20050578 Ver 1_More Info Received_20050615

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ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
D
Ms. Andrea Wade
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615
Reference: Request for Department of the Anny Permit
Pennybyrn at Maryfield
1315 Greensboro Road
Guilford County, High Point, North Carolina
ECS Project G-10515
Dear Ms. Wade:
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Enclosed please find the permit application prepared on behalf of Pennybyrn at Maryfield. The
purpose of this application is to request a Department of the Army Permit to authorize impacts to
X06 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 can~pus 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. 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 infornlation.
Sincerely,
E EERING ~NSULTING SERVICES, LTD.
,, n/L1
Denise M. Poulos, LSS
Principal Scientist
Attachments: Application for Department of the Anny Permit
6909 International Drive, Suite 103 • Greensboro, NC 27409 • (336) 856-710 • Fax [phone]

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-0003
/.?3 CFR.?25/ Ezpires 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 neede~
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection o1
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,
Paperwork Reduction Project (0710-00031, Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law
no person shall be subject to any penalty for failing to comply with a collection of information if it 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 havinf
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. ~ 2. FIELD OFFICE CODE ~ 3: D~AT~RECEIVED
:APR j? G zG
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4. DATE APPLICATION
COMPLETED
//TEN1S BELOW TO 6E F/LLED BY APPL/CAN71
5. APPLICANT'S NAME
SISTF ,2 Guc~/ t/r :v'~vF 5~}/ :'
l~Eti/v~ ay/.~,J .~i M/}/Z~l/~G1J 8. AUTHORIZED: AGE~~JT'S.NA1~1E AND TITLE /en agent rs nor reou/ied/
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6. APPLICANT'S ADDRESS
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h! Gil (~oiti ~~ N G a ~ aG D 9. AGENT'S ADDRESS
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7. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE

a. Residence a. Residence
b. Business 33 (D - g ~(p - a ~ L/ L~ b. Business 33~ - a-~9 ' gOG
11. STATEMENT OF AUTHORIZATION
I hereby authorize, ~~ !JI ~, ~ r'r1 ~~~, '~O ~' to act in my behalf as my agent in the processing of this applicatio
upon request, supplemental information in support of this permit application.
NT'S SIGNATU
v,
DATE
NAME. LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE Isee lnsrrucrians/
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13. NAME OF WATERBODY, IF 1CN01NN /ra v/tab/e/ 14. PROJECT STREET ADDRESS /i/app/icab/e/
unn.;zr~~D 7"213ur1r/z~ ~ ~~-~-r~ ~'.I~ri2
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15. LOCATION OF PROJECT
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COUNTY ` STATE
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16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, /see .:os~iucnnns/
b3S'~~°~~Yv.3~`~~J o7~~S7r31.$y rcJ
17. DI ECTIONS TO THE SITE F2Gitt C~1= r' ~-`;/~,<-~t°Ge : LC ~.ST ~''~' ~F~rC~~'~ ~7 V~=~Uf= / CUT 11
Q,J ~`_.t)N~ ,1Z0~'~• %~F iji; 11 L.~G3%C~ ~-/V 7ff~ /t%C:~T.i's'-',t. c'.r'-~ ~'l>/%-~:~-~,L/f r:Ji=
% I'/F ¢;L77c~ 2~~ci/a,~.J b~ /~~,Uti/ ~~%~ /J~~ 6~Fc~~!~'~;~?o/~o X0;1 ~ -~N ht/Cff ~o t,t~7,
NG OR 4345, Ju 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent:

