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SUBJECT:
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North Carolina Department of Environment,
Health, and Natural Resources 4 printed on Recycled Paper
ate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
ED E--= F=1
September 5, 1997
Henderson County
DWQa 92725 & 95771
Mr. Drew Norwood
Executive Vice President
Windsor-Aughtry Company, Inc.
P.O. Box 16449
Greenville, South Carolina 29606
SUBJECT: Restoration & Mitigation Project
Windsor Forest/Southchase Subdivisions
Dear Mr. Norwood:
In a September 3, 1997 phone conversation with Mr. Paul White
from the Asheville Regional Office of the Division of Water Quality
you discussed some of the mitigation and restoration options available
to the Windsor/Aughtry Company at the Southchase Subdivision. During
this conservation you spoke of several lots (e.g. lot #'s 187, 188,
189, 263, 265, 267, and 269) adjacent to and or near Highway 25 in the
Southchase subdivision which have yet to be sold. Further, you stated
that the Windsor/Aughtry Company would deed out the wetlands on these
lots and place conservation easements on them. Ultimately these
wetland areas would be turned over to a public trust organization for
conservation in perpetuity.
The Division of Water Quality strongly encourages you to pursue
these options. We would request that you advise both the Central
Office and The Asheville Regional Office as to your efforts in deeding
out these wetland areas. If you have any questions regarding this
matter please feel to call Mr. Eric Fleek or Mr. Pete Colwell at (919)
733-1786.
Sincerely,
lL??
Eric D. Fleek
Water Quality Certification Program
cc: Paul White, Asheville Regional Office
Mike Parker, Asheville Regional Office
William Lapsley, William Lapsley & Associates
David Baker, USACOE-Asheville Field Office
Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opport<tnity Af Wna&m Action Employer 50% recydedM0% post consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Water Quality
James S. Hunt, Jr., Governor
Wayne McDevitt, Secretary p E H N F=1
A. Preston Howard, Jr., P.E., Director
August 22, 1997
Henderson County
DWQ# 95771
Mr. William G. Lapsley
1635 Asheville Highway
P.O.'Box 546
Hendersonville, N.C. 28793
Subject: Windsor Forest Subdivision
Wetland Restoration Plan
Dear Mr. Lapsley:
We are in receipt of your August 11, 1997 proposal for
wetland restoration work to be carried out in the Windsor Forest
subdivision. As you requested we would prefer that you utilize
the 110BL-FACW Food and Cover Wetland Mix" as described in the
attached Ernst Conservation Seeds price list. Considering the
hydrology and light regime indicative of the site we feel that
this is likely the most appropriate mix.
Please advise this office as to your anticipated start and
finish date for the wetland restoration project. As you are aware
this office is now conducting compliance inspections of projects
receiving 401 Water Quality Certifications. As such, this project
will be revisited by Central and Regional Office Division of
Water Quality staff during the next round of inspections.
If there are any questions regarding this matter, please
feel free to call me or Mr. Pete Colwell at [phone].
Sincerely,
Eric lee
Water Quality Certification Program
cc: Mike Parker & Paul White, Asheville Regional Office
David Baker, USACOE Asheville Field Office
Drew Norwood, Windsor-Aughtry Co.
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh. North Caronna 27607
Telephone [phone] FAX # [phone]
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William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
704-697-7334 • FAX [phone]
August 11, 1997
Mr. Pete Coldwell
Water Quality Certification Program
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, NC 27607
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William G. Lapsley, P.E.
John Echevetri, P.E.
RE: Southchase Subdivision
Water Quality Certification
Henderson County
Dear Mr. Coldwell:
Reference is made to your letter dated July 5, 1997, which responded to our proposed
corrective measures for the subject project. Our response is as follows:
1. We will submit the request for 401 Water Quality Certification and an
application for a Corps of Engineers wetland crossing permit to cover Woodhill
Drive within the next few days.
2. It is our intent to also submit a 401 Water Quality Certification and an
application for a Corps of Engineers wetland crossing permit to cover the
stream crossing of Woodhill Drive in Section 6 (adjacent to lots 187, 188, &
189).
3. Mr. Norwood has contacted all of the property owners along the drainage
channel. They are all very supportive of the tree planting project, however, they
will not grant a wetland preservation easement. We feel that the risk of these
trees being cut down by the property owners in the future is very low.
4. The wetland preservation area on lots 187,188, 189, 263, 265, 267, and 269
has already been deeded to individual property owners. They are all supportive
of the covenant and restriction on their property. It would be impossible to
get this land back to deed it over to a public trust organization.
to Printed of Recycled Paper
Mr. Pete Coldwell
Page 2
August 11, 1997
Based upon your response, the Windsor-Aughtry Co. will complete the restoration work
within the next 90-120 days. If you have any further questions or concerns, please feel free
to contact our office.
N
WGL/ec
cc: Drew Norwood, Windsor-Aughtry Co.
Paul White, Asheville Regional Office
David Baker, COE
V/ItWINDSORIAUGHTRY COMPANY
Real Estate Development, Investment and Management.
August 19, 1997
Mr. Peter Colwell
Water Quality Certification Program
State of North Carolina
Department of Environment,
Health and Natural Resources
4401 Reedy Creek Rd.
Raleigh, N.C. 27607
Dear Mr. Colwell:
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This letter is to notify you that we are preceding with implementation of our agreement
regarding 401 violations at Southchase and Windsor Forest Subdivisions. We hope to
have everything completed within the next 60 days.
In your July 8, 1997, letter you requested that we notify you what wetlands mix we
would be using at Windsor Forest. A local seed company has suggested Alculide and
Reed Cannary. Would you please confirm that this if O.K. with your office?
We will be in touch when everything is completed. If you have further questions or
comments, please let me know.
Sincerely,
Drew Norwood
Executive Vice President
FAN/jb
RO. BOX 16449 STATION 13 GREENVILLE, SOUTII CAROLINA 29606 864/271-9855 FAX [phone]
V/ItWINDSORIAUGHTRY COMPANY
Real Estate Development, Investment and Management.
September 3, 1997
Mr. Erick D. Fleck
WQCP
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
Dear Mr. Fleck:
SEp 65 1991
?lR?'?Prrl?
SG'S
I am in receipt of your letter dated August 22, 1997. We will use the recommended
wetlands mix.
I anticipate completing the wetland restoration project by mid to late October 1997. If it
is completed prior to that time, your office will be notified immediately. If you have
further suggestions, please let me know.
Sincerely,
?rew Norwood -
Executive Vice President
cc: Paul White
FAN/jb
P.O. 13OX 16449 STATION B GREENVILLE', SOUTH CAROLINA 29606 864/271-9955 PAX 864/370-0042
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. F. A. Norwood, V. P.
Windsor-Aughtry Company, Inc.
P. O. Box 16449
Greenville, South Carolina 25606
Al
••
ED F= F1
July 8, 1997
Henderson County
DWQ Project # 92725 & 95771
Re: Notice of Violation of the 401 Water Quality Certification for Windsor Forest and
Southchase Subdivisions
Dear Mr. Norwood:
The Division has reviewed the June 6, 1997 proposals from your engineer to resolve the
401 Water Quality Certification violations for Windsor Forest and Southchase Subdivisions in
Henderson County, NC. The corrective measures outlined in the proposals are generally
acceptable to the Division for the resolution of the 401 violation. Listed below are the Division's
comments and concerns related to the proposals.
Southchase Subdivision
1. The application for the stream crossings on Woodhill Drive and any other impacts should also
be made to this office for the appropriate 401 Water Quality Certification.
2. You also have lots 187, 188, and 189 of Section 6 listed as needing authorization, yet these are
also lots that are included in the proposal for preservation of the wetlands. Please explain.
3. For the proposal to reseed and plant trees along the "excavated drainage channel', is there a
way to get an agreement from the individual property owners to prevent them from cutting the
trees in the future.
4. If an agreement is reached with the adjacent property owner that will allow you to construct a
wetland biofilter at the end of the drainage channel, the plans for this work should be submitted to
the Division for review prior to construction.
5. The Division also recommends that the wetlands on lots 187, 188, 189, 263, 265, 267, and
269 (2.06 acres) which are to be preserved, be taken out of the individual deeds and consolidated
into one property to be donated to a public trust organization for future protection.
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NO 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aflirmatve Acton Employer • 50% recycled/10% post consumer paper
Windsor Forest Subdivision
1. The Division agrees with restoration efforts for the stream and adjacent wetlands. Please
identify the plant species in the special wetland mix that is to be used for seeding the disturbed
areas.
2. Again, the Division also recommends that the wetlands on lots 95, 96, 97, 99, 100, 103, 104,
105, and 106 (3.68 acres) which are to be preserved, be taken out of the individual deeds and
consolidated into one property to be donated to a public trust organization for future protection.
Mike Parker with our Asheville Regional Office has indicated that he can assist you with locating
several such organizations in the Asheville area.
Again, your cooperation in resolving this violation in a timely manner is appreciated. We
look forward to working with you in carrying out your corrective measures to bring these
violations to a close. Should you have questions about this action please contact Paul White or
Mike Parker at the DWQ Asheville Regional Office [phone] or myself at [phone].
Sincerely,
Peter Colwell
Water Quality Certification Program
cc: Central Files
Paul White, Mike Parker, DWQ Asheville Regional Office
John Dorney, DWQ Raleigh Central Office
David Baker, USACOE Asheville Field Office
Jill Hickey, NC Attorney General's Office
William Lapsley, Lapsley & Assoc.
Schase&winfor.vio
William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
704-697-7334 9 FAX [phone]
June 6, 1997
Mr. John R. Dorney
Water Quality Certification Program
NC Division of Water Quality
PO Box 29535
Raleigh, NC 27626-0535
Re: Windsor Forest Subdivision
Henderson County
WQ Certification No. 2732
DWQ Project NO. 95771
COE No. 199702312
Dear Mr. Dorney:
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Reference is made to your letter dated April 7, 1997 which
requested that the Developer of the Windsor Forest Subdivision,
Windsor-Aughtry Company, Inc. take certain actions to address
violations of the above referenced permits.
This is to advise you of the following actions:
1. The attached site plan shows the as-built conditions of
the Windsor Forest Subdivision showing all stream
crossings, wetland impacts, and structures.
2. An on-site meeting was held on Thursday, May 1, 1997,
with Mr. Pete Colwell, Mr. Mike Parker, Mr. Paul White
and Mr. F.A. Norwood to discuss the wetland violations
identified in the Notice of violation. It was agreed
that a second meeting the U.S. Army Corps of Engineers
would be required to develop a plan for corrective
measures.
3. On Friday, May 9, 1997 a meeting was held on the project
site with Mr. David Baker (COE), Mr. Paul White (DEM),
Mr. F.A. Norwood (Windsor-Aughtry) and the writer (W.G.
Lapsley). The meeting included a walk-through of the
wetland impacted areas. It was agreed that the following
corrective measures will be taken by the developer:
a) Regrade disturbed area along the sanitary sewer
line right-of-way to restore the ground as close as
William G. Lapsley, P.E.
Gary Tweed, P.E.
John B. Jeter, P.E.
John Echeverri, P.E.
Philip Ward, L.S.A.
i1a Printed of Recycled Paper

Mr. John R. Dorney
June 6, 1997
Page 2
possible to the original elevations. The disturbed
areas will be reseeded with a special wetland mix-
approved by the Corps of Engineers.
b) Fill material placed in the wetland area on the
east side of the unnamed tributary Kimsey Creek
will be removed and the area restored as close to
its original condition as possible.
C) The creek on the north side of the Tulip Tree Court
culvert crossing will be restored as close as
possible to its original condition. The rip-rap
stone will be removed and the banks reseeded with
the special wetland mix.
d) The area shown on the as-built plan will be (3.68
acres), will be preserved as dedicated wetland by
deed restriction. A copy of the language included
in the deeds for lots 95, 96, 97, 99, 100, 103,
104, 105, 106 is attached.
The location of these measures are shown on the attached plan.
If you have any questions or concerns about the steps that are
being taken, please feel free to contact our office.

