20050578 Ver 1_Application_20050406

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ENGINEERING CONSULTING SERVICES, LTD. n ,.:'r- ,; ;
Geotechnical • Construction Materials • Environmental
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D 1 , tJL! i,}
Apri14, 2005
Ms. Cyndi Karoly
North Carolina Division of Water Quality ; , _, . _ : ~ j ,j
2321 Crabtree Boulevard
Suite 250 _
Raleigh, North Carolina 27604-2260
Reference: Request for 401 Water Quality Certification
Pennybyrn at Maryfield ~~~ .~~ ~ ~~ ~ , _ ---
1315 Greensboro Road ~ ~ `~~~~~'
Guilford County, High Point, North Carolina - -.
ECS Project G-10515
Dear Ms. Karoly:
Enclosed please find the permit application prepared on behalf of Pennybyrn at Maryfield. The
purpose of this application is to request a 401 Water Quality Certification to authorize impacts to
506 linear feet of an unnamed tributary to the Deep River/High Point Lake. The impacts are
described in this letter and in the attached permit application.
Pennybyrn at Maryfield is expanding their High Point campus with the construction of an
Independent Living & Community Center and associated parking lots and roadways. An
unnamed tributary to the Deep River originates at a spring house on the site and flows to the
north, northwest toward High Point Lal:e. Wetlands and streams were delineated at the site by
Timmons in 2001. Representatives of the U.S. Anny Corps of Engineers (Action ID:
200120668) and the North Carolina Division of Water Quality (NCDWQ) have visited the site
and determined that the stream has important aquatic function and that impacts to it will require
mitigation.
Approximately 506 linear feet of stream channel will be impacted by this development. The
stream will relocated in a pipe and discharged into the proposed stonnwater management system.
Impacts to the stream have been reduced with the use of 3:1 side slopes and the proposed
construction of an underground parking garage. Mitigation is proposed by payment to the NC
EEP at a 1:1.5 ratio. A letter from the NC EEP indicating their willingness to mitigate the stream
impacts associated with this project is included with this application.
Thank you in advance for your timely consideration of this matter. Please contact me at (336)
856-7150 if you Dave questions or require additional information.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
/~1~,~
entse M. Poulos, LSS
Principal Scientist
Attachments: Application for Department of the Anny Permit
$475.00 401 Water Quality Certification Fee
6909 International Drive, Suite 103 • Greensboro, NC 27109 • [phone], • Fax [phone]

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT ~ ~ U : ~'• I OMB APPROVAL NO. 0710-0003
/33 CFR325/ Expires December 31, 2004 `
The Public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needei
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
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no person shall be subject to any penalty for failing to comply with a collection of information if ii does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer havinc
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection ,Research and
Sanctuaries Act, Section 103, 33 USC 1413. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a pern
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
1. APPLICATION N0. 12. FIELD OFFICE CODE 13. DATE RECEIVED I COMPLETED PLCATION
//TE/LIS BELOW TO BE F/LLED BY APPL/CANT)
5. APPLICANT'S NAME
SisTF ,2 Gv~~~ f/%:v'~vF <;Y 8. AUTHORIZED AGENT'S NAME AND TITLE /en event is nor /eouired/
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a. Residence a. Residence
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11 . STATEMENT OF AUTHORIZATION
I hereby authorize, ~~ Ul r:~ ~i1 . /Jr"+r 'lC~'"% to act in my behalf as my agent in the processing of this applicatio
upon request, supplemental information in support of this permit application.

