20041854 Ver 1_Complete File_20041117

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Dr. Sam Stone, Director
Glenaire Retirement Center
4000 Glenaire Circle
Cary, NC 27511-3802
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 14, 2005
DWQ Project # 04-1854
Wake County
Page 1 of 2
Subject Property: Glenaire Retirement Center in Cary off Kildaire Farm Road
Approval of Neuse River Riparian Buffer Protection Rules Minor Variance [15A NCAC 2B
.0233(9)(b)]
Dear Dr. Stone:
You have our approval, in accordance with the conditions listed below, to impact approximately 10,093.
.
square feet (ft) of Zone 1 & 2, of the protected Neuse buffers, 32 feet of stream impacts, and 3406 square
feet of Wetland impacts to construct a building expansion to include a Wellness Center and swimming
pool at the subject property as described within your variance request dated November 15, 2004. This
letter shall act as your Minor Variance approval as described within 15A NCAC 2B .0233(9)(b). In
addition to this approval, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control regulations.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner(s) must be given a copy of this variance approval and is thereby responsible for
complying with all conditions. This approval requires you to follow any conditions listed below.
The Additional Conditions of the Certification are:
1. No Zone 1 & 2 Impacts - No impacts (except for "exempt" uses as identified within 15A NCAC
2B .0233) shall occur to Zone 1 & 2 of the protected riparian buffers unless otherwise approved
by the DWQ. No impervious surfaces shall be added to Zone 1 & 2, unless otherwise approved
by the DWQ.
2. No Streams or Wetland impacts except for the exempt uses as identified in your application.
3. Buffer Mitigation (On-site Enhancement) - You are required to mitigate for impacts to the
protected riparian buffers. The required area of mitigation to compensate for impacts to the
protected riparian buffers is 11,663 square feet as required under this approval and 15A NCAC
213 .0233. The DWQ has determined that you can satisfy this mitigation requirement by payment
to Riparian Buffer Restoration Fund, or planting native woody trees or shrubs within the retained
portions of the protected buffers. You must ensure their survival for a period of a least five (5)
years. You are required to replace any of these trees or shrubs that die within this five (5) year
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlinds
None tCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper

Glenaire Retirement Center
Page 2 of 2
April 14, 2005
period. You are required to provide proof in writing that the trees have been planted within one
year of the date of this letter. The proof of plantings shall be submitted to the Wetlands/401 Unit
and copied to the Raleigh Regional Office. The attached Guidelines for Riparian Buffer
Restoration should provide you with some useful information.
3. Diffuse Flow - An additional condition is that all stormwater shall be directed as diffuse flow at
non-erosive velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B .0233(5).
4. The Stormwater control facility (Bioretention unit) must be in working condition at all times with
a good maintenance practices as required.
5. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality
Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Requests for appeals of this decision shall be made to the Office of Administrative Hearings. If you do
not accept any of the conditions of this approval, you may ask for and adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This approval and its conditions are final
and binding unless you ask for a hearing. This Minor Variance Approval shall expire five (5) years from
the date of this letter.
This letter completes the review of the Division of Water Quality under the Neuse River Riparian Buffer
Protection Rules [15A NCAC 2B.0233(9)(b)]. Please call Mr. Samuel. A. Aghimien at [phone],
or Mr. Eric Kulz [phone] if you have any questions or require copies of our rules or procedural
materials.
Sincerely,
Alan W. Klimek, P.E.
CBKISAA
Enclosures: Guidelines for Riparian Buffer Restoration
cc: Eric Kulz, DWQ Raleigh Regional Office
File Copy
Central Files
Warren Sugg EI, Mulkey Engineers consultants, 6750 Tryon Road Cary, NC. 27511
04-1854 Glenaire Retr center (Wake)VAR+Minor 4-14-05

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OFFICE USE ONLY: Date Received Request #
C?C?C ad C?D
State of North Carolina R Department of Environment and Natural Resources NU 'V 17 2004
Division of Water Quality
DENR - WATER QUALITY
V,7r ANDS AND STU' XNATER 6R/ XA
Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 0233)
NOTE. This form may be photocopied for use as an original.
Part 1: General Information
1. Applicant's name (the corporation, individual, etc. who owns the project):
Glenaire, Inc.
2. Print Owner/Signing Official (person legally responsible for the facility and its compliance)
Name: Dr. Sam Stone
Title: Director
Street address: 4000 Glenaire Circle
City, State, Zip: Cary, North Carolina 27511-3802
Telephone: [phone]
Fax: [phone]
3. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Glenaire Phase IV
4. Location of Facility
Street address: 4000 Glenaire Circle
City, State, Zip: Cary, North Carolina 27511-3802
County: Wake
Latitude/longitude: 2,063,858 : 737,567
5. Directions to facility from nearest major intersection (Also attach a map):
Facility occupies the northeast corner of the intersection of W. Cornwall & Kildaire Farm Rd.
6. Contact person who can answer questions about the facility:
Name: Michael Allen, PE - Mulkey Engineers and Consultants Inc.
Telephone: [phone]
Fax: [phone]
Email: mallen cD-mulkeyinc.com
7. Requested Environmental Management Commission Hearing Date: As soon as feasible.
Version 1: September 1998

I 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:
(a) practical difficulties or hardships would result from strict application of the rule:
(b) such difficulties or hardships result from conditions 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: (ATTACHMENT A)
• The practical difficulties or hardships that would result from strict application of the Ru"e.
• 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
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. I
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. (ATTACHMENT B)
Currently, two pipes outlet stormwater collected from the existing parking lots and loading
dock and release the stormwater into the tributary. Due to the limited open space in the
vicinity of the stormwater inlets, no treatment mechanisms are possible within the loading
dock and parking areas. The existing outlets have eroded a four foot deep pulley leading to
the tributary. The footprint of the proposed building requires these pipes to be extended.
The proposed project will combine these pipes and extend them to a new outlet point. Due to
the limited area, no treatment of this stormwater is possible. However, velocity will be
controlled as much as feasible. A series of drop manholes will be installed to reduce the
velocity of the stormwater. The outlet will be protected with rip rap. Due to the limited space
available for treatment. Glenaire would like to submit a fee to the Riparian Buffer Restoration
Fund to offset the impacts of the proposed building expansion.
2. What is the total project area in acres? 0.40 acres
3. Which of the following permits/approvals will be required for this project?
' N/A CAMA Major
N/A Sediment/Erosion Control
NIA 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. (ATTACHMENT C)

L?J

Project Information Drainage Basin 1 Drainage Basin 2
Receiving stream name Unnamed tributary to
MacGregor Downs Lake
Receiving stream class' WS-III NSW
Drainage basin area (total) 92 acres
Existing impervious area3 (total2) 46 acres
Proposed impervious area3 (total2) 0.22 acres
Impervious area3 (on-site) 44.4%
Impervious area3 (total2) 50.0%
Impervious area3 Drainage basin 1 Drainage basin 2
On-site buildings 8.99 acres
On-site streets 2.88 acres
On-site parking 1.75 acres
On-site sidewalks 0.21 acres
Other on-site 0
Total on-site 13.83 acres
Off-site 32.17 acres
Total 46.0 acres
' The internet site for this information is http://h2o.enr.state.nc.us/strmclass/alpha/neu.html
2 Total means on-site plus off-site area that drains through the project.
3 Impervious area is defined 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?
' The off-site impervious area was estimated based on visual inspection of the drainage area.
The drainage area includes the Kmart/Food Lion shopping center at the corner of Kildaire
Farm Road and Maynard Road.

6. 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. (ATTACHMENT D)
Drainage
basin Size of
drainage
basin
ac Post-development
nitrogen loading rate
without BMPs°
Ibs/aCIA) BMP nitrogen
removal
efficiency,
% Final nitrogen
loading rate
(Ibs/ac/yr) Final nitrogen
loading from
drainage basin
Ibs
1
2
3
4
5
Totals ------ ------ -----
' Attach calculations and references.
5 Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998

Part 3: Water Quality Protection, continued
7. The applicable supplemental form(s) listed below must be attached for each BMP specified:
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
Part 4: Submittal Checklist
A complete appplication 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
indicate that the necessary information has been provided.
Applicant's
Initi Is
/ 61
'/A
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 & 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, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form, page 4
Version 1: September 1998
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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 located 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 another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): Michael Allen PE - Mulkey Engineers and Consultants, Inc
Mailing address: Post Office Box 33127
City, State, Zip: Raleigh, NC 27636-3127
Telephone: [phone]
Fax: [phone]
Email: mallen(a)mulkeyinc.com
Part 7: Applicant's Certification
I, Dr. Sam Stone (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:

Director
Variance Request Form, page 5
Version 1: September 1998
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VICINITY MAP 4e-muL.KE-Y
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ENGINEERS & CONSULTANTS
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GLENAIRE RALEIGH. N.C. 27636
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MULKEY
ENGINEERS & CONSULTANTS
ATTACHMENT A
1 MULKEY INC. 67511 TRYoN RoAO CAaY, NO 2751 1 PO ©o. 33127 RALEioH, NO 27636 PH: 919-051.1912 FAX: [phone] WWW,MULKCYINC,rOM
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A Continuing Care Retirement Community
An Afliliate of The Presbyterian Homes, Inc.
Variance Request Form - Part 2: Demonstration of Need for a Variance
Glenaire is a nonprofit, church-related continuing care retirement community which
provides services and accommodations for 380 older adults whose needs and abilities
range from independent through levels of increasing dependence, including skilled
nursing.
When Glenaire was under construction prior to opening in 1993, the existing water quality
rules allowed the placement of segments of the original buildings within what today are
considered zones which should buffer the multiple branches merging eventually on site
into an "intermittent stream." The only concern expressed in 1991 by Town erosion control
officials was for areas that appeared to have wetlands characteristics. Glenaire has
respected those concerns through erosion control measures including riprap and
enhancement of vegetation especially in proximity to the storm drainage channels.
Through the years of operations, the exercise program has grown impressively in active
participation across all levels (notably, 126+ of the 260 independent residents) and in the
variety of programs offered. For many of the programs, there is only one small room (600
sq.ft.) for both fixed equipment and aerobic classes.
The need and demand exists for expanding the space and range of programs to improve
this important aspect -- active, daily exercise -- of the available services. The plan is to
construct a two-story addition to the Community Center adjacent to the existing exercise
room, making it possible to add a separate aerobic and physical therapy space and a
much needed aquatic center with exercise pool (30'x50'x4'), Jacuzzi, showers, and
lockers. Having such a facility will make it possible for Glenaire to open more of its
programs and services to older adults in the community who are not Glenaire residents.
An exercise pool adds a dimension to the wellness and fitness programs which cannot be
attained otherwise. On accompanying pages, the benefits are described more fully.
The location of the building addition is critical to the overall plan. Granted, it encroaches
on the buffered areas of the intermittent stream, but the location is truly the only but also
the ideal place on the entire campus. The location is central within the main building
complex, squarely between the independent and the assisted living and skilled nursing
sections, physically connected to both. Also the location is directly opposite at ground
level the existing exercise room and at the next level the kitchen which will support the
proposed cafe addition.
The social, physical, and overall health benefits for the older adults served by this addition
tip the scale in favor of granting the requested variance.
fC ` ', 4 _
i a I! 4000 Glenairc Circle Cary. North Carolina 27511-3?84 919;-360-0095 ii 500225-9573 a% Fay: 919; 167-051 3 ? `%??

GLENAIRE
Case Statement for Aquatic and Wellness Center within Glenaire
What justifies having a swimming pool and lots of exercise equipment in a
retirement community?
There must be a good answer for this question because there definitely is a trend
toward including such state-of-the-art facilities and programs, especially within
continuing care retirement communities (CCRCs).
Some readily suspect that the main reason revolves around adding more spice to
the marketing program. Doubtless this is a factor. Being competitive in terms of
facilities, services, and a host of other factors is vital to the success and survival
of any CCRC. But marketing, ultimately, is about being responsive to interests,
needs, and demands future residents (that is, the future clients and customers).
Having a good aquatic and wellness program has become one of those prized
components of a desirable and desired CCRC.
There is more to the answer, however, much more that builds on solid research
and the responsibility of a first rate CCRC to help residents grow as they discover
how to be live to the fullest a long and rewarding phase of life.
Being aware of some of the research findings and benefits (*) from a
comprehensive wellness program is a good place to begin:
"Recent gerontological research has shown that many of the commonly
accepted biomarkers of age (low vitality, lost muscle mass, decreased
' strength, reduced bone density, increased body fat, high blood pressure,
etc.) [are] directly attributed to inactivity.
"Advance technology has essentially engineered activity out of our lifestyle
and we have become a very sedentary society. Even the 1886 Surgeon
general's Report stated emphatically:
"'Inactivity is harmful to your health.'
"Now the good news! Contemporary research clearly shows that
regardless of age, those who participate in regular moderate
exercise/activity find that many of the commonly accepted negative
manifestations of aging not only can be prevented, but even reversed.
"With more and more consumers demanding new strategies for healing
coupled with health care providers being forced to curb spiraling costs, a
new approach to health care is emerging -- it's called wellness. Wellness
is a pro-active prevention model as opposed to the re-active disease
model that has greatly influenced Western health care during the past
century....
"Retirement housing providers who have chosen to make wellness an
integral part of their business are enjoying many of the... benefits[, such
as,]
wellness compliments the health continuum,
wellness raises the function level of participants, [and]
wellness enhances health span and quality of life."
As a total concept and approach, a wellness facility and program consists of an
aquatic center (an exercise pool and Jacuzzi), aerobic exercise, and fitness and
weight training available both for those seeking to maintain healthy bodies and
those in therapy or recovery. The pool contributes the soothing advantages of
buoyancy.
What is proposed for Glenaire?
Glenaire has the starting points toward a good wellness program. There is a
popular teacher and trainer with diverse abilities who has a faithful following of
one-third of the independent residents and the participation of core of able and
willing residents in assisted living and nursing. Exercise space is limited to one
equipped room and use of several multi-purpose rooms.
The following steps have been recommended, found feasible, and approved for
development by the Board of Trustees:
1. Construct adjacent to the lower level of the existing Community Center,
mid-way between the independent and healthcare section and
connected to both, an aquatic center consisting of an exercise pool (30'
wide, 50' long, and 4' deep), a Jacuzzi, and dressing rooms.
2. At the same level, convert the existing exercise room into a fitness and
weight training facility for class participation and guided, individual use.
3. Adjacent to the preceding, construct an aerobic exercise and physical
therapy space for scheduled classes and individual therapy sessions.
4. Add the equivalent of one more teacher and trainer to complement and
extend the capabilities of the instruction already in place.
5. Seek broader participation by Glenaire residents, future residents, and
interested older adults from the surrounding communities.
Total estimated construction cost: $ 1,435,755
Source: Age Dynamics, John Rude & Associates, [e-mail]
I Site Constraints
110
ULKEY
ENGINEERS & CONSULTANTS
The location of the proposed Wellness Center Expansion is shown in Attachment A-1 along with the
centerline of the existing creek. The expansion will be located on the northern side of Building D.
The main access to the complex is located at #4. Buildings A, B, and C are apartment buildings.
Buildings E and F are the nursing areas of the complex. Building D contains the common area for
both the dependent and independent residents of the facility. It contains the dining room, library,
post office, beauty salon, music rooms, etc. Locating the Wellness Center Expansion in this area is
essential for maintaining its accessibility to all the residents. All the residents with the exception of
those in the detached townhomes can reach the proposed Wellness Center without being exposed to
the outside elements and without traversing stairs.
To the south of Building D are the existing loading docks (#1) which serve the dining room/kitchen
and provide supplies and equipment to the entire facility. The Wellness Center Expansion could not
be located in this area due to the inability to relocate these docks elsewhere on the property. In
addition, existing parking lots (#2) for the residents and staff of the nursing areas could not be
relocated elsewhere on the site to accommodate the expansion. An existing stormwater retention
area is located in the vicinity of #3. This retention area is primarily for quantity control of the
collected stormwater; however, there is some secondary treatment of the stormwater occurring in
this area.
' The site is surrounded on the north, west, and south by existing residential subdivisions. The Town
of Cary has required Glenaire to maintain 60 foot landscape buffers off of the northern and western
property lines to shield the facility from the neighborhoods. This buffer also limits the expansion
ability of the facility. The eastern part of the property contains townhomes. If the Wellness Center
were to be located in this area, if sufficient area were available, would make its accessibility to the
dependent care residents extremely difficult.
MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO BOX 33127 RALEIGH, NC 27636 PH: 919.851.191 2 FAX: [phone] Ww .MULKEYINC.COM
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10 M U LK EY Attachment A-1
ENGINEERS & CONSCLTANTS

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ENGINEERS & CONSULTANTS
ATTACHMENT B
I MULKEY INC. 6750 TRYON ROAD CARY. NC 2751 1 PO 60X 33 127 RALEIGH. NC 27636 PH: 919-051.1912 FAX: [phone] WWW-MIJLKEYMC.COM
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ENGINEERS & CONSULTANTS
Water Quality Protection
Attachment B-1 outlines the footprint of the proposed Wellness Center Expansion. For an overall
view of the facility, please refer back to Attachment A-1. The proposed expansion will impact a total
of 5,347 SF of Neuse River Buffers with 2,428 SF of impacts occurring in Zone 1 (the inner twenty
feet) and 2,919 SF of impacts occurring in Zone 2.
Existing Water Quality Controls
As shown in Attachment B-2, two existing pipes discharge stormwater into the existing creek. One
18-inch pipe collects stormwater from the existing loading dock area, transports it under the building
and outlets. Another 18-inch pipe collects stormwater from the existing parking lot, transports the
water under the nursing building and discharges into the creek. These combined outlets have eroded
a four foot deep gulley at the discharge area. There are no velocity controls at the outlet pipes.
However, downstream approximately seventy feet is an existing outlet structure which controls the
quantity of the stormwater released downstream. This area reduces the velocity of the stormwater
and provides an area of secondary treatment.
Proposed Water Quality Controls
The proposed stormwater collection system will combine the flows from the two stormwater pipes
and transport the collected stormwater to a discharge area protected by a poured concrete retaining
wall. The proposed junction boxes will drop the stormwater vertically three to four feet to reduce
the slope on the pipes and begin to slow the stormwater. The discharge area will be protected with
Class 1 rip rap to prevent erosion and assist in dissipating the velocity of the stormwater. Currently,
the outlet pipes discharge at a ninety degree angle to the existing creek. The proposed discharge
location will allow the stormwater to enter the stream at a much improved angle. The stormwater
outlet structure located downstream will not be modified. Due to limited site availability, there is no
room for any additional stormwater controls. Therefore, the facility proposes to submit a fee to the
Riparian Buffer Restoration Fund to offset the impacts of the proposed building expansion. See
Attachment D for details regarding the proposed fee.
MULKEY INC. 6750 TRYCN ROAD CARY, NC 2751 1 PO Box 33127 RALEIGH, NC 27636 PH: 919.851.1912 FAx: [phone] www.MULKEYINC.CO.
m r m m m m
?.?? --- -?___ _ • ??.\?\\;'?„\ X1
1

)RAINS

REFER TO SHEET --"
B-2 FOR PROPOSED
STORMWATER OUTLET

ac 11 I? r- -. 1 IC? "-
ZONE 2 NEUSE
VS
ZONE 1 NEUSE BUFFER
ZONE 1 NEUSE BUFFER IMPACTS:
EXISTING PATH ZONE 1 IMPACTS:
r' \\CENTERLINI
( '??OOiTPBI111OF PROPOSED
WELlNES-S-CENTER EXPANSION
41
t r ' ?-T \ \• -
TEMP'ORARY C NSZRUCTIQN`1
ACCESSJO BE RETAINEt)•AS`---------? \
UNPAVED EMERGENCY'EG ESS_
-ZONE 2'NEU.SE BUFFER --- -;\`?
Pv ; ZONE 1 NEUSE BUFFER
;T - -
CREEK

717 I;El

5,1
cz j; EXISTING ACCESSPA.
C _7 D
2,449 SF ZONE 2 NEUSE BUFFER IMPACTS: 3,519 SF
-21 SF EXISTING PATH ZONE 2 IMPACTS: - 600 SF
NET ZONE 1 NEUSE BUFFER IMPACTS: 2,428 SF NET ZONE 2 NEUSE BUFFER IMPACTS: 2,919 SF
SCALE: 1" = 30'
NEUSE BUFFER IMPACTS
WELLNESS CENTER EXPANSION
GLENAIRE
SHEET NO.
U
ENGINEERS & CONSULTANTS B-1
PO Box 33127 ?J
RALEIGH, N.C. 27636
[phone]
(919)85 1-1 91 8 IFAX)
WWW.MULKEYINC.COM
'1 >
I^?1
-? POURED CONCRETE
RETAINING WALL _ 5;
(APPROX. 2' HIGH)

r` ' tr" Vic,
i
27'- 18- RCP @ 0.50
F ?I
10 F, U T
INVERT IN=462.27 -
INVERT OUT=458.27
EXISTING OUTLET- _,,
-, t=. c _ -
,h
,= 1
CLASS 11
RIP RAP TO ;
DRAINAGEWAY

\1NVERf, IN?=458.14
NVtRT, 'OUT = 457.64
-777
E, :z3
_EXISTING-_O-UTI FT
11 cl
Q50% ?-----
INVERT-IN'-46167
INVERT= OUT=458.8-6---.-=-
i

I
n
i ;n±
WELLNESS CENTER EXPANSION
GLENAIRE
49-MUL.KEY
ENGINEERS & CONSULTANTS
PO BOX 331 27
RALCIGM. N.C. 27636
(91 9) 051.1 91 2
[phone] (FAX)
WWW.MULKEYINC.CDM
s
a
SCALE: 1"=20' 1
SHEET NO. I.T.
N
B-2
QI
-'3 -MLJL E Y
ENGINEERS & CONSULTANTS
ATTACHMENT C
i
MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO Box 33127 RALEIGH, NC 27636 PH: 919-851.1912 FAX: [phone] WWW.MULKEYINC.COM

P78- 47' 0.00' W

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v/o •ra u.uu w u/ts- 46•1u.uu' W 078° 47'10.00' W
Name: CARY Location: 035° 45'36.99" N 078° 47' 34.3611 W
Date: 11/1/2004
Scale: 1 inch equals 2000 feet
1998,