G
WGL/ds
ey, P. E.
cc: Windsor-Aughtry Co.
David Baker, COE
Paul White, DEM
['UF 1:34 SHUFORD, BEST FAX NO, 7042528309 P.02/02
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CC>Nt?XA,I?iCE W?Yi?N?TLA?tt)S R?GI3LATYQNS
In accordance with 71do XS 'CAC 2a',0500, t1le fou4wing Daep RESTKTCTj0NS 41VD
1"AOTECTIVE COY84VAM shall, be rocorded in the county County Rallmy prior to the
ccmveyalIC6 of lots. Said Deed Resaietions and Protective Covenants shall apply to nalrte of
subdivision, lot n=bz:rs ill courtty Ckrunty, North CUptina as shown on plans titled of
subdivislon plan prepared by name of designer dated date:
"A portion of this lot has been dots r r ted to meet the raqufxetncnts for
daslgaadan As a, rogulvo y wetiend,. Any subsogttcnt 1331 or alteration of
this wetland shell conform to thc_requirommts of state werland rules
adopted by the State of Forth Carolina in force at the time of the
prop=4 alteration. De, intent of ille doed testriollon is to prevent
additional wetland fill, so the property owtleir should snot asaiiz that a
fut= applivAdQn for fill s rft NW I be approvca. 'Cite proporry
owner shall report. the , name of the subdivision, in any appiicatton
pBrtaining io said wotIADd rules. This covenant 3s Irnit`lift4 to tasilrC
r,onduued complJozea with wetland rules adopted by the State of North
Carolina and therefore bomfits may be onto mod by the Stato of Nortb
Carolina. Trill covenant is to ruts with the laird and shall be binding on
all parties ahd all parsons claiming under- thorn."
Owv`s'ter's name
address (signature)
cityi state
Phone: (fl##) phone no.
S'i"AIM O NORTH CAROLL\A
COUNTY CFA
a Notary Fublio of the State of North Carolina, County 6f imunt:y,
hereby certify that owner personally'appeared before nee this day and executed the above
00^-'fication,
Witnoss my hand v d r<?tsrial seal, this _ day of 1995.
Notsry 'public)
MY CoMrrdssiozt expires _-
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William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
704-697-7334 • FAX [phone]
William G. Lapsley, P.E.
John Echeverri, P.E.
August 11, 1997
Mr. Pete Coldwell
Water Quality Certification Program
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, NC 27607
RE: Windsor Forest Subdivision
Water Quality Certification
Henderson County
Dear Mr. Coldwell:
Reference is made to your letter dated July 8,1997, which responded to our proposal
for wetland restoration work on the subject project. Our response is as follows:
1. Enclosed please find our source for the wetland seed mix. Please identify
which one we should use on this project site.,
2. The wetland preservation area on lots 95, 96, 97, 99, 100, 103, 104, 105, &
106 has already been deeded to individual property owners. They are all
supportive of the covenant and restriction on their property. It would be
impossible to get this land back to deed it over to a public trust organization.
Based upon your response, the Windsor-Aughtry Co, will complete the restoration work
within the next 90-120 days If you have any further questions or concerns, please feel free
to contact our office.
WGL/ec
cc: Drew Norwood, Windsor-Aughtry Co.
Paul White, Asheville Regional Office
David Baker, COE
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State of North Carolina
Department of Environ
Health and Natural Re;
Division of Water Quality
James B. Hunt, Jr., Goverr
Jonathan B. Howes, SecrE
A. Preston Howard, Jr., P.E
Asheville Regional Office
MEMORANDUM

i 900MA
=HNR
TO: Pete Colwell
Wetlands and Aquatic Plants
FROM: Michael R. P r er
Paul White
F,???oGt? ?! CFO
Asheville R gional
Office
SUBJECT: Comments Regarding Mitigation Plan ti??NTq 99
South Chase Subdivision
Windsor Forrest Subdivision `?cFs
Henderson County
Paul and I have reviewed the mitigation information
submitted by Mr. Bill Lapsley on behalf of Mr. Drew Norwood who
is the developer of both subdivision's. Our comments are listed
below:
South Chase Subdivision
If trees are planted on each side of the long ditch, what will
prevent the individual property owners from cutting them down in
the future? Is there any way to get an agreement or deed
restriction from each property owner to prevent the cutting of
these trees?
If an agreement is reached with the adjacent property owner that
will allow Mr. Norwood to construct a wetland south of the
property to treat stormwater, construction plans of this wetland
and associated species should be submitted to DWQ for approval.
Interchange Building, 59 Woodfin Place FAX [phone]
Asheville, North Carolina 28801 NNQfC An Equal Opportunity/Affirmative Action tmployer
Voice 704-251-6208 50% recycles/ 10% post-consumer paper

Pete Colwell
July 7, 1997
Page Two
It is recommended that the wetlands adjacent to U. S. Highway 25
be consolidated into one wetland, approximately two acres,
instead of the wetlands being owned by individual property owners
as the site plan presently indicates and this property be given
to a group like the Trust for Public Lands or the Elisha Mitchell
Audubon Society, Inc.
Windsor Forrest Subdisivion
Please indicated the type of plants to be used in the wetland mix
indicated in the June 6, 1997 letter to John Dorney.
If you have questions, please call Paul White or me at 704/251-
6208.
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State of North Carolina
Department of Environment, ffl??Vj
17
Health and Natural Resources 1 • •
Division of Water Quality
Ja mes B. Hunt, Jr., G ove mor
Jonathan B. Howes, Secretary I E H N FI
A. Preston Howard, Jr., P.E., Director
May 12, 1997
Henderson County
DWQ Project # 92725 & 95771
Mr. F. A. Norwood, V. P.
Windsor-Aughtry Company, Inc.
P. O. Box 16449
Greenville, South Carolina 25606
Re: Notice of Violation of the 401 Water Quality Certification for Windsor Forest and
Southchase Subdivisions
Dear Mr. Norwood:
This letter will serve to summarize our onsite meeting with Paul White and Mike Parker of
the DWQ Asheville Regional Office on May 1, 1997. The purpose of the meeting was to examine
the stream and wetland impacts and discuss resolution of the Notice of Violation issued to you for
the Southchase and Windsor Forest Subdivisions off Fanning Bridge Road near Fletcher, NC.
At Windsor Forest we found that approximately 350 feet of stream had been channelized
and rip rapped around the road crossing and along the sewer line. We also determined that it was
very likely that wetlands adjacent to the stream on the north side of Tulip Tree Court had also
been filled with the installation of the sewer line and the road and that wetlands on lot 103 also
had been impacted. As we discussed in the field, you will need to have the US Army Corps of
Engineers determine the extent of the wetlands and wetland impacts on the project before we can
sort out the corrective actions that need to be taken. You had indicated that you would put
conservation easements on the remaining wetlands along the creek as a means to mitigate for the
impacts to the wetlands, but this was required by the original 401 Certification and will not fully
offset the impacts on your project. It is likely that some stream and wetland restoration will be
required.
At Southchase Subdivision, we found a number of impacts not authorized by 401 Water
Quality Certifications, including three additional stream crossings, a large ditch carrying the flow
from two small streams, and a large road crossing with wetland fill along near US 25. I am not
convinced that there was not some stream channelization and other impacts associated with the
large ditch through the lower part of the subdivision. However, I also realize that it would be
very difficult to do any restoration along the ditch because of the large numbers of individual
property owners involved. At the construction entrance road crossing off US 25, we estimated
that as much as 0.5 acres of wetlands may have been impacted by fill.
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity AtBmiadve Acdon Employer 50% recycled/10% post consumer paper
Several measures were discussed as potential mitigation for the wetland and stream
impacts in Southchase. You offered to remove the lot fill near the US 25 road crossing and
dedicate the wetlands on lots 188, 189, and 263 to 270 as a conservation area prohibiting future
development. We understand that without this protection these wetlands could be threatened by
future development along US 25. We also discussed the planting of trees and/or shrubs along the
main ditch to provide shade and some habitat value. And finally we discussed the construction of
a stormwater pond or wetland biofilter that would treat the subdivision runoff before it enters
Cane Creek. I have enclosed some examples of these. The Division feels that the above measures
would reasonably offset the water quality impacts created by Southchase project.
In order to keep our files up to date and to adequately monitor the above projects, the I
Division requests as built and proposed plans for the entire subdivisions showing all stream
crossings, wetland impacts, and proposed structures. We look forward to receiving the
information on Windsor Forest and your plans to mitigate for the impacts at Southchase.
Your cooperation in resolving this violation as quickly as possible is appreciated. Should
you have questions about this action please contact Paul White or Mike Parker at the DWQ
Asheville Regional Office [phone] or myself at [phone].
r
Sincerely,
D?&
E
Peter Colwell
Water
Quality Certification Program
3
cc: Central Files
Paul White, Mike Parker, DWQ Asheville Regional Office
John Dorney, DWQ Raleigh Central Office
David Baker, USACOE Asheville Field Office
Jill Hickey, NC Attorney General's Office
Sthchase.vio2
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State of North Carolina
Department of Environment,
Health and Natural Resources
Dvision of Environmental Management
Jcmes B. Hunt, Jr„ Governor
Jcnathan B, Howes, Secretary
A Preston Howard, Jr„ P.E., Director
Al 74**A
ID F== F=1
August 15, 1995
Henderson County
DEM Project # 95771
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Winsdor Aughtrey Company
P. 0. Box 16449
Greemille, S.C. 29606
Dear Mr. Sirs:
FILE COPT
You have our approval to place fill material in 0.1 acres of wetlands or waters for the purpose of
road crossing and sewer line at Windsor Forest subdivision, Section II, as you described in your
application dated 17 July 1995. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Numbers 2732 and 2664. These certifications allow
you to use Nationwide Permit Numbers 14 and 12 when they are issued by the Corps of Engineers.
This approval is only valid 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.
For this approval to be valid, you must follow the conditions listed in the attached certification. Deed
restrictions shall be placed on all lots with jurisdictional wetlands or streams to prevent future fill. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sin rely,
Sim
ston Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
Gary Tweed; William Lapsley and Associates 95771.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
Ja mes B. Hunt, Jr., G ove mor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
NI.KMAI
IT 0 0
A&?Ja
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[D F= F=1
April 7, 1997
Henderson County
DWQ Project # 95771
COE #199702312
CERTIFIED MAIL, RETURN RECEIPT REQUESTED
Mr. F. A. Norwood, V. P.
Windsor-Aughtry Company, Inc.
P. O. Box 16449
Greenville, South Carolina 25606
Re: Notice of Violation of the 401 Water Quality Certification for Windsor Forest Subdivision
Dear Mr. Norwood:
On August 15, 1995 you were issued General Water Quality Certification No. 2732
authorizing 0.1 acres of stream impacts for a road crossing and sewer line needed to develop
Windsor Forest Subdivision off Fanning Bridge Road near Fletcher, NC. This certification was
issued only for the impacts associated with the road crossing at Tulip Tree Court and the sewer
line. The certification also contained the additional condition that deed restrictions shall be placed
on all lots with jurisdictional wetlands or streams to prevent future fill.
As part of an ongoing compliance monitoring and enforcement program for 401
Water Quality Certifications Mike Parker from the Division's Asheville Regional Office, Pete
Colwell from this Office, and myself made a site visit to Windsor Forest Subdivision on March 18,
1997. We found that the stream crossing and sewer line had been installed as approved.
However, in the area of the road crossing, the stream had been channelized for several hundred
feet without authorization. It also appears that the road design and lot layout for the subdivision
may have changed.
The Division requests that you CEASE AND DESIST any further unauthorized activities
in waters or wetlands of the State. Continuation of the unauthorized activities may result in civil
penalties or other legal action against you. In order to resolve this matter you are requested to
respond to this letter within 10 days as to your intentions and actions to resolve this matter and
abate continuing violations. The Division also requests as built and proposed plans for the entire
subdivision showing all stream crossings, wetland impacts, and proposed structures. An on site
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX # [phone]
50'/o recycled/10% post consumer paper
I
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meeting with you or your representative and the USACOE will likely be needed to resolve many
these issues. By copy of this letter the Division is requesting that the USACOE also review this
project and place any pending applications for this project on administrative hold until this
violation is resolved. Based on a fax from Mr. Mark Ledford of Ledford Engineering dated 3
April 1997, we understand that you want to withdraw your application to move 640 feet of
Kimsey creek to facilitate residential construction. We will retire this project but will still need to
resolve the other matters described in this letter.
Your cooperation in resolving this violation as quickly as possible is appreciated. Should
you have questions about this action please contact Paul White or Mike Parker at the DWQ
Asheville Regional Office [phone] or Pete Colwell or myself at [phone].
in 1 rely,
J n R. Dorney
ater Quality Cert' c ion Program
cc: Central Files
Paul White, Mike Parker, DWQ Asheville Regional Office
Pete Colwell, DWQ Raleigh Central Office
Steve Chapin, USACOE Asheville Field Office
Gary Tweed, W. G. Lapsley & Assoc.
Jill Hickey, NC Attorney General's Office
WinForest.vio

