19910132 All Versions_Complete File_19910617

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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street - Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary June 17, 1991 Director
Mr. Michael A. Price, P.E.
Robertson/Loia/Roof
5780 Peachtree Dunwoody Road
Suite 195
Atlanta, Georgia 30342
Dear Mr. Price:
Subject: Proposed Fill in Headwaters or Isolated Wetlands
Ingles Shopping Center
Transylvania County
Upon review of your request for Water Quality Certification
to place fill material in 3.6 total acres of wetlands for
shopping center development, we have determined that the proposed
fill can be covered by General Water Quality Certification No.
2176 issued November 4, 1987. A copy of the General
Certification is attached. This Certification may be used in
qualifying for coverage under Corps of Engineers' Nationwide
Permit No. 26. In addition, a permanent stormwater pond shall be
built and maintained following your letter of June 11, 1991. All
wetlands on the site which is not filled shall be replanted with
wetland tree saplings at 10 foot centers.
If you have any questions, please contact John Dorney
at 919/733-5083.
Sincerely,
&__ 9-?A?
George T. Everett
GTE:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Regional Office
Asheville DEM Regional office
_,Mr. John Dorney REGIONAL OFFICES
Central Files
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
µ $TA7F a
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
P.O. Box 27687
Raleigh, NC 27611
TELECOPY TO:
WATER QUALITY SECTION
FAX # [phone]

FAX NUMBER: 4Dq - ?51 .- 1"? 2
FROM: `D PHONE: 001733 'S'Dy 3
ell
. NO.OF PAGES, INCLUDING COVER SHEET:
COMMENTS: '? mot/
COMMERCIAL DEVELOPERS, INC.
June 11, 1991
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4,91
,ojdnn,F,pQ?y??
Mr. John Dorney
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street
Ral-e_igh, North Carolina 27611
Maintenance of Storm Water Detention Pond,
-- North Carolina, Ingles Site
Z F? ?

Ingle
_ice
d that Ingles Markets, Incorporated,
_> maintenance of the storm water
-referenced site. The depth of the
ically to ensure the depth of the
four (4) feet. Should the depth be
more than fifty (50%) percent of the
he pond will be drained and the silt
It is our intent to maintain this pond
designed by Robertson/Loia/Roof, P.C.
ons, please call me at [phone].
Very truly yours,
Aao SA?
Gordon S. Myers

P. O. Box 5301 0 Asheville, North Carolina 28813 0 704/274-0598
SENT BY: ; 6-11-91 ; 16:17 ;ALTMAN KRITZER LEVIC-? 919 733 9919;# 1
AORV
UOMMERCLU JJEVELOPERS, INC.
xg0;, 11Z 13 A
June 11? 91 'IIJN 1991
N P ro QU L/
?,l,_l arming 8,-?C4 Y
Mr. John Do rney
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512.North Salisbury Street
Raleigh, North Carolina 27611
Re: Maintenance of Storm Water Detention Pond,
BVevard, North Carolina, Ingles'Site
Dear Mr. Dorney:
By this letter,;I am confirming that Ingles Markets, incorporated,
will be responsible. for the maintenance of the storm water
detention pond for 'the above-referenced site. The depth of- the
pond will be :checked periodically to ensure the depth -of the
permanent pool: is at least four (4) feet. Should the depth be
less than, four ' (4) feet over more than fifty (50%) percent of the
permanent pool, elevation, the pond will be drained and the silt
build-up, will be removed. It is our intent to maintain this pond
so that it will function as designed by Robertson/Loin/Roof, P.C.
should you have any questions, please call me at [phone].
very truly yours,
Gordon S. Myers
GSM: fs
xc: Mr. Robert P. Ingle
Mr. Michael Price
P. 4. Box 5801 • Asheville, North Carolina, 28813 a 704/274-0398
ROBERTSON / LOIA / ROO
A PROFESSIONAL CORPORATION
ARCHITECTS AND ENGINEERS
June 11, 1991
Mr. John Dorney
Supervisor of Special Projects Group
State of North Carolina
Department of Environment, Health, and
Natural Resources
Division of Environmental Management
512 North Salisbury Street
Raleigh, NC 27611
Re: Brevard Shopping Center Site - Ingles Markets, Inc.
Renewed Application for Wetland Fill
R/L/R Project No. 89-101
Dear Mr. Dorney:
w Rfi` j??991
to
"Cb
As a follow up to our conversation yesterday, please find three copies
of the calculations, a letter from the developer regarding maintenance,
and a schematic to provide storm water detention for the above
referenced project. This plan would fill a total of 3.60 + acres. In
addition, the creation of a permanent wet pool should create, over
time, additional wetland areas.
Should you require any additional information, please do not hesitate
to contact me at [phone].
Sincerely,
Michael A. Price, P.E.
MAP: jls
cc: Mr. Gordon Myers
5780 PEACHTREE DUNWOODY ROAD / SUITE 195 / ATLANTA, GEORGIA 30342 / [phone]
OMMERCIAL DEVELOPERS I, NC.
June 11, 1991
Mr. John Dorney
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street
Raleigh, North Carolina 27611
Re: Maintenance of Storm Water Detention Pond,
Brevard, North Carolina,. Ingles Site
Dear Mr. Dorney:
By this letter, I am confirming that Ingles Markets, incorporated,
will be responsible for the maintenance of the storm water
detention pond for the above-referenced site. The depth of the
pond will be checked periodically to ensure the depth of the
permanent pool is at least four (4) feet. Should the depth be
less than four (4) feet over more than fifty (50%) percent of. the
permanent pool elevation, the pond will be drained and the silt
build-up. will be removed. It is our intent to maintain this pond
so that it will: function as designed by Robert son/Lo ia/Roof, P.C.
Should you have, any ques'tions,'please call me at [phone].
Very truly yours,
Gordon S. Myers
G8M:fs
xC: Mr. Robert P. Ingle
Mr. Michael. Price