13. i~.aturc of Activity (c~. w ~.. ,.: -.. •:_...,.. -- .....-....,
1 9. PfOjeCt PurpOSe /Describe tAe reason or purpose o/rhe project, sro instructions/
S~~ /f-~i l~CIS`E.21 Sff~.~T
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge .j'~t7 O~t>'/Z Jz~ ~'~vsr,2 vc'T r{1 ~= ~NJEP~.>,JC~ ~T Gl vr,JG ~1 'V~
Co ~N ~ wv r r CE.v i ~.k ~,~.~ ~ r.vG /}-~~S /~N~1 h'C~~ 5.~ ~o~t-.c~.~ ~~ //
iYi~if2r/f~ G~i/! L3E~ i°'/SfcQ L-~i'c~ sOCp u•vF/g2 FcFT O~ S~.eE~~~1 eLi~•~-~t/t/
21. Type(s) of Material Bein Dischar9edr~nd the Amount of Each Type in Cubic Yards
'I~,G Gl~N~( cJrr~ ~c Fr//i~/ to~7~+ S~,~vcTVec/ Flr(Gw~%T-rD ~ue/.~S Ge ~~~ ~}~rr~/ri~'S,
~l~/~2cs~! ~t~ f~/J 8a ~- c~~;~ Y~2~s o ~ ~ /( wr// 13c ~/~<<Q i/v TtiE ~'l~~,v.vLL,
22. Surface Area in Acres of Wetlands or Other Waters Filled /:e~/~rrrocrlon / T~/ ~~-' 6 iF,2E yo W TL/~ S ~t r,L(
2. '~71cS LoJc.cT~ sD(o ~~ °f S'i2~9,~a C~,¢~uNf~ 4?r/1 F'ldGEr~
~/}CL'~cc s ~vllC~bZ~j p~tis ~N~ Av,rIP j,c? vc~ S w~// ~~ use cam,
23. Is Any Portion of the Work Already Complete? Yes_ IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
S ~;:G ~/f-~ft~a S ltE~~
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
'cr7'y OF ff~(~It ~EZo~rNG ~GC. woof
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26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
application is complete and accurate. I further certify that I possess th rity to unde ke the work described herein or am acting as the
duly authorized agent of the applicant.
S~ 0.5' l ~ a~S'.
SIG URE OF APPLI~ANT ~ DATE SIGNATU E OF AGENT AT
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or.
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.

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Block 18. Nature of Activity
Desc~•iption oflmpacts

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. Army 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 storniwater management system.
Tlie relocated stream and stormwater 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 geoteclmical 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 channel 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.
Stornnvaler Management
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 stormwater system will discharge into a stormwater management pond, which
meets the City of High Point's stonmvater 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 stormwater management pond;
additionally, portions of the existing built upon area will be routed through the stormwater 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 ?3.40 acres shall be treated by stormwater management.
Avoidance and A1ir~imi~atron
The Independent Living & Community Center building was 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. This stream
originates at a spring on-site and is approximately 800 feet long. Li 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 506 linear feet of stream channel affected by the project.
Mitigaliort
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.

Bloch 19. Proposed Project Purpose
Pennybyrn at Maryfield was founded in 1947 as a nonprofit corporation to provide housing and
long terns 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 June
2007.

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GUILFORD COUNTY,
SHEETS 25, 2G, 3] AND 32
1SSEUED DECEMBER 1977
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ENGINEERING
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SOIL MAP
PENNYBYRN
HIGH POINT, NC
ECS PROJECT G-]0515
FIGURE 2 OF G

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~~~~ Engineers•Surveyors•Planners•Scientists
DATE: °9oa INTERNATIONAL oRn~, sulre,oo
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09 P E N N Y BY R N
3/21105 GREENSOORO, NORTH C
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DATE:
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SCALE:
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~~~~ Engineers•Surveyors•Planners•Scientists
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CITY OF HIGH POINT
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EXISTING SITE CONDITIONS
FIGURE 4 OF 6