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
Ja mes B. Hunt, Jr., G ove mor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
41*
ED EE F1
April 7, 1997
Henderson County
DWQ Project # 95771
COE #199702312
CERTIFIED MAIL, RETURN RECEIPT REQUESTED
Mr. F. A. Norwood, V. P.
Windsor-Aughtry Company, Inc.
P. O. Box 16449
Greenville, South Carolina 25606
Re: Notice of Violation of the 401 Water Quality Certification for Windsor Forest Subdivision
Dear Mr. Norwood:
On August 15, 1995 you were issued General Water Quality Certification No. 2732
authorizing 0.1 acres of stream impacts for a road crossing and sewer line needed to develop
Windsor Forest Subdivision off Fanning Bridge Road near Fletcher, NC. This certification was
issued only for the impacts associated with the road crossing at Tulip Tree Court and the sewer
line. The certification also contained the additional condition that deed restrictions shall be placed
on all lots with jurisdictional wetlands or streams to prevent future fill.
As part of an ongoing compliance monitoring and enforcement program for 401
Water Quality Certifications Mike Parker from the Division's Asheville Regional Office, Pete
Colwell from this Office, and myself made a site visit to Windsor Forest Subdivision on March 18,
1997. We found that the stream crossing and sewer line had been installed as approved.
However, in the area of the road crossing, the stream had been channelized for several hundred
feet without authorization. It also appears that the road design and lot layout for the subdivision
may have changed.
The Division requests that you CEASE AND DESIST any further unauthorized activities
in waters or wetlands of the State. Continuation of the unauthorized activities may result in civil
penalties or other legal action against you. In order to resolve this matter you are requested to
respond to this letter within 10 days as to your intentions and actions to resolve this matter and
abate continuing violations. The Division also requests as built and proposed plans for the entire
subdivision showing all stream crossings, wetland impacts, and proposed structures. An on site
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX # [phone]
500/6 recycled/l0% post consumer paper

meeting with you or your representative and the USACOE will likely be needed to resolve many
these issues. By copy of this letter the Division is requesting that the USACOE also review this
project and place any pending applications for this project on administrative hold until this
violation is resolved. Based on a fax from Mr. Mark Ledford of Ledford Engineering dated 3
April 1997, we understand that you want to withdraw your application to move 640 feet of
Kimsey creek to facilitate residential construction. We will retire this project but will still need to
resolve the other matters described in this letter.
Your cooperation in resolving this violation as quickly as possible is appreciated. Should
you have questions about this action please contact Paul White or Mike Parker at the DWQ
Asheville Regional Office [phone] or Pete Colwell or myself at [phone].
incerely,
John R. Dorney
Water Quality Cert' c ion Program
cc: Central Files
Paul White, Mike Parker, DWQ Asheville Regional Office
Pete Colwell, DWQ Raleigh Central Office
Steve Chapin, USACOE Asheville Field Office
Gary Tweed, W. G. Lapsley & Assoc.
Jill Hickey, NC Attorney General's Office
WinForest.vio
LEDFORD ENGINEERING INCORPORATED
Q
Engineers & Land Surveyors
56 Ravenscroft Dr,
P.O. Box 2217
Ashovillo, NC ?8802
1-800-654-8801
April 3, 1907 FAX [phone]
Mr. Steve Chapin
U.S. Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Re: Windsor Forest Phase IV Subdivision
Dear Steve:
Subsequent to the letter of March 17, 1997, from Mr. John Dorney to The Windsor
Aughtry Company, and the meeting set up by Mr. Larry Lewison of this office for April
8, 1997, please note that The Windsor Aughtry Company has decided upon design
changes for the referenced project.
As a result of their decision, the proposed Kimsey Creek relocation will not be necessai_y
and neither will our scheduled meeting. Therefore, on behalf of The Windsor Aughtry
Company, we request the proposal to relocate 640 feet of stream be withdrawn.
cerely,
Mark T. L dfoWd- MTL
/if
cc: Mr. Drew Norwood
Mr. Paul White
Mr. John Domey

State of North Carolina
Department of Environment,
Health and Natural Resources
Ja mesa Hunt, Jr., G ove mor
Jonathan & Howes, Secretary
Steven J. Levitas, Deputy Secretary

FAX TO: Mak / Wh fe-
A RO
?EHNR
Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
FAX:[phone]
,- 1,C-e- filar k? ?' I FAX NUMBER: 3
FROM:
PHONE:
NO. OF PAGES INCLUDING THIS SHEET:

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DIVISION OF WATER QUALITY
WATER QUALITY SECTION
401 COMPLIANCE MONITORING
FORM
DWQ Investigator: M, , A r o Z 9 Cd (`VW DWQ # 9f 77?
Date : 311588 Time: -S; 00 Regional Office: County: (P?u p?sati
Project Name: wl-nkt,- F,'es-?
Permittee: Ati4tre, Co,
Location of Project: 0(1 Fa Nh Leg &AC
Type of Development Authorized: ?JrN ` 11 t / 561666V,
Type of Permit / Water Quality Certification: Val Iq 112-
Type Z, Z66?
of Impact:
Wetland Type and DWQ Rating:
Nearest Stream: ?rSPy ??'? P?? Basin/Sub.:
Distance of Wetland Impact from Nearest Surface Water: d " SC>
Specific 401 Conditions: xellel /i'PS
/ L L
- W-eil U old 5 4-Pq 4177S ZG ?P? (/?c, f jay fa Ae- Kl-Il
Is project in compliance with all conditions: Y
Comments / Description: G P09 i 149 4-a5 G1'ee AaW iP-e?l
C?ymoPtj-zed oti i ??t?vSide o?GVass, may,-%??uve /l e??fes leas
Signature:
Is there a violation of the 401 Certification authorization ? /mss
If so complete the enforcement section on the back of this form and forward copy to
the Central / Regional Office.

Date: 31, ?` ? 7
DWQ 12/96
ENFORCEMENT
1. Is there a previous history of 404 / 401 activity on the property?
If so, give any details:
/Vv
Nature of Violation (fill, excavation, etc.): all u0 (z( c ?tg?ivt z Q ebGv ????
V,14d htiri-a( 01- deer Acres: ,
Wetland Rating (if possible):
Significant uses impacted:
5'f tlea wt i 0.1/9,qc-6
Were downstream uses impacted?
°f
Could the impacts have been avoided or significantly minimized?
Could the activity have been authorized? >Vd
Is restoration or mitigation appropriate for the unavoidable impacts? PS
Staff Recommendations for Future Action:
V1A0?e (14(o

or f7 6 -f114/ ; f; e3 r

04/07/1997 14:46 7042516452
LEDFORD ENGINEERING INCORPORATED
Consulting Engineers & Land Surveyors
PAGE 01
April 3, 1997
Mr. Steve Chapin
U. S. Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28901_5006
Re: Windsor Forest Phase IV Subdivision
Dear Steve:
APR "" 7 i9?37 ' Subsequent to the letter of March .17, 1997, from A& Jahn Dorney to The Windsor
Aughny Company, and the meeting set up by Mr. Larry Lewison of this office for April
8, 1997, please note that The Windsor Aughtry Company has decided upon design
changes for the referenced project.
As a result of thcir decision, the proposed Kimsey Creek relocation will not be necessary
and neither will our scheduled meeting. Therefore, on behalf of The Windsor Aughtry
Company, we request the proposal to relocate .640 feet of stream be withdrawn.
cerely,
Post-ft" Fax Note 7671 10a* j2?1 P-P
Mar • T. dford, . E.

MTL/j f i
cc: Mr. Drew Norwood ?
Mr. Paul White
Mr. John Dorney
56 Rovenscroft Dr.
P.O. Box 2217
Asheville, NC 28902
[phone]
1-800-654.8891
FAX [phone]

DEPARTMENT OF THt ARMY C?
Wilmington} District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890 J\J
?.
Action ID No. 199702312 p4bruary 13, 1997
PUBLIC NOTI,?
The WINDSOR AUGHTRY COMPANY, Post Office Box 16449, Station B,
Greenville, South Carolina 29606 has applied for a Department of the Army
(DA) permit to RELOCATE APPROXIMATELY 640 LINEAR FEET OF KIMSEY CREEK AS PART
OF THE PROPOSED WINDSOR FOREST PHASE IV SUBDIVISION LOCATED ON THE NORTH SIDE
OF FANNING BRIDGE ROAD, near Fletcher, in Henderson County, North Carolina.
The following description of the work is.taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show that the applicant proposes to relocate approximately
640 linear feet of Kimsey Creek into a newly constructed channel which will be
approximately 500 linear feet. The purpose of the work is to accommodate the
construction of a 37 lot residential development. The existing stream channel
is currently running through four of the proposed lots and the applicant wants
to move this portion of the channel off of the proposed lots and into an
adjacent new channel. Downstream from the relocation project, the remainder
of the creek on the property (approximately 1,100 linear feet) will be left
intact. In addition, at least 10 feet of vegetated buffer from the top of the
bank landward will be left along the 1,100 linear feet of existing channel and
the 500 linear feet of new channel. The new channel will be constructed and
completely stabilized before flow is turned into it. Plans showing the work
are included with this public notice.
The State of North Carolina will review this public notice to determine
the need for the applicant to obtain any required State authorization. No
Department of the Army (DA) permit will be issued until the coordinated State
viewpoint on the proposal has been received and reviewed by this agency, nor
will a DA permit be issued until the North Carolina Department of Environment,
Health and Natural Resources (NCDEHNR) has determined the applicability of a
Water Quality Certificate as required by PL 92-500.
This application is being considered pursuant to Section 404 of the Clean
Water Act (33 U.S.C. 1344). Any person may request, in writing within the
comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the

-2-
District Engineer, and he is otherwise unaware of the presence of such
resources. Presently, unknown archeological, scientific, prehistorical, or
historical data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance with Executive order
11988), land use, navigation, shore erosion and accretion, recreation, water
supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the
placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies, 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer
determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment (EA) and/or an Environmental
Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and
to determine the overall public interest of the proposed activity.
District Engineer, and he is otherwise unaware of the presence of such
resources. Presently, unknown archeological, scientific, prehistorical, or
historical data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance with Executive order
11988), land use, navigation, shore erosion and accretion, recreation, water
supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the
placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies, 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer
determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment (EA) and/or an Environmental
Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and
to determine the overall public interest of the proposed activity.