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ENGINEERS & CONSULTANTS
ATTACHMENT D
MULKEY INC. 57511 TRYON ROAD CARY. NC 27511 10 BOX 33127 RALE131, NC 27636 PH: 919-851.1912 FAX: [phone] WW ,"ULKEYINO.="
IL
ENGINEERS & CONSULTANTS
Attachment D
Proposed payment to Riparian Buffer Restoration Fund
Due to the lack of available area for treatment of the collected stormwater as described earlier in the
application, Glenaire would like to make a payment to the Riparian Buffer Restoration Fund. The
payment is based on impacts shown in Attachment B-1:
Zone 1 Impacts 2,428.0 SF
Mitigation Factor, 3X 7,284.0 SF
Riparian Buffer Restoration Fund, $0.96/SF $6,992.64
Zone 2 Impacts 2,919.0 SF
Mitigation Factor, 1.5X 4,378.5 SF
Riparian Buffer Restoration Fund, $0.96/SF $4,203.36
TOTAL Payment $11,196.00
MULKEY INC. 67513 TRYON ROAD CARY. NC 2751 1 PO BOX 331 27 RALEIGH. NC 27636 PH: 91 9-8511 9 1 2 FAx: [phone] B W-.MULKEYINC.COM

Project No. DWQ Glenaire R.F.
Project Name: 04-1854
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations

Permanent Pool (ft) 465.5 0.5 ft. depth
Temporary Pool (ft) 466
areas
Permanent Pool SA (sq ft)
1071
1025 sq. ft.
Drainage Area (ac) 0.56 ac
Impervious Area (ac) 0.46 82.1 % impervious
Rational C 0.84
Precipitation (in) 0.5 sand underdrain
volumes
Inlet Velocity 0.65 0 fps
Inlet Flow Depth 4 in
Depth to Ground Mater 16 6 ft
Planting Soil Infiltration 1.02 0.52 in/hr
In-Situ Soil Infiltration 0.27 0.00 in/hr
??r3?o5
ok
ok
ok
ok
ok
'?,1/13/2885 13:16 9198511918 MULKEY IHC PAGE 01
® MULKEms'
r-NOINCERO & CONBULTANT9
FAX COVER SHEET
DATE: /-I I/2ca?s
TO: Sim . ?46C ?A 1 vkiZ-;M
FAx: q Ig 1 3 3_ ln8 Rya
FROM. SuGeL-t
RE:
[number of pages including cover sheen
MULKKY, INC. 6750 TRY9N ROAD CA YY, NO X751 1 PO BOX 131X7 RALCIGM, NO 27635 P"M 91?-6S 1.191 FAX; 919.851 •19113 Www.Mu LKFYINC. CCM
APR-13-2005 WED 11:45 TEL:[phone] NAME:DWQ-WETLANDS P. 1
104/13/2005 13:16 9198511918 MULKEY IIIC PAGE 02
DWQ Project No .-'1=Q`7 -16 SN
DIVISION OF WATER QUALITY - B10RETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: a --
Contact Person: s - Phone Number. L919 ) 46o. 8o95
For proiects w1h multiple basins, speci fy which basin this worVshcet applies to: 1
Permanent Pool Elevation X65 So fL (elevation of the orifice invert out)
Temporary Pool Elevation q6L.._C20ft. (elevation of the cutlet sVucture invert in)
Bioreteition Surface Area I a-71 sq. ft.
Drainage Area ?. SLR ac. (On-site and off•sile drainage to the basin)
Impervious Area o. +d Le ac. (on-site and off-site drainage to the basin)
Rational C Coefficient D • y
Size 11'0 5 % (either 5% in wisand uncer drain or 7% in w/o)
Inlet Velocity a4l fps
Inlet flow dept q in
Depth to Ground Water 1 fo• o ft.
Planting Soil InfiIntion Rate 1.02. inJhr. (the Soil layer down to 4 feet)
In-Situ Soil lnfiltraUon Rate o• 27 inJhr. (the soil layer below 4 feet or below the sand bed
lt. REQUIRED ITEMS CHECKLIST
.nitial in the space provided to indicate the fotlovring design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanaSon of why. At a minimum, a complete stormwater management plan submittal includes
a wort-sheet for each BMP, design calculatiors, plans and spnilicalions showing all 81AP5 and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenanco agroement. An incomplete submittal package will result in a request for
additional information and will substantiai'ly delay final review and approval of the project
Applicants Initials
u1>4 No vertical sand bed Is proposes
Mbp The bioretention area is at least 40 feet by 15 feet
NtJQ% Sheet flow is provided at Inlet.
6kt4A Water table depth Is greater than 6 feet
Minimum of 6" ponding Is provided.
VIA D The ponded area win draw down in less than 4 days.
pnD Planting soil Infiltration rate Is greater than 0.52 in/hr.
It v A The In-situ soil Infiltration rate is greater than 0.2 in/hr.
PJS A planting plan w1L`i species and densities is provided.
KD Mulch layer is specified in plans.
MD Plarting soil meets minimum soil specificatiors (NCDENR Stormwater Best Management
Practices Manual, April 1999)
?'kD A- Plan details for the Moretention area provided.
NtbA. Plan details for the inlet and outlet are provlded.
r -D,4 An operation and maintenance agreement signed and notarized by the responsible party is provided
Please nota that underdralns beneath the planting Boll are acceptable In the Piedmont and Mountains
Noy E .
D¢aw-4 a.JN e? 0. co t s,_jrs
• ?G• ?r? ? 0.50
(? ?G io D DaufNa
Dd 7 ?ut-S C3.-71 7a'No 5
r?r?L uSA ?? bi?a,r bta.rr!
? (j3 (as
APR-13-2005 WED 11:45 TEL:[phone] NArIE:DWQ-WETLANDS P. 2
..MULKE f
ENGINEERS L. CONSULTANTS
PO Box 331 27
RALEIGH, NC 27636
PHONE: 919-B51-1912
FAx: [phone]B
219@20YRY
APR 1 3 'p05
tYBR?,ESN4 STORAAVATERSRANCH
LETTER OF TRANSMITTAL
To: Sammual Aghimien
Date: April 13, 2005
401 Oversight & Express Permits Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2260
Re: Glenaire Retirement Facility
Cary, North Carolina
I am sending you the following item(s):
** HAND DELIVER **
Job No.: 2004197.00
COPIES DATE NO. DESCRIPTION
1 Revised Bioretention Area Worksheet
These are transmitted as checked below:
® As requested ? For your use
® For approval ? For Signatures
? For review and comment ?
Remarks:
Per our conversation on April 12, 2005 1 have provided the needed information for the review of the
bioretention pond for Glenaire. Please let me know if you have any questions, comments, or concerns.
Thank you for your time and consideration.
Copy to: Signed:
Warren Sugg,
DWQ Project No.. D?- l ?Sy
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 41,r-WnIac, -r- ..IZ
Contact Person: D12. SA'-% Phone Number. NO ) q4, BogS
For projects with multiple basins, specify which basin this worksheet applies to: I
Permanent Pool Elevation 466_,56 ft. (elevation of the orifice invert out)
Temporary Pool Elevation q6' (o • oo ft (elevation of the outlet structure invert in)
Bioretention Surface Area I - o-71 sq. ft.
Drainage Area D. Sla ac. (on-site and off-site drainage to the basin)
Impervious Area D.( ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0.8y
Size % S % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity o. ("!5 fps
Inlet flow depth H in
Depth to Ground Water l?.o ft.
Planting Soil Infiltration Rate I.02 in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate o•VT in./hr. (the soil layer below 4 feet or below the sand bed)
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
ADDlicants Initials
WI DA No vertical sand bed is proposed
MD The bioretention area is at least40 feet by 15 feet
rAD Sheet flow is provided at inlet.
M D A Water table depth is greater than 6 feet.
M 1) A Minimum of 6° ponding is provided.
mb A The ponded area will draw down in less than 4 days.
MD Planting soil infiltration rate is greater than 0.52 in/hr.
fv,O 6, The in-situ soil infiltration rate is greater than 0.2 inmr.
MOA A planting plan with species and densities is provided.
A Mulch layer is specified in plans.
MD Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
(AbA Plan details for the bioretention area provided.
Mb A. Plan details for the inlet and outlet are provided.
MDA. An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
No1-E
PP-44w-1 o7 ,14 kd,re s7 Q = 0•00-75cFs
PeEc. P?6-T5 '? C>. io2
6+6 To D241-J b,??+ =? 8? t b ves (3._71 DO-YS)
NCJ CV-4 FILr- tsc.p r N peAw 4IJ4
Project No. DWQ 1-``C- `C
Project Name: "- is S
SUBAHITED DESIGN: REQUIRED DESIGN.
elevations
Permanent Pool (ft)
Temporary Pool (ft)
areas
Permanent Pool SA (sq ft)
Drainage Area (ac) 5-
Impervious Area (ac) 0
Rational C 0 `
Precipitation (in) r'
:
<< _
vohnnes
Inlet Velocity . D
Inlet Flow Depth " ? J
Depth to Ground Water ? . D
Planting Soil Infiltration • ?y,
In-Situ Soil Infiltration
YD01 vv,-
lph
0
D

r c??l?r t?2

V V ? ti-?,Gc-?
#VALUE! ft. depth #VALUE!
#VALUE! sq. ft. #VALUE!
ac
#VALUE! % impervious
no sand underdrain
#VALUE! fps check veloci
in
6 ft
0.52 in/hr ok
#VALUE! in/hr ok
O
D
V5F c
dm? ot,?

ENGINEERS & CONSULTANTS
PO Box 33127
RALEIGH, NC 27636
PHONE: 91 9-B51-1 9 1 2
FAx: [phone]B
RM@M0W1RB
APR S 2005
DENR - WATER QUALITY
METlANDS AND STDR'„jjATER BRANCH
1 1?s-?
LETTER OF TRANSMITTAL
To: Sammual Aghimien Date: April 7, 2005
401 Oversight & Express Permits Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2260
HAND DELIVER
Re: Glenaire Retirement Facility
Cary, North Carolina Job No.: 2004197.00
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
1 Bioretention Draw-down Calcs with Precip. Rate
1 Revised Bioretention Area Worksheet

These are transmitted as checked below:
® As requested ? For your use
® For approval ? For Signatures
? For review and comment ?
Remarks:
Per our conversation on April 6, 2005 1 have provided the needed information for the review of the
bioretention pond for Glenaire. Please let me know if you have any questions, comments, or concerns.
Thank you for your time and consideration.
Copy to: Signed: UY l?
arren Sugg, El
RR@F=0WF=D
APR 8 2005
DWQ Project No. # 0y - IS Sy DENR - WATER QUALITY
IYETLANDS AND STOMX4ATER EZ'diCH
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Lrc..c,.io.rf- iNC,
Contact Person: DR. SAM ST-- C! Phone Number. (919) Y(oo • So qS
For projects with multiple basins, specify which basin this worksheet applies to:
Permanent Pool Elevation
Temporary Pool Elevation
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
II. REQUIRED ITEMS CHECKLIST
466.50 ft. (elevation of the orifice invert out)
'y[o G- o o ft. (elevation of the outlet structure invert in)
G Sv sq. ft.
?• 5 (o ac. (on-site and off-site drainage to the basin)
0. ?! fo ac. (on-site and off-site drainage to the basin)
D. g?
5
%
(either 5% in w/sand under drain or 7% in w/o)
I. o fps
,I. o in
Ito . O ft.
1.02 in./hr. (the soil layer down to 4 feet)
o. Z7 in./hr. (the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
M0A No vertical sand bed is proposed
re\ p A The bioretention area is at least 40 feet by 15 feet.
M DA Sheet flow is provided at inlet.
M DA Water table depth is greater than 6 feet.
m >A Minimum of 6" ponding is provided.
MDA The ponded area will draw down in less than 4 days.
MDA Planting soil infiltration rate is greater than 0.52 in/hr.
MDA The in-situ soil infiltration rate is greater than 0.2 in/hr.
M DA A planting plan with species and densities is provided.
NAoA Mulch layer is specified in plans.
?nD A. Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
MDA Plan details for the bioretention area provided.
mbA Plan details for the inlet and outlet are provided.
nnnA An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
NO-?'.
(?RAw-RDwN RD?T[ =7 Q= O.DISo GFS
T1nti5 Tc? DP_4"J•Dou)nl ?" 37oWt = ZSN?urLg ?i.lspa`(s?
4-oMULKEY CALCULATION SHEET
ENOINEERB & CONHULTANTB
PAGE I OF 2
CLIENT SUBJECT Z'! r1JAIcE Prepared By ?i? Date E-7-05
PROJECT No. boo= py_ Reviewed By Date
IE;k o " Ttot4 1' sroe^ 1>04-Lo-
is. ,??(
Ap D ( Sat p? Gi !?.' Lo/n%?)
App?rf.ty l?.(v3- 2.? I,?/N? PreKEA.31?,Yr'
:?. 13 r ti•(, e.r l?.?trrt I-GQLE ,? t?.7 EC' [n ?!:'. I ?'?
DESK ???
D??I' /O f= 5c7FT I?YT'_JG?1= ?L/`P-I ? ?r;Lr f'it`
• r?n1?Tl/.tG, s?i? L?? ?;,?NTFf:" I(,? - ??'? U? SANG 0
SEE t- ?I= n SED
<nl 0 5?'`.._ ?E FPEE' =-F CFL?r?'!-IvvS wa r C?rdL P?? S ! Gh..
(!Q.!U?.,'r!r.?n.;5 N??i_(???': t=u1?MFtt Sil-?'T?r:j/:?M F?c?.:Erjp? i3tU-?ETE,.Rr?l/et~r??/ Li/RDGtii
Cf_`-'>rL?n! '..JOG'-S.?rf='? I.?O?I ?v.i'i(cf.! `•`GTta/ of h1GCEf?(Z 7?'JC'f?W/1TE?
??'Y?' ? ?L7 ?;?.?"i 1 L' T,?CE?`' SJrL M?/ ?ET/n[?/_?fLt``j = ? IN?(.??

(? _ (?• 3 ?' ` '? x h x A '' a ??/A L ? ? 3;?- - ,? (I?(c;e x LoSa rT ` ? ?
0 = 0. 0150 e-FS (RA I r-- r wPTER -TflRc,,)lt U 3?v- ??rFt.17rcfJ 1

(??'? (?rt?t'12?N) = 3Z5 G?
?Jr-?r?
I 1/'?E TU V,=/"?CT(E (?Z'j Cr") `7l= '..t/A?T. I.' ?+\
F= -Cam. o?s? :Fs
?, of 35 ?a?
49-MULICEY CALCULATION SHEET PAGE '- of
ENOINrrR8 6 CONBULTANTB
CLIENT SUBJECT ?r4 E?tDaeE R I n? r= rs-?,-.ra Prepared By Wµ 5 Dat ' of
PROJECT No. Zap=!( i7 '' ?HJ(J '?`?- Reviewed By Date
G, j i ?,?r= i a 1%G?V??j?,s-?r.l l?:-Tf"2 ?or? 5?-i vQ?Tia'.! ,nom- SvL'FC?cF
Porz--,, S ? • 1-r5 -9 -1 = U. ?-( s
' 110/??? OF '?./?? ?Ci ? U G?'?1.v1 ?O.iJr.! Inl Z ? ? F t- ?-L SQL
1= 1,170 ?F
- T, rte. i, ; -? I?, ; ?'> ,,.1 G,.? W r.-(
`fZ= lr 1-70 cr -- U.otS cFS
IZ- 73 00 ?`
,z - 7 1. (D `7 Hd R

T-4-7,
IT = 2 g f'.JJ? S ? I, I S Ca?,'S?
Project No. DWQ Glenaire R.F.
Project Name: 04-1854
SUBMITTED DESIGN.
elevations
Permanent Pool (ft) 465.5
Temporary Pool (ft) 466
REQUIRED DESIGN:
0.5 ft. depth ok
areas
Permanent Pool SA (sq ft) 650
Drainage Area (ac) 0.56
Impervious Area (ac) 0.46
Rational C 0.84
Precipitation (in) I
voliunes
Inlet Velocity 1
Inlet Flow Depth 4
Depth to Ground [Dater 16
Planting Soil Infiltration 1.02
In-Situ Soil Infiltration 0.27

#VALUE! sq. ft. #VALUE!
ac
82.1 % impervious
no sand underdrain
0 fps check veloci
in
6 ft
0.52 in/hr ok
0.00 in/hr ok

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Mill MUO.KEY
ENGINEERS & CONSULTANTS
PO Box 331 27
RALEIGH, NC 27636
PHONE: 919-B51-1912
FAx: 919-B51-191B
LETTER OF TRANSMITTAL
9'R@@flV@N
APR 1 1 2005
fDSRAhDS'M
?S? Ai R TMRAh?CH
To: Sammual Aghimien Date: April 11, 2005
401 Oversight & Express Permits Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2260
HAND DELIVER
Re: Glenaire Retirement Facility
Cary, North Carolina Job No.: 2004197.00
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
1 Bioretention Draw-down Calcs w/ Precip. Rate
1 Revised Bioretention Area Worksheet

These are transmitted as checked below:
® As requested ? For your use
® For approval ? For Signatures
? For review and comment ?
Remarks:
Per our conversation on April 11, 2005 1 have provided the needed information for the review of the
bioretention pond for Glenaire. Please let me know if you have any questions, comments or concern
Thank you for your time and consideration.
Copy to: Signed:
DWQ Project No.41- c) I- I S 5 q
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : CrL_r_, Aa5-, =NG
Contact Person: DR. SA-?A SnaMlf Phone Number: (919) x((20. 8045
For projects with multiple basins, specify which basin this worksheet applies to: I
Permanent Pool Elevation 6 D ft. (elevation of the orifice invert out)
Temporary Pool Elevation 4<06' - C) C;' ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 6 50 sq. ft.
Drainage Area O.Src ac. (on-site and off-site drainage to the basin)
Impervious Area D. L4 to ac. (on-site and off-site drainage to the basin)
Rational C Coefficient D• 8q
Size % 5 % (either 5% in w/sand under drain or 70% in w/o)
Inlet Velocity O• G S fps
Inlet flow depth y in
Depth to Ground Water I(Q.o ft.
Planting Soil Infiltration Rate t, o Z in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate D• Z"7 in.1hr. (the soil layer below 4 feet or below the sand bed)
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
MDA No vertical sand bed is proposed
MDA The bioretention area is at least 40 feet by 15 feet.
MDA Sheet flow is provided at inlet.
MDA Water table depth is greater than 6 feet.
MDA Minimum of 6" ponding is provided.
iV?P Q The ponded area will draw down in less than 4 days.
rv? D A Planting soil infiltration rate is greater than 0.52 in/hr.
MDA The in-situ soil infiltration rate is greater than 0.2 in/hr.
AA>,4 A planting plan with species and densities is provided.
WA Mulch layer is specified in plans.
NA DA Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
MDA Plan details for the bioretention area provided.
PAT >A Plan details for the inlet and outlet are provided.
N\ DA An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
NorE
' Dp w-DOWN f xE -7 Q= O.oo-1 5 CF:!;
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40-MULKEY CALCULATION SHEET
ENGINEERS 4 CONSULTANTS
PAGE I OF 2-
CLIENT SUBJECT ??`FNAIeE, n nr? r-,_ :=.a Prepared By r? S Date `/- II-D s
PROJECT No. Zm=1 ice. o , C rJ? = Oy- I?? Reviewed By Date
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CI_: >!C/nl ..??G'-?.F?f_ ?? ',?O?r"i: r.i7ronl ,.i.C,7co..! car f?I?(?Fr.l? 7`rJC'h?WaT'?
?CSr. rf•Frca?rEi?r-,?T ?21?cnc.cS ? p{?elt_ 1????
c-)- ?> • - '/ -,:-, J _? -,. ?- f !' r er_ C- SOIL II/ f>EIZn .[ Gr`t? = 0.?rj/µR
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-O- M U LK EY CALCULATION SHEET PAGE OF ?
ENGINEERS A CON13ULTANTS
CLIENT SUBJECT ?r4.C?p1¢E Rtes rr-IT=-nr Prepared By Wµ 5 Date ' l-Q5,
PROJECT No. 22-gl Dd(-,) ;L ??Sy Reviewed By Date
L-. I t /-'.,E- -rte 1 4'A) IJ4- T r 2 raorn 5? 1 vQaT a°J !?T SV clPA
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.. ENGINEERS & CONSULTANTS
Cynthia Van Der Wiele
Environmental Engineer II
401 Oversight & Express Permits Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
[phone] Direct
Ms. Van Der Wiele,
On March 16 we spoke about the proposed Neuse Buffer Variance request we have
submitted for the Glenaire Retirement Community (DWQ Project #04-1854) located in Cary, North
Carolina. John Domey requested that we discuss with you the requirements for the bioretention
pond. When we spoke on die 16th you asked that we provide plans, details, plant list, BMP
worksheet, and the Operations and Maintenance Agreement executed. Please find the requested
information included with this submittal. If you have any additional questions, comments, or
concerns in regards to this project please contact me at 858-1811. Thank you for your time and
consideration in this matter.
Sincerely,
Warren Sugg, EI
Mulkey Engineers & Consultants
MULKEY. INC. 6750 T-- RDA CAU V. NC 2751 1 PO Oox 33127 BALE i oH. NC 27636 PH: 919-©51-1912 FAx: [phone] W WW.MULKEYINC.COM
DWQ Project No. it 04 - 1854
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : G1 n50A rzs /Q4
Contact Person: 2if- SAnti 57QPJ15 Phone Number: Hl q ) NLoo- 8095
For projects with multiple basins, specify which basin this worksheet applies to:
Permanent Pool Elevation
Temporary Pool Elevation
?I 5 5o ft.
oc> ft.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
II. REQUIRED ITEMS CHECKLIST
6"5,0 sq. ft.
0.5-61 ac.
0. y G ac.
ash
%
(. o fps
?.m in
I ? . o ft.
/.OZ in./hr
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(either 5% in wlsand under drain or 7% in w/o)
(the soil layer down to 4 feet)
=7 in./hr. (the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
MDA No vertical sand bed is proposed
MDA The bioretention area is at least 40 feet by 15 feet.
MDA Sheet flow is provided at inlet.
MDA Water table depth is greater than 6 feet.
A 1) Minimum of 6" ponding is provided.
fJ The ponded area will draw down in less than 4 days.
M Planting soil infiltration rate is greater than 0.52 in/hr.
MDA The in-situ soil infiltration rate is greater than 0.2 in/hr.
M. DA A planting plan with species and densities is provided.
MDA Mulch layer is specified in plans.
MDA, Planting soil meets minimum soil specifications (NCDENR Stormwater Best M
Practices Manual, April 1999)
M b A Plan details for the bioretention area provided.
m bA Plan details for the inlet and outlet are provided.
AAbA An operation and maintenance agreement signed and notarized by the respoPlease note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
anagement
risible party is provided.
WETLAND DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wetland detention basin system is defined as the wetland detention basin, pretreatment including the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wetland detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wetland detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 465.63 feet in the main pond, the sediment shall be removed.
If the elevation of the marsh areas exceed the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it. Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation = 466.00
Sediment Removal Elevation = 465.63__,' 75%
- ----------------------------------------
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Pagel of 2
Wetland planting densities in the marsh areas should be maintained by replanting bare areas as needed.
Wetland plants should be encouraged to grow in the marsh areas.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wetland detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: JL- Lke ( N? ?j f ors
Title: l? e c ..t ?,v z c, c s?c
Address: 14000 ?, I Q na . J?e L v?c,l ?ut'?i. I?(C -Z -7 ti //
Phone: 01, <<; 46 0 (- ?1A'I; 5 '?( 10 1
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, f urc a Notary Public for the State of NC
County of WCIKF- do hereby certify that &irnuel M • ?iOr?e
personally appeared before me this 2 day of March , ),no c5 , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
cH(j
o? Rey Cia'iG41 Exp
V*:
4
74r&;arraraa?tn9;ctw'"
SEAL
My commission expires 1 1 • /v • of
Page 2 of 2
40-MULKEY CALCULATION SHEET PAGE of
ENGINEERS 6 CONSULTANTS
CLIENT
PROJECT No
SUBJECT
Prepared By Date
Reviewed By Date
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BRING LOG EXHIBIT AREA
WELLNESS CENTER EXPANSION
GLENAIRE
SHEET NO.
42-MUL-KE-Y
ENOINEEREJ & CONSULTANTS �_�
F0 Box 331 27
RALCIOH. N.C. 27636
[phone]
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GLENAIRE
SHEET NO.
42-MUL-KE-Y
ENOINEEREJ & CONSULTANTS �_�
F0 Box 331 27
RALCIOH. N.C. 27636
[phone]
[phone] (FAX)
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(-'GL-G.Vw .. .. --
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DURHAM, NC CHARLOTTE, NC
CLIENT F lanalro Patiroment Communltu
PROJECT Phcise II Additlons
LOCATION Cg m North ccrollna
CTL PROJECT NO. 'r-0500213-
DRILLER Kan Parton
R 10 TYPE GMT 550-X
BORING NO. II
ELEVATION 5
TOTAL DEPTH 20 :1 E08t
DATE STARTED -
DATE COMPLETED-W2l gl- --
WEATHER • 5) r,- roe'
BLOW COUNT BLOWS PER FOOT (N)' A N p
ATERIALS
RE1dARKS
o 0 20 ?0 60 80 100 W? 0 DESCRIPTION OF M
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{--e1-Guuu LIV11 -'
GEOTECHN/CAL
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DURHAM, NC CHARLOTM NC
CLIENT 6lonaire Retlr©ment Gommun1tU
PROJECT ?'?ase it Addl?ons
LOCATION Garin,, North Carolina
CTL PROJECT NO. c7-050012R
DR I LLER Ken Barton
RIG TYPE GM5 550-X
BORING NO. 5-12
ELEVATION 451 bout
TOTAL DEPTH ?n n Fgni
DATE STARTED
DATE COMPLETED- 3/21/q-I
WEATHER 5un