D.j
'S SIGNATURE ~ DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE /see lnsriucrlons/
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13. NAME OF WATERBO/~DY, IF KNOWN /7a ~cae/e/ ~llll=l~ 14. PROJECT STREET ADDRESS /i/app/icab/e/
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15. LOCATION OF PROJECT
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COUNTY / STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, Isee ins/iuelinns/
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17. DI ECTIONS TO THE SITE F~Ci1~ C~-!"r"=4~`-~/l•~~~G? lOt=-.Sj' 4~'•" ~~F_r,(=C~~f~~ /j-(11=7Vt)r: ~ CC~UT ~l
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Block 18. Nature of Activity
Description ofhnnacts
Pennybyrn at Maryfield is expanding their High Point campus with the construction of an
Independent Living & Community Center and associated parking lots and roadways. An
unnamed tributary to the Deep River originates at a spring house on the site and flows to the
north, northwest toward High Point Lake. The site is located at 1315 Greensboro Road in High
Point and is being evaluated for development with an assisted living facility. The site is located
adjacent to High Point Lake in the Randleman Lake Watershed. Wetlands and streams were
delineated at the site by Timmons in 2001. Representatives of the U.S. Anny Corps of Engineers
(Action ID: 200120668) and the North Carolina Division of Water Quality (NCDWQ) have
visited the site and deterniined that the stream has important aquatic function and that impacts to
it will require mitigation.
Approximately 506 linear feet of stream channel will be impacted by this development. The
stream will relocated in a pipe and discharged into the proposed stonmwater management system.
The relocated stream and stonnwater management system are illustrated on Figure 6 of 6. The
stream channel will then be filled by the controlled placement of structural fill. The structural fill
will be obtained from cut areas of the project. The fill will be placed using grading equipment
including pans, bulldozers, dump trucks and backhoes. Some areas may be bridged with the
placement of four foot deep lifts as recommended by the Owner's geoteclu~ical engineer.
Otherwise, fill will be placed in eight inch lifts and compacted to a minimum 95% density. The
low end of the stream and the wetlands near the lake will be protected by sedimentation fencing,
diversion ditches and sediment traps.
Approximately 66 linear feet of stream' will be impacted by the construction of the Independent
Living & Community Center. The east wing of the Independent Living and Community Center is
approximately 65 feet wide where it crosses the stream. The east wing of the Independent Living
& Community Center will be approximately 24 feet above the elevation of the stream channel.
Approximately 220 linear feet of stream chaimel will be impacted by parking lots and access
drives. The parking lots and access drives will be placed on approximately 9 to 18 feet of
structural fill. Approximately 220 linear feet of stream will be impacted by fill slopes and yard
areas.
Stornnvater ManaQenrent
The stream will be relocated by piping the flow into the proposed stonnwater system. This
system will carry the flow northwest around the Independent Living & Community Center
building. The stonnwater system will discharge into a stormwater management pond, which
meets the City of High Point's stonnwater management requirements. The pond will be located
on the west side of the Independent Living & Community Center building.
Site = 70.19 Acres
Existing Built Upon Area = 9.14 Acres
Proposed Built Upon Area = 11.46 Acres
Total Site Built Upon Area = 20.60 Acres
Impervious Area Percentage = 29.3%
All of the proposed built upon area will be routed through the stonnwater management pond;
additionally, portions of the existing built upon area will be routed through the stonnwater pond.

Block 18. Nature of Activity (p.2)
The pond has a surface area of 19,200 square feet or 0.44 acres with a maximum depth of 12 feet.
A total of 23.40 acres shall be treated by storntwater management.
Avoidance and A1i»imi~ation
The Independent Living & Community Center building vas originally to be located on the
northwest side of the site on a peninsula that projects into City Lake. This area was above the
100 year flood plain and offered wonderful views of the lake. The cut and fill required to build
the building almost balanced within the northwest portion of the site. However, a perennial
stream is located on this part of the site. The perennial stream flows from off-site on the
southwest side to the lake on the west side going northeast across the peninsula. This would have
required filling approximately 800 feet of perennial stream. This part of the site is now
designated as open space to protect the stream and surrounding area.
The Independent Living & Community Center building was then located approximately in its
current position on the site. This requires filling 506 linear feet of stream channel. Tltis stream
originates at a spring on-site and is approximately 800 feet long. In order to avoid additional
impacts to the stream, fill slopes were increased to 3:1 instead of the original 5:1. The 5:1 slope
was preferred to create paths near the lake and also takes into account the ability of the senior
citizens to negotiate around the grounds: A lower level was added to the building to decrease the
amount of fill and the fill slopes around the building. An underground parking deck was also
added to reduce the size of the parking lot and to slide the building south and away from City
Lake.
It is also important to note that Maryfield has owned this land since 1947. The land was not
purchased to build new facilities. Land has been purchased around Maryfield in order to add
assisted living cottages. However, the stream being disturbed is located on the original property.
Also, there were once a few buildings located at the head of spring and along the first 50 feet of
stream channel. The stream was routed thru manmade channels in these areas and piped for
crossing. This length is included in the X06 linear feet of stream channel affected by the project.
MIhQa1101t
In order to mitigate for the proposed impact to 506 linear feet of stream channel, the applicant
proposes payment to the NC EEP on a 1:1.5 basis. A letter from the NC EEP indicating their
acceptance of the mitigation requirements of the project is included with this application.

Blocl{ 19. Proposed Project Purpose
Pennybyrn at Maryfeld was founded in 1947 as a nonprofit corporation to provide housing and
long teen care for the elderly. It currently operates a continuing care retirement community
(CCRC) on its 71 acre campus in High Point. The facility includes 115 nursing beds, 10 homes
for the aged beds, 29 independent living (single family) housing units and a convent that houses
members of the sponsor congregation.
Recognizing the challenges of contemporary care-giving at its aging campus and the tlu-eats of
new competition, the non profit corporation completed a strategic plan. The plan confirmed that
the long term viability of the campus was threatened in the absence of proving a more robust,
contemporary continuum of care and updating existing facilities and services to better serve
current and prospective residents.
The Owner undertook a comprehensive market study 'and hired a development team. The
resulting expansion and renovation program will include the construction of 131 new independent
living apartments, 18 additional single family cottages, a community center, dining facilities,
business and recreational facilities and a reconfiguration, expansion and renovation of the
existing Health Care Center which houses assisted living, dementia and skilled nursing residents.
The site plan and organization of the proposed buildings on the property reflect the `best use' and
programmatic adjacencies necessary for the effective operation of the CCRC.
It should be noted that when the property was purchased in 1947, this area was set aside for future
expansion needs. The Owner does not have additional properties that would allow for an
alternative location to provide for this urgent need for adequate housing for the aging population
of the community.
It is anticipated that construction will begin in August 2005 with completion scheduled for Jwle
2007.