-- P. 0. Box 5301 0 Asheville, North Carolina 28813 * 704/2740898
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Site Acreage - '.19.40 Acres 4
Paving/Building Area ?.! - 14; 37 Acres
Grassed/Landscaped: Area - 5:03 Acres .
The amount of wetlands to be 'filled is 3.6 acres; which includes the j
construction of a berm at the southeast corner of theiproperty. _In.order
to achieve filling only 3.6 acres, the :driveway along the east was shifted
approximately 25 to `the '.west and'a portion of the,parking area was
eliminated to the southeast of the garden !center.
The volume of the detention area is 92,507 cf and will draw down over a
period of 48 hours. The vol ume and elevation.of the,pond is as follows:
El Area(s.f.) Volume(c.f.)
74 100 0 Not included
* 75 500 0 in volume of pond
` 76 1250 0
77 3000 0
78 3670 0
79 9400 0
80 18,400 ' 0
81 29,800 24,100
82 45,310 61,655
82.5< 48,305 108,463
83.0 51,300 140,807
The outflow was based on the following assumption.
Volume of pond @ E1.182.50 = 102,463 cf.
Number of seconds in 48 hours = 177,800 seconds.
Flow per second = 0.61 cfs to drain pond in 48 ,hours:.
Use the following equation.to size outflow pipe.
Q = 6A 2gh
g °,32.2 ft/s_
Q .61 cfs
A = area of outflow pipe
h = average height of pool elev. to centerline of outflow pipe,
use1.5 ft:
.61 = .6A 2(32.2) (1.5)
A = 0.11 s.f. Use 5" diameter outflow pipe
See diagram for detail of outlet structure.

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NC.
r..
June 11, 1991
Mr. John Dorney
State of North Carolina
Department of Environment, Health, and, Natural Resources
Division of Environmental Management
512 North Salisbury Street
Raleigh, North Carolina 27611
Re: Maintenance of Storm Water Detention Pond,
Brevard, North Carolina,. Ingles Site
Dear Mr. Dorney:
By this letter, I am confirming that Ingles Markets, Incorporated,
will be responsible for the maintenance of the storm water
detention pond for the above-referenced site. The depth of the
pond will be checked periodically to ensure the depth of the
permanent pool is at least four (4) feet. Should the depth be
less than four (4) feet over more than fifty .(50%) percent of. the
permanent pool elevation, the pond will be drained and the silt
build-up. will be removed. It is our intent to maintain this pond
so that it will: function as designed by Robertson/Loia/Roof, P.C.
Should you have any ques'tions,,please call me at [phone].
Very,truly yours,
An & SA?
Gordon S. Myers
GSM: fs
xO: Mr. Robert P. Ingle
Mr. Michael. Price
P. d. Box 5301 0 Asheville, North Carolina 28813 0 704/2740598
Site Acreage - 19.40 Acres
Paving/Building ;Area - 14.37 Acres
Grassed/Landscaped Area - 5.03 Acres
The'.'amount of wetlands to be filled is 3.6 acres, which includes the
construction of a berm at the southeast corner of the property. In order
to achieve filling only 3.6 acres,the driveway along'the east was shifted
approximately 25 to the west and;a'portion of.the-parking area was
eliminated to the southeast of the'garden'center.
The volume of the detention area is 92,507 cf and will draw down over a
period of 48 hours. The volume and elevation of the pond is'.as,followss
El Area(s•f.) Volume(c.f.)
74 100 0 Not included
=75 500 0 in,volume of pond
76 1250 0
77 3000 0
78 3670 0
79 9400 0
80 18,400 0
81 29,800 24,100
82 45,310 61,655
82.5 48,305 108,463
83.0 51,300 140,807
The outflow was based on the following assumption.
Volume of pond @ E1.182.50 1029463 cf.
Number of seconds in 48 hours 177,800 seconds.'
Flow per second = 0,61 cfs to drain ' pond in 48 hours.
Use the following equation to:size outflow pipe.
Q .6A 2gh
g = 32.2 ft/s
Q .61 cfs
A area of outflow pipe
h average height of pool elev. to centerline of outflow pipe,
use 1.5 ft.
.61 = .6A 2(32.2) (1.5)
A = 0.11 s.f. Use 5" diameter outflow pipe
See diagram for detail of outlet structure.