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DESIGNED: DRAWN: CHECKED:
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~~~~ Engineers•Surveyors•Planners•Scientists
DATE: eeoe INTERNAnoNAL owvE, surre ,~ P E N N Y BYR N
3/21/05 GREENSBORO, NORTH CAROLINA 274oD
~t~t~°~~s'0210 CITY OF HIGH POINT
SCALE: GUILFORD COUNTY, N.C.
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ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
6909 International Drive, Suite 103
Greensboro, North Carolina 27409
Telephone [phone] Fax [phone]
To:
Ms. Andrea Wade
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615
We are sending you the following items via: FedEx
RALEIGH &EGULATORY FIELD OFFICE
COPIES DATED DESCRIPTION
1 3/21/05
revised 5/09/05 Figures 6 through 8
These are transmitted as checked below:
X For your use
X As requested
REMARKS
Enclosed are revised Figures 6, 7 and 8. Since it is not practical to pipe the stream under the building, it will be diverted
as shown on Figures 6 and 7. It is our opinion that the wetland located in the lake at the end of the stream channel will
not be impacted by this diversion. The wetland is essentially at the same elevation as the lake and its hydrology appears
to be controlled by the lake rather than the stream channel. However, as shown on Figure 8, this wetland is 0.091 acres
in area. Since the USACE feels that the hydrology of the wetland will be impaired by the stream diversion, we propose
mitigation by payment to EEP on a 1:1 basis. Please contact Denise Poulos with questions regarding this project.
Thanks!
COPY TO: File
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LETTER OF TRANSMITTAL
Date: 5-24-05 Project No. 10515
Re:
Pennybyrn at Maryfield
Penny Road at Greensboro Road
High Point, North Carolina
~~~~~~
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DATE:
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5/09/05 REVISED SPRING OUTFACE
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RALEIGH REGULATORY FIELD OFFICE
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®~~®KOONTZ-BRYANT, P.C.
~~~® Engineers•Surveyors•Planners•Scientists
9eoa INTERNAnoNAL oRrvE, subs t W
GREENS60R0, NORTH CAROLINA 27408
(338) 80.5-0200 FAX [phone]
impc~kooritzbryardmm
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NEW COMMUNITY .~.,f~
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PENNYBYRN
CITY OF HIGH POINT
GUILFORD COUNTY, N.C.
PROPOSED LAYOUT WITH BMP AND
STORMWATER SYSTEM
FIGURE 6 OF 8

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DESIGNED: DRAWN: CHECKED: D~N~. ~S~ ~~
MJM MJM MJM P~~~ KOONTZ-BRYANT, P.C. v~'0~~
DATE' ®\\Q Engineers•Surveyors•Planners-Scientists
3/21/05 °~,~E~n°~^~-°~•5~~~°° PENNYBYRN
5/09/05 REVISED SPRING OUTFACE cr~~saoRO,NORnicazouruz~~oe
~~ ~~~ I °'0210 CITY OF HIGN POINT
SCALE: GUILFORD COUNTY, N.C.
~°= 200 1" = 100 PROPOSED LAYOUT WITH BMP AND
JN: ,~. ~ STORMWATER SYSTEM
4606 0 ~ too 20o FIGURE 7 OF 8

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DESIGNED: DRAWN: CHECKED:
MJM MJM MJM P~~.A KOONTZ-BRYANT, P.C.
DATE: ~~~® Engineers•Surveyors•Planners•Scientists
3/21/05 °~ ~NT1=RN^n°~^'-°~ 5U~ ~°° PENNYBYRN
5/09/05 REVISED SPRING OUTFACE cReENS°oao, NORTH CAROLINA 27409
(~) o°s-osoo FAx (~s°) °as-o2to CITY OF HIGH POINT
Impc~koor~bryanLcom GUILFORD COUNTY, N.C.
1 CA 40 1 = 40
" _ ~~ ~ WETLAND AND WATER
JN: .. LOCATION
4606 0 ~ ao so FIGURE 8 OF 8
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CITY LAKE