-3-
Generally, the decision whether to issue this Department of the Army (DA)
permit will not be made until the North Carolina Division of Water Quality
(NCDWQ) issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The NCDWQ considers whether or not the
proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act. The application and this public notice for the Department of
the Army (DA) permit serves as application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of the Environmental Operations Section,
North Carolina Division of Environment, Health and Natural Resources
(NCDEHNR), Copies of such materials will be furnished to any person
requesting copies upon payment of reproduction costs.
The North Carolina Department of Environment, Health and Natural
Resources (NCDEHNR), plans to take final action in the issuance of the Clean
Water Act certification on or after March 7, 1997.
All persons desiring to make comments regarding the application for
Clean Water Act certification should do so in writing delivered to the
North Carolina Department of Environment, Health and Natural Resources,
Division of Water Quality, 4401 Reedy Creek Road, Raleigh, North Carolina
27607, on or before March 7, 1997, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Steve Chapin, until 4:15 p.m.,
March 14, 1997, or telephone [phone].
1
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State of North Carolina
` Department of Environment,
Health and Natural Resources
James & Hunt, Jr., G ovemor
Jonathan & Howes, Secretary
Steven J. Levitas, Deputy Secretary

T4
IM OL
E:)EHNF1
Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
FAX:[phone]
FROM:
PHONE:
NO. OF PAGES INCLUDING THIS SHEET: '
C???kl4:'ti? ?? (U???i70.?rr I?
Av r` G ti Y` I? / 1.
V,
William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
704-697-7334 • FAX [phone]
William G. Lapsley, P.E.
July 17, 1995 r1 q??1?r•?? Gary Tweed, P. E.
r. John B..Jeter, P.E.
Mr. Steve Chapin Philip Ward, L.S.A.
U.S. Army Corps of Engineers
151 Patton Avenue
Asheville, North Carolina 28801-5006
Ref: 401 Application
Proposed Stream Culvert
Windsor Forest Subdivision
Section III
Henderson County, North Carolina
Dear Mr. Chapin:
In follow up to our telephone conversation this day enclosed
is the requested 401 application for the sanitary sewer
construction proposed by Windsor Aughtrey Company for the Windsor
Forest Subdivision Section III off Fanning Bridge Road in Henderson
County, North Carolina. Section III of the subdivision contains a
small unnamed tributary to Kimsey Creek. It is proposed' to
construct a 8 inch sanitary sewer along this stream making three
stream crossings. All crossings will be below the stream bed with
original ground and stream bed to be restore to -original
conditions.
As requested seven copies of this application have been
forwarded to the State and one to the Wildlife Resources
Commission. The N.C. Division of Environmental Management has
previously issued a permit for the proposed sanitary sewer
construction. Should there be any questions or additional
information needed, please contact our office at 704-697-7334.
Sincerely yours,
i
Par T. Tweed, P.E.
cc John Dorney ?
David Yow
~
%0* Printed of aecyeled Paper
OEM 'ID:
ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
?1. OWNERS NAME: -- SO R. r-tL4L>Wj -4F-q
v12. OWNERS ADDRESS: ?•O•
V-'3. OWNERS PHONE NUMBER (HOME):
(WORK) : G23--
? 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE QFFI AL, ADDRESS,
PHONE NUMBER: A • d, V/?? , zr.•_;
0,0,? pqu
•v. 3
,
?nJC? ?/"a r Z• &Pr2-'1 T• [.JL? ??? uR- 6 IS r?stl.-? J s.
? 5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: u.,Z
14 rr-
NEAREST TOWN OR CITYi- Tc.
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): ?c? 15
Pte' ?+ ? r? gas ???-, 0,'c- 'k U-r,-- ?J 4-r 13S7
P&--I) T- gk?n0,tiv ?3Z41
-15 t' v? ZE0I SZ ?3S'R 5?- ?
f •- rL1 1 #L rT-P ? f- N 1.-
6. NAME OF CLOSEST STREAM/RIVER: (/IN^lA?.i=.?3wiA 7y IG,.s ??7,n.??
? 7. RIVER BASIN: 8. IS THIS PROJECT LOCATED IN A WATERSHED ASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO [
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES NO [ ] _
IF YES, EXPLAIN. jy.Z S?G.• /3?n G2p_s,,?L T,-., 60 CL/<-C-4
V'10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2/3/92