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June 11, 1991
Mr. John Dorney
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street
Raleigh, North Carolina 27611
Re: Maintenance of Storm Water Detention Pond,
Brevard, North Carolina,. Ingles'site
Dear Mr. Dorney:
By this letter, I am confirming that Ingl.es Markets, Incorporates,
will be responsible for the maintenance of the storm watt,
detention pond for the above-ref e.renced_site. The depth of t4
pond will be chocked periodically to ensure the depth of t4
permanent pool is at least four (4) feet. Should the depth
less than four (4) feet. over more than fifty (50%) percent of t4
permanent pool elevation, the pond will be drained and the sill,
build-up. will be removed. It is our intent to maintain this po
so that it will: function as designed by Robertson/Loin/Roof, P.C.
Should you have' any questions, please call me at [phone].
Very truly yours,
At4& 27
Gordon S. Myers
G8M:fs
xC: Mr. Robert P. Ingle
Mr. Michel. Price
--'-P. O. Box 5301 • Asheville, North Carolina 28813 9 704/2740598
Site Acreage - 19.40 Acres
Paving/Building Area - 14.37 Acres
Grassed/Landscaped Area - 5.03 Acres

The amount of wetlands to be filled is 3.6 acres, which includes the ,
construction of a berm at the southeast corner of the property. In order
to achieve filling only 3.6 acres, the driveway along the east was shifted
approximately 25 to the west and a portion of the parking area was
eliminated to the southeast of the garden center.
The volume of the detention area is 92,507 cf and will draw down over a
period of 48 hours. The volume and elevation of the pond is as follows:
E1 Area(s.f.)
Volume(c.f.)
74 100 0
^ 75 500 0
* 76 1250 0
•< 77 3000 0
^ 78 3670 0
%r 79 9400 0
* 80 18,400 0
81 29,800 24,100
82 45,310 61,655
82.5 48,305 108,463
83.0 51,300 140,807
The outflow was based on the following assumption.
Volume of pond @ E1.182.50 = 102,463 cf.
Number of seconds in 48 hours = 177,800 seconds.
Flow per second = 0.61 cfs to drain pond in 48 hours.
Use the following equation to size outflow pipe.
Q = .6A 2gh
- Not included
in volume of pond
g = 32.2 ft/s
Q = .61 cfs
A = area of outflow pipe
h = average height of pool elev. to centerline of outflow pipe,
use 1.5 ft.
.61 = .6A 2(32.2) (1.5)
A = 0.11 s.f. Use 5" diameter outflow pipe
See diagram for detail of outlet structure.

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"-•R0BERTS0N/L0IA/R00F TEL No.404-851-1732
[Z C- ), BEI( SCAN
L01A
ROOF
Jun 7,91 13:20 No.009 P.05
ARCHITECTS
ENC I NEE: RS
5780 PEACHTRCE DUNWOODY ROADISUITE 1951 ATLANTA,GEORGIA 30342/(404)2.57-9-190
FACSIMILE TRANSMITTAL
DATE- A•I*1?A 1. R/L/R PROJECT NO: 010- 117,
REFERENCE: r,-"-*L
TO:
AT -1 ENT I O 'N :
FROM : r.. 1r tc.?
TOTAL NUMBER OF PAGES:----5
(including cover)
remarks for v? ? ,
FAX NUMM?H (404) 651. 113 2 OPERATOR CONTACT [phone]
TEL No.404-851-1732 Jun 7,91 13:20 No.009 P.01