~` `~~ `~ ~ MAY 1 Z 2005
~~ FILE
~~~G~~SZ ~,~ /~'ALEIGH REGULATORY FIELD OFFICE
},=~'U'~ ZS" ~ LETTER OF TRANSMITTAL
--~~.e- ~v,~aJ
ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
6909 International Drive, Suite 103
Greensboro, North Carolina 27409
Telephone [phone] Fax [phone]
10515
Pennybyrn at Maryfield
Penny Road at Greensboro Road
High Point, North Carolina
To:
Ms. Andrea Wade
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615
We are sending you the following items via: FedEx
COPIES DATED DESCRIPTION
1 3/21/05
revised 5/09/05 Figures 3 through 8
These are transmitted as checked below:
For your use
X As requested
REMARKS
Enclosed are the revised drawings you requested. As shown on the drawings, the stream will be piped in order to avoid
impacting the wetland. Please contact Denise Poulos with questions regarding this project. Thanks!
COPY TO: File SIGNE'~_~(/G/(
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PERENNIAL _ _ _ ~ ~ ~ ~ \ / r
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HEALTH CARE & i'~ ~ ~ \~~ f ~ / %%~ D
ADMINASTRATIVE ~ ~~~ ~ .~~ ~~ ~/ ~
OFFICES ~,~~,I,/~~J ~ ~ JUN 1 5 2005
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DESIGNED: DRAWN: CHECKED:
MJM MJM MJM ®~~®KOONTZ-BRYANT, P.C.
DATE: ~~~® Engineers•Surveyors•Planners•Scientists
3/21/05 e~ ~NTERNATI~NAL DRIVE. 9URE ~~ P E N N YBY R N
5/09/05 REVISED SPRING OUTFACE GREENS©ORO, NORTH CAROLINA 27100
tsaslcss-ozao FAxlaasleas-onto CITY OF HIGH POINT
~~~~ GUILFORD COUNTY, N.C.
sc aoo~ 1 = 400
~~ ~ PROPOSED SITE LAYOUT
JN: FIGURE 5 OF 8
4606 0 ~ aoo 800

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WET DETENTION POND (BMP) _ _o
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CITY LAKE
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DESIGNED: DRAWN: CHECKED:
MJM MJM MJM
DATE:
3/21/05
5/09/05 REVISED SPRING OUTFACE
SCALE:
1 "= 200'
JN:
4606
~~~
~~
~'
®~/®KOONTZ-BRYANT, P.C.
®~~® Engineers•Surveyors•Planners•Scientists
e9o9 iNreRrunoNU owve, suire Boa
GREEN300R0, NORTH CAF20UNA 27409
[phone] FAX [phone]
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LIVING COGNITIVELI
IMPAIRED / DAYCARI
~~ ,r/ THERAPY
i / /r
PENNYBYRN
CITY OF HIGH POINT
GUILFORD COUNTY, N.C.
PROPOSED LAYOUT WITH BMP At
STORMWATER SYSTEM
FIGURE 6 OF 8 'I
~~~ JUN 1 6
QENR -WATER C
WETLANDS AND STOr~MY~

r---
2' MINIMUM
AROUND PIPE
12" DIAMETER
'ERFORATED PIPE
WRAPPED WITH
FILTER FABRIC
n.,, ~ .'ONE
NOTE:
1. LAST TWENTY (20) FOOT SECTION OF PIPE TO BE
SOLID WITH NO STONE BEDDING.
2. FLARED END SECTION TO BE PROVIDED AT END OF
PIPE p ~~15~ V ~ D
D
JUN ~ 5 2005
1!~t7LANDS AND S rTORMWATER BRANCH
DESIGNED: DRAWN: CHECKED:
MJM MJM MJM
DATE:
3/21/05
5/09/05 REVISED SPRING OUTFACE
SCALE:
1 "= 200'
JN:
4606
®~~~ KOONTZ-BRYANT, P.C.
~~~~ Engineers•Surveyors•Planners•Scientists
BBOG INTERNATIONAL DRNE, SUITE 100
GREEN360R0, NORTH CAROLINA 271D8
(338) OriS-0200 FAX [phone]
Id~pcGkoonV.bryantmm
~„ = 100
0 10o zoo
PENNYBYRN
CITY OF HIGH POINT
GUILFORD COUNTY, N.C.
DETAIL FOR STROMWATER SYSTEM
DIRECTING RUNOFF FROM SPRING
FIGURE 8 OF 8
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