20011529 Ver 1_COMPLETE FILE_20011018

-,% n
APR 1 8 2001
0 North Carolina WA i e Resources Commission l
Charles R. Fullwood, Executive Director
April 16, 2001
Mr. Mike Bateman
1 Executive Court, Suite 10
Lake Wylie SC 29710
RE: Proposed Southern Lifestyles Residential Development, Misty Waters Residential
Development, Lake Wylie, Gaston County.
Dear Mr. Bateman:
This correspondence is. in response to your letter (undated) which was received by
this office on April 16, 2001. The purpose of the project is for the installation of 34 boat
slips for lots not adjacent to the lake. The North Carolina Wildlife Resources
Commission (NCWRC) is authorized to comment and make recommendations which
relate to the impacts of this project on. fish and wildlife through the Federal License of
Water Resource Project Act (Federal Power Act-16 U.S.C. 791a et seq.), and the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The NCWRC has no objection to this project, provided that no environmental
areas are impacted and the following recommendations are implemented:
1) Boat slips should not be placed so as to impede or block navigation or create a
navigational hazard for recreational vessels.
2) If any dredging is necessary, it should be done in the dry if possible when the lake
level is low. This will minimize turbidity in the lake. We discourages dredging
shallow water areas with productive bottom, wetlands, or submerged aquatic
vegetation. We are less concerned with dredging shallow areas having a mud or
sand substrate.
4) The U.S. Army Corps of Engineers should be contacted to determine whether a
404 permit is required for this project. Contact is Mr. Steve Chapin at 828/271 -
4014.
5) We encourage you to provide deed restrictions on water front lots whenever
possible that minimizes the loss of natural vegetation or that provide for natural
revegetation. A 25 to 50-foot buffer line of native trees is recommended for
shoreline aesthetics and habitats.
Concerning any shoreline stabilization, this office prefers the use of a more "natural"
approach to shoreline stabilization. A combination of riprap used to two feet above
normal pool elevation (570 contour) with banks sloped back and vegetated with grass,
Mailing Address: Division of Inland Fisheries • 4.721 Mail Service Center • Raleigh, NC 27699-1721
Telephone. [phone] ext. 281 - Fax: [phone]
Misty Waters Dev., Lake Wylie 2
04/16/01
willows or other acceptable vegetation create a more "natural" bank. A filter fabric must
be used in order to prevent soil from. eroding from behind the riprap during high water
and/or wave action. Riprap should be imbedded 18 inches into the lake bottom to prevent
undercutting.
All activities must follow Duke Power Lake Management Guidelines and any
other special conditions specified by the NC Department of Environment and Natural
Resources. If you have any questions regarding these comments, please contact me at
336/769-9453.
Program
cc: Mr. Mike Parker, DWQ
Mr. John Ellis, USFWS
Mr. John Dorney, DWQ
Sincerely
Ron in ille
Regional Coordinator
Habitat Conservation
\o?oF w A rF9Q?
r
o ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
January 27, 2002
Gaston County
DWQ Project #: 01-1529
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Catawba River Buffer Rules
Mike Bateman
Southern Lifestyles XI
One Executive Court
Lake Wylie, South Carolina 29710
Dear Mr. Bateman:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 150 linear feet of streams for the purpose of developing the Misty Waters subdivision including
ioreline stabilization along Lake Wylie, as you described in your revised application dated January 7, 2002.
'ter reviewing your application, we have decided that this fill is covered by General Water Quality
`ification Number 3280, which may be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This
ication allows you to use General Permit Number 030 when the Corps of Engineers issues it. Thish
gal is also valid for the Catawba River buffer rules (15A NCAC 2B .0243). In addition, you should get
her federal, state or local permits before you go ahead with your project including (but not limited to)
Lutment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations.
This approval will expire when the accompanying 404 or CAIVIA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this Certification and approval letter
and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 211.0506 (h) (6)
and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided
in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for
`uture wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of
s letter or the issuance of the 404 Permit (whichever is later).
-nwater shall be directed to flow at non-erosive velocities across the entire protected stream buffers.
°es removed by this construction must be replanted by the next growing season.
mpletion of the project, the applicant shall complete and return the enclosed "Certification of
n Form" to notify DWQ that all the work included in the 401 Certification has been completed.
'ble party shall complete the attached form and return it to the 401/Wetlands Unit of the
zter Quality.
AWN
N
CDENR
..rail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone] Customer Service
1 800 623-7748
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. 276 1 1-7447. This certification and its conditions are
final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Todd St. John at 919-733-1786 or Pete Colwell at our
Mooresville Regional Office at 704-663-6840.
Attachment
S' cerely,
FyJ. o rpe, Ph.
cc: Corps of Engineers Raleigh rield Clttice
Mooresville DWQ Regional Office
File copy
Central Files
Len Rindner, 3714 Spokeshave Lane, Matthews, NC 28105
dstrTracking
ti
=E ? ? +` a= '?;< <i? Yp?Lkr'. ? 'r_ r 'Frt'tlg '`Z x
Facility NameMisty Waters c/o Southern Lifestvles County GASTON
Project Number 01 1529 f Y l,- ? " County2 ?
Mooresville O Inactive 9 ion
t?
i - `'
s Project TypeT, purpu?e of shoreline stabllizatlon DCM Office" t
x?
Locations. Like Wylie Belmont COE Office 'Ashc Mlle
-? .^ d l -. r ^' -
.ti ..- 'G,: t<. T S x 01wlt'd ? ;+a? ` Q•- S", 't' :'E
,~. Last} Total Total j Total
_ Recvd Sent to ecvd t Action 401 401 Total Mit it
# Acres
Recvd From Date Region q Region Date f Last Action.-,,- Acres Feet i `Feet
4
A?"GotaforPoje s
x- k
_ mr
nsfcuonsr-;ygalauUP:SL ?
Inspection Date Inspector
Letter Type Date Sent i Reply Date Curt
iw- k4& *14"
I//Z
??
fez
. Jan, 07 02 09:12a Leonard Rindner 704 847 0185 p.1
LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
FAX COVER LETTER
gg +? r)
Send To Fax Number Date
To: ?, rs
609
1,01
From : Lzaen- e
Aftcno?Reference: Copy: From :

Remarks/Message: ..... ....... ..
e
Jan,07 02 09:12a Leonard Rindner 704 847 0185 p.2
LEONARD S. RINDNER. PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning [phone]
December 3, 2001
Mr. John R. Dorney - Division of Water Quality - NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
iVir. Pete Colwell - NCDENR - Division of Water Quality
919 North Main Street
Mooresville, NC 281 15
Re: Misty Waters - DWO #01-1529. Gaston County
Dear Sirs--
On behalf of my client, Southern Lifestyles, I am responding; to your request for additional.
information regarding the project. I have attached information submitted to the II-S. Army Corps
of Engineers in December, 2000. The following responses are in same order as your letter of
November 6, 2001.
1. Impacts on the project are limited to 150 linear feet of streams. The developer has
constructed headwalls to dramatically limit the extent of the stream impacts. Also, the road
crossing took advantage of an existing road crossing when planning the alignment of the
constructed road. Based on my recent site visit, impacts by construction to the stream andlor
adjacent riparian areas have been minimized and are in a natural condition.
2. The attached includes a site plan, including the approved wetland delineation. I have
included the additional copies you requested.
3. There are no wetlands or streams on Lot 47. The drainage feature indicated by the
contours is wet weather gully-like feature. The stream in Lot 4S is in the rear of the lot and is
preserved. "There is approximately 240 linear feet between the right-of-way and the stream.
4. The "Open Space" on the south side of Wing Point Drive is a preserved natural area and is
intended to remain forested.
5. The developer intends to comply with the Catawba Buffer Rules. A 50' forested buffer is
currently platted along the Lake Wylie boundary. This buffer was actually planned into the project
before the Catawba Buffer Rules were required. Prior to December, 2000, understory areas were
removed to open views and remove dense overgrowth and fallen tree's. However the site remains
forested. There appears to be a strong attempt throughout the development to retain a forested
cover. The buffers are also protected by "Restrictive Covenants for.Misty 'h'aters on Lake Wylie".
Jan,07 02 09:13a Leonard Rindner 704 847 0185 p.3
Plea'se contact me if you have any questions or require additional explanation.
Thank you for your consideration.
.a
-76
Rindner, WPWS
F l` Environmental Planning Consultant
. cc: Mr. Mike Bateman
Jan?07 02 09:13a Leonard Rindner 704 847 0185 p.4
Nov 16 01 41:148 Southern Lifest%les t603e831-2690 P.1
vuArF
?4 !S' RRlchael F. Easley, Governor
O VuiM'am G. Ross Jr., secretary
y y North Caro!fna Department of Environment and Natural Resources
> r
fl Y Gragory J. Tborpe, Ph.D.
Acting Director
Division of Water Quality
November 6, 2001
DWQ 901-1529
Gaston County
CERTIFIED MAIL-RETURN RECEIPT REQUES'T'ED
Southern 1_itestyles, XI
CIO Mike Batenran
One Executive Court
Lake Wylie, SC 29710
Dear Mr. Bateman:
On October 18, 2001, the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plans to
impact shorelines for the purpose of conducting shoreline delziliaation in Gaston County. Approval from QWQ is required to disturb
these Streams and buffers. Please prcivide seven copies of the following Information and refer to the D`WQ number listed above in your
reply. Your application is not complete because
1. The fill location and areas were not specified,
2. Onty one copy of the site plan vas proviC please provide six more copies,
3. Whether lots 45 and 4-7 need stream impact for driveways in order to be buildable,
4. What is planned in the area located 'Open Space" on the south side of Wing Polnt Drive and,
5. Flows yo:r plan to comply with the Catawba buffer rules for this development.
P>wase calf me at 919-733-1786 if you have any questions orwouid require copies of our rates or prttoedural materials. This project
will remain on hcld as incomplete in accordance with 15 A NCAN 2N .0505 0. The processing tirne for this application will begin when
this information is received. If we do not hear fram you vtlthin three (3) weeks of the receipt of this letter, we will assume that you no
longer viant to pursue this project and will consider it withdrawn,
cc: Mooresville DWO Regional OFfice
Asheville Corps Engineers
Central Files
File Copy
erdy Yn Ir
oh orrey
J
Wottar:dsrQl Unit 1650 Ntal1 SeivlCe center Raleigh. NC 27B39-1650 Ph: [phone] Fax: [phone]
A
CuslomerSetvice
t Boo 623-77-48
Jan.07 02 09:13a Leonard Rindner 704 847 0185 p.5
W
Z
c
s
LLJ
?? W
0 - 6 ¢
aaa (n
c-
O O 0O,
O rr? // ? c,, l• ?? ?r
< .5S4
O a d
CL !
?r Sp (-4 -
Q ?? mn C--6
< 0
Ulm --mA
W "rte ?6'??? - n .tlLs'i, ?wk ,2,?, ? ?• L?/? ?V• ?3i
41
RON:
Nall iN 0.",
Cl AM
a
J w O ,?,,r a? ? , f ?„ ?
cos .t °
81 1
<L
? i
?Q w
w
• Jan 07 02 09:14a Leonard Rindner 704 947 0185 P.6
Jan°07 02 09:14a Leonard Rindner 704 847 0185 p.7
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action 1D: 200130337 County: Gaston
Waters of the U.S. Survey/DelineationVerification
Property owner/Authorized Agent: Southern Lifestyles; Att'n: Mr. Mike Bateman
Address: 1." Executive Court, Suite 10
Lake V4'ylie, SC 29710
Telephone Number:
Size and Location of Property (waterbody, Highway name/number, town, etc.):
Misty Waters At Lake Wylie development located on 104.348 acre tract off of Armstrong
Rd. (SR 2524); west of Charlotte.
Indicate Which of the following apply:
There are waters of the T_J_S_ on the above described property which have been accurately
flagged/deiitieated. We recoanmend that the delineated lines be surveyed. The surveyed
lines must be verified by our staff before the Corps will make a final jurisdictional
determination on your property.
X The submitted survey plat dated 12/2712000 for the above referenced property
accurately reflects the limits of waters of the U.S. on the property. Unless there is a
change in the law or our published regulations, this determination may be relied upon for
a period not to exceed S years fiom the date of this notice.
Placement of dredged or fill material in waters othe U.S. on this property without a Department
of the Army permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC
1311). A Permit is not required for work on the property restricted entirely to existing high
ground. It is our understanding that significant resources have committed towards this
project prior to June 7, 2000. Therefore, you will have until June 7, 2001 to complete the
project under the expired Nationwide Permit No. 26 for impacts to less than 150 LF of
headwater stream channel. If you have any questions regarding the Corps of Engineers
regulatory program. please contact:
Steve Chapin at (828) 1-40..14
Project Manager Signature Date January 8, 2001
• Jan 07 02 09:15a Leonard Rindner 704 847 0185 P.8
LEONARD S. RINDNER PWS
Environmental ]Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
December 26, 2000
Mr. Steve Chapin
US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 143
Asheville, NC 28801 - 5006
Re: + 104 Acre Misty Waters - Single-Family Residential Site - Gaston County, North Carolina
Dear Mr. Chapin:
On behalf of my client, Mike Bateman of Southern Lifestyles, Inc., I ant requesting confirmation of
eligibility to fill a maximum 150 linear feet of important (± 0.06 acres) utilizing Nationwide Permit
#26. The road crossings occur in the vicinity of two existing road crossings. Waters of the U.S. were
identified on the above described property, which are subject to the permit requirements of Section 404 of
the Clean Water Act (33 USC 1344). The project is planned to avoid and minimize impacts to important
streams. All fill material will be unpolluted. Project. construction will strictly adhere to an approved
Sedimentation and Erosion Control Plan.
General Wetland Classification and Description
The riparian areas on this site can be described as Palustrine Forested Broad Leaved and Scrub-Shrub
Temporarily Flooded. The majority of the site is woodland, in mid-secondary succession. Wetlands were
not identified in the floodplain adjacent to the stream.
Vegetation Flydric Soil. ?l`vdroloff
The wetland areas are dominated by Facultative Wet and Obligate species. Trees include green ash,
willow, sycamore, American elm, and silly dogwood. Understory and herbaceous strata includes soft
rush, sedges, and other Obligates. The site includes Chewacia and `Vehadkee soils. These soils are map
units, which may have inclusions of hydrie soils according to the Natural Resource Conservation Service,
Technical Guide-Section 11-A-2, June 1991.
Please contact me if you have any questions or require additional explanation. Thank you for your
consideration.
Sin4e?
A
yf{ 6anard S. Rindner, PWS
Professional Wetland Scientist
ec: Mr. Mike Bateman
Southern Lifestyles
1I Executive Court, Suite 1.0
Lake Wylie, SC 29710
Jan• 07 02 09:15a Leonard Rindner 704 847 0185 p•9
p. G-
n.^ BA haw 1til` T{• {`C t'7
t 7.
. ` 1?\l?y- , ? t ) i ? ' ?; ?tt t ?• t,,,l:' ,?, t ? l •_,I/ 5 l ? -
`\ll, •`.\V` ,`??.? ?? ts, .Jt F',r , ! i ? r ? ? ?C+1t7? Post '1 ?. ; ?-7> l 1
StY
+}j t t. 'rte :?t.'^ `/i'?,.•? i /%r ?\.•'.( ?-.? ?' '`.,.? \ i's,\., !' j l
t ,?(f t Y Q r f ? , {.
Y 11. All
j,..?JF tr1, `?\ !; v? 2 . \ „ l s s' f L r? 36Ft F"?sa t) l i i cO j, '
cil
'tee .: j 1 ,r' °'.+(?. `•\ , ¢• m-;;'? ? Z u f_' C ' i' y 1?,? h'. -•?`..°Y 1
i i... .•ir'?>., jr .:/.':'?.°\ ' ' vkC\;, ?' '`'`••V ' .??;? 1 -',C f''_?.. •t s
Sol ?i..?^ ?? U,. .1, ? "?.\?\ g.Y ?`??`.t??n?l, ? / 7. L._../"??rf y :a.? '- \...,?'ki' '` j ,1
'?. it ?^ <^ .4{•.?? `•-"`'.?. f"T;;..1';ri?,,;>'?:.`, fly Ff,,`• to 9?} ?rr? ?•)` :7: .i? ?`' 1:..?. ,I _ .
01
?1.(?Jne !1s a- ?,\?'?.? r/ ^ r yr' C ;}S`` •.`\ ( ?. 2
r7 r,' k
w' ,; r, .r.
t if`,.r
"Yr.?,,'•• \ 1 3_... y !A "Y q
''ways
f•y .•: "?` r ''; _ . A } ?} ,
r/ r r`f ?? ff''?., ''?'?? l? iii' ? _ ? )tl rr. ! ? •i/'i,...._-,_._ p, ?`_`v'/,.._-% / ??k / ? ,l r??.? t
!,' '' + 1 i•>,:' t _ . ^ ? .•' of j
w/ 7 ? r
p
WF,,..
\:.•'
t .\ ??\? tt,?,! r . f to rll'^ i, f' t I l t ,t v 1?/ ry' ...,.•' a° . r \ ' ,..j 1:.
); .. V 9,,,•. '.-,t , c sY a rf 'r` f..r?- r ,-^ i Js••`'r•C..^"7
fl , `i+;,; r-- t•._.i{,•., J'It; ' !?'.,. ? ..,?JS,
G Y.
( it \ A F i . F !4 6? _
J -1
??',` ?'' ? ? Y >1'/ ? : ? y '' ' ? ?`- ` l ? rte` = ) ? \ ? • '
MAN
777
?'y? tlt.!?? }- `:5., FS?ClOi r?eA cre!?C' !? :v;}, _f K!: t 1 rr
\s'' :`, . p to ' /i / ?l > , "^ ? i?
1. ?r4
?.s x r 4f,na ?` E ,C I ,
"Cot T,
l./ } /'• ^l/ JJIr r' 41 ?? r ? ? t .: " 1,? it ?\•? ? ..: } } ,:,'r.}...???i- ?? ?-.% . ? , ? ? k ??C ? ? „•! ? ar` /. ? ?
)?? t•{• ti ?bt' ?' y?L'4i a? ?•._..?) ,s i li ?? Z (\ r. ?._!• Ii J , 4 :,? ? i, S 7`I 'r?PPf?
.. ".;';..f ,l r' ? y`?,;?_ 1?%.. C.?? i? ?''•1/?? l?) r ? <.?? -i1 ???i? '%? it t L e ?? S
?, h F''? •ro..r/ ?V [ r ,? i alt ?i / ? ?. pp t(? +? ISF ?J ,??7 ? h?r /?
$V `'"%.'•- Y• ? ?.' i•;1 /r i a I r., t ? ?._-J ) .- i !? ` Y??;.' ? IFd a i r ..\!,':.. ;? r t F r
• }t?.:•.....?• ,`,\ r,? ,?i f,,?_" 1 •ktt ,ll .I / , ;i i;'" '`;?,`
fS 2?3.^ i ass', /} .ti 1 y i; \r r tt` _7 ,
tJ?l
M J? k/'.?,• r . k v`? O''. r ?\ } •! s%f If te} _.. rr /
t v!.`'
a i ? '„'• _ 'Q+?'??y' (r'O 1. . , p
?' f . v
PRO
Jan- 07 02 09:18a Leonard Rindner 704 847 0185 p.10
1 \'%
kv
;
Z
O
Q
w
Z
J
W
0
Z
Q
J
W
3
S
?? 9 T
•t
x
Jan 07 02 09:19a
' •d'• rte,. .
Leonard Rindner

?.. pry
704 847 0185
p.11
Z
Cl)
W Z
0 Q
CL F-
? Q
? V
CL L?.
a. U) LU
Q D 0
5: LU z U)
W = < =)
F
0-
o } F
i-
uj ch uJ
1--
a. w co
Q

cn?
. CP?n
`??\' a**_?? `/ 1 ?/~ '-'" ear,-•'.
_.. ! ?.
L .I 1. S 1• , ,..
- M h a . ry .rt' .?u paY?
°.. "
`=x i? 115, ? ?^ A ? z ; ?
CJO
--ray ? :. to z c Q ;
Qc,
,S? If! S? a3. aTS z
Lu s t
Jan-07 02 09:20a Leonard Rindner 704 847 0185 p.12
----FOR- _
'2106 ?0 za87-LOL a \ 60
ow-
0 _ l ±60 LF EXISTING CMP
--'' 5
\\ \ rq
9 2049
2 DU
GI 6
2os et _ f
1 -9a9 l 67
3 A14 ' : a ` A25 11?8CA9
2? G3 .0 ?G
061
G10 CL 053
?'` =.Ct?ftK. C • ?-? L$ 8PL S11C
D1kQ. ` -•? O 2054
4?- -C-
p.`: /10
73 1Z L6
H2 CL
/ f 0 W - ?" 5 n GQ C15?
_ ``?0 ?t
S7 099 \7 20 8
- ?- G Ct7 ?. X144t 5-
2 . J
r ( ci? Gl K . 2071 0A 6 -1
1 - ?- o ?-- A
2,?
0?
--- Iii
PROPOSED ROAD CROSSINGS `? f212iS p
--x 21 3
ELI
I; L4
\ \
/? \ "`,?, \ ` ?• `, ?+ 1 2315-?? ..
/ ±50 LF EXISTING CMP - °'
VA, ?`? --CLGRK- 2§-
T 0
0 AGE
Jan-07 02 09:22a Leonard Rindner 704 847 0185 p.13
LEONARD S...RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
Date: December 26, 2000
MEMORANDUM
To: Mike Bateman
From.: Len Rindner
Re: Wetland/Stream Regulatory issues -- MisIX Waters
Dear Mike:
Based on a review of the plans, it appears that you are able to design the road crossing,
including rip-rap aprons, to be a maximum of 150 If. If you have made substantial
investment in the project prior to June 5, 2000, you will have until June 6, 2001 to
complete work in the streams utilizing , the extension period of the now expired
Nationwide Permit 426. In the future, there may be a need to substantiate this investment,
if the .need arises. The maximum impact is 150 linear feet. If impacts exceed these limits,
it will be necessary to apply for permits under the new regulations.
Please let me know if you have any questions or require further explanation.
Thanks.
Leonard S. Rindner, PWS
" Jan 07 02 09:22a Leonard Rindner 704 047 0185 p.14
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Date: ?. 0
Applicantl0wner: `psi a :?., r = County:
Investigator State:
Do Normal Circumstances exist on the site? Yes No Community 10.
Is the site significantly disturbed (Atypical Situation)? Yes No Transact ID:
Is the area a potential Problem Area? Yes No Plot ID: V Z

(if needed, explain on reverse.) _
VEGETATION
Dg inalr+t Pliant Species
1. 60 .F?L-ti.? J??.)dr Stratum Indicator
/ ?_,?? Dominant Plant Soec?ies Stratum Indicator
:.?1 liL<•. _i LY Jy, ";
S.
2.1?dVj0d'.'6 ?{rln. jG: ? _ s Chi J/
10.?t ,
3.1.l.71?.? /?!lLi ?y?-

4.' 1?t1??rl./ 6'Y?1 t ?_

'r' s 7` 7?.\' i1( ?/? C VIit/"i t"?'..C: tr.Ci?
j a'
12 3

Percent of Dominant Siascles that are 08L FACW or FAC
(mrdudino FAC•). ?
G-{ 1,
Remarks:
HYDROLOGY
-Recorded Data (Describe In Romarks):
-Strewn, Lake, or Tide Gauige
Aerial Photographs
other
No Recorded Data Avma3ablo Worland Hydrology Indicators:
Primary Indicators:
inundated
Saturated In Upper 12 Inches
? Water Marks
Drift Litres
_ Secriment Deposits
Field Oboasrvadons: Drainage Patterns In Wetlands
Secondary Indicators (Z at more required):
Depth of Surface Water: tan.) Omdaad Root Channels in Upper ll2 Inches
Water Stained Leaves
Depth to Free Water in Pin (in.) Local Sail Survey Data
..
a p
Depth to Saturated Sail- FAC-Neutral Test
other (Explain in Remarkv.)
Remo*=

wrl, 1995 -196
Jan• 07 02 09:23a Leonard Rindner 704 847 0185 10.15

SOILS
Map Unit Alamo r ? r
(Sorics and Phase): j f l' 4 C. •? ?
'j 16'1111y" Drainage Class. ?f

T.axonomY isubgroupi_ rield Observations
Confirm Mappcd Type? Ye No
Profile Oescriotion;
Depth Matrix Color Matte Colors Mettle Texture. Concretions,
frnchesl Horizon (Munseil MOIST) tMunseli Maisel . AhundancetCanrrest Structure. arc.
/7 4

Hydric Soil Indicator=
_ Hisiosol Concretions
4iistic Fpipadon - High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor --._ Organic Streaking in Sandy Soils
Aquie Moisture Regime Listed on Local Hydric Soils List
_ Reducing Conditions Listed an National Hydric Soils List
w.... Gieyed or Law-Chrome Colors _ Other lFxpiain In Remarks}
Remarks:
WETLAND DETERMINA'130N
14ydrophytic Vegetation Present? Yea #0"" lCirelai (Circle)
Wetlari d Hydrology Present? Yes
Hydric Sails Present . Yes A Is this Sampling Point Within a Wetland? Yes Ala
:Lr C Remarks:
iFG C . `ll? .Ci?_ L( ij /i'? C. 4 1 ?? Z• `- '.. lE? 3 ?ti? i4 i" r l
,J 6
.197- W-11, 1-095
Jars 07 02 09:23a Leonard Rindner 704 847 0185
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual;
Project/Site:
ApplicantlOwner:
Investigator'
Do Normal Circumstances exist an the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is the area a potential Problem Area? Yes No
(If needed/d, explain an reverse.)
V4 GETATION
P.16
Date:
County: x`'^
State: All.
Community ID:
Transect ID:
Plot ID: _
Dominant Plant Species Stratum
_ s Indicator

N Dominant Plant Species Stratum Indicator
Z / n uS ty I Zo.

12-

S. az. ? G 14.
r. is.
a S.
.
Portent of Dominant Species that are ()8L. FACW or FAC
(excluding PAC-).
f , * !,
Remarks:
HYDROLOGY
? Recorded Data (Describe in Remarks):
-Stream, Lake, er Tide Gouge
-Aerial Photographs
Other
Na Retarded Data Available Wedan d Hydrology Indicators:
Primary Indicators:
?4. ndated
?S urated in Upper 12 inches
. --'Water Maths
6rift Lines

Reid Observations: ?Sodomont Deposits
Drainage Pattomz In Wetlands

Depth of Surface Water: Secondary Indicators (2 or more required):
_,`10_xldized Boat channels in Upper 12 Inches
r' V: star-Stained Leaves
Depth to Frew Water in Pit--' P ?v ti L'aiCZ_ tn.) Local Soil Sunray Data

Depth TO Saarrated Soli: ??.??zn 1 ?i f o Gn.I FAC•1VeuC?a1 Test
Other (Explain in Remarks)
Remarks:
t1fTI,1995 .196
Jan. 07 02 09:24a Leonard Rindner 704 847 0185 p.17
SOILS
Map Unit Name
(Series and Phase). _ 4Llk Drainage Class: !
` v/^ / J Wield Observations
Taxonomy (Subgroup)_ I i? t11.; l ?'7C : tU ??a' y Confirm Mapped Typci Yes
o?.
Profile Descriodon:
Depth Matrix Cater Mottle Colors Mottle Texture, Concretions,
finches) Horizon (Munsell Moist) Imunsell Moist) AbundancetContrest Structure, etc.

?l1f/?/ ?/ p ! j ! t e
fJ l'
Y/Z
r_7 I C ) ?
Hydric Soil Indicators:
Histosol
- 'Gortcrotions
Histic Epipadon
- 1-3igh Crgnrdc Content in Surface Laver in Sandy S oils
Sulfidia Odor Organic Streaking in Sandy Soils
Aquie Moisture Regime _ Listad on Local Hydr)e Soils List
_ Eiyciucing Conditions _ Ustad on National Hydric Soils List
yed or Loewy-Chro tta Colors T Other (Explain in Remarks)
Remarks,

WETLAND DETERMINATION
Hydrephytic Vagatat)on Present? `a
s No (Circle) Mircla)
2?
Wada d Hydrology PresenQ No
Hyddc Soils Present? (Yes No Is this Sampling Point Within a Worland? -fo No
Remarks:
t S Z - w-n, 1 -095
reviews
Subject: 401 reviews
Date: Thu, 10 Jan 2002 18:25:32 -0500
From: Megan Owen <Megan.Owen @ncmail.net>
Organization: NC DENR, DWQ
To: Cyndi Karoly <[e-mail]
Cyndi:
How ya doing these days? Roman? I hope you're all well. I wanted to let you know that this will probably
be my last 401 review summary. I am leaving the state to take a job in Annapolis, MD. My last day here
is the 25th. If you ever want to chat, I can be reached at [e-mail]. I don't have my
other contact info yet. So Steve Zoufaly will be doing the 401 reviews from now on, or until you hear
otherwise from him. Anyway, below are the reviews:
401s with WSWP issues:
011676 (David & Paula Phillips, Gaston Co.) - in WS-IV, project is water dependent but must show no
practical alternative, BUA must be minimized, stormwater diverted away from surface waters, the use of
BMPs maximized, and the buffer must be revegetated if impacted.
outhet-ii Lifestyles, VI, Gaston Co Y- in WS-IV, project is water dependent but must show no
practical alternative, BUA must be minimized, stormwater diverted away from surface waters, the use of
BMPs maximized, and the buffer must be revegetated if impacted.
011794 (James A. Privette, Franklin Co.) - in WS-H-PA, HQW, NSW. Generally private road crossings
are not allowed, but looks like the site can't be accessed otherwise. If we're going to allow the road
crossings, they must show no practical alternative, BUA must be minimized, stormwater diverted away
from surface waters, the use of BMPs maximized, and the buffer must be revegetated if impacted. For the
rest of the development, the local government planning department needs to review for BUA, stormwater
(if applicable), and buffer compliance.
011790 (John Stoonski, Jackson Co.) - The project is in WS-III_ For the culvert/relocation (if the stream is
a blue line on the US topo) they must show no practical alternative, BUA must be minimized, stormwater
diverted away from surface waters, the use of BMPs maximized, and the buffer must be revegetated if
impacted. For the rest of the development, the local. government planning department needs to review for
BUA, stormwater (if applicable), and buffer compliance.
0008646 (FedEX/PTIA, Guilford Co.) - in WS III and WS-IV. For buffer encroachment they must show
no practical alternative, BUA must be minimized, stormwater diverted away from surface ;waters, the use
of BMPs maximized, and the buffer must be revegetated if impacted. For th e rest -of the development,' the
local government planning department (in this case the airport authority) needs to review for BUA,
stormwater (if applicable),' and buffer compliance.
011793 (NC Div of Parks and Rec, Iredell Co.) - the project's in WS-IV. I don't consider adding sand to be
.
water dependent, but it is a`pubIlic project; hence, the buffer encroachment is allowed if they do the
following: they must show no practical alternative, BUA must be minimized, stormwater diverted away
from surface waters, the use of BMPs maximized, and the buffer must be revegetated if impacted.
011853 (Patricks Purchas Phase II, Mecklenburg Co.) - in WS-IV, project is water dependent but must
show no practical alternative, BUA must be minimized, stormwater diverted away from surface waters, the
use of BMPs maximized, and the buffer must be revegetated if impacted.
1 nf2 1 /11/m o•2S
401 reviews
011870 (Patricks Purchas Phase H, Mecklenburg Co.) - in WS-IV, project is water dependent but must
show no practical alternative, BUA must be minimized, stormwater diverted away from surface waters, the
use of BMPs maximized, and the buffer must be revegetated if impacted.-
011881 (Hasentree Residential Subdivision, Wake Co.) - Generally private road crossings are not allowed,
but if the site can't be accessed otherwise...... If we're going to allow the road crossings, they must show no
practical alternative, BUA must be minimized, stormwater diverted away from surface waters, the use of
BMPs maximized, and the buffer must be revegetated if impacted. For the rest of the development, the
local government planning department needs to review for BUA, stormwater (if applicable), and buffer
compliance. .
401s not is WS:
011803 (DOT, Cherokee Co.)
011787 (Johnny and Anita Waits, Jackson Co.)
Megan Owen <[e-mail]>
Environmental Planner
North Carolina Department of Environment & Natural Resources
Division of Water Quality

.?_-.?..:??i: ?1.i ?.:. :. -.. '' ?.. N :+r - fV.?tJf,
E d2?:. .:3} J-? J'?
M. '4?. .Ft •.Jl
. __
}
C
c.} .. •rov SY ^l ?rl Y?..t rtJrl .]i :. ....ra9 a.1.r? ,: _ • .?