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` ROBERTSON/LOIR/ROOF TEL No.404-851-1732 Jun 7,91 13:20 No.009 P.02

Site Acreage - 19.40 Acres
Paving/Building Area - 14.37 Acres
Grassed/Landscaped Area. ? 5.03 Acres
The amount of wetlands to be filled is 3.6 acres, which includes the
construction of a berm at the southeast corner of the property. In order
to achieve filling only 3.6 acres, the driveway along the east was shifted
approximately 25 to the west and a portion of the parking area was
eliminated to the southeast of the garden canter.
The volume of the detention area is 92,507 cf and will draw down over a
period of 48 hours. The volume and elevation of the pond is as follows:
E1 Area s.f.
Volume(c.f.)
4 74 100 0
4 75 500 0
76 1250 0
77 3000 O
x 78 3670 v
79 9400 v
80 18,400 01
81 29; 800 a4 ji4o
82 45,310 611 635
at -IS lbe?^6-5
The ou°t-fl ow WIEased on the following assumption.
Volume of pond @ El.182.Soa 1e8,4(.,5cf .
Number of seconds in 48 hours = 177,800 seconds.
Flow per second - 0.ll cfs to drain pond in 48 hours.
Use the following equation to size outflow pipe.
Q = .6A 2gh
Not included
in volume of pond
g = 32.2 ft/s
Q = .53 cfs
A = area of outflow pipe
}t = average height of pool elev. to centerline of outflow pipe,
use 1.5ft.
53 _ .6A 2(3"2.'2) ().5)
A = 0. 11 s. f . Use 5 " diameter outf low pipe
Sce diagram for detail of outlet structure.
ROBERTSON/LOIR/ROOF TEL No.404-851-1732 Jun 7,91 13:20 No.009 P.03

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'ROBERTSON/LOIA/R00F TEL No.404-851-1732 Jun 7,91 13:20 No.009 P.04
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ROBERTSON / LOIA /ROOF
A PROFESSIONAL CORPORATION
ARCHITECTS AND ENGINEERS
June 3, 1991
Mr. John Dorney
State of N.C. Dept. of Environment
Health and Natural Resources
Division of Environmental Management
512 North. Salisbury Street
Raleigh, N.C. 29611
Re: Renewed Application for Wetland Fill - Ingles Shopping Center
Brevard, N.C.
R/L/R Project No. 89-101
Dear Mr. Dorney:
Please find for your review the storm water calculations for the above
referenced project. The amount of wetland fill will be limited to 3.6
acres and now will provide storm water retention for the first inch of
rainfall leaving this site. The minimum volume required would be 70,422
CF for the 19.40 acre site, while 92,507 CF was provided.
I would appreciate your review of these calculations and diagram of the
outlet structure in order to ensure it meets with your approval. Should
you have any questions, please feel free to contact me.
Sincerely,
Michael A. Price, P.E.
MAP/mmm
5780 PEACHTREE DUNWOODY ROAD / SUITE 195 / ATLANTA, GEORGIA 30342 / [phone]

Site Acreage - 19.40 Acres
Paving/Building Area - 14.37 Acres
Grassed/Landscaped Area - 5.03 Acres
The amount of wetlands to be filled is 3.6 acres, which includes the
construction of a berm at the southeast corner of the property. In order
to achieve filling only 3.6 acres, the driveway along the east was shifted
approximately 25 to the west and a portion of the parking area was
eliminated to the southeast of the garden center.
The volume of the detention area is 92,507 cf and will draw down over a
period of 48 hours. The volume and elevation of the pond is as follows:
El Area(s.f.)
74 100 0
75 500 0
76 1250 0
77 3000 2100
78 3670 5200
79 9400 13,370
80 18,400 29,190
81 29,800 55,252
82 45,310 92,507
Volume(c.f.)
The outflow was based on the following assumption.
Volume of pond @ E1.182 = 92,507 cf.
Number of seconds in 48 hours = 177,800 seconds.
Flow per second = 0.53 cfs to drain pond in 48 hours.
Use the following equation to size outflow pipe.
Q = .6A 2gh
x - Not included
in volume of pond
g = 32.2 ft/s
Q = .53 cfs
A = area of outflow pipe
h = average height of pool elev. to centerline of outflow pipe,
use 3 ft.
.53 = .6A 2(32.2) (3)
A = 0.65 s.f. Use 3" diameter outflow pipe
See diagram for detail of outlet structure.
i
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JE'. .
ROBC?TSO VLOIA/ROOF TEL No.404-851-1732 Jun 3,91 13:28 No.020 P.01
ROBERTSON / LOIA /ROOF
A PROftSSK)NAt CORPORATION
AKCHITFCTS AND E=NC;lNFFRS
Juno 3, 1991