-2-
V '1. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED:
DRAINED:
FLOODED: of
EXCAVATED:
TOTAL IMPACTED:
?12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS) :
S,?,??-?/Z . C,?o55/N G? __ LIN7.L,Z?/.tf!-7?? T : ?.t/,? /.J-r- 13. PURPOSE OF PROPOSED WORK:
S/,1.zi , r?z ?'i£c ??iZ CO•-•s: ,z?? i.?
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ j NO [ j
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [ j NO ( ]
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM: _
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY.
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY?
0-1;s-
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DlSPnSAt.?
-rn. ,
r s z+ • -
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WATER~YSTEM FOOTAGE ~ ye~e ~arrat ro tuTCa stare or AfrItALT rrttT. ^ • .r. lD1ACrlR MTMM - ..-a b ~ /
2 TOTAL \ SEC _ 1 3 i ! I;OiB A 00TRS 1LLT )u YAQmi6 l:a"..' / • \1 r •,or / affA11i0 Olt A00RD pt MAR . .
65 800 3250 6 ~ 800 , rROYI~ COMRl6T10N 101M1! ~ 10' .yr, e
3 1 . w' nrtatrua »fSaa. r s t~m ~ -I I /
2 ~ 950 950 1,7~O ,620 , ti S140CTUn , \ / IQCAt. RESIt1ENtlat. NOAD 4. COIRACT tVlOMDL TO9~ l(/SfMVM 1000 P9 ~F +i~ `
~ 1 c~ k SEWER SYSTEM FOOTAGE ~ , ~ OdY DQ1WT1' (A7T11 D-60Q ~ I I
IsT ~ ~ xc~ 8oss>?a ~ 8oss~ T~ CONCRETE B GUTTER , i
Wa~-E~ C s, 2 3 TOTAL SEC l ~ fi 2 t.1~.T`• t•~IA.~-1F~1 N , ~ TAYLOR, JAMES LOUISE xra t>r I ,r I ~
~ 2 ~'v. ~ ~ 1 ~ - i 5481649 I I
g , 7,1 3,12 7 5)5 ~ ~ 0 ~ ~ o ~ ~ ~ I ~ I / / i
~ ~ / ~ i' ~ / HESIDFMIAL t:llllECTOA PDAO
~,p th fe G.v.~BoX N - / C i w. e ~ NOT~• ~r / ~ ~ , r , r ~ tta a
C~ \ 2 WaTdzL l~l ~ ~ - ~ ,w~ a / , ,u, r va A~I'(I IMUM l0 FT. HoRIx~IJTAL I „ca..~
a tJ 1 Cp c-SbR 21) r" - _ ~ ~ 16" V~RTIGA~. SEPARATIO?.1. i i
~ / r+~ r' ~i • ~ o ~ i ' ~ 6ET?->~N ?~WTER AND SANITARY „ / 5/5 /
r o~ ~ Iz ~ sEU~R U~l~s MusT ae MAtrl'f~~Jee• ,.tr h - WHERE TH>r SEW~2 LINE '
0 - - ' 8 QS Sa,IJ i h:R ~ I~lf?R. ~ ° ~ T Y ~ CF, 1~LLIe ~ \ -57___ Q~ ~ ~ / ' IIJ'S ALLA' IoN DoL`s NCI' ~F~1"I ~
~ a ~ Cp.,c, -srm as ~ ~ ~ -r I. . ~ ~ ~ U 5 8 P H#30 _ _ L A F R T, T . , 4 . SECrIa+ as ADY Helrs o u h vE be ore ou ~~pp T ;i1S f~A IRE Ca•1T OR. NA ~ C y T y
~ ~ ~ ~ \ \ W ~ 2' $I-•d~l-o ~ ~A M•Nlrlu f1. CO1%ER aF' 3(0" FRpM .a~,. a ~ w ~ ~ ~ 621200 - 4 ~ THE • GROUND. SUtZFA~ ~ 12' w
'^iC'a" ~ ~ ~ ~ ~ ~ (n ~ r ~ i z / / = vERT1uL SEPARATION FROM 5(bRr1 E"'
~1~{.tr ~ 1 i ~ / 9 ~ ~ ,22 ~ ~ 1 ~ ~ ' 11 u pRA+INAC~E LINES -THE. SEWF12 i?b Q
- p~ ~ - l k I ~ - ~ Q „ PIPE MUST pE aF A. FERR~I••IS Q 2 ~ I,.la,-tt~. L.il.~ M4 ealAG.. Z
23 ~ 60 i P 2 „ \ ~ ? - ~ - ./c-5CR.2i> ' T FOWLER, ETTA MINNIE P r'
~ r~ ~ / ~ / u,,, i 4~ t. / ~ i ~ ~ ~ - - - 54 5291629
61 ~ „n„~~ itk. ~~,la~'6t'i ~ ~ 2 ~ / 'PM 3 - R~.. ae„ i 8 ~ 8 ~ ~ ~ „ z~
~Stlr.~ri R A S~.Wt~. 1 p~ , / ~ ~ ~ ,N~~ G N ~ ~ og ~ ~ o ~ 3 ,un~ G x~ x~' -ICE •Z' , _ / Z ~ ~ Q
- X14 ~ _ i ~ ~ G.v~,ia~xc - , 9 ~ Q V
445 7 , ~ ~ ~ / 1~ ~ ~ ~ 1~° -~,~,ti;+" 6~ ~ S 3 133 L1~11r E \ !J - ,.•K"'~ ~ - ,~o~~ ~11~7rs,~~ ; ~ ~ ~ - - - . MH 3 Y x „u, 7 5 3 ~ I N~R~trH ~ r ~ ~ 94 ~ ~ ~ U,U x
~ 6 ~ ~ ~ t ,v~~ 2 ~ C~1~v.1-~ ~ v ~t~ ~ f ~ b ~ " I' ~ / ~ 1 x uo~ ~ G x 2 n - / / ~ / ~ 1 w ~ ~ ~ i
MN#15 ~ q. 1 v~. i ~ \ - - l ,
#1 - J ~ ~ l / ~ - i 'MH#2 : -f~ . H 16 2~1 ~ / ~ ;i, ~ ~ / ~5 1 I ~ _ ~ ` ~ , ~
D , ~ I r I / I ~ - ~ , ~ 1 ~ \ ~ ~ ~ 5 ~ ~
0 ~ 20 r „ 7 4 ~ , ~ ~ ~ ¢~s I I ~ ~ ~ I , ~ •
/ 3 2 i p~~ ~ ~ ~ s _ ~ ~ 3 4 ~ ~ I ~ ~ w
N 6 1 / \ - : / / ~ ~ - i ~ ~t ~ ( i , - H ~ a ~ # ~ ~ ~ N ~~6 I i , I _ , ~ _ _ - ~ r---~- /
~ i ~ / / _ I ~ / / _ ~ N _ ~ s Exist ~ ~ ~ ~ \ , ~ / / , ~ ~ ~ , r , \ ~ ~ r~/
1 9 ~ ~ ~ ~ : ~ ~ rn > 2 2~ w s
~ . • ~ ' \ ~ ~ ~ : ~ c = \ 20 S~ T ~ _ ~ 35~ / ~ 34 ~ : 1 t ~ ~ ~ j ~ ,
~ g \ I i n ~ ~ _ / I ~ / 5 0 ~ ~3- ; I ~ ~ o 9 ~ 5 0' ~ ~ 4 8 ~ ~ I ~ ~ 1 ~ ~ ~ ~
~I~ vv ~ ; ~ I ~ 19 ~ / ~ w
A ~ ~ ~ ~ G.`X.~ i ~ S PMF~ ~ ! ~ A A 0 - I ~ ~ ~ W
. A ~ ~ ~ ~ / n ~ ~ i ~ Of~ ~ ~ ~ ~ x.2 1~ ~l~2 - , i r ~ • 1.1A ~ ~ Of~ ~ - r r- ~ n.a 1 ~ ,
IR Q ~ ~ ~1 ~ i ~ ~ -ss LP ~ ~ . ~ 33 MH#~6 v , _ ~ 7 7; ~ ~ , , ~ ~ v vE ~ (,'FAG 35) ~ s ~ ~ ~ z
~ / / ~ 3, ~ I ~ , ~ ~ ~ , ~ I ~ 2 1 ~ ~ ~ ~ pl ~ MH 5 w
o , \ _ ; ~ ~ ! A i , . o ZZ # ~
~ ~ , 3 ~s. ~ ~ ~ r z ~.pr• '~~r~ z , 47' ~ ~ ~ 3 a ~
•r V ~ : ~ ~ x q ~ MH#1 ~ ~ Z ~ o ~ ~ ~ ~ ~ . ,t \
~ / I ~ ' ~ ~ ~ ` ~ 1~ 31 ~ ~ ; / 4 ~ ~ 1 i ~ a I
~ ~ ti . - 1 ? 9 ~ 4 3 N ~ NEAL. JOYCE HAROLDINE x` 1JG TA 1- ~ ~
~ ~h, , • 32 7 , _ Y ~ _ ~ xC, TE.b• ~ 9
- i 71 / y ~ ~ 8 ~ PMH#4 46 - .
I 8
/ r•ERLtI~ ~ ~s~l..la. ~ ~-IY ~ - • 1'~ ~
~ v . G,G~•~,~aic 14 r , CPv •c - b1~i bRi ~ - 9~ ia) / Ii ~ ~ 4 5 1~~- , Io~J
~ ~ ~ 4 5 ~ ~ ~ ~ vy 4 16 , G~ , 7 0 t- . / ~
lS' `~E1 Y ~ ~ ~ ~ ~ f Iq.J s~ O ~ • - - ~ 99 ~ - ' • Sib r
rV° , ; 6 NOTE: ACREAGE BY PLANIMETER ~~.t.1ct? ~ a,,,,,,~ 15 ; sa.~lt~lrr S~ r u / ~ f--I alY ~ ' ~ ~ ITb~