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(ft)
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0 20 40 60 BO 100
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GEOTECHN/CAL
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DURHAM, NC CHARLOTTE', NC
CLIENT Glencalra Retlrement Gommunlty
PROJECT Phgsc If A??1nn5
LOCATION Garza, North Gcarollon
CTL PROJECT NO. a1-05002R
DRILLER Ken Parton
Plc; TYFF' GM1= 550-X
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?OF W ATFRQ Michael F. Easley, Governor
`0 G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 29, 2004
DWQ Project # 04-1854
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Glenaire Retirement Community
Attn: Dr. Sam Stone, Director
4000 Glenaire Circle
Cary, NC 27511-3802
Subject Property: Glenaire Retirement Center in Cary off Kildaire Farm Road
REQUEST FOR MORE INFORMATION
Dear Mr. Stone:
On November 17, 2004, the Division of Water Quality (DWQ) received your application dated November
15, 2004 to impact 0.40 acres of buffers to construct the propo ed aquatic and exercise center. The DWQ
has determined that your application was incomplete and/or pr6vided inaccurate information as discussed
below. The DWQ will require additional information in order td process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Please show all wetland impacts including all fill slopes on the site plan. The site plans shows
"wetlands.
2. Please provide the location of any proposed stormwater management practices as required for the
Major Variance.
3. Please account for the stream and buffer impacts form the construction access road, which will be
retained on site. Also address whether this crossing is sized property to allow passage of flow and
aquatic life.
4. Please have the US Army Corps of Engineers confirm in writing whether any jurisdictional
wetlands are present on your site
5. We believe that a bio-retention area could be constructed either in the courtyard or the location to
the east of the proposed building. Alternatively you may be able to treat existing untreated
stormwater else where on your site in order to meet this requirement.
6. Please fill out section 6 of the Major Variance form (pre-versus post nitrogen loading).
7. Please be aware that the March Water Quality Committee is the next likely date for this project to be
heard.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemet: htto://h2o.enr.state.nc.us/ncwetlands
One
N Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/ 10% Post Consumer Paper
Glenaire Retirement Community
Page 2 of 2
November 29, 2004
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Bob Zarzecki or Ms. Cyndi Karoly at 919-733-1786 if
you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
R?
Cy di Karoly, Supervisil/
401 Oversight Unit
CBK/bs
cc: DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy \
Central Files
Michael Allen, Mulkey, Post Office Box 33127, Raleig?, NC 27636
Filename: 04-1854 Glcnaire Retirement Community (Wake) On Hold
1
i L. z- y
ENGINEERS C . C O N S U LTA N T S
November 16, 2004
Bob Zarzecki, Environmental Specialist III
Division of Water Quality, Wetlands/401 Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2260
Re: Variance Request Form: Neuse River Basin
Glenaire Retirement Community
Cary, North Carolina
Wake County
NUV 1 7 2004
1:ci1q?; ANDSTORj.rVI R'BRAt,'CH
Bob,
Based on our meetings at the existing Glenaire Retirement Community with both you and John Dorney on
separate occasions, we are submitting a Variance Request Form for the proposed iinpacts to the Neuse River
Basin required for the expansion of the retirement community.
As you may recall, the Glenaire Retirement Community is located close to downtown Cary off Kildaire Farm
Road. We are proposing a building expansion to include a Wellness Center and swimming pool to better care
for the residents. Glenaire would like for the pool and wellness center to be accessible for all die residents of
its health care center. The proposed expansion needs to be located close to the health care population
because of their limited mobility. The wellness center will serve the health care population (nursing and
assisted living) as well as the independent living population. Therefore the wellness center is proposed to be
located between the health care center and the independent living areas so that it is accessible to both.
This proposed expansion will impact a Neuse Buffered drainageway located between two of the existing
buildings. As outlined in the variance request, there is no other site within the development that meets the
above criterion. There is also very little room on the site available for stormwater treatment. We are
proposing incorporating a velocity control to an existing eroded stormwater outlet and providing a fee to the
Riparian Buffer Restoration Fund to offset the impacts of the proposed building expansion. Additional
information is provided in the attached application package.
Thank you for you time and consideration. Please contact me at 858-1888 if you have any questions,
comments or require additional information. We look forward to hearing from you.
SincerelMAllen, P.E.
Project Manager
Cc: Dr. Sam Stone, Glenaire
MULKEY. INC. 6750 TRYON ROAD CARY, NO 27511 PO COX 33127 RALEIGH, NC 27636 PH: 919-©51-1912 FAX: 919-©51-191© WWW."ULKLYING.COM
I OFFICE USE ONLY: Date Received Request #
' State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Variance Request Form
t Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 0233)
' NOTE. This form may be photocopied for use as an original.
' Part 1: General Information
1. Applicant's name (the corporation, individual, etc. who owns the project):
' Glenaire, Inc.
2. Print Owner/Signing Official (person legally responsible for the facility and its compliance)
Name: Dr. Sam Stone
' Title: Director
Street address: 4000 Glenaire Circle
City, State, Zip: Cary. North Carolina 27511-3802
' Telephone: [phone]
Fax: [phone]
' 3. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Glenaire Phase IV
' 4. Location of Facility
Street address: 4000 Glenaire Circle
City, State, Zip: Cary, North Carolina 27511-3802
' County: Wake
Latitude/longitude: 2,063,858 : 737,567

5. Directions to facility from nearest major intersection (Also attach a map):
Facility occupies the northeast corner of the intersection of W. Cornwall & Kildaire Farm Rd.
6. Contact person who can answer questions about the facility:
Name: Michael Allen, PE - Mulkey Engineers and Consultants Inc.
Telephone: [phone]
Fax: [phone]
Email: mallen(a)mulkeyinc.com
7. Requested Environmental Management Commission Hearing Date: As soon as feasible.
Version 1: September 1998

1 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:
(a) practical difficulties or hardships would result from strict application of the rule:
(b) such difficulties or hardships result from conditions 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: (ATTACHMENT A)
• 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
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. (ATTACHMENT B)
Currently, two pipes outlet stormwater collected from the existing parking lots and loading
dock and release the stormwater into the tributary. Due to the limited open space in the
' vicinity of the stormwater inlets, no treatment mechanisms are possible within the loading
dock and parking areas. The existing outlets have eroded a four foot deep pulley leading to
the tributary. The footprint of the proposed building requires these pipes to be extended.
' The proposed proiect will combine these pipes and extend them to a new outlet point. Due to
the limited area, no treatment of this stormwater is possible. However, velocity will be
controlled as much as feasible. A series of drop manholes will be installed to reduce the
velocity of the stormwater. The outlet will be protected with rip rap. Due to the limited space
available for treatment. Glenaire would like to submit a fee to the Riparian Buffer Restoration
Fund to offset the impacts of the proposed building expansion.
2. What is the total project area in acres? 0.40 acres
3. Which of the following permits/approvals will be required for this project?
N/A CAMA Major
N/A
Sediment/Erosion Control
N/A 401 Certification/404 Permit
Variance Request Form, page 2
Version 1: September 1998
11

' 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. (ATTACHMENT C)

n
Project Information Drainage Basin 1 Drainage Basin 2
Receiving stream name Unnamed tributary to
MacGregor Downs Lake
Receiving stream class' WS-III NSW
Drainage basin area (total) 92 acres
Existing impervious area3 (total) 46 acres
Proposed impervious area3 (total) 0.22 acres
Impervious area3 (on-site) 44.4%
Impervious area3 (total) 50.0%
Impervious area3 Drainage basin 1 Drainage basin 2
On-site buildings 8.99 acres
On-site streets 2.88 acres
On-site parking 1.75 acres
On-site sidewalks 0.21 acres
Other on-site 0
Total on-site 13.83 acres
Off-site 32.17 acres
Total 46.0 acres
The intemet site forthis information is http://h2o.enr.state.nc.us/strmclass/alpha/neu.html
2 Total means on-site plus off-site area that drains through the project.
3 Impervious area is defined 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?
' The off-site impervious area was estimated based on visual inspection of the drainage area.
The drainage area includes the Kmart/Food Lion shopping center at the corner of Kildaire
Farm Road and Maynard Road.

[1
6. 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. (ATTACHMENT D)
Drainage
basin Size of
drainage
basin
ac Post-development
nitrogen loading rate
without BMPs`
Ibs/aCIA) BMP nitrogen
removal
efficiency'`
% Final nitrogen
loading rate
(Ibs/ac/yr) Final nitrogen
loading from
drainage basin
Ibs
1
2
3
4
5
Totals ------ ------ ------
4 Attach calculations and references.
5 Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998

' Part 3: Water Quality Protection, continued
7. The applicable supplemental form(s) listed below must be attached for each BMP specified:
' 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
Part 4: Submittal Checklist
A complete appplication 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
indicate that the necessary information has been provided.
Applicant's
Initi Is
I 1, -1
NA
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 & 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, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
' Variance Request Form, page 4
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 located 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 another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): Michael Allen PE - Mulkey Engineers and Consultants, Inc
Mailing address: Post Office Box 33127
City, State, Zip: Raleigh, NC 27636-3127
Telephone: [phone]
Fax: [phone]
Email: mallen(a-)-mulkeyinc.com
Part 7: Applicant's Certification
I, Dr. Sam Stone (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:

Director
Variance Request Form, page 5
Version 1: September 1998
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ATTACHMENT A
I MUIKEY INC. 6750 TRYDN ROAD CARY, NC 2751 1 P13 BOX 33127 RALEIGH, NC 77636 PH: 91 9-851.1 9 12 FAX: 9113,B51,1 91 B WWW.MULKEYINC.GOM

A Continuing; Care Retirement Community
An Affiliate of The Presbyterian Homes, Inc.
Variance Request Form - Part 2: Demonstration of Need for a Variance
Glenaire is a nonprofit, church-related continuing care retirement community which
1 provides services and accommodations for 380 older adults whose needs and abilities
range from independent through levels of increasing dependence, including skilled
nursing.
When Glenaire was under construction prior to opening in 1993, the existing water quality
rules allowed the placement of segments of the original buildings within what today are
considered zones which should buffer the multiple branches merging eventually on site
into an "intermittent stream." The only concern expressed in 1991 by Town erosion control
officials was for areas that appeared to have wetlands characteristics. Glenaire has
respected those concerns through erosion control measures including riprap and
enhancement of vegetation especially in proximity to the storm drainage channels.
Through the years of operations, the exercise program has grown impressively in active
participation across all levels (notably, 125+ of the 260 independent residents) and in the
variety of programs offered. For many of the programs, there is only one small room (600
sq.ft.) for both fixed equipment and aerobic classes.
The need and demand exists for expanding the space and range of programs to improve
this important aspect -- active, daily exercise -- of the available services. The plan is to
construct a two-story addition to the Community Center adjacent to the existing exercise
room, malting it possible to add a separate aerobic and physical therapy space and a
much needed aquatic center with exercise pool (30'x50'x4'), Jacuzzi, showers, and
lockers. Having such a facility will matte it possible for Glenaire to open more of its
programs and services to older adults in the community who are not Glenaire residents.
An exercise pool adds a dimension to the wellness and fitness programs which cannot be
attained otherwise. On accompanying pages, the benefits are described more fully.
The location of the building addition is critical to the overall plan. Granted, it encroaches
on the buffered areas of the intermittent stream, but the location is truly the only but also
the ideal place on the entire campus. The location is central within the main building
complex, squarely between the independent and the assisted living and skilled nursing
sections, physically connected to both. Also the location is directly opposite at ground
level the existing exercise room and at the next level the kitchen which will support the
proposed cafe addition.
The social, physical, and overall health benefits for the older adults served by this addition
tip the scale in favor of granting the requested variance.
rrI'' `cµt.oir.?r??, ?
4000 Glenaire Circle » Care, North Carolina 2751 1-3884 919N-160-5095 i/ 800!2_-15-9573 v Fax: 919467-OS-14 ????

I GLENAIRE
Case Statement for Aquatic and Wellness Center within Glenaire
What justifies having a swimming pool and lots of exercise equipment in a
retirement community?

There must be a good answer for this question because there definitely is a trend
toward including such state-of-the-art facilities and programs, especially within
continuing care retirement communities (CCRCs).
Some readily suspect that the main reason revolves around adding more spice to
the marketing program. Doubtless this is a factor. Being competitive in terms of
facilities, services, and a host of other factors is vital to the success and survival
of any CCRC. But marketing, ultimately, is about being responsive to interests,
needs, and demands future residents (that is, the future clients and customers).
Having a good aquatic and wellness program has become one of those prized
components of a desirable and desired CCRC.
There is more to the answer, however, much more that builds on solid research
and the responsibility of a first rate CCRC to help residents grow as they discover
how to be live to the fullest a long and rewarding phase of life.
*
Being aware of some of the research findings and benefits (
) from a
comprehensive wellness program is a good place to begin:
' "
Recent gerontological research has shown that many of the commonly
accepted biomarkers of age (low vitality, lost muscle mass, decreased
' strength, reduced bone density, increased body fat, high blood pressure,
etc.) [are] directly attributed to inactivity.
"Advance technology has essentially engineered activity out of our lifestyle
and we have become a very sedentary society. Even the 1886 Surgeon
general's Report stated emphatically:
"'Inactivity is harmful to your health.'
"Now the good news! Contemporary research clearly shows that
regardless of age, those who participate in regular moderate
exercise/activity find that many of the commonly accepted negative
manifestations of aging not only can be prevented, but even reversed.
"With more and more consumers demanding new strategies for healing
coupled with health care providers being forced to curb spiraling costs, a
new approach to health care is emerging -- it's called wellness. Wellness
is a pro-active prevention model as opposed to the re-active disease
F
model that has greatly influenced Western health care during the past
century....
"Retirement housing providers who have chosen to make wellness an
integral part of their business are enjoying many of the... benefits[, such
as,]
wellness compliments the health continuum,
wellness raises the function level of participants, [and]
wellness enhances health span and quality of life."
As a total concept and approach, a wellness facility and program consists of an
aquatic center (an exercise pool and Jacuzzi), aerobic exercise, and fitness and
weight training available both for those seeking to maintain healthy bodies and
those in therapy or recovery. The pool contributes the soothing advantages of
buoyancy.
What is proposed for Glenaire?
Glenaire has the starting points toward a good wellness program. There is a
popular teacher and trainer with diverse abilities who has a faithful following of
one-third of the independent residents and the participation of core of able and
willing residents in assisted living and nursing. Exercise space is limited to one
equipped room and use of several multi-purpose rooms.
The following steps have been recommended, found feasible, and approved for
development by the Board of Trustees:
1. Construct adjacent to the lower level of the existing Community Center,
mid-way between the independent and healthcare section and
connected to both, an aquatic center consisting of an exercise pool (30'
wide, 50' long, and 4' deep), a Jacuzzi, and dressing rooms.
2. At the same level, convert the existing exercise room into a fitness and
weight training facility for class participation and guided, individual use.
3. Adjacent to the preceding, construct an aerobic exercise and physical
therapy space for scheduled classes and individual therapy sessions.
4. Add the equivalent of one more teacher and trainer to complement and
extend the capabilities of the instruction already in place.
5. Seek broader participation by Glenaire residents, future residents, and
interested older adults from the surrounding communities.
Total estimated construction cost: $ 1,435,755
Source: Age Dynamics, John Rude & Associates, [e-mail]

I Site Constraints
1,1110
ENGINEERS & CONSULTANTS
The location of the proposed Wellness Center Expansion is shown in Attachment A-1 along with the
centerline of the existing creek. The expansion will be located on the northern side of Building D.
The main access to the complex is located at #4. Buildings A, B, and C are apartment buildings.
Buildings E and F are the nursing areas of the complex. Building D contains the common area for
both the dependent and independent residents of the facility. It contains the dining room, library,
post office, beauty salon, music rooms, etc. Locating the Wellness Center Expansion in this area is
essential for maintaining its accessibility to all the residents. All the residents with the exception of
those in the detached townhomes can reach the proposed Wellness Center without being exposed to
the outside elements and without traversing stairs.
To the south of Building D are the existing loading docks (#1) which serve the dining room/kitchen
and provide supplies and equipment to the entire facility. The Wellness Center Expansion could not
be located in this area due to the inability to relocate these docks elsewhere on the property. In
addition, existing parking lots (#2) for the residents and staff of the nursing areas could not be
relocated elsewhere on the site to accommodate the expansion. An existing stormwater retention
area is located in the vicinity of #3. This retention area is primarily for quantity control of the
collected stormwater; however, there is some secondary treatment of the stormwater occurring in
this area.
The site is surrounded on the north, west, and south by existing residential subdivisions. The Town
of Cary has required Glenaire to maintain 60 foot landscape buffers off of the northern and western
property lines to shield the facility from the neighborhoods. This buffer also limits the expansion
ability of the facility. The eastern part of the property contains townhomes. If the Wellness Center
were to be located in this area, if sufficient area were available, would make its accessibility to the
dependent care residents extremely difficult.

MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO BOX 331 27 RALEIGH, NC 27636 PH: 91 9-851.1 91 2 FAx: [phone] Ww .MULKEYINC.COM
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M U LK EY Attachment A-1
ENGINEERS & CONSULTANTS

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110
ENGINEERS & CONSULTANTS
ATTACHMENT B
MULKEY INC. 6750 TRYON ROAD CARY, NC 27511 PO Box 33127 RALEIGH, NC 27636 PH: 919-851.1912 FAx: 919•B51.1918 WWW.MULKEYINC.COM

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ENGINEERS & CONSULTANTS
Water Quality Protection
Attachment B-1 outlines the footprint of the proposed Wellness Center Expansion. For an overall
view of the facility, please refer back to Attachment A-1. The proposed expansion will impact a total
of 5,347 SF of Neuse River Buffers with 2,428 SF of impacts occurring in Zone 1 (the inner twenty
feet) and 2,919 SF of impacts occurring in Zone 2.
Existing Water Quality Controls
As shown in Attachment B-2, two existing pipes discharge stormwater into the existing creek. One
18-inch pipe collects stormwater from the existing loading dock area, transports it under the building
and outlets. Another 18-inch pipe collects stormwater from the existing parking lot, transports the
water under the nursing building and discharges into the creek. These combined outlets have eroded
a four foot deep gulley at the discharge area. There are no velocity controls at the outlet pipes.
However, downstream approximately seventy feet is an existing outlet structure which controls the
quantity of the stormwater released downstream. This area reduces the velocity of the stormwater
and provides an area of secondary treatment.
Proposed Water Quality Controls
The proposed stormwater collection system will combine the flows from the two stormwater pipes
and transport the collected stormwater to a discharge area protected by a poured concrete retaining
wall. The proposed junction boxes will drop the stormwater vertically three to four feet to reduce
the slope on the pipes and begin to slow the stormwater. The discharge area will be protected with
Class 1 rip rap to prevent erosion and assist in dissipating the velocity of the stormwater. Currently,
the outlet pipes discharge at a ninety degree angle to the existing creek. The proposed discharge
location will allow the stormwater to enter the stream at a much improved angle. The stormwater
outlet structure located downstream will not be modified. Due to limited site availability, there is no
room for any additional stormwater controls. Therefore, the facility proposes to submit a fee to the
Riparian Buffer Restoration Fund to offset the impacts of the proposed building expansion. See
Attachment D for details regarding the proposed fee.
MULKEY INC. 6750 TRYON ROAD CARY. NC 2751 1 PO Box 331 27 RALEIGH, NC 27636 PH: 91 9-851.1 91 2 FAX: [phone]S w .MULKEYINC.COM
17
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EXISTING PATH ZONE 1 IMPACTS: -21 SF EXISTING PATH ZONE 2 IMPACTS: - 600 SF
NET ZONE 1 NEUSE BUFFER IMPACTS: 2,428 SF NET ZONE 2 NEUSE BUFFER IMPACTS: 2,919 SF
SCALE: 1" = 30'
NEUSE BUFFER IMPACTS
WELLNESS CENTER EXPANSION
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ATTACHMENT C
MULKEY INC. 6750 TRYON ROAD CARY, NC 27511 PC Box 33127 RALEIGH, NC 27636 PH: 919.851-1912 FAx: [phone] -.MULKEYINC.COM
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Name: CARY
Date: 11/1/2004
Scale: 1 inch equals 2000 feet
078° 48'10.00" W 078° 47'10.00" W
Location: 035045'36.99" N 078'47'34.36" W
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ENGINEERS & CONSULTANTS
ATTACHMENT D
MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO Sox 331 27 RALEIGH, NC 27636 PH: 91 9.851.1 91 2 FAx: [phone] WWW.MULKEYINC.COM

i Attachment D
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ENGINEERS & CONSULTANTS
Proposed payment to Riparian Buffer Restoration Fund
Due to the lack of available area for treatment of the collected stormwater as described earlier in the
application, Glenaire would like to make a payment to the Riparian Buffer Restoration Fund. The
payment is based on impacts shown in Attachment B-1:
Zone 1 Impacts 2,428.0 SF
Mitigation Factor, 3X 7,284.0 SF
Riparian Buffer Restoration Fund, $0.96/SF $6,992.64
Zone 2 Impacts 2,919.0 SF
Mitigation Factor, 1.5X 4,378.5 SF
Riparian Buffer Restoration Fund, $0.96/SF $4,203.36
TOTAL Payment $11,196.00

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MULKEY INC. 6750 TRYDN ROAD CARY, NC 27511 PO Box 33127 RALEIGH, NC 27636 PH: 919.851-1912 FAX: [phone] w .MULKEYINC.COM
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January 3, 2005
E N G I N E E R S & C O N S U L T A N T S
Cyndi K holy, Supervisor
Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: Glenaire Retirement Community
Cary, North Carolina
Wake County
Ms. Karoly,
In accordance with your letter dated November 29, 2004 concerning the Neuse Buffer variance request for
the Glenaire Retirement Community, please find attached the Notification of Jurisdictional Determination
from the U.S. Army Corps of Engineers.
Thank you for you time and consideration. Please contact me at 858-1888 if you have any additional
questions or comments.
Sincer
?
Michael D. A en, P.E. 7a
Project Manager V
JAN 0 5 005
Cc: Dr. Sam Stone, Glenaire Retirement Community
6,'E ;S? " LVi1 'R QUALITY
A`dD STGt- 41ATER BRA1JCN
MULKEY, INC. 6750 TRYCN ROAD CARY, NC 2751 1 PO DOx 33127 RALEIGH, NC 27636 PH: 919-©51-1912 FAx: [phone] WWW.MULKEYINC.COM
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-•s U.S. ARMY CORPS OF ENGINEERS `-•-r'
WILMINGTON DISTRICT
Action ID: 200520164 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Glenaire Retirement Community
Attn: Samuel M. Stone
Mailing Address: 4000 Glenaire Circle
Cary, North Carolina 27511 Telephone No.: [phone]
Authorized Agent: Mulkey Engineers & Consultants
Attn: Cindy Carr
Mailing Address: Post Office Box 33127
Raleigh, North Carolina 27636 Telephone No.: [phone]
Property / Project Area Description:
Size (acres): 25 Nearest Town: Cary
USGS Quad: Cary Site Coordinates: 35.7761 °N 78.7859 °W
River Basin: Neuse HUC: 03020201
Nearest Waterway: Swift Creek
Location (road name/number, intersection, etc.): The property (Glenaire Retirement Community) is located
west of Kildaire Farm Road, and north of Cornwall Road, in Cary, Wake County, North Carolina.
Indicate Which of the Following Apply:
? Based on preliminary information, there may be waters of the U.S., to include wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act Snd Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
® There are waters of the U.S., to include wetlands, on the above described-property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? We strongly suggest you have the waters of the U.S., to include wetlands, on your property delineated.
Due to the size of your property and/or our present workload,.the Corps may not be able to accomplish this
wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant.
To be considered final, any delineation must be verified by the Corps.
® The waters of the US., to include wetlands, on your property have been delineated'and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
Page 1 of 2
? The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately
depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a
change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
? There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: The project site contains an unnamed tributary to , and adjacent
wetlands, which flow into , a tributary to the River, a navigable waterway.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Todd Tugwell at
telephone [phone], ext 26.
Additional Remarks:
Corps Regulatory Official
Date: 12/27/04
Expiration Date: 12/27/09
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2
.: s
? ?, ? 'r• ,' tip a Er .? ?? at ? r ` rr dr ? F. ? y.? " i 3 ? . '' ? '?a ? i ;i 4
t?10TIFICATION OF ' AbMINISTRATIVE'APPEAI? OPTIONS` AND PROCESS AND
REQUEST FOR APPEAL'; " ?' -

Glenaire Retirement Community File Number: 200520164 Date: 12/27/04
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information spay be found at littp://xvww.usace.arniy.mil/inct/functions/cw/cecwo/red or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending Me form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. 'Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
,• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved g
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
infonnation for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has detennined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Todd Tugwell Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers persormel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Si-nature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
=!:49MuLKEY
ENGINEERS & CONSULTANTS
PO Box 331 27
RALEIGH, NC 27636
PHONE: 919-B51-1912
FAx: 919-B51-191B
LETTER OF TRANSMITTAL
To: Cynthia Van Der Wiele, PhD
Environmental Engineer II
401 Oversight & Express Permits Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2260
Date: March 23, 2005
** HAND DELIVER **
Re: Glenaire Retirement Facility
Cary, North Carolina
Job No.: 2004197.00
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
3 Bioretention Site Plans w/ Landscaping Plans
1 BMP worksheet
1 Executed Operations & Maintenance Agreement
1 Bioretention Calculations Package
These are transmitted as checked below:
® As requested ? For your use
® For approval ? For Signatures
? For review and comment ?
Remarks:
Per our conversation on March 16, 2005 1 have provided the needed information for the review of the
bioretention pond for Glenaire. Please let me know if you have any questions, comments, or concerns.
Thank you for your time and consideration.
Copy to: Signed: //4/71zt
Warren Sugg, El
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. A - -,V ER'. QUALITY
14= `, AND STOWYATER BRANCH
I M U LK Ems'
ENGINEERS & CONSULTANTS
PO Box 331 27
RALEIGH, NC 27636
PHONE: 919-B51-1912
FAx: 919-B51-1918
LETTER OF TRANSMITTAL
To: Sammual Aghimien
Date: April 4, 2005
401 Oversight & Express Permits Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2260
** HAND DELIVER **
Re: Glenaire Retirement Facility
Cary, North Carolina
Job No.: 2004197.00
am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
1 Bioretention Draw-down Calcs with Precip. Rate
These are transmitted as checked below:
® As requested
® For approval
? For review and comment
Remarks:
Per our conversation on April 1, 2005 1 have provided the needed information for the review of the
bioretention pond for Glenaire. Please let me know if you have any questions, commen s, or concerns.
Thank you for your time and consideration.
Copy to: Signed:
Warren Sugg, EI
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? For your use
? For Signatures
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SEDCAD 4 for Windows
Glenaire Bioretention
Warren M. Sugg, EI
Mulkey Engineers & Consultants
6750 Tryon Road
Cary, NC 27511
Phone: [phone]
Filename: Printed 04-01-2005
SEDCAD 4 for Windows
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Genera/ Information
Storm Information;
Storm Type: NRCS Type II
Design Storm: 10 yr - 24 hr
Rainfall Depth: 5.380 inches
Filename: Printed 04-01-2005
SEDCAD 4 for Windows
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Structure Networking;

Type Stru (Flows Stru Musk. K
Musk. X Description
# into) # (hrs)
Pond ! #1 ==> End 0.000 0.000
#1
Pond
Filename: Printed 04-01-2005
SEDCAD 4 for Windows
4
Structure Summary;
Immediate Total Total
Contributing Contributing Peak Runoff
Area Area Discharge Volume
(ac) (ac) (cfs) (ac-ft)
In 3.86 0.20
#1 0.560 0.560
Out 3.69 0.20
Filename: Printed 04-01-2005
SEDCAD 4 for Windows
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Structure Detail.,
Pond Inputs:
Initial Pool Elev: 465.51
Initial Pool: 0.00 ac-ft
Perforated Riser
Riser Barrel Number of
Riser Height Barrel Barrel Slope
Diameter (ft) Diameter Length (ft) (%) Manning's n Spillway Elev Holes per
(in) (in) Elev
48.00 5.59 ! 8.00 14.00 1.001 0.0130 466.01 2
Pond Results:
Peak Elevation: 466.47
Dewater Time: 0.50 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation-Capacity-Discharge Table
Area Capacity Discharge Dewater
Elevation Time
(ac) (ac-ft) (cfs)
(hrs)
465.50 0.007 0.000 0.000
465.51 0.007 0.000 0.084 4.90
466.00 0.015 0.005 0.594 4.70
466.01 0.015 0.006 0.600 Spillway #1
466.47 0.021 0.014 3.686 0.20 Peak Stage
466.50 0.021
- 0.014
---- 3.874
--
467.00 0.028 0.027 4.027
Detailed Discharge Table
Combined
Total
Elevation Perf. Riser (cfs)
Discharge
(cfs)
465.50 4.00>0.000 0.000
465.51 0.084 0.084
466.00 0.594 0.594
466.01 0.600 0.600
466.50 3.874 3.874
Filename:
Printed 04-01-2005
SEDCAD 4 for Windows
r ,ooa 13-1.1 Combined
Total
Elevation Perf. Riser (cfs)
Discharge
(cfs)
467.00 4.027 4.027
Filename: Printed 04-01-2005
SEDCAD 4 for Windows
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Subwatershed Hydrology Detail:
Time of Peak Runoff
Stru SWS SWS Area Musk K Curve
Conc Musk X UHS Discharge Volume
# # (ac) (hrs) Number
(hrs)
(cfs)
(ac-ft)
#1 1 0.560 0.083 0.000 0.000 91.000 TR55 3.86 0.203
0.560 3.86 0.203
Filename: Printed 04-01-2005
Inflow/Outflow Hydrographs for Structure # 1
4
Peak Flow in to Structure:
3.86 cfs at 12.0 hrs
3? .............. ......................:............I...........
Peak Flow out of Structure:
v
3.69 cfs at 12.0 hrs
"' 2?? ........... :. .........: ......................... ............
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1 .............. :-........................:...........
0 - ----
0 10 20 30 40 50
Time (hrs)
Inflow
Outflow

January 27, 2005
John Dorney
Division of Water Quality
401 Oversight/ Express Review T
2321 Crabtree Boulevard, Suite 25
Raleigh, North Carolina 27604
Re: DWQ Project # 04-1854
Glenaire Retirement Community
Cary, North Carolina
Wake County
Mr. Dorney,
M0 1 L K
F
ENGINEERS & CONSULTANTS

Please find our responses to your letter dated January 7, 2005 concerning the Neuse Buffer variance request
for the Glenaire Retirement Community. In order to aid in the review of the material, we have incorporated
all the previous modifications in addition to the below revisions into a complete application package.
1. The wetlands impact map can be found in Attachment B, map B-2.
2. We have revised the nitrogen loading calculations in Part 3, Section 6. Documentation for the
calculations can be found in Attachment D.
3. We have incorporated a bioretention area into the courtyard adjacent to the proposed Wellness Center
Expansion. The area has been sized to treat all the stormwater from the proposed expansion in addition
to a portion of the existing stormwater collected from the existing building.
Thank you for you time and consideration. Please contact me at 858-1888 if you have any additional
questions or comments.
Sincerely,
L
lichael D. Allen, P.E.
Project Manager
Cc: Dr. Sam Stone, Glenaire Retirement Community
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MULKEY. INC. 6750 TRYoN ROAD CARY. INC 2751 1 PO BOX 33127 RALEIGH, NC 27636 PH: 919-051-1912 FAX: 919-©51-1910 WWW.MULKEYINC.COM
I OFFICE USE ONLY: Date Received Request #
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Variance Request Form
' Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC.0233)
' NOTE: This form may be photocopied for use as an original.
Part 1: General Information
1. Applicant's name (the corporation, individual, etc. who owns the project):
' Glenaire, Inc.
2. Print Owner/Signing Official (person legally responsible for the facility and its compliance)
Name: Dr. Sam Stone
Title: Director
Street address: 4000 Glenaire Circle
City, State, Zip: Cary. North Carolina 27511-3802
' Telephone: [phone]
Fax: [phone]
' 3. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Glenaire Phase IV
' 4. Location of Facility
Street address: 4000 Glenaire Circle
City, State, Zip: Cary, North Carolina 27511-3802
' County: Wake
Latitude/longitude: 2,063,858 : 737,567
5. Directions to facility from nearest major intersection (Also attach a map):
Facility occupies the northeast corner of the intersection of W. Cornwall & Kildaire Farm Rd.
6. Contact person who can answer questions about the facility:
Name: Michael Allen, PE - Mulkey Engineers and Consultants Inc.
Telephone: [phone]
Fax: [phone]
Email: mallen mulkeyinc.com
7. Requested Environmental Management Commission Hearing Date: As soon as feasible.
Version 1: September 1998

1 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:
(a) practical difficulties or hardships would result from strict application of the rule:
(b) such difficulties or hardships result from conditions 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: (ATTACHMENT A)
• 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
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 I
' the variance were granted. I
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. (ATTACHMENT B)
Currently, two pipes outlet stormwater collected from the existing parking lots and loading
dock and release the stormwater into the tributary. Due to the limited open space in the
' vicinity of the stormwater inlets, no treatment mechanisms are possible within the loading
dock and parking areas. The existing outlets have eroded a four foot deep gullet' leading to
the tributary. The footprint of the proposed building requires these pipes to be extended.
The proposed project will combine these pipes and extend them to a new outlet point. Due to
the limited area, no treatment of this stormwater is possible. However, the erosion in this
area will be eliminated by controlling the velocity with a series of drop manholes and
protecting the outlet with rip rap. A bioretention pond has been proposed just west of the
proposed expansion to treat the stormwater from the new expansion area and also treat a
portion of the existing roofline surrounding the bioretention area.
2. What is the total project area in acres? 0.40 acres
3. Which of the following permits/approvals will be required for this project?
N/A CAMA Major
N/A Sediment/Erosion Control
N/A 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. (ATTACHMENT C)
Project Information Drainage Basin 1 Drainage Basin 2
Receiving stream name Unnamed tributary to
MacGregor Downs Lake
Receiving stream class' WS-III NSW
Drainage basin area (total) 92 acres
Existing impervious area3 (total) 46 acres
Proposed impervious area3 (total) 0.22 acres
Impervious area3 (on-site) 44.4%
Impervious area3 (total) 50.0%
Impervious area3 Drainage basin 1 Drainage basin 2
On-site buildings 8.99 acres
On-site streets 2.88 acres
On-site parking 1.75 acres
On-site sidewalks 0.21 acres
Other on-site 0
Total on-site 13.83 acres
Off-site 32.17 acres
Total 46.0 acres
' The intemet site for this information is http://h2o.enr.state.nc.us/strmclass/a/pha/neu.html
2 Total means on-site plus off-site area that drains through the project.
3 Impervious area is defined 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?
The off-site impervious area was estimated based on visual inspection of the drainage area.
The drainage area includes the Kmart/Food Lion shopping center at the corner of Kildaire
Farm Road and Maynard Road.
6. 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. (ATTACHMENT D)
Drainage
basin Size of
drainage
basin
ac Post-development
nitrogen loading rate
without BMPs`
Ibs/aCIA) BMP nitrogen
removal
efficiency,
% Final nitrogen
loading rate
(Ibs/ac/yr) Final nitrogen
loading from
drainage basin
Ibs
1 0.56 17.34 35% 9.41 2.18
2
3
4
5
Totals 0.56 17.34 35% 9.41 2.18
4 Attach calculations and references.
5 Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998
Part 3: Water Quality Protection, continued
7. The applicable supplemental form(s) listed below must be attached for each BMP specified:
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
Part 4: Submittal Checklist
A complete appplication 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
indicate that the necessary information has been provided.
Applicant's
Initi Is
vfl
NA
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 & 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, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
' Variance Request Form, page 4
Version 1: September 1998
K-e

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 located 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 another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): Michael Allen PE - Mulkey Engineers and Consultants, Inc
Mailing address: Post Office Box 33127
City, State, Zip: Raleigh, NC 27636-3127
Telephone: [phone]
Fax: [phone]
Email: mallen(a)mulkeyinc.com
Part 7: Applicant's Certification
I, Dr. Sam Stone (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: Akµ e j 14 . A? 4=xec +v?? v?c:i??
Date:
Title: Director
Variance Request Form, page 5
Version 1: September 1998

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VICINITY
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ENGINEERS & CON5ULTANTS
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RALEIOM. N.C. 27636
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ENGINEERS & CONSULTANTS
ATTACHMENT A
MULKEY INC. 6750 TRYON ROAD CARY. NC 2751 1 PC BOX 33127 RALEIGH, NC 27636 PH: 919.851.1912 FAX: [phone] B WWW.MULKEYINC.COM
?lr
A Continuinb Care Retirement Community
An Affiliate of The Presbyterian Homes, Inc.
Variance Request Form -- Part 2: Demonstration of Need for a Variance
Glenaire is a nonprofit, church-related continuing care retirement community which
provides services and accommodations for 380 older adults whose needs and abilities
range from independent through levels of increasing dependence, including skilled
nursing.
When Glenaire was under construction prior to opening in 1993, the existing water quality
rules allowed the placement of segments of the original buildings within what today are
considered zones which should buffer the multiple branches merging eventually on site
into an "intermittent stream." The only concern expressed in 1991 by Town erosion control
officials was for areas that appeared to have wetlands characteristics. Glenaire has
respected those concerns through erosion control measures including riprap and
enhancement of vegetation especially in proximity to the storm drainage channels.
Through the years of operations, the exercise program has grown impressively in active
participation across all levels (notably, 125+ of the 260 independent residents) and in the
variety of programs offered. For many of the programs, there is only one small room (600
sq.ft.) for both fixed equipment and aerobic classes.
The need and demand exists for expanding the space and range of programs to improve
this important aspect -- active, daily exercise -- of the available services. The plan is to
construct a two-story addition to the Community Center adjacent to the existing exercise
room, making it possible to add a separate aerobic and physical therapy space and a
much needed aquatic center with exercise pool (30'x50'x4'), Jacuzzi, showers, and
lockers. Having such a facility will make it possible for Glenaire to open more of its
programs and services to older adults in the community who are not Glenaire residents.
An exercise pool adds a dimension to the wellness and fitness programs which cannot be
attained otherwise. On accompanying pages, the benefits are described more fully.
The location of the building addition is critical to the overall plan. Granted, it encroaches
' on the buffered areas of the intermittent stream, but the location is truly the only but also
the ideal place on the entire campus. The location is central within the main building
complex, squarely between the independent and the assisted living and skilled nursing
' sections, physically connected to both. Also the location is directly opposite at ground
level the existing exercise room and at the next level the kitchen which will support the
proposed cafe addition.
The social, physical, and overall health benefits for the older adults served by this addition
tip the scale in favor of granting the requested variance.
/C.µF.DITITTO
_ ONTINDING ARE
4000 Glenaire Circle is Cary, North Carolina 27511-3884 ??'
OQUAL ?.`.. 919/460-8095 k5 800!225-9573 - Fax: [phone]

' GLENAIRE
' Case Statement for Aquatic and Wellness Center within Glenaire
What justifies having a swimming pool and lots of exercise equipment in a
retirement community?

