulcua]\a~a~ Ali
t .. i . ..1

(•oe) zrsc-ssc (szz> ,~ 7N 'HJ131V2~ S~ ~~
(o~~uo) rrzz-ssc (szz) ~ _ $ ~ °oN I ~ o
919~L ouclgno, 'a6noa ~oloe ~~; S-lldl3a J~lilll(1 __ ~a~~ fQ~Z ~\
pooy Ai~a~ c.IlauoM 41no5 19941 ~ S ~Nyt [] l l
cluollncuo~ Ala/o5 ~P '411oaN 'lo)uawuo~uu3 ~ ~ y ~ ~1 d 0 ~ N 0 N 0 0 g cS
•au~ 'sa)oiaossy ~ ~a~~od s~asaar ~
0
1 ~
s ~ ~ ~
,s ~
1 ~- nt~+

s~
91
~
!;
~~ ~
Il , ; U
~' ~ ail ~ ~~~

.
,.
-,
.~,'~ ~ U
40
,
,
'
t~~ y
~
~ W o N

~ ~r
ill
i ~ F tl F W
a
~~~
r W y~ p
s ~ ' ~i
~
i -

~ I
~
~
$$ ,~
li ~ a~
~ 1_. __ ' _ ~
gg ~
-- ! ~~ g ~v
~ 1 6

~ I h
b~4

- --- ~~~
/
~
~ ~ - I
I
) qY
~~ Q
~
1 ~~ =
i \ 8
eA x Y
~~ f ~ 1, ~f ~ a{~i ~ l ~ l ~ ~ 4
~R: ~ ~i9~ Ij ~~~ ~~~~' i t'' ; ' ~`q~
8j~~ ! 1114 ~~ ~~o~ ~~1~ ~ r ~ ~ ~ ~ i q6l ~.
~iiits ~~~~~i., ~ 9@ 9' ~~~
~$~;'~~~ ~ ~i' ~ 9M ` 1 ~ ; cr 9 ~~~ E;~
y R' ! r QQ913' "' Syp~ ~
Rl~~ ~ ~~9~~; ~ ~f 1~3, l ~ ~ ~ ~~ ~ ~l ~ . ~~a
dd D ~~ l ~ ~ ~ r ! ~ ~ ~ [C
~~' ~ Op~~~Gf~id~1 ~~16 ~ ~ a~;1 ~~ 5; l~ ~~~ 3 ~~
~8'a 9 i~~~'s~S~~~gi f~~~ ~ ' ~ieI166° 1~ i~ i~ tiB6 ~ ~~~
.. . ! ~
9t ~~ ~s __
~~~ ~ ~ ~ ~~
6 w ~~ ~a t° ~~~
r I
,- ~
a ,s~

ii Q ppp{
~
-lhpif It
~
~T a
~
R e~
R~Z~°~ ~°
~~ p~
~e
~~
a h cj
~
~
~
~
%~@Z~8 ~~fss ~e
~ 1
~ a
°z
~a

~
fi R
~R~~x~ ~~pxr ~
~i Al
~
Y~~9
IIJ ~ N
BytyF ~
R
R
. yy yy
~R~ 8 88 z

R 1 7
E r
~
I T
"*
o '' ~ y ~
4 r

S ~ g~ ~ a
>•
d f br
~~e
tisR
~4 ti -- g ------ --- -----~
I
4 . G
.--. ~ i
~„~ ..-
-_ ~
I I
~ ~ Y-
+,o

L
1~ "1
II
L I"'~
....-.