Y 1 i , ~ / 3s ~ ~ - - - 7 9 ~.ta.k. I ~ ~ ~ I -
q4, • ~ / ACREAGE DOES NOT- INCLUDE 1 1 ~ nnu ~ ~ ~3 . ~LIIJ>? ~ - it ~V - I , L - - ~,~~/sue ~ ~ l w~ r ~ s>~ W
R.O.W. OF FANNING BRIDGE 0 sEt~l~tt ~ ~ ~ ~ , ~ , ~ ~ ~ 1 - ~iy 1 ~ ~ G_ 1 ~ 3~),1-I , c , 1 '~x~ - ~ ~ ~ . ~ ' l ~ z
Rrc 3s 5 LN.IE ~ ~ 1 ~ ~ ~ _~uTLE:~~~_~o~a _ - - _ _ _ ~ ~ _ _ ~
~ ~ _ _ ~ ~ G ~ ~r c ~ , n q q ~ ~C IST~1I,.IC \ ~ l i~ -ra~~ T. 'tp$P , ~ . ~ 'toff '2 ~ ~ ~ ~!~u,~y ''~`•s, ~ ~ i
~ \ • > 'J ~ ~ ~ 3 B P'_Uc j ~ _ / I / ~ ~ .9 ~ ~ „ cr,~
y ? ~ I ~ 4 2~ ~ ~ ~ 1 _ ~ ~ / • , U, - ~ M I $ , ~ ~ ~ ~ Q
~ l ~ ~ ~ - Di LANCE. EVA PAGE t~ ~ UN, t~o ~ ~ I ~ / i M' V ~ ~ ~ ~ ~ G.v~~x(~.~- r, W (z,
~ ~ 7 u ~ ~i , ~ 8 ~ ~ ~ , ? 430, 230
- J ~ 1 - ~ ~ 5 0 / 1~K ~
N ~ ~ • ~ ~ ~ x ~ ~ 3G q~ . ~ ~ „ z
SECTI N I 19..2± NI _ 0 ACRES 37LOTS GIJ'T'T' n, N _ _ - ~-t7w ~ ~ I C _ _ ~w_ ~ n~ ~ , \ ~ ~ _ _ / 6 ,3 ~ Gv~ ~ ~X. ~ e z
- ~ P SECTION II 15.4±ACRES 29 LOTS • ~ , o ~ ~ I ~ ~ , , ~ 101 ~T 0 1i I ~ wz
~ J ~ / x ~
SECTION III 24.4±ACRES 40 LOTS ~ Ip ~ ~ ~ G~~ CF - z ~ ~ ~ ,t ~ x ~ i~ l!' ~ ~ i ~ / E-r ~ ~i ~ a ~
59 ACRES 106 LOTS R ~ o v , ~ ~ I ~ ~ . 'n ~ , ~ / 1 ~ i I
~ i l; ~ ~ ~ ~ I ~ ~ - /
eneral Not s ~ ~ ~ 1~ ZONING -NONE _ _ ' sT~p lay 8'x8 . , \ ~\1 ~
- NDERSONVILLE ~ Im~~Y ~ ~ ~ ~ rht~~ ~ ^ WATER SUPPLY CITY OF HE , ~ / r~ / WRIGHT CHARLES J. ~ ~ -
rr arc ~ ~ v41~ \ ~ ~ ~ f ` ~i n, --6 6371329
SEWER -CANE CREEK WATER & SEWER, DISTRICT ~ / S 0 Z ~ z. To V Pf i r • '+s ~ ~ ~ ~ ~ i / ~ , U . 1- 7~ y ~ - i ~ ~ ~
a` ~ ~ , ~ ti~ ~ _ • i ~j ~ } , i
MINIMUM LOT SIZE 0.313ACRE NOT INCLUDING r,~.l~l ~.~c?s~~'?~I-~ ~ ~ U 5a4u..~ ooa~~•~rre! 1,JrM~ i • ~ ~ i ~ o 1 3 I ~ a , 1 ' -
MAXIMUM LOT SIZE 1.01 ACR STREET R!W ~ t~~~~ ~,>rrr~-,cam ~ J f'- ~ -
• : •cc~r {~~3 W PRIVATE STREET LENGTH SEC. X 3,300 ~ ~ Lrl-r ~ ~ i ~i i 4 ~ `n~ ~ aL~
' ~ ~I~Jlrit.lM or at;•, •ro -ray or ~r~ ~ ! ~ / ~clsn '4 ~ ~ - ~ &a'T~ ~
SEC. II 1,900 ~ ~ ~ ( 8' 6Jd.T U IJ~ ~ 814 ~ • I ~ ~ • i ~ L ~1 • , -
SEC. III 2,200 ~ ~.,s~. ~o~ ; U • GRAHAM, TO W z, z ~s ,
~ ~1~ o•z - 7301735 0
• 7 400' FT. ~ 1 V ~ 1, Ip ~ N t 0 _ ~ a , ;
BUl , ~ ~ N ~ 9o L>~ r ~ I r..l ~ - v. 0~• ,,,,.a 1.,,
- v, DEVELOPER - WINDSOR AUGHTRY COMPANY INC. ~ v ~ ' ' C W ~ ICo ~ t3a \O - ~ v? 1=4JG 4JT ~ 0 ~ Sly ~ ~ : ~ .
1,~. h ~ o ~ 't'~~~1~1~-1~lEl..tt• .'p E's Q ~ N 3 , ~ ~ PMN ~ ~c,e.ly, a.l_~ LIIJ~S ,
P.O. BOX 16449 GREENVILLE S.C. 29606 I~ ar ~ ~ MANHOLES EDULE a a ^ ' t ~ : ~ . ~4
a ~ / 803-271-9855 ~ N0. TOP LEV. INV. EL V. ~ / ~ CASE• RANDALL A.
ti ~ r• 1' A o, 1 2115.09, 2105.6 ~ ~ ~xls Z . ~ ~ 430/281
2 2117.00 0.0 T ~ ~ r~~ ~ - E"'
' 0 ~ ~ G 3 21z0.oo 2112. n 5 ENGINEER -SURVEYOR WILLIAM G. LAPSLEY & ASSOCIATES P A. ~ ~ ~ 4 - zlz5.oo zu7.oo o ~ ''o~ ~j.JL.IoL~ ~ ' fi 8E volb~~ ~G~;,:~ ~ ~ ~ W E"~
' G ~ n; S .00 2134.00 S~ ~ ~ ~C
P.O. BOX 546 HENDERSONVILLE N.C. 28793 ~ ~ 5 . 0 . 6 2146. 2136.00 Q • ti ~ 7 2132.00 .00 a Q
704-697-7334 • 4' a z17o.o0 2162. ,,oo I 4 , 6 ~ ~ ~ ~ CA ~ LL 0
9 2160.00 2149.00 ~t r S_ ~~T' , ~ 10 2177.00 2163.00
l3U S : {R'd o # s ? , 11 2178.00 2164.00 S I t~G ~ ~ - : o' of ~ , ; a ~xl T ® W ~
12 2120.00 2113.00 Sa.NirAR.Y :4 r. I l W s ~ H co.~e cR wa.T~21' (~0 R ~
~ 2- rj ~ ~ Ice: 13 2146.00 2134.00 . 14 2177.00 2162.00 • _ ~ s S~,.J ~ bls cT ~ I-I
~ • ~ I 15 2108.00 2102.00 Ut~~ ~ -12'95 A b.. o ~ ~ ~ s~ + e~P'4•• ~
LEGEND i 1 16 zil6.oo 211o.ao „ ,7 ' 11~, ~ 17 2138.00 2132.00 . z ~ ST•ING BALL, BESSIEL ti ~li•`
P E ROAD I -iy`15 1 . , ~ 18 2151.00 2135.00 ROPOS D L ~ - ; ~ ~T ~ 3441571 ~hn,~~•,?++'
~ ~ : 19 2146.00 2136.02 ~ ) ~ n i~ _ _ / ; , 7 ~ 20 2159.00 2145,00 / I ~ s?b ~ ~~irC~. yJ A~
LINE H l 19 95 , , ' ~ 21 2176.00 2160. `?0 R/W LINE R_l , • s~ ~ 1 y , / \ I . 8'~N'VN t IS ~ ~ ~S sl~~ ~ ~ i
i .,+~i ..v` ~fH. ) • 1 22 216',.0; 2i61.?;
LOT LINE LINE "I"`'' 23 2198.00 2182.: \ /~o ZS' A t- 1H ucT~~.1 W Kevisions date: 4I93
11 9-95 a,. Q s;a 24 2190.00 2182. X\ 11, Y', r r I 25 2193.00 2i93 12 y 6"0 & 2n0 WATERLINE 1 c SIflC S~wLR q S
L V 11 26 216".00 21a' r , ' Sp 2 3 F'opot, EJ. ~ loh. 92211 ~ R
27 2168.0{ 2160 PHASE LINE ~•••••••••••R p
LANE Z•Il- I~o t ` tZ1' u.3 f 28 218:4.,, 2169.0* I~ 29 2191.1'. drawn. khc s ~ sheet t . q R.
EXISTING WATER LINE L / - r _ A /Nk C Z-!(5 30 218;.00 ?1.o0 coax- Wss5i*-- Z
LOCATION MAP 31 2146.00 6.a. ~32 2156.00 c° s ~ 4 13 R r of 4-2$-1s 2"0 . GIlk-I~ H~
Z Ali- sm - - 6 c..+a_~,- -
\ k 3
LNCg

8" N.1JG _ ?~~a.L, .loYc~ I-~•cL~bli.l~ L4.}~1c~ ova. 'p,QG:~ ~ L~.~~F-I~r, CC~,N~.r'I. Tom' ~ i h.!'~IG~'1•, GNAt~I_I~ ,1 . ~ 34^41571 f I
(074/213 8 4f G'Y~ ~ ~ ~ w , „ ~ 430/230 8 x8 x L T ~ X37, • 730 735 I~ X37/329
- (0" GY• e ~
L~% t~R I1~
\
- _ m S.R.1 T ROAD RL ~ L~,DGE S.R. 1359 - col