'
.°
a+`
.;Y
,.1
r
-.
_ s
'
k
?
?
t
i
y
?
?
3
- 1 .t •'.R., Y3 - _ `fi'r ?¢ `..,--,? ? b "?ti? ?,?:??'Cl'i.Y?-P 8? fix. E `?;?: '?4? 4} , i P- ?i :;F

2 of 2 a 1111/02 9:35
4\4
LEONARD S. RINDNE PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning [phone]
December 3, 2001
Mr. John R. Dorney - Division of Water Quality - NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Mr. Pete Colwell - NCDENR - Division of Water Quality
919 North Main Street
Mooresville, NC 28115
Re: Misty Waters - DWO #01-1529, Gaston County
Dear Sirs:
On behalf of my client, Southern Lifestyles, I am responding to your request for additional
information regarding the project. I have attached information submitted to the U.S. Army Corps
of Engineers in December, 2000. The following responses are in same order as your letter of
November 6, 2001.
1. Impacts on the project are limited to 150 linear feet of streams. The developer has
constructed headwalls to dramatically limit the extent of the stream impacts. Also, the road
crossing took advantage of an existing road crossing when planning the alignment of the
constructed road. Based on my recent site visit, impacts by construction to the stream and/or
adjacent riparian areas have been minimized and are in a natural condition.
2. The attached includes a site plan, including the approved wetland delineation. I have
included the additional copies you requested.
3. There are no wetlands or streams on Lot 47. The drainage feature indicated by the
contours is wet weather gully-like feature. The stream in Lot 45 is in the rear of the lot and is
preserved. There is approximately 240 linear feet between the right-of-way and the stream.
4. The "Open Space" on the south side of Wing Point Drive is a preserved natural area and is
intended to remain forested.
5. The developer intends to comply with the Catawba Buffer Rules. A 50' forested buffer is
currently platted along the Lake Wylie boundary. This buffer was actually planned into the project
before the Catawba Buffer Rules were required. Prior to December, 2000, understory areas were
removed to open views and remove dense overgrowth and fallen trees. However the site remains
forested. There appears to be a strong attempt throughout the development to retain a forested
cover. The buffers are also protected by "Restrictive Covenants for Misty Waters on Lake Wylie".
Please contact me if you have any questions or require additional explanation.
Environmental Planning Consultant
Mr. Mike Bateman
Thank you for your consideration.
Nov 16 01 11:14a Southern Lifestyles t8®3)a31-z6U0 p.1
C& WA-r4
0+ Q mtmael F. Eaarey, Governor
North Carolina Department Of Endironment?andRNatur?al Resso?urc s
d -mac Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 6, 2001
DWQ )y01-1529
CERTIFIED MAIL-RETURN RECEIPT REQUESTED Gaston County
Southern Urlestyles, X1
C/O Mice Bateman
One Executive Court
Lake Wylie, SC 29710
Dear Mr. Bateman:
On October 18, 2001, the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plans to
impact shorelines for the purpose of conducting shoreline stabilization in Gaston County. Approval from DWQ is required to disturb
these Streams and buffers. Please provide seven copies of the following information and refer to the DWQ number listed above in your
reply. Your application is not complete because
1. The fill location and areas were not specified,
2. Only one copy of the $be plan was provided please provide six more copies,
3. Whether lots 45 and 47 need stream impact for driveways in order to be buildable,
4. What is planned in the area located °Open Space" on the south side of Wing Point Drive and,
5. How you plan to comply with the Catawba buffer rules for this development.
Please call me at 919-733-1786 if you have any questions or would require copies of our rules or procedural materials. This project
will remain on hold as incomplete In accordance with 15 A NCAN 2H .= ®. The processing ft for this application will begin when
this information is received. If we do not hear from you within three (3) weeks of the receipt of this letter, we will assume that you no
longer want to pursue this project and will consider it withdrawn.
Cc: Mooresville DWQ Regional Office
Asheville Corps Engineers
Central Files
File Copy
rely Yo
h omey
Weuands/401 knit 1650 Mau Service Center Raleigh, NQ 27699-1650 Ph: [phone] Fax: 6893
(919) 733- Customer Service
1 800 623-7748

LU
4
b0 .? Its c
Z'
W
o ivy IRS
as
mgo
Q ood
qW4,, Q
?,.. /• O to
.pt?IAM.... z J .Ap t' f., y.? 11
LU 4e
ui 0) 0)
`t
Op SQA ?? c A \ ,-t N '
` e CC) M ?C
o-
'49A or C?l
°s
ICY
Ile
IN,
00 1 fit
Y
<[ It
,40
O
PLANT AUEN MRD.
PARACM POLAR DAM
WMRflJ
Man M.
LAKE WVUE SITE
d W 810YIE DAM LAKE
WMLE
""' VIc NY MA

LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
December 26, 2000
Mr. Steve Chapin
US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 143
Asheville, NC 28801 - 5006
Re: + 104 Acre - Misty Waters - Single-Family Residential Site - Gaston County, North Carolina
Dear Mr. Chapin:
On behalf of my client, Mike Bateman of Southern Lifestyles, Inc., I am requesting confirmation of
eligibility to fill a maximum 150 linear feet of important (+ 0.06 acres) utilizing Nationwide Permit
#26. The road crossings occur in the vicinity of two existing road crossings. Waters of the U.S. were
identified on the above described property, which are subject to the permit requirements of Section 404 of
the Clean Water Act (33 USC 1344). The project is planned to avoid and minimize impacts to important
streams. All fill material will be unpolluted. Project construction will strictly adhere to an approved
Sedimentation and Erosion Control Plan.
General Wetland Classification and Description
The riparian areas on this site can be described as Palustrine Forested Broad Leaved and Scrub-Shrub
Temporarily Flooded. The majority of the site is woodland, in mid-secondary succession. Wetlands were
not identified in the floodplain adjacent to the stream.
Kwetation, Hydric Soil, Hydrologry
The wetland areas are dominated by Facultative Wet and Obligate species. Trees include green ash,
willow, sycamore, American elm, and silky dogwood. Understory and herbaceous strata includes soft
rush, sedges, and other Obligates. The site includes Chewacla and Wehadkee soils. These soils are map
units, which may have inclusions of hydric soils according to the Natural Resource Conservation Service,
Technical Guide-Section H-A-2, June 1991.
Please contact me if you have any questions or require additional explanation. Tha nk you for your
consideration.
Sin
12
Eeonard S. Rindner, PWS
Professional Wetland Scientist
cc: Mr. Mike Bateman
Southern Lifestyles
I' Executive Court, Suite 10
Lake Wylie, SC 29710
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200130337 County: Gaston
Waters of the U.S. Survey/DelineationVerification.
Property owner/Authorized Agent: Southern Lifestyles; Attn: Mr. Mike Bateman
Address: 1st Executive Court, Suite 10
Lake Wylie, SC 29710
Telephone Number:
Size and Location of Property (waterbody, Highway -name/number, town, etc.):
Misty Waters At Lake Wylie development located on 104.348 acre tract off of Armstrong
Rd. (SR 2524); west of Charlotte.
Indicate Which of the following apply:
There are waters of the U.S. on the above described property which have been accurately
Ragged/delineated. We recommend that the delineated lines be surveyed. The surveyed
lines must be verified by our staff before. the Corps will make a final jurisdictional
determination on your property.
X The submitted survey plat dated 12/27/2000 for the above referenced property
accurately reflects the limits of waters of the U.S. on the property. Unless there is a
change in the law or our published regulations, this determination may be relied upon for
a period not to exceed 5 years from the date of this notice.
Placement of dredged or fill material in waters othe U.S. on this property without a Department
of the Army permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC
1311). A permit is not required for work on the property restricted entirely to existing high
ground. It is our understanding that significant resources have committed towards this
project prior to June 7, 2000. Therefore, you will have until June 7, 2001 to complete the
project under the expired Nationwide Permit No. 26 for impacts to less than 150 LF of
headwater stream channel. If you have any questions regarding the Corps of Engineers
regulatory program, please contact: -
Steve Chapin at [phone]
Project Manager Signature

l?
!i
j?
t

j?
aye

{I

4_

f
r 6^, titi { ?.?1+ ?'? vt r (? r f P
1
?,,?'.•j?.._? ! ???f Wes`"--d???? dings ? , I 1
'- __ ?. ! f 1 Via. a ';:tZ, 1. p ??t
pot 0 A y-, -A

/ 44-
v .trs'21
'x -_ 'G. atosj'
1119
vlpc?
i? tH ? '?'? tI n Il
_ _ ?? t \\ tt {1
"'" g I, ,S{t 9a
i?ti ??? s' r k "!1 J/ !^ - \ 11a\\?? = Oka gpfAX
\?t?\1l\\\\\\\W\I? /i?,i.??' a•,,. r\ ?t
-Y &V 11M,
mwt eosrars t.. !? %,?- /?% -"'.- -,?yp?S eGS' ?\\\.. .. ?\ \`\?? \q\ \ \\?? \\??-. r,-.??-?° \ \ ?.
IERAMS
{??Y! i/ c`c' ?_?? -\ ?S t?StStti -? ?? \?\\?\\ _./ ?\ ••`:?` _ _?Pi \ t
-AlY?_ t?\\ \ \?. ! ? ? \ \ \`? ?? ? \??6??? ??1N Sits ?. \ \\ ? _? ?? .?
wiss
?- J2r/fib ?_.i %r' '? ' /?-?--_ =...?. ?-,. _-' l a -_o_??\:. \'i °yi.'"1?" `'I?- \~\? \\\\\ ? II\ \y \
seaems // J= i ,',? i ?..?/ - . - ? ? ,[?. ?-c' ? l! =? - \ ti _, \? ? \ \-• \\\? ,.Q\`?" \?' 1 1 t ` -
-- strFw v // / r.Dy / ? ? Yt$T- ?-+T{ID6Sr ? `l y ^ T' -` '_' _'./- _„\\` _ - \ ? r •-. ,? ?\? `\' \,?{? t t, +
/ 1 / ? l r / % //? ?/ !r J _? ?, _\?'°? •' -_ l ,-.? \? .?_' z`=.=; <?` ? ? ? s I t?OfJ' J ? t l t \ 1 ? ;? 4
if . 10
i
Saw
WETLAND DELINEATION
I t$yy7R
4r - r'. • ,•, rf ,,..,»- ^?3'= ?1?" j ?..- u
AN
rf? a .n ''4 i• k. C a •"„' .A d r r. ?? i "`r: r? r •Is }.' r o k
v R7yt. s ,. `f - s?e.{?...? ?h t.. iM`l.at "`".flkth? -'^;. ,t..,`-•"1 ?*Q.`??t ?--_.._. ,
1 4? ?
1 4 rr /. ?G4 9?t ok
u ? 1 ,?
r`' ?+ l
_•_ --A 1 -26o
[`n?
4z 44
WYSIE `"se4y?J4¢F a'r 4° ?e /'?
9
'?'.". - 22 .,4?6 Af'{ i'?
tr x'e'°{?S'D i3 ty '•'`? ,6^ •c er' / `Q„? r a I k'? H 1
ee y.
011,1?
? . -,'!I 3• ) -.?$?°is
a n ,t '" / 'tf-,? 1Y? ?' ?e?...r,-++ ,*a! ? } -1•?•?, ? `t?.'F?., ?,? I t ? ,. `' -? r s -t=om-_ -er, Arl s
sS '>,... W.: . ?;'" ? - ,* r7' s.=-ti r +,t .! •+?n., Y ? its, r ? • `Aq, a
? '"? :.,,'`?' . "/ ,? .:.:.. ",&?, .k!-'.?'?gtr?•?4•?iL4.r?`r.?"? ? ;. 3 - ?4;wa ?„ ?1. ' ,?>,P,:s ! .% . ,.:t y`t ?i ? ? a ?. _ ? .. - .. t- . ' ?? '? ?.m ..d n t`.' ,
11 F wo9?.r.._, S' `4 T' G• -.e. - v 1 'v •. ?. 'akt ? f
w.tey,S?y #-SkC 5. I t
:y6a -' 't '?,t, t 4tx ^$d.. ?1 •n " . ?4q y°'-; ao?t ar;.:as ` '` ?•? s
?i.. !°`".: a a 1 "r "v q. *•.R ?. '?,.. 1?.' \.; _
V5
Fj Jam, a":_ C 1 - rai 2k
L>? .au*vr x• .. S ?4c 1.9 C•$'^?&; 7 ,b ?gl ?(T6st '`t:? `w. rt ??A'•8Y '' y ?p 6'?h,? T v•„
X11-15
a
„{.-°`- ?.'°a;, .?--'.'?e3`?` ?.'? ? .t ? I pe t ' '?d . I •w '? r:?^ A..... w,,??. ?+t,, 56?z"',?? '4,. 'tC R' ? ?' ? ?^^Lt
+' y. ?Q'y?' mR„'Z 'v.r? q?.?Cr 3"'.`,w '°' ',' 1?^..• " `r?'? ?? y ?s? ? i 1 ?i? _ . ?» ,?. N '' ',. ? ? t± ti 1 { ?
e?'b `d - (- .._ / t= h?" Ix _..,.• "` .r ,e,?..",.•©-. _ t' ^r9 r?SG'f ?? ;..? - .
q
*-r? aka Si.:?'9C.'g".-t- -$?°a fi ?a fi3 i r`fi• I ?.1„,.t .. ?C+r t. f ': 0. bA R.'@ w.. ,...
T
' " ``?;? u?y_T ?yeN ??: ?? a .r- S • _;? P.Yr n?? j ,' ?p 1k'?:•''\• `yt'y ?`.'Fs? ?.? '? I ? r apt:; t i '?? a? {at ? '2s
r 'f
5 y p - :., . .,s. a R? g .. ?n•? `?' yA...'?'"?f'`' ? ? .'r _ ??? _, y? ?a ? ti' ? 7 1 ? t, : t
.. /+e" A - I .?e s}$ ..?n-?, -?- F? +, ?. •? r .... tit -•°?' •? t P„
x.11 -17
{{' x3'a•:.
?t a?A'Rrtta 4r•: A?? ,?`?,,.? r ?. ?`? .-?\ ,,tr ' { i f ? i ?., ? t '? S'?`t`^C 3' s ?? I r,??
',! 1rii?9?kP,; -,,.r. ?.?r.r, r....t FA'c' - ^: ?"4? `''? t \ I r. 'y °aim,•s'?°`.,."5 '? ff .f ?.?';+R ?Jr1Pw?-ai
E1 43,
' ? p. ' ::fir. ff,+_ - Fr"? - l `U\tlitl •." APPROXIMATE MAP
WATERS OF THE US
?"i? °K SCALE tr•LE or 1 s ,. 400„' °
-?'` FOR SURVEY AND STUDY PURPOSES ONLI
• ?°'? ?`??' " =
SUBJECT TO USACE VERIFICATION
2M - FOR-
go -
_ \ s
10$ t60 LF EXISTING CMP
A G1 CL5Apg? \\ ` ??? ?9 9
G2-CL8.0 \ \ 206-0 ` A0
?.
1 f Al i G3 \ ?`''2049.
_ ,
J \ 2eW 6 ?GL 3.0
112_ A34r, . c. `: 7 205
:, ;? (Pi2CM
\- 061 2
'01- G7 G10 053
2054
G CL
2073,
?\ 06 H2 CL 4. 2
CC R5 0
2 2 G1C/L5?
20
7 4\
0 -- 1? 6 H C?L5
0?
1
PROPOSED ROAD CROSSINGS '? s 2125 ! o
C?CCCCC
4 o
.? ?` \ \630 \ \? \\\ L 22 P ,
213!
!
1 151 CM
\
/ \ \ \ \? 0 113 1' CL3
211
ti\ '?. \ \ \ H2 HSL?
t50 LF EXISTING CMP 2R?
\ \ \ !! `\ \\\ P\
T, AGE
.?-? ?• .? ? ! \?\ \\ \\\\ \\\ off--

LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
Date: December 26, 2000
MEMORANDUM
To: Mike Bateman
From: . Len Rindner
Re: Wetland/Stream Regulatory Issues - Misty Waters
Dear Mike:
Based on a review of the plans, it appears that you are able to design the road crossing,
including rip-rap aprons, to be a maximum of 150 If. If you have made substantial
investment in the project prior to June 5, 2000, you will have until June 6, 2001 to
complete work in the streams utilizing the extension period of the now expired
Nationwide Permit #26. In the future, there may be a need to substantiate this investment,
if the,need arises. The maximum impact is 150 linear feet. If impacts exceed these limits,
it will be necessary to apply for permits under the new regulations.
Please let me know if you have any questions or require further explanation.
Thanks.
Leonard S. Rindner, PWS
DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)

Project/Site: /-//6 4--f W& Date: o
ApplicaritlOwner• L County:
Investigator. ? ? s??
State:(
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: .
(If needed. explain an reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant S ecies Stratum Indicator
9. 071TWE7-
2 6 J f /? ?? 10.

3. LI cl?- y
?rL..? i
11. ( l ?f
A
4. to 6'V1 _? :rt 12
13.
6. 47-on i i f S te. 14.
15. ..?_
8. Q. 1 . 16.
Percent of Dominant Species that are OBE.. FACW or FAC
(excluding FAC ). V1
?
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks):
-Stream. Lake, or ride Gouge
Aerial Photographs
Other
.„_ No Reeonfed Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper I2 Inches
_ Water Marks
Drift Lines
Sediment Deposits
Reid Observations: =rainage Patterns in Wetlands
Secondary Indicators M or more required):
Depth of Surface Water. On.) _.Oxi lazed Root Channels in Upper '112 Inches
Water-Stalned Leaves
Depth to Free Water in Pit: rm.) Local Soil Surrey Data

Depth to Saturated Soi: FAC-Neutral Test
Other (Explain in Remarks)

Remarks:

VM 1995 .196-
SOILS

Map Unit Name
(Series and Phase) : "Adf ? on
Drainage Class: e
'

Taxonomy !Subgroup): Feld Observations -
Confirm Mapped Type? Ye No
Profile Description:
Depth Matrix Color Mottle Colors, !mottle Taxmre, Concretions,
finches) Horizon (Munseii Moist) (Munsell Moist) Abundance/Conrrost Structure
etc

- 1-? '5 YA- ,
.
r
Hydric Soil Indicators:
Histosol Concretions
_
- Histiii Epipedon _
Suifidic Odor High Organic Content in Surface Layer in Sandy Soils
_ Organic Streaking in Sandy Sods
Aquic Moisture Regime _ (,isted.an Local Hydric Sobs Ust
_ Reducing Conditions _ Listed an National Hydric Soils List
G)eyed or Lour-Chroma Colors Other {Explain in Remarks)
Remarks:

WETLAND DETERM1NA-nON
Hydrophytic Vegetation Present? Yes (Circle) {Circle)
_ Wetland Hydrology Pi fro Yes R?
Hydrie Soils Present? -- Yes is this Sampling Point Within a Wetland? Yes No
Remarks: UJUH I/ V
S
-197 w7n, 1995
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: S (1(1fG1? Date: to
ApplicanVOwner: County: -?-.
Investigator:. State:
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the -area a potential Problem Area? Yes No Plot ID: = .
(if needed, explain on reverse.)
VEGETATION

Dominant Plant Soecies Stratum Indicator
1. ! D Nl / C 2L^ Dominant Plant Soecies Stratum Indicator
9.
2- nu 4/'
3 10.
4. Sri
S.
6. 12
13.
14.
7. is.
8. 16.
-
Percent of Dominant Species that are OBL. FACW or FAC /? t?
(excluding FAC-). `
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks):
_ Stream, Lake. or ride Gauge
_ Aerial Photographs
Other

No Recorded Data Available Wetland Hydrology Indicators:
Primary !1GO ocs:
? ndated
? 5

in Upper 12 Inches
?rks
Wi ad
rift Lines

Reid Observations: diment Deposits
Drainage Patterns in Wetlands

Depth of Surface Water: ? S,j Secondary 1 caters (2 or more required):
G)ddi W Root Channels in Upper 2 Inches
?Nater-Stainad Leaves
Depth to Free Water in Pit: ¢? Sv ' frn,) _ Local Soil Survey Data
?(
(.-f' 6n
Depth to Saturated Soil:
)
ms _ FAC-Neutral Test
Oth
(E
l
i
i
R
.
l E
n _
er
xp
a
n
n
emarks)
Remarks:
i.
WTI, 1995 .196-

SOILS
Map Unit Name
(Series and Phase): LL 0)--l Drainage Class:
/
Taxonomy (Subgroup): Field Observations
Confirm Mapped Type? . Yes P
Profile Descrictionz
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (MunseA Moist) (Munsell Moist) Abundanceg:onirast Structure etc.
LP Y&
Q

-t=---F-=f- l
Hydric Soil Indicators:
_ Histosol
'Cottcretions
..__ Histia Epipedon _
Sulfidic Odor High Organic Content in Surface Layer in Sandy Soils
_
...
_ Aquic Moisture Regime . Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
R
ucing Conditions listed on National Hydtic Soils List
`
„ Greyed or Low-Chrome Colors _ Other (Explain in Remarks)
Remarks: /