There must be a good answer for this question because there definitely is a trend
' toward including such state-of-the-art facilities and programs, especially within
continuing care retirement communities (CCRCs).
' Some readily suspect that the main reason revolves around adding more spice to
the marketing program. Doubtless this is a factor. Being competitive in terms of
facilities, services, and a host of other factors is vital to the success and survival
of any CCRC. But marketing, ultimately, is about being responsive to interests,
needs, and demands future residents (that is, the future clients and customers).
Having a good aquatic and wellness program has become one of those prized
components of a desirable and desired CCRC.
There is more to the answer, however, much more that builds on solid research
and the responsibility of a first rate CCRC to help residents grow as they discover
how to be live to the fullest a long and rewarding phase of life.
*
Being aware of some of the research findings and benefits (
) from a
comprehensive wellness program is a good place to begin:
"
Recent gerontological research has shown that many of the commonly
accepted biomarkers of age (low vitality, lost muscle mass, decreased
' strength, reduced bone density, increased body fat, high blood pressure,
etc.) [are] directly attributed to inactivity.
"Advance technology has essentially engineered activity out of our lifestyle
and we have become a very sedentary society. Even the 1886 Surgeon
general's Report stated emphatically:
"'Inactivity is harmful to your health.'
"Now the good news! Contemporary research clearly shows that
regardless of age, those who participate in regular moderate
exercise/activity find that many of the commonly accepted negative
manifestations of aging not only can be prevented, but even reversed.
"With more and more consumers demanding new strategies for healing
coupled with health care providers being forced to curb spiraling costs, a
new approach to health care is emerging -- it's called wellness. Wellness
is a pro-active prevention model as opposed to the re-active disease
model that has greatly influenced Western health care during the past
century....
"Retirement housing providers who have chosen to make wellness an
integral part of their business are enjoying many of the... benefits[, such
as,]
wellness compliments the health continuum,
wellness raises the function level of participants, [and]
wellness enhances health span and quality of life."
As a total concept and approach, a wellness facility and program consists of an
aquatic center (an exercise pool and Jacuzzi), aerobic exercise, and fitness and
weight training available both for those seeking to maintain healthy bodies and
those in therapy or recovery. The pool contributes the soothing advantages of
buoyancy.
What is proposed for Glenaire?
Glenaire has the starting points toward a good wellness program. There is a
popular teacher and trainer with diverse abilities who has a faithful following of
one-third of the independent residents and the participation of core of able and
willing residents in assisted living and nursing. Exercise space is limited to one
equipped room and use of several multi-purpose rooms.
The following steps have been recommended, found feasible, and approved for
development by the Board of Trustees:
1. Construct adjacent to the lower level of the existing Community Center,
mid-way between the independent and healthcare section and
connected to both, an aquatic center consisting of an exercise pool (30'
wide, 50' long, and 4' deep), a Jacuzzi, and dressing rooms.
2. At the same level, convert the existing exercise room into a fitness and
weight training facility for class participation and guided, individual use.
3. Adjacent to the preceding, construct an aerobic exercise and physical
therapy space for scheduled classes and individual therapy sessions.
4. Add the equivalent of one more teacher and trainer to complement and
extend the capabilities of the instruction already in place.
5. Seek broader participation by Glenaire residents, future residents, and
interested older adults from the surrounding communities.
Total estimated construction cost: $ 1,435,755
Source: Age Dynamics, John Rude & Associates, [e-mail]
F
1 Site Constraints
1!) (J E
ENGINEERS & CONSULTANTS
' The location of the proposed Wellness Center Expansion is shown in Attachment A-1 along with the
centerline of the existing creek. The expansion will be located on the northern side of Building D.
The main access to the complex is located at #4. Buildings A, B, and C are apartment buildings.
Buildings E and F are the nursing areas of the complex. Building D contains the common area for
both the dependent and independent residents of the facility. It contains the dining room, library,
post office, beauty salon, music rooms, etc. Locating the Wellness Center Expansion in this area is
essential for maintaining its accessibility to all the residents. All the residents with the exception of
those in the detached townhomes can reach the proposed Wellness Center without being exposed to
the outside elements and without traversing stairs.
To the south of Building D are the existing loading docks (#1) which serve the dining room/kitchen
and provide supplies and equipment to the entire facility. The Wellness Center Expansion could not
be located in this area due to the inability to relocate these docks elsewhere on the property. In
' addition, existing parking lots (#2) for the residents and staff of the nursing areas could not be
relocated elsewhere on the site to accommodate the expansion. An existing stormwater retention
area is located in the vicinity of #3. This retention area is primarily for quantity control of the
' collected stormwater; however, there is some secondary treatment of the stormwater occurring in
this area.
The site is surrounded on the north, west, and south by existing residential subdivisions. The Town
of Cary has required Glenaire to maintain 60 foot landscape buffers off of the northern and western
property lines to shield the facility from the neighborhoods. This buffer also limits the expansion
' ability of the facility. The eastern part of the property contains townhomes. If the Wellness Center
were to be located in this area, if sufficient area were available, would make its accessibility to the
dependent care residents extremely difficult.

MULKEY INC. 6750 TRYON ROAD CARY, NC 27511 PC Box 33127 RALEIGH, NC 27636 PH: 919-851-1912 FAx: [phone] WWW.MULKEYINC.COM

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ENGINEERS & CONSULTANTS
110
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ENGINEERS & CONSULTANTS
ATTACHMENT B
MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO BOX 331 27 RALEIGH, NC 27636 PH: 91 9-851.1 91 2 FAX: [phone] WWW.MULKEYINC.COM

Water Quality Protection
1© n 9w_®
ENGINEERS & CONSULTANTS
Attachment B-1 outlines the footprint of the proposed Wellness Center Expansion and its impact on
Zone 1 and Zone 2 of the Neuse Buffer. In addition to the Neuse Buffer impacts the stream
impacts created by the construction of the access path to the building expansion are also outlined.
For an overall view of the facility, please refer back to Attachment A-1. The proposed expansion will
impact a total of 10,093 SF of Neuse River Buffers with 6,414 SF of impacts occurring in Zone 1
(the inner twenty feet) and 3,679 SF of impacts occurring in Zone 2. Stream impacts total 32 LF.
Calculations outlining the sizing of the culverts for the stream crossings are included.
Attachment B-2 outlines wetland impacts of the proposed Wellness Center Expansion. These
impacts total 2,285 SF of permanent impacts. A confirmation letter from the U.S. Corps of
Engineers accompanies the impact map.
I Existing Water Quality Controls
As shown in Attachment B-3, two existing pipes discharge stormwater into the existing creek. One
18-inch pipe collects stormwater from the existing loading dock area, transports it under the building
and outlets. Another 18-inch pipe collects stormwater from the existing parking lot, transports the
water under the nursing building and discharges into the creek. These combined outlets have eroded
a four foot deep gulley at the discharge area. There are no velocity controls at the outlet pipes.
However, downstream approximately seventy feet is an existing outlet structure which controls the
quantity of the stormwater released downstream. This area reduces the velocity of the stormwater
and provides an area of secondary treatment.
Proposed Water Quality Controls

The proposed stormwater collection system will combine the flows from the two stormwater pipes
and transport the collected stormwater to a discharge area protected by a poured concrete retaining
wall. The proposed junction boxes will drop the stormwater vertically three to four feet to reduce
the slope on the pipes and begin to slow the stormwater. The discharge area will be protected with
Class 1 rip rap to prevent erosion and assist in dissipating the velocity of the stormwater. Currently,
the outlet pipes discharge at a ninety degree angle to the existing creek. The proposed discharge
location will allow the stormwater to enter the stream at a much improved angle. The stormwater
outlet structure located downstream will not be modified. A bioretention pond has been proposed
just west of the proposed expansion to treat the stormwater from the new expansion area and also
will treat a portion of the existing roofline surrounding the bioretention. See Attachment D for
details regarding the proposed biorentention pond.
MULKEY INC. 6750 TRYDN ROAD CARY, NC 27511 PO Box 331 27 RALEIGH, NC 27636 PH: 91 9.651.191 2 FAX: 919'651-1918 WWW.MULKEYINC.COM
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IMPACTS: _
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TEMPORARY CONSTRUCTION
_ ACCESS TO BEED AS-,_ UNPAVE ERGENCY EG
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TEMPORARY ?=P
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WWW.II LICCYINC.COM
i --:y U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
r Action ID: 200520164 County: Wake

11
1

1

I

NOTIFICATION OF JURISDICTIONAL DETERAZINATION
Property Owner: Glenaire Retirement Community
Attn: Samuel Al. Stone
Mailing Address: 4000 Glenaire Circle
Cary, North Carolina 27511
Authorized Agent: Mulkey Engineers & Consultants
Attn: Cindy Carr
Mailing Address: Post Office Box 33127
Raleigh, North Carolina 27636
L 4>
Telephone No.: [phone]
Telephone No.: [phone]
Proper?v / Project Area Description: .
Size (acres): 25
USGS Quad: Cary
River Basin: Neuse
Nearest Town: Cary
Site Coordinates: 35.7761 °N 78.7859 °W
HUC:' 03020201
Nearest Waterway: Swift Creek
Location (road name/number, intersection, etc.): The property (Glenaire Retirement Community) is located
west of Kildaire Farm Road, and north of Cornwall Road, in Cary, Wake County, North Carolina.
Indicate Which of the Following Apply:
? Based on preliminary information, there may be waters of the U.S., to include wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act ind Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
® There are waters of the U.S., to include wetlands, on the above described-property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? We strongly suggest you have the waters of the U.S., to include wetlands, on your property delineated.
Due to the size of your property and/or our present workload,.the Corps may not be able to accomplish this
wetland delineation in a timely manner. For a more timely delireation, you may wish to obtain a consultant.
To be considered final, any delineation must be verified by the Corps.
® The waters of the US., to include wetlands, on your property have been delineated'and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
Page 1 of 2
F-1 The waters of the U.S., to include wetlands have been delineated and surveyed and are accurately
depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a
change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
? There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: The project site contains an unnamed tributary to , and adjacent
wetlands, which flow into , a tributary to the River, a navigable waterway.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Todd Tugwell at
telephone [phone], ext 26.
Additional Remarks:
Corps Regulatory Offici
Date: 12/27/04
Expiration Date: 12/27/09
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
0
Page 2 of 2 0
? r

RO
CESS'AND
;

A licant: Glenaire Retirement Community File Number: 200520164 Date: 12/27/04
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
'SECTION I -.:The following identifies your rights, and options regarding an admmistrattve-appeal, of the above
`decision:- Additional information Tay be found at http://?vNvw_usace.army.mll/inet/fii_ncdons/ci_vlcecwo/reg o%
Corps _regulations at 33`.CFR Part 331:
A: INITIAL PROFFERED PERMIT: You may acceptor object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending fhe form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corp" of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respona io the t-w N?
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION TI,- REQUEST, FOR APPEAL or OBJECTIONS TO:AN_ INITIAL PROFFERED.PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POIrIT OF.1CONTACT,FOR. UESTIONS;ORINFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also
Middleton, Administrative Appeal Review
Todd Tugwell
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 6 Forsyth Street, Room 9M15 South Atlantic Division
Raleigh, North Carolina 27615 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
0
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CLASS 11
RIP RAP TO
- POURED CONCRETE DRAINAGEWAY
-? -' RETAINING WALL ` INV=457`50 - ' = -
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,INVERT., III=458.14 (2) ,
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_EXISTING_.OUT_LET?
INVERT IN =462.27
INVERT OUT=458.27
EXISTING OUTLET \ 3L---18" RCP 9-'-0.50% --
INVERT-IN=-467..67 1
INVERT_ OUT= 458.36---,L--
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SCALE: 1"=20'
WELLNESS CENTER EXPANSION
GLENAIRE

- O-M U LKEY SHEET NO.
ENGINEERS & CONSULTANTS
PO BOX 33127
B-?
RALEIOH. N.C. 27636
(91-5113 51-191 2
(9191 BSi-1910 (FA7U
WWW.MULKEYINC.COM

M LJ L E:
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ENGINEERS & CONSULTANTS
ATTACHMENT C

MULKEY INC. 6750 TRYON ROAD GARY, NC 2751 1 PO BOX 331 27 RALEIGH, NC 27635 PH: 919.851.191 2 FAX: [phone] WWW.MULKEYINC.COM
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Date: 11/1/2004
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PROJECT No.
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CALCULATION SHEET

DRAINAGE AREA #1
Type of Land Cover
Undisturbed open space (forest, unmown meadow)
Managed open space (grass, landscaping, etc.)
Impervious Area
TOTAL
BMP removal efficiency
N Load = Export / Area
Amount controlled by BMP
N Load controlled by BMP
DRAINAGE AREA #2
Type of Land Cover
Undisturbed open space (forest, unmown meadow)
Managed open space (grass, landscaping, etc.)
Impervious Area
TOTAL
BMP removal efficiency
N Load = Export / Area
Amount controlled by BMP
N Load controlled by BMP
SUMMARY
Total Area (area #1 + area #2)
Total Nitrogen Load (area #1 + area #2)
Nitrogen Treated by BMPs
Cumulative removal efficiency
Area Export Coeff Export
(acres) (Ibs/ac/yr) (Ibs/yr)
0 0.6 0
0 1.2 0
0.31 21.2 6.572
0.31 23 6.572
35.00% bioretention basin
21.20 Ibs/ac/yr
7.42 Ibs/ac/yr
2.30 Ibs/yr
Area Export Coeff Export
(acres) (Ibs/ac/yr) (Ibs/yr)
0 0.6 0
0 1.2 0
0 21.2 0
0 23 0
0.00% area
#DIV/0! Ibs/ac/yr
#DIV/0! Ibs/ac/yr
#tDIW0! Ibs/yr
0.31 acres
6.57 Ibs/yr
2.30 Ibs/yr
35%
BMP(
M ® M M = M = ® = ® M ® ® ® M
Nitrogen Load from New Development 3.22 Ibs/yr
Minimum annual N load that must be treated by BMP 1.38 Ibs/yr
Maximum annual N load that must be treated by BMP 2.55 Ibs/yr
Annual N load that must be treated by BMP 1.36 Ibs/yr
Removal efficiency 42.79% percent
1) If efficiency is much less than 25%, but a BMP is required,
consider installing a BMP to treat a larger area and reduce the required payment
2) If the efficiency is much greater than 25%, consider installing a
BMP to treat a larger area to avoid placing BMPs in series
BMP treatment area 0.31 acres user entered
Nitrogen load from BMP treatment area 2.30 Ibs/yr user entered
Removal efficiency 35% percent user entered
Actual N load removed 0.81 Ibs/yr
Remaining N load from new development 2.42 Ibs/yr
.,site expansion" area 0.19 acres
N Loading Rate = Annual load / site expansion area 17.34 Ibs/ac/yr
Initial Target 10.00 Ibs/ac/yr
N remaining after treatment 13.01 Ibs/ac/yr
Final Target 3.60 Ibs/ac/yr
Remaining N to offset 9.41 Ibs/ac/yr
Cumulative Nitrogen removed by BMPs 4.33 Ibs/ac/yr
Post BMP Nil

Total Site Area
Existing Impervious
New Impervious
Total Impervious
New unmanaged open space
New managed open space
Total Open space
Unmanaged open space allocated to existing impervious
Managed open space allocated to existing impervious
Unmanaged open space allocated to new impervious
Managed open space allocated to new impervious
N Annual Load
N load from unmanaged open space Q 0.6 Ibs/ac/yr
N load from managed open space Q 1.2 Ibs/ac/yr
N load from impervious area Q 21.2 Ibs/ac/yr
.,site expansion" area
N Loading Rate = Annual load / site expansion area
Initial Target
Amount controlled by BMP
Final Target
Remaining N
SITE SUMMARY
Total Site Area
Actual Load from Site
Loading Rate
Annual N load that must be treated by BMP
0.56
Acres Percent
0.31 0.67
0.15 0.33
0.46
0
0.11
0.11
0.00
0.07
0.00
0.04
0.11
existing developed new developed
0.00 0.00 Ibs/yr
0.09 0.04 Ibs/yr
6.57 3.18 Ibs/yr
6.66 3.22 Ibs/yr
0.19 acres
17.34 Ibs/ac/yr
10.00 Ibs/ac/yr
7.42 Ibs/ac/yr
3.60 Ibs/ac/yr
6.32 Ibs/ac/yr
0.57 acres
9.88 Ibs/yr
17.34 Ibs/ac/yr
1.38 Ibs/yr
Initial Nitroger
M M ® M M ® ® M M M ® M M ® M M M
Glenaire
Type of Land Cover
Unmanaged open space (forest, unmown meadow)
Managed open space (grass, landscaping, etc.)
Impervious Area inlc. R/W
TOTAL
N Load = Export / Area
Pre-development Area
(acres)
Export Coeff
(Ibs/ac/yr)
0.00
0.26
0.31
0.57
12.08
Export Coeff
(Ibs/ac/yr)
0.00
0.11
0.46
0.57
0.19 ac
17.34 Ibs/ac/yr
10.00 Ibs/ac/yr
4.33 Ibs/ac/yr
3.60 Ibs/ac/yr
9.41 Ibs/ac/yr
Export
(Ibs/yr)
0.60 0.00
1.20 0.31
21.20 6.57
23.00 6.88
Type of Land Cover
Unmanaged open space (forest, unmown meadow)
Managed open space (grass, landscaping, etc.)
Impervious Area incl R/W
TOTAL
Calculated site expansion area
N Load = Export / Area
Initial Target
Amount controlled by BMP
Final Target
Remaining N
Post-development Area
(acres)
Net Change in on-site N load (post-dev less pre-dev less removal)
2.18 Ibs/yr
Export
(Ibs/yr)
0.60 0.00
1.20 0.13
21.20 9.75
23.00 9.88
Sum_
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SCALE: V= 30'
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December 20, 2004
ENGINEERS & CONSULTANTS
Cyndi Karoly, Supervisor
Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250 ?-
Raleigh, North Carolina 27604
Re: Glenaire Retirement Community G C C j5 f\>
Cary, North Carolina
Wake County
Nis. Karoly,
Please find our responses to your letter dated November 29, 2004 concerning the•N<<,- iffenvariancea
request for the Glenaire Retirement Community. 0 , t<e (?
1. The wetlands impacts have been identified on the attached sheet, RTC-1.
2. There are limited locations for proposed stormwater management practices. The majority of the
stormwater collection system is adjacent to the building or within the loading dock area which
significantly limits any opportunity for stormwater treatment. The two stormwater collection systems
(one from the parking lot and one from the loading dock) go under buildings which require the pipes to
be buried at a depth where it is impossible to have the pipes surface beyond the buildings at a location for
a treatment system. This is the case for the courtyard on the backside of the buildings. However, there is
currently a riser structure located in the drainageway. This retention area exists and provides the best
treatment possible for the stormwater. Even though it is located within the buffer, could improvements
be made to this structure to allow this area to function more as a wet pond?
3. The stream and buffer impacts for the construction access road have been identified in RTC-2.
Stormwater calculations for the stream crossings are also attached to this letter.
4. We are in the process of obtaining confirmation from the US Army Corps of Engineers. This
confirmation will be forwarded to you as soon as it has been received.
5. As we reviewed the site for potential bio-retention areas, we examined the courtyard area. Unfortunately,
the stormwater pipe from the parking lot goes under the building which requires it to be at a depth that is
impossible to have the pipe surface and treat the stormwater within the courtyard area. Please see the
response to #2 above concerning modifications to the existing riser within the buffer.
6. Section 6 of the Major Variance Form has been completed and is attached. The size of the drainage
basin is based on the area located within the property. The 25% removal efficiency is based on the wet
detention area.
Thank you for you time and consideration. Please contact me at 858-1888 if you have any additional
questions or comments.
Sincer ly,
Lichael . A ten, P.E.
Project Manager
Cc: Dr. Sam Stone, Glenaire Retirement Community

MULKEY, INC. 6750 TNYON ROAD CAft Y, NC 2751 1 PO BOX 331 27 RALEIGH, NC 27636 PH: 919-©51-1912 FAX: 919-13 - 91 0 WWW.MULKEYINC.COM

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ENGINEERS G CONSULTANTS
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PROJECT No. ?-' R ?r ?•
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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. (ATTACHMENT C)
Project Information Drainage Basin 1 Drainage Basin 2
Receiving stream name Unnamed tributary to
MacGregor Downs Lake
Receiving stream class' WS-III NSW
Drainage basin area (total) 92 acres
Existing impervious area3 (totalZ) 46 acres
Proposed impervious area3 (totalZ) 0.22 acres
Impervious area3 (on-site) 44.4%
Impervious area3 (total) 50.0%
Impervious area3 Drainage basin 1 Drainage basin 2
On-site buildings 8.99 acres
On-site streets 2.88 acres
On-site parking 1.75 acres
On-site sidewalks 0.21 acres
Other on-site 0
Total on-site 13.83 acres
Off-site 32.17 acres
Total 46.0 acres
' The internet site for this information is http://h2o.enr.state.nc.us/strmclass/alpha/neu.html
2 Total means on-site plus off-site area that drains through the project.
3 Impervious area is defined 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?
The off-site impervious area was estimated based on visual inspection of the drainage area.
The drainage area includes the Kmart/Food Lion shopping center at the corner of Kildaire
Farm Road and Maynard Road.
6. 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. (ATTACHMENT D)
Drainage
basin Size of
drainage
basin
ac Post-development
nitrogen loading rate
without BMPs°
Ibs/ac/ r BMP nitrogen
removal
efficiencl
% Final nitrogen
loading rate
(Ibs/ac/yr) Final nitrogen
loading from
drainage basin
Ibs
1 31.61 8.58 25% 2.59 18.76
2
3
4
5
Totals 31.61 8.58 25% 2.59 18.76
4 Attach calculations and references.
5 Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998
December 20, 2004
ENGINEERS & CONSULTANTS
Cyndi Karoly, Supervisor
Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: Glenaire Retirement Community
Cary, North Carolina
Wake County
Ms. Karoly,
Please find our responses to your letter dated November 29, 2004 concerning the Neuse Buffer variance
request for the Glenaire Retirement Community.
1. The wetlands impacts have been identified on the attached sheet, RTC-1.
2. There are limited locations for proposed stormwater management practices. The majority of the
stormwater collection system is adjacent to the building or within the loading dock area which
significantly limits any opportunity for stormwater treatment. The two stormwater collection systems
(one from the parking lot and one from the loading dock) go under buildings which require the pipes to
be buried at a depth where it is impossible to have the pipes surface beyond the buildings at a location for
a treatment system. This is the case for the courtyard on the backside of the buildings. However, there is
currently a riser structure located in the drainageway. This retention area exists and provides the best
treatment possible for the stormwater. Even though it is located within the buffer, could improvements
be made to this structure to allow this area to function more as a wet pond?
3. The stream and buffer impacts for the construction access road have been identified in RTC-2.
Stormwater calculations for the stream crossings are also attached to this letter.
4. We are in the process of obtaining confirmation from the US Army Corps of Engineers. This
confirmation will be forwarded to you as soon as it has been received.
5. As we reviewed the site for potential bio-retention areas, we examined the courtyard area. Unfortunately,
the stormwater pipe from the parking lot goes under the building which requires it to be at a depth that is
impossible to have the pipe surface and treat the stormwater within the courtyard area. Please see the
response to #2 above concerning modifications to the existing riser within the buffer.
6. Section 6 of the Major Variance Form has been completed and is attached. The size of the drainage
basin is based on the area located within the property. The 25% removal efficiency is based on the wet
detention area.
Thank you for you time and consideration. Please contact me at 858-1888 if you have any additional
questions or comments.
Sincer ly,
tic ae1 . A en, P. E.
Project Manager
Cc: Dr. Sam Stone, Glenaire Retirement Community
MULKEY. INC. 6750 TRYON ROAD CARY, NC 2751 1 PD Box 331 27 RALEIGH, NC 27636 PH: 91 9-851 -1 91 2 FAx: 919-©51.1 91 © WWW.MULKEYINC.COM
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EXISTING PATH ZONE 1 IMPACTS: -21 SF EXISTING PATH ZONE 2 IMPACTS: - 600 SF aJ
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ENGINEERS S CONSULTANTS
PAGE OF
CLIENT / ,Lu L, r?-E SUBJECT LLI, ?-t-- LEES 12- t Prepared By En 5 Date L- - o,
PROJECT No. ??-=??q J] Reviewed By Date
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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. (ATTACHMENT C)
Project Information Drainage Basin 1 Drainage Basin 2
Receiving stream name Unnamed tributary to
MacGregor Downs Lake
Receiving stream class' WS-III NSW
Drainage basin area (total) 92 acres
Existing impervious area3 (total2) 46 acres
Proposed impervious area3 (total2) 0.22 acres
Impervious area3 (on-site) 44.4%
Impervious area3 (total) 50.0%
Impervious area3 Drainage basin 1 Drainage basin 2
On-site buildings 8.99 acres
On-site streets 2.88 acres
On-site parking 1.75 acres
On-site sidewalks 0.21 acres
Other on-site 0
Total on-site 13.83 acres
Off-site 32.17 acres
Total 46.0 acres
' The internet site for this information is http2o.enr.state.nc.us/strmclasslalpnameu.ntml
2 Total means on-site plus off-site area that drains through the project.
3 Impervious area is defined 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?
The off-site impervious area was estimated based on visual inspection of the drainage area.
The drainage area includes the Kmart/Food Lion shopping center at the corner of Kildaire
Farm Road and Maynard Road.
6. 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. (ATTACHMENT D)
Drainage
basin Size of
drainage
basin
ac Post-development
nitrogen loading rate
without BMPs°
Ibs/ac/ r BMP nitrogen
removal
efficiencl
% Final nitrogen
loading rate
(Ibs/ac/yr) Final nitrogen
loading from
drainage basin
Ibs
1 31.61 8.58 25% 2.59 18.76
2
3
4
5
Totals 31.61 8.58 25% 2.59 18.76
Attach calculations and references.
5 Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998
I I
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1
OFFICE USE ONLY: Date Received Request # J
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
NUv 17 2004
DENR - WATER QUALITY
V01AMSM40STOR:1, ATERErW.VI
Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection 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):
Glenaire, Inc.
2. Print Owner/Signing Official (person legally responsible for the facility and its compliance)
Name: Dr. Sam Stone
Title: Director
Street address: 4000 Glenaire Circle
City, State, Zip: Cary, North Carolina 27511-3802
Telephone: [phone]
Fax: [phone]
3. Project Name (Subdivision, facility, or establishment name -consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Glenaire Phase IV
' 4. Location of Facility
Street address: 4000 Glenaire Circle
City, State, Zip: Cary, North Carolina 27511-3802
t County: Wake
Latitude/longitude: 2,063.858 : 737.567