~
5 4 '%'
~
p
1

•~' i~~

~ _-
--- ~ 'T
-,
__

-- _
_' 11- - ~.1
~
_
~ ~ - , ~R'
~. __.____ q. ____... -€
.,. ~^
~ ~
r-- _ - - _ _ ='~ - _- -- ~~
.n

1
~ ~-
~ ~ ~~
° d ~ ~
7
~ ~^
9
N ~
~~~ a
o ~_~~~
w ~~10$~
awi~~
e~ ~
~
U ~
a
u
t
z
O K < < N m
V ~ 3 J h

'° m
$mi
~
~
u
0
z
4
:~ ~ ~ ~§ ~
m
~ ~
~? i r o
~ w
•, ~ ~ a p S m

K m ~ ~ m C]
j U V Q
w Q 1~ Q
O
(J
o
' ~
n ~o
\ :r N
~

m e
~ z
~
N

~
OOOZ [O:BI ~tI 6{ uM uoN 6eD'8-7\c6uuaup uo17~n~lsuo~~c~c~ ale

(•o~) z.ec ssc tszz) ,~ ~N ~HJ13lV?J ° ~~ ~I
(i~ulo) .+zz-ssc (szz) - °
9{90~ ouolc{no~ m6raa ~o,oe ~'~~ Sll~il3a ~O~1NOJ NOIS0~3 ~~~~ ~ C~
pooa ~lli~ c,IliJJOH ulno5 199a ~~
cluollm uo~ d{i{o5 A '411oPH 'lo{uiwuogeu3 ~ ~ d ~ ~l d ~ ~ ~ ~ N 0 ~ ~ ~
oul 'sa)o~oossy ~g ~a~(ao~ sHOS~+3u L+3~a
(D
(
I ~
I ~
kl
I
~{
I
bl
~I
{
~1
s
1
1
I
1
I
I /
I (/
i
I
I a~
I
i' ~ ~
~T
4
~~

~e ~
;, ~ e
e~
~3
i~~g~
~~~~~~
a~iP~rs

~ 1, J
U
z
w
~
. r~ M .; . ~ ~k A~
~ G eye6
~ j ? ,a !~ __J
~
~~~w-
J 3
~
~

z _
-
I
L_ _ -- --- :! IY
O
n_
Q
~8 ~
?g Y Z
fir: ~ Q
~:~ ~ F-
yyyQQ (n
F~tl j
il4y b I I I I
~gt< ~ I I'Q,I1II
~I
QQ!
~i ///
~ (~
~~
~
x /
~ ~
~
3~
f
aa
~
b~ ~
~
~" a ~'6 ~
~
~ ~e
~~ ~~
~~
~~
~
~
~
~W am ~~
'W^ k
$~ b~~tai ~~~ -
~
~
7
~
Q
~
3ppVdd
qW
2° y~YY2 rbi~~ y W
N A /~
CN U
z

F

~~
/ Q
~
F-
~ ~i
~ W
O
{--
I -~
i ~
U
-- • ..
~
~~
'; . ~
~ '
'
'
.
oN ob
u (n
O
~~b ~~ ~ ~
g ~~
~.,,', ~ ~
ry
~~

~ ~ i\
~\ ~ ~ j
~` \ j 3
`~ ` = =
_~ S
/~ _ ; ,,,
_ \~ ~~
~ 111 , ~,~
/ I 1
/ \
I I
~
G

p~e

jF~
,R~ Z
'
a
an m
~
~
w
J

I I I
~I I °_
a Z
I I ¢ W
~ ~'~ ~
i ~ E

~ ?
~ ~
rc o
a~
g
~ s
&~~ ~ Q '~ ~

~
z ~a
~~ -
~" w(Y

c ~
e~ ~9O

a
'
}
~ F

~ {
@
t~4
J

C~
N
2 ~
~
_
a
~i
l €€
1`'Y^

I!
/ 3
~~
~,
11
/ z
(
II
I Y Q
1 3 !~ m
~ ~ ~
S c -

4
~
I
~ i ~
~
~
~ z
W
~ ~
j
~
(
1
I
f[l ~ `
'
8 J
Q
i
b L ~ !
R ~
\
~~ F ~ } I
w

SG
_ _ _ ___ :. _J
'b
° ' E~ Z IY
J
1 - - - -
~a dP~! .
i
~
~~ {~ (
. j

V [n
Q'
Zp A k
p6
c ~ G
Z
,~ 1
q ~
~ ~ a ~ ¢
~ (L'
Q

n a~ ~
~ °

o ~- <
a " d o a
s
> <
~
~
~
~
~
~,
~
~
Q
!-
~
a ~ S" a
f o~
~~a` zz~
° F ,
j
~9
v
~
us
° 5
~~
~a
ss~
a
'~i rc i ~
~ ;' ps' t
2
u
3 0~~ 2 0~~ W
rn
g~9
~~!~
i
,VI
1 H
z
I F
1
1
~'
S
3
N
"" ~`11
•,~~ ~
cc; ~
~;~
c ~; ff
c
b i~
cc
iiJ ~
~ i/
i
~ ~~ ~ /
~ /
~ ~ /
~ ~ i
i~
~~i
/~
cc c
cc ~
~i
~~i
~,J
c,~
~c'~
~ i~~~
cc i
cc
~, .,,
~~
~«
U
•-
3 0
S
z O
Q
a ~
0
u7
Jy
i
~~ ~ n r~R~
~R
z
~
.
~~ ,
k~
;~~ 7°~g g
~~ I
Jp
3
~~~ Y~~~.S~~l~~
7 p
9
YYA °d
b
b ~~c7 79
84~ ds~~ ~4~i~Y ~~
a