WETLAND DETERMINATION
Hydrophytie Vegetation Present? No (Circle) (Circle)
Wetland Hydrology •Present? No
Hydrie Soils Present? Yes No is this Sampling Point Within a Wetland? No
Remarks:
W'il, 1995
! ._ '' ,IF:.+ '.._?_? _.??. fit,... 9 %`? _ -..?- -? Q • $.. ...
In
t ?'rE - .? ` Jy.",••" '. 1 ,¢,;'t..?°x"1'• ' e ? H at'5V e3' c? ? r ; „-?.. ` ,. _
. e:.t.>.,. ; iF' ,a ? ??9?,?? 'o.+ ? rte- ??' \? • `'® ?, ._ 8Y•50•Yf'E ? .''` ?
?.. ?s„s• 'fir. _ t 4 _ ? , tt s '-_.._
?y+„ }..- a? ! .[' ?'r•"Z ?'" ?' '' / £ 4x6 ? r r '++. ,, Iqa, .
?!r••'y rcc I r !{ y;x. \ Rt .l.: _ .tl p /, 1 N •
i d ... Ytt . }? ate„ R 0 4'rf, (x
i ,. ??? ?' '`? .xY' ??'c?fAP• fir. 1 R.?-.
io11M G:. ?ciS.M.'.E[r rBP? ?? '- _; ...... ?. . ??i , ?.^ `? - C ? ` ;?... •.C? _.. _. ... ?
r, ceoe'}\",,. eyGa ! ';`4T^¢,.. ? r ?!. ?FoSG{f'f
Al -26 06-k
`,? [+., rat s }' • ,t. yr ry.+ ftfs..... - r ?'' - ` '? , \ -, \
eaa [at u ,5 : to ! [ S? ' ` i \ \
r •,.E ? `%
vii.!£, h ?"k y t Q °c ! vrN 1 °4' T T ` a. na r-a , yr l!
1.TK cr S? .l ,.* •. ?r ,'?''. •+,? G 1- 19 ` ??S rt) x. '?-. r .qs.+ w?'yuyp
"rear t-c ._st.-... ,.<,,,+r'r"3• `? .R c -. CF, (. a iry ?,?a .' Qr? t a7y ?A a.?t'a `? r i
f ?i?rl'ti. ^A•?,^' 'y,? ) ,r? ,?, (? x?t s,? ??? 1 ??xy"4.. r ,r„,a, gp• '@ \? I. A?
1r`b,N?';, 4c ,?Y 1 \ \ I . ,` .?-'''1•` .>, x?S ??
- `' IJ ' y1?? ? ?4t , ?t'A i I I Y!'® ??. -Im '? ?.. --•{@ \\?q!''t" ??; 4 -.? ??.?as+?+^ ? 1 ? ?\+? ?. a
tr r Nr : ('4, I t'?.A.?'e IP I , ?01.q>, •. £. +3F. r-6y .. --•- -'may V`yt,?f
TI U!
,. 9JJ/ "{ ? 1 s 15 S , ? 1 ? 1 ? ? ,? I a ?R5 \ .. ?. ?" 7.YSy -i.73'-• @!, t? 1
o i .?: ,? ! ? sll'r 4 t. ?,t_- .r~. ?Ir, a i ?'4,?' v '?'' r-7° •.! 1 't r ? ? ? ? [a.
'w 7-, 'dl. y^ F ,?i .d7•. - ?r.,?°ST,? .. ,
.,. '.} ..,}e1•? r •* c,kuq'l•. ?I rl V. r Pn .. ?1, r I ?Ya ,N 7. I l.,, y ...- . • S,,' _`''. ._ .? ,? .,r'a ,..
ti'rnya 61g$"IBC 1 - 8 i I[*w?r1 p I,.,r 1 a1Q?r° t' , "a» ,rrw ..x \ i
,l:?:t .•rc.r? tf '?-`•$? xe??e? ? -p?G o??/?t. ?"'r?• `! y?y (` ?7 , 'Q ?la?'?, 9?yr Or+?? ??,.??"?•l?eV.!!. ??? "'>t ??INS'
'yY. jt' 1h-^15,Kj????, (?\?r'?1 `
?:? ?;.. ? X .r4 '•??3"7g? .. ? f r .. ?S.•[ (, i? ? ggb2i ? F' RGJiE1^+t v" ?- ° , ''? ?
?
>` _ ?y Y t R Dgx ,
o
-Ir
'y S. .e?? •91t. ? ?jr? ? w ir' ' },r. ? 4 Sg, U •6, ? p I `? ,, ? r ;,i r ?
w,?l\ [c ; ?y 4.p o ?. 'r$u , - f °? #[n ?` ti•, r' 4°4a'+ a44a 1 a
?? ?? r ss3 k ZC ,'u i3 i n r J
`$. ?'? " e f .• ?,?. .cXp, ? yid rr $ t ? Y ,,. ? ? ? ? ,,L..'"?r'A r ! '}'i? r '? . X. x4^'. x ' *, 4 ?'` 1rr, d J M, ?r•
r r[t'?',.? ' `•iy?" s ?,,^.?, ' i4 _. r, .: c. ?.. ;S 071 ` •s ? Mq, [? \ ? ? •? ?`? ? ? fii f- 4. ! $p \ ?
`NyaJ .oe?,?"??{`'?r \?,l.tf ?arF .? ? . .,, K / b y?+_ ?^ ?•P3?7f l7? ?i ? ? ._ - ! i ^owy,r ? ? ? , S9x\ Y ?¢! r
+'f!'' ''? , ry 59 ? ,? .?.,•.t` • . r2 ?J7.. S .%r ? l?'t"i a+r r?ti1.,...? 1"`,- I ('
?? i' • r. ?S`/ 9' !nB err cs.,?. •aSc? , 1 - 1 / ,. ".,4?A 1„`I.4 _ 371a7Y?d -,.•' •,,.( f
x / j/I sr•Y?{' : r t y rr 4 ,. - s? o
4: !!?'^[,0,?, , ?yJyO .. +' k' N I ? _? . •t+ ?. .. -.,?? •r• ?^ 1 I t' ... ? t r ' ? - h?a4,
J Y tf' / la 3 .+ r ,• ti 99 I y, t•
r`?P+ i r At ?? r+ .11 a C1 V ! W} r? t ! nckP` ? r',. n
r. . l • J' .r / I I 1 ?, ?, / ? . •! [ Y. w•oet l / ^? ^.,r r _
?r ? r+?ct?oaS'. .ir ' ?/? ? w t t \ u`."Y"'''S // / ?R ? r\?irx) '+
APPROXIMATE MAP
f WATERS OF THE US
FOR SURVEY AND STUDY PURPOSES ONLY
--- ," \? ' ? CALF 1" = 400'
SUBJECT TO USACE VERIFICATION
n •, C
?? Oi?r r 4, QB?,r?r T?\? ??,, ?Y ' V{ 3 y= T :r ?•dt '_:`..'i r.
`1119 ? `?, y, i y ryJ't , -
c•
?. y Q41d' t L.. / ' •'?r"At? " •1'' 1.} U; • so
1
.- any e?1 tiiAy/, fiL°' : C? • /^? -?11 4- f ??s ?)Ct? Y'-•,_u._.
F iY !' n'/ i-'AOj \ r. 1 qny,
"t° ?.-j%b'A't?4
?dilOb`OEO't41LyE)M1s r"?-.•?? 1 d 1? .t I ??G
/: ,?s-n?t'^ tiii+e°srn• ..,` ? r 1r• ?'1?' `?.: Jf+o)6 /,;
r +' v
?A 1 - 26
WRti?C11t4,,tp Ca 4{, •r? / '• ?`t? Cflj_. ?1.• V r `L' ?1 ?•t , \\
ecx'EU1u+t .4•! ?:• 7??"'? b.?n-g?. •Er?'"• ? i ` ? \
os,
h d ''b `. ? 7 `+'.k ., Gq°ry4kV•r ?` ?wr ?. r ?b F
K?. wYLIF, ka.? ?„a ,g ° Y ., G 1' 19 t ?Y y? } m• _JI' t
„fW ?.n11 S ?'??
//2
t ••wN r: eJ t ? ? ? 1 1?1? •A 4 i/
h'3? ? ,J .6n `\• Sri :, ?'ri
h C1 1f^?:,r+?,. .
...g<..e; 0 u:.w ? ac-.°. ,,,.-: ?. '?- ??c , ? r ?. 4` i '' t?, , ?..a , . ? ,.r ?. w . ???a _,''.•,,_.. ? .? e,i
f ,c'y $ ^' •'""" ,y' `.. ,t. ,p? '? r.rf1 vl. 4 1[+yi3? 1 .r?`?,? r w"`"-L ,`p {`..+ ?^i.".,,?.b`\""'?33?? p•.K
f? .•! •!,/ .} i ?• .Ct•" s , n `k ,,,?'*-,•g7 N .•<•• (? .y \ ?'J iea^!p 13' . ,?, @@ \\ • \ } ._ _ ?` _ yp'.°?'` - ' a' : ??`5
fi?TltrJ?j'B 1 4 ultylg.? 4m10 (? Y ?. +mrot 4 ?` i ?•.I`\??p@t?#ti ?i? ,? G? 1i? f
r- S"'DD Rj?q y? 1? ? x'+c?a s tt •1 . ? rs.l , ?? t?_d 1 ? ?'. ?E w .. ? .."t , 7,??3 ,tr? gz, ??t}
I M ?, .C e
•.d r . a j1 > '- 'fit ` 11 1,s3 FT?1 ? +4'""?
.v m, ? ` s' .,?' r -a. ?wu4it 4 k ti_4. r ? .? ? ? ?v ?' '' pfuYa .a t t ?, d ? _ , „ `tom ... ? "e" _ ,--i d \ ? ,t+n ? t • i
N ?ii 1& _ 5110"• { a tr ?. , c?? `?N..s `_ 4p `^' .. xe ,i: a ., y, ?_ ?. - i
*tn Q 1 t i. m eL t i f a1 0 ,
+v F /1 * 2! ' C p ^- e' u N dl. A'..: „ .d r / O h-w .? .\ `- 7 1 'r• ?.,
v
?'tr, ?,, Qd'•a, dJ536g-' Y ?''e ? ,
• '- q i d $ ? i kiwi` }- ?? t i 1 ? 9•! ' 01
L,Y kt «,t„ .• y' ° ? +??ee ? X? p? ?` . s ? ,'4 . r .: ? ?,, ? ?t :1'g°Ntv'?' ? ° : ?` ? •?'G.??'i. 'k`a°? `' °jJ? ? 1 - '? ?J •$ s¢?\ . - ?
Yy-N??". ? .t"arr?-•4??r. ~? - ??J Pt 1? 1 } «? ? r? ».? ?A±:. ti•• .\ dn. ? .,.
_,?,,.-. _ s ; ,,, '?.., .: x .•T,y. ?` •. ?&•.? - y r ..:.. ,,,..,?, s+ , ' } ? 4l?5`? r' , . a "" t ?CR?7"7 ?w•. ?- o , ? ? ? ,
??? ?_tps 36s"` '^..^_-'?w •' /? '"?.v+?4 ?? - to ts_R ? ti.? , .,
r? ?-?vd' '4"? $!t. A .TjJ•?l?' 3.. f."" ._`0? t T-' Ar, ?W 1. ,?oJl ? ,,i d ? ra?pCk` r `L .' .s9,1.rBJ ? .. ?" ''i`ce •
sqi
1t? 'dc ` .L` •'J 94
,$4r? 4nToy? . ' ± "''''y ? ' ? 1-' '. m p? ?. 1.•• ?':t ,l'aq .',? `a `
cbp
s. aP ` ?r '? #,,.`>P° /.r ,;?,'tw? t r ..•ss Wd*g' f?AT?rl? \\ - } i,'?cx. yjt 8?. S9,t t?D94.t
-Won
'i}:.`??e`'tc1... ` ?1"' ? +?':yrfr ., ? tt1D ? _ ?. l?s?Vt;' ? ' C' 7-_ .?...:.• ,? ?,-1.?' ?"" { ...• `a ?1 •y ?5 4 i 1 1 w ,
tl?/ '?nt4xf''f '?'.r/,r/ ,d^ •!;d?7r4 ????? ??_?.-*3Q ?... ?.,?,. ? 1 - 17r,y? ?" r; "', ; +".-.._..??J _..,M??lva• dedrfa ? ,><-?' /...._ ...
h; . w g •'•7 ' , vQ ''T6 ...'?' T ?, ,r,, - 77 n 1i .., r y,. .? i+ .r ? h ? ? t ` :," i t -. 1. _ t ~_??` ?
. r. J? fJS .? 1_ -' •.w ?fi.+a 1 t7 ,?, 1 1 ." by ! i I { k«"
F,z
1}'.. O /a?'fs r / ?;'4. '?J,iT.lr ? ... ? . ' . +7, - ?! - ?? ,??'?''%"t r• ." `-? ?. t r 1 t? ! ! ? / . !'4t,£' ,- I?t t? ' r'`zaj°e
.7 y ?? 4 I ' `l ? 55,. ^'M y I ? ., ... ?. ...-re y ?(' ! ? 1 I } 1 ? / 1 ? ' . ?. M+r+a?ti%?m 1? ( '. ^"J'? t • ;?
S'c '? 'S4 l yd i 4.... ,• ?~q?'f L?L.,t a' ? `?' \ . \ 1 1? t? f' a,?ti??t /' I _ / R?,^?j f.
yr r" u ;?3G :. ?? ttM • ti•t? •`' - C ?t e'?i? •ti'ax
APPROXIMATE MAP
i X +?a:S r ? ?,..; r6?r?f "? / _ ?.+ ra .,, ? , l1tVt». •
WATERS OF THE US
SCALE 1" = 400' FOR SURVEY AND STUDY PURPOSES ONLY
SUBJECT TO USACE VERIFICATION
P
-tw
ty, .,?' ." / .v •'.4' O ? '+f en ?• '\ '??r'..- .it782`50'21'E '?"w?
y7FCs1?.,?'?• •, n` F ? ? ??4-a• ??i?. ? r/ % ,,?'?. ?rl?>j, .9?.:y` ? ?\'rlrpp . ?} _ `C
rR Rib,... {f i _ QejgJF ,4+"gsa ia- tt I.?, u
14
..J"y p t?tt?tr+' F8C 7.i+? ^ A? '.. ,?' ri •A ' 3' #t 4 r??
•c Mt?nwo ?'s'31 :. f'?.,? ».? ,,?s O t' ...,.h1
r. -'uta tr+?i r€: u to '° I •?
' Al -26
Y 1
aA47L41YS? ?C
lit-
Y ?'+? ST" s! ' ? yT 1-!+C' °'yt`.?yV, ? ama rover ? t ? ? F
L.Ah?. WY4It H k8.? 4t50 s yy C4} 1- 19 ts...? t,/ f' H 1 - 22-
?? aagr? l1 ?? ?y., _•,.•. 33....?:r ? Tr'!4• •. ?'P t I ?, FF ??.. i? ? yM, Nr.? ?a ??j6 Sn?? \{{ tri
,B i 1 Derr
`?? 3 "' :?? ? ?. .e ?'• ?ro Sd I ??fr ??. ` ? '`tj f?0?,' ? t ,. ????.?.?,. r ?'°'r,y d0 i, '? \? ,i, h.:?f
'` ,? //r • / ''' t ?? ? ?r?v '?' N t ,?• ''ti cy?rd,'$. - 4r ,1 r ! ' . ,??',`(?? h ? ? . ? .. ??, ? .. C \?
/ f d? ?.+ " ?t'B 1 I -`'• t• `? 9? vY1 ?1'??.r ,?, r,y,._-_•A .? \'•ili L. p
r??'sk v$ ??a1 , fe t r+ I ?°? ) tv ? ? ??`p??+l;, *,??t. l.%t •..'p?i??- "'° ? ?-•.` -* ? t '???
r 4J '????. ?a a 1 dY f 1?r ?,G _ ?- ?+•- `? ??tf r
s _ i '? ?? ? x \ G ry. ? ? (. • 1 q?'?fyl'v '?. '?., i ? .. 1 1 T e r ss +-z?- . a ?r +r?' r ,?i e.
(,p
i? '?. •'.S i ' .;`dpdw ;_ >tr 1..?'t'.` .? r _..tF.."- - ..? - 'a+w. _ . n "?.
a'+ 4, S - '.:?^,'1'" 111L{#$5 ??-1 ,$?." •+W „ ''
H
' ? ?,! !g X110 v, `? ,S. s ? "??. ,°r, 4 »,,, N?-,r,c?,w , .y '•: ? e
` . C 1 - 8 -}?. .a 3r Nl F-XV?`y' r (h?' ',Y a ire i aS,twl. •r '"',?. ?,,s. ,µ?"~! 5..?. ,\ '
c i d ? ' i ? .'r'$?-?: )? Wp ?"? '?, V y, ad ? _ '4.? °;7 S R? 94.Wb?? i ? iv•.'
t` 0. ?y?k749 aG o?+ p i. •i? qiS )'4N?'9 .•' ,?1 y ...per ?° 1 1a w'xs?54 \? ??. ..
'iS
.s e \. 1 .,,. ?.,.4r. •I r ?$`?' h 'arn. L O/r\ j
1°4rt.
?'I..- •R9g irtj ?- + - id * y"h'rd ? i c • ?? ?.• .! 9.R ''t?_?
; a-.•; d r 41 »dsV t X?dRr3+ Z $VIA :FOR 'Mu" t fir'
19:.+".xt?,1t?T?°? ?o-,qtr 4?EC(tE''- ?+JtID ?. a1",+ ?b? '4, _. ,? .? ?' ,r,?, •? G.."' ° ?4`" tt_ t9t °9.r?1?' `e L? t' ? . S? (? I ?
?",% r''3 f. p' ?y tsTt "?,~y$ .. r n?.??.". _ ?; --': ?. t••-? '.+?. g - .t rM.. '' ,? ?.i'_??`. ,,,,? '?'j' r ":1 _=.
r r /j? '?tar yj.,, r i ? ? a ,e? r ?B 4?`rr ?•-'?'-.J}t ?+3 r c!C u ? ry? ? ? 1 - 17 r ' '' ? i„ _:._... ? +RtYa? ros, t .,w -? }:.. ;,_
b'G J R. `QL -.' S? w } M t J'
p ?.S" t S -i
ry r•HS ? fJ6 r d',,t ? )N?' , ? .. .?? r .. •,1v! G,? ?'1 r,ti S a? ? i i t .... _ . _..°^ (.. r .. _.' .. ? y tt ''ri
r
C?•: a 'r,?,h• , / ? ?t;.lpT,r9,rj ?„ ? ;A?:, .. ,? ? /r rl t ? I tt'n. ?? a i? ); ~y+,•Mi
It
,T et ,5^. r J J r ,? ., .crc+iw . ert / ,?,?? +
p qr E ?_)t 1
1?{ '/
,n.+d C? s/ Y.T r ?' fj`G ?_..r 1 ?? 1 }l ' L? y //Ryf
41
r i?'in .,11?{ L
APPROXIMATE MAP
WATERS OF THE US
' tu""a. CALE VII .: 400 FOR SURVEY AND STUDY PURPOSES ONLN
-
SUBJECT TO USACE VERIFICATION
IV-
.j
Z
O
,9Lt{ _7 Q / 'S2S'S 4fD - 5:.` E 74115 ` I lQ 647-- I $' O O
\./ f 9r?"??rr / -'? Yj^'•"t•` ? ii Via..-..v.lrrw.?i.-'f" .'?C"' "'...
JAI,
Wit
W
tW
t I 3d I ¢ r I a #'i°\ °T? '? / ??( p I +1? \ 5 w??
/ } .T ! /t ! i f 5 t,?-,j J / J,: at _ ?(_- _.i 91•. I?? ui z v/
r 4 .:E p t ag Q W
ea o
as O > !W v+
1?7
YI1LL.
st,'` ? .?S s{ !\ ? ?c f© R? ! ? 1 ? }?.: ? I ESL- .''.ter' 7 'r ..G r. ? ?4ab Jf `c'j.' t t co
a5,6y`aK 1.w-" 1 ?. `s./•! j r ,? ? ,e: y •? . -,1 ? \ x``- 1 r °?? .• / sy j ' \'£ i .._ _ /' 4
S'd`?},? '`f r'\X1 r.', ` x - 1 `y'3^yi''k N',`r 1 .i. ?`.° _ ?; yc lJit., ;•\ Ii. ! +.',-?
N u'. a. _<r? -?"'"°
yL r
o • \ 1 `t•gp"1ti N'' T T ? 2 e°" -P-'?+- - "'*qt1 P ? . -,,-
?
s?N
1 E'S' ;... a,; ?, ? S ?,--.i94-} ?c ? ' ??_ ? ?. ??? r\? `: `'Zt"r• !w \+ `? •`,?+\??'.?,?', i t???- ?? 1-. i,j?5g•krt.. ? .s3 tti'•'?'Y'. ? ".??\sK.p°7 `+2??@i.rj ? S- gip' ?r
`? \C, `.^ x-.20 4•? ,? 7 1' o -'?'?-s°`--G ,_= _ .Bi59 °? r :.. • tsS !!r ?. ?`'3? ,,..
'? ??-? ''?.r,.A •, bl?.e -?., `'_ p ,, \; \y, 1•;' .k ? `g. _. ?_.•. -R° - -7-- ?? - ..0:1. j 7 } by f? tty.i, j i
; dl p .}? • ?•Q p ?. j, ?pJ% ?t ? •, ?t ti t °s a?t? r`f T ° ? r ? ?! ' t 1. t ('t l
i f IS 1''t ?. \s w _12 t+..s?? ag s81 Fe..,t_tt r. p \ Ati - o ti.\`? rtl a C?C6Yi . l}
11-1 S I-
-Z ?4
Sa38 w;rz fs i{ 1 i i- \\ 1 C31
?! v r S }` y j a e N 'g' y ;1 3ar wR ?6 i s ?
?, 3F' '.r t l\`1 F xyW laa..t.?=i ?si„'r'•°'- s.j I i {?'? ^ 1 1t1 C i'1 i \ ??'
. O\ yl b ? n A@..F ' ? yr ,? ? ''? ?' • 'c's0.aa4„p?, \l 1 \ w
'ri lK: ?? ?Q r •;y1 f tuir( tq•.s ' \? \t'
ti ,?• } t I •` -_ .5, j t -S =.4 1 T}'.'?t,_,_„ p a ?t "ly,.''? t
M
ta`,• v? ?$\; ill T?.,'-""'f cU aM/ ? I°Sa { ? .. ,t1-y?r-t t=14\. \?
\ } g' 3 Y h,\`ti ,t- y d'o?t. .o .fit
, 04
' _ x $c `? \ \?,? ? a^tv r µ j1D? 4. y ?6* s.?.A' C'? ? i•'q ? \ ' 1 1 r ri
._ r ? ?? `?\?;\. t ?\? y ?,..'?l?o ,{3/'?{531•` t y 4 ,t?•i ?. ? _.1?} 5 ? J,'
cc
s
p h a Y v a?ga'trrS ZL.
41
L70 ? } 7/?'p ' S 14? •
-- o
vim,: ?,,,,,%?'? s '§'?r? •, r.+p ' --
w ,,.,aS . ?:eS '' ,Ti?''??.• r ? '? \ ? °'? w- ? ? 'l`' sx•'so'xre ? •
s
Q<p`? ? / ?.` „? 0 iy? s Q ? .r r .. • • ?) A?r? , qs.°n ?? . I g} ? '
?t 'ca s?vk /l ly?il,?'?,A'' ? y?d+S _ ,,.>''? Kth? ?•?.... 0 ys?lJ'- ?Ft ?..._..-_. _.
K neni't?"arcc,°?,?yt.C1^r"i•`"
a a u•??. ,` ? .: Via, J
?' •' ?s,. s+?j? rF ?{ N as ? r ? / .?' >??
Al -26
- CWyYS+ iW C+s '' r ??? A?q-G?•• - 'l7?'_' ?•'?' ,\ l \? `?
Ki. wY4lF, h'q,{ y{+o / , _ ',. y +??> . ?h 1' 19 y / }%{k ta6ar f.w'r a a.o.n? ,
h n. Cr..an Z1 SL-"'. "?L krrr H 1 - 22 -
%!?% e, ? a tr '_c ±z-? ?,,,..-g I ? ?+?\r •, C r, t. : '0
t•? 3 ....a"' ...,r 'S. v r Nrf{ ? 1r? w r _y1?>xisJd.? ?? ? ' \~"`?`^,.1 ? 'm .`.,,.. ? -?a'?\\? s A:.'?f
?* ;,,* : ! •> i ?, r t yS "? ??.? .,g'Rj i) S,.,S. ' , pe ? •; \ ? gr,?,g, a? qua rr' agog ' ? \? ? ,. j - .? ? - ap •lY ,ti, ? `?1 .
jZ4
r aisi.
l}B 1-4 ;'A
w, lp t? „ .? Ifs' -m ?, ?' ",e "1+?' •. i. 7.' ..-- ?'v • ,j s 6R,2 V}
' r.:' 4tlp''sr• `? a'1 r n $' t a 1 , 1 ? t" ? Na. t ?, j'? t7' i I (. .. ? ? ^,0'?t1? •. ?.r... rm?i?4. - ?..? e1, d?V?l Slp ? f
° i.l? , ?? ?? ? 1_ x *? ?- ?CLr ? ?N ((? I ?'? ?v '?.' '?nj .[,4 ? ' ?? tines Q \....?? l\? `\C ._ ? t ?JS.?!4i n}?. i '' 'k??,?41' , `? •i
i
< .,, nt? ? -?,? Y -i4. +•,.?. S? tiSL ?,.. }. ` ? J'd u' 'dl. a 'd i dP .. $ )ut`t _ - +R w°` •-..,tiz J?q +. i
. `3 eft - cwu{i1' I ? 5 r ?. `IF. ? .. ?34? ,w ;. ^i .* y :+.• . \ *. ' ? _ .
1} s?; I I . ? • ..? ?? b!? ,? ?, y .- w ? ,? ?- rw:„a .? \ } ?
,,. „?, ? f6 51140
1' "U-- ,a se?? 4. i'` i-,' i at r s0 " ,:.?, '^?• _ `S •-\ 1 {•
.n<n •. nbe ,?'?+ C 1 -8
?/ f .t8 b? ? + ,,, WI P-• N? I ? sv ,a r a ?! ?. ?? ..,. ..g7yJS?. n 6?., i r o•,:
.17e » «w .• ? . i 6r s. _., ???ZS ? ??. o? ?. A ? ? ? ; ? ?. ? ? i. • .'NIOp ?. I 'q N??' ? e ' ¢ y;`',,? ,? ` 1,., * d? ?p,?'?4??+' 1 ? 15 ??` ?aE'?\ ? - ? l .
f',??' Ti ' W;?st? --m. ? .?J .• ? t•" } r• '4. n?:r. ,a ''s ? ...sw-vt???.? "'t ??? •?
? ??i? `v •:'
.-,-?., r'.-•; ?.? :?:,, .r,y, ? ~?13&Ve':' p f` r .. ,? ??r -+ I ?• r'j1. ,? ?I'r`?i + E ?'aj2EP-ljr?li,? vr.' A? ?
S? rs..p. - - ..
99
L-'e?'' +. 2 a4lt..f? -1 ?}} r' " \ -!$ sA k. o i , .•. r t ra i ?.
w tc_.4k ?ysagj c}?beya:? R ray. f, m+,gN; \? a. r, aA??w?`:.
ld,
i ?' :1.?, ?? r9 }r v41 jr, 'hi i ?4 ???,,.? ?s',? I .? n 1 '
ip'.T.
a ? ' y4 ._, ar 4 $ r?s - {\'?' a)', l
?';4 Q?`?`.'?i^i; ?'t'! +o''•"? .? 'm ? ? ., ? ..:s ?r Qer' fNT+`?r ?i '\f ? -? J y , "c;.ry, ?? •? ? !s?\ +j, ?,4/? ,: 5
? 4. S? = ,e rA . • -'tN` w `"s RIDE r ~ ?: ? •-.w •'°{ ? r '?, "- .i .y ? '+'„r L. ;," - ' ?? ? ?e 1 ? + ' { I
... %7r '' :s _a`"" --, as ._ '? ? +.•'- ?.? ? 7•. t r•. \ ? 'uh'f 'a..' ,^•-i.-. ? ^'?' / ?',? _
/ '''r.? ?' n, ?? ???' "??- -? -. ? ?.! 1 .17.. rot ?_`} .r, 57't(It'.d• ,. .
y j f '?ar /V, ,. ?o ,t.. a 'RP r! pr 9 ' - N 3Q o v ... rs?. •? f ? •Qf w i ? L, .-.,..- -- -• -? , ... I tabs t?
p.. 1J w -?d4'?'N s . `ki Oa ?' -; r• ' 7 ?, .a,+ n S ?? ?'.9- ?.%? ,'':p `•. r ' ' .,?\«? T 'sa I (I ._.... .. , .., i•, ? -. -' ur" .., t ? t Z ii•
e ? fJ ' P li
?± '' f'?it? 1?/ ?'q, j'm? a?'+i .r, '' , ? ? 'X •?? v ' :ate .r : r? , '`1 ? i ` ? V ? t'y' , ??,? + ' 14-
0 ,rC
4
*fi1 ' ? f! D osg'S ?.r !.- ?(r J. T t '?? _ V \h \ i 7 1 ?? ,M'Kr /, / ni/y,1 \ Ivy
¢'/ sew v'.T'r ?? 'fi` L•••? ^ 11 ? ` ",, t 6
'? r f li a.
E 1-8
_ ?' `1 ?J? J- `` ..• y ? i... n rte. a. J ? ?t '
APPROXIMATE MAP
.4 WATERS OF THE US
"? . \' ,. ,C LE 1" = 440' FOR SURVEY AND STUDY PURPOSES ONLN
SUBJECT TO USACE VERIFICATION
? -' ? ? 5? ;fig"?' -:"r,. -.?0.'•1 ?=? ' .. ?-•? - -II9i4 ? -? C
?..`_ _ RR.. \ ?f^O _••" ???p Yt \ K M?42?7•03.,. ar ?'??-_? !.
y r ? •I'1 ??^' )^..; 4 ?. ? ?F?1 -°? Lf4 .. ? i ` Z? 9. r .tt ? ..
, -71711,
. A N4t?\Pp?t? ? ti<? / c?4 11J??'+o?q?»litl p`Tt•. PN?/ r'r?? ?9:?t?..?,?t.:Y )tl ``440; 50
"+e}' . ,1 rlr,?$?^•, y,.tl4rt _ : ij SJ '., H11y-S•,.'`° ! .. a.. ,.t` V \ '? _ -.. _, _ -
G "' y ".:..?'Sh?s?.q?V,y`y?\ w ry P .. _ . ? .AOj \ i b ` h'?'
134
itCO9 , 11 ., ?i v1 O \- t
R -?I „• ,sypa ? ,, +..?,?,,yq,,,, ,t. ,? ? i' ';,6
,.cn till" A 1-26
fi i 40 J. i 'e1
,x,vnyiipw?:1
wY1.4F N'aaa ?Yto C '?'y ./ °'?#V - 19 t ?4'{t?S1 t y 1 '` n•?"•' _ w.ua..a.. -` +?! h?' i
4??r:.a,n"i ,rg ?= ? ? .,+k`7 `Sr) "P?sd ??? 4 / bl /$7/v . "S'` ?., .??." ?.•l .. ti' ?r/.?'j•
.?. H1-22a ?? ?h?. a:• j?t
1 .1 / ^r°fa ?t,. - .ri•- •4?r ,, LAP !. - - I. " p - +'•.,A - flea G1,y SA`' i ? y 1 lq
¢v/ ? 3 ^ i? »" '?,,.... ?.* '? `ta 5 Ir ?? \ •?'?+,r?'' 1 7 ?'?` ?•::' S • *«e, d0? ,?aw`?: \ t
fir` / V" ?.+:~ ?' ? P• .Y1( J h?i u ,+! z \ (f ?.' q_ / q ? :'!..,,. l ' _ ? ` ,,i ' y a \ ? •?
.. .. - r`ry / „ ?+t ? ? PC ?n ?t '?•p?N e• , N' T •-,.•\? T?4?,,e;'h? ,? 4eo?n?r`,' Iyj?' .8 •`? ,\'??e\?,\. 1 _ ?.Y,r.'?'"? - ?= `? ?', i??,ld
??'•+? .p\ tt- C! i raY,+• •, {O y?• 1' r: '[$l \ aa/?l' \~?• r .st ^'I,dNY" +? \\ I`
w~' `By1-4
,•,y.?, n V A$ Pal,Oj? « ? o ? !? ? .,ap'l.? t. .?_•? F 8" ?6_'` a ? ' ?
s ?? X ? ? s i i* S at ;rya { "« j ' (Zr40
. t? ^ tr1... / y =1» t:? b?' ?Y?b AC4r .i. °"e"a ` (i?^!{•?1 •{I. ??J i i `?? ? ??•{p.'I" t 3. •.`_`' h \? 1.,?.?• ?,.. •'?'`- 1 ,.\ '? •aw ` •n "S.
N ? : - ?' 1b. .:. ?? d -- j{t- I. I " ?'n ?y ",SI? ? . f ?? 4j7 ?,, ... „ . ••,? .F- x., i+.4?.. ? ?,' ? .1y. +
tr; i• 1r t„1?Vi1 "tl.. (Y m . 1 eY r Yp 'M. rS .\ 4 (' 1
curl •, 'fib /r • C 1 .8
/ .e x¢' ; awl Y y_ oeg r . t ` i ?\ *r r5q ?, 48 •q y a?5 s?`p C
lg 9.!{?/
.17? s;[,.w ` a. S c. ?? ,a ,_,,, „ /? P"'., I S spa rN V F ??C•.,4b??V•!•,,. `ci.._ ..o'yr' 1 - ??7"K \13 alva.
4. \`,,p?a ?. `?.Q? n4? aa••I .I >?: f4 ? +,- .?,m?"y',q*?r, ? '-r.?a..: la ?4Q` . 1'.
.. "?•v`+I+`•"? ?-n ..' ?.'"r? x,, d ?S'L' ?? ' ''1 r' l' } J ? ?, n?, 1 x ( tin r?«Yy.? ?? - ,?.'y?Q?O' ?*t\'s, ? re• ?. •;, 'ic ?31? :?
o 'r,J•,•,•.? titi Y ? 41'?`??•i ?• 'j ? f ... ! ^+• •.?'?Q? ni ! j J? ?- ?j (j ti' , ? C 4YJ`r+l '?jf ?.4?"..1..• ? '?'JQ • ? 3 1 N
y `ct?3? I yr T`r p L ?.?i r e Myla R??5?1 t 9p Gl ;ti ti// I,^
£, •\!` ?c _-?? Ogg ?? ,.?4?u^'a ,?.. ?? 1 o , j t6-? d.•I g ? _ ?s ?^ 1Yr?cn , '? ? Oeoq?' . ??Rrl a'?*' ? .
.,* L. - ;,f? r M ?y'i•' ..cL * Y $g J r•( ?.1 !t ? y " n 1 J . A?j y
• x sP'. r '?' •?Fk•„`3. p tr. r, ? ?K" ''b? 'S i?X, ?, ?• , 'w ? 6p «:,, ?r 1 M..r:
; h ,, ?\ b0 .•n ._? r_. ^1 Ar. 'k- i jq? 1ti .H ,, .. 1 i \ ?,,, r' r - \ .,
?' a 4 ? ` r .ES ,A,R•rA - .•a, 1 ' w -.: / ' . w" y?Gq?-R4' ,!oTs?iT 1\, 1.•• a_ b q 'Kn I., ?J , ?t `S \ ?' ?illu4 \J
? - '??l???ti :. ? `?"' 4M?ekE p• ? yt ?1 lA ? ?'J'v`i?'?, .?,_ -'1 " ?.. 1 r. 9l ?? '`\'7 +. 1 w .
-D 1 fJ r r ?p' .r_ _ 1 S - ""??9 r r• 0 ?-° ..? ?\ 1 / I_I
/ A rs 4R ! 7 S A S r! Nt 'rz1 . L 1. L j.
1 17
pr?// ?LIDr 9 ? o '+0/. ne gY?rF ,r>•,?^'?zJ ? ,NY )j 1 ?. Fy'+f \ r r,• IQ(A \."?.. L. ._ ,t•. - _ -..... 57?1•t?' 7Gai f• u ?' ^- -.!
1"?;io4? / •• q ?` l _ .,. ? r ? t n o ?l ' ? "? .t. "?P , r? ,. ^, .t « T ? !' S ? ! ? y =" ? , I l .
r v.. 1 ' ?`tS?JS fi, ,, r - $ i ? ?, . ti ?,,.•? ••M,@ 1.; 1 ? _ 4^ -' ; 1 ' d i;.
Cn+7 rah , rP/ l•oo ?x •? .. ... .? , t •., 9 r r. 1 ; i ??jac
?.i p 7 t+'. ?14. .It rl .rr J' .« - 1 v ... •+C>? 1 '1 1 . qtr' ? t r',+.?n
r t A'?fQ. l? 4 T ? ! - 7. . I - r^ „? ? . • ^^ r ? 1 i '', ... / ? ? ? ? - 1 "a-aa 1 ? ' r r .. t;Jy3 '• ' ? ' ''ri4i
I?•, ?r %.• ». ¢/G .!. M'? ??•[\,? ?M ,?\\,. ? ? l 1, q r i`L\I ? rpt
"r pgFgC•" f "?' ,!c' ?r .?•ri.?• r? `? '+/ .1?\ b ? rri, .s+yR.i?,w / / •!
?( hDw'r• tr r^'? --•z:U ? i.1+ ? ? ? ?Ib! 11
APPROXIMATE MAP
WATERS OF THE US
-- ?.4 f f ^ Y AND STUDY PURPOSES ONLN
n` kt 'CALE 1 = 400 FOR SURVEY
SUBJECT TO USACE VERIFICATION
`o?OF W A TF9QG
Cn r?-
O `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 6, 2001
DWQ #01-1529
Gaston County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Southern Lifestyles, XI
C/O Mike Bateman
One Executive Court
Lake Wylie, SC 29710
Dear Mr. Bateman:
On October 18, 2001, the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plans to
impact shorelines for the purpose of conducting shoreline stabilization in Gaston County. Approval from DWQ is required to disturb
these Streams and buffers. Please provide seven copies of the following information and refer to the DWQ number listed above in your
reply. Your application is not complete because
1. The fill location and areas were not specified,
2. Only one copy of the site plan was provided please provide six more copies,
3. Whether lots 45 and 47 need stream impact for driveways in order to be buildable,
4. What is planned in the area located "Open Space" on the south side of Wing Point Drive and,
5. How you plan to comply with the Catawba buffer rules for this development.
Please call me at 919-733-1786 if you have any questions or would require copies of our rules or procedural materials. This project
will remain on hold as incomplete in accordance with 15 A NCAN 2H .0505 ©. The processing time for this application will begin when
this information is received. If we do not hear from you within three (3) weeks of the receipt of this letter, we will assume that you no
longer want to pursue this project and will consider it withdrawn.
cc: Mooresville DWQ Regional Office
Asheville Corps Engineers
Central Files
File Copy
4oh ly yo ,
ome y
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
AWA
NW. ENR
Customer Service
1 800 623-7748
SEP-26-2001 WED 03:01 PM SOUTHERN LIFESTYLES FAX NO, 191UHbU865
' Southern : Lifestyles
1)(rue%nrtcrct C.rrr??orritirrn
1 (0. P.ox 9037. 11inehurst, North l:arothta 28879 • Phone: 910-05-OMI / Tax: 010-695.0865
September 26, 2001
'®11529,
Mr. Todd St. John
NC Division of Water Quality uu-:
2321 Crabtree Blvd.
Raleigh, NC; 27604
Tear Mr. St. John,
Please be advised that l authorize the following personnel to sign on behalf of Southern
Lifestyles XI, LLC to obtain any and all permits necessary to complete construction,
Michael Bateman
Thank you for your cooperation in this matter.
. S. Talbot
4ss
President
F, U1
NO
%Vmingloki, Noll, 011olim, W:?ndn. SnittiYC:arnGna Jackshm .leunuxsee Willis,'1cxas
1110-256-5699 / Rax 1)) 0-256-M 2 H43-2I6-Rl 111 / lax 843-2 16-8103 6B.5-Bfi S•0221 / rax 865.563-0383 1)36.890-1111 / Tax 036-800.1000
i

L

} )
.J
i
i

,did
Office Use Only: Form Version April 2001
0 115
USACE Action ID No. DWQ No. 9' t
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
Section 10 Permit
401 Water Quality Certification
r ;parian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: &_/A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: L"J
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? 1Y1,4
H. Applicant Information
I.
Owner/A I*cant In at on
Name
Mailir
"/'Q SC .2 4714)
Telephone Number: &Q3-F3/-/-9
E-mail Address: /ic,6,9-Ams-w:
Fax Number: f03 - eU
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12 PAYMENT
VF
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS'Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I 1 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: V,,AfS D "i l4k¢ ?yl e
2. T.I.P. Project Number (NCDOT On]
3. Property Identification Number (Tax PIN): /?f = /j)G - 4 yp
4. Location ? 1[
County: Nearest Town: /cep//MQ.y7
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at t e time of this application:,
7. Property size (acres): & V
8. Nearest body of water (stream/river/sound/ocean/lake): `19 wN e
9. River Basin: (1"42
.9 Ao*-) 6.4
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the Purpose of the
11. L2AJ t the type of equipment to be used to construct the project: o 1z??ir, aA IL
IddtS
12. Describe the land use in the vicinity of this project: ,ePS?GlOercJ/?j1
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 511,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn:/hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss(gain),
stabilization activities (cement wall, rip-rap crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USG$ maps are available through the USGS at 1-800-358-9616, or online at
www.usus.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Iffy
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
(if applicable) Type of Waterbody
(lake,' pond, estuary, sound,
bay, ocean, etc.

* List each impact separately. and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g. dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): ?
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to/b/e followed durin construction t/oreduce impacts.
-e N ?l , S 'Od01 tG wA s. Ae4ce cj C "V-S /RUC ? oNd .Qiuf?r e-*e, ?y
i --/I -/- - - - /-?. st_ _ -71 /
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
n /n
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NC W RP) with the NC WRP 's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at httrr//h2o.enr.state.ne.ushvn)/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): 4
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?y/?.
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ? N /j/
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes El No ?N /j
X. Proposed Impacts on Riparian( and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section. VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
111119-
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone l extends out 3U teet perpendicular tram near oanK or cnannei; cone z excenus an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream frpm the property.
XH. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewaterzenerated fr9tn the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DW etland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F1 NoA
Is this an after-the-fact permit a placation?
Yes F] No LZA
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature ° Date `
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Page 11 of 12
v
US Fish and Wildlife Service / National, PAarine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
SOUTHERN LIFESTYLES XI, LLC
401 Water 9/26/01 475.00
10/9/01 1273 NC Division of Water Quality
1273
475.00
$47F
-
NO?ES. USE J'-O' CURB END TAPER AT END OF RAgi ON
38' S0' 50' INTERSECTIIC STREETS 8 WHERE CURB 5 E FEET OF OREAJER FROM MAINLINE TRAVEL
2 USE 10'-0~ CURB END TAPER AT ENO OF CURB WHERE Cif IS LESS THAN 6 FEET FROM WJNUNE
~ - - TW,VEL IAIE
t 4• 3 I r ~ I 13
~I 2" COMPACTED THICKNESS l__ a' c° - __I
i 2: r I-1 OR I-2 ASPHA T ~ i Mq 24:1 MAX L vaRrES 6' _ --I
\ k SURFACE COURSE \ 48:1 MIN 24: ~r1-- SEE SITE FLAN - ``,~~HU~~u~~~~~, 24:1 MAX a A E
- 3/4„ ~ 48:1 SLOPE TYP. s t/2" ~ ) 48: I ~ eEYONU~ a 48:1 MIN ~ .l =L + _ ; ;
e- ~ _ - I - ? 1 ~ `,y ~ , ~ e . ~ ~ -
- /i</~ A ~ , r~~i.
i t ~ ~ ~ ~ , i. ~ / / / A s _
- - `
eorror~ of _ 8" COMPACTED THICKNESS CONCRETE RC coNSrRUCTioN ABC OR STBC, TYPE B SEE DETAIL. E ;ONCRETE ROLLED CURB TION -A ATI N ~ ~
JOINT >EE DETAII BELOW
2'-0" ~I~ I I ~ it: I Q ; I CURB END TAPER
} N.T.s. - ---fi--
,I
R - OLLED - CUR BDT E AIL I III .I '~i
'i Iwi i ~ I
N. T, N.T,S. it i
I i
iz
- E3Y OTF{ERS ~
4.5' - 0" I I W ~ ~ i _ ~I i I
~ I ~ ~ ~ I ~ ~ ~
i ~ !I I ~1. ~I_;l ~
R/W VARIES I i; - , ,i ~
I 'I f I ~A ~ P l A R U l E R I r
24:1 P1AX j r,~~ r I ~ NC~~~ ~ ~1A,NDARG ~ z
s'' I 48 MIN ~ ~ DRAW!N7 862.0 -,.I ~ ! ~ ,
rr. 12' 0" 2'-0" - ~ ~ T ~ IL ~ i 1, ul SEr ~k~iEE 9 OR ~ ~ 2'-0" 8' - 0" I ~ lll_ilr =lll_:_
- _ _ ~ ~ 1 1 AGDITIUNAL '~NECRMATiON - 1 - fi . t-- f_ P~ ~ ~ A W~j6! ~~.(V i
2" COMPACTED THICKNESS t~ { ~
~ I-1 OR I-2 ASPHALT SURFACE COURSE MAX ~~~11 ~ _ i 1 U - - - _ _t__t__ 24~ 1 MAX I ~ I
24~ ~ ~ I ~ 1 MIN ~ 48 1 I ~ ~ `ROLLED URB ~ N , ' 48:1 MIN i - (SEE DETAIL)
48 ~ _ I - - ~ ~ ' I
- =i`ll-= ~ 111 i/l.lll_ - ~ i ~
~ i /ll_ - I
I I
~ j 8" MP CO ACTED THICKNESS ~ROIlEI „ ~ ~ ~ ABC OR STBC, TYPE B (SEE [ ROI.LEL' ~~UR.B ~ ~ ~ ,
(SEE DETAIL.) 'II i I i
1% I I~ I
TYPI WA TIN C STR W R AIMING LLS EC 0 2 i'
N.T.S. i I I
i
i I I ~ I
TY TR CTI N t KISTIrJG GROi!NG TO HE RESE E DF L I I ' vl
(WING POINT DRIVE) i ~ ~ ~ I ~ I
N.T.S. ~ Q i i I ~I ~ ~ i U1 i I i,
I i I I _ ~ 1--
/ % / / Q I I j t
R/w VARIES 6 FEET FROM BACK OF CURB i ~ ~
~ CURB ~ GUTtER ~ ~ MAN _ ~ ~ i / i/
i~' 2" SDR 21 PVC ®200 PSI ~ ~ % ~
/ ~
\ 12' C" 2' 0" I ~ I ~ - F p ~ WALL _ _ ~ _ - _ _ _ _ - ~ 2' 0" ~ 8' - 0" ~ i,
- - - - F ' ~'A_~_
~ ! ~ I Trench To Pr= Ba~kfilled Witi'~ i ~ Select Matena~ !n 6 payers I l
~ (;~tARO RAIL TO BE I i I r ~ Qr% cF~,?~~l ~ ~ 6" ~"~L'f 16" PIPE ~ 6" PIPE 16" i ~ c ~ o AS., _ De rs~ty. ' ~ +I
DESIGNED BY OTNERS I I ' I
2" COMPACTED THICKNESS ~1YP~CA~) ~ I I-1 OR l~-2 ASPHALT SURFACE COURSE ~ i M~NiML'M UIMENSIQNS
} MAX 24. 24.1 MAX i - - - - - _ - - -I
~~7AiNING WAU~ T ~ ~ 24. IN 48 . a8: C ESE ~ 48 M 1 X8:1 MIN
)ES~G'`dtU BY OTHER;; ~ //L.._:-j~ - 2 llL=~~l,'_-lll__~ ~ ~
1~,~=~~~-lii,' 1VCi'( NL] -
( _ = j I / ~ I - - lll~lll. tlt E - ii SEWERAGE PIPING - 1 ii
il 8" COMPACTED THICKNESS ~ r--~~ ~.li~~ tJ ~
I ROL~.~.~ LJ ABC OR STBC, TYPE B (SEE C ROLLED CURB (SEE DETAILS - r r'r"1 t)NE TYPE RETAiNINt VJ%_k1 Q
C1 y' r.)'F1L.~?J
I j
i ~ _ _ ti I
PIA IT R A IN
(WING POINT DRIVE) y _ l
i ~li:!CkUlil
N.T.S. i
~CICf ~ j ~ -
P ' ___w___,.Y...__.__._ _
S CTION a r___
_ 50' R/W
i i
r ~ ~ ,
~ r; 0 i 1 11' 0" ~ 1 0 ! . _ _ [r r-----_- ~ - - t/2 RADIUS--~ ~ I -i -0 ~ 2' -o" ~ 3' - 6° ' ~ ~ ~ a ~ I ,
- - _ _ I ~ j..__ _ ~ i ~ I~ 3' RADiuS ~ 2 COMPACTED THICKNES,~ ~ 1 P ~ ' ~ ~.~Ont'!;t.'~;r .,Sf,' I' ~k,~'!t; ~ t r r r _ _
7 ~ I ?-1 OR ~--2 ASPHALT SURFACE COURSE ~ ~ ~ ~i~E~7~Jt ~o aG1 ( '~rcrr}~ `ti' ~ ~ ~ ~ rL i v / 31at t~Jof L~'S~ Thy,, r
I ~ r y ~ i -!/a" RAC~~us ~ 24 ~ ~ ~ ~ I 14 ~ MAX ~ I - _ , I r~ Cr z;
. ~ / 48 t Pr!`r3 , I 48 1 I, I N . _ - - - ~ I . - f 48:1 M~~~ i i I ~ z _ t
T ~ ~ - i j ~ ~ 1 - - Imo; I ~ ~ ~ +
~=Ulu-~;. ~ ~ ~ _ . ~ - _
~ a' ~y , , ~;~i it _111_-- ll~~- ~ - U/_ //l_~;- f _ ~P i i
, ' 8" COMPa~TE 0 THICKNESS R r. { ; ~ ~
C ABC OR STBC, 1YPE B (SEE. w TO BE USED ik MEDIANS WHEN LANES ARE SLJPEC I ~ L~ ~~~E~ LAN ~ _ ~ :
i FROM ISLAND pR 4c SPECIFlED BY THE APPROPRIATE ~ ~ _
CiTYi COUNTY ENGINEERING DEPT I I _
v I a.. ! ; =i , ~ i r~. ~ < . r ~ r ~ ll ~ U Cr ~ ~r,l C~
s » ~ 1 - DI C R A TT ~ , 1
D
TYPICAL STREET SECTION a, i. t d
v ALL ROADS EXCEPT AS SHOWN)
ro o N.T.S. v.
r- n FORCE MAIN CONCRETE iZ. ~rl ,_.BLOCKING aETAI
L t S L
3 V 00

COI~ISTRUCTlOI~I DRS WINGS FOR
G,~STOM COUl~l TY, NORTH CAROLll~l,~
DECEMBER 6, 200D
Owned and Developed by:
i
Southern Lifestyles A~ AI- j i / ~
l ~ _ ~ F' i
~ ~ ~ <<. r ~ ~ _
P.O. Box 4937 r l ~ O ~ Q^,' d R~: i ~ j'
/ ~ PARADlSE~~ POINT DAM ~ ~ ~
Pinehurst, NC 28374 C~ ,1;xOK ~ ~ WARRE^f ~R.
_ ~ ~ 4 ~ I
1VVV ~
o ~ ~ I ~ ~ ~ iG G v ~ I ~ t
~,e i ~ ~ S ~y ~ ! WIIDUFE Rr r- ~ / ap t
4 jj ( ? - Ji I
Contact: ~ ~~.l1 ~~0- _ , i ~ ~T• y ~
n t , AS ~",t WYUE . , ~ I
Doug Talbot av t ,~~R .~Et, r , I %'~v. z ti
~ ~ f ~ r
910-695-0881 ~`i~qf ; ~ ~ ~`:~p r ST ; , ~ ~ h ; i OWE DA1~ w~'
R ~ ~ `4 r ti~ ~ ~y ~ / A
S v-~ / `,.2. i ~ ~ ~ ~ O ~ , ~ 4 ~ ~
~ ~ R,~S ~ ~ ~
~ ~ J ~ ~
y~_ ~AK.E ~ 14
~ I ~ ~ ~ l~ 1 ~
~ l _
LOCATION MAP N.T.S:
ll~IDEX
SHEET 7 COVER SHEET
SF~EET OVERALL PLAN'
SHEET 3-4 SITE LAYOUT PLAN
SHEET ,~'OADWAY PLAN
SHEET 7-8 ~E_-DIMENT AND EROSION CONTROL PLAN'
SHEE: T 9 TRAFFIC CIRCLE/CUL -DE-SAC GRADING !ALAN
SHEET ' 0 ROADWAY DETAILS
.SHEET 75 ROADWAY PLAN/PROFILE
„ SHEET 7 6 E~'OSION CONTROL DETAILS
SHE-E T 7 7 EF~OSION CONTROL DETAIL S
CT+
3 r i /
Williams Williams Engineering
215 ~1aCr;~ 2, 75 1 1a : ton _ !«F ~,aaC
Catowlt;a Catawt;a ?eor,~a~ rf,,~r~
u I ROCK
' ti C~ (80,3' -r2'4 9 F
L-A X 8 o z LAS- !80,.5 4