5. Directions to facility from nearest major intersection (Also attach a map):
Facility occupies the northeast corner of the intersection of W. Cornwall & Kildaire Farm Rd.
6. Contact person who can answer questions about the facility:
Name: Michael Allen, PE - Mulkey Engineers and Consultants Inc.
Telephone: [phone]
Fax: [phone]
Email: mallen(a?mulkeyinc.com
7. Requested Environmental Management Commission Hearing Date: As soon as feasible.
Version 1: September 1993

1 Part 2: Demonstration of Need for a Variance

0

n

0

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:
(a) practical difficulties or hardships would result from strict application of the rule:
(b) such difficulties or hardships result from conditions 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: (ATTACHMENT A)
• 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
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.
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. (ATTACHMENT B)
Currently, two pipes outlet stormwater collected from the existing parking lots and loading
dock and release the stormwater into the tributary. Due to the limited open space in the
vicinity of the stormwater inlets, no treatment mechanisms are possible within the loading
dock and parking areas. The existing outlets have eroded a four foot deep gulley leading to
the tributary. The footprint of the proposed building requires these pipes to be extended.
The proposed proiect will combine these pipes and extend them to a new outlet point. Due to
the limited area, no treatment of this stormwater is possible. However, velocity will be
controlled as much as feasible. A series of drop manholes will be installed to reduce the
velocity of the stormwater. The outlet will be protected with rip rap. Due to the limited space
available for treatment, Glenaire would like to submit a fee to the Riparian Buffer Restoration
Fund to offset the impacts of the proposed building expansion.
2. What is the total project area in acres? 0.40 acres
3. Which of the following permits/approvals will be required for this project?
' N/A CAMA Major
N/A Sediment/Erosion Control
N/A 401 Certification/404 Permit

Variance Request Form, page 2
Version 1: September 1998
r

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. (ATTACHMENT C)

u

Project Information Drainage Basin 1 Drainage Basin 2
Receiving stream name Unnamed tributary to
MacGregor Downs Lake
Receiving stream class' WS-III NSW
Drainage basin area (total) 92 acres
Existing impervious area3 (total) 46 acres
Proposed impervious area3 (total) 0.22 acres
Impervious area3 (on-site) 44.4%
Impervious area3 (total) 50.0%
Impervious area3 Drainage basin 1 Drainage basin 2
On-site buildings 8.99 acres
On-site streets 2.88 acres
On-site parking 1.75 acres
On-site sidewalks 0.21 acres
Other on-site 0
Total on-site 13.83 acres
Off-site 32.17 acres
Total 46.0 acres
' The internet site for this information is http://h2o.enr.state.nc.us/strmclass/alpha/neu.html
2 Total means on-site plus off-site area that drains through the project.
3 Impervious area is defined 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?
' The off-site impervious area was estimated based on visual inspection of the drainage area.
The drainage area includes the Kmart/Food Lion shopping center at the corner of Kildaire
Farm Road and Maynard Road.

6. 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. (ATTACHMENT D)
Drainage
basin Size of
drainage
basin
ac Post-development
nitrogen loading rate
without BMPs`
Ibs/ac/ r BMP nitrogen
removal
efficiencl
% Final nitrogen
loading rate
(Ibs/ac/yr) Final nitrogen
loading from
drainage basin
Ibs
1
2
3
4
5
Totals ------ ------ ------
Attach calculations and references.
5 Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998

H

u

Part 3: Water Quality Protection, continued
7. The applicable supplemental form(s) listed below must be attached for each BMP specified:
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
Part 4: Submittal Checklist
A complete appplication 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
indicate that the necessary information has been provided.
Applicant's
[nit* Is
?JA
1/1
V"'
NIA
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 & 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, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form, page 4
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 located 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 another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): Michael Allen PE - Mulkey Engineers and Consultants, Inc
Mailing address: Post Office Box 33127
City, State, Zip: Raleigh, NC 27636-3127
Telephone: [phone]
Fax: [phone]
Email: malien (a-)-mulkeyinc.com
Part 7: Applicant's Certification
I, Dr. Sam Stone (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:
Director
rku?? I L. :\?? L.?Ctc:cCr?lc .wcc:??
Variance Request Form, page 5
Version 1: September 1998

NOT TO SCALE

SHEET N0. ,;

VICINITY MAP 49-MUL.KEY
x
ENGINEERS & CONSULTANTS
BOX 33127
PO
INC
GLENAIRE m
H,N. N.C.
RALC N.C. 27636

co
.
, (919) H51-1912
191 9) 651-1 91 A (FAX) ~O
WWW.MULKEYINC.COM J
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ENGINEERS & CONSULTANTS
ATTACHMENT A
I MULKEY INC. 6750 TIIYON ROAD CARY, NC 7751 1 PD 00K 331 27 RALEIGH, NC 27636 PM: 919-©51-1912 FAX: 919•©51-19111 WWW.MULKEYINC.COM
A Continuing Care Retirement Community
An Affiliate or The Presbyterian lion,,, Inc.
Variance Request Form -- Part 2: Demonstration of Need for a Variance
Glenaire is a nonprofit, church-related continuing care retirement community which
provides services and accommodations for 380 older adults whose needs and abilities
range from independent through levels of increasing dependence, including skilled
nursing.

When Glenaire was under construction prior to opening in 1993, the existing water quality
rules allowed the placement of segments of the original buildings within what today are
considered zones which should buffer the multiple branches merging eventually on site
into an "intermittent stream." The only concern expressed in 1991 by Town erosion control
officials was for areas that appeared to have wetlands characteristics. Glenaire has
respected those concerns through erosion control measures including riprap and
enhancement of vegetation especially in proximity to the storm drainage channels.
Through the years of operations, the exercise program has grown impressively in active
participation across all levels (notably, 125+ of the 260 independent residents) and in the
variety of programs offered. For many of the programs, there is only one small room (600
sq.ft.) for both fixed equipment and aerobic classes.
The need and demand exists for expanding the space and range of programs to improve
this important aspect -- active, daily exercise -- of the available services. The plan is to
construct a two-story addition to the Community Center adjacent to the existing exercise
room, making it possible to add a separate aerobic and physical therapy space and a
much needed aquatic center with exercise pool (30'x50'x4'), Jacuzzi, showers, and
lockers. Having such a facility will make it possible for Glenaire to open more of its
programs and services to older adults in the community who are not Glenaire residents.
An exercise pool adds a dimension to the wellness and fitness programs which cannot be
attained otherwise. On accompanying pages, the benefits are described more fully.
The location of the building addition is critical to the overall plan. Granted, it encroaches
on the buffered areas of the intermittent stream, but the location is truly the only but also
the ideal place on the entire campus. The location is central within the main building
complex, squarely between the independent and the assisted living and skilled nursing
sections, physically connected to both. Also the location is directly opposite at ground
level the existing exercise room and at the next level the kitchen which will support the
proposed cafe addition.
The social, physical, and overall health benefits for the older adults served by this addition
tip the scale in favor of granting the requested variance.
Cµi.Dl f T\\
7
i
.ter DING ARE
? I
r t 4000 Glenaire Circic %0 Care, North Carolina 27511-388-3
o::nxTuw-n 91911460-S09i ii S00225-9573
Fax: 919:467-0844

I GLENAIRE
Case Statement for Aquatic and Wellness Center within Glenaire
What justifies having a swimming pool and lots of exercise equipment in a
retirement community?
There must be a good answer for this question because there definitely is a trend
toward including such state-of-the-art facilities and programs, especially within
continuing care retirement communities (CCRCs).
Some readily suspect that the main reason revolves around adding more spice to
the marketing program. Doubtless this is a factor. Being competitive in terms of
facilities, services, and a host of other factors is vital to the success and survival
of any CCRC. But marketing, ultimately, is about being responsive to interests,
needs, and demands future residents (that is, the future clients and customers).
Having a good aquatic and wellness program has become one of those prized
components of a desirable and desired CCRC.
There is more to the answer, however, much more that builds on solid research
and the responsibility of a first rate CCRC to help residents grow as they discover
how to be live to the fullest a long and rewarding phase of life.
Being aware of some of the research findings and benefits (*) from a
comprehensive wellness program is a good place to begin:
' "Recent gerontological research has shown that many of the commonly
accepted biomarkers of age (low vitality, lost muscle mass, decreased
strength, reduced bone density, increased body fat, high blood pressure,
etc.) [are] directly attributed to inactivity.
"Advance technology has essentially engineered activity out of our lifestyle
and we have become a very sedentary society. Even the 1886 Surgeon
general's Report stated emphatically:
"'Inactivity is harmful to your health.'
"Now the good news! Contemporary research clearly shows that
regardless of age, those who participate in regular moderate
exercise/activity find that many of the commonly accepted negative
manifestations of aging not only can be prevented, but even reversed.
"With more and more consumers demanding new strategies for healing
coupled with health care providers being forced to curb spiraling costs, a
new approach to health care is emerging -- it's called wellness. Wellness
is a pro-active prevention model as opposed to the re-active disease

1

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11

model that has greatly influenced Western health care during the past
century....
"Retirement housing providers who have chosen to make wellness an
integral part of their business are enjoying many of the... benefits[, such
as,]
wellness compliments the health continuum,
wellness raises the function level of participants, [and]
wellness enhances health span and quality of life."
As a total concept and approach, a wellness facility and program consists of an
aquatic center (an exercise pool and Jacuzzi), aerobic exercise, and fitness and
weight training available both for those seeking to maintain healthy bodies and
those in therapy or recovery. The pool contributes the soothing advantages of
buoyancy.
What is proposed for Glenaire?
Glenaire has the starting points toward a good wellness program. There is a
popular teacher and trainer with diverse abilities who has a faithful following of
one-third of the independent residents and the participation of core of able and
willing residents in assisted living and nursing. Exercise space is limited to one
equipped room and use of several multi-purpose rooms.
The following steps have been recommended, found feasible, and approved for
development by the Board of Trustees:
1. Construct adjacent to the lower level of the existing Community Center,
mid-way between the independent and healthcare section and
connected to both, an aquatic center consisting of an exercise pool (30'
wide, 50' long, and 4' deep), a Jacuzzi, and dressing rooms.
2. At the same level, convert the existing exercise room into a fitness and
weight training facility for class participation and guided, individual use.
3. Adjacent to the preceding, construct an aerobic exercise and physical
therapy space for scheduled classes and individual therapy sessions.
4. Add the equivalent of one more teacher and trainer to complement and
extend the capabilities of the instruction already in place.
5. Seek broader participation by Glenaire residents, future residents, and
interested older adults from the surrounding communities.
Total estimated construction cost: $ 1,435,755
Source: Age Dynamics, John Rude & Associates, [e-mail]

I Site Constraints
110 Mi ULKEY
ENGINEERS & CONSULTANTS
The location of the proposed Wellness Center Expansion is shown in Attachment A-1 along with the
centerline of the existing creek. The expansion will be located on the northern side of Building D.
The main access to the complex is located at #4. Buildings A, B, and C are apartment buildings.
Buildings E and F are the nursing areas of the complex. Building D contains the common area for
both the dependent and independent residents of the facility. It contains the dining room, library,
post office, beauty salon, music rooms, etc. Locating the Wellness Center Expansion in this area is
essential for maintaining its accessibility to all the residents. All the residents with the exception of
those in the detached townhomes can reach the proposed Wellness Center without being exposed to
the outside elements and without traversing stairs.
To the south of Building D are the existing loading docks (#1) which serve the dining room/kitchen
and provide supplies and equipment to the entire facility. The Wellness Center Expansion could not
be located in this area due to the inability to relocate these docks elsewhere on the property. In
addition, existing parking lots (#2) for the residents and staff of the nursing areas could not be
relocated elsewhere on the site to accommodate the expansion. An existing stormwater retention
area is located in the vicinity of #3. This retention area is primarily for quantity control of the
collected stormwater; however, there is some secondary treatment of the stormwater occurring in
this area.
The site is surrounded on the north, west, and south by existing residential subdivisions. The Town
of Cary has required Glenaire to maintain 60 foot landscape buffers off of the northern and western
property lines to shield the facility from the neighborhoods. This buffer also limits the expansion
ability of the facility. The eastern part of the property contains townhomes. If the Wellness Center
were to be located in this area, if sufficient area were available, would make its accessibility to the
dependent care residents extremely difficult.
i
n

MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO BOX 33127 RALEir,N, NC 27636 PH: 919-851-1912 FAX: [phone] B W .MULKEYINC.COM
I
10 MULKEY Attachment A-1
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ENGINEERS & CONSULTANTS
ATTACHMENT B
MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO Box 33127 RALEIGH, NO 27636 PH: 919-851.1912 FAX: [phone] © www.MULKEYINC.COM

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I
©' MULKEY
ENGINEERS & CONSULTANTS
Water Quality Protection
Attachment B-1 outlines the footprint of the proposed Wellness Center Expansion. For an overall
view of the facility, please refer back to Attachment A-1. The proposed expansion will impact a total
of 5,347 SF of Neuse River Buffers with 2,428 SF of impacts occurring in Zone 1 (the inner twenty
feet) and 2,919 SF of impacts occurring in Zone 2.
Existing Water Quality Controls
As shown in Attachment B-2, two existing pipes discharge stormwater into the existing creek. One
18-inch pipe collects stormwater from the existing loading dock area, transports it under the building
and outlets. Another 18-inch pipe collects stormwater from the existing parking lot, transports the
water under the nursing building and discharges into the creek. These combined outlets have eroded
a four foot deep gulley at the discharge area. There are no velocity controls at the outlet pipes.
However, downstream approximately seventy feet is an existing outlet structure which controls the
quantity of the stormwater released downstream. This area reduces the velocity of the stormwater
and provides an area of secondary treatment.
Proposed Water Quality Controls
The proposed stormwater collection system will combine the flows from the two stormwater pipes
and transport the collected stormwater to a discharge area protected by a poured concrete retaining
wall. The proposed junction boxes will drop the stormwater vertically three to four feet to reduce
the slope on the pipes and begin to slow the stormwater. The discharge area will be protected with
Class 1 rip rap to prevent erosion and assist in dissipating the velocity of the stormwater. Currently,
the outlet pipes discharge at a ninety degree angle to the existing creek. The proposed discharge
location will allow the stormwater to enter the stream at a much improved angle. The stormwater
outlet structure located downstream will not be modified. Due to limited site availability, there is no
room for any additional stormwater controls. Therefore, the facility proposes to submit a fee to the
Riparian Buffer Restoration Fund to offset the impacts of the proposed building expansion. See
Attachment D for details regarding the proposed fee.
MULKEY INC. 6750 TRYON ROAD CARY. NC 27511 PO Box 33127 RALEIGH. NO 27636 PH: 919.851.191 2 FAx: [phone] W .MULKEYINC.COM