q° f95. 1
i _ _ ~ ~ \ i ~
a , - 1- - 6-r ~ 'N
5 -i8o
YEr~P~.Y sILT ~ ~3 - T~r~1po A-R ITT .#J: t 8'IX S X~ f~ Y S L 1~.1'
I I., ~ 1'i,J I~(C~o ~ c t ~ 2o'~c2o',c . \ ( 4~ JI~Cao ~cilip / ~ I 3. V>? / (i~ x2.o x~• ~ t~lA-1~P ouTL~T r
> ~ '~li'-'~P ouT'L>"7' ~~~54~X~~ s• I IX 1 ~ \ TOTAL ~b.C~ 4~EA=0•G,2hG, / K5~ Cod / ~~i - /
a ! ~~l Sul ~.GI 1`~ ..r-~ T~. b~Sr1..It~a~J r O.~nz .6C. , l~l,-. ~ ~(o Ml; tz~Ul~ =o ~zx{,gooo .1,1 iloc~ /
TcYf~.1... bIS'Tl-tp~'fi,a#~A= C•86.c• _ oLUM~ 1'~vlb~.- 1128p c~
voLUK1 1'MH# 111'-~ \ / 1 ~ ~ a
ur~~ pno~t,~- i, cooc.~
\ _ ~ , ~ 10~ ~ ~
1. 00 50 104 / w o w ~ z
\ ~ 97 ~ ~ 1 I E~
- \ \ UNN~~ ~ D C'. 0. S ~ ~1C. ~ N~a.~' Z aas. r ~ Q s. ~ ~ I~~ ~ Q
7 1).90 AC. ~ 4 ~ ~ \ r ~ \ _ _ _ ~s ~ ~ ~ ~ - ~ l ~ ~ ~ i PtfIN # z Q ~ ~a / ~ Z
\ \ ~ \ a {t5 S.s fv 35 ~ t~Erf~ t) J I 1 ~ ' ~ i 0 0.
~ ~ ~ ~ - ~ I ~ ~ \ I ~ \ _ 0
d ~ 1.02 A ~ i ~Q ~ • z
~ ~ ~ ~ ~ - z1s _ - ~ ~ M 1 ~ ~ ~ Q
- ~ (1.55 AC, ~ b~l~ ~ / / 1 V
~ ~ Lam. r / ~ ~ ~ ~ / I, ~ x 9oL fta i
95 ~ \ ~T~I 'T'~:~1~(~6taY SILTT'f~,o.Q#2 ~ ~ /
~ ' I IJ~. 2134 ~ I LET I ~ ~ 45~ I I
~ ~a.81~1c ~ ~ \ - 8 ot.trL~; I i 1-~ \ Ii ~
~ ~ b1~.o IJL - 2 ~40~ * ~ ~ t .0,6,E ~us~'I?J~ I>s• i
\ ~ \ ~ ~ \ \ Y-. \ \ 2n o ~ ~ \ ~ o ~ ~ \ ~ ?'oT bist'Ut~I~D Q-1~.0. = I ~ o ~ i I Ge1.1c.11EtE ~ ~ Q w
voLU 'RE.t;?UI1~ . w
1.o x i, c1= N~bIJa1LS ~ ~ ; ~ ~ ~ - 1800 ~ ,
\ \ ~
~ \ ~ ~ u> > \ / / / 7v v 9 r. \ ~ r
\ ~ ~ ~ ~ - ~ v+
\ ~ ~ ~ ~ ~ X0.60 AC, AG \ \ /
~ ~ . ~ ~~K~ \ 10 \ \ 1 Gx
\ \ ~ (1.51 AC. _ ~ ~ ~ BIZ ~ ~ Q w
~ \ ~ ~ ~ - ).4
\ \ \ I ~ 215 .g 8aS s ~ \ 0•~-~~I~ O~{_ • ttww y4PE SECTION AA r M~1 \ \ ~ 1 LER z
1 ~ o _ olz, i ~ \ ~ I s, / \ ~ I~ 211 ~ ` I.I,yI w I;.l~ 2 \ 2 ~ vlane ~ Z
\ ` ry ~ ~ a \ \ W x
\ \ \ 1 ~ ~ ~ Yrtn iRICAL CUL-DE-SAC NO \ ~ ~ ~ \ S E ~ /
D ~ \ I ~ I ~ ' ~ \ IQ' \ CURB 6 GUTTER
\ ~ ~ r_ ~ \ ~ I / / O.1 1 A.C. I E ~ ~ b~l~ ~ \ ~ ~ \
\ 0.4I r1C. • ~ ~ ~ ~ ~ ~N~#9 ~ \ _ _ \ \ - l ~ \ \ 0.43 i1C. I ~
~ ~ _ ~ \ A ~ _ / i _ . . \ ~ t \ ~ T t ~ 1 ..,X+ I l ,11.11. M • ~/1. ~ I
I I - ~ 1 ~ ~ \ ~ ~ _ ~ t \ \ - ~ ,
1 ~ ~ - ~ ~ \ ~ / \ \ \ ~ - ~ ~ ~
i' ? ~ \ , 0.5 ? AC. 0.5,E ~ ~ l _ - ~ ~ , - ~ ~ -r r ~a~ . ~
~ _ _ - ~ i~>~t.,~ \ \ ~ ~ / - , \0, 35 ,
l / / - C1'~rc - St~.21 ~ v A \ ~1 2140 ~ \ \ c Z
/ ~ ~ • ~ v _ v ~ 0
~ / /
i ( ~ - 1 ~ \ - \ ~ / \ ~ ~
~ ~ i 1~ ~ a \ ` \ ~ M \ ~ , y ~ \ ~ 11(S1pENi1ll C0.lCC10N 110p0
~ / 77 _ _ ~ ~ ~ 7s t ® ~ i ~ ~ ~r f ~D \ \ .IIIM M
- r~ A / B N / , ~ 0 ~ x~ 'Tl~. t.~ \ 11 ` T 1 I II II I.f /i rt / ~
~ 0.5 ~ .1C. :,1 ~ , Co Gv$~'~ ~ ~ / ~ / ~ `i l.li.J~ 13 \ \ I- I i \ \ _
- - - - - / ~ i ~ ~o - I c • ~ {).3~ ,fit ~ _ \ ~ ~ _ _ Pi<t0 ~ I~~LMMARI~' ~11~ waa del _il.~ ~ ~ 1 J ~
/ ~ II r~P , 0. ~ 0 AC . t ~ ~ / ~ x21 ~ o ' • r \ \ Z \ ~ ~ ~O ~ \ \ \ 1 o w \ C /Std' 21~ \ . A z \ w
v~ ~ N TOTAL AREA 24.4 AC.
r r- ~ / \ G OWiv ~:R;'DI;VELOPER: ~ ~ 7s • LuG h s~~
~ / \ \ r II m - B~Ss ~ / ~ ~ I to uNE c ~ \ ~ - A RESIDENTIAL LOTS 40 ~ 81 p~ A ~ !
1'~~ 1 N DSOR ,AUGHT R 1~:'>~ / / ~ ~ 3 ~ I N i ~ • 11 8 ~ 1 r \ D STUBBED AREA 2.5 AC. ,t ~ ~ / ~ y ~ ~
/ 2 $Lo~l -[rte- \ ~ G v. ~1~ ~ ~ ' ~ 1-- ~0' MPt11V1 INC. ~ 0 ~ - . ~ / ~ ~ - I ; o ;1 z ~ ROADS - I UBLIC 2 20., LF \ \ ) .J \ ~ \ Q
I ~ ~ ~ t \ r.o. Bax 16449 ; - sb~~. ~ \ u. wz I i , \ \ ~ WATER -CITY OF ~ l.-~. 11C. 82 \
~ _ s # ~ \ ~ ~ ~ x / ~ \ i. ~ ~ .I I II \ pc. M HE~fDERSONVILLE A 'RI1'-1~. ~ lcCo CA ~E ~ ~
C;RE[NV(LLE, SC 29(106 ` I---qs / #icu --nl#'8 '~z t nrn- 1 I ~ ~ p T \ \ I _ $ 3 ,I - ~ _ t_ ~ \ .33 r~C. SEWER CANE CR EK z ~1' U E
- -c ~ / ! ~ \ ~ 1 J \ / ~If~ENr. \ I - WATER & SEWER DiSTRIC
1 + - ~ . u~ ~ i t \ v. ~ D ~ i i ~ \ ~ ~ ~ ~ r \ ~ ~ / \ I MIN. LOT SIZE .33 AC.
~,1VGINEER: ~ I1.61 AC. v.~~- , I+ ~ ~
\ WILLIAM G. LAPSLEY ~ ~r~N#ii ~ 75 _ ~ ~ ~ / / ~ \ Is \ _ MAX. LOT SIZE 1.04 A . ~ o ~
t1SSOCIATES, P.A. ~ ~,~k~lc ~ ~ / J i D E N T IN ~ ` _ 0 S 0 CLUD~ 1 ~
I ~ h a , ~ d. `i ~i~, ~T ~ P.O. BOX 546 N m • \
~ \ ~ WATER SYSTEM FO r \ i
(635 ,1SHEVILLE HIvIiWr1Y _ ~ o ~ ~ ~ , s.~ - 1 , ~ \ n 1111,1 i _ 5.`. ~ 8 0 900 LF 1,,111 1,,,,I
HcNDERSONVILLE NC ? 9~ 6 I ( ().51 AC. 8 7 ~ ~ ~ / ~ ~ ~ b ~ 1 I ~ N
l Ir_I (704 697-733+ ~ 0..54 ,1c'. ~ ~ / \ 6 0 1,180, 64...•••••
/ ~ 7 ~ ~ \ ~ ~ \ 1. ~ ;a
1 0 i ~ b.l , \ ~ ~ N SEWER SYSTE Ov ~
CONSTRDCTION NOTES; J ` / 74 ~ \ 71 \ , ~ \ ~ -~1wG / MUt, Md.T it : . ~ - F'' - ~ ~ O 'K 12 MIS N
I- CONTRACTOR IS RESPlk1EiB6E FOR COORDINATION O} ALL CDHSTRUCTION \ ~ EDRYETING. EIN;IN6EAING DRANIN68 ARE BASW ON \ . AERIAL lDPOGRAPHT. \ / \ FAOYIDED BT THE 01HiER AND PRELIAtNART SURVEY BOUNDARY. ADJtISTNENTS ~ ~ ~1~L.1 ~ \ t~t'~' i~il-1~I ~i 1 So ; ? 6 C~ 3 04 F : Z ~ , ~ I Q ~ c4. ~ (/1 . GrNE~
ZO LOCATION OT UTILITIES NAT M NEEDED AS RESU47 OF FINAL SURYETS. \ ~ \ - 1 \ CONTRACTOR SHALL OBTAIN AUT1ttAtIEATIODt FROM THE 011NEA AND PR0.IECT " ~ • \ 73 '-7 ~cTloN~ / ' I w Per , I W \ / ~ .G ~ R~ OR LLB
BNGINEEA PRIOR TO AN7 ADJU51NtNT TO THIS PLAN. ~ ~ J Jc ~ G 9~ '?wIB ~ 1 _ 2- ALL ROADS TD BE BUILT TO N.C. DEPARTMENT ~ TRANLPORTATION ll . ~ \ \ \ NOTE: ,,,,1111111 W / / ^ II M I~ ,~,yy `V O.1 ~ ~ "V
n ~ ~ 7o w STANDARDS. tJ 1~~ / \ ~ ~ \ :1 ~ X zw \ ~ i um lU ft hori v ~ Z ~ / \ N ~ min m zontal ,end l3 ertlcal
3- DROP INLETS SO BE INSTALLED AT DtTC1lLINE. ALL STORM CULVERTS \ \ T'0 88 INSTALLED 1N ROAD R.O.N. OR AUNO ,PROPSRTT LINt UTILITY \ \ 68 ~ w w ~ separanon bet een ater and sanuarv sewer !Ines w
6AS6KENT5. ~ \ \ 0.50 AC. o I / \ CONSTRUCTIgt PI~JACT ADN~INIET'MTTOA FOR THESE INPRWEIIBNTS ARE I N \ ,9 1 \ e 0 / ~ ~ ~ I must ~ ~ Q ~ ~ he maintained. C/1
I \ \ BLiN6 PROVIDED BY TAE OAR76R AND ARE NOT THE RESPONSIBILITY OF THE j I 1 PROJECT ENGINEER. SNOUfA ANT UTILIT7 INCLUDING STORK CULVERT \ ~ 9 a ~ ~1~y Where the sewer line installation does n a ~ of a ~ ~ a N
STSTpIS, ONCE INSTALLED, REQUIRE RELOCATION, TH16 8NALL BE DONE I I I r, r. • ~ ONLY UPON APPROVAL OP THE INKIER AND PNO,IECT ENGINEER, ANDAT TAE I I I f~ 1 ~ , conform to this requirement or have a minimum A 1 , , I cover of ~6 from the round surface or I_ vertical Z
CONTRACTORS EEPEXSE. ~ \ 5 ~ I V., I / I ~ ~ 0.5 I r 1C. \ se aration from storm drama e-lines • the sewer 0 tx - i I P
/ I ' I LEGS I T r / f ~ e ~ ~ P I & watel4'~tpc~must be u(a erroua m~t~t=~al. c~ W E-1
LOCAT ~Oi~ NAP 1 N ~ ~ / z~~ ~ e ? ~ ~ z
ADE ~ y - EXISTING GR ~ ~ 1 ~ z \ ~ i Q ~ 1 - I Inn! o ~ 1?1 1 (n 0 Q
11 ~ 1 CSI J1
• `it`. 'n'~~t • . , PROP05ED GRADING S ~l^i :1 Pi / I /W~F+1~c+1 I-~.5~ SU F7~~1 ~1~~ i ..I c •
~ ~ SILT FENCE x--x ~ / t~.i~,, ~ S~~..TIoIJ `'S ~ \ \ U , o: ~ . 11 _ : o .ti , ~ a
~ ~ ~ lr, s )1 ~ ~ ~ ~ DRAIN / GENERAL NOTES. . ~ STORM ~ ~ _ o . _ w ~ ~ _ s ~ p., w ~ call be o u d
~ ~ ~ , ~I ~1~~ ~ cr.~Js~1ci- s~~ r~rs ~s srn~u I ~ ; ~ ~ b~5,v~ Ards AS ~1~5sgfcl' W \ ~ re Yo ~ - 0 ~ s NH
~ ~ ~ ~ : j . ~ ~ DROP INLET ¦ , SEtD, F,=rnuzAr~1 A~Jo ~I.crl IIJSrhu. ~f . • Ic ' CONSTRUCTION SE UENCE \ 2 ~ 1
~ ~ ~ t , V ~ • 1 _ ALL SILT F~II,K~ AS SFbkIV~ • ~ I - - a PAVED ROAD AND DRIVE i. c~trrzacra2 is ~.ES usll3l~. r~R tJorl~Y~~ Au, uriun ~s z. co~trr.~cror ~ c ca,,,oa roman \ ~ ,,GIN V cn
~ ~4 1 .L , ~ • ~.r...F:y ~ ~Rlori ru co+J aJ Al.k~ v~.R1FYluc, uxArlo~l or' ALL k14Ys C~ ca.l~cnaJ ~5 ,Jriv~1 ~ ~ MN \ DROP Sr1.e fi y r. W ~ I \ : erenul.e ~ 1 ~s'1~uE DIU rue ~Te X1111 t 11111111/ v p' Lj
.W. EJ~7Sk~ CI-~IT~fJL ~GpC~S A5 - ~ ~ ~ ` ~ < RIP-RAP STONE . r~~~~~- ~ • I, ~ (P7 O , , ERa.!_ ~>~TTv4QL7~ GcbRl)~~.41~ I.ItT}I AFi' ~ 11t T7' COA~'STRUC.T OI.) F'rpcF.~pg• N0. 70P ELLY. SNO, eLffY. N0. SIEe L6NGTN CpA06 TYPe 1 2170.00 21fifi.D0
~ ` `yie O - „ i, t•~ii cot-IP/VJI~S I'iLIXt TO COtiI~TtU~T101J C~l1JE A1~UbT}1EF-}(- ~xt 3. IF.I5TAL1. I ~ 3 a ~ , I ~ Jl.• SANITARY SEWER ,~E~pE~. ST~t'v-1 sY mM Run 1 3E• A5' 6.881 CNP _ 2 2166.00 2162.00 I 2 le' 120' 11.611 CMP R/>vicinnc ~ ~61C
1.:;1~~ 1 n 1 - ~ . l~. i/ n.n: .r ?ci (rtn.v l no rv~rn~ l^ i ml mo-t 1 a e, l .a-~.. i i_ ~
; .':•l:i 3. ALL PPp.S MitWZlkkj Cr M(ISPF-ki 'ST'.LJ TlJr'YZ~ -,~lvkl "SE 4 a^ "nJVti?kk~C hPPRDKF~~S F ~ISV SS 3 le so' 4.oa1 CHP uao.VU uZ6.oo a . ,'y a a A , 1 2128.00 2124.00
p WATER LINE G+OLJI -o ~ A--Ll I,H _n-gr crx,>Jraxxl. u . I sr•~~ sio~~ r~ I " ! } s 0 50 100 4 IB 100, 8.001 CMP 100' 200 5 2172.00 2168.00 g -4s 18' 70' 1.671 CMP LJA'ma < j;kv. ~s job: 93203 5 6 2128.00 2122.25 1
4. Co.}rri-ACrDR IS R~STt~IJStiLE r<-t APT rNh 1AK ti .,a -40 , Alk7 3lOGK L GrAvF1- I I . "Y'cl q 1 -•~I r Ir'lPRpVe("~ dJPJI.{`a Ca.)STT'.1JCriOt,I 1qY 6 18' 25' 1.001 CMP +
I r 'X"1T, t.~Tlp~ 'I ! ~ ~ ` MANHOLE _ ' { ( ~m P v sm ~..r a 7 2126.00 2122.00 : n MIv _ 7 18' 15' 2.001 CMP /?2O'r75 SFr pit ~G• 'U~ : $ r CA YY` w,„ I (t . 8 2179.00 2174.00 ?„1 Y Sheet
5. APr-A To of r1j -rAPr~ .I ~ ~ ~ P ~1u Of- GATE VALVES rw- rP F,l,-~ 8 18, 30 8.331 CMP _ 9 i 176.00 2113.00
g 8" D~ CLASS I nn nY i n" I"=50' T 1 9 18• 110' 1.071 CMP G. ~(4 J LE: 111-50' 10 30' 1.00! CMP 10 2174.00 2171.50 3 _ 1e• + 2148.00 2145.00 0 f
i5 ~rnu.Y 51nrlu~. FIRE HYDRANTS /01 -LWrnr oun-a' wP-P.,4P PFo1-E~rJ ;k 19' 30' 12.001 CMP 9/3a9G AS -~~fiLr kbs7 _ 12 211600 2141.00 / 11 18• 160' 1.00! CNP JO-2-9F Sl--Zt w ~Q4
1 rI L +Y 15F- rlatv- r-,,a-4r- uder-> AS-BUILT WATER S A 1 1 VATER SYSTEM 9-30-96 t) is, 100' 7.401 CMP 13 210.00 2141.40 - -
3.001 CMP -J