_ ,r _ .
/ 1 I ~ ~ - < ~ y- V WARREN ~ R.
/ r 9
_ ~ C7 ~ 1 ~ ~ V ~ ;i
f - a ~ I T r---~- ~ ~o ~ -
0 r~ • 1
,j Ij ; ' 4 ~ ~ n p 9~~ ~ o I ~ ~0' p z
POOL -n ?
j _ ; 5 ~0 i ~y r, ~ LAKE WYLIE ~ ~ 0~ ~
- l_~ ~ 1AJI / 15-106-041-02 I so ~Q! SITE ~ 1 l ..IL..
d d AlJ9ERTA SCOG(INS ' OB 2761 P6 477 ~
r,` - Ztk~ED R-R ~ C~ PODL p~ ~ m i ~ ~ 01 i,
~p ~ ~ ~ ~ ~ U~;
tf 'p F eT.. ~I ~ aR r!`, ' ` - t F5 ~ ~ =~~~'~<r Z•,7
`'~-J ~ ~ ~ ~R• 1 A R ~ \Q / .fyl c~; t
J / ~ F s ~y POOL q ~ r Mq C1 ~~'r" YS ' C~. a ~ - ~ i i \
\ 4 CJ ~ Po'~A'l ~ i 'y'~ }4,, 9P ,gam \ F ~ / ~ ,,R~'' q l'~;' f j~ > ~
V ~ ~ ~ ~q ~ RMS ~ - ~ ti~: ~ ~ ANC Qa/ ~ ~~InI ntt~~
C7 ~ ~ ~ ;i
~''1 ~ ~ ~ ro+aEU ~~e~s-~o4t~ ~ } ii ~ I
ti~ ~ ~ oe tae4 Pc 640 ~ ZONED: R-R j ! r-° r ~ ~
^C \ L~ ~ _ _ ~ _ rt ~ 0 NUi i0 S(;ALE
r1 ~ i ~
`1 fO ~ ~o"b'ryz ~ / ~ 1 i
~ 1 /i/ ~ ~ e'4 ~ / \ e> '.v i' , ~ ~ ~ \R 1 by ^ / / I I I ~ ~ ~ ; I
' n ~ ti / uz ~ ts-to-aa-o5 ~ ~ \ / ~ d ~
/ KAREN 5..[1RRNS \ / ~~t(" ~i / P G oe I74, Pc 6oI P r~ , i I - - i
i;` ZONED R-R / ~ i ~_t
Q y / 60 9 Tnx l• loe-a~-ro - ~ ? ~ ~ ; I ~ T tl+EpiNFA a u~rnrnESS L~-.~ I~ I ~ I
or o,_ l ~ 4 ~ / v ~ R~ 652 ~ 1 ~ t ~ ~ n; ~ ~ i ~ i ~
° ~i SEP?1C ~i I ~ ~ i - - - I ~I
9 ~ ~ ~ ~~2 ~ / LOT 59 \ t ~ ~ r~ i ~ ~ ? rAx Iae-o2r++ ~ ~ ~ ~ I ( ~ 1 ~ ~
4 % / NT DRIB 'S ~ ~ ~ WING p0I \ ~ ~ / / ~ ~ IYFY LEE t C01tRE Y. R!T~MIf r. ~ ~ - _ _ ~ ~ / DB 2196 PC 651 _
- ~ 7 i r+G ~0 'ES c ~ C I t t3 T4A ~ DB 021 ~
q4 ~4 - / ~ / / i~ ' N 524261 ~ 01PoSTOPMER 5 t SHA DERCOERTS ~ (n ~ I E U9495{ I OB TAO PO 647 ~fAl(/ f06~02,S-t? - ~ F-
4%/ ~ ~ ~ / / ~ 'i / - t- - N-' YTC!£11 L ~ EH1S ~ ~ ~ I ~ ~ - pe 4976 s'C 87J ltl ~ l l~ ! ~ V I Da 176A PG 593 ~ Q ~'I r ' ~ ~
\ / •i ~y - 1 ~ ~ / t(ti V `1 - - _1 I ~ - , r- -t i ' _ _ _ _t _
/ ~ L.I ~ ~ A ~ i~ ~ f~j; ~ ~
~ o ~ I d I QI c~~
TA% / t5-106-OOJ / ~ \ LANES AJ KAOERTY d OTI[RS / _ _ / , / ~ 3 ~ . w~ oe n44 Pc ago e-ao, / , rA7( ,06-~o2a-tl , - o ~'I ~ i i a~~ a on+o+s / ?/`,w: ~ ~ ~~nr~+ ununes, Mt , . ~ ~ *r~ ' ~ ~ ~
~ - _ _ / / ZONED R-R onto ~l - I ~ ,
1 _ - - ~ ,
b ~I / TAA „-tom-~ ~ ~-~y , ~'i ~ t ~ ` T ~ - - ~i . i I ,0~/ _,.~e- _ - 1 ~ ~ ~
1 cesTCN ~n uw ENFORC~rENT ~ / ~ / ~ BOAT \ ~ / \ OS ~6 PO UI ~ / / STORAGE V / - rn>< ~ tcs-o2~ - T cRANNL W. t PAiRigA L MOLT D _ ~ ~ ~ ~
NB 34 PG S / / ~ 4 OPEN SPACE \ ~ ~ 08 1961 PG 159 - ~ T ~ ~ ~ ~
. / / 5 / 1~
\ / 55 ~ / / / 55 _ ( ~ i f I I I
/ ~ \ Tut ~ to9-o2s 4. ~ I i 9xuw a wA~, ~r. ' ~ ~ ~
C / 6 V oe uzo Rc ,T2 ~ ' ~ ~ ~ I~ I _ I ~ ! I ! j
/ / $ / ~ S3 V _ - ~ ! I
/ / 7 cr ~ o ~ ~ ~ _ ' 1 _ _ _ - - ~ ~ 56 , -
4 / 2a ~ _
Pin u,E 1 0 ~A FaiowS s7aoo aFV.. / ~ 7 J I s _ ~ i 57 52 ~ ux ~ ,o9-on-ol ~ }
CONT01111 L1E / `F OPEN SPACE 11 H- j L'ARRri c. t YONCA R C101I1CER ~ Q 1 _ - - ~ ' DB 2J01 PO J70 - ~ F-
/ 8 ' SEPTIC / / 23 FOR _ _ ~ ~ i
~ . / ~ aueNOUSE / q - ` TAIL 106-026 ' i
~ ~ B08Br O. t C~h! t Q~iINGER W t ~ a t46J PG 51t ~ ~ ~ I! ~ ~ - 51 ' ~ ~ oe 124o rc m , _ C ' ~
/ / / ~ / 22 ,J , 1 - ~ ~ ~
/ ~ 3 G 25 1 _ ~ ~ n
J WATER LINE / / 4 ~ ~ _ _
/ / ~ ~ Mc ano cooeoNA,fs ~ M 52J252.6J60 a
/ ~ ~ 21 ~ It ~E 1395381.7670 ~ ' V - ~
~ 49 / / 261 48 49 ~ t
/ 0~ ~ , . ~ ~
/ 4~' - o - - o u>t ~,s-Ia-ao2
/ ~ ~ / ~ 14 - 5 0 J~KENEW FRRYS, RIC O8 259 RG t•39
/ • / 14 ~ _ IONEk R-R
/ ~ SEPTIC ` / /
15 ~ : ~i FUTl1RC , a FOR PRESERVED / ~ ~l " LOT 15 /
CLU8HOt15E ~ r ~w'(N SPACE OPEN SPACE / vun~E ( ~ 7 ~ ,
eoAisuas ~ _ / / Pnc G 46 ~ 7
~ ~ OT 13 ~ SEPTIC ~.i ~ r , , ; , ~ ~ FOR , SA 1 / cl i~P}}C~ iy.LOT t4 ~ 1 ~j c ; J i rr
/ ~ 6 FOR 7d ~ 'Fa / \ ~ ~ OT 76 28 >t / SEPTIC ~ ia.
/ . ~ ~ ~'~p, FOR ~ I .i c r LOT 17~
`°F / ~ ~ ~ ; sEanc /
29 F / ~ Lor~s
I ~ / /
~ / 30 ; ARE
/ ~ / SEPTIC / / / / / r~~1~ , LO~R /
/ ~ / / 3 T~A_x~~(~,~s-tob-om
/ r 44) ~ LAIQ:NE11 Fur>rs, we / ~ / / • 1 . d~~ / ~ p J1R Lj_
/ / - / 32 IT . I014U I
~ ~ ~ ~ / / ~ / ~ / I~ 43 C , ~ 1 / Sp, IS / `y._
1 ~7 .._r
/ ti R/ 42~ \ / ~ ~ . / \ 1 \
/ 41 ~ i /~i
/ - ~ l r t i I ~
1 I ao ` ~ ~ ~ TAx ~,~-,OS-oo~ _J
\ LAKENEW FARMS, RIO. O6 259 PG IJD l.~
. ( / / ZONED: R-R 35 ~ ~ ~ ,y: -
~ ~ t y o i~_ F- ~ I ~ .
I 39 / / ~ / ~ / / G
~qq YM / f CL
~ H ~ ~ . ~ \ ~ ~ / C
\ / /i ~ \ ~ C~ t TT
~ i U NjNj '!Y~~
/ ~ ~ / ~ i i Z i ~ i n ' ~0 u ~I I ~O~ d
\ ( f ~i I i n
ti I 1 / ~ ( iil t.0 INS i I c
~n / ~37 ~ / / ~ PRarERTr unE ,~7 ~ / / ~ r FOLLOWS 370.00 ELEY. / I / r I I I
' \ CONTOUR UNE ,ICS, r:..
~ \ I 1 / / cD / 4 i ~
\ J ~ \ /m / / DUKE POWER CO. RESERVED FLOOD EASEMENT O ASEMENT ; ~a. 'u1 ' m E r I
~ \ y~° ~ / TO ELEVATION 580 RECORDED IN BOOK 1022 PAG BOOK 1022 PAGE 775. U Q i a~ I T 14~ ~ - ~ u~~c~~:~,~_,i r
~ V - r t ~ I ~ /
~ / wATER LSE , , ci
Zl)U U LUU +Ut)
v 0 n d C N ~ CCVd~'1
o
171
D I ! coo / NOQ-
U
z ~ i -

TAX # 15-106-04?--02 CENTERLINE ROAD--
TERRELL J. & ALBERTA SCOGGINS cRAVEI
i ` ~ DB 2382 ~'G 477 ENTRANCE ZONED: R-R ~
LEGEND ' a
~ -r' -
j;
PROPOSED '~'T ~
6O' x 60' HOUSE ~
~C • j ~ i d
QO' P ~ ` ~ ~~''__'`:'J' i , - 1 ~ =
ROPOSED WELL , n V V1 j ~ ~1:
~0
~ I . ~ ~ ~
~ 0 ~ w ~ j ~ ~
o ~ r ~ ` ~ ~ 1
NpTES: 24" RCP v 1 I
INV = 612.82 0 f ~
1. WASTEWATER FROM PROPOSED LOTS TO 8E DISPOSED OF ~ 1 ~ ~ l m'~ ~ ' a \ ~ i II
BY SEPTIC TANKS AND DRAIN FIELDS i k~ . ~ ~ 1 - _ ~---t. _ ~ ~ ~ l~ _ 2 fi t , ~ k; 2 ~o ~ ~ I~ j I
o ~ - i o ~ ~ TAX # 1~~-106-041 03 l I ~ ~ i ~ ~ ~ TERRELL J. & ALBERTA ~r.OGGINS ~ z I ~ I i j
t ~ „a~~ i ~ Q 4 TAX 15-106- 41- ~ ~ ~
CE3 _ _ 100 0 100 20~~ INV = 612.64 ~ , ~rr~-E ~ _ r i, # 0 05 ~ ~ , ~ DE3 .084 PG 84(. ~ ,v ~ ~ I, I i I ;
~rr~-E ~ ~ ~ r(AREN S JENNINGS ~ ~ ~ ` ~ L NtD: R- K~ ' N ~z7 x ~ !I ! ~ I ~ OB 2744 P ~ ~ , , o ~ I~ ~ ~ ~ y G 801 ~i z~; ~ f I ~
SGALE~ = 100' ~ "k ® , r.~ ZONED R-R < ~ ~ ° ; II
o / o o I , -i 1 ~ ~ ~ i
24" RCP / ~ ~ D , 1 Zj~;h:~ ~ ! j I ~ t
T - y' ~ OP - 606.83 ~7 ~ y ~ ~ I \ i f ii ~ ~I
G~ v4ATER SER~1CE ~ ~ ~ a ~ I ~ ~ ~ EASEMEPd" ~ ` I i ~ I
~ ! i I r,,z , , ~
O ~ ~ i O ~ C i ~ ~
_ m z,i I 6 ~ ~ v' ~ I
_ - ~ a -.~i I
O ~ ~ ~ ~ ~ ~ ~ ~ ~I! ! i i
~ ~ , ~ t ; ~ __.i ___,_~~.__.j_.__
o ~ ~ u.~ ~ ~ J ~ , ~ F.. I
~ ~ I t' ' ~ C] ~ ~ ~
0~ Q ' ~t I I b~ k x O~ /
~ / OPEN CPACE
'~i eG ~ / ~I I i 1 SEPTIC Q- 43
2• JR LOT 59 ~ ~ f
TAX 15-106-086 # -AXQ / ~ ~ ~ I / ' ~
AS-CON COUNTY LAW ENFORCEMENT DU 2826 PG 412 ~ 60 i t i i I ~ ~
ME3 ,34 PG 5 G _ -'-'-f- . i ~
~ ~ ONED: R-R Z ~1 o ~S ~1 ~ n oo ~ ~ ~ i I I 6,OO " (T1 ~ I
'---2_ ~ ~ ~ , ~ f a - ~ -
~ ~ r ~ i Ox~ ~ T1 ~ ~ '
x ~ ~ i ~ r- ~ ~ ~
o~ ~ i Ca / ~j i
. ~ . . / ~ ~
• ~ ~ ~ Q ~
~ % I ~ ~l; r ~ ~ ~~o ~ ~ - - r ~ ~ ~ i ~
/ ~ \ ~ - ~ ~ -20' DRA;NAGE EASEMENT i i ~ ~ TO FOL~O'+V CAL Or EXSTING ~ ~ -
/ • '.1 i~ ` ~ W. i ; d t CREEK
~ ~ 4 n. \ ` i ~`1 . / ~ ~ ~ ~ p ' ~
~
! `i
/ ~ - A ~ / ~ , ~ ~
~ ~ ~jk . ' ~ v i . ~ ~ ~ o ~ . ; ~ ~ ~ ~~o
® , A' -
~ ~
PROPER 1 ~ LINE / / ® i~
WATER LINE FOLLOWS 570.00 ELEV. / - ~ ~ ~ ;'ROPOSED ~ ~ ~ OPEN SPa~E + ® ` to
CONTOUR LINE FUTURE 60' x 6C' HOu~E ~ ~ to ~ i
BOATSLIPS ~rwlcAE) i S
.-..r. i 6 i ~ ~
r / _ ~ o- Q ~ G 1
/ ~ ~ `i x~
i ~ ; 11
. _ ~ k ~ "j ~ . _ >l ~
7 i ` ~ ~
~,Ri ~ x~ ~ ~ ~X
,~F ~ ~ ~ D i
~ o ~i 1 54/ 1 \ ~ 1 0 ~ , i - ~ I qk ~1 \ ~ ~ ` r
~ ~ -1- x00 V .x~~~ ~V
I ~ ~ , / ~ ~ 5k ~ r ~ ~ ~ JRAINt~GF EASEMEN
~ t_~ F ~ J ~ ~ 1 UTURE ~ , I. ~ i , ` - X ~ ! ~ rOLLOw rf~ r~F ExIS?1NG `.i 0 , '1
S ~ I. / Cl11BH0USE ~._i' i 6~ ~ /x 0/ ~ ~ ~ ~ !'t Ek ~ o-
I ~ p U 0 1 0 , oo ~~X - ~ - ~ ~ ~
~ Y p0 ~ ~ ~ ~I }
1k , k ~ ~ O N ~ ~ ~ ~ BOAT
~C)kk~ - ~ ~ ~ .r~ % ~ STORAGE
9 ~,a ` 2
2~ J tir ~ i3 1+00 x''10+00 15+00 14+00 ® 12+OC t ~ ~ ~ ~ OPEN SPACE i.. ~ \k, 'i
1 ~ ~ \ u ~ ~ 7A.x 15 106--~GO~ t ~
~ 2 ' \ v ~ . ® a .,~~~~,E~, ~,,._~._,tA~ti~,tf, NAGER ~ & „ . , f ~ r.
} a ~ O ~~B .14 ~ n.~ ~
16+01.60 ~ l ZONED: R-R
`'r;~ F
\ II ~ ~ ~ ® ~ ~ OPEN SPACE ~ />v ~'~n
J ® I I }
~ ~ u. of I FOR LOT 13 ~ I I 2 2 t _ ~
6 ~ I I i' 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ' 1 U ~
a DI i ~ - ~ - i _ ~ f~~ A OPEN SPACE ~ l li _,I. I, aO' .,E 8 ~ ~ I ~ ' ~ i ~
~ x S ~p tl ,_K 's ~
l~ , ~ cn - ~ FOR LCT i \ ( l ~ x 6 ~ ~ ~ SETA., ~ ~ :i , ~G ~ ~ ~ ~ r~
I ;)PEN SPACt i ~ ~ i ~ ~L~ s'
~ ~ I ~ _ - - I o ~ I ~ sf 20 ~ I~ N i v~ i 5~ ~ a R, ' , ~ I c-%
N ~ ~ ~ it Te ` ~ ~ ~ I z Rq~ ~ I cii + l 4 NqG~ ~
~ ~ `C rdq~ ° ~ i ~ SfTg,~ ~ ` fqS ~ _ ~ i I , CK _ 7 , ~s, S ~ i~.., ~ i ~ T C' m ~ n -
v n~ _ _ _ _ `~X BEN r r ~ , .1 t ~i it iQ
~ ~ ~ s~ ~ ! ~ L1NE EASEMENT ~ i `
~ -,ik - I T. ~ / } ~ :Hit USE.
- i i i ~'--Er~----___ ~ T
"I OPEN SPACE
SEPTIC FOR LOT 15 SETS 1 1
r
\ 1. X ~ - 1\~ \ ~ o PG \ k ~ ; x
Q 1 ~ 30 SE . +0 24+00 OPEN SPACE )L 00 9c, } ! C~ ~1 n u ,
O \ s itAN~ n ~3 f S _ SEPTIC i p ~Dl ~ '"yo
D ~ 22* C~ RESERVE i 00
'3'

- - -
~ ' ~ ` ~ 0 ,
o , ~ r I F ~t426 . :~/N'
. / o ~ 13g 3. 6 ~ . , , 4g SO
/ 4 ,,e~ L ~ ~ S4.`~ ~ FZ ~ ~
~ / S 03 ENE 0 ~
O ~ 5- R~ 1 p,GE p / c~ _ I
U o ~ ~ ~ 63 SgP , ~ ~ ~P pER PG br / , SE ~.;'~Z
O ~ ~ , ~ soar P~ R,R Qnch bo . sTORACE S P Og NE~~. p -
~ • a z+oo PMT ~p 1_
- v / rx . z . ~ , o0 rx ~ ~ 00 ~ OPEN SPACE R / ` 1.
~ o o Q1~~~ ~ ~ -1 ~j1111111111f11
• ® ~X ~ ~J ? X Q ~ ~ n J~ C~) iii ~9x ~ ~ ~ A ( ~ ~
PROPERTY LINE ~ J ~ ~ ~ ~ ~~L 0 ~ CiP by l(~ ~ i ~ f~~',
FOLLOWS 570.00 ELEV. • o W P ~ ~ ~ ~ '06 S0 ~ ~ . <
NT R IN ~ Xo ~ „ z ~ CO OU L E ~ h ~ ~o m ~ x / ~ ~ _ ~n~, z p ~ . ~ ~ ~ ~ - a
8 ?4 Q ~ ~ ti ~ ~ f, a ~O:
~ WATER LINE ~ + o ® ~ \ ~ ° ~ ~ O ~ I ` i ~ O ~ ~ ~ ~ a~ r ~ ~
~ N ~ ~ o I Q ~ ti~ ~ , ~ i ~
' 6X ~ / / ~ ~ I~ ,
100 0 100 200 / \ \ 9 r~ i i I I ~ ~ _r_ _ _ ~r ~ ~ I i I m o. o ~
® ~ ~ \ 0 23 N SCALE: 1 " = 100' ~ , , ~ + N ~ ~ ~ ~ + 54
/ ~ "d ® ~ . ~ - O ° + m ~ _ o t - - o I r ~ o
_2~+ ~ K i !
) ~ h-"~ ~ 15 ~ ~ I ~ i_) n ~ ~ ~ I K OPEN ~FA~E ~ ~ ~,h SE~pG PC = ~_;+7 - ~ ~ ~ I ~
O x xF ~ SEP11C ~ _ ~ ~ ~ ~I
~ c\, / , I~~~ - N F ~ ~ ~ t OR C~' I u8 ~ ~E r it ~ i i I
~ ~ ~ ~ ~ k POK ~ ~5' S ~I ~ ~ 58 o SETB I S6 Eregc - 1 _ ~ ~ ~ i
X 00 / 4, \ S~ 0X o a ~ ~r ' ~ ~ 3+54 f>~ 1 l~ ~ I Z I
FUTURE ~ ~6\ c,'~ / ~ P o p C ~ - ' p5 ~ I
BOATSLIPS ~ , ~ s o 2~ 4 ~ ; ~
• o° ~ a ) . V' k ~ W 1~ L~~ tP ~ p P ~ ~ ~ ,ti ~ i
® Q rn + m ~ ~ 1 ~ ~ ~ I D ~ ~ O ~ ~\i ~ ~ I ~ I I
~ 1 0 3 2S i ~ ~ ~ ; S ~ ~ ~ ~ n 3 ~
~ - J 0 \ ! i ~ oo ~ i ~ a x O_ A,,K ® ~ i
® % kOG ~ s. ~2 o ~ s ~ ~ ~ I ~ i ~ ~ 1
~ 4 ~ • k oo ~ ~ ~ W i~ SITE IAN;LE i ~ v ~A ~ I tY
®1 9~ 2~ 1 o g+0 ~ 00 7+0 00 5+00 ~ o ---F- --t-- ,
1S p FUTURE 14k0 / G~` , _ ,
CLUBHOUSE ` P 4~1 a P . ~ I ~ ~ ~I
0 ` ~ ~ E~ F • 15X0 \ ` I ' S ~ ~ ® ~I ~ I
?6 ~ i I 0 „ ~ S ~
r- ~ 21 o ~ , Q ~ ~ ~ 1, ~~~I ~ ~ ~ 1 ~ i I
~ / • / 1 I V ~
~ , ~~P X6"00 V~r, ~ i ~ I i l i~ i x I I~~ rn ~ ~ 11 ~ I
~ ~ 1
ti ;e OPEN SPACE ® i I~ ~ ,I ~ i , S) ~ ;
EPTIC ~ ~ ~ s ~ ) 9 FOR LOT I3 ~ ~ ~ ~ Z V ~ ® ~ ~ i~ ! ! i ~ , 1
~ G ~,~N \ ' 0 48
ir.°• )1 ~ ~.c L1~E - OPEN SPAGF ~ ~ ~
Al Of EN SPACE ~ SEPTIC ~~t 1 FOR LOT ? G, ~~tc ~ , ~ ~ 1 i
) ~ F ~ SEPTIC / / • X 6 r ~ i ! ~RAINA,, l49 S~ I~ ~ ~ i
~ ~ ~ FOR LOT ?6 ~ N r _ ~ / OPEN SPACE „E EAS ~ ~ ~ ~ - AMEN l ~ ~ ~ j
~ •20' DRAINAGE F ASEMEN ~ ~ _ ~ ~ y _ _ _ SEPTIC . _ ~ ~ ~
_ - _ RESERVED X00 ~ I I
1 ~ ~ ~ _ ~ - .c.. ~ Ul
- - ~fi W ~ j ; 1
o• / 0 ~ / 40' SET6ACK . ~ k q 4~ ~ Q
Z p tP ~ ~ TB k o• ` v ~8
~ Z ® ~ OPEN SPACE ~ -a' /
(N*1 ~ Y Q1 x7 N ' ~ 27 ~ II m m ~ ~ 30 ~ SEPTIC
v ~ _ f 3 ~ / v . + p0 s FOR LOT 14 / / i
2 ~ \ N ~ w. g} r l ~ ~ x m ~ S / 31 ~ ~ ~ ~ 4 i
9+00 6 ~p1 ~ ~ / ` ~
~ \ / F~ F~ F # :
CK m ~ ' 22+00 f~~.-- J` OPEN SPACE `r 113A 23+ 21+UO + _ 15 SE ~ I. , \ q SEPTIC T~X i~l~~-vV: ~ ~ FARMS INC. . = ~ ~ LAKE r.E
l \ ~ 1 ~ 2gx0O r.. ~ FOR LOT 37 / ~ Pp 439 ~ F
x / CK .t , Z SEA F tl i ~ ~ F / 15 P~ x0 / ZOa~r ~ R-R t
S' ~ / 9 / ,k 4 \ s
S k 5'4 ~ S PA 3 F- ~ a r' I t" iOPEN S CE
SEPTIC 2 _ ~ ~ I ~ FOR LOT 3
~ r `~L
\ 0 ~ ~ ~ ~ ~ OPEN SPAI,F
V L' I t ,S 0P ~
- Sf w r~ ~ i ~ SEPTIC . A. ~AC ~~~P ~ ~ A r ~ ~ T
Jr~ R- 0 FOR ~0 SA ~ V 0 \ ~ ~ ~ ~ ~
42 LEGEND
~ i` nn~r ~ ( rc
34 _ 4) ~ ~ ~
~ ° 4
PROPOSEC
~ 4 43 \ v. , , 0 ~ ~ i 60' x 60' IiOUS:
~ • , ~ _ ~ ! TAx 15-109 - ool ~ # T\ ~ oy- oo~
3S ~ I LAKEVIEW FARMS, INC. ~ , ~ 1 ~ ~ ~ r DB 3 P ~ 16 CMS, INC.
o I / G 316 ® PROPOSED wEi_I_ L~
° I ~ ~ ~ ZONED, R -R ~ , ~ R-R
.
39 \
® \
~ / ` ° \ ° ~ NOT _ ;
- ~ / ~
3 ~ ~ 6 ~ / t. WASTEWATER FROM PROPOSED LOTS TO BE DISPOSED OF
/ BY SEPTIC TANKS AND DRAIN FIELDS `4 ...y
• ~ ~ / ~ i~ TAX # 15---109-~~10'
ESMN. o ~ LAKEVIEW FARMS, INS' ~_L.~ ' ri
. DB 259 PG 4,~y I__. ~rr~
~'ACE~ ~ ~ ~ ZONED: R-P, ANN ~ 20 4 gp,cK ~ , ~ y r•,
• ~ 5~ ET ~ 1 ' S6. /
T / \ 6 n~C;t~iY:IU~~L'~'
8 Ojr]i.~j4!d I 'r _~C.~ ~~I Y~n 3 n'i~ i i~L~l ?7
• 3~ ~ / 'mil d
/ ,J ~ i ~ ~ ~ ~ ~ c,l r fit; ~ i ~
v
Q I ~ n ! I ~ , ~ ~ ~
ti _ i ! ts, ~ ~
_ FU ua~ .I~ z~
_ `f dlf~~~ ~~~,I~i i~'~.itrr~zli~c~
v~'~~c~'c.~;-~~c~ z

3
V~ / °p rn a~n
3 ~ ~ U J - ~mncvm `UrnO N . c~
h tD Q pry N Li_
6 L__~_~ I Triap
Q y , a u1 11 -Y ~ •-4- 3
CO Nyi u 0~
rJ