)FN'AIN',S)
REFER TO SHEET ---*'
B-2 FOR PROPOSED
STORMWATER OUTLET

'8° 0U f-=462.1 ===
ZONE 1 NEUSE

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ISTkUQTIQN_ - _ _ - ----- c<
ACCESSJO BE RETAINED
UNPAVED,EMERGENCY'EGRESS_
ZONE 2 NEUSE BUFFER----- -.,
-1 7
-ZONE 1 NEUSE BUFFER
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CENTERLINE. .
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ZONE 1 NEUSE BUFFER IMPACTS: 2,449 SF ZONE 2 NEUSE BUFFER IMPACTS: 3,519 SF
EXISTING PATH ZONE 1 IMPACTS: -21 SF EXISTING PATH ZONE 2 IMPACTS: - 600 SF
NET ZONE 1 NEUSE BUFFER IMPACTS: 2,428 SF NET ZONE 2 NEUSE BUFFER IMPACTS: 2,919 SF
D
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SCALE: 1" = 30'
NEUSE BUFFER IMPACTS
WELLNESS CENTER EXPANSION
GLENAIRE
SHEET NO.
ENGINEERS & CONSULTANTS Ru-1
PG Box 33127 LJ
RALCION, N.C. 27636
(9191 851:1917
(919) 8511918 (FAX)
WWW.MULKEYINC.COM
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ENGINEERS & CONSULTANTS
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[phone]
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MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO BOX 331 27 RALEISH. NC 27636 PH: 91 9-851.191 2 FAX: [phone] WWW.MULKEYMC.COM
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MULKEY INC. 6750 TRYON ROAD CARY, NC 27511 PO Box 33127 RALEIGH, NC 27636 PH: 919-857-1912 FAx: [phone] WWW.MULKEYINC.CDM
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ENGINEERS & CONSULTANTS
Attachment D
Proposed payment to Riparian Buffer Restoration Fund
Due to the lack of available area for treatment of the collected stormwater as described earlier in the
application, Glenaire would like to make a payment to the Riparian Buffer Restoration Fund. The
payment is based on impacts shown in Attachment B-1:
Zone 1 Impacts 2,428.0 SF
Mitigation Factor, 3X 7,284.0 SF
Riparian Buffer Restoration Fund, $0.96/SF $6,992.64
Zone 2 Impacts 2,919.0 SF
Mitigation Factor, 1.5X 4,378.5 SF
Riparian Buffer Restoration Fund, $0.96/SF $4,203.36
TOTAL Payment $11,196.00
MULKEY INC. 6750 TRYON ROAD CARY, NC 2751 1 PO BOX 33127 RALEIGH, NC 27636 PH: 919851.1912 FAX: [phone] Ww .MULKEYINC.COM
i a Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
N Print your name and address on the reverse
so that we can return the card to you.
o Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Glenaire Retirement Community
4000 Glenaire Circle
Cary, NC 27511-3802
DWQ# 04-1854 - Wake
A. Signature
Xi, 0 Agent
O Addressee
B. Received by (Printed Name) C.??tpZ,?
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
? Certified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee)
2. Article Number 7004 1160 0002 2706 6783
(Transfer from service label)
? Yes
PS Form 3811, February 2004 Domestic Return Receipt
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage ? Fees Paid
Permit No. G-10
o Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
U Print your name and address on the reverse
so that we can return the card to you.
a Attach this card to the back of the mailpiece,
or on the front if space permits.
1 1. Article Addressed to:
Glenaire Retirement Community
4000 Glenaire Circle
Cary, NC 27511-3802
DWQ# 04-1854 -Wake
A. Signature
? Agent
X
fn ?i I: ? .l ari=- C
B. Rec'ef ed by (Printed Name) C. Date of Delivery
f -?
D. Is delivery address different from Item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
? Certified Mall ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
i z. fvuciervumoer 7004 11160 0002 2706 7254
(rransfer from service label)
' PS Form 3811, February 2004 Domestic Return Receipt
UNITED STATES POSTAL SERVICE
Postage 8 Fees Paid
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Permit No. G-10
DWQ# Date 1 Z ?? ` Who Reviewed: )
Plan Detail Incomplete
1
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. 4
Please show all wetland impacts including fill slopes.on the site plan. LW, k a??
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage. - - - - -:
? Please locate any planned sewer lines on the site plan. OJ_4 I u,v?e e .
Please provide the location of any proposed stormwater.management practices as required by 8C' `?.?
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted. ;
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. 'Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
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~ ~ ~ 4.UNDERDRAlN SYSTEM SHALL BE PERFORATED SCHEDULE 40 PVC AND SHALL
V \ ~ o k ~ i V \ ~ ~ a~ ~ - _ ~ ~ 1~ A ~ i BE WRAPPED IN A GRAVEL JACKET.
5. SHREDDED HARDWOOD MULCH SHOULC BE UNIFORMLY APPLIED APPROXIMATELY
~ ` ~ ~ ~T i i ~ \ _ 2 TO 3" W DEPTH. MUST BE WELL AGED(STOCKPILED FOR 12 MONTHS), UNIFORM IN COLOR, AND FREE OF FOREIGN MATERIAL.
\ I 6. PLANTING SOILS FOR BK)RETENTION TYPE AREA SHOULD BE SANDY
~ ~ V ~ 4 ~ 2---- \ LOAM OR LOAM TEXTURE WITH )0 TO 25% CLAY AND 35% SAND.
- ~ ~ r'_ ~ \ ~ "464 sro,, 7. SANG SHALL BE FREE OF DELETERIOUS MATERIAL AND ROCKS GREATE THAN 1 DIA.
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~ B. ALL PLANTS TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCK.
- ~ \ ~ 6 9 _ ' q _ ~ \ \ ~ ~ e 6 \ ~ ~ 9. NO SUBSTITUTIONS WITHOUT APPROVAL BY THE ENGINEER & TOWN OF CARY.
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GRASS BUFFER ~ \ _ ' ~ ~ ~r i G4 INV. IN=460.41 ~ ~ ~ r - ~ TO BIORETENTION AREA - - ` \
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PARKING LOT 466.00
GRADE 0 FINISHED 465.5 ,465.50
2 465.33 • 465.33
SEE NCDOT DTL.840.16 OVERFLOW
FOR FRAME & GRATE 466.00 Copyright 2004
PLANTING SOIU 4' MIN PROTECT 4" ORIFICE ' " Calloway Johnson Moore ~ West, P.A.
ORGANIC SOIL INVERT 2 4 OPENING WITH MESH
I 465.50 ORIFICE TRASH PROTECTfON
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RALEIGH, N.C. 27636 ARCHITECTURE~ENGNEERNG~NTER~IROESIGN
1919) 851-1 91 2
[phone] (FAX) WWW.MIJLKEYINC.COM One Salem Tower 119 Brookstown Avenue
Winston-Sa I em. NC 27101 336-724-1503
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r I ; i.~ ~i', ~ rte', ~ i 4.UNDERDRAIN SYSTEM SHALL BE PERFORATED SCHEDULE 40 PVC AND SHALL
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• ~ . . 1 _ _ • • ~ ,
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APPROX,1 ~IIGN) _ ~ i~ "~eyi~~ )~,F1 '1-~_ V 1 }%~;;~'v ~i (1~~ x)`_17 TREE SHALL HAVE SAME RELATION TO GRADE AS IT HAD IN NURSEY
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1 - V ~ ~ S _ , - - _ } f " P TR d d RUBBER HOSES 2/3 U EE ' ~
~ ~`l ' _ ~ ~ ~ , - r8V I S I OnS GUY WIRES W/ TURNBUCKLES Q\- 2 PER TREE
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4" EARTH BERM TO FORM SAUCER E--i
TAMP OR WATER TOPSOIL MIXTURE AT 6 INTERVALS
, l PERF PIPE DRAINAGE IF SHOWN ON PLAN Z
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LOOSEN SUBSOIL AT BOTTOM OF Z EXCAVATION TO 6" MIN. DEPTH -TAMP W
THE OWNERS OF THE PROPERTY AND THEM AGEI THE IJSTALLATION, PRESERVATION AND MAWTENAN AND THEIR AGENTS, HEIRS SHALL BE RESPONSIBLE FOR AND MAWTENANCE OF ALL PLANTINGS AND PHYSICAL ~J
FEATURES SHOWN ON THIS PLAN. THE OWNERS SI MNNTENANCE OF THE VEGETATION TO AJCLUDE B .THE OWi~RS SHALL BE RESPONSWLE FOR ANNUAL TREE PLANTING DE BUT NOT LIMITED T0~ N TO AJCLU
A. FERTILIZATION LAWN FERTILIZE LAWNS TWICE AND AGNN SEPT.1- OCTOEIER 31) ACC ZE LAWNS TWICE PER YEAR (FEBRUARY 15- MARCH 15 K;TOBER 31) ACCORDING TO SOIL TEST. FERTILIZE WARM
SEASON GRASSES ONCE DURING GROW :E DURING GROWING SEASON PER SOIL TEST.
B. PRUNING PRUNING SHALL 8E L1/TEO TO RE6 L1/TED TO REMOVAL OF DEAD W000 OR BRANCHES NOTES PRUNE AND THIN DECIDUOUS SHRUBS ARDS 1. SOIL IrbX - I/3 ORGANIC f -APPROX. 113 OF INITIAL BRANCHES TO Copyright 2004
FOR TREES OR FOR SIGHT DISTANCES SHOULD BE ADHERED TO. T?1E PRUNING SIGHT DISTANCES/SAFTEY REASONS. THE SI~GO STAND MATTER, 2/3 EXIST. SOIL. COMPENSATE FOR LOSS OF ROOTS T0. TFE PRUNING OF SFMiUBS SHALL BE LI~NTED TO THE 2. WIDTH OF PLANT PIT WHILE DIGGING. FOLLOWING PRUNING Ca I I oway Johnson Moore ~ West. P. A.
PRUI~NG NECESSARY TO MANJTAIN THE TO MAWTAIN THE NATURAL SHAPW OF THE PLANT EXCEPT -SANDY SOIL, 24" WIDER PLANT SHALL MEET SPECIFIED SIZE.
FOR SHEARED HEDGES. i. THAN PLANT BALL - CLAY SOIL 12" WIDER 4" MULCH MIN. PER SPECIFICATION
C. PEST CONTROL~PRE-EMERGENT WEED CONTf :NT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY THANPLANT I~iALL 4" EARTH BERM TO FORM SAUCER. RY. CHEMICAL TREATMENT FOR WSECT INFESTATION AND 3. FRE BLONµ. HAS BEEN CON- REMOVE ALL METAL/PLASTIC CONT.
PLANT LIST BE APPLIED IN FEBRUARY. CHEMICAL TRI DISEASE MAY BE APPLIED ANO SHALL E EO ANO SHALL BE SPECIFIC TO THE PROBLEM. P~TED BY EQUIP. CONTACT ~ PRIOR TO PLANTING. SLICE FIBER
TOTAL COMMON NAME PROJ CALIPER ROOT SPACING - " T BEDS. ENGINEER PRIOR TO PLANTWG. ROOTS IN THREE PLACES TO ALLOW BE MpINTNNED AT A DEPTH OF 2 3 IN PLAN 4. FOR CAMELLIAS RHODOS, ROOT GROWTH.
COUNT KEY BOTANICAL NAME HT. D. MULCHING MULCHING SHALL BE MAINTANED I ACER RUBRUM RED MAPLE 40' . 2%z" DI 2g GAL, A S MULCH SHALL BE REAPPLIED EVERY T 2 AR rpPLIED EVERY TWO YEARS. AZALEAS AND LAIIRELS~ LOOSOEN BURL ONABALLEM/ ALLOW Sheet SOIL MD( 2/3 ORGANIC AND ITT REMNN
2 QP QERCUS PHELLOS WILLOW OAK 40' * 2~/2" DI 25 GAL. A S E. MOWING PRIMARY FESCUE LAWNS SHALL BE AWNS SHALL BE MAWTANED AT A HEIGHT OF 3" AND t/3 EXISYWG SOIL. TAMP OR WATER TOPSOIL MIXTURE
BN BETULA NIGRA RIVER BIRCH 25'-45 2%2' DIA 25 GAL. A S SHALL BE MOWED APPROXIMATELY 30 ' 2 tOXIMATELY 30 TIMES PER YEAR. SECONDARY TURF AREAS MAY 5. SHRI~ SHALL BEAR SAME AT 6" INTERVALS. R LATIONSHIP TO GRADE AS I O N E T N TE E R BI AND LESS FREQUENTLY. WARM TURF AREAS MAY BE IT DW PRIOR TO DIGGING.
4-6' 5 GAL. A S BE MNNTAINED HIGFIER AND LESS FREQ 4 BK BERBERIS KOREANA BARBERRY 3 MAINTAINED HIGHER AND LESS FREQUEN LESS FREQUENTLY. WARM SEA50N GRASSES SHALL BE
4 MP MYRICA PENNSYLVANICA BAYBERRY 6'-8' 3' 5 GAL. A S MOWED AS NEEDED DURING THE GROWII 0 MAINTNN THE RECOMMENDED N EASON T P LNG S G T E GROW I N G H NT RIN LA P :S OF TURF GRASS. SHRUB PLANTING DETAIL
OSLER DOGWOOD 8'-10' 3' 5 GAL. A S HEIGHT OF THE SPECIES OF TURF GRA' 4 CS CORNUS STOLONIFERA RED
EDTOP 2'-3' 3' 1 GAL. 12" O.C. F. PLANT PROTECTK)N~ AVON EXCESS INTRUSIO 138 AA AGROSTIS ALGA R :XCESS INTRUSION WTO THE ROOT ZONE AREA Of 'S.
BLUEJOINT 2'-3' 3' 1 GAL. 12" O.C. ESTABLISHED PLANTINGS. 138 AG ANDROPOGAN GERARDI N SYSTEM LS UTILIZED, THE SYSTEM SHALL BE RECOMMENDED
35 DC DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 2'-3' 3' 1 GAL. 12" O.C. G. WATER~IG~ IF ANY RRIGATION SYSTEM IS UT REGULATED TO PROVIDE APPROXIMATE IDE APPROXIMATELY r' OF RAINFALL PER WEEK DURING THE PLANTING SOLS~ f
GROWING SEASON. pH RANGE 5.5-6.5
ORGANIC MATTER 1.5-3.0% dote: March 21, 2005 m
FAILURE TO MAINTNN ALL PLANTNrGS N ACCORD VIOLATION OF THE UNTIED DEVELOPMENT ORDINI 'WGS W ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A MAGNESIUM (Mg)~ 35L8S/ACRE WES. PHOSPHORUS (P20s)~ t00LBS/ACRE :LOPMENT ORDWANCE AND MAY RESULT W F COIf111i SS i on; 04-0030 0
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CALLOW AYJOHNSONM OOREW EST ENGINEERS & CONSULTANTS
PO BDX 331 Z7
RALEIGH N.C. 27636 ARCHITECTURE•ENGNEERNG•NTERDRDESIGN
1919? 851-1912 {91 9) 851.191 8 tFAX)
One Salem Tower 119 8rookstown Avenue WWW.MULKEYINC.COM
Winston-Salem NC 27101 336-724-1503
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~ 6. i . ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ : c BERT I ~ 4:_~~+,~~ , ~ ~ 1 \ ` ~ ~5 N CONTROL PRACTICES SHALL BE IN PLACE b ~ ~ 3. ALL SEDIMENT AND EROSIO
_ i 1 ~ ~ AND THE SLOPES DRNNING TO THE BIORETENTION AREA SHALL BE STABILIZED
BEFORE CONSTRUCTION OF THE BIORETENTION AREA BEGINS.
i ~ 4.UNDERDRNN SYSTEM SHALL BE PERFORATED SCHEDULE 40 PVC AND SHALL
~ ~ ~ , ~ ~1 ~ \ ~ 4 ~ ~ 1 BE WRAPPED IN A GRAVEL JACKET.
~ ~ ~ - r=- - ~ , ~ ~ ~ S. SHREDDED HARDWOOD MULCH SHOULD BE UNIFORMLY APPLIED APPROXIMATELY 2 TO 3" iN DEPTH. MUST BE WELL AGED(STOCKPILED fOR 12 MONTHS),
.r r ~ ~ ~ ~ - - ~ - ~ ~ ~ , ~ i ~ ~ _ UNIFORM IN COLOR, AJJU FREE OF FOREIGN MATERIAL.
~ ~ ~ ~-I ~i i~t>~ i S ~ ~ - _ _ ._w . - - - - 6. PLANTING SOILS FOR BIORETENTION TYPE AREA SHOULD BE SANDY
LOAM OR LOAM TEXTURE WITH 10 TO 25% CLAY AND 35% SAND.
-._f , , ~ ~ - ~ 64--_- ~ - ` 7. SAND SHALL BE FREE OF DELETERIOUS MATERIAL AND ROCKS GREATE THAN P' DIA.
s i ~
B. ALL PLANTS TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCK.
' ~ ~ \ - - - I ~ 6 ~ 9. NO SUBSTITUTIONS WITHOUT APPROVAL BY THE ENGINEER & TOWN OF CARY.
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BERM ~ ~ 4 - ° %I. ~ PARING LOT ~ ' ~ i ~ . ~ ~ ~ ~ ~
1 WIDESANDBED ~ V l 1 \ , f ~ _ _ ~~-<<~-~---~--L~b_ 14 LF, 8 P C ~ ~ r ~ - - _ L ~
TO RECEIVE FLOW ~ 1.Ook . , _ ~-,tt- _ - _ ,
FROM DOWNSPOUTS ~ ~ RQOF INE OF PROPOSED~~~~- ~ 6"PERFORATED I9b~- ~ ~ `5 P= ~ •
5WIDE o ~ ~ ~ ~ - _WEL"LNESS CENTER EXPANSION ~ ~ ~ ~ UFFER PVC ~ 0.5 /o SLOPE , , ( , k ; ~ , - _ \ `
GRASS B / ~ TO BIORETENTION AREA ° t ~NV. IN-460.41 , ; , f,>~r i~~ . ~-rC
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DRAINAGE FROM f~ ~ I
PARKING LOT 466.00 I
ED GRADE 465.50 FINISH ~ 465.50 ' 1
465.33 - 465.33 SEE NCDOT DTL.840.16
OVERFLOW FOR FRAME & GRATE 2004 466.00 Copyr ~ ght
"ORIFICE son Moore 8. West. P. A. PROTECT 4 Calloway John
PLANTING SOIV 4' MIN " MESH k
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CALLOWAYJOHNSONM OOREWEST
ENGINEERS & CONSULTANTS
PD BOX 331 Z7 RALEIGH, N.C. 27636 ARCHITECTURE•ENGNEERNG•NTERDRDESIGN
191 9)851-191 Z
[phone] (FAX1
WWW.MULKEYINC.CDM One Salem Touter 119 Brookstown Avenue
`~,,~nitiui,~~~ Winston-Salem+ NC 27101 336-724-1503
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G - -ter rt i ``,I~'" ~ I , ~ ~ ~ I 1 ! 1. CONTRACTOR TO FIELD VERIFY THE EXISTING PIPE'S
48 RCP ~ I ~ ~ ' ~ ' ~ ~ i C~J V ' INVERTS ANO TIE INVERTS. CONTRACTOR MAY ADJUST INVERTS ! AS NESSARY TO PROMOTE POSITIVE FLOW OUT OF SYSTEM.
L ~R.~ , - ~ i . , '~-~-,~~sf~ t ~ ~ i 2. SLOPES MUST BE STABILIZED BEFORE INSTALLATION OF THE UNDER
~ ~ ~ J ~ ~ ~ . ' DRAIN SYSTEM,
~ r.~~ ~'~N~-fEADWALh'S~, ~ I 3. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE
ri ~ i I 'i F - l i y f ,,i~ V.~; ! AND THE SLOPES DRWNING TO THE BIORETENTION AREA SHALL BE STABILIZED
. ~ t ~ ,j- -~~~i _ ~ \ ~ BEFORE CONSTRUCTION OF THE BIORETENTION AREA BEGINS.
f 1 , ~ . ~ ~ ~ , y- , - ti~ f. ~ ~ 4,UNDERDRAIN SYSTEM SHALL BE PERFORATED SCHEDULE 40 PVC AND SHALL
_ . \ r 1 _ ~ tip' 1 ~ ~ ~t'~ I ~ - } BE WRAPPED IN A GRAVEL JACKET.
r ~ ~ - 1 S, SHREDDED HARDWOOD MULCH SHOULD BE UNIFORMLY APPLIED APPROXIMAIELY _ ~ ~ ' 2 TO 3" IN DEPTH. MUST BE WELL AGED(STOCKPLED FOR 12 MONTHS),
- - w _ ~ ~ _ t.. . ~ , 1 'i ~ \ \ SIC„ UNIFORM IN COLOR, AND FREE OF FOREIGN MATERIAL. ,
1 z ~1 ~ _ ~ , ~ , , . - ~ " ~ 6. PLANTING SOILS FOR BIORETENTION TYPE AREA SHOULD BE SANDY
, - ~ [ is , ~ ~ ~ ~ ~ i ~ ~ LOAM OR LOAM TEXTURE WITH 10 TO 25% CLAY AND 35% SAND,
_ - ~ . - ~ ~ -~s _ - ~ j 7. SAND SHALL BE FREE OF DELETERIOUS MATERIAL AND ROCKS GREATE THi
i _ ~ ~ ~ ~ ~ ~ ~ s ~ ~ ~ 1 , ~ ~ I,
i e ~ _ ~ ~ ~ t~ ~ ~ , , ~ ~ i B. ALL PLANTS TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCH
. ~ ~ - ~ I i ~ i ~ ' ~ ~ - - - - 9. NO SUBSTITUTIONS WITHOUT APPROVAL BY THE ENGINEER & TOWN OF Cf
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- ~ ~ TREE SHALL HAVE SAME RELATION
~ ~ r ~ k' r ~ , _ ~ ~ , CUIrV~HT ~ ~ ~ ° _ _ TO GRADE AS IT HAD IN NURSEY
ADWACLS.~ O - NEVER CUT LEADER ,
~ ~ F ~ d d ~ RUBBER HOSES 2/3 UP TREE
t I _ _ 4~ ",y
_ _ _ - - 1 - GUY WIRES W/ TURNBUCKLES reVISI011S _ c h ~ 2 PER TREE ~ , STAKES - 2 PER TREE
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CS , . AG ~ ~ ~ ` ' ` ~ ROTOTLLED NATIVE SOIL 4 id t>. -
r d__ - - . }r. ~ ~k i~ -~t34'-1i~-_ - AMMENDED AS PER SPECS
a ' ~ - - _ - - _ ~ _ _ ~ , ~ ~,q~,-- ~ , SAUCER AROUND PIT - ,
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r ~ . , ~ , ~ - o ~ - _ ~ - ~ - CUT AND REMOVE BURL - r~ ~ / ~ ~ r- ; j j i I FROM TOP 1/3 OF ROOTBALL ~ -
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4 ~ ~ t~.i...-~ ~ 2 - APPROXIMATELY 1/3 OF WITIAL BRANCHES.
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- r- ~ DOUBLE STRAND - 12 GAUGE GALVANIZED WIRE TWISTED
C _ ~ . ' - (1 3 - 2 X 2 HARDWOOD STAKES PER TREE, (~,J SPREAD 120 DEG. APART
a TREE WRAP FROM GROUND TO FIRST •
i' r ~ BRANCHES - 50% OVERLAP z
MULCH OVER BERM O 4" EARTH BERM TO FORM SAUCER W
- TAMP~OR WATER TOPSOIL MIXTURE
AT 6 INTERVALS U PERF PIPE DRAINAGE
IF SHOWN ON PLAN z
Q ~ 6 MIN. BETWEEN BALL AND BOTTOM OF Q_
EXCAVATION W
LOOSEN SUBS01 A x L T BOTTOM OF Z
EXCAVATION TO 6" MIN. DEPTH -TAMP W
THE OWNERS OF THE RROPERTY AND THEIR AGENT ~JD THEIR AGENTS, HERS SHALL BE RESPONSIBLE FOR
THE INSTALLATION, P?ESERVATION AND MAWTENANCI AND MAINTENANCE OF ALL PLANTINGS AND PHYSICAL
FEATURES SHOWN ON THIS PLAN, THE OWNERS SHA MAWTENANCE OF THE VEGETATION TO INCLUDE BUl 'HE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL TREE PLANT) W TO INCLUDE BUT NOT L~IITED T0~ NG
A. FERfiiLIZATION~ LAWN FERTILIZE LAWNS TWICE I AND AGAIN SEPT.1-OCTOBER 31f ACC01 :LAWNS TWICE PER YEAR (FEBRUARY 15- MARCH 15 TOBER 31f ACCORDNJG TO SOIL TEST. FERTILIZE WARM
SEASON GRASSES ONCE DURNG GROWINI DURNG GROWING SEASON PER SOIL TEST.
B. PRUNING PRUNING SHALL ~ LYTEO TO RENO' .YTEO TO REMOVAL OF DEAD W000 OR BRANCHES NOTES PRUNE AND THIN DECIDUOUS SHRUBS
FOR TREES OR FOR SIGHT DISTANCES/S SHOULD 8E ADHERED TO. THE PRUNING I SIT DISTANCES/SAFTEY REASONS. THE SHIGO STANDARDS 1. SOIL MIX - i/3 ORGANIC ~-APPROX.1/3 OF INITIAL BRANCHES TO THE PRUNING OF SHRUBS SHALL BE LIMITED TO THE MATTER, 2/3 EXIST. SOIL. COMPENSATE FOR LOSS OF ROOTS Copyright 2004
PRUNgVG NECESSARY TO MAMITAIN THE I MAMITAIN THE NATURAL SHAPW OF THE PLANT EXCEPT 2. WSDTH OF PLANT PIT WHILE DIGGING. FOLLOWING PRUNING COI I OWO Johnson Moore $ West+ P.A. ANDY SOIL, 24 WIDER PLANT SHALL MEET SPECIFIED SIZE. y
FOR SHEARED HEDGES. THAN PLANT BALL - CLAY SOIL 12" WIDER 4" MULCH MIN. PER SPECIFICATION
PLANT LIST C. PEST CONTROL PRE-EMERGENT WEED CONTROI BE APPLIED N FEBRUARY. CHEMICAL TREA T WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY THANPLANT BALL 4„ CHEMICAL TREATMENT FOR INSECT INFESTATION AND 3. FOR PLANTNJG AREAS EARTH BERM TO FORM SAUCER.
TOTAL KEY BOTANICAL NAME COMMON NAME PROJ CALIPER ROOT SPACING DISEASE MAY BE APPLIED AND SHALL BE I AND SHALL BE SPECIFX: TO THE PROBLEM. PACTED BY ~Ip BEN CON- REMOVE ALL METAL/PLASTIC CONT.
COUNT HT. QU ONTACT ~ PRIOR TO PLANTING. SLICE FIBER MAINTAINED AT A DEPTH OF 2-3" IN PLANT BEDS. ENGNIEER PRIOR TO PLANTING. ROOTS IN THREE PLACES TO ALLOW
2 AR ACER RUBRUM RED MAPLE 40' ~ 2~/z~~ DI 25 GAL. A S D. MULCHING MULCFpNG SHALL BE MAINTNNED AT WI OW OAK i MULCH SHALL BE REAPPLED EVERY TWI 2 QP QERCUS PHELLOS LL 40 2/p DI 25 GAL. A S 'LIED EVERY TWO YEARS. 4. FOR CAMELLIAS RHOD05, ROOT GROWTH. AZALEAS AND LAl(RELSt LOOSEN BURLAP AT STEM/ ALLOW
2 8N BETULA NIGRA RIVER BIRCH 25'-45 2%z' DIA 25 GAL. A S E. MOWING PRNIARY FESCUE LAWNS SHALL BE MI SOIL MIX 2/3 ORGANIC AND IT TO REMAIN ON BALL. Sheet INS SHALL BE MNNTAINED AT A HEIGHT OF 3" AND 1/3 EXISTING SOIL.
4 BERBERIS KOREANA BARBERRY 4-6' 5 GAL. SHALL BE MOWED APPROXIMATELY 30 TIh BK 3 A S BE WWTAINED HIGHER AND LESS FREQUE XIMATELY 30 TIMES PER YEAR. SECONDARY TURF AREAS MAY 5. SHRUB SHALL BEAR SAME TAMP OR WATER TOPSOIL MIXTURE VD LESS FREQUENTLY. WARM TURF AREAS MAY BE RELATIONSHIP TO GRADE AS AT 6" INTERVALS.
4 MP MYRICA PENNSYLVANICA BAYBERRY 6'-B' 3' S GAL. A S MAEITAINED HKK;IIER MID LESS FREQUENTL u IT DID PRIOR To olccwG. BIORETENTION LESS FREQ ENTLY,WARM SEASON GRASSES SHALL BE
~ MOWED AS NEEDED DURNG THE GROWING 4 CS CORNUS STOLONIFERA RED OSLER DOGWOOD 8 10 3 5 GAL. A S HEIGHT OF THE SPECES OF TURF GRASS, JG THE GROWING SEASON TO MAINTNN THE RECOMMENDED OF TURF GRASS. PLANTING PLAN
138 AA AGROSTIS ALBA REDTOP 2'-3' 3' 1 GAI-. 12" O.C. F. PLANT PROTECTION AVOD EXCESS MITRUSION SHRUB PLANTING DETAIL HESS MITRUSION INTO THE ROOT ZONE AREA OF
138 AG ANDROPOGAN GERARDI BLUEJOINT 2'-3' 3' 1 GAL. 12" O.C. ESTABLISHED PLAWTIIGS.
35 DC DESCHAMPSIA CAESPITOSA TUFTED HNRGRASS 2'-3' 3' 1 GAL. 12" O.C. G. WATERNG~ IF ANY RRIGATION SYSTEIA IS UTILG SYSTEM IS UTILIZED, THE SYSTEM SHALL BE RECOMMENDED
REGULATED TO PROVIDE APPROXMIATELY APPROXMIATELY 1 OF RAMJFALL PER WEEK DURING THE PLANTING SOILS
GROWING SEASON.
PH RANGE: 5.5-6.5 a
FAILURE TO MAINTAIN ALL PLANTINGS N ACCORDANT ;S N ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A ORGANIC MATTER 1.5-3.01
VIOLATION OF THE UNIFED DEVELOPMENT ORDINANC PI~ENT ORDINANCE AND MAY RESULT IN FINES. N~~ (M fdg> 35LBS/ACRE date: March 21, 2005 m PHOSPHORUS (P20s): t00LBS/ACRE N
POTASSIUM (K20): 85LBS/ACRE CommlSSlon:04-0030 a m SOLUBLE SALTS: NOT TO EXCEED 500 ppm °
drawn by:CW/RF/WS
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CALLOW AYJOHNSONMOOREWEST
j ENGINEERS & CONSULTANTS
PO Box 331 Z7
' RALEIGH N.C. 27636 ARCHITECTURE~ENGNEERNG~NTERIORDES~N
[phone]
(91 91 851-1 91 8 (FAX}
W.MULKEYINC.COM One Salem Tower 119 Brookstown Avenue WW
-Salem, NC 27101 336-724-1503 ~~uuuu~,, Winston
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APPRO HWEST NORT
PROPOSED WELD ED WELLNESS CENTER EXPANSION. TOWN OF CARY
~e. a , ALL WATER ANDS. ING PARK CORNER ER AND SANITARY SEWER SERVICES
f ~ I~ a::~ ' ' Approved by Dole TS R VMEN IMP 0
TO BE PROVIDED I ~OVIDED FROM EXISTING BUILDING. , a; - ( Planning Dale
EXPANSION WILL E ION WILL BE CONNECTED INTO THE , ; ;
~~~`~~F~~°~-- COMPLEX'S EXIST ~ Engineering Dafe X S EXISTING SPRINKLER SYSTEM.
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3a date: October 20.2004 a sa
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ENGINEERS & CONSULT CALLOWAYJOHNSONMOOREWEST A NT8
PO BDX 33127 ~
RALEIGH N.C. 27636 I {919} BS1-1912 ARCHITEGTURE~ENGNEERNG~NTERDRDESIGN
(91 9) 851-1 91 8 (FAX}
WWW.MULKEYINC.COM One Salem Tower 119 Brookstown Avenue
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1. CONTRACTOR TO FIELD VERIFY THE EXISTING PIPE'S I
1 ~ \ ~ ~ ! ~ 1 ~ ~ \ f i ~ ~ I+ I _ ~ ~ 1 ~ " ~ ~ \ ~ I~ y! 1 I s r°~ milli f I INVERTS AND TIE INVERTS. CONTRACTOR MAY ADJUST INVERTS AS NESSARY TO PROMOTE POSITIVE FLOW OUT OF SYSTEM. ,
1~ ~ \ ~ ~ ~ ~ ~ I l 2. SLOPES MUST BE STABILIZED BEFORE INSTALLATION OF THE UNDER
' / 1 ~ DRAIN SYSTEM.
t , - ~ ~ - ~ ~ 3. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHAL ~ ~ L BE IN PLACE
AND THE SLOPES DRWNING TO THE BIORETENTION AREA SHALL BE STABILIZED
BEFORE CONSTRUCTION OF THE BIORETENTION AREA BEGINS.
4.UNDERORAIN SYSTEM SHALL BE PERFORATED SCHEDULE 40 PVC AND SHALL BE WRAPPED IN A GRAVEL JACKET.
i
S. SHREDDED HARDWOOD MULCH SHOULD BE UNIFORMLY APPLIED APPROXIMATELY 2 TO 3 IN DEPTH. MUST BE WELL AGEDfSTOCKPILED FOR 12 MONTHS?,
i ~ UNIFORM IN COLOR, AND FREE OF FOREIGN MATERIAL.
. _ ~ I fi, PLANTING SOILS FOR BIORETENTION TYPE AREA SHOULD 8E SANDY
/ ~ '~7 ~ ~ A~ '464--_ LOAM OR LOAM TEXTURE WITH 10 TO 25% CLAY AND 35% SAND.
~ _ _ F'. ~ ~"6,~ 7. SAND SHALL 8E FREE OF DELETERIOUS MATERIAL AND ROCKS CREATE THAN 1" DIA. r
~ 8. ALL PLANTS TO COMPLY WITH
AMERICAN STANDARD FOR NURSERY STOCK.
9. NO SUBSTITUTIONS WITHOUT APPROVAL BY Tt~~ ENGINEER & TOWN OF CARY. \
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AREA EXISTING STORM ~ . ~ _ AOWALtS~ ~ c \ ~ DRAINAGE FROM ~ ~ - r, ` ~ , - - = ' 1 ~ BERM ~ /1 - yet ~ ~ ; ~ \ ~ ~ ~ V
PARKING LOT \ _ - ~ ,
1 WIDE SAND BED ~ \ ~ c ;fir.=.~_~ ? ~~4 r..,~`` - , TO RE E 14 ~F, 8 PVC ~ r ~ ' ~ ~ ~ \ ~
FROM DOWNSPOUTS ~ ~A c~ ~ , o ~j ~ , . ~ _ _ ` ~ ~ f \ ~ _ ~ ~
f.° PERFORATED I~b_ _ - ~t ~ , - ROOFI:INE OF PROPOSED''-- , ~ ~ 5 WIDE ~ ~ ~ ro ~ \
GRASS BUFFER PVC ~ O.a/o SLOPE _ ~ I __,,WELLNESS CENTER EXPANSION _ ~ ~ _ INV. IN=460.41 - ~ ~ ~ ~ ~ } ; ~v
I ti , , ~ TO BIORETENTI ~ - t s'.- ON AREA ~ ~
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T _ - ~ . ~ I ~ ~ _a. / , _ 2005
_ _ - ( ` (B~ IN=460.27 ~ ~ ~ ~ ~ warER QuaurY f AND SiOR
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EXISTING STORM ' I PLANTS OUTSIDE DIMENSIONS 4' X 3'
DRAINAGE FROM t~ PARKING LOT 466.00 (SEE NCDOT DTL.840.14)
W I
FINISHED GRADE 465.50 s ~ I I
465.33 i
OVE SEE NCDOT D f RFLOW TL. 840.16 ' R
466.00 FOR FRAME & GRATE
PLANTING SOIV , . n C ri ht 2004 ' PROTECT 4 ORIFICE oPy 9
ORGANIC SOIL 4 MIN INVER - 0 Calloway Johnson Moore 8. West, P.A. T 2 4 PENING WITH MESH
; 465.50 ORIFICE TRASH PROTECTION F
461.33 n
SAND 1' MIN 6 PERF. PVC
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GEOTEXTILE FABRIC 6" PERFORATED ' ~ ~ ' • •--•••flUTLET PIPE . BIO I RET . n ENTI ON
PVC @ 46G,41 INVERT . , 8 PVC f 460,41
AE RA T BI RET ENTI N FR 0 PR P ED B IL DIN 9 94 F SIT EP L A N INVERT
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~ SECTION 2a ,
OF BIORETENTION LAYERS PERFORATED RISER 20' ~
FOR BIORETENTION
RE UI R ED A RA E F 0 RB 10 R TENT I ON 631 S F
Q date: March 21, 2005 ,
PROV IDE DAR EA F OR BI ORE TE NTI N 0 675 SF s
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ENGINEERS & CON5ULTANTS
M I PO BoX 331 Z7
r n RALEIGH N.C. 27636 ARCHfTECTURE•ENGNEERNG•NT R
(91 9) 851-1 9 1 2 E qR DESIGN
[phone] (FAX)
WWW.MULKEYINC.COM One Salem Tower 119 8rookstown Avenue
~~~,~iuuui,,~~ Winston-Salem, NC 27101 336-724-1503
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L~~ f . ~ I ' , ~ 1.C ` ONTRACTOR TO FIELD VERIFY THE EXISTING PIPE'S INVERTS AND TIE INVERTS. CONTRACTOR MAY ADJUST INVERTS
_ LV~RT~ r ~.i ~ AS NESSARY TO PROMOTE POSITIVE FLOW OUT OF SYSTEM.
_ 1 ~ -'~;c, - ~ 2. SLOPES MUST BE STABILIZED BEFORE NSTALLATfON OF THE UNDER
~ , \ , + ~ _ - ~ _ _ V GRAIN SYS TEM.
s"" i J'j ~ "C ~ ~ 3. All SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE N PLACE
~ ~ AND THE SLOPES DRAINING TO THE BIORETENTION AREA SHALL BE STAB~IZEO BEFORE CONSTRUCTION OF THE BIORETENTION AREA BEGINS.
-.y ~ - - a ~ , , / r' - i , \ ~ \ I _ ~ ~ ~ , I...
, i 4.UNDERDRAIN SYSTEM SHALL BE PERFORATED SCHEDULE 40 PVC AND SHALL ~ BE WRAPPED IN A GRAVEL JACKET.
i ~ ~ ~ _ y I I r' - ~ `FJ i c. .1-F~ ~ 1 - A ~ ~ I 5. SHREDDED HARDWOOD MULCH SHOULD BE UNIFORMLY APPLED APPROX
r / ~ l A ~ { ~ ~ _ _ IMATELY _ _ ~ 2 TO 3" IN DEPTH. MUST BE WELL AGED(STOCKPILED FOR 12 MONTHS),
1 - - ~ . ~ - ` _ UNIFORM IN COLOR, AND FREE OF FOREIGN MATERIAL. `+b=E- - _
- 6. PLANTING SOILS FOR BIORETENTK)N TYPE AREA SHOULD BE SANDY - LOAM OR LOAM TEXTURE WITH K) TO 25% CLAY AND 35% SAND.
. - - ~ ~ -
t L. ' ~ ' ~ " ' . 7. SAND SHALL BE FREE OF DELETERIOUS MATERIAL AND ROCKS GREATE THAN 1" DIA. _
! ~ - ~ S. AL P ~ \ L LANTS TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCK.
- _ - ~ ~ ; - , 9. NO SUBSTITUTK)NS WITHOUT APPROVAL BY THE ENGINEER & TOWN OF GARY.
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~ . ~ ,I ~ SIP IAA iTb ' r, i
_ r~ ~ , I r~}~QINAr 1NAy t,4~, ~'1
HE (AINING ~ ~ ~ ' ENV=.. ~ , ~ _ - - /
(A FRJX.1 HIGH) 5 ~ ~ ~,~~1,, ~ , -~r- 111~.,~` ~
~ 4$ ~E~~ u C v l ; ~ ~ TREE SHALL HAVE SAME RELATION
CULV~~~_ : ~ _ - TO GRADE AS IT HAD IN NURSEY O ~ ~ \ NEV R
A~WAtLS- ~ ~-r~ ~ ~ - E CUT LEADER
~ L - x~~v , , ~ - ~ - - RUBBER HOSES 2/3 UP TREE ,d ~ G
,ate , y _x _ I; - - ~ d ~ ~ ~ ' GUY WIRES W/ TURNBUCKLES rBVISIOnS
4 ~ _ ,n_ , . 4 ~ ~ 2 PER TREE
I ~ ~ , J - - 1 1 , _ _ _ ~ ~a 2 MP 46~ _ . - - STAKES - 2 PER TREE „ A - 3 MULCH '
AG - L, ~ ~ vf. A ~ ~ ~ ~ 1 . _ '
4 ~ I~ - 114 xt_tT-'-_....,.-., ~ `y'' ' = ~ `t = ~ -'t F~ ROTOTILLED NATIVE SOIL ~G ; AMMENDED AS PER SPECS 4 ~
`~/1~/~,, ~.7Sf = ~ f' t ,i
_ -a 1r r i - - _ _ SAUCER AROUI~ PIT + r w,
- '~'i - - ~ ~ 1 F
r- 1 ~ / ~ - - CUT AND REMOVE BURL
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1 - ~,I, ,-,I r~ c-; 4 - 1~ ,,,i~_-~ _ ~ ~ I ~ 2 , , ~ . . ' ' PRUNE AND THIN DECIDUOUS TREES APPROXIMAT~;.Y 1/3 OF WITIAL BRANCHES.
AA ~~~J BK
GARDEN HOSE, %Z" DIA MIN.
DOUBLE STRAND - 12 GAUGE GALVANIZED
r . ~ r ~ ~ . ~ ; WIRE TWISTED 3 - 2 X 2 HARDWOOD STAKES PER TREE
~r- SPREAD 120 DEG. APART
a THE ~ E WRAP FROM GROUND TO FIRST BRANCHES - 50% OVERLAP z
3" MULCH OVER BERM
_ 4" EARTH BERM TO FORMS AUGER W
- - TAMP OR WATER TOPSOIL iWXTURE F---i AT 6" INTERVALS tJ
- ~ ERF PIPE DRAINAGE U~
IF SHOWN ON PLAN . ~ z