~~ B
r
>

e ~~
g
~, : ~ &
°~

t

a
w
ff 6 3 J
~
i I
~ ~~*
~ i~ ~
_J w
~'
~ i
~ ~ ~ ~
J z
~. I II a
~ ~ ~~ ~ ~
~ ~ ~ m

~ 1 U
~
~ !l °~ U

~
'bed ° 2
3 ~
~i
~
_
.
:
~ ~
~ s~
;
~~ {1 ~ ~k
! I ~~
Q
M
~~ ~
~
' ~~ ~6

1 ~~ ~~ F
R'
-

~
~
~~

R
~~ ~~
~~

o

~e a
x i- ~
~~ ~~ ~
i

`'
n
x101
/ 8 ~j b~ ~

~
~
b F-

l ~ - aT
- b
k
' -
~~a ~~~ B
r °s I-'-
o

P

°
- y6
~
u h ~ M

Z
~~~ p fl
'
~

z
. ~

r ~
c
t a ~
1 ~ ~ ~
Z
~
~
~ vl

m
i
° ~, L .
~
z 88e~
~ 3p'~ ~~~ ~ (l
6 I y~~ ~b~ ~
~ gg
1 ~
e ~ ~
,~
~ Ip 9
pp~~' F ~ a-
~
~ ~ ~
o g i. ~ c - -
:;-~ ~
c a¢~ ~~e ~~
~ e ~ i~ R
y
~ ~f

J
bf~ ~
:~ ~ - C
~i --' t ~
/Q
^ ~
~ ~b~ Gtl
~ ~~ ~~a ~
c
Sc ~~
Y
~~ ~~
~a ~,
~~ ~~ ~
,yaA~ a ~'
2
~~
~~~ ~~
~ ~~~ ~~
I
~z
a
I ~
I
~r.1 __1
~~ ~ ~~
~$F ~ ~g pY
F`~~
Q
0
Y
U
w
U
m
~ z
Q
~b
y~ (T]

a 9
~
~
Q~z W
n n-
Q
~'
r ~

n

a~
i ~ Z .
~
`
~E~
a ~
QQ - ~~

i

~
~~ ./
V
/
~
~

Q
~
q
q { qq
¢
/ i~2~ a
~ ~
~ Q1~ 4 r

ByppGG
~ ~ j . F
! 9
~ ~q Y
~~ ~ S
:
/r~~ g ~
~~ ~ gR 2
~Rb ~ - ~ " •
9092 90 ~6{~~{ fil uM uotl 6ep~{-p~cbmeRJp UOf {JOJ~GUOy\iJRJ i1 RB
j
\!_ -
~~\ ~ ~ ~