i
LEGEN
NOTES CONSTRUCTION SEQUENCE ~ POIN1 ON LINE
1. OBTAIN PRELIMINARY GRADING PERMIT AND POSE AT SITE; 1 t 1. CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATION OF o NEW IRON (5~8" Rebari _ _ - - _
EXISTING IMPROVEMENTS WHICH EFFECT NEW WORK PRIOR TO 2. CLEAR AND .GRUB ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES•
COMMENCING NEW CONSTRUCTION. CONTRACTOR TO NOTIFY ~ 3. CONSTRUCT ALL TEMPORARY AND PERMANENT STORMWATER MANAGEMENT AND SEDIMENT ~ 0 D IRON ~ - 0 L ~ r
ENGINEER IMMEDIATELY IF ANY DISCREPANCIES EXIST. - CONTROLS; ' FIRE HYDRANT
2. INFORMATION AS TO LOCATIONS AND ELEVATIONS OF EXISTING 4. SEED ANO MULCH ALL TEMPORARY AND PERMANENT STORMWATER MANAGEMENT AND ¦ NEw cArcH easw , _ _ _ ~ j
IMPROVEMENTS IS PROVIDED BY OTHERS. SEDIMENT CONTROLS; ~ ? EXISTING CATCH BASIN - ~ .•1
FLARED ENU SECTION ~ ~ ~ ~~~NUiuinrp,~~
3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE LOCATION 5. CALL FOR INSPECTION OF DEVICES AND UPON APPROVAL OF SUCH DEVICES, OBTAIN AND ' ~7 POST FINAL GRADING PERMIT; a v JUNCTION BOX / ~ `
& PROTECTION OF EXISTING ABOVE AND BELOW GROUND UTILITIES ~ ~ l ~ ' i
AND STRUCTURES. ANY AND ALL MAINS OR INDIVIDUAL SERVICES 6. PROCEED WITH CLEARING, GRUBBING AND GRADING TO COMPLETE PLAN. PRESENTLY IN SERVICE WHICH ARE DAMAGED DURING CONSTRUCTION i ~ ~ ' ~
7. GRUB REMAINDER OF SITE AND BEGIN ROUGH GRADING. SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO
THE OWNER OR UTILITY PROVIDER. S. UPON COMPLETION of RouGH GRADING, INSTALL UNDERGROUND UTILITIES TO INCtUDE - :1 _ C : , .
STORM DRAINAGE, CATCH BASINS, JUNCTION BOXES, SEPTIC FORCE MAIN, PUMPS AND STRUCTURES. FES ~ 1 ~ / i ~ ~ ~ : 0 ~i ~ ti' ~
4, CONTRACTOR IS TO MAINTAIN UTILITY SERVICES, INCLUDING WATER, 9. INSTALL TEMPORARY INLET PROTECTION AT CATCH BASINS. INVERT= DITCH BOTTOM i ~ r ~0~ ~ ~ip~
SANITARY SEWER, STORM SEWER, NATURAL GAS, Ei_ECTRIC ANG ~ O LA = 10', d~ = 6" 1 F I TELEPHONE Ali ALL TIMES DURING CONSTRUCTION. 0 BEGIN INSH GRADING AND ROADWAY CONSTRUCTION. C tt
11. ALL SEDIMENT AND EROSION CONTROLS TO REMAIN IN Pt,4CE UNTIL FINAL STABILIZATION ~ " Y II
5. CONTRACTOR (S TO KEEP ALL PARKING AREAS, ALLtYS, AND STREETS Is ACHIEVED. r' 1 m l ~ ~ ~ I _
A A TI T ~ T1 - ~ DJ CENT TO THE CONSTRUC ON ~I E CLEAN AT ALL ~ MES DURING, AlJ sediment control measures shall be inspected of least once every seven calendar do s and ! 1 _ ' _-t _ ' ___i
CONSTRUCTION, after an storm event of renter than 0.5 inches of reci nation Burin an 24-hour eriod. I Y 9 P P 9 Y P ~ i" -'F ~ ~ 1 ' Q1 i I n.4• ~ 60 LF 18` ~ ~ j ~i I I. c~~
All sediment features shat! be maintained until final stob8ization has been obtained. - ` , 0. CONTRACTOR 10 ADJUST THE ELEVATION OF THE RINGS AND COVERS ~ ~ ~ , RCP 0 3.54X ~ ~i I I . 1 , , , ~ ~ i - ~ ~ i i
a~.~; U stobilization measures shall be initiated os soon os practicable in portions of the site where ~ a. ~ r, OF AI_L EXISTING UTILITIES WHICH ARE TO REMAIN AR~. TC construction activities Hove temporaril or permanently ceased, but in no core more than 14 da s ` ' rtu~E " 1 ~ ~ I; ~
MATCH THE NEW SURROUNDING GRADES. f r h r ~ ~ i y f y ~ a to t e coast ucbon achwty n that portion o the site has temporarily or permanently ceased, / I; I ~ ,r.; ; i~ ~ „ I i r= i
unless activity in that portion of the site will resume within 21 nays. ~ ~ k ~~t p r _ _..L 1 ~ i r- i, ~ i
7 AL.L SIGNS WITHIN THE LIMITS OF CONSTRUCTION SHALL R MOV-1? ` ~ ° BE E E. Residential subdivisions re uire erosion control features for infrastructure as well as for ~ - m ; ~ 0 r~I ~ '~I~~
AS NEEDED fOR THE CONSTRUCTION AND RFPLACEC AS SOON AS q " % ~ P ~ I individual lot construction. individual property owners shall follow these plans during , ~ ~ ~ ~ i I~ I r~ ~ I jl w ~n~ z ,
OSS 6LE. tot construction or provide an individual plan meeting Section R.72--307 of the ' ~ T y.% J Stormwater Management and Sedimect Reduction Act requirements, ~ I~~In ~ ~~IQ~ , \ i I I z ~ ~ a.
8. S1GNiNG OF THE CONSTRUCTION AREA SHALL COMPLY WITH THE -20 wA _R SERk~,E , I~ Q I ! z ~ ~ ~ ~ EASE Mr_1vT ~ ! ~ I - _ i
CURRENT NCDOT STANDARDS. _ ~ + I } ~ ~ ~ ~ I ~ I i~~
ALL SIGNAGE INCLUDING REGULATORY AND WARNING; I Frv 4„ v iw w~t~ll~ii~ 32 ~ 2 1~ a' a ~ I
SIGNS WHICH ARE OWNED AND MAINTAINED BY THE _ . F - CB 2 TYPE G RCP ®1.OOx l a ~ ' I ` I~~ STA. 4+50.OC ~4 i O_ I ~ ; w.
NC DOT ARE TO REMAIN THROUGHOUT THE DEMOS ~~-~`"v ANG - ~ ~ - - ~.1 ~ ~ - ~ CONSTRUCTION PHASES. ALL SIGNS WHICH NEE C iu~ HE REMOVED 3 g0 ~ CB q TYPE G 2 ~ ~ ~ ~ ~ ' ~ GRATE= 602.79' + W ~ ~ i ~ ` i- I u! ~ - STA. 7 28.00 0 >IQ~j~ ai3i
ARE TO BE RELOCATED IMMEDIATELY. 1 -27 . IN'J. IN- 597.59' GRATE- 592.47 w ~ O ~ w w ~ ~ I w !
~C ~ ~ r ~ . k ~ n iNV. OUT- 597.39' iNV. IN= 588.20' ~ , r'~ ~ ~ ~ ~ ~ , _
9 CONTRACTOR TO SET UP TEMPORARY SEDIMENT CCt"~~TROL M A R FES X11 INV, OIiT~-- 587.93' ~ r li ~ , , o l ! ~ K~~ ~ TA 7 ~ ~ ` I S +30.78 r j I~ ; ~ ,
BEFORE WORK COMMENCES, ALL TRAPS & BASINS SHALL BE RO r 0~ 0 S- 43.86' lT. c-•,, I / '
INSPECTED DAILY {MONDAY THRU FRIDAY) FOR EXCESSIVE SILTATION. Tg - - ~ CONTRACTOR SHALL REMOVE EXCESSIVE SILT FROM SHE TRAPS AR ~ ~6 ~ 2 ~ ~ 2a LF 18" ~ - -1- ,F ~ 18. ravERT= 588.52' ~ _ c:6 TYPE G ~ ~ r- t ~
T T ~ " R t0 ~ 6 ~ ~ ~ RCP 0 0.507L IMMEDIATELY BEFORE CONSTRUCTION COMMENCES O~~ ~HA~ DAY. = ~ o ` _ Y ~ x~`'~ ~ A = 12' duo - 6' 1 ~e / ~ ~ 'u : . ~ ,r I 0 0.50X ~h• ~ JEPTIG STA. 8+75.00 ,:-FES /12 ~
MAINTENANCE SHALL CONTINUE THRU PROJECT COMPLETION. ~ ~ ~1 c ~ ~ ,Sx 152 LF ~ 18` / ~ cR LOT 59 GRATE= 587.39' STA. 1C+,1.54 CP 0 3.75x- / ~ ~ ~
5 .-1~_g" ~G INV. T= .20'~ 0 34.98' LT, i~ i ! ~ / OPEN SPACE OU 582 /S~ ~G 3 24 LF ~ 24" INVERT= 580.00' ~'i I
T T ~ ~ ~ ~ c ~ r MEDIAN RB \ , ' - 10 CONTRAC OR IS 0 DRESS, SEED AND MIDI-.~H Al. ~,REA~ DISTURBE.~I 2a n24 % ~ . 1 - 6~ ~ I' ~ ~ r ,Ak / RCP 0 1.50.4 170 LF 18' LA 1, dso -6
DURING THE CONSTRUCTION. FINAL DRESSING, SE EDiNG & MULCHING R ~ ~ , / T ~ RCP 0 1.8~ 'I I i / x -15 lF ~ 24" I~ I j ~ I I
SHALL BE. Ir`d ACCORDANCE TO THE CONTRACT SPECIFICATIONS. ~ ti~~ r`? 2'.p• CB ~l1 TYPE F ~ RCP 0 3.53x i ~ ( i _ ,i I ,
~ ROLLED CURB STA. 4+50.00 ~ 1 ? . ALL. DITCHES~CHANNELS THAI ARE NOT LABELED ARE EXISTING. ti~ ~ - GRATE= 602.19' ~ ~ ~ CB TYPE C ~ I I , '
,s J INV. OUT= 597.7t' + ~ STA. 10+43.00 ~ 159 ~ ~ I~ ~ ~ ~ (,RATE= 58390' ~ ,I i
1~. I A= N T F - ~ O ~y-- LE G H 0 RIP RAP APRONS FOR F.E.Q. 5u ~m 112 LF ~ 18" ~ .,rV. IN- 57,1.47 ~ ~ I ~ I~
~ "a RCP 0 3.50X A, ~ J 27 Lf ~ 24` IN`!, OUTa 5'9.27 T,~ I ~ j ~ ~ + RCP 0 S.O7X x CB 8 TYPE ~ ;-r i , i
o O 13. ALL STORM DRAIN EASEMENTS ARE 20' WIDE, ~1N1 E NOTED G~THf_RWISE ~ ~ i7 i i d'- ~ _ _ N ST 11+84,0 ~ 48 LF 24` GR ~ TE= 581 70 ~
h ~ ~ ~ ~ ~ RCP ®2.Sx IN' OUT- 576. I
14. ALC EXISTING ROADWA'f5 AND STORM DRAIN STRUT" 1-ORES SHAI~_I-. B - 0 50 ~o d ~ 1 ~ , E ~ / ~ - 45 s ~ ~ 1-24LF~ 8 ~a i_, j ; I
REMOVED AS NECESSARY FOR CONSTRUCTION OF F'R~IJECT ~ ~ C , Op . • ZA ~j ~ ; RCP ®10 ti% A2 ~ ~ ~ ~ I II
1 ' - C~' SCALE: -50 ~ . 15. ALL INLETS AND OUTLETS OF PROPOSED STORM 1~~2AiN PIPE IS TO i _ ~ - C(_R 107 LF ~1.1f~ ~ u~ I I
~ ~ BE RIF-RAPPED PER THE RIP-RAP DETAIL ON THE i.RO51ON CONTROL ' ~ 5O - TYPE P 0 0.. o;- 50 ,a~' - 20' GRAINAGE EASEMENT ~ 11+84.01 g TO FO~I.GW C!L OF EXISTING _ _ + _ ~
DETAIL SHEET. / ' ~ ~ ~ ~ ~ GRAT SSiJO' ~ c~ w ! , i ~ 38 i ~ ~p~ CREEx I ~ 1
16. ALL PAVEMENT MARKINGS SHALL COMPLY WITH Nt a STANDARDS. ~ ~ ~ ~ ~ ~ ~ INV. IN= 76.86' '0 Q j ~ I ~ ~ V. OUT= 76 ii '
\
• J~1 _ X 17. FOR ALI_ CATCH BASINS SEE NCDOT ~DiANDARD [11~Avk~INI;S 5 STA. 5~ J~;~1 ~ A - STA. 5+76.59 ~
OFFSET= OFFSET- 0.00 ~ i 4I LF ~ 36`
INV. IN= INV. OU INV. IN= 593.47 / ~ ~ CP 0 2.4X INV. OUT= 593.27 ~ FES ~2 .3 6~• J8 ' 2~
/ . STA. 10+43.00 FES I~ , x ~ STA. 13+01.iF ~ +97,97 T
1 ALL SEWER FORCE MAINS TO BE_ SDR21 PVC, RA71 L >~T 100 psi , . 0/S= 35.00' RT. ~ k ~ c F F T= t R, I ~ IN RT= 7 OAS= 26.80' RT, ~A D SE 5.00 VE 5 8.07 ~ ~ %f'~ iNti'. W= 576.12'
WITH PUSH ON JOINTS. ~ / _a ~ _.i _ = INVERT= 57L74' , LA - 12', d~ 6 ~ ~ ~ INV. lN= 572.10
- ~ ~ Y ~INE JJ ~ = 24', dso ELF ~ 36` ' ! INV, OUT= 572.00'
2. ALA SEWER FORCE MAINS To I1~VE A M~N!M~~M ~~1 ~ of .,OVER PROPERT L I / / FES N1 "RCP ®2.4X ~ STA. 7+28.00 / I~. ,lg ~3
FROM FINISHED 'i~RADE. WATER LINE FOLLOWS 57.,00 ELEV, / i cB 3 T N CB y3 TYPE F 0/S= 39.00' RT. ~ ~ ~ OPEN SPACE STA. +61.55 STA. 7+28.00 INVERT= 586.00' ~ ET= 16.00 RT.
- ~ r,r CONTOUR LINE / ~ ~ srA. 7+ 3, ALL SEWER FORCE MAINS ARE TO BE BL'iL~ iT ,rtE ~ GRATE- GRATE= 592.47 La. = 12', dz = F 4 t3 LF ~ 36" 1NV. IN= 580.70'
DETAIL~ ON THE ROADWA. DETAIL 5Ht_E INV. IN- INV. IN= 587.57 ~ ~ STA. i6+66.95 CP ®2.5X _ INV. OUT- 580.50
- ~ INV. OU1 f - - - 1NV. OUT= 587.37' OAS= 28.00' LT. ~ o 35 LF ~ 36"
- ~ INVERT= 580.11 ~ RCP ®2.5x L' ~1 S ~ LA - i9, duo = 6`~ ~ t}
~ . Q ! T _ 6 1 128 LF ~ 18` !n 41 CF OF 15" CMP
FU11_IRE l ~ ~ _ ~ CB 14 TYPE E-, RCP 0 9.OX ~ TO BE REMOti~ED ~ ~
BOA f IFS ~ 1 STA. 0+89.17 CB #9 TYPE G ~ --JB ~8 1 Q ~ GRA = 634.63' TA 1 s
~ ) S 8+00.04 ~ ~ ~ STA, 16+74.61 ~ ~__i , INV. I = 630.02' GRATE= 614.89' OFFSET= 16.00 RT. Q
INV, T= 629.82' INV IN= 610.99' ~ " x INV- IN= 597.50' ~ '
~F ~ I ~ ~ ~ ~ 2 ~ o ~ ~ ~ ~ 0 ~ r + 22 L ~ 18` N`l OUT= 610.79' - INV. IN= 581.77 I 00 i
~ ~ _ I ~ nQ RCP 0.5X 24 LF ~ 18` ' INV. OUT=~ 581.57 ~ J
FUTURE: ~ J C~ ~ S 4 , 1 ~ ti 00 - 1 , o RCP @ 2.5x
/ CLUBHOI,~E 5 CB ;4116 TYPE E 1 0 LF ~ 5k 203 LF ti .8 ~
~ ~ STA. 1 32.40 CLUBHOUSE F CE MAIN LOT 14 FORCE LOT 13 FORCE 2" PVC ~ ~FES y5 TO BE MARKE GREEN MAIN TO BE GRATE 594.08' 6~ ('L ~ ,-R _ _r::%~ ~ RGP 0 9.G%._- r 2~ ~~RAiw AGE JEME ~ - \ ~ I v ~ Op ~ ~ 72 LF ~ 18` TO ~ -'~_~CVv C!l O x~5 ffNG ~ ; , , ~ r P 0 ( ''R Ek I_i_ -
STA. 16+71.7? AT BOTH END AND MAIN TO ~ M RAN INV. IN 589.23' -a (CLUBHOUSE) MARKED BLUE A ARKED 0 ~ ~ - Uc r~ ~ ~ ~ RC ® .5X if ~ E. ~ 1
0/S= 62.42' RT; EVERY 25' BOTH ENDS AND AT BOTH ENO5 INV. OU = 589.03' ~ , , ,.k LOT 15 FORCE - t 4~.~~ 6 -
INVERT= 586.02 MAIN TO BE EVERY 25' AND EVERY 25' ~ 0 - ' LA = 16', dso = 6" AT F 4" N ~ C;~ k0 ~ " CB X10 TYPE F ti x ~
\ ~ MARKED REO 22 L 2 BOTH ENDS AND 327 ~ ~ RCP O 1.0% o a , i ,-~-'~y N STA• 18+00.00 ~ f__ ~ ~ ~ BOAT
OC 0 100 '100 _ Y ~ + ~rn p0 = EVER 25 2` PVC w w g r / ~ A GRATE= 614.89 - `1' x STORAGE ~ ~ INV. IN= 610.67'
~ A1~PC, cS~ I (LOT 13) w ' ° , iNV. OUT= 609.02' _ i
SI,ALE. 1" - 100 ~2d 0 til I ~ ~3~OD i+00 W10+0 ~ t ~00 ~ 14+00 ~ +00 CB X13 TYPE E ~ ~I ~ k OPEN SPACE Ll_ ` ~
STA. 0+89.1 ? ~ f ~ _ ~ ~ ~ Y GRATE- 634.63' g /
~ RCP 0 1.51% ~ - - _ JB 4 _ INV, OUT= 630.13 j ~
E _ _ _ _ _ 226 LF ~ 18" ,1D+0' 60 _ _ - - - = _ I RCP 0 9.OX / / STA. 20:x02.50 Q 1 I` ~ I ~ ~ OFFSET= 21.77 RT.
\ l ~I 6 ~ _ , ~ CB X15 TYPE G T~, t~ J t INV. IN= 629.46' ~J E G . ~ ~ • ~ INV. OUT- 629.26' ~ ~
.r ~ / 1 399 L 30 , 212 LF ~ 24" S . 8 00.00 00.00 ~ ~ , -f ~ n
~-CB 18 TYPE E RGP 0 0.5% ~ DRAT = 1 . ~ ~ # RCP 0 2.59X E 6 9 82 STA. 16+31.59 ~ OPEN SPACE INV. OUT= 615.68' 619.82' ~ r, C~. I-, , ~ I ~ ~
~ OFFSET= 26.53 RT, r ~ f- 615.68' ~ L ~ ~ 1 ~ ~ ; -
( ' ~ CB 4'1 ? TYPE E ~ ~ GRATE ~1 \ GRATE= 594.24' 01 SEPTIC ~ ~ TA 1 + 1 I _ ~ STA., 12+32.40 I ~ S 0 2 .83 Pr ,``~l ~~~F Y ~ ~ _1..0 -
3~ NV. IN- 587.03 FOR LCT _3 ~ _ ~ ~ OFFSET= 20.00 LT. m, ~65tNV. OUT= 586.83' ~ - GRAT, 594.08 I ~ INV. IN= 595.34' ' U I ~ , ~y~ L o. i~~,~;~1
v, - IN- 589.65 OPEN SPACE INti. ' o ~ ~ _ ~ ~ tNV. OUT= 595.14' 0 O1°i~~l~~~.l 3 _ ~ f-~ , ~ i
~ I ~ _ t ~ SEPTIC INV. ~ t~T 589.45 { f i 28 ~ ~ ~ 3 \ , ; c, ~ \ ` _ LOT 16 FORCE ~ i i i I ~ ~ II iCO~I ~ ~C~i ~
~ ~ ~ C ~ - r ! MAIN T o ~ 1 r ; r ~8 s ~.,a. ,z OR I_JT tb 0 BE ~ I ~ ~
• ~ s . MARKED YELLOW r I ( z G__. 25 ~ m u~ h C~ AT TH N I i~~ J _
~ ~ ~ ~ ~ <.g BO E DS ~ ~ 9 ~ 20a,ND EVERY 25' t ~ I ~ ~ - r ~ ~ LL ?C _ r ~ ' [D I I, c
~ ~ . ~ D ~I ~ I i i % i - a, oe, ~~9rA, ~ 1 ~ ~ c,:, ~J r'll f , J r 64.63 } - i ~ ! i L~ ~ I lam:
~ - 60 LF ~ `~SE"N I { ~ v ~ ~ I Z~ i_
1 f X ~ I 2" PVC ~ ~3p FNt ~ T 1 ~ ~ ~ ~ G ~ LINE EASEMEN~/~~ ~ ~ ( 6 I ~ Il ~ c ~ r-I ~ a ~ ~ ;7 E i
1 I (LOT 60) _ ~ I tJ~<t;~~ _ ~~r~~ / ~ ~ I ~ ~ r! ~ ~ ~ ~ , ~ ~ ~ _ ~ ~ I
~ - - 1 i' ~ i SE. P 1IC ~ ~ ~
~ ~ , t~~ 1 , ~ ~ ~V ~ ~ ~3r ~ OPEN SPACE MI _ ~ oc~ i r I r. ~
41 2" r
\ PVC \ 748 Lf SEPTIC \ /b OPEN SPACE
2' PVC OR LOT 15 (LOT 14) (LOT 15) x
n qh IPA-~ ~ U~ ~(E '7 OY t ZZ
P~ ' 29 L34 < i y J Q 51~ (~1 pug i_
21 '_20 \ 56
+00 24+00 „ , iaNC~ 2 t OPEN SPAT ~ tag u~ qtpU r i ` YQ
L, sr t~ 3+00 b u u k ~r~ A U
SEPTIC 7 RESERVED 7 , LC)C A L /

I . I ~ f , ?4~~ ~ OWN
I ~ rn L ~ r i ' 394 65 \ L / \ 954 Q
/ ~ o / W - / I
~ / o S e ~ r -r
~ / ~ ~ 1 1 I `t t 1 ~ t5. /
3 o / ~ 3 ~ / ~ ~ x br /
/ 6 BOAT Onl~h 'L~ , 4 i
~ / STORAGE - j T r 100 = ' ~~C>~
~ ~ XO 0 F ( ? ( I t,P.. N SPACE <t'~. % , 99 - 9~ / Aug
~ ',f F C- ~ 96 _ ~uuuur~
~x / 1
PROPERTY LINE , s ~ 1 ~
. FOLLOWS 570.00 ELEV. ~ q o ~ ~ 40~ / ~ STA. -58.02 ~8~ ~ % . y
T R I ~ ~ ~ CON OU L NE / ~ 8 h/ ~ 0/S- 12.55 R ~ / _ Q q \ : rr / / CB 20 TYPE E ~ (g . Art ' / ~ i - o~ ~ y INVERT= 638.00' 0 ~ I, ~ '
/ ~ I ^ / / x9 Q ~ ~ ~ / STA. -0+38.0 N LA - 11' dso - 6" ~ ~ t:.L, -
WATER LINE ~ ~ + .s 2 ~ / OFFSET= B.85 RT. ~ - ~ - ~9 ~ ! ~ ; ' ~ / GRATE = 642.37' ~ I ~
o i 4 . / x° / INV. OUT= 638.39' cP ~8' ~
100 0 100 200 6 / - , ~ RCP ®1.95 X ~ ~ ~ I iin n ~
- 9 ~ I SCALE: 1 " = 100' ~ oo ~ ~ ~ I 6>~' ~ , 55 1 r i L ~ 4
~ ~ b I 1 o d I i i ~ ~ I ~ i
/ ~ ?3 O ~ 7 54 - - - - , _ O ~ n ~ ! t
/ 10 1 _ z+ _ ' p 1, 2 ~ ~ ~ i i N I
i ~ , x°° ~ ' OPEN >PACE ~ I I I + 1 i
l~ A / ~ I _ ~I I, I SEPTh ~ , - 0+75 ~ I
~ ~ c ~ 1 / ~ ~ ~ ~ FOR CLUBHtauSE , i~ ~ I i,
~ 9 00 , \.J + ~8 li G ~i I i ~ I C~
6 x / ~ / 22 FUTURE ~ i ~ I i h 3 ~ r-- I~ i r~
~ BOATSLIPS ° / ~ ' ~ ~ / ~ ( I I j ~I ~I
11 w 2 2S ) s q ~ ~ ~ 'u; ~ 'uJ U' ~ - 1 I I c.~ n rJ ~ aka CB 1y21 TYPE E ~ o ~ ~ I ; ~ i
/ 0 w,ok ~ ~3 ~ SJ o ~ ~ i I ~ v , U , ~ ~ STA. 7+25.69 I x I P ~ I i Z I _
~ ~ kqo GRATE= 642.21' - `V i ~ ~ ~ i~! _ S3 ~ ~r ~I INV. OUT= 639.19' ~
F \ ti ~ 2) ~ ! J~ ~ I w I I I.fL~CiI il.l 11 C8 X12 YPE E I ,
4 ~ ~ 24 LF N 18" 0 - / ~ _ 2~, / ~ ~ RCP o o.so r. 18" v~ , t t q ~ 1 z j i ~ ' Z i i i. STA. 25r 3.02 iA x~~ ' O ~ i:~ ' U I - i 1 ).50 X
! ! 1 ; a% CB it TYPE E GRATE= e,39.53' , _ ~ ~ ~ ~ I ~ I TYPE E INV. OUT= 634.97' r lrn i Ut'~ I r ; ~„I
S ~ ; ~ / as ~ STA. 25+1J.02 FUTURE ~ - ~ ~ . ~ 26 ~ _ iV / I 1 '~I, ~ I ~i ~ ~ +1J.02 ~ F~ i~ A~ i~ ~ 'w ' 'ail ; w I ~ I SITE ,nNGi_
~ ~ ~ ~ ~ ~ \ ~ GRATE- 639.53' CLUBHOUSE. ~ ~ \ ~ INV. IN= 634.85' 639.53' +0~ 8 00 7+00 6+00 5+OG X~" I ~ i;~ i ~ ~ ~ u~' - t-- - -
q0 ~ ~ \ ~ 14+ / X ~ ~ \ INV. OUT= 634.65' 634.85' ~ I - - ---1 - ~ 634.65 x 7 -r + - ~ ~ ~ I li ~ ~ i
o ~ ; 52 , - - ,
Oq ~ ~ ~ 38 LF N 18" ' ~ ~ ~ i ~ \ CB #23 TYPE E RCP 0 0.59. - _ ~ 0.59. 4`~/ ~ " ~ t ~ I
` ~ ~ \ ~ TA, t3+82.40 7 F 1 ~ ~ Op I, 273 Lf ~ 18" RCP ®0.5~ I I I,
. 25 LF N 30 ATE= 617.70' 8 L 8 qq i ~ ~ ~ ~ . ' \ r< p RCP 0 1.5X _ R 0 5.5 ~.vx • ~ ~ 8 IN IN- 606.42' .~x i ~ RCP 0 1.629 I ~ ~ ~ ~ "I ;
~ PG ti7 a , , k- ~ ~ \ , FES #8 INV. N= 612.91 / + i ~ ' ~
~ 6 } n ' ~ s. f STA 13+96.0 INV. T= 606.32' P t., ~ o (GCB X22 TYPE E I ~ I ~I k ~ STA. 7+25.69 ' ~
b~ \ F 0 rat,. ~ ~ / 0/S= 3L75' R.. 99 L ~ 30 x 1 ~ , _ 19 \-o / \ INVERT= 605.94' RCP 0 1.6X ~ ~ I ~ I - q GRATE= 642.21' - ~ I I ~ i
\ OPE N SPACE ~ ~ VA ~ , ST STA. 9+95.89 _ ~ ~1 ~ ~ ~ I Of FS T= 16.60 RT. INV. IN- 639.08' I ~ ~
SEPTIC ~ \ n / A \ A = 12', dso = OF ~ / ~ 11 ,v v . / \ ` FOR LJT 13 A N V IN INV. OUT= 638.88' S~ ; I ~ I INV, I 634.48' ~ - - , i I
f 1 1 1 ~ 1 ~ ~~E / ~ oo INS ~ fNV. OU 634,26' I ~ I ~ i ~ t
~ ~ ~ ~ ~ ~.c ~tNE ~ ~r~ ~ \ `a ~9 L3 i SEPTIC V\ ~ ~ SEPTIC \ L L1 L2 i{G~ ~ 3 l ~ ~ ~ 49 I ~
' ~ ~ \ FOR LOT 16 i " ~ FOR lOT 15 ~a ~ _ d1 z ~n II ~ ~ I - dTr _ 1 48 SO . ~ i ~ ~ i ~ ~5 , ,
OPEN SPACE ~ 17 h 4p L14 ~,2 ~ 14 OR I! ! ~
OPEN SPACE A~- ` / 33 . 33e~. 20 DRAIN .~t_ EASEMENT ~3'L - - 22 LF N 18" FES 16 . - Alh ~ ~ A' ;:6 cAc_ 6 ~
• 28.08' L30 ~ . ~ t~ ',4.84 L29 - L31....-__ - _ _ 1.2q RCP®1.0%- STA. 12+91.00 ~~1 ~ - "tMENI U7~ ~ I 2+91.00 - _ ~
~ ~ ~ X27 "'3 - SEPTIC \ _ L21 0/S= 27.79' LT. _ - RESERVED \ a INVERT= 608.00' 27.79' LT. LiG~ ~ Q I 1
_ - L23 L22 OPEN SPACE CB X24 TYPE E =608.00' - -------------I I6', duo = - T (n
i L26 STA. 13+82.40 LA 16', duo - 1~ `28g~ / GRATE= 611.70' ~9 V I _
/ ~ ~ ~ , / V. OUT= 613.19' Z O ~ ~8 w,~ i i 68.89' LB F- ~ ~ ~ ( i
-1 4, ~ ~ ; I ~ ~ ~ ~J ~ Q~ t I ~ i
- ~ ~ t 3p FES 9 ~ 29 # ' - y ~ 1 ~ SEPTIC J /
STA. 15+78 6262 t + / I~ 3~ _ m 20 t.F ~ 24" f y p'• ' v FOR LOT 14 o s- 3~.4s' RT. ~ ' - 46 T I / N~
/ CP ~ 0.5~ ' 3l ~ IN RT= 7 7 ' + \ ' P N VE 5 2. 0 CB X25 TYPE G q0 ~ \ s. 0 E SPACE / ~ 1 CONTRACTGR TCI f iEi_i1 ,~ER!F1' ~-(~I ~..;,_,~v , EI.EVATIDN OF
LA = 9', duo = B" ~ ~ STA. 23+50,00 ~ ~8} ~ \ / / ~ XISTING iM~`KUVF~ME.~1TS Wh~~,r.;F, ~f r,7 " ; 1~ '~ti'ORK PR'OR TC
CB X19 TYPE E ~ ~ GRATE- 609.74' ~ ~g+ ~ r • ~ ~ ~ V ~ , / x ~ _ +00 ~ i STA. 2+73.28 INV. OUT- 605.24' 20 ~ \ / / ~ t;OMMENCING NE's', ~ONSTRUC11G~a iP.fR~a~_ 1~If~ iU NC?`i~~Y
~ ~ 250 LF ~ 18" i 200 _ - ~ " \ \ ~P / SEP11C F~' OFFSET 30.35 R.T. x. 2 \ ~ F ENGINEER' I,~MED~~'~TEL~Y ANY DISCREPA" ExiS' F
A = 7 D RCP ®B OaX 23+00 ~ '0 FOR ' i 37 ~ / GR TE 5 6.59 ~ , \ q LO Q ~ T
~ INV. IN= 573. ~ ~ \ X00 _ _ ~ ~ = 1,712 LF N \ ~ k ~ 24 _~7_ ---1--' f_~-_ - - " - 2~ PVC ~ OPEN SPACE / ~J V. 72,80' `t _ =-r=:r"'"-= ~ 2. iNFORMA `1h~N AS COCA ~?ONS AND Ef_E~,'~?'t~NS OF EXISTING ~ ~-n ~ IMPROVEMENTS IS PR VI F E3Y 0TH RS ~ ~
~ - o°j ~ , qp ~ X - (LOT 37) ~ F` / 0 U E
/ x ~ ~ ~ / ~ ~ A 9d, / SEPTIC 3 CONTRAC~~1'LR SHALL DE SU~CI'r RESPONS~R'~. f FOR THE LOCATION
N \ ~ / ~ h°~;~ ~ ~ ~ ` F / FoR I,oT 3o FORCE MAIN ,y x ~,P ~ ,i 1, 1,095 LF \ F R MAIN N T & PROTE C~~!ON OF e x.ISTING At~t?'~E AND FI i ~)W GROUND 'UTILITIES I
v ~ ~ ~ N " r 2 PVC ~ n ~ ~ 266 LF 18 4 ~ - ~i/ r~ S 2~ OPEN SPACE ' % ~ i C F ~J ~ ~ i R P 4 I v LOT 38 \ AND STRUCTURES. ANY AND Al, l MAINS OR iND1V1DUAl. SERVICES 1_ ALI. SEWER FORCE MAINS It? BE SDR1? PVC. RATED AT 200 psI PRESEM! ~ IN SERViC'E WHICH ~~Rk~ DAMAGED D~lf?ING CONSTRUCTION
' ~ ~ ~ 1^t, ~ H Pl. W.TN PUSH ON JOINTS. ~ I ~ I, TAI r. n ~.!~~r~~ ~
' ~ 33 ~ , Ins 1,890 LF ~ ` ' ~ - CB ;y29 TYPE F ' W 2 PVC _ SHAD REPAREC MMEDIA,~,_ ~ i dAl E~XPFNSE TO THE OW"•.FR OR UTIi.iT~" PROVIDES
CB TYPE E p' ~i ~ STA. 0+29.51 ~ p - (LOT 36) 2. ALI. SEW 2. ALL. `EWER FORCE MAINS IiJ HAVE A MINIMUM OF 3' OF COVER
STA. 26 .36 P / OFFSET= 12.74 RT SE Tlt. Fr~QM f I ~ 0' FOR LOT Sts ~ ~ EF?OM f~iN!SHED GRADE. 4. CONTRAC?JR IS TO P~~'~INTAiN UTIUTti Sr~~ J I INI_LLiC~iNC; W'A~iFR (1
GRATE= 597. ~ GRATE= 597.00' ~ ~ ~ ~ `34 - ~ NV IN= 593.30 > ~ 3. AI_L SEW c ~ n ; ,;x T~ SANITAR SEWER, STORM SEWER, NA.TIjR' ;AS ELE:C1~RfC A.rdG rti 3. A~_~ .,EWER ~ „ROE MA~~~., ,s BE R;~ILT ACCORDING T~ ~ ~iE TELEPrtC~'dE AT ALL ~ iMES DURING CONr °L_~' TiON -
INV. IN- 593.76' 'V ~ OPEN SPACt ~ ~ S - ~ I V. OUT= 593.10' / 1 h ~ ° r',F? c; INV. OUT- 593.56' ~ / \ , t~~. v ~`l• ~ All_.. DETAILS ON THE ROADWAY _!:,~-TAIL SHEET
% ~ ~ 'Ut ~~~~0 ~ ~ 22 LF ~ 18" ~ i 53 LF ~ 18" 44 I / ~ ~ a '~A~ Y~ A ~TRr- T ~ ,
i ~ ~ L1o9 _ _ A-~ TR Ti RCP 0 G.50 X RCP 0 0.5`e TR Tl N CONTRA(,~..R IS TO xtt~ LL PARKING ~~F,_ ALl_E ND S ,..E S ADJACENT TO THE SONS?RUCTION SIDE t ~ ~nN AT AI_L MMES D!!R1N;
r ~ r-~_._ ~ ,Z ~ V I 1 p ~8 p'26 TYPE ( ~ , ~ 1. OBTAIN PREL OBTAIN PRELIMINARY GRADING PERMII ArdD x'05? Al SITE.; C~NSTRIi~ilON.
/ 5 26 68.36 3 t <i L'~~ 2. ~ LOT 36 FORCE ~ ~ ~ ? ry~ ~/f GRATE- 597.41' i i ~~_i~ p6~ Z. CLEAR AND Z. CLEAR AND ~:~RUB ONLY AREAS NE.CfSSARr ,N>~Ai. ER051ON OONT?OL MEASURES,
MAIN TO BE 1 42 ~ =~b, ~NV_ OUT= 593. 7' \ o lr, ~ MARKED YELLOW ~ 6. CONTRA~T!;R TO A,U~Il1ST THE EL~~A` GN 1Ht ``'~h~f;`; AND COt-ERS .Y_
13 I ~ /~s' 3. C~}NSTRUCr AT BOTH ENDS S , i \ CONTROLS', 3. CONSTRUCT ALL Tr_MPURARY AND P' PMAN~N; SiORMWA'ER MANAGEMENT AND SEDIMENT OF ALL `.!STING L ~?LITIES WHICH A,RE T,'s REMAIN ANE? qRE TO n I CONTROLS, MATCH ~IiE NEW S~JRROUNDING GRt-Cr.;
AND EVERY 25, A ; i ~ 2 0 - i ~ ~8~~ i~ ~ ~8 U ~ _
~ / -:30,x, ~ 4 L~~ ~ 4 SEED AND M ~ ~ ~1q4 SEDIMENT C+ ~ / ,J ~ ~ 1p . 4 SEED AND MUtCN ALl TEMPORARI' ANI ?ERMANt:N~~ S'ORMWATER MANAGEMENT AN'J - - ALL SIGNS WITHIN TF-E LIMITS Of ~ r`N~~~ :~!'~ON 51-fAL~. PE RE~MOVEU SEDIMENT CONTROLS; i.1-
36 ~ ~ as NEECE_D FoR T11E coNSTRUCTI~;N ANA; <<<~~+cEO a_> sooN As
~ ~ ~..f 1q~,% / 5 CAII FOR W ~ ~ / ~ ~ POSi FiNAI 5 CALL FOR INSPECTII:IN OE DE~dIGES ANC UPON APPROvAt_ OF S~JCH DEVICES, OBTAIN AND POSSIBLE. POST FINAL GRADING PERMIT;
~ 'LOT 38 fORC€ ~ 4 I ^ UO' / CB ~y28 TYPE E ~ , O ~ / fi. PRCCFE WIl , r m n~ ~ If ~ ~1F THE ~ .~~~,T ~I N Q~ `)F'U 1. ~.~~1 1. ~T I{ T~~~ ~,i
STA. 30+91.05 i I// MA1N TO BE ~ ~ ~ , ~ D 6 PROCEED WITH CLEAR,NG, ~RUBBIN(, nn,~, CkAG"~vC TC~ LOMP'~E;E P;J+N t~ S GN v., _ . ~ , ~ RUL O ~ CURRENT NCDOT S?ANDARDS.
~ ~ LINE TABLE FOR OFFSET= 32.48 RT. ° ~ ~ MARKED GREEN PERMANEN 1 7. GRUB REMAIP . _ X / AT BOTH ENDS GRATE- 592,28' o ' ~i ~ , 7_ GRUB REMAINDER OF S~.TE AND BEGIN f<OhG~' GRa,L~iNG ALL SIG~d-AGE INCi_ !';~iNG REGULAT~F~' ~N~; u'~ARNING L~
iNV. OUT= 588.22 ~ ANO EVERY 25' DRAiNGE EASEMENT - 8 UPON COMPt ~f ~ _ .___..,,1.. L84 112.7j- C?ORM DRAM , ,r . r ~ ~ SIGNS WHICH ARE OWNED AND MA ti ~~~,WEE~ THE U 8 UPON COMPLETION Jf .OUCH ,~RAI Itv~ INSTALL UNDERGROUND l,~lU~IES .0 I~aC~ 1~_ A P TU, I T i ~ ~ I,.
/ ~ / 1 ~ ~ ~ LINE TABLE tat is d5 1 oT~e"E_ " ( i 6~-- ' ~ _ L4 ..._4 _._2._ t -'1.85 11.21 J 'S4' , 37 LF 18 M S.ORM 6RAINAGE, CATGH BASINS, .fI~N~ wN BOXES, ~EP~IC rORCE MAIN, PUMpS l~hlD STRUCTURES. NC DO R,_ ~ ~1A N HROI~C t ~ ~ ~ +~If_M~)~_~~IION ANA)
' _ _ RCP ®6.OX ~ ~ ~ ~ LINE LENOTN_ aEnRiNC 2 5 6 _ ry,}~8' ~",L ---1.07 9 INSTALL TEMI Lt 49.26 NB5 3 E 143 _ 15.69 _ yj~ 2'24'1 " _ CONST ~L~CTION PFi~a.;E S. ALL SIL^~:~ 'WI~IC~ NEED Ti:) 8E REMOVED Q; - INSTALL TEMPORARY INLET PROTECnnI~ qr rarCH BASINS. ARE ~3E RE~.~,~ cED IMMEDIAiF'~ >
+ ~ / - - - - ~ - L44 14.11 ~ i '36'54"E _l87 _ i 29.31 N87 1' 'W x ~ 3 _ L2 4b.72 N7i,1304E - - - ----1~.g-- 10. 8EG!N FINISF _ _ L88__.. -.._36_06 N49'29'47"W 10. BEGIN FINISH GRADING AND ROADWAY Ct1NSTRUCTION. -
_L45 _ 2J 85_ , K 2 " ~S~N - p \ ~ ~ ~ i l3 79.32 _ N61'23'0 E 77 ' "3 / f L4 96.78 > l46 20 87 ~ 4'34'55` L89 44 N41'49'07"W / 1. 5~~?;48' __~g _ _ _ 11 _ ALL SEDiMEN ~ F CONIR TOR Ir) ` , ~ UP TFMP~)~ k `~>E C °a~l NT ~:C'NTROL MEASIlRC~S ~ ,
_ _ _ _ ,.548'50 _ L 0 2003_ N7TO6' "W ~ L5 73,80 S82 34 5 E L47 4 28 ~"W- A~. ~ ~ ~ ~~L6 ~ 161.23 N83490 L48 1151.~~i1~4'W L91_ 52.54 N33'S6'S8"W !5 ACHIEVEC 11_ ALL SEDIMENT AND EROSION CONTRn; = f~i REMAIN I~; f'LACL UNTIL FINAL STAB)LITAT~!?N ~ „ ~ , , ~ <f ~I" i5 ACHIEVED, ~ ~ BEFuh~. WORK ~;'-hN1MENCE~. ~~i ~Ry ,~k ,I , Sr,A~. ~ .
Q ~ / / - - - - L92 21.56 1 ' \ LOT 37 FORCE / L7 145.16 570554E L49 _2U-80__x$773 "W_ _ N69 51 !NSPEL~TEU DAISY I;MONDAY THKI nllp,~, 1t~ x~ EaSi~~ SiL1 a iC,N Ali sed',fne?t tOntfO m209Ufe5 ShOi~~ h2 i ~SNeC'.el D± ieGS' .l.e ?Very SeVCC QlendO~ d~its ~ r R ~ ~'ii REM~~~E En(,~ . , I F~OM T~~~:. TRAF~';~
~ L50 3t 74- +SS ' 'S4"W L9J 18.88 7 •55' "W ~ AU 5~ed~,ment for ' L8 43.26 74' 1'4 "W MAIN TO BE ~ - - - FES ~E1O ~ L9 tOJ_62 N7 '0 ' "W a C51- - 10.55 ~ ~~~'~'W 194 25.49_,_ N '}a' 'W after any StOfm ~.ON A ~ l 0. J 7..1 L. after Ony StofRi BVent Of gieote~ than O aches ~f p?'BCip~,tdti4f' dU~iny +~ny 24-pouf p9l~i)d ~ 1 V ~'J M1i ~ 1' T 1
MARKED RED AT _ L5z _ lzsz '45"W E is5 21.35 ~o'14"w All sediment tea STA. 31+11.69 ~ / ~ ~ uo tso.a4 =s8J'49'o "w ~ Ai. sediment features shall be maintained ,~=iii f~ ~a! stob~i~ation ros beer obtained. ~MMF E. E3F~ !~.E CONSTki !T~~ ~ ~ ; ~Mti l NCE ; ,,~v hN ,.-A,' I , _ i MAINZ(=NANCE `~HA!._l_ CONTINUt TNr~: pRC I~' ~ i `,UM'r'LE!If~N. o i i ~3,
80TH ENDS AND _ _ ~ ~ L11 75.41 N 2'34' W L53 6316 p71 '1 "W _ L96 _ 38.92 N '39'0. "W 0/S= 63.24' RT. ~ ~ ~ ~ ! ~ - Asa-_ 12.33 -r 4 ~9~ 57.06 s1 5' 'w StDE;l~zatlon men EVERY 25 ~L12 90.34 NB7' 3 W ~..~.W jtoDilization measures shall be initiated i 5oon os practicable ~n portions of the site where j ' ~ ~t f f'~ T
INVERT= 586.00' " ~ / ~ -L13 75.39_ S61 "W ~~L55 2675,.,, '49`E L96 4t.59 N74'~~W ConstruCtiOn actl _ L56 _2i21 4 1'4 'E L99 43.94 S8 '44' 7"W °onstructlon actwities hove temporarily rn ~~er~nanently ceased, but in no case mole thou ' 4 days ~ i ~ ~0. ~~ON~~RAf;TC)R ~ s~; DRESS EE_D ANE; A~i ARLAS DISTI_IRBEU ~
LA = tt', dso = 6 / L14 49.92 71'1 ' 'W 5 1~ 9 - - - after the Constn / .J L57 38.96 U00 1- J4.10 S ~ L15 72.32 '03: ~~!4~W „ 5 5 3' W _ ~ iess activity .r v f Lib .?2.05 _ N 7 "W 1--- - L102 34. otter the eonstru~t;on activity in that p<<i ~~r of the site has temporarily ar permanent!y~ ceased, ~ ~ ~ i I ~ C) . unless activity u~ that portion of the sde ~~r~-; ~esun~ie within 21 days- 'JUR'Nr~ THE ( N:~`RUCTION FIPaA ,RE ~ Nt~, SEE>>ING & MUt:.HIN6 ~ ! I ~ e.
" ~-c58~ 36.95 31 W _ ltOi 12.73 NJO 59 W SHAL~_ BE 'N A~~CC'RDANCE TO THE. CON'-'A~:~T S~'EGIF!C,ATIONS ' t~ w I "t r;
O i~`'~ ~ Lt7 3697 L59 20.18 1T `E N353851 E RCS~dent,01 SUbdi Lsa 22.02. _ ~to3 _ 1na.44 _ NUJ 1 L18 94.47 N 4'17'4 " _ _ _ _~_in 4 ndividtt0 101 CDi a~ / 3~ ~ _ ~ - _ La04 _126.36 N5T2a' 8' Residential subdNisions require erosron o 'ra; Ieatures for Intrestructo~e as we" as for - r; ~ individual lot construction, Individual r ~e~+„ owners shai follow 'here puns ~7aring ~ _ „ , ~ ~ I P
U9- _ 97.27.__ S4 ' ' 1"W _ L61 6.95 ~ N4$'39 03"E ~ ~ LZO 88.38 X62 19.01 N¢1 ' i" _ L105- 14.71 N • g` IDl ConStructipn lal construction ar proaide an individual pl-~r~ rneek~ny ae~. bon k'Z-3G' ~.~!t~e t ALT. ~irCHLS /~E;r r~iNCI S TH>~': ~=Kt "~C' ~T I_E L} .artt . X,Sr~~~l, ~ .t_ ui
~n _ SST ' 7" - - l2i ~ 259 02 ! S6 1't 'W _ L63 2006 + x;;4'34' "E _,_~i~_ 33.97 N4T19'S7" Stnrmwater MDn ~L22_ 5587,_,_ S 7 ' L64 -1530 ' 1. ' i~W ~,__U07 18.20 N 1'09, H: IC w ~ tgrmwater anagement and .>ediment I7Pq,~ tloc Act regwrements I i r ~1 1 ~1i
~ L23 220. a6 S74' 4' 1Y L85 11.47 .1~4~ 3 W 1108 88.18 48 39 3 W LEGEND _ '!1. i~ LENGI<-' r?'~1~ RAY r+,r~~IIN~ ~ik' ~ w ~ ` -r ~ ~ z n LEGEND ~ ~ ~ i `
~_~Li4 _ .ios:58 s7 r'1 •w F -~iss__- - aa.so_i ~ • . .W uos 7497 H71~, . ~ _ _ - - 4 ~ L110 4&93 N 4'111 " _ L25 - _,21.73 '4 " _._~6 2.95,_-- K1~,~854'W ~-_._@ , i,~. T - AL~i._ .:TORN ~lKh~ty r_ASEME i~l; ~a~?r 'i , ',1N~ E`~'7 N'J~! ~7iEttn'N~SI_. I y ~ ~ O
L2b 43.53 4 Y4 " LGB 17.32 . ~ K° . ' t" Lil?- - -31.57 N ~ PAINT ON v / ~ ~ l27 .....__43.46 uaa~7~.~'F i L69 20.58 iN$5'30'Q3'Wl __U12- 49~t4 _ Sfi1 '4" n !JAW IRC1A ~ POINT ON LWE ,ni~_~(n;C.,~-~ t~
~L28 _ 119-62_ h} g 4 _ 10 29 42 "5149' Ll 13 38.20 _ N22 '35'59'E 4 ALL t xQT!N( ~ ~~WAYS atiL; ~ t M C 1 U ~ HL
L114 60.81 N72 27'1 11.62 N _ N31 5 '14'E 00 QUG IRON L30 L29 21 2201 .55 81 N74' It ~t cn L115 80.55 54 Ty / - " . 72 `47.66 N 9'44'07" OLD IRON pr M~ti~ J(C! " 'AR, C)N`;`k~J 'N OF PROJECT - m
L31 55.04 9' 1.73 38.26 14' ' U16 19.50 1539'08'30' FIR`. HYGI r { FIRE HYDRAN' v T m 00 Cf~~ • r~ -
-L32 255.05 1'1 ' 74 - - 58.30 1'25 21 E L117 20.29 S4i't2' 'W ~ _ k . a NEW CAT( v / f \ _L118 21.x6 L33 15 32.84 3 84.13 _ _ N W A ALL NLL A o- E ~ ~f_ Jr P ~~)T J`„ 1 R~1 DRAIPv 04)'L IS :r 77 ON New CATCH B S P c Fit RAP RA' Ff THE RIP RAG'' !~*'a ON ~NF ERUSi')N COW, f?C`L ~r
i L34 104.5 76 25.02 3 1' __~.---.N '14' L119 54.96 N4T •W ? EXISTING 02 } 1 177 34,69 U20 35.10 S31'52'1 4'W L1 27 34_._ 14 W C) / L35 98.98 417'4 ' _.L EXISTING CATCH BASIN Dl 00 - LEGAL L
/ L11 58.$0 L128 35.08 S47'19'511Y FLARED . 3' W - LJ6 41.05 N"-28'44-F- l-__.L,B 16.23 N70-55'28-E _ L129 16.16 S ~W FLARED END SECTION n. T ~
3*230"E 3'4-5'W v L37._rt 2&20 T 979 35.17 _ p t '1 " L123 48.4E N61 L130 35 33 7 4 W 4 JUNCTION 'VI AUM L38 6.04 N I . 9 L 14.68 1' 4 JUNCTION BOX b, x~ L AVF,MENh4? r~I; N(>> riAi_~ v1I SJ A,d~)ARGS. z~zom u.~x
LAKE r 7 1 - L81 18.48 '06'48"E L124 57,93 17'1 •W U31 100.61 S5473) L39 56.15 _ NOTI '1 ' 57. 7 o - 1132 34,46 i' 1R AL' (A BA~,i^~ `tF ~C.JSr c r ,tiV'L 'JPAWiPJGS. v= Q 5
L40 10.47 N431 'S6' L82 49.79 441'49' 7 L125 43.33 711 ' ' L133 34.98 4 '4 'W - L83_ 27 93 549-047"E -Ll26 42.83 S48 '!33-E