C~I~d.NQ.ti'I, T~-K ~
- ~~.L. 1oYc~. I-~btxolbll.1~ ~ L,b,~~G~, ~Vb. ~b,G~ i+~~lc L.lRIGI-~T, CNAi~L.I~ .J . ~ 34.4/571 730/735
(x74/213 430/230 [~3~/329 ~
\ -
- S. ~ ~ ~o, S.R. 1359 ~ -
- - - - - - - ROAD - - RL PLEDGE - _
o / / _ I9 1q \ S - ~
i ` _ _
, - ~ i
S~~.GkS 190 ~ - -T~- _ 60 ~ ~ -
~tP~AY SILT "f'I'~ ~3 - - S• Ti.JI~Cao~ t;~.c.~-I FbE II..~o11 i ~ ~ 1 ~ p / ~ ~ ~
~ (2~ ,c2o x4 ~ I
s, , f LEf' / \ ~ U.~~ A( ~ d~.ol.! olM-~'I"~'f~c3fEc'fla-1_ ~ Il...;~ r~~ . .
TcJfb.L t~w.!,6 ~A= 1.42 6.c. oi.i of
C o pMH~ v LUME. 1~Lllt~ _ ~p-~ 104 105
- 1 a.,~r~ - ~ ~ Q, ~ - ~ ~ cn
~ _ _ f 10 -2120 ~
1. Il ~ ~1 ~ ~ ~ o0 50 C . I1.5, ~ ~ ~ W i I
~ - - . ' SEY -K ; - o ~
~ 97 \ ~ I ~'~rrlP~fi~Y SILT T1~P ~i ~ ~ f- • (i (o ,c 20 x: RIT' - oUTL~I' Q
- ~ ~ c ~ ~ INNi~h 8 ass s. Li~~ Q ~ Q
, ~ , „ ~ si ,ai~Eat _ o. Cot d.c /
\ ~ , \ \ h YoLLI~IE - / O a" I 1~EquK~b _ p. cot x 4 ,800 = i r i i ~ cK /
H~c.Js,L.L ~ \ Vc I ~/d.UK1E p'RD.i LD ~ i,4•goc~ ~ i Q
\ ' ~ \ 213 ~ z M \ ~ i ~ Q
~ ~a U
pr`1H z ~ p 1 i~ / I J ~ 1 i
N ~ / / . ~ i 9 L I la ~ ~ ~
u1 95 _ - - - _ ~$Tzl ~ Y sl LT map # 2 C / 8 ~ ~ /
~ ~ ,1 w / ~ (2o x 2A ,c ' S \ cQ.S~t~lEtit1 I I O
1' ~ L ~ 2 ~ ~ ~ ~ c"1 .o,a.c C EKIgT'Ii.IG izs ~ u~ ~ Z
~ ~ v i~o - 2140 - ~ ~ ~ ~ P I {JLET \ 58. ~ ~ 2 ~BI.oW-~ ~ ti ~ ori'.41. b'~aJt.1.cG~ Qi~. 1 ~ ~ v1 l Q - 80'~ i ToTQL bi srunS~c b-i~. - I . o c.MP i , ~0 ,
~ ~ \ o ~ ~ Q w ~ voLU~'IE G~1k¢ETE i ~ ~ w ~ 1lF~QUIilE~ = i---~
N~.bIJaLLS i i ~ ~ ~ 1. o x i , &~o = 180o c~ ,
~ ~ ~ ~ #k 13~ \ ~ ~ ~ ~ 0 aG \ foLur`l~. t~lo„i?fl~ c 1,8ao C ~ ~ \ ~ - ~ ~
\ \ ~ 12p , j . ~ E' ~ ~ ~
~ ~ 86 ~ , ~ ~ ;
~7 ~ ,I \ ~ ) I ~ V/ ~ Pt~1H #i
\ \ ~ ~ I \ ~ AU°f AS IIEOUTACD 19Eq f1. v - ~~i.rll? ~n ~ 0 oC , \ ~ ~ ~ x w
~ 10 ~ ~ i I ~ ~ ~ G ~~IZ , / ~ p., Q W
~ . ~ ~ ~a~ ~ ~ ~ 1 ~ ~ b L ~ / I •,E~1u,„ •=~.xo~E SECTION AA O 1 z
. ~ I 1 ~ 1'~ I tom' ~ I IEKL LI 1~1 ~ ~ \ ~ I wl I ol~T I"' rtuw a~ ~ ~ ~nl 7
\ II \ O' i I ~ r"`-' 1/A+ ~ I NLLr I•VN E~ `I yJ i.y f1~E ~ 8 oS • S ~ ~ ~ Imo. 2 (o
\ \ ~ \ ~ ~ i ~ ~ ~ Iti 1. ~ 2~ ?i ~ z w \ 3 ~ ~LpLJ' o~ ~ SYMMETRICAL CUL-OE-SAC NO
\ \ ~ 1 ~ ~ \ ~ ~ ~ ~ \ 1.~Sf'll~ w I ~ ~ - ~~,,rr 0 ~ ~ ~ Y` ~ \ 811 td~~.~ CURB & GUTTER ~ \ ~ /
\ ~ 1 r~(. ~ \ \ ~ ~ ~ ~ ~
RS• SE7Z.~IcES ~ ~ \ b ~ . _ ,1 I s ~ ~ ~ ~ ~
~ - - - - : - n.5 i n~~ \ 1 ~ M•I \ \ ~ _
~9 \ \ _ ~ ~ 11 I .f ~ t~.~~ / l~`. I E~ ~ MIDr \ I
/ 1 / ' _ - - \ v ~ ~ ~ ~ I I
~ ~ / \ ~ - \ ~ \ ~ \ \ i / - ~ ~ ~ ~
1 ~ - \ ~ \ ~ 1 ~ _ ~ \ ~ ~ ~ ,k,,. - ~ -1 1 T nOnO EOCEIL IIESIOEN IK ~ ~ ~ ~ ` , i ~ ~ sir -+7 AC. \ .~`1~
i ~ ~ \ - - ~ \ ~ i ~ ~ ~
~ ~ c- ~ I \ j t ~ ~ ~ \ opE a \U..,, ~1~.. , ~ ~ X140 ~ ' ~ ~ ~ t z
/ 2 ~ ~ ~ 9~ ~ ~ / ; , 1 ~ ~ ~ ~ \ ~
\ i ~ + i' r a M"'~
i ~ 1 \ If ~ - ~ ~
/ ~ nESI0EN11ll COLLCCIOn noro x.. ~ ~ W A z / i \ 'IMMY M..YOI 11
® I - 21 \ ~ z _ i 8"~ S s . 83 V rR M
IO ~ ~ / , _ - ll K-.. _ - -i _ V_. ~ t_lu~ a \ , v~
i ~ ~ U
I / / 2~,, ~ ~ 11.4 i~(. ~N~ NY't~l-~f ~ / ~ ~ c v.~8ox ~ ~ O. ~ U AC. ~ ~ ~ ~ ~~r ~ U.33 • ~ PROJECT SUMMARY ~ ~ l ~ I,..I~c71?fil-HJ~ ~ I ~ z
~ ~ ~ Co x2 ~O'`-~SE~ T~ oLt1'LET 'b116.L. ~G'i'~al-1 ~ r ~ S~ CRrG/ST~~ 21 ~ ~ ~ ~ ~ W U
/ T ~ 2" I. T. ~i 1~LI~F ~6,L,.rE I N I T ~ 1~`~b T~ ~ 1 OTAL AREA 24.4 AC.
OWN,,R,'UI~,VL~LOP}~,R. - 7s ~„hl.Uc~Ta~Pr~ s:b#io ~ P - _ ~ 0 2,~G ~ / _ ~ RESIDENTIAL LOTS 40
~ ! f, - - - _ \ B ~S Si n ~ ~ , r~ 2n L .-h - ~.L#1o ut-?E ' c E x 81 ~ d / i z
1 ~ , ~ ~ j ~ I N USOR r'1U(,FI I R L~, ~ g ~ D15TURSED AREA 2.5 AC. 2 °C t3ox ~ , ~ ~ N - o z
r ~ _ - ~0 ( OMPnN1', IN(. ~ i i I - ~ ~ ~ ROADS - °UBLIC (2,200 LF) - ~ - r ~ wz
i ~ ~ ~ A { .0. I30X 1640 _ ~ _---s.b,#y ~ v . ~ ~ 0 U O /1(. i WAT T Y V1 \ I?.~.. a(. ' ~ 82 ER CI OF ~x ~ i_ ~ .1 .
~ ~ ~ ~ ~ s . (f#I ~ HENDERSONVILLE A 'RIP-t~.ap~~ ~pN1LCO11~~D"TAE ~ ~ I ~ ~ ~ ~ 8 i
t?RL~.NVILI,I: S( _)6U6 ~ 8 \ ~ \ ~ ~ ~ 1 ~3 1C. SEWER AN ~ z t_i;i' ~ ~ Gw.~ ~ I,._ , r i ~ C E .,REEK ~
~ l A ~ I ~ ~ - - ~ ~ t~O3-~71- ~ - ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~i NNtm~~' ~I ~ i ~ WATER & SEWER DISTRIC \ 0~ ~ i i ~s~8t~l c ~
_ , ~ ~ V ~ ~ ~ ~ ~ bTaoi' IV~ILET I I MIN. LOT SIZE .33 AC.
,11.61 1`1(. ~ ~:NGINI;ER. ~ ~ I _ ~ i It_~.21~75 ~ - ~4 T IZE 1.04 AC. ~ ~ ~ MAX. LO S
\ WII.1.1~1M 1.~1F5[,L.Y « lg ~MN#it ~ i' / _ _ 8'~ca"~~"
~ / _ ~~SS0CIATLS P.~. ~~I~ ~ ~ ~ ~ I DOES NOT IIvCLUD~ STREET R.O.W. ' ~ s
~ ~ v ~ i < ~ S 1 ~ t~tivp 11.11..ET ~ \ ~ \ ~ - \
I.O. [30X 546 - ~ ~ ~ ~ \ ~ ~ PT~I'E~i I o{J ~ c
1635 ,1SII I;V I l.l.I; i l li l1'~,1Y ~ 0 1 ! ~ i~-~ ~ ~ ~ O,51 ~1 ' • °~"~T ~ WATER SYSTEM FOOTAGE s.fi.#s s•c. I 1
I-~,,Nr~rRS(~wvii.~ N(~ ~ ; , ~ ~ v / \ ~ ~ „ b.I.# I 1 1 6 0 740 LF
i (7U4)6 )7 7334 ~ ~ / ~ ~ i
~ \ ~ ~ ~ 7 ~ ~ ~ ~ \ \ - 0.3 1 /1C. 2 C` 1,720 ~F W
- - / ~ ~ v \ ~ N SEWER SYSTEM FOOTAGE V)
/ ~ 74 ` ~ ~ \ ~ - 71 \ ~ ~ ~ \ V ' ~..~.~,c i _ MLIb r~.T II H _ C 1?~iL~ i \ 5o'xt2 MIU. ~ I 8"O 3040 LF ~ z cn
V ~ ~ n \ ~ ~ _ ~ ~ W
~ (o dl,.~?E1~.L.1~ - - - ~ . ~ 6 v1 C . ~ ~ 73 i p~~~IoN ~ ~ W \ / ~ 1 i V ~ ~ 1
~ ~ (T' ~G~ G 900 ~b0.18 ~ ~ ~ ~ \ 70 ~ - 1 NOTE: W
~ (i 4 fi ~ I / ~ ~ ~ „ zw ~ ~ ~ 1 ti ! ~ ~ minimum lU tt. horizontal and l3 vertical z \ ~ i
1 ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ , ~ i 68 ( I ~ ~ i separation between water and sanuarv sewer Imes W \ ~ ~ ~ , 'i I ~ 0
~ 1 ~ ~ \ I) 511 A('. ~ . ~ ~ ~ . o N I ~ ~ ~ ~ 0 Q ~ i - \ ~ ~ ~ ~ must he maintained. V1 0 r. ~ ~ s~ ~ \ f2 ~.v.~Bo>_~ I ~ Where the sewer line installatiun does ~
'I ~ 9 not ~ ~ i rc uiremcnt or h v p'' F`' ~ ~ ~ ~ ~ ' conform to th s a c a minimu m
i ; ~ \ ~ ~ \ . 9 Q g I ,p p ~ ~ cover of ~b from the oround surt'ace or 12 vertical z \ - 1 ~ ~ ~'F..r*1~6.RY i a
i ~ ~ ~ i li• ~ ~ ; se aration from storm draina¢e lines -the sewer 2 gs'E3l.otJ-off ~ ~ p QI
LEGEN - ~ / - Pt~1~} & water p pe ust be of a ~crrous material. t~ W 1 ~ I (?b Lac 1~r*to.~~b~ i ~ I z
~ ~ ~ (,~)~~r~~ ~Oi~ I~1r~I - 1 N I ~ N ~ I ~ ~ ~ 5 z y z
l i EXISTING GRADE / 1 1 - i ~ ~ ~ ,,,111 ~ 0 d
, I ~I t, ~1 ; ,1 ~I ~ I ! P POSED GRADING ~ ,h ~ ~ \ ! C ~ i ?•-1
~ ~ , ~ . ? ~ , ~ ~ LJ i{.1bS~ ~"cfi~.Sf SIJBbIVI slo4~ / ; ~ I ,r i 9 :1 ~ ~ A~. I fsT~~ ~ ~ ''~s W ~ ~
• ~ I ~ SILK I-ENC,L- '~-x ~ / ~ o v I,;~ y,. ~ S~Gi'I IJZI i ~ U C - o~ F 2 t.Jd.T~.~ E : 2 ~ ; y •
~ - ~ 1, 4 ~ ~ 1, ~ „ ~ ~ tr 9 GENERAL NOTES: , 5~~;, ~ , ~ , ~ G , x ~ z ow call befo d _ a w re you ~ ~ 0
n~, • i ~ : + 1 ~•~~f~1~ , ~1 QNM DRAW A VIII - ~ I ~ + u-~ ~I I. Ct~.1Sr£~iJCT SiL~ f'~T5 il5 ~~kkl~. Srit131u ~ , ~ L.. - 1~5TU~ ~1~15 A5 7 ~J . / u 64 1-.1 I ~
i ~ I 5~a , ~~rnuvlr~J ,u,}o MutL~l • i NSr~u- ~ 3 , - - 49 - ~ 2 4 Q• , 0 1
~ 'I 1 ~ 'O 't C'I'ION SE; UI~NCI~ , ~ ~ ~ U
' ~ ~ ~ ' ~ i' i - ~ ~ ' ~ M~~'~ ` ~ '~F:~ I AVM) HUAI) ANl) l);-~14 i ~ ~ v1i ivtar~<, r;~.5~~1s~r~ ~R. ~r-iFY,~h Au. unu~ ~s z .K-ror emu- c~ c c~ua3 ran I, a1,f 1 ~ ~ ~ ~ ':~`;i r.~ _._r i •iurar iii rc~~`71<~f~101~ A}k~ vE.ttl~Yi~IG U-xATlo~ o~ ALL W~kYS (5~ caJSnuJcrtaJ ~s~ hWti1T"hf~ ~ DPDP INL6t SCN6DULE 1~ I I /1 ~1 I ~ x76Ax nxMx?ox Dx1P h111111,1~ p~ L)
y I~ J ~ i ,l i t' ~ ~ ~ ' ~ ' ~ i n n ~E ,a..i. ~~a.l cah~o~ ~c7ic~s h5 t ~ ,i 'i ~ 11ii'~I~iAN ;,IUNI RJ. 1iF ELEV. :p9'. ELE\'. T K~' 1: F' I.FN%TII i:PAI'E TI'I'n' ~ i:''O.OC :1E6. 00
i 11j I ' 1- ~ Iyy , :•i~' ` ~ ~ ~~r.~lr ~n~liT?l~R'r. ctYxan~wt~. ~Irrla Ar~r~PiA7~ ut~utl' CaJ~ucr~aJ Pf~}cE~. ~ ~ - ~ ~rd~'NJit-, ia~~~_ ire r~rzucna.) aJ hIG ,U~lusrrl~~Jr o~ s. i~15rA1,i_ sf~J-I G~hi~~ sY5TEr1 ,auo ' 1„' N' fl.Atll MI' ' I _ _ ::66.JJ aE:.JD ' is l:n' i,.a_!. ~ __iMr_~ I ---~.-1-'.-._ 11 r'\ 1\lllTll ! J.,~ C !(l: I ~
~~f~~ ~ ill' fi i ~ ~1~1 ,I' ~ i ~~AAII IA1-1V <;I~~W{ ~1 ~
,1, rY~Pk~ iP Hx 511 t U7 I . l ,P + n~ i u E-,7T~n~~k a er~oT~k srn rur?s 5rWL1 e a A-5 i I Itl' 10' +,c1 i11 iNl' -
t 1~~ "ll I t p1 1 _I ) ~ 1 1Nt r.pr,i7lf ~i Ir, Aaabrg t~Y.TkPTI~Vm Clr.l Gf,AT%E,I{~SiALL CR11E'D STOP-~ r31 1WA Qi 50' ` -I.n'1_ - ---i NP S u :66. C.0 ' 50 100, 00 }
a rah PA, 4 1 4 r2 si~u~r ~ Arh [1VMG~ T~ ~usn k cruRSE, A4D G C Av uk Q I • it-ft wj, )f , r;llr~t.ki Cry-},Lrf Iota; TII~SE. M lY g1IG i~ Of TIOr ~ f 93203 r lN' .3' 1.OU1
MANI'1011 1 llU,111'~, I%/F11F1~( 5r21PnJ ETG 5. i l'0 - 1 2-176,00 ~j r i n R IMU 9 2174.00 ~ a ~ ~ sheet
I.p1 n ir, (ir r 'f.~Nk>.,E 5i1.T Ff-r`I Pri5 Wge;J ~-t-41 IllL. . 95UR~ ,i1. <iW rAPrr,~ .L ~ utJCarrztarr 1r A SeFn, F ~ ~IYI, iyil. l l F3LTILI ~ h tJp N0.1t~ I~ KLO2D,4.kL tl 18' 70' 6J7i CNP 3 21"6.00 :73.00 ' 9 ltl' 140' 1.075 CNP
r i1 r'Al - T-, rii 11 -,11 r~r' RiP RAP 5i64LL r~1`, kl ilk TM"dr L 'ixapc~ilprJs. 0AII vnlvl 7 ~ta~lrA~l Ajj_ CP,4051<*J ~ L_ 5 SCAL.H: I°. SCALE: Inil ~1 ::24.:0 2'. L'.50 . - IU 18' 30' 1.OU1 CNP 3 ~ L
1 1 n r U)'nL- SrtY- 1,5 Tn7-ALLY 55Ar a_jy_e7. j' U I I'?'IIIIAN I~'a it 10. 70• 12 004 CNP 1. 214e.00 2145.00 . c f 2:+6.00 :112,00 L' 18' 160' 1.00% CMP F
a a cup vrr nun-r.1- wP-vw PF~OrB-_norJ ~l t ~ f,~; till II ArfiorJS 1t, 0E FLT ~er.,c u rte. - - 13 2146.00 2141.40 ` ;0' 100' 7,401 CMP