j ~fl,;i~ , i. ~ •
' ,ft ~ ~ J 9 fit[[
.. ~7~~~1{fj;~l~~jsi~ ~~i d e
;r r~=re~ F-f;1l~t~i',ifi ~ ~.l ~ _ a 1 ~ ~'
c'z g'a ,~~ s~;;;i~~iij°}i in ~~~ ~ i gam, °~
j I}=
~l~~~?La „' Ji~~~qq''iiVa~;t?;~ } I I p1~1 ~! ~1 ~ ~~ t ° N Q
F ~ Ia ~ ~ S Si t ~ ?alJ;IEii{i~i~Fj' t E i`~31 ai ~ i ~~ ~ ~ ~ p = ~
:oaf*: i
•t r
t ~ ~ ~ ,i 55r
7 1 ~9 ~ ~ i
9 ~~. ~~ ,fit
f y~ s
~--~1 ~ j I~I i:1 li ~ U ~ q ~ x P ~ ~~ -
• : . • ~ ~ & ~ t ..~
64 ~ ~ p ^p ^ ~ ~E
. = R . r, r
'•' e w s ' ~ ~ ' 3 ~
^a =. o o
s : ° ~ = - ='
a t _ ~,.
~`~ s.•~,u.st• \ ` !q4 °' ,111 EO ~ ~ ~~ I ~ _ a F~
~ ae ab \ 't ~~
b \ ~ :,
d r = .` QQj~~J~ o q
w t ~ ~j ~~~` %~ ~ a 6 ~~~ ~~
'~ ~ Y ~ O W 'FJ
a ~~ ~ .R~ ~i Z m H ~ t
_tt i t a~ u 6 ~\ \ ~~ ~~~ ~~ ~
~ i s u ~ r<r.u _ ••
`\ _i 11 'G i
`~ \ ~~~ • _ I y r.t~•M ^ _ 'lam / , ~ ~ ~
~'\~ .. ~ 1 i _ ~
~' [ \ \ ~ b
M L
2:, ~ ~ ~ ~
;o[' ~ 1 ~ ~
S ~ ~1 ~
I ,
~~ t 1
~ ~S C

i
Cj ~ ~ ~ ~ ~ «
~? ~ X
~~ ~~ . ~
~~ ~ " °~~
~~ ~~~
~,
~ ~ ~ ~ ~~ ~~
~ ~~
~ ~- ~
~ ~~ ~ ~~
r ~
~" s - e
~~

~ ~ -
~ ~ \ M
~ ~ ~ ~
- ,_ ~ 3
X1-11 _ ~_
~ ~n871 N ~ ` \~
~~;~
\ y \\
O ~ - -_
D
Y ~ .i1'~
~~ ~ ~
did ~--~~ ~\
~ ~ ~~~ \ ~
~ dii ~
• W ~
S

~~
~ ~
a

r I,nq ~:ect ~~,~ (4u) ,~
(n~1110) Hi, 7-~ SS/ (SLL) 7N ~IIJIl1Vil --- --------- ------ °
~ o
O
~ ~ N

O
TBO/ nuniFlnol 'n5noy uol°H ~: ~'^

nnotl Ai~aj °•Ila »°tl 41 nos 1Q9Y1
io ~ > r~o~ No lso~~
--------- ----- --

---------
}6S
yr I
3
N
~, a
\,

.{
Z
IOX~J
/LJl
s nu,pnvio~ AlaloS A 'VII°aN 'I°luawuonnu3 ~ \' ~ 1 ~l y 0 _~ ~ 0 N 0 0 ~
aul 'sa)olaossy ~ ~a>I~o~ (] `f SNOb'LM131 1N3q

S
~
o
~
axex
~~W6 W
~

~~
I
I' ~
~
~
d
~
~° t d b
~
`' ~ F-
J
z
~
~bS

1
I b
~4~ ~

Q
J ~
z
~
(n
a
m
~ I =
I I I I ~
I
I I U
~' °
a
0
z
Q

3 r-
m
~ i
u ~ (11 I
~}\\I
1Fa --~~
3
,
a '7-~
I
,
`
- ` I I`~
i i I {I ~
a >~ ~ `
- ~~a f
' z
O
.
l
r ~~ / ~
~ O
a
; .c
N 4 ~ 3
~' ~~
„ b 4
- ~° 666
~
-_ .'~: od

a ~oa~
-s ~ - ~' cn
~
~o ~ r
i~t ~ Q
e
I p
I' III ~

s F-
q
~
8 ,~
m
~
s
d "
In
.1 ~I
m
' i__-1
1_ _1111

t jlli~
T-
~

> I
[
r -~-
I
I
F

W~ C
}}Y~
I
s
b 111

=' 3 e.