TAX ~ 15-106--x)41--02 ,-CENTERLINE ROAD
1. Provide sift fence and/or other control devices, os nwy be , 1 TERRELL J. & ALBERTA SCOGGINS GRAVEL _ ~ DB 2382 PG 4 77 ENTRANCE ~ ' -
reguirad, to control soil erosion during utility construction. CONSTRUC>-ION SEOUENGE p• All disturbed areas shah be cleaned roded and stabilized 1.-~ ZONED: R-R
' g 1. Clear roadway right of ways. 0 with grossing immediately offer the utility fistolfofion p ~ V _ ~ _
2. Additional control devices may be required during construction, 2. Clear do grub areas for installation of temporary control devices dt temporary grovel entrance. p 'LIMITS OF DISTURBANCE_ , i (TYP.) _ _ _
a • in order to control erosion and/or offsite sedimentation. 3. Construct temporary control devices & temporary gravel entrance. 0 ~
All temporary control devices shall be removed once construction is completed and the site is stabilized. 4 Clear & gruG remaining areas, commence with rough grading. S0
- , TEMPORARY CONSTRUCTION
3. The limit and acres a of disturbed area for this site will be 15.56 acres. 9 5. Begin utility construction. ~7 / - ' ENTRA CE TO BE BUILT ON ,~~""""'~n
4. n-site riot 'ts r uu on-site demolition IandfiN 0 bu Pi eq eon 6. After utility construction is complete, begin final grading for rWdway construction. 1 LOGGI ROAD. NO OTHER ~ ~ i P ,
permit from the Zoning Administrator, Z All sediment & erosion contra! measures ore to remain ih place until final stabilization. DISTU BANCE TO OCCUR. ~ ; : . s ;
5. Any grading beyond the denuded limits shown on the plan TEMPORARY CONSTRUCTION SUCTION ~ SEE TAIL SHEET. . ~ . 7 ~ _ i
is a violation of the City/County Erosion Control Ordinance All sediment control measures shoN be ins tad of leosi once eve seven calendar do s and ~ ENTRANCE TO BE BUILT WHEN and is subject to a fine. ~ ry y IUILT WHEN '~-`~w~ > -
after any storm event of greater than 0.5 inches of precipitation during any 24-hour period. ~ ROADWAY IS COMPLETED TO Ali sediment features shah be mainfoined until final stabilization has been obtained. - .EYED TO ) ~ ;s _ . r
6. Cradiny more than one acre without an approved Erosior 1 a~ ~ 1 Z~0 SUBGRADE, Control Plan is a violation of the Cify/County/State Erosion Contra! Stnbilizafion measures shot! be initroted as soon os practicable i~; portions of the site where ____w
Ordinance and is subject to a fine. construction octivifies have temporarily or permanently ceased, but in no rase more than 14 days SCALE: 1 ° = 1 o
alter the construction ocfivit in that rtion of the site nos fain rant ~ ar ermonentl ceased, Y ~ o Po Y p Y m~ v f ~ ~ !~XISTING LOGGING ROAD
I. Stabduat~on rs the best form of erosion control. Temporary Jniess activity in that portion of the site will resume within ~ 1 days. ?1 24" RCP seeding rs necessary to achieve erosion control on large denuded v INV - 612.82 _ ~ GaB2 ~ ,NOT TO 8E DISTURBED _ r ~
areas and especiolty when specifically required as port of the i ~ I ~ ~ j ~ ~ s ~
construction sequence shown on the plan. All graded slopes NATURE ANU pURP~$E ~ must be Seeded and mulched within 30 days of completion e' 1 z ~1 2 ~O i ~ ~ ~ ~
grading. All remaining areas are tc be seeded and mulched Ibis prOjeCf is t0 tie used for 0 r2Sidenfi0l deve~opment ~ f ,~6' ~ ~ TfAk # 15-106 041-03 ~ ~ ~ Z ~ - ~ I ~ j
within 120 days. the site is f>~ be used as a subdivision with se,~t~c - f- try o ~ ~ p j ~ TERREi E J. & A~~BLRTA SCOGGINS z 530- I i ~ TqX ~ 1 l Of _ 04' -05 ~ ~ ~ DE ~ 084 ~'i; 840 ~ , L, ~ I z .
+ i' r C .anks and we Ovate . B 8, Additions! measures to confro! erosion and sediment may be INV = 612.64 'ti. ~ / ~ _ 1 ~ ~ KAREN S. KENNINGS ` ZONED: R R ~ ~ i ~ ~
required by a representative of the Crty/County Engineering ~ I ~ p ~x I ~,~izl:~~ DB 2.44 PG 8C2 ~i;Q~~ I ~ ~ 1 ~I ~ I
Department and/or Nf,DENR -'~"-vERA-iv-~Iv~S: ~ i ZONED R--R < 1 ~ 1 ° i° i w~ c s . C ~ - ~ ~ ~
ARFA WITHIN LIMITS OF DISTURBANCE SHALL BE CLEARED. GRUBBED, AND STRIPPED OF ANY VEGETATION AND R00T MATERIAL ~ o 9. Contractor shot) be solely responsible far location B protection ~ ~ ~ ~6 9 l: ~ '6~ ~ Z \ ~ _ i
of existing above and below ground utilities and structures. Any ~ THE FILL MATERIAL FOR THE SUBDIVISION SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WEll Q ~ Q 1 ' 1, C7 r,, ~ I Z 17 ~ ~ ~ ~ I - - ~ r IJ C' .L I tai W j Z ~ I _ _ ~ I
and ol! mains or individual services resent) in service which are AS OVERSIZED STONES, ROCI(S, ORGANIC MATERIAL OR O'iHER OBJECTIONABLE MATERIAL. THE SUBDIVISION SHALL ~ 4 RCP / p y COMPACr~~D Y TRA R IN W)TH UIPMENT WHI BEfNf; rONSTRUCTED SPILLWAYS SHOULD NOT BE TCP - 60683 '~~1 i damoge0 during construction shall be repaired immediately of no BE E B VE S G EO LE - ~1 _ ~ ~T ~~.~~L~' ~I l.~' - ~ -
additional ax ense to the unlit ~ owner Anv and all mains c~ CONSTRUCTED THROUGH FILL. SECTIONS. P Y , - - E Sf_ VCE ~ ~ II ~ , ~tAS~MENr ; ~ _ i _ I
individual services not presently in service and which are to be 3 SEGIME.NT SHALL BE REMOVED AND THE TRAP WILL BE RE51i}REI) TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ~ IMIT$ OF ;OISTUR~BANCE r ^t' r ~ n~+ ACCUMULATED TO ONE-HAiF THE DESIGN DEPTH OF 1HE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE eplaced during the course of constru~.+on may be emoved ~ ~ ~ - ~ ~2~ ' 4 ~
AREA IN 5UCH A MANNER THAT IT WILL NOT ERODE. ~ legally disposed of if damaged during construction 580 LF OF TEMPORARY , n ~ ~ ~ ~~.~~,~i I ~Y ~ ~ ~ ~ i aB2
~ THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPWRS MADE A5 NECESSARY QRAINA DITCH r 1 ~ _ r ZIP lG~ I 0 1 SEDIMENT TRAP 1 ~ ~ - ~ ~ ~ ~ L i ~ ~ ~
10. Site Sofi Conditions Are As Follows: a. CONSTRUCTION OPERATION SHAM BE CARRIED OUT IN SUCH A MANNER THAT EROSION ANO WATER P011UTION IS MINIMIZED. ~ (~E DET SHEET Gaston loom-GoE, Type C `sail X ~ ~ I ~ ~ ~ ~ U` ~ ~ / U? Uli(n ~ j i
5 ALL CUT AND FILL SLOPES SHALL BE 2:1 OR RATTER. Gaston Sandy Clay loam-GaD2, lype C Soil ~ ~ O. - (SEE DETAIL SHEET) ~ - ~ - ~ _ , . Q ~ ~ ~ ' - - 1 c ~ ~ , ~ G~ w i.~ '
Gaston Sandy Clay Loom-Go82, Type C Soil iF SEDIMENT BASIN IS IN USE 30 DAYS OR LONGER, EME3ANKMENTS SHOULD BE SEEDED OR OTHERWISE PROPERLY STABILIZED. ~ 240 LF OF TEMPORARY - ~ / ; ~ ~ ' k ~ ` DRAINAGE QtTCH ~ _ _ ~ _ - _ _ _ o ~ ~ ~ ~
Madison Sandy foam-MaE, type B Soil_ 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR iLLUSTRATNE PURPOSES ONLY, ANO MAY BE CONSTRUCTED IN ANY SHAPE `~j , Ga82 Udothents Loam Jd R.A.. , ' pe B >oi!. PROVIDED . HF. MINIMUM STORAGE VOLUME RE9U!REMENT IS ME7 THE BASIN SHOULD ALSO BE ORIENTED SUCH THAI THE t" I Y ~ ~ Y ~ `~I C 9~ ~ _~SEE DETAIL SHEET) - - ~ i w ~ ~ ~ ' - - ~-'i I -
r i i TH _ P SIT ~ . Madison Sandy loom-MaD2, Hype B Soit. FI, ER AND E MAIN FLOW OF WATER AND SEDIMENT ARE. ON ~~P O. E ENDS ON THE LONGER BASIN DIMENSIONS 140 LF ~ 2ND LAYER ~ ~ ~ b~G - t ' ~ ; O , r~ l ' I _ OF _SEDIMENT FENCE ; 1 ~ _ • _
Provided b the United States Department of A ricu)ture Y 9 9 REQUtREU STORAGE IS t800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE. RECOMMENDED STORAGE I~ 1800 CUBIC ~ FEET OF STORAGE PE,R ACRE OF DRAINAGE AREA ~ (SEE. DETAIL SHEET),
?1 Plan proposes Bess than 150 linear feet of creek disturbance- ~i.~ ~ ~ / - ~ ~ ~ _ ~ ~ ~ k ~
?0 WHENEVER T~IPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) 'THE BASIN WIDTH, TC ALLOW FOR ETTLING. HAFr~~_ A ~ SHOULD 8E PROVIDED IN THE BASIN WHERE ?HE LENGTH IS LESS THAN TWICE THE WIDTH. ~Qn X~ / - S£DINE~tT TRAP /2 ' o / "OPEN SPACE - {SEE, DfT~IL'SHEf~ ~ j' ~ , i i, ~
_ t?, Bearings and Distances rrov~ded By. ~ Edward F. Woodward F.i.S. 8(113 CLEANOJT S'AxES SHALL. BE PLACED IN NL SEDIMENT BASINS AT THE LOW POINT IN THE &ASIN. THE STAKES SHALL BF MARKET' ~ . ~ ~ ~ ~ ~ ~0 ~ ~ L SEPTIC A j ~ - ~ - 180 LF 9F-_TEMPORL~Y ~ I
Williams En ineerin ,roc, Rark HiG, South Carolina SHOWING THE HALF FULL, CLEANOUT POINT, Ol THE BASIN. ~ 9 9 _ ' --f f 4 AZ g3 E,~ ORTO 5~ WAGE DITCH 6 I'I I ~ , ~ _4k 14 ~ ~ 0 ~ ~ I
TAx 15--106-086-- ~ SAFES" FENCING 3' HIGH SHOULD BE PLACED AROUND All SEDIMENT BASINS. ~ ~ ; 13 Proposed cal-de ~socs to serve as temporary stock pale iocahons , x r• _ - ~ ,TJN GO!1M~?` LAW ENFORC~M~~- SEE HETA~C-SHEET ( ) ~ ~ ~ ' r - ~ 2ND R ~ ~ ! i
!>~pING ANf;~ iNST,ALtAT10N Gr ALl SEDIMENT TRAPS SHOUL,,~ BE WITHIN ROAD RIGH1 OF WAY WHENEVER PUSSIBEE~ ~ _ . 14 ?base Ions are for the roaa`wa construction o+ Misf; Waters SuGrns,i,r SEDIMENT TRAPS GO1NC GUTSIDE OF THE RIGHT-OF-WAY WILL NOT CROSS THE LOT SETBACK LINES. ._8L6 ~G 412 ~ - 59~~ S~ ~ ~o ~ , ~ _ ~ , - OF SEDIMENT FSNCE'~ MaD2 ~
p y MB 34 PG 5 _ a. i • 8+ D T .SHEET . , _ i - - -
.5 Alt homeowner; shall agree to sobmt a :ot plan ana rR0 wdh lee ZONED R-R prior to disturbing more than une acre. ~ _ _ ~ ~ , k0 A ~ ~ r-
'tom`. , _ \ I - ~,1 \ ~ i ~ ~ ~ i ~ ~ j
'S. Ail perrnaoe~t drainage ditch lining to be SC~50 N'ortn Amencar, Green. LE N ~ v - GE D ; ~ M p - _ ~ ~ ii ~ - - ~ - ~C ~ ~ ~ ~ ~
a2 POINT ON LINE ~ r. - I _ I ~ - ~ 1~ ~ ~ ~ , ~ I
PR~I~~,!~rR~' I N _PHASE o NEW IRON (5/H" Rebar) ~ ~ ~ - oi.__ -~E TRAP ~3 ~ ' ~ ! i , i _ m I j~~,, I
Request pre-const~uctior. ronference with NCDENR Patrick Grogo .i 't14' r5'-?699. • OL IR N ~ ~ ~ ~ o o InstaN stone construct=on entrance and erasmn dev.~ces necessary 'or ,,+',e grading, y y ~ ' . ! ' ~ l i ~ /r ~ ~ ~ ~ j
per Inspector FIRE NYDRAt~T ~ ~ ~ Sj ~ S ~ _ _ ~ Q~~ ~ I
lnfaro NCGENB .~spettar of completion c!f dev~ce ~^staClatio~. and ea,~s- „ Ir~suect~nr SEDIMENT TRAP /26 r ~ iF, ~ NEW CATCH BASIN 3 o. ~omplionce w., standards. ~ IEEE DETAIL MEET) ~ i 0 T3 , ;n ~ ` ~ ~ , x--20' DRAINAGE CASEMENT n
Recewe grading permit from NCDENR insD~aor [7 EXISTING CATCH BASIN ~ - ~ - r TO FOLLOW C L OF EXISTING ~ i
RfNG AN~_ GRABBING F~HASE FLARED ENT} SECTICF~ ~ ; ~ '1 i r~ v CREEK w I ~ ~ :+a- ~ _ Q I I i 1
Be in eleari and radio operohons V ~ ~ g ~ g g o JUNCTION BOx ~ ~ ''k_.. / 1 ~ - _ i ~ ~ ~ ~ ' ' ~ ~ ~ 31 LF OF RETAINING WALL - - 20 LF TEMPAR
` ~ „ ~ , ,
. (P I~Lh~t''L~_ h't~ASE WE' WETLANDS AREA A ~ - GaE
Receive approwai foe improvement construction- 0.6 Begin storm drainage and other in/rastructure construction. aa~ ACRES '.:r,~'~ ~ - - -
Complete site construction and stabilize site OU15bE PROPERTY ~ - - - ~ SEDM~INT TRAP ~!4 ~ 3&~ t,E ~`-~E ATf7 ~ ($EE DETAIL SHEET} ~ :x~~
r: INAL INSPECT ON PHASE / ~ ' _
Remove temporary Irosian control deices and s'ebifze hose ~orobci~~ i - - - i ~ 60 - ~
Regxst pre-final inspection (or punch iist~ ~tems ~ ~ ~ Request final nspection from NCDENR inspector. - _ Sate approved hand released ar NCDENA certificate of ocwpancy ~ n: - -;a.~ed ~ ~ _ - i
9 i ` _ ~ 1 / t 3 LF OF TEMPORARY ` / 1,
PROPERTY LINE _ i ~ i j,. ~ AINAGE DITCH ~ ~ _ ~ -
WATER LINE FOLLOWS 570.00 ELEV. _ ~ ~ ~ + (SEE DETAIL SHEET) - _ ~ ~ ,
' CONTOUR LINE ~ - _ ~ CREEK ' _ _ _ ~ _ ~
..,~r ~ _ _ - - ~ _
, ~ ~ - F h TU R E - / ~
80ATSLIPS / ~ - ~ ~ _ t_t I .fir 1 f'1( , - ~ - j~• ~ - ~ 0 ~~.D N ~ ~ ~ 37 1E OF RETAINING WALL - 1
~"t!' L.Kti', ~YC.!V ,.,I'ar rY ~ Ila .l i ~l /r - _ / i~ ~ r` ~ V'~' E~DET
~ ~ - ~ _ - _ i ~ - is f ` _ ~ ~ ~ ~ o GaB2 } _i ~ - ~ ~ ~ - 6, ~ ,
, _ , ~_~~t,t ~ ~ ~ ~ ' ~ ~ ~ / 4 ~ A i _ ` - I 0
. - ~ _ ; ~ `x,\ ~ 1 LF ~ 2ND LAYER i ~ ~A r T _ ~ ~ ,i i I - _ -
. , , ~ - ~ ~ , ~ x ~ ( ) ~ ~ ~ ~ ~ ~V~ ~ ~ SEE ETAIL SHEET ~ ~ x ~
l C FU-ruRE - / r i _ - - _ 1 _ \ 47 LF OF RETAINING WALL • ,6 OF EMPO~A1?~_ ,Y - ~ j , 2~, ~ ,
,..tiE. u ~E ~ERGENCY SPIL WAY ^t- - --1~ R OIT ~ ~ - ~ ~ ~ i ~ , ~ ~
- ` ` ~ SEE DETAIL SHE T ~ t / ~ ~ ( TAI >30 LF tom' ~ ) ( tall EE Tye ~ _ ~ , ~ ~ ~ - - ~ _ ~ ~
i~ i3 ~t r ~rIIF~~)t~~i- `fit ~L}iMT_~~~ r ,It`d CMP 0 .75x X _ , I~ i ~ i I~ , C ~ ~ „ ~ ,l 1 r l 1 ~ ~ ~ _ _ r'v ~ _ ~ ~ j ~ `'U' DRAINAGE EASE ENT ~ ~ _ /t , ~~1. 6W C L OF ISTING I
INV. ! 57 0"O ~ , ~ ' , ~ ~ ; . _ ~ i Iy.V' OUT 573.0'- ~ ~ ~ ~ / _ , ~ ,I ~ ~ l' p ~ t i
NORTH AMERICAN / ~ , ~ / ~ ? ~ I ~ ~
GREEN LINER CT 25 TO /SEDIMEN BASIN A ~ - ~ f ~ ~ ~ ~ i + i TOP EL.=580.25 • ~ ~ ~ j ~ ~ ~ i r i BE USED IN THE SEND ~ t ~ ~ ~ ~ I ~ / _ - - _ ~ , "
80TT EL. 576.00 _ PORARY IkH ~ ~ ~ ~ i r OE PD3 (HATCHEGj / ~ ,a I I l GI ~ - . - - - _ \ ~ r 8~
~ ~ , E DE all SHEET 0 A~ LL ASIt~, A ~ t ~k~ ~ i O WETLANDS AREA B ~ ~ ~ ~ ~ p i l i ~ i` ~ - ~ -
0.05 ACRES i ~ I~ DEMOLISHE) ~ ~ o ar~~ GaE OUTSIDE PROPERTY ~ ; a ' ~ \ w ~ j _ X1,2 LF 0~ @~' ~,;x ~ \ STORI4GE ~ - - ;7
J 150 lF OF GRASS ~ _ T TE ORA / >
u LINED WITH SC150 • ~ ~ ~i>< _ f.~tl 1+ 0 DRAINAG DIT j , ~ ' LF 'TEMPORARY -SEDIMENT TRAP /5 ~ ~ X'~ ~ NAOE TCH (SEE DETAIL SHEET) - E DE AIL EET ~ =
LINER PERMANENT- / COQ--. 1 00 ~ ~ \ \ --.r- DRAINAGE DITCH (PD3) ~ ~ _ ~ ~ ~ ` ~ A ~ ~ ~ ~ ~ j ~ Y ~ ~ D~~TAIL sNr4E GaE Ax # , ~ - ~ o~ , : }
SEE DETAIL SHEET ~ ~ ~ - ~ , ~ \ \ ~ I i , - ~ ~ ~ ~?pEN ~p CE DAME ~ A.LEXANDER HA(~FRrY & ~jl"}~ER`:= ~ ~ ~ a ~ 1 - 1 i t ~ i i ~ - \ ~ DB 1144 PC, 6 ~0
180 4F 2aD, LA - \ \ \ _ ~ _ OF D~MEN~ EENC , .,y,~ ~ ~
( ~ D~TA~ILi SHEETS ~ ~ _ I i ~ ~ . ~ ~ ~ •_v / ~ ~~p 0' if ,OF 1`EM ORARY ~ ~ 'ONE.D. a -R , ~ ~ ~ , ~ ~ RYU A TCH
_ WETLANDS AREA C ~ ~ ~ ~ ~ ~ ~ ~ d50 L~ OF MPORARY ~ ~ A \ \ (SEE DETA?l S1i~E~"~} ~ ~ ~ \ ~ A~ \ I ` ~ - :DRAINAGE TCH - , A ~ • {'h ' ,
T _ ~ , L TS SIR N ~ ~ ~ ~ 0.09 ACRES ; ~ ~ ~R~ s~~CE ~ >r TYP.) ~ \ ~ ` ~ ~ ~V' ~ ~ , - ~ ~ \(SEFI DEUUL r,~ET) ~ ~ Q
_ ~ - - ~ V ~ OUTSIDE PROPERTY ~ . ~ ~ r ~ _ ~ I , ~ . ~ , _ \ ~ ~ ~ 6 ~ ~ ~I~ _ - ~ ~ ~ ~ I ~ ` 1 \ \ ~ ~ I_ - • ~
C~ , - fiQR L~T~ ~ ~ . t N ~ N ~ ~ v ~ \ \ ~ f~~J+ ;.t ~ ~ 1 ~ b, ~ ~ ~ 1 ~ ~
TEM OR~ _ ~ ~ ' ~ ~ ~ _ r ~ ~ I . I
IRA NA(;E O~'i'CH ~ ~ 1 ~ - ~ 1 ~ ~ i ~ ~ - \ ~ ~ ~ ui ~tl sPACL ~ ~ 1 ~ ~ ~ ~ I N ~ ~ i r) ~ ~ 1 \ ~ , <c~
~ ~ ~ ~.TIc ~r , ~ ~ - ~ _ ~ \ i ~ ~ 1 , ~ ~ ~ i ' ~ ~ o ~ ~ ~ i
c' r ~'~F.. P ~ ~ ~ I ~ ! ,
r~ ~ ~ - I r5'_ ~ \ Q ~ I i I ~ I I ~ r,.., t, n ~ , ~ / ~ ~ ~ ~J~ J ~ I ~ , 0 9 \ \ ~ I I ' I ~ 1 ~ ~ , 6' ~ ~ ~ - ~ _ • ~ j ~ r I ~ A. A \ ~ ~ I 1 _ cV
~ ~ ~ I ~ ~o.~ ~ ~ ~ _ ~ r GaD2 ~ ~ ~ o i ~ , ' ; ~ ~ . ~ I ~ 3• ~ Li. ` ~ \ . ~ ~ \ A ~ _ ~ i ~ Q,
r \ R ~ ~ a J f`- ~ ~ . ~ ~ ;
~p J ~ - _ ~ - ~
- '"r- Nr D, ~ I N ~A E r ~ _ , i ,
r ~ _ _ ~ ~ _ ~ ~ \ _ ~ ~ ~ , ~ ~ ~ ;~h SPACE i ~ A ~n ~ 1
y, _ , ~ . Ira ~'4~-. \ ~ UREN~tt~;E -lL._. , e i l v j ~ A ~ _ y 1>. ~
~r-_ YC'Tl IAY1C ADCI ~nr \ t t 1 I~ „ ' ~ ~ ~-3 1 i ~ _ ~ _ ~
z 0.0,3 ACRES 77- , z
OUTSIDE PROPERTY CT-4 r
~ Jy; -7771
f MOW- _ V } ~ r c. , I cY
- 610 _ - ~0 56
-SPACL
U; . 7
ftlo~oe