R3
?
Mr. John Dorney eS'?
??•? ??
'
State of N.C. Dept. of Environment
Health and Natural Resources
Division of Environmental Management
512 Nroth Salisbury Street
1
Raleigh, N.C. 2961
4?4
000
Re: Renewed Application for Wetland Fill - Ingles Shopping Center
Brevard, N.C.
R/L/R Project No. 89-101
Dear Mr. Dorney :
Please find for your review the storm water calculations for the above
referenced project. The amount of wetland fill will be limited to 3.6
acres and now will provide storm water retention for the first inch of
rainfall leaving this site. The minimum volume required would be 70,477
CF for the 19,40 acre site, while 92,507 CF was provided.
T would appreciate your review of these calculations and diagram of the
outlet structure in order to ensure it meets with your approval. Should
you have any questions, please feel free to contact me.
Sincerely,
Michael A. Price, P.E.
MAP/mmm
5780 PEACHTREE DUNWOODY ROAD 1 SUITE 195 / Al LANTA; GEORGIA 30342 / [phone]
,ROBERTSON/LOIR/ROOF TEL No.404-851-1732 Jun 3,91 13:28 No.020 P.02
Site Acreage - 19.40 Acres
Paving/Building Area - 14,37 Acres
Grassed/Landscaped Area - 5.03 Acres
The amount of wetlands to be filled is 3.6 acres, which includes the
construction of a berm at the southeast corner of the property. In order
to achieve filling only 3.6 acres, the driveway along the east was shifted
approximately 25 to the west and a portion of the parking area was
eliminated to the southeast of the garden center.
The volume of the detention area is 92,507 cf and will draw down over a
period of 48 hours, The volume and elevation of the pond is as follows:
F1 Area(s.£..) Volume c.f,)
74 100 0 K - Not included
x 75 50U 0 in volume of pond
x 76 1250 0
77 3000 2100
78 3670 ? 5200
79 9400 13,370
80 38,400 29,190
81 29,800 55,252
82 45,310 92,507
The outflow was based on the following assumption.
Volume of pond @ 81.182 = 92,507 cf.
Number of seconds in 48 hours = 177,800 seconds.
)slow per second - 0.53 cfs to drain pond in 48 hours.
Use the following equation to size outflow Pipe--
Q : .6A 2gh
8 = 32.2 ft/s
Q .53 cfs
A = area of outflow pipe
h = average height of pool elev. to centerline of outflow pipe,
use 3 ft.
.53 - .6A 2(32.2) (3)
A = 0.65 s.f. Use 3" diameter outflow pipe
See diagram for detail of outlet structure.
ROBERTSON/LOIA/ROOF TEL No.404-851-1732 Jun 3,91 13:28 No.020 P.03
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ROBERTSON/LOIR/ROOF TEL No.404-851-1732
ROBERTSON
LOIA
ROOF
Jun 5,91 7:15 No.001 P.02
ARCHITECTS
ENG I NEE RS
5780 PEACHTREE DUNWOODY ROAD/SUITE 1951 ATLANTA,GEORGIA 30342/[phone]
FACSIMILE TRANSMITTAL
DATE : 5 ?? R/L/R PROJECT NO: `a?? taM ..
REFERENCE:... 13r•. tcl r rs14s 1
TO: e,.4 A•I-TENT I ON : --=Z - ^? - --
FROM--
TOTAL NUMBER OF PAGES:
(including cover)
remarks 7 • r- -
FAX NUMBER (404) 851.17:32 OPFRATOR CONTACT (4014) 257-9790

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IMPORTANT
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Date Time
WHILE YOU WERE OUT
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Phone 7 ??? ! C
AREA CODE NUMBER EXTENSION
Message
Signed
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TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
N.C. Dept. of Environment, Health, and Natural Resources
z??n
IMPORTANT