~'~ i
1
3
t~S ~ ~Ln S
~..4 ~
S
1U-

tz
~~ ~ [l i
;"~ ilk Q
-~N - ~
o

P ~ ~ ~
' ~ ~ lilt F-
J
s
~
cn
~ ~
? -1--
?~
Tl_T ~-
o~ ~ b
No H y
3 -- 4 ~?~ ~ iyl ~
>N
rl ~'
Q
~
~~
~z ~r o
,
~~~~
- -lei- ~ a
~
~~ ~
~~ _1 ~~ ~
e~
~
~ I
ii- 111
~
Q
~ ~ ~ -
~
`
1
~ =I
17
~i
l
~ ~ ~ .
_Ill .til
~
~~~~
N N
~~ N
a ~~
~
~ ~~ 3
~
=
~~ _ ~
s
--- -
=
.. ° _ i _~ Z
o
- -

y,
3~ ~

~ rat a
1- b
~ z ~
I d
~ o. Z
Q
~
- IS
pG g F
~ O

r
/ ~^~
~I\1
~ I
~ a -
=z J
~
.
11 I
I ~ Z
U
~ ~~ ~
f---- _ O
~
b Q_
~ ~

~~ ~~
w
~~~ ~
4'~oN
d
~r~~~
:
Y
~
~
~ O
~
>~ ~ ~ 7g~
Y~ ~d A aa~.
o

~
_ m ~~
' °
'p y
g ~
m ~a
r
J ~,~ ~~
~
b ~~ ~ o
F
~
~ G
U U t)
O
J
W
Z

a Z
Q
__

-- a
°
~ ~ z
~~ ~~

~ ~ z~
`" $ Q
~
_
• s ''+l~ r~
3
~
' =E
~ ~ d
~
ggg
3~ ~~
1 v J
< I 3

-. I

a a

I s.

~b~

~ (~ I ~
~ ~
~ Z
O
_ ~irii ( ~ ~
-~ I -_ ~ ~~- o

~
i g~
o ~
~
i ~
W
~
~ ~ (
~~rl I
I
I I J
z
I
I ,~!
~ ~~ ~
~~-4 a R I ~
I \I I
I
1
r~
^~
~
~~

a

~~
~
U
~~
Y"~
~~~~~~ yy
g
fig? ~~~~
C ~
Z
~
°~
~~~;~g
~ °de 2~„b6 V
i
Y
b$~~~ rt.
b $~~S" ~~~
~~° ~~=
f~" o
m
~
~ ' b3
=

9
~e L
~~
~
~ (Q
Sbg`<S'~~e&~
_ ~

f~
Y~ ~ ~
N
~' F -
g
~~bd~
~
s
Q
~~
~ p° 0°°°°°,08 oe
Y ~o °°o °°°00:0 ~
FH Ogo °° a 0°0 ~~ ~
"36
33 ~ o°o°°, oo 'a
voe o,°° o° °°o S
-- o
°o
oo
°
e
°°
. op/;°e°°pe °° ~.
j5
~& 0°°e0 ; o o
°O° : ° 0°0
~ `.
C7
~

- 0 0 0 0 °o
Oa
O°O~~O , 3'
'~' cn

III °
~°°e
°°°°: ,
~
F.y
S I o
°e
°
°
II - °o
°°°e0 U
L
111111- Sao°°°•o°o°
° T a

1

r °°
°
°°
°~o o
o°~ o

~~ w
I °
17
1 3 °0° oO oeo
0 e 0
°
°0
~
°

~
~~ > ~ e°eo
e
° - ~"
I. ~
I 3 ~'
O
p d
I I- ~
I-I W
I ~ I- F--
6~ I
I
II
r,S

~6~ 4 i
a
p
E~
b~ s
~ z~
5~
°002 Bt '02 rt 6t urp uml 6+p-d-p~s6ut+..q uaclM~7suo]~a.N.t ate°r~°ua~~:°