~ ~ - ~
/ ~ ~;'~/i - b ~ ~ - ~ ~ 9,5a -
O ~ i ~ ~ i , , / r / R / ~ ~ ti i ~ ~
o / ;I ; / ~ , i ~ ARE _ ~ o I ~ p0 ~ ~ ~ \ T'~ - ~ ~ ~ a 6
i / • . i / / i ~ ~ ~ / ~ Ts she T11~ 5 R ~ \ rs or~s~e ~ , ~ sH~ ~ PGE - ~ ~ \
- - i ~ /i ' 6 ~ N 30 SPX R G6 _ _ ~ 6 `7 pE p ~r - ~ ~
PN A~ , art . ~ - 6 0 ~ \ R _ch
U ~ / / ES p - - G ~ Z - - \ ~
~ ~ ~ - ' ~ /j i / JP / ~ ~ -
i , ~ % ~ ~X \ ~ ~ _ ~ V'\ i~iunuir+rrr / ~ r,
i / ~ / • ~ / PROPERTY LINE ~ST ~ ~ + 6~0 _ ~ A ~ . 1-- _ ~ r~ rY~
/ i ~ / ~ i FOLLOWS X70.00 ELEV. i, / / / ~ ~ / ~ - ~ 'p;4
~ ; ~ ~ ~ / ~ ~ / - A1EA-~' D ~ ~ ~ ' ~'.~.qy,~i: _
/ CO OUR LINE , ; ~ , ~ se._ i; ~ ~ / A _ ~~h~ ~ ~ DkAINAGE'DITCH Pf~B N • ~ , ' ~ .w ~ ~ ~ ~ ~ ~ / ~ ) 630 ) ;y
/ i ~ ~ / - WATER LINE i ~ ~ ~ \ V ~ ~ SECDET SET _ ~ ~ ~ ~ ~ ~ ~r' ~ A ( ~ 54' ~
~ , 1
/ . ~ . ~ r~ a I ~ , \ ~ E'Q~TAA. SHEET) _ , 1 ~ i ~ i LIMITS QF I~TURBAN ,<< ~ ~ / ' / ~ 1 l rrui ~ ~
100 ~ ~ ' / 0 100 200 / 2 - i
` _ i i l„= ~ - ~ o I ~ ~ ~ - / '7` ~ i' ~ ~ ~ i
SCALE. 100 / - ~ f , i~ ~ , ~ I I - s` , / ~ ~ ~ d \ ~v ~ ~ ~ ~ _ _ T ~
~ ~ ~ / I r~ i ~ ~ ~ _ / \ i ~ I ~ i O + ~ ~ - ~ ~ I ~ ~
~ ~ ~ i ~ r ~ i ~ ~ ~ ~ \ ~ _ _ _ t.~1 ~ ~ - - \ ~ ~IU1~~n,' i
/ ~ ~ ; i ~ l ! ~ ~ ~ 23 o / ~ ~ ~ I
J ~ A ~ ~ - ~ ~zlzl / E w
i~ ~ ]:1 i ~ \ \ i ~ ~ , I , ~ / , ~ ~ ~ n~ \ - ~ ~5C l~'6F T~MIF~bRARY \ 1 ~i FOR cE~t+Z1u~~ ~ ~ DR ~ + . i
r-- ~ ~ ~ ~ ; A ._-1- ~ ~ s, ~ ~ ~ t~ ~ ~ \ v 2 ~ v f 1 ~ ~ ~ v ~ i
FUTURE i o ~ ~ ~ ~ ~ q ~ ~ ~ \ -~3+5~ \ \ ~ ~ ~ ~ ~ - ~ \ " ~ ~ ci
h ~ , . v \ k ~ ~ A ~ A ~ / j ~ ~ A ~ 7 i _ ~ / / _ ~ W L1! I
2 ~ \ ~ \ / - _ A ~ -,v v Ak \ ~ ~ 1 i ~ ~ i V ~ / ~ i G I C. ~ i '
/ ~ \ ~ v ~ \ ~ V ~ ~ ~ ~ 7_iZt
~ ~ 3 6 ~ \ ~ v ~ , , i ~ ,k \ ~ LF ~ / - ~ ~ ~ I J
F ~ ~ 4 J ~ ~ ~ I o ~ ~ \ I ~ ~ / i ° ~ I
Qj ~ ~ ~ \ ~ ~ ~ ~ L~ ~ ~A x ~ ~ ~ A JI~ tJ i'.1, I
~ A ~ ~ ~ \ \ ~ ~ \ A ~ ~ ~ _ ~ ~ V _ ~ (n ~~i Jl , V)
/ ~ ~ ~ 1 ~ k v _ A i~ W W W
i c~ / / _ \ - - - ~ OY~~Plk~R ~ ~ ~P RY ~ ~ ~ ~}--fi }
p-- ~ - ~ FUTURE ~ 2~ ~ ~0 _ ~tAINAGE~T~ ~ - _j _ 1 T~ - a - - - ~ ~ \ r _
CLUBHOUSE : i ~ ~ - ~ ~ T l SNE~7) G i ~ I \ \ i
:A j ~ ~ ~ ~ \ 300 LF QF SS, - _ E~T AP _ _ J
~ / - , ~ - ~ ~ ~ LiNE6 MATH ~ T L SHEE ~ ~ A ~ I it i
~ ~ ~ ~ ~ ~DRt11~f11Gf DFT ~ ~ ~ _ ~ J ~ 82 lF POR Y ~ A z ~ r A ~ ~ , ( j 1 t ~ Q ~ \ ~ I°' i ~ DR INA ~ ~ ~ ~ I
i ~L , E w A ~ A 1 ~ i ,o ~ I ~ i ~ _ ~ ~
G P / ~ ~ - ~ i 1 I - . Caa 6~' 2," ~ ~ I ~ 6 ~ ~ , , ~ I ~ - rn SEDIME ~AP \ ~ ~ i
~ ~ ~ SPACE \ 61 \ ~ ~ \ / \ \ - ~ ~ ~ SEE DETNI j ~ ~ ~ ~ 'I ~I I s _ ~ \ 1 ~ I ,
WE'MI~S AREA ; ~ ~ ¶ \ \ ~ ~ - J) / ~ ` -
0.05 ACRES ~ _ _ SEP sr - \ \ _ \ \ _ / ~ ~ ~ , ~ ~ - ~ A __EDR k8fi 1 \ 290C~OF~>9~S \ ~ ~ _ ~ A, ~ . ~ - ~ V , - I ~ ~ ~ AIN7tGE \ ~ ~ ~ I ~ ~ / I , I
OUTS~E PROPERTY 1 ~ - ~ ~ ~ WEILANOS AREA C 50Q LF OF GRASS = ~ ~ ~ ~ . - ~ / ~ ~ ~ DEfiML ~ - - ~ ~ ~ I ~ ~ ' ~ ~
0.0~ ACRES ~ 16 , L1NE'D S6i54 _ --ea€~ sP~cE ~ ~ _ ~ s~Pn~-- - / tc SE9l~£w T_ AP 7 ~ - ~
OUTSiOE PROPERTY ~ _ fPTiC _ SF~nC ~ LINER . JG~tE#T- y - ~ 06I __.-~1~-~ - t~ ~ ~ _ bETAII ~ S~IEE~~`~ ~ ~ _ -Z30 tf-_OF-IEIIPORARY ~ ~ ~ v . r ~ ~ '
\bRA1N GE DITE}i~ ~ ~ - _ ~ ~ . _ ohE~t~gOE SHEET)- OPEFI P ~ V A GE DITCH" ~ ~ , A I
. \ ~ -24~ DRtdNAGE FASHdENi- ~ l- ~ ~ / ~ ~ _ - - ti ~ _~RAiNgGE ( DETA~ Sf1EET) ~ ~ ~ ~ 1 ~ \ _ EA ~ ~ /
- ~ ~ , ~ - _y- ~ Ul ~ I i ~ \ _ ~ - - ~ b i ~ ~
PD ~ _ _ - ~ _ / u TH sc15o ~ - - _.~sa~:f of ~ Ic _ _ - -1 t-; I 1 I
- - ER PERMANENT ~ ~
DRAINAGE D PD5 ~ r / _ _ Q. ` ~ ~ - DETAIL SHEET % / _ ~E ~ ~ I
SEED Il SHEE ~ - / / / ~ ~ o ` 480 LF OF TEMPORARY ~ (SEE.. I t;T) ° / ~ DRAINAGE. DI 0 ~ ~ / ~ - ~ ~ DRAINAGE DITCH' / 6~ _ _ / ~ ~ / ' - f w ~ i ~ 1, / I Q~
SEDIMENL_TRAP_ X10_.. -r, _ ; _ ~~.1 ~ / S~ DETAIL SHEET (SEErD~L SHt;ETJ' / ~ ~ ' _ _ P ~
) 250 LF OF MPO~tAI~' r-~' ~ / / ~ ~ ~ i _ _ . ~ / M / / EN PACE A ~ / / ~ - ' I ~ k_RE CONSTRUCTION PHASE ~ ~ a
160 LF N 2ND A R WAGE TCH ~ r / / / f / L ~ SEE DE IL SHEf~} ~ ~ ~ / / / / / ` SEPTIC ~equest pre-construction conference w~,n NGDENR -Patrick Cr of 104 663-1699- ~ ~ o9an ~ ) insfotl stone construction entrance and erosion dev;CBS necessary for plwse of grading, r
OF SEDIMENT FENCE _ ~ / / / 14 + ~ ~ / - N . ~ 6 / / k s' FRLOTI4~/ SEE "OETAIC SHEET ~ ~ ~ / m / / ~ \ pPr inspector
~ Inform NGDENR inspector of completion of device installation and request on inspection - for compliance with standards.
Receive grading permit from NGDENR inspector r.~ ,
_ F CLEARING ANO GRUBBING PHASE
/ - _ _ S IC ~ / i / / ~ - ` c TqX `~-?09-00~ i-t # 9egir, clearing ono grading operations- ~ ~AKEVIEW FARMS, INC. 1 x-'~ ~n; u
2 - ~ ~ o ~ ~ ~~B <59 PG 439
r 335 LF MPO~ARY o~ - ~ ~ ~0 ~ SE61ME>+4T ~ A SITE IMPROVEMENTS PHASE R_ R Z~; Receive approval for improvement construction. ~-t
0~ ~ ~x. ~ ,r , ~ ORAINAGf DI v~~ ~ ~ ~ i LIMITS OF DIS _ A, ~ ~\y OPEN- ~W+eE / x i ~~SET E6T~_ ~ ~ ~ X _ - ~ ~ Begin storm drainage and other infrastructure construction. ~ < i
(SEE oETAiL sH ,r) - " / ~ ~ (TYP.) , _ ~ II .r- ~ - / i r / 'C~ ~ EPIC ~ l \ Complete site construction and stabilize site. j
~ 4 ~ ~ ~ ~ ~ - - ///j r~-~i - ~ ~FOl4 LOI- 36 - ra / . ~ ~ . - ,G ~ ~ ~ _ / ~ ~ \ ~ / ~ / , ~ / , v ~ v rt PAS NAL INSPECTION N E
i ~ ~ t ~ i ~ ~ A i ~ ~ / / ~ ~ ' - / ~ 'OPEN SPACE ~ ~ / Remove temporary erosion control devices and stabilize those loco5ons ~ ~ i. t Provide silt fey e ond.!or ather ~.ontrol devices, as may be Request pre-final inspection for 'punch list' items.
~ Q requ~irea ~:~nfrol soil eroson during utility construction. Request fnol insper,6on .`ram NGDENR mspe.h~r
~ ~ i ~n ~ / / _ i ~ - All disfw e ' ~rreas shod be cleaned, yroded and stabiLzed Site approved bond reieosed or NGDENR cernf;cate of occupancy hold removed. , ~ ~r r with grus,~~:,, mediotely after the uf~lr,y nstolabon .
(~U ~ ~ o ~ I i ~ ~ , ~ _ - ' - ~ FOR LOT ~8 ~ = ~ ,
~ ' i \ / 2- Addit;ort;~ c .r.~r devices may be required during construction, - I'
R14N D ~ ~ / ~ ~ 1~ ~ j ~ r ~ ~ (SEE ETAI EE) ~ ~ ~ ~ ~ ,~A\ : ~ 6 CON TRUCTIOrv' SE~UENCf r ~r;s~ ~c ,~ontrol erosion ar~~'or otfsite sedimenfatia~ A!: ternpcrrry . antral devices shall be removed once
1 / i~ l ~ ~ t ~ - / / ~ ~ 1 Char roadway ri hf a! ways. ;Uuc'-~-~ s completed and the site is stobiGted Y ~ ~
- ~ ~ /o ' ~ . 3 ~ , ~ ~ - ~o ~ 4 , 2. Clear ~ ruD acres (vr irstellotion of tem orar :ontra+ devices & 'em ono rove! r?Lonce i rhr aereage rt distarbe(t urea fnr this s~tF wd~ be '5.56 acres ~ 9 A y P ry9
a i~ ~ ~ . ~ r - . 1 ~ V 1 j ~ ~ ~ / 3 Construct temporary ~r~~troi aev~ces & temporary grcve~ entrance. ~ s(e ~eyuire an ~,n-site r'r volition ~ondr~l!
" ~ ~"J , 3 LF M ARC,/ ~ ~ ~ / ~ ~ ~ ~ ~ err.,,; ' or~ , , ion~ng Admnr,sfratrr 4, Clear dr grub remaining areas, commence with rough grading _
AINAGE ITC ~ ~ - ~ .~i Any gF:]d~ vdrd the t?en ~Jdea IimrtS ShUWC~ Jr! the plan' _
TAX # 5 09-- 001 SEE PET l T) ~ ~ , ~ ~ ~ - - _ 5 Begin utdr~y ~rnstrur!,r>r t ! rr Er r ~ n ,p . the ,tyfCpu ,y osinn tr~nLa ;Jrd~ imr.
3 ~ 8 ; ; ~ ! / ~AKEVIEW FARMS, iNC. ? ~ ~ - ~ . / - DB 532 P , 1 . ~ _ S, ~ RM IN < ~ ,r, ~ nine ~ 6. After utliity uonstruction is complete, begin final grading Tor roadway construction- ~ ~ G 3? 6 (r
- i ; ~ ma'r' ~ / ONED R-R ~?-R 7 Al! sediment dr erosion control measures are to remain in puce -Until r~nai stobi5zohon ^ ~7di~'q ~ 'ha^ one acre without an approved Erosion
r.n ~ ~l ' ~ ~ , ~-5ga l r _ . v ~ ~ ~ ' pr(ro! 'ran ~ a violation of the City/County, 5tote Erosion Cariroi ~ ~r. ~~rdr,once :!^d s subject tr> e fine-
' ~ 1 ~ ~ / ~ _ s~ ~ ~ / DIME T !fR ~ V ~ ` f~~` ' x ~ All sediment contra! measures shalt be inspected of least once every seven calendar lays and -
i % SEE 0 All EET}~ ~ after any storm event ;if greater than 05 inches at precipitation du=~ng any 24 hov ?e!od 7. _ta deaf ~ roe 5e f +orm ;i- ervsran e ntroi 'er~~wror; ! b s ~ S 0 J Ail sediment (ectwes shoo be maintained until (inai stobilizatioc hrr, beery obtained- seedmq e_essor to aehieve eroson :~oaboi err e dt~n,,ded ~
i ~ ,3 ~ / Y 9
y ~ f ~ ~ ' 7 ~ ~ - _ CREEK AREA J' d , - .1 _ - 0.22 ACRES TOTAL ~ Stabilization measures shod be initiated as soon as proctirab'e ~ uort~ens of the site whe~r .~~ns "rrially when spe~if~cofiy required r~, parr of the ~ CunStraCtlan OCtwitles have ieO}i~pranly 0! pernlanent(y Ceased, ~ n.G i"a5P morB :,'7Ci!r ~4 QayS .•S''ui'`~ SE;JuBn~f S~'Own On ih8 plan. QII grr ~r s`Or HS
I ~ . 0.17 AC. OUTSipE PROPERTY i 0. A.IN 05 C SIDE PROPERTY after the construction ar.trvity in that portion c! the site has to^~l>orardy ar permane rersed ,st `e ..>~E-feu and r,:~r't;lied within 3L~ days of :ample!-v~~ n'
~ / _ i.'n18SS OCttVlty ~n thrlt pOrtiOn tfie Sife W~li reSU!11e W thiG d0y5 ~ '~i1;n,~. 'F^'JiOiriy areUS ~Jre be geeaed and ~r _rirh~;+ NatUrl E <
i - - 1- r~, ~ \ i i ( ~ 1_
8 ; - AX # 5 109 _ ~.4 ~ LAKEVIEW FARM, "vC. .'NATURE RNLI PURPOSE F >i i':r~or~r; .res to ~~ontrol erosiar, trod sedimer' u)r hie NUJ rr',. y ~N~ reseo'ar ve of the Criv ~'ount~ Fn needs.
ORARY ; ' - D8 259 PG 4.~~ ~ / This pro~ecf to be used fir a residenticf develop,nent. ~ " ~ ~ y q' ? h nc ,r;r• ileta7rfrr~Prt ','or NGDENR ?he site ~s ~r, ~Je ±,sed a suhdw!s~on with se~~. ~ ~ ; _ ?
`1 . ~ GE DI _ - ~ - ~ ~ ZONE[): R - R 20 ~ (,SEE D T ET} tanks and we'~ wate° ` ~ .4 cr~?rtrcfor ~ be ,oleiy respons~pie fc:r iocatror 3~ p~rater6~;r, ~
J ~ I ~ /,i o' Pxisb; q ^`1~~e and below ground utilities and stnuetures. Any '~J"1
~ ~ ~ / / / t L bF 6R'' J / ~ ~ ~F~ 21up ~ ~ GENERAL NCII~S; my c. - ~u~~, c,r individual services presentry in service which are
r / i LIN p T1i i ~ 0 'S~ yf,N`T E darnaga± 1,,<.cv ~ansfr~iction shall be repaired ~mmeda~ety of oo ? AREA WITHIPI L,MiiC pF GISIURBANCF SHAM 9E t ~FARFD, ~Ri58ETi, AND SiRIPUED vF AN`' v'EGF?4rON ~Nir ~C)0 B.~i>Uim ~ ~ ~ P ~~a+;p„,~ t ,.,.r tG +he ~ti6ty owner Any and pl+ marnc ter - ! 1 ~f
/ ~ WETIJU~IDS AR~1l E' LINE~t ERM ~ ~ ~ ~Til~1~:~ EST)-~ ~ 0.31 A i 2 THE FILL MAATER~AL f-OR rHE CUBGI'viS~C,N ~hAL'~ HE FRtE OF >luO!5 JR ~l'}IEk N~`~~;~~ v~„EiA;GN A~5 WF~L r,.~i~.~ ~f .~.~s no; presently ;n service and wh~cr ore to be ~ :Y ~ I ~ ~ ~a
DR fN bIT ' (~PD4 ~ / ~ (S Ei ETAS., EEC ' _ ~ ~ TY AS OVERSIZED `iTGNE5, ROI,KS, ORGANf ~a;ER?AL Oi? OTE+kF'ifl,7E.CilONABLE MA`rutA~ ;~iE `,~HC~~w.~JN ;~,At: app-'er1 v.~ ;the .wise of °onSfruction may be r ~Wwed aria ~ O i r c ? n t " ~ ~ C7' ~ BE COMRAG~~C BY TRAVER„dNG WITH EOU,tMEN rYti.E E3Ei^J: -d~NST~t„Ciev SP,~1~b s '~h .,.C NOc csE r.t<<:+y ,l.,r~ Y~ o. ~f damoyed durrry oor?,tru^tioa ' T i i t
L.- ~ ,v CONSTRt,C FD ''HROUGH FILL SECTIONS ` ' ~ , ~
~ i LEGEND ~ - ~ ~ _ - l ~ TEMPQRARY INi_E1 PROTEC~I~ON i I ~ <.Lz 3. SEDIMEN' ;IIAIi BE kEMUVEO ANC i~it TRAP W!iL BE R[`i ~4tD T~ ~1Ri;'hJA~ .-MME^iSl1~~ WN".!: SCL11Mf"+' ~'N ,-ors ArF As'o~!owS:
Sri / ~ G POINT CN LINE / ACCUMI!tA !i 7NE-HALF THEvE.S~liN DE~"~! yr ''it TRAr RE~1~ ur ~ SEDiMt'v ~+AL' Ear ~Ef'r~ r'; 'N __,'.,yii ,~;sfC~• ~ r ~~;f., ay(ie C ,o~~ AREA iN S r~ !BANNER THAI iT P1!l: Nn? ERODE ~.is` ~ x ; 'ay i 'um GoDl, f pe C; Sol! ~ r+! ~ r} t}
cii ~ 1 / ;i NEW iRON 5 B" Rebar~ n, ~ TD-~? ~FMP,~RAR ui~ERS~(~N DIKE _ 4 THE TRAP ~~ALL t3f :NSPFI 1 A•~LR EAtti RAW ANt) ~`?Fr iR!=~ MAG~F r•~. NE.;E~:»A>~+- ,,~,Y~• "Qv .oam-GaAC, `ype SoJ r c
' i / o~D ~r?oN ~1~'.e~ r c~i u - r ,i r;., .Oa(n -MaE, Tr0? ~ iail_ !i - 5 CONSTRUt., OPERATION ~nALL t3E ;ARRIF:D UUi .N .,~,G. A hiANnrER itiA, EN~ ~ r~v rdvC rY~ _R:~„ ~~h.)N M,N~tititn
~ / t}- FIDE FIroRANT pD._.~. FERMANE~vT DIVERSION Kt u~foir~Bets Urf~~iA' 'ypE B Soil, u~ ~ n 6 At.t CJT ~~'v FIT.`. SUJpES SHAD- BE . ' `.?R rIA'~ER Ma~-s~r~ ;gin ~oarr Ma~)~, ~vpe B Sod. <I
ro ~ • NEW CaICH BASIN . r ~ i iS (1 i Ys F i~ ~ c u ,T~ y~ r r ~ , r vr,e.t, iin frd ''ates De ir7rtme+t :r A rr. ~",;rr' r ~ ? ~ i Ci Z I. ~E.DIAtEN~ BASH .N USE 3_ JA ON IONGEf7, EMBANKIB_N ~HOtiLC B'r ~rtDFi. J. G +.EFW ,t f RJE Er~i ~-Nti_'i'Ci~ ~ ~ F ~ _9 ,~j ; . I i i
r~ ~ ExISrING carcH Bas~N X S!I_J FENCE 8 STORAGE AREA SHOWN AS RCCTANGOt,AR FpR ~LiU$TRA;{af PURFOSt 5 ONES, NL 41Ar BE (1N 7Rl 'El- !N Ala° ANA
PROVIDED «Hf MINiAIUM ST(1kAGf vOI ~OIsIRFMFNi I'i 6Afl ?Hl- HAC1N :H.7. A?~:G a4 ,.R#R F u`H 'H41 ~~ii IU El ~~°'i _ ~:'tiS than' I~J linear feet Gf C~BeM d5t„~bUt~ce
FLARED END SECTION FILTER ANU THE MAIN FLOW OF WATER AND SEDIMEN' ARE ~)N OPPOSITE END; ON 14I 'CONGER BASIN DIMENSIONS
a n JUNCTION aox X DOjBi_. SILT FENCt. n dPr)r .s'unCP- d y REQ:jfRf 6At E ~ 300 E~It; ;Jr ! { PRAGL VOC MF PER t ENJr i)EC, Nl kt ~7k SC.~MMf N;,f i'~ I ,RA-i „ ' P,ov4ed Py 8!4 - 7w •M1,:-BHP. ~~T~ ~~¢•.?x
IEEE OF _i~)kA,E ".P ACRE ;)F DRAINAGE. AREA. r
r, TEMPORARY CHECK DAM D WHENEvER 0c'1GR.APHy AL OWS, THt I' BASIN ENCI W SHOUtL BE WIC[ '1E `3A N W.)'r . T,t; a ,W ,2~;' `>E "_NC !A" e ~Crs e servF !s ~Pmpa ..y st~a ,ilr 7;~C'a%s c vn SHOULD 9E f?RUVIDEO IN 'HF BASIN WNFRF 'HE '_ENGTN 5 ,~SS THA". `WILE iN; V U'I< f
T . LEANOU1 ,.tK E S SHALL RE AC ! 'N A ; SEi, DIMEN` 5AC N, A '-i c, yp r ~ ~ i ASI KF' A 6 N r, _ - t „i - t_ E ~.w s .Nt 4
4 - IEMPORARY SEDIMENT BASIN SHOWING 714E HA, I ' Ut L, C(EANOt T POINT, OF THE BASIN
SAf E Y !EN 7 (o s )bc-,;I a -rr p a''i ;~^r F' r Il r`e,6 40 i:INb HIGH `iHOu, c HE PLACED AROUND ALL SEDiMEN1 BASIN': ,~-,,?ra ;ne jcrP c .y
rt 2 L_ 3. GRADING AND INSTALLATION OF ALL S[DIMENI TRANS SHOOLD BE WITHIN WOAD Ri(A1f 01- WAY Mii NCrtR O'SIfILE ditch i,rinIp he SEDIMENT TRAPS GOING OU',IDE OF ThE RiGHi-Of =WAv WLi- NCT CRU_~S tHE L~' SE?N4GK NET, y' 9
r

- _ i
f; ` i ~ ~ ~ - ~
, - ~ ~p~ vl - , _ ~ 0 0 e- o --1 t
~ \ p o ~ o o C'
' G i - ~ _ p ~ ~ ~ o ~ ~ c, o ~ I ~ ~
0 ~ ' ~ ~Q- e- ~ ~ c~ 1
G ~ ~ ~ _ _ _ _ - .~O a ~
~ Q- ~ - . C~ ~ 1 ~ ~
V i ~ ; ~ ~ ~
~ ~ ~ I ~ i / ~ G~ i ~ - y~ ~ ~
- r~~ o CD JJ 1 r i i ~ ~ ~y
o ~ ~ o - ~ i':~; ~ ~ , ~ ~ I ~ "~s .
TEWIP ARY 0 -
SEDIi~IEN ~ _ - ~ ~ ~ ~ ! ~ \ ~ 1 ~~t_
ASiN ~ ~ i , / ~ r
_ _ ~ i A
z ~ 1 ~ / ~~un~
- 1 ~ l ~
,r _ l ~ ' - i
% - - ~ ~ - ~ j I, j t
i ~ ~ ~ ~ ~ ~ ~ ( i I 1 1 # l ~ i,'.
I - 9'~ 7 _ ~ i ~ I ~ 1 l \ ~ - ii ~ ~ I ~ ~ ~ I1 i
- - - i ~ i
~ - ~ ~ l J ~ ~ ~ ~ ~
, ~ ~ - ~ _ ~ ~ ~ x~ 1! ~ I
r, ~ ~ ~ ~ ~ ' ~ ~ , ~ ~ i ~ \ _ i
. _ ~ ~"-7~,, ~ ~ I I / V ~ I, ~ ~i ~ ~ ~ ~ ~ ~ s I
- • ' ~ I l X- Y ; / r~ ' c,~ i
- - ~ ~ , I i ,
~ ~ ~ O ~ i/ ~ X i ~ ~ X ~ u ~ i ~ ~ ~ ~ I, '.I i i I ~ I
- ~ i -\T Y, i ~ ~ ~ ~ ~ k 1 . - , i ~ i I ~ i _ '
~ ,r ~ ~ ~ ~
j i ~ ~
~ ~ i ; ~ ~
~ ~ J ~J ~ ~ ~ A` I ~ ~ - / ~ .Y f'
~ - , ~ ' _ i ~ ~ ~ ~t t. _ ~ 1.
~ ~ ~ i ~ ~ i - _ r , ii
I
/ ~ ~ / ~ ~ - ~ i I ~ i , i ~ ~ ' I ~ , l -
~ ~ , ~ % \ , ~ ,
r , 11 , ~ i - !,I
~t_..__~-' ~ % i A~. ~ i ~i i I ~ ~
~ ~-JJ ~ ( ~ ~ / _ f i I ~ , - 'j I i ~
- - - ~ ~ ~ ~ ~ i / ~
~ ~ li
~ ~ - _ _ ~ ~ ~J / ~ 1 - i' ! j i ~ - - ~ ~ ~
/ ~ ~I i ~ ~
X r - ~ ~ k ' ~ i _
~ ~ ~ i ~ ~ / ~i _ i ~ ~ / ~ ~ ~ ~ ~ I r i
~ ~ ~ ~ ~ , / - ~ ~ '~l ,I, ~ ~ I r / ! / i r' i~',~ ~
. , ~ ~ ~ I f i / ~ ~ ~ r..I ~ ~ ~ 1
~ , ~ - / / . ~ ~ Q I ~I i ' . ~ i
U)~~~ j ! ~ i ~ 1
.i ~ 40 80 4~ 0 40 80
_ ~ ~ ~ i ~ c ;
~t;a.LE:~ 1'~ 40~ SCALE: = 40'
~ - J 1
~ ~ % \ \ 1 Il / F"~ `
_ - ~0' - _ _ _ 0~ , ~ o
~ ~ ~1 -G ~ i I~ ~ fJ i,
~ ~I " r r
~ G 'I I o ~ ~ ~ j ~ ~ ~ ~ ~~V _ ,
~ /
_ ra A C^~~ ~ 1~ ~ ~ i L ~ .
~ ~A X ~ , ~ ~ . ~ _ f f I y I ~
~ ~ ~ / - ~ ~ ai - ~ ~ ~ ~ ~
i, ~,I , ~ ~
_ ~ Q
I _ _ ~
h ,i ~ _ - ~ \ ~ , ~i ~ A 1
R., ~ _ A~ _ X , ~ ~ ~ ~ i ~ t
~ 1 ~ _ ( ~ ~ _ ~ ~ ~ 1 - ~ ~ - I ~ , . ' ~
, ~k ~ ~ = OF A K LEV:- 5 l ~ ~ ~ ~ 1~K LEV.- 57 - - % ~ ~ ,
~ BOTTOM F ELE . p~ ELE - 73.34 ' 1`0P OF BANK ELfzV:= 84.60 ' ' ~ ~ '
~ I A ~ / ~ 1 - _ v i ~ ~ 84TT0M Of B K ELEV. `58 45 ~ ~ J ~ r Ali
i I I ~ ~ ~ A., ~ _ ~ ;l'~. i ~ ~ ~ ~ /
- ~ 1 \ t r - ~ ~ V' t _ ~ ~ t,.~ l~ , ~ ~ d , i w ~ i .
, t i y ~ ~ _ ~ ~ ~ /l/~ /j -
A i / ~ v ~ a i i ~ ~ , 3~~,t~; ETAI~IING WALL %i , ,
~ 1 i . . ~ ~ ~x~, ~ ~ ; ; ~ ~ DE~IG E`~~~$Y OTHERS
~ ~ / ~ ~ . ~ ~ ~ _ A . ~ - ~ ~ - TOP ~ F ~ANK ELEV. .
o ~ ~ r _ ~ ~ ~ % ~ r, i ~ i/ ~ TT OF BAf~( L ~58~.69
- 1 ~ 1 t. - ~ - ~ V ~ 1 ~ ~ , ~ 50 LF GI~ARORAIL W
- T f BANK ELEV.= 575 9 _ _ . OP 0 - ~ TO ~ ~ ~r~ i- ~ ~ ~~4'-0" PARABOLIC OFFSET ~ - ~ APPROACH AND M.E.L. T.
- - BOTT~ OF BANE( ELEV.=; 1.52 ' ~ , BOl ~ - r ~ ; TO OF BANK ELEV.- 876.7 ~ BOT ~pM OF BANK ELEV,- 3.27 ~ , n SYSTEM EA~;H END PER F
~ ~ _ ~ _ ---t-. ~ ~ ,j ~ N T 'TA DARE DRAWING ~ coos M
~ ~ ~ i, i %I 31 LF OF RETAINING WALL ~ ~ - ~ ~ ~ x ; ~ 862,02
_ ~ t ~ ~ ~k Y T IGN~D U,N 0 BE DES ES 1 ~ ~ ) I i ~ w ~ ~ 47 LF OF RETAINING ALL
+ - r ` i ~i ~ ~ ~ ~ TO BE DESIGNE.p pY OTHERS
f , _ i ~ ~ t ~ ~ t ~ i ti ~ ~ ~ V '
-:J f f ~ ~ ~ ~ r j ~ ~----TOP OF BANK EI~V.= 583.27 ' ~ ~ _
TOP BANK 75.73 - - - _ ~ W. = 571.26 ~'i A BOT OM OF SANK' ELEV.- 58232 r. ~ ~ ~ ~ ~ . ~
i BOTTOM Of-_BA 28 LF OF ~ ~ ~ ~ ~ " 1° TOP BANK ELEV.= 58.63 _
~ ~ RETAINING WALL ~ " r~ ~ - ~ 80TT M OF BANK ELEV.= 583.63
~ TO BE DESIGNED, _ 1 . ~ , i+~ ~ J ,i- ~ ~ ~ Z ~ ~U ~ . k~ ~
..-BY OTHE S yy,..- ~ ~ r~ r~ ~ ~ >
_ , ~ ~ ~ ~ ..k' I ~i ~ ~ ~ u, 1 t ~r' ~ ~ - ~ ~ ~ r !
~ ~ ;-j', I ~ / ~ i, ~ ' ~ x ~ ~ ~ ~ " ~ ~ s X` ~ , L , ~ ~ ~ ~ - ~ _ -
u ~ ~ ~ ~ A I i ~ ~ v .
; . _ _ ~ , _ - ~ ~ ~ ti, i
~~1 ,1 1 ~ _ . ~1 ~r
QJ ~ r, _ ~ ~ ~ ~ 1 ~ /
~ _ ~ ~ r' ~ s ~~X, ~ _ ~ _
i ~ ~ ~ - k- ~ , I 0 , . I L. z ' ~ , ~ , ~ ~ ~ _ _ - _ _ ~ ~ .Y _L r~ A ~ y. ~ - i_
t" ~ { _
I ~ _ y y
, Al 41
0 , 1
0 i L Kj ai -
40 0 40 80 NOTE: 75' MAXIMUM ALLOWABLE 40 40 0 8o NOTE: 75 MAXIMUM ALLOWABLE
CREEK DISTURBANCE FOR THIS _ CREEK DISTURBANCE FOR THIS SCALE: CROSSING 4 C,
SCALE: 1" = 40' CROSSING 3
-

- _ - - - - - -
~ -
664 _-.___--t.
I ' - _ ~ , I
.
660 -------y--- - - - - - - ~ • /
~ ~ r ~ , ' ~ i ~ . ~ ~ J~
CJ s~1-..w~ L
i w :W ~ f
656 - I~