- - Q • ~ 6" MIN. BETWEEN BALL AND BOTTOM OF
EXCAVATION W
LOOSEN SUBSOIL AT BOTTOM OF ~G EXCAVATION TO 6" MIN. DEPTH -TAMP Z
W
THE OWNERS OF THE PROPERTY AND THEIR At THE MISTALLATION, PRESERVATION AND MAINTEN fY AND THEIR AGENTS, HEIRS SHALL BE RESPONSIBLE FOR ON AND MAINTENANCE OF ALL PLANTINGS AND PHYSICAL
FEATURES SHOWN ON THIS PLAN. THE OWNERS MI. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL
MAINTENANCE OF THE VEGETATION TO INCLUDE 'ION TO INCLUDE BUT NOT LIMITED T0: TREE PLANTING W
A FERTILIZATION LAWN FERTILIZE LAWNS TWI ILIZE LAWNS TWICE PER YEAR (FEBRUARY 15- MARCH 15
AND AGAIN SEPT.1-OCTOBER 31) A~ SEASON GRASSES ONCE DURING GR( OCTOBER 31) ACCORDING TO SOIL TEST. FERTILIZE WARM MICE DURING GROWING SEASON PER SOIL TEST.
B. PRUNING PRUNING SHALL BE LIMITED TO R 3E LI~NTED TO REMOVAL OF DEAD WOOD OR BRANCHES NOTES: P
FOR TREES OR FOR SIGHT DISTANCI ,SIGHT DISTANCES/SAFTEY REASONS. THE SHIGO STANDARDS 1. SOIL MIX - 1/3 ORGANIC ~-~PRD THIN DECIDUOUS SHRUBS
SHOULD BE ADHERED TO. THE PRUNI~ PRUNING NECESSARY TO MAINTAIN T D TO. THE PRUNING OF SHRUBS SHALL BE LIMITED TO THE MATTER, 2/3 EXIST. SOIL. X.1/3 OF INITIAL BRANCHES TO 2. WIDTH OF PLANT PIT COMPENSATE FOR LOSS OF ROOTS Copyright 2004 f TO MAINTAIN THE NATURAL SHAPW OF THE PLANT EXCEPT -SANDY SOI WHILE DIGGING. FOLLOWING PRUNING
' FOR SHEARED HEDGES. ES. L, 24 WIDER PLANT SHALL MEET SPECIFIED SIZE. COI IOWOy JOhnSOf1 MOOre 8, WBSt~ P. A. THAN PLANT BALL
PLANT LIST sr C. PE CONTROL'PRE-EMERGENT WEED CON - CLAY SOIL 12" WIDER GENT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY THANPLANT BALL 4" MULCH MIN. PER SPECIFICATION
BE APPLIED IN FEBRUARY. CHEMICAL 1 TOTAL KEY BOTANICAL NAME COMMON NAME PROD CALIPER ROOT SPACING .DISEASE MAY BE APPLIED AND IARY. CHEMICAL TREATMENT FOR NSECT INFESTATION AND 3. FOR PLANTING AREAS 4" EARTH BERM TO FORM SAUCER. 'LIFO AND SHALL BE SPECIFIC TO THE PROBLEM. WHERE SOIL HAS BEEN CON- REMOVE ALL METAL/PLASTIC CONT.
COUNT HT SHALL 2 AR ACER RUBRUM RED MAPLE 40' ~ 2%2° DI 25 A S D. MULCFNG• FILCHING SHALL BE MAINTAINED PACTED BY EQUIP. CONTACT PRIOR TO .PLANTING. SLICE FIBER
GAL. MULCH SHALL BE REAPPLIED EVERY 2 QP QERCUS PHELLOS WILLOW OAK 40' ~ 2%p" DI 25 GAL. A S L BE MA1NTAlNED AT A DEPTH OF 2-3" IN PLANT BEDS. ENGINEER PRIOR TO PLANTING. ROOTS IN THREE PLACES TO ALLOW :APPLIED EVERY TWO YEARS. 4. FOR CAMELLIAS RHOD05, ROOT GROWTH.
2 BN BETULA NIGRA RIVER BIRCH 25'-45 2~ " DIA 25 GAL. E. MOWING PRIMARY FE AZALEAS AND LAt1RELS~ LOOSEN BURLAP AT STEM/ ALLOW
~2 A S SCUE LAWNS SHALL BI 4 BK BERBERIS KOREANA BARBERRY 4-6' 3' S GAL. A S SHALL BE MOWED APPROXIMATELY 30 LAWNS SHALL BE MAINTAINED AT A HEIGHT OF 3" AND SOIL MIX 2/3 ORGANIC AND IT TO REMAIN ON BALL. Sheet PROXIMATELY 30 TIMES PER YEAR. SECONDARY TURF AREAS A 1/3 EXISTING SOIL. M Y 5. SHRUB SHALL BEAR SAME TAMPu OR WP,TER TOPSOIL MIXTURE
BE MANTAINED HIGHER ANO LESS FRE 4 MP MYRICA PENNSYLVANICA BAYBERRY 6'-8' 3' S GAL. A S MAgJTA~JED HIGHER ANO LESS FREQUE R ANO LESS FREQUENTLY. WARM TURF AREAS MAY BE RELATIONSHIP TO GRADE AS AT 6 INTERVALS. ND LESS FREQUENTLY. WARM SEASON GRASSES SHALL BE IT DID PRIOR TO DIGGING. B I O R E
4 CS CORNUS STOLONIFERA RED OSLER DOGWOOD B'-10' 3' 5 GAL. A S MOWED AS NEEDED DURING THE GRO4 TENTIO N TURING THE GROWING SEASON TO MAINTAIN THE RECOMMENDED
HEIGHT OF THE SPECIES OF TURF GR 138 AA AGROSTIS ALGA REDTOP 2'-3' 3' 1 GAL• 12" O.C. 'IFS OF TURF GRASS. SHRUB PLAN PLANT TING ING D T PLAN E AIL
138 AG ANDROPOGAN GERARDI BLUEJOINT 2'-3' 3' 1 GAL. 12" O.C. F. PLANT PROTECTION AVOID EXCESS INTRUST ESTABLISHED PLANTINGS. E USION INTO THE ROOT ZONE AREA OF IGS.
35 DC DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 2'-3' 3' 1 GAL. 12" O.C.
G. WATERNIG IF ANY RRIGATION SYSTEM IS U REGULATED TO PROVIDE APPROXIMAI ON SYSTEM IS UTILIZED, THE SYSTEM SHALL BE RECOMMENDED VIDE APPROXIMATELY t" OF RAINFALL PER WEEK DURING THE PLANTING SOLS:
GROWING SEASON.
y FAILURE TO MAINTAN ALL PLANTINGS IN ACCORI pH RANGE: 5.5-8.5 ~
VIOLATION OF THE UNIFIED DEVELOPMENT ORDIN ORGANIC MATTER: 1.5-3.0% a ITINGS IN ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A MAGNESIUM (M 35LBS/ACRE ELOPMENT ORDINANCE AND MAY RESULT IN FINES. PHOSPHORUS (P20s): 100E dote: March 21, 2005 m
BS/ACRE N POTASSIUM (K201: 85LBS/ACRE COfIn11 SS 10n: 04-0030
SOLUBLE SALTS: NOT TO EXCEED 500 ppm o
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