Block 24
Adjacent Propcrty Oavners
I'cnnybyrn at Alaryficld
Ilil;h Point, North Carolina
ECS, Ltd. Project No. G-10515
Owner 1\Iailin~ Address Propcrty Address
William J. and Amic H. Davis 123 I'cnny Road, Hieh Point, NC 27260
Boyce M. and Mary Laura H. Thayer 140 Penny Road, High Point, NC 27260
Otis B. Durant 113 Kearns Street, Jamestown, NC 27282
Lonnie C. Williams, Jr. 609 Dogavood Ct., Hieh Point, NC 27260
Richard L. and Dorothy J. Oli Kant 617 Dogwood Ct., High Point, NC 27260
Dennis R. and Kathryn A. Finn 619 Dogavood Circle, High Point, NC 27260
Ruth Ballard Haney 621 Dogaa~ood Circle, High Point, NC 27260
Arthur Swayer, Jr. 623 Dogaa~ood Circle, High Point, NC 27260
Albert B. and Fem C. Hazzard, Jr. 625 Dogwood Circle, Hich Point, NC 27260
Syniece E. and Barbara Ann Harrington 627 Dogwood Circle, Hich Point. NC 27260
Deborah L. Crews 629 Dogaaood Circle, Hich Point, NC 27260
Ronald W. and Janice L. Smith P.O. Box 799, Trinity, NC 27270 630 Dogwood Circle
John Dalton Hughes 407 Forestdale Drive, Jamestown, NC 27282 675 Dogwood Circle
C.C. Justice 685 Dogwood Circle, High Point, NC 27260
R.A. Griffith Heirs c/o Ruth A. Griffith 687 Dogwood Circle, High Point, NC 27260
RA. Griffith Heirs 687 Do wood Circle, Hish Point, NC 27260
Robert J. Llewellyn 693 Dogwood Circle, Hich Point, NC 27260
Harold Ray and Freda F. Clark 731 Dogwood Circle, Hieh Point, NC 27260
Amy Elizabeth Hewett 733 Dogwood Circle, High Point, NC 27260
Milton Floyd and Kay M. Barnes 790 Do ood Circle, Hi h Point, NC 27260
Robert Rodney Stamey 781 Do ~ood Circle, High Point, NC 27260
Robert Rodney Stamcy 781 Dogwood Circle, High Point, NC 27260
Robert L. Casey, Jr. 4711 I lickory Woods Drive, Greensboro, NC 27410
Maeeie Elizabeth Wood 704 Summit Road, High Point, NC 27265 801 Dogwood Circle
Doris Moran Cray~ton 6838 Cedar S ware Road, Archdale, NC 27263 233 Willowood Drive
Arnetta BroaaT and Nancy E. Smith 1537 Youne Road, Walnut Cove, NC 27052 235 Willowood Drive
Jose h P. Jarrell 1011 ~Vickliff Avenue, High Point, NC 27262 1035 Manor Drive
Charles R., Harold T., and Jose h P. Jarrell 401 Park Street, High Point, NC 27260 1033 Manor Drive
TR.C Associates, Inc. 146 Church Avenue, Iligh Point, NC 27262 1031 Manor Drive
Emma A. Vaughn c/o Skcct Club Manor 1560 Skeet Club Road, High Point, NC 27265 1027 Manor Drive
Emma A. Vaughn do Skeet Club Manor 1560 Skeet Club Road, High Point, NC 27265 1023 Manor Drive
Emma A. Vaughn c/o Skeet Club Manor 1560 Skeet Club Road, High Point, NC 27265 1021 Manor Drive
J.C. Watkins Heirs and Allen H. Watkins, Sr. P.O. Box 1550, High Point, NC 27261 214-220 Willowood Drive
Wilmer and Lois C. Price 1227 Greensboro Road, Hich Point, NC 27260
Mar aret D. Davis 103 Penny Road, High Point, NC 27265
E.R. Davis, Sr. 103 Penny Road, High Point, NC 27265 107 Penny Road
Jerome P. and Judith D. St. Louis 1 I 1 Penny Road, High Point, NC 27265
Elbert H. and Rebecca M. Bowman 113 Penny Road, Hi h Point, NC 27265
Maryfield, Inc. 1315 Greensboro Road, High Point, NC 27260 115 Penny Road
Maryfield, Inc. 1315 Greensboro Road, High Point, NC 27260 117 Penny Road
Maryfield, Inc. 1315 Greensboro Road, High Point, NC 27260 121 Penny Road

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SOIL MAP
s USDA SOIL SURVEY OF C PENNYBYRN
GUILFORD COUNTY, _ ____ LTD HIGH POINT, NC
SHEETS 25, 26, 31 AND 32 -- - _--_-~__
1SSEUED DECEMBER 1977 E~ G^I N E E R I N G ECS PROJECT G-10515
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DESIGNED: DRAWN: CHECKED:
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DATE: eaoia IN7ERNAnoNAL oRlve, sul7e,~ P E N NYBYRN
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