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AREA CODE NUMBER EXTENSION
TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
scl?() t2 p-?j I
Message
N.C. Dept. of Environment, Hegflth?,, and Natu7-"Sou rces
?v v(J Printed on Recycled Paper
ROBERTSON / LO I A /ROOF
A PROFESSIONAL CORPORATION
ARCHITECTS AND ENGINEERS
May 16, 1991
Mr. John Dorney MAY 1891
Supervisor of Special Projects Group F--
State of North Carolina
Department of Environment, Health, and - P1a?????? &anth cr
Natural Resourses p?
Division of Environmental Management
512 North Salisbury Street
Raleigh, N.C. 27611
Re: Brevard Shopping Center Site - Wetland Fill Proposals
R/L/R Project No. 89-101
Dear Mr. Dorney:
As a follow up to my letter of 4/11/91 and subsequent phone conversations,
I would like to expand upon Version G as to why it is the only developal
alternative to Ingles Markets, Inc. The fourversions presented each will
be listed with our concept of what each will and will not accomplish.
VERSION C
(Construct Berm along Lambo Creek)
This alternative is.one that solves the majority of issues raised. By
constructing a berm parallel to Lambo Creek, and out of the existing tree
line, a detention area of 0.70 acres which could detain for the first inch
of rainfall could be constructed. This detention area would function as
an established wetland which would be adventageous over the present
condition.
I have visited this site several times and I believe there is sufficient
room to locate this-berm in an area outside of the existing tree line. By
locating this berm beyond the tree line, it would protect the most heavily
vegetated portion of the wetland in question while still providing
adequate detention area.to address storm water management concerns. While
this does result in an additional 0.13+ acres of fill, it protects those
areas most crucial to the functioning of the wetlands and creates areas of
greater functioning ability.
It_is also proposed.that the developer plant cuttings and seedlings, -of a
variety common to this wetland, in the remaining wetland. This will
further enhance the wetlands function in an area that previously was not
heavily wooded.
5780 PEACHTREE DUNWOODY ROAD / SUITE 195 / ATLANTA, GEORGIA 30342 / [phone]
May 16, 1991
Page 2
VERSION A
(Relocate Garden Center from Side to Front)
This alternative does eliminate 0.40+ acres of fill so that the total
impact of filled wetlands is 3.2+ acres. However, it does not address
storm water management unless a berm is constructed parallel to Lambo
Creek to provide a detention area.
From a development standpoint, K-Mart will not accept this alternative due
to the loss of 68 parking spaces and layout of this store prototype.
K-Mart is very rigid in the standardization of all their stores, and they
have indicated that should this alternative be chosen, they will not
construct on this site.
VERSION B
(Eliminate easternmost entrance on Highway 64)
This alternative from our conversations would not accomplish storm water
management and only eliminate 0.28 acres of fill. The fill eliminated is
in an area of higher elevation so that it could not be used for detention
purposes.
Also, the loss of this entrance would create an access problem for patrons
desiring to shop at K-Mart. The North Carolina D.O.T. has mandated that
this entrance must be located where shown on our plans. The reason is the
property just to the west of this entrance is a county emergency medical
building. To relocate this entrance would invite left turn movements for
west bound traffic going into the shopping center and would therefore
create an unsafe traffic condition.
VERSION D
(Shift buildings 50' to west)
This alternative would eliminate a 0.5+ acres of fill in the wetland
area. However, in order to provide detention, a berm would need to be
constructed in the wetland requiring an additional 0.13+ acres. The
shifting of the buildings would eliminate three shop spaces and place the
44,000 s.f. Ingles in an undesirable position.
Ingles presently has 218 spaces in the front parking lot area. To shift
the building 50 feet would offset the front with the bulk of the parking
and would put only 155 spaces in front of the-building. One of the
problems with the old 30,000 s.f. Ingles was a lack of parking. To shift
the building 50 feet would create an unnecessary hardship for the Ingles
store to provide conveinent parking.
May 16, 1991
Page 3
Version D (con't)
The shifting of the building would also put the front entrance of the
building nearer to the main driveway. This is undesirable due to
pedestrian traffic conflicting with vehicular traffic.
If the main areas of concern center around storm water management, then
Version C is the alternative we would ask to be approved. Please bear in
mind that over 28% of this site will remain pervious after completion of
this project.
Please also be aware that this project will be heard by the Brevard
Commissioners on 5/21/91. It is very important that a decision be reached
by your department by that time in order to avoid a two month delay in
construction.
I would appreciate your consideration for the approval of Version C.
Should you have any questions, please feel free to contact me.
Sincerely,
.rte
Michael A. Price, P.E.
MAP/mmm
cc: Mr. Gordon Myres
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