1 I I i a I ~ _ i ~ -
_ _ _ i ~ mi
I i I I II~~ ~ ___t__ i ~ _
fi t
648 VI STA = 0+96.12 i
- _ ----r-- - -i -t
-f~~6-.gy_ - - - i I I I i,
A.D. - 4.75 - _ _ 644 f-_ _ K _ _ t-
i - - I i - ~I ~ I
- - ----1- - 120.o vc fi - -i---.- - ---1- I ~ i ~ - ~ ; ~ I ~ ~ I ~ ~ i
i i ~ - . - ~ I 1 _ - _ _ _ - _ _ - . _ _ _ - I - _ - _ t ~ i
640 _ - _ _ _ _ ~ ~ 1 I r~~ ~ ~ ~
~ ~ N - f i ~ ~ i ~ I I
H ~ ~ ij 'I I ~ 'I I
Z N i - - a 0 ~ I i W i - - _ ' _ ~ ~ - ~ I I ~ ~ I
Q ~ i IJ ~ ~ ~ I _ _ __-t
-1J.. _ - - C9 ~ . ~ Z ~ C) ) ~ ~ U --I ~ ~ -l _ _ _ -Y-- - r-- --f-- ~ t- i I ~ i ~ ~ ~ ~ ~ i ~ w ~ i
~ ~ i t I j ~ ~ I m V - 1 ~ ~ - ~ ~ , ~ _ .
0 06 2 ~ _ _ _ ~N ! ~ o -I- -t-------- t_ i~~ I i ' - ~ ~ I
o~ ~ ~ I ' - fi I o ~ ~ rt ~ I ~ _ ~ _ ~ -
o ~ - - _ ~ - ~ _ ~ m t I ~ ~ {
o Q628 _ _ - - ' - - - _ _--t-- - _ i ~ , ~ ~ i ~ ~ Pv. ~ Ev - 60 .50 ~ I
~ I w I ? Q i ~ ~ ~ ; ~ _l_ - - - - ~ ~ i - I, i I
r- ~ - _ - Vl U -t - - - - _ _ _ + _ _ i I I m Uf I I i ~ ~ = 47.24 i ~ ~ ~ i
I ~ !i ~ i PVI T = .,4+65 624 ~ ~ _ _ t - - - ;I 1 -t- _ - - t ~ i _ _ - - - _ t _ _ - 1--- ---r
f t ~
i ; ~ PVI E EV = 601.6 i I - - ~ , i I 1 + i i ~ I I
~ 18 RCP ~ - - i K = 30.37 i ~ ; ~ ~ ~ f I ' I I ~ - - - - ~ ; ; ~ } _ _ _ - w 4
_ 620 _ _ _ _ - - - i
SLOPE TO FOLLOW ' ~ ' 1 0.00' VC ' ~ i _ <A - ~ - _ - ~ • . - - ---r- _ f- -t---- I i I ~ a ~ ~ ~I ~ ~ !
_ T-. _ ~ - r---- - ~ ~ ~ ~ > I ( i ~ it ~ ~ i
~ ~ I ji 616 V---- - - - _ - ~ _ _ - _ _ _ ~ ~ _ - _ - i - I
II \ ~ ~ N N u~ i I > i I i ~I ~ _ - ! i ~ -._..t_ _ - + _ I _ - ~ i
r-------- _ . - - - - - - (n 1 , I I i - - - _ ---t- _ ~ Lil ~ ~ i ~ ~ ~
I _ 1 } O \ d. [0 ~ i _ ~0 POINT E EV ~~Ht 88 ~ i i _ _
612 _ . _ _ _ - _ _ _ ! i to w LO POINT S = 11 +8 .07 ~ ' ~ ~ ~ I, I ~ I ~ ~ ;
; ; ~ U U lD I ~ i . -
~ CD to ~ O i ~ i I ~ I ~ ' ' pv~ E~Ev' = 580.00 ~ ~ ~ ' ~ ~ i , I
608 _ - _ _ _ _ - ~ - - - - - - , i u~ ~ I , I ~
~ I I, ~ j i l i , = 5.79 ' ' ~
w , --__1 - _ - - - - -r ~ TiS----r------ -i- _ - ---------t---- -t-----~- I _ _ ~ j I , > i
i > > PVI STA = 9+ 7.56 W W - - - 9+ 1.56 I _ _ _ _ 350. .'C + - _ - - t_ f - ---1- -.a _ _ -J- - - - - - -
604
~ .D. = 2.1 _ ~ K = 46.1 _ ~ _ _ _ 2.1 _ _ _ . - _ } I ~ ~ N ~ I,
~ I i 46.1 I I ~ ~ ~ ~ ~ ~ I ~ i i
600 - - i _ _ _ _ - _ _ _ _ - 10 .00 V t ~
i I - 0 I )0' V ~ I ~n I I ~ _ _ _ - t - _
~ { - ~ ~ _ - - -t- ~ ~ ~ Ul w ~ I I /
i , I I ~ > > - - ~ - ' -f'
596 _ _ - - , _ t_. . _ _ t , fi 18 RCP i ~ ' 6• ~ i I
~ ~ ~ ~ T 4+ I ~ - N ~ ~ - ~ EL V.-597.66 - _ ~`~46 ~ ~ ~ ! ,
_ j ~ 9, N ~ ~ ~ ~ _ _ i i r i ~ _ 1 N M U ~ - - ~ 1 I ! ~ ~1
592 _ _ J _ t . - _ _ - _ 1 _ _ - - - - . a ~ ~ ~ ~ ~ ! ~ ~ i o ; O ~ ~ ~ ~ I ~ ~ ~ ~ i :J ~ ~ ~ i ~ ~
j ~ ~ ~ > ~ , i ~ ~ ~ i ~ - - -
- - - _ _ - 1 . _ ~ _ _ t - _ . - i ~ ~ ~ ~ ~ ~
c; + ~ ~ ~ i c; ~ - - - - - - _ _ , - - _ _ - 1-- - w ~ ~ ~ Y
588;--- _ ~ ~ _ - - - _ _ - - + _ - - - -t _ _ . _ - - - - w ~ ~ m ~
t i I ( ~ 24 RC _ _ 4 ~I {
STA. 7+ 8.00 i ~ i i i --ELEV.-5 7.80__.., i ~ i I i
_---___-_t_ _ 584 r t.__ _ . -i - _ t.__ . _ _ f . _ _ - - - _ } ~ j i i
~ , i ~ I I ~ 1 ~ , i i ~ .t - ..r._ Ij" J i - . _ I ~ -
~ i ~ ~ ~ i ~'`-+36 RCP _
; . , _ t _ +
X80 r-- _ _ - ~ t r 1 , " i
t- _ _ _ _ _ t._ _ _ i__._ ~ _ f._ _._-t _ t-- i- _ _ _ _ _ - - _ } f - _ ~ 4" CP 1 II
i ~ ~ I it 2 1 _ _ F _ 1Qt4~x4-4' _ _ _ _ ~ _ ~ - _ t _ _ ~ _ _ I
i ~ _ ~ ~ ~ ! ~ r- ELE ~ 578.90 18" R P ; i ~I ~ i -
1 ~ I ~ ~ ~ ~ ~ ~i ~ i I ~ _ - - - + _ _ _ l - _ _ - - -t - _ ~ _ _ _ 4 _ ~ _ I
I i ~ i ELEV. 576.93 '
- t - - + - ii } ~ + , _ _ _ _ J-__. ~ _ - , _ . _ - _
I ~ ~ t 1 ~ ~ ~ ~ ~ I i i I ~ I ~ 3 "RCP ' i \ ~ t_ ~ _l~fIl Z ~ _ t _ _ ; ` _ _ _ . _J
T E V.=572,4
i i j , _ _ _ _ _ _ _ ~ _ - t t. t t~ t ~ 1
568 _ . _ . ~ _ _ _ _ _ _f _ _ i i f
i i ~ ~ i ~ I ( ' I-- _ ' _ _ ~ _ _ _ I_ _ - - . t _ ~ - _ f- F i
t ~ ~ ~ i ~ ~ ~ v" f ~ I i t
.~b4 ~ fi I _ - ~ ~ , ~ ,i- ~
i i i I ~
_ _ i I ~ ~ ~ ~ ~ E ~ ~ ~ ~ V ! ~ I
~ , ~ i i I i ~ ~ G DATUM ELE' ~ - _ . i ~ i ~ ~ I j i ~ ~J d t - ~ ' ' ' _ _ j__ } - _ ~ ~ ~ y ~ 1, - . _ _ _ a _ _ - _ ~ _ _ f _ - t } ~ rv i ~ ~ tD ~ ~ -
560.00 i i r ~i i ~ L~ ~ j Di ~ ~ ' j U7
~ , ~ , ~ N~IN V~~I~ ~ ~ air c~f~n wpm ~ ~ ~ N v a ~ r ~ ~ ~ ~ o ~ ~ rn v rn h ~n ~ i !a; o'er ;~,o ~;~T, ~tiM; v ~;~r a„~ ~ ~ f o ~I .n ~ r~ r~ i1~ C~ rnlC~ 7~~0 P~~~lifi ~li~ an_ r ; 7 K ~ai~~-- ~ ~ r I U r~ 41 C~ ~ hi0 ~ (3~ ~Ui!'~i ,_~r~ ~t?o:~ ~°v,CJi "~~~,~ti) ~T~j~C) ..ti~~t S 1 l~-, t~
0~ N ~ ~••f rt~E~' ~ I~ N tD ~ r O ~ ~ ~ V7 N 0~ O r~ d} - 00 0~ d h N ~ t~ N i i) ~ l ~ CG 'J ~ M ~ - I (3? h~ i CL; r`l ~ Q) ~ I Qi I,r} "7!U"} O N1 01 N N O 00 Ql (D lD ~ N J ~I '~f) ~ ~ i ~ u N Nj r~i N; (V N ~(V ~ t~~ Mi~*j J'~t d ~'LT, ~ ~ C`a CO . ( ~ ~ ~ r a j , ~ ~ is ~ ~x~~;r~, T n; ~
N N N N (`1 N (V ' - ' ~ - - I C7 :.i I 'J O ~ s CA Dl ~ 0~ I !T ~ 61 00 Q1 ~ 01 ~ 00 00 00 00 00 00 00 v i I ~ C.O IQ,IC.> ~ ~ ~i~ 'il~~: (.Cl'CL~ [Q~tG tL`~CL' CD~t.~ ~~(P U) LL1 lf~ In Ln U, ln~,C? In l1~ In ~ In In In In to In L(~1 In Ln In 00 00 ~I~ (~;U ~nj~^ ;l,lj lj~h , ,u, r~~~. is i11u' -1~ ~i ~Di
I ~ ~ ~ ~ ~ I ; i ~ { ~ ~ ~ 1 2 _ 1..____..._._. i ._-L ~ 1_- - _i- _ ~ i ~ LLi
CL ._.L_ _t. ..i _L..-.---- .1...-__ _.L.._ - ?1 ~ }iii; ~t:.l'; Qt„!l i` (rl )i' ~ z ~ d
o 'i 1~~~1) '+1~ 4+Gi 5+00 6-00 7+00 8+00 9+OG 10+OG <jF Itlil.i 'j
n a U)'C~'CJ'iL;~-~ U I.
3
n _
~ m m,NQi
"T ~t C " m 0) N'
WING POINT DRI )RIVE I ~7,- 0 a
_.__J ran _
r. ~ Y i ~ uI; U~k
_ ~E_ SCAt E '

IGH POINT ELEV = 6 5.91 _ i--A.-.---- ,
Hf H POINT TA = 22 76.16 - - - - - 664 LOW POINT EL V = 639..
.<p•
PVI ELE = 651.9 ~ ; P I STA = 4+93.84 'rr ~
- - 660 ~ a- - - ~
K .02 VI ELEV 639.16 - ~ r~ - .ti.
o. :d . 0 ° t~ ,
I _ rt------- p 656 ~nii
- 100.00 VC I ~
- - Z ~
ao ~ ; a ~ m j r ~ ~ !
- ~ a}-i- _ - 652 r a~ I ~ zw ii ~ i i ~
_ i ~~i- ~ ~ I
- _ ~ i; ~ i w d~ w I j i
~ 1 648 i i _ I
I i ~
v } ' + cD i ~ N +
i I I U N 0~ ~ ' 1
_ - I - - a - - ~ ~ 644 QQ I ~
i ~ •4 v it i ~
I u I ~ I
- - - - I 64C I '
U ~ ~ ~ ~
~ ~ ~ ~
i i
636 - - - I ; ~ ~ l
I i ~ j_-_
t , f ~L:
18~RCP 632 ~~r ! _ ' _ - ~ a i ~ t ~ ~ ~
~ ST . 25+13.0 _t_ ~ ELE .=634.91 ~i ~ I i
- - ~
w 18" RC ~ if
I - - - ; 628 ~ ~ STA. 2 +55.06 i I
ELEV.= 35.0 ~ i _
E 'I , i a ~
- - 624 ~ ~
o ~ ' ~ ~ i j
o a o - _ . _ - li ~ I ~ ~ I
~ z i i
~ - - - - -t-- - - ~ 6 ~ i r ii ~
- t-- _ i ~ i ~ ~f ~ ~
-j-___._. _ _ ~ , §I o ~ ~ i
~i t- - - ' 616 , f,
~ N ~ ~ ~ I ~ i
_ _ + O - - QiI I I, 1 F- i ~ ~ ~ I ' i
i I o + I'~ ~ I i i 1+_ + ...t t_._. - + - - - - 61
a d I Q ' ~ 1 I i - o I I ~ f I~
~ N i ~ M I ~ i
1 P ._.._---r_____.____ i ~ ~I r_____... J____--- 608
STA. 18+00.00 i 1
=610.11 _ - t ~
i 604
i - _ _------t.
I is
+ 600
~ c i
fi . _ i ~ I
j I I - - . _t _ - - _ 1 596
i ~ i ~ ~
- - - - - f _ _ _ - - - _ --T a
~
i ~ ' ~ ~~i
~i lL.
_ . - _ _ _ _ - _ } ! 588 t t , ~
i i~
~ ~ ~
- - - _ -F ' 784 ~ 1 ~ L r I I
i II t- - _.t-..
~ i, I~ . a
i ~ - _ . - -t- _ t _ 580 i ~
•8 .13
i I r --t _ ~ 5'6
l
I ; i
I - _ _ _.---t___. _ -i-- -
j i Ii j
- _ - L
~ I ~ ~ I
- I _ _ } - 568 , f i,; l I
I ~ I ~ ~ t_1
~ i j ~-i_ I I i ~ ~ i Ii
1 ~ I ~ i - - _ _ _ 56~ t t~
i i-r ~ ~n
_ _ _ _ _ _ _ _ I _ - _ - - - - t } _ { CO I I Ili ~ i i W
I ! f I ~ ~ v ' ~ ~ .r ' ~ O
- _ _ t ~ i ~ I c_~ ~ ~ a I ~ ~ i a. I! ~ ~ 2
~ ~ I cp ~ 'T~~ N'~- v Ih ~ N U1 rn ~ v ~ cD cD ~ ~ ~ N ~ ~ _ i ~ ' r~ I ~ I ~ ;c, N N COO d ~ izy. "1 r~ i - d
~r .-.cv a; rn o~ ~ vcv rn ? I LY_ N ~ ~ tf) U I`) .r71~ r~~ D~ ~i u^^,
- rv ~w ~I~ ~ ~n~ ~~r ~ ~ ~ ~ ~ tD ~ ~D d Ct7~~t J)~ ~t: I i w CO CD CO (O CD~~D C0~[G ~~!~S1 «it ` ~J I C~ v
~ ~ ~ ~ nnJ ' t.iY - ~ i LL I ~ ~ _ ~ I- ~ ~ C;
_ i.._____._.__ ~ . .1 _ i_.._____.__.__.-~ ~ _ _-l_.__._ i _-_i__._ ! _...._i. _ . i. L - ~ L_. ~ ~ L1.; ~ I ~ 'Qj ILC - O n ~ 1 . i ~<i ~I (1_ i 7 C~ ~ ~
~ ~ +~0 20+aa ~~+~o ~2+00 2~+00 ~ ~0 9 Ci~iC~IC]~U'-~I U
3 _
U Ul
Ql L L_ ~ rn rn aP
6 , , rv
L WING POINT DRIVE
v `~~rU. t : = f) Lam--•~ W ; tr : ~o _i 7
Q 0
J U
~I.

- ~ e,~- _
``~~,uu~~u~~~~n,~
~ t~~> `~i, ~ p~
~ ~ > . - Q :cn ,r _
:U:w r_
4:: ' r~ ' ~ .
c~
i~~l nniU
I I !i (T) I 'i ; r
I } }
I I ~
I
IlI~E ~ I
i i ~ i ! ii i i
HIGH POINT ELEV = 640,52 i I
HIGH POINT $TA = 3+84,59 i i i
LOW POINT ELEV = 634.93 PV! STA = 3+81.34 PVI STA = 6+25 LOW POINT STA = 0+89.17 PVI ELEV = 642.50 II ~ , I~ i II
PVt STA = ?~11 66 PVl ELEV = 635.00 A.D. _ -6.32 ~ I ~ ~ ' f ~ ' I i i I
PV! i_LEV = 633.76 K = 39.57 A.D. _ -5.42 i ~ '
U, = 5.24 ~ ~ K = 36.88 li I , ~ I
- - - -r-- ~ 200.00' VC - - - - - I ~ i I --T-------- _ - _ 1 7-------T-- - T i I I I - _ - - I ~ ( ~ ! ~ I
i ~ I 6 48 _ ~6 - _ _ - - _ f _ _ - _ _ . - - I ~ i - ' i ~ I ~ I ~ - - _ - . - - t - - - 648 7 ; i
' ~ I ~ I i ~I ~ ~ ; ,
II ~ ~ ~I - - - _ _ _ - _ ~ , I
~ . ~ ~ I ~ Ll~ ~ I I I ~ i I~ ~
_.-T-- w 644 ~ _ ~ w + ~ ~ U - ~ _ ' - ---t _ - - _ - } - - _ - _ - 644 _ _ _ - _ ~ _ - ~ ~ i
I I fj~ I Q~i,
j _ - _ - - _ _ _ - - - -6 - - _ ~ - - - j I ~ I ~ _ _ t___ _ _ fi _
fA U I W 6 40 . _ _ _ ' - - - - - _ _ _ - _ t- _ _ 640 ~ ~ -t ~ I
m _ - - - m ~ ~ ~ ~ ~ i I I I ~ ; '
t - _ - - ~ - _ - ~ 1-- i I ~ i l ;
~ i ! ~ II i t I I
636 .t - - _ - _ _ _ ~ - _ - _ 636 - - - - I _ r _ t _ _
~ ~ I N I' ~ 'i I I I i
t h N t - _ - _ _ - 1- _ _ _ ~ ~ , ~ ~ !II II
i 632 - I- - _ - - 632 ~ I 1
U _ _ . _ ~ w > ~ I Q ' i it I ~ j ' I ~ ~ r I ~ i i
w a ~ ~ ~ l _ _ _ . _ _ I i . - ~ ~ I -1-------- ~ f
~ ~ i , , , , ~ , I I '~il~
spa ~ ~ 1 - - - _ - - _ f _ 1 _ _ _ ~ - - 6 2a ~ ~ I i j ! i i I !
~ ~ STA. +89.17 3_a____ ~ - + - _ _ _ i ~ i
~r ftf~t.~=636.8$- , _ - ___t__ - - ' _ _ i fi fi ~ I I -I , ~ I I I i I ~i ~ I
oz 624 } - _ _ I I ' ~ F- j - - ~ - - - ~ _ _ _ ~ _ _ ' _ 624 `I r ~ I ~ I
~ O ~ I i I LOW POINT LEV = 594.8 ~ ~ ~!I ~
. N -t -t _ - - -i i I OW POINT S A = 12+32.0 _ _ _ _ ~ - j-_ I --I _ _ . _ t ~ + _ I ; PV! STA 11+53.44 - - _ ~ I l
O M i ~ ~ PVI ELE = 590.08 - _ 620 0 ; ~
+ O rt ~ ~ t ~ O N I ~ ~ ~ t ~ A. 11. t , I D 82 I I I
Q Q ~ - _ _ _ -------f--- ~ - - - - i K = 30.47--- - I
F- ~ ~ I I - j ~ I
616 . U?__ _ _ } _ _ - - _ - ----I------- - _ _ _ - - . _ _ - - _ - } - 616
~ t - I ~ i i I j HIGH P INT ELEV ~98.84 a , i i
r-i ~ I t ~ ~ c a~ I I ~ I .i _ ~
I ~ i I II _ L-__.__..---_ _ _ - - ~ ~j ~ ~ P J i, , A 4 t ~ ~ _ .~t~ ~ Q I i - _.-`TTf-L"iL~" ~^{^~A¢ .""TJ' - " " _..I-..._ ' h ~ L - - V v 7
612 r - - _ . _ - ~ - ~ W ~ - - 6.8~
i i ' I _ _ _ _ _ _ _ - - _ _ - - .____u_ _ _ _ 1 - _ . _ _ - _ ~ I i II
~ II ~ ' ~ ~ ~ i i i ~ ~ m~ ~ ~ ~ I ! ~ ~ 1 i _ -
t>08F --f- - ~ - - _ _ _ _ t _ ~ - - 608 i
~ ~ i ~ t ~ i i { __M
- _ _ _ _ - t _ _ - _ - -I_ ~ _ _ _ ~ ~ ~ ~ J ~
I i r _ _ _ _ _ _ _ i I ~ ~ - _-t - _ ~,a~~; I~ ~ s _i_-.-- -t----- _ 604
~04 i I ; ~ ;,r I ! ~;~F l
i ~ _ _ _ _ _ - _ ----I•-- ~ . _ _ _ I r ~ ( I w ~ ~ ~ ~ - _ _ -_r _ ~ ~
j ~ ; ~ { i I ' , i ~ ~ > I ' ~
600 _ - - _ _ } _ _ r t t_ _ t t ; _ ~ 1 -
I I j ~ I { I i i ~ i I 4 + I _ _ . ~
~ _ _ J _ t ~ j ~ 1 T ~ ~ i
~ i ~ _ _ _ - f _ _ _ _ _ _ _ . T _ f r _ 596
596 - } _ ~ _ _ _ . _ _ - - - -.-_-i- - - _ _ - _ _ _ - f I ~ i t r I I I i~ I i ~ -1_ ' j I I I
~ f < - + ~ _ - - _t__~_----- _ _ _ _ _ _ . _ _ - _ _ _ - _ - - _ - _ - - I I . 1. .
I i i ~ ~ ~ i I ~ f I i ~I i i cr- I
I I i- - ______-._.1 - _ - t _ _ _i. _ - + - ~ ~ t I I j I I i 7
I ' ~ ) ~ I I ~ ~ i~ i ~ ~ ! i I i I ~ i L I ~ i ~ ~
- _ _ _ r. _ . _1._._-- _ . _ _ _ _ I I _ t _ t _ ---f--- - _ __t _ _ ~ i i I li I I
~I i I I ' ~ i G,8~ r F j _ -A _ ~ . . _ . _ _ _ t ~ i ~ i I ~ t j _ _ _ ~ . _ i _ ~ - ~ _ _ i - t- _ . - _ `~88
~ 1 ~ I ~ i I I 1 I j j i I I- ~ 24 RC I
I _ _ . _ , - . . -t.-_._ _ _ _ _ _ _ _ ~ _ t__ _ _ - - - ~ - r- -r I ( j i I STA. 12 2.40 i ' I __fi } - t _ - ' _ _ . ..ELEV.= 89.34 ; ~ "i
I I s: ~
584 , ; t _ _..1 --t________-__ _ _ _ i__ - _ i i ~ ~ - - - 84 + _t r _ - - t I 1 ~ ' ! ~
' I I I i i ( ~ i i ; ; I i 'i - r, i ' _ 1
r _ _ . i_ _ _ - -t_____--_-~ _ - ~ i I ~ t j ~ ~ ~ ii
I ( ~ i 1 ~ ! i t___ - - _ _ . f-__ _ _ _fi i---- . ' I _ -t - - _ -1 580
5~o I ~ _ _ - _ - _ F
~ ~ I i i ~ I ~ _ ~ - _ _ _ _ f . _ - _ t-- . _ _ _ _ _ . ~ ~
i fi ~ ~ ; i i ~ ~ I r f
6 - ~ _ _ ~ - - - _ _ - . ~ _ _ _ _ I ~ ' i... iL 1__ y. t _ _ _ _ - _ ~ _
DATG'M E ~ _ fi _ t 5 r5 0o t _ _ _ _ _ ~I i i I I ~ i I I ' i - I
i O~~d rnh mw ~r CAN 01 r'1I~d iU; d'd d r, O~~d h N J h m O't~ t!') ~ h C'v "?~0~ dL- tTSi,(p O~d P• ¢l .-~~d d (0 dl r~ pp~d i`,~0; N ~ ~ N tD ~ ~ O M 00 Q Op r~ (p i ~r. ~ n - 'M r_ r ~ ~ilIC ~ i v N ~ h oo5d~ -I~n ~ rn ~p~~~ ~ - , vir , u~~r cn4,~ a , N Z ~ I ~ , U ~G ~ ~ ~ s
'n ~t) dw7 did d ul t0 M tb M Q~ N O G 00~ U 00 0~ h r ~ N N ~ O d d O 0~ i~ Nl p ;,f d~ Vt~ d'rr~ dM7 dN7 dt~ dM dd d'd d~ d'M r~r'7 f`l~ ~N ~N NN - ~ ~ ~I ao~r m ; - 1 ~ rj 00 n ~ r~ s'~6~ ~`~r J~ ~i ~i ~Y ~~a ~~~ii a7~~c~ ~ o~ c7 00 ,u, rn`P ~ 'J ~ ~ 's ~ O O O Q~'~ T m 0~ ~ ~ Ol 0> m 01 C)I0~ ~ f C~J ~ CD
t0 t0 ~ :Dui 4i, S) ~ (p 'D tG t0 t0 (J (0 tD l0 t4~ !D tD ip COltp tp ~ tD tD t0 tD ~ tD t0 ~ ~ t0 ~ lD ~ I ~ ~ ~ ~ ~ ~ ~ .n J7 ~ u; ~ u~ ,n u~ U~~tn ;nlu; ~nlv• rr~n ,~Iv~ ~ ~ ~ ~,s ~n 1: I ~ ! I i,.l _i I I ~ iii ~ ~~JI -
I _ ~ - I- ' I- L _ _ , ~.p l ~ I c, _ ~ , ~ _ , _ _ _ --1 _ _ l_ _ _ - - - - f
0 0+00 ' +OC! 2+00 .3+~00 4+00 5+-00 6+00 7+00 8+00 9+00 10+QO > > + 00 ~ 2+Ob ~ 3 + r)0 ' 4100 16+OU <i ' I ~ w a 9+00 I iD
~r ~ i i? r~ i ~G j } I
7. C1 ~ ip 'WOi'_ r
c. Z I ~ ~
Z ~'~~.]is I ~ O
3 4~"-I<L"-~~CT]~ ~ C_~;~zl(Y'ITjO C , ~r'~ ,.aiD~C) ~ v :I
n 1 1 !'1 r ~ • / ~1 /1 x"11 A P''11 A r` ~
0 Gil 1 °1o a
s a; acs ~o A %a C: _ _ a~ v r .ti :n
c; c_ a ~Nd,r'1 LL-
tD
r.
:D K u°0x o~ LL
D O 0 c~
O
'I

NIGH POINT ELEV = 655.99 ``~,,44u1n1,,,1~~
HIGH POINT STA = 3+02.51
PVI 5TA = 3+07.43
PVI ELEV = 660.32
A.D. _ -10.68 - - - - T r r- ~ - 's ~ i
664 - _.r_ - - - - i i
U 32 00' VC PVI STA 6+47.41 ~ ~i i i i4
Q _ _ _ - - - - . - _ - } _ a - - t - ~~IH ' 1111114
A.D. = 6.54 IGH POINT E EV = 643.3 I M
660 W rn ~ _ I ~ i i PVI STA = 9+50 i > iI ~ I i I i i i i
_ _ - - + t - ~ , , ~ 1-
U - - - - ~ - - A.D. _ -10.04 vi w i ( ~ i { i i ' I
656 J v - = - _ Gi - - - I ' ~ ~ ,
U m w w 1 i < ~ 305. VC ~ ~ ~ ~i ~ I I t
~o ~ I - - i ~ ~ ~ ~ I! I ~ ~ I ~ ~
~ I i, ~ { ` O W _ I; _._r-_ _ ~ ___.___r ~ ' ~
+ i > m ~ ~ r i i ~ ~ '
p m r rn - - . S - ~ _ p9, I ~ ~ r I _ - _ _ _ ~ _ - - - .t - _ - - - ~ t- _ -1-- _ ~
i i
~ 1 ~ ~ - _ - ~ w -F---- _ _ - - _ . ~n ~ 648 ~ v ~ > - - - _ _ _ . } _ - } - - - t ~ , - - _ _ _ } f
> > ~ m P TA - ; 3+ 40 i LOW OIN S - 2 ~ ~ ~ i! i I i _ ~t f 1 li ! ~
- w - - ~ i I PVI E EV - 6'?.8 ~ NiO~ PO~N~~ EIE~ = 627.5' i
i ~ ~ _ _ - l rt - - i ~ ; .
644 - % I ! 4 ~ i = 30.01 i ~ ~'~I SSA - 1~+81.67 ~ ~ I i ~ i sl~ !
_ _ -a - {~~-v - - ~ _ + _ _ _ ~,i ~f--- -4 6.00 VC - _ aD = -~.23 j wig ~ ~ I
1_ ~ ! I
- - 640 _ ~ ! u
ry { ~ ~ ~ ~ ~ i 1
--f_ _ cl I ~ i I !I ,
t8" RCP ! I _ _ ~ ~ r ~ I,', - - _ _ _ - ~ i ~
636 - _ _ i ~ ~ ELEV.=6 9.13 > U ~ i ~ i I i
! ~ I ! _ _ - _ _ ~ - -----t- W > ~ ~ I rp ~ ~ ~ - - - f ~ ~ ~ ~ 1 ~ i ~
! i I I ~ " - i N ~i , 4~'
! 632 _ t_-- _ STA. 9+59.47 ~f-i LTf i + N ~ Li >I
~ ~ ~ I - ~ ~ ~ ~ w~ i - ~ I -
_ t _ r - - - - I ! i i ~ ~ J ! I ',I , i 1 i I a0 ~ i - I i ~ ~
I i _ _ _ 628 - - _ - - - - - _ _ - _ _ _ _ - - _ _ ~ ~ ~ _ _ _ ~ i ( i f
w o ~ - - ~i i W - - _ i { _ _ -1
--F----- _ _ 1 _ _ - _ t } - - _ _ _ F _ _ _ ' t I _ - ' U I
i- ' i ~ a I 1 i ! i - _ I > W ~ ~ ~ i ~ i j
624 - - _ _ ~ . _ _ _ _ - _ t- 3~• ~ ~ ~
j i ~ Z I I q. ~ i ~ ~ I t _ - _ _ V1~ i - - - ~ _ ~ 1 I I -~li j
I ~ I W M
i ~ i ~ ! ~ 620 . ------_t - _ _ - - N . Q i _ _ _ _ _ _ _ - - - _ i f-~
' ~ I ~ I I i I I ~ i ~ ,
! _ . - - 7----- - - - _ _.t- _ _ _ - - - _ - --r- t _ - - i t _ _ W I ' - _ - - - - - - ~ - r _ - - _ ~ - t
~ i f..-- ~ ~ ! 01 N ~ ! ~ j ~ I I i ~ ~ I ; ~ c , _ _ I
_ _ 616 - _ ~ _ - -1----- ' i ! t--_-__ _t ~ ~ r- t- i
i ~ (n ~ f + - - - - + - - - ------t----- - ~ - _ - _ _ _ _ - - - -F - - - - _ - -f
_ - I- _ i ~ ~ ~
612 t 1
~ STA 13+82.4 ~ _ - ELE .=613.08 ~ -
i I - _ . _ _ _ - - - ~ t
- - 608 -----t------ + - - { _ r ! ' ' i .R
I ~ ~ I _ _ - --t- _ II--- ! i 3 CP _ ~ - _ _ - - _f _ _ _ - _ - - _ --1- - -
' i ~ ~ ! , ' ~ E V,=606.7
i f ' i ~ I 604 - -
I ! I I ~ i i
- t__.-__ _ _ _ ! I - - - t ~
~ ~ I `~1. - - + - t ~ _ _ t r---- -rt _ I - - _ _ - -t---
soo t - _-__I _ _ + _ _ _ - - _ ~ _ ~ { i i ~ ~ , _ ' ~ i
~ ~ i ~ - . _ . _ _ i _ - - _ - _ _ - - _ _ - - - + - - - _ t
I E i I ~ iI ~ i I ' i
I ~ I i I ~ ' . ! i - _ - i - - , - - - I I ~
! i ! ~ i i ~ I ' ~ I ~ ~ ~ ~ °.i _ i I i
f f fi
~ i ~ ' i -
592 - _ - _ _ - - _ _ _ _ _ _ _ __t- - _ - - ~ - f t i i j ~i ! ; I
- ; ! I I t I - - - . ; _ _ . _ _ - - - _ - _ _ _ _ _ _ t- ~ ~ ~ _ _ _ ' ~
i I _
Y...- 588 f - - } _ _ - - F _ t_ - ~ 1--- _ F- t ~ i i ~ i
i ' i i - _ - _ - - i i I
I ' ~
i i ~ i ~ I i l i j ~ I ~ ~ ! I } 1 ~ }
584 - + _ { t i i i i ~i ~ I ~ ~ i ~ ~ ~ i_~. -
I _ r _ _L_._ _ _ . 4_--_--_---- _ - i ~ _ _ _ - _ . fi_
i i i ~ ~ ~ i i ~ ~ ~ ~
58Q } _ Y. _ _ 1_ ~ ~ } ~ ~
i I i ~ ~ i ' _ _
' j j ! 1 I i ' i ~ ~ W
i 776 - _ _ _ _ _ t _ 1 - { - - ~ ~ - - -
UATUbf E~Y ~ _ _____________--r_.___-__. - _ _-_----_----t__._ _ , _ _ ' ` _ - ___i _ _ _ . _ - _ _ ~ _ - _ 1-- _ ~ _ _ _ _-j_ is ~ ~
575.OD i I i i i ; 1 - - ~ rn! 41~'~ -err; ~ rv~° m 40 ~i O~ r~d ~fi;N COI r, tp r r7 its N 4D o o u~ ~ - ~'~l" ~t i
r Qi a0 J1 r= O c0 r.{r', O~W u)~N O N r* ~ ~ ~ O~~oO N O ~n{r' dap r O tlp r o~ 0~ M a7 M r~O dd ~,nm Ou7 ~0~ MN tv0~ ~tD O~d ~-`f. 07r NOj d~ rN rijs~ ~~D rN f~N WN r-0~ dU7 MM i i dd c0~D O0~ NlN rd )~Ji OIL rim Mid NN OJO~ rcD ~d MM r)~:V NN Nt') --r+7 O¢ OMpO Nt0 Nom) r7 r~ ~ N ~ o, ~,1,r, ;r ~rn r~',. rn ~ u~ o ° r u~,rr ° U~ w r , ~~I,r-; ~-a,~t j~ a~ N ~i m ~ ~ ~ ri ~~o ~Irn r ro ~.rti ~ a: silo ~ d ~ ~ ta7~Ir ' ~'„r~
dd d ~ ~u7 i u~ ~I1 ~'tf) ~~U) dd dd dd dd d,d dd dd dd d d ~M M ~ d M d to D~ _ !l7 tD tD ~D ~,7 ~ (0 ~DItG lfl t0 t0 ~D ~ ~D ~p t0 tD (0 ~D tD ~0 tp i cp t0 l0 c0 ~0 u; t0 t0 .J:.~L ~I,~ GO ~0 <L ~ ~D tD ~0 r7 r'j N rr1 N N N N ° r- N N ='J~C~ ,ti ry c-, (`J~CV .ViCv =~`Cd (D tD tD 4D ~p`4'i iD (D iDit,'.~ (D ;p~lG ~icL Wty~ ilu 'U~,cf; iicC' '.G(0 1p tp Cp tp 1p ~tp ~ ~ ~ i,
i i _ - - _ i I 1 ~ ~ f
n~~c ~+oc 2+00 3+on 4+0o s+~o 6+00 ~~~~0 8+ao 9+ao io+oo
G C7 v t ~ ~ ,
,n r'; i
i n
v r~ ' I, tp i ~a. ~
~ w Y
cU ' C'; i ~1`
c g - 1' ill i i L. ~ a.- i l~l'' 4~ I ~ I i
7
w U? L.` ! L:1 : c i ~ ~ t i .J I:
CT 3
n Vii, J1. T .J: cr
0
L a
~t? v r
co
v USX
D

- _
,``tttitllnH4h4r ~
~ ` r4
~1;: Tj
ti ` ~
S/. ~ %Y
/rr Illlt
~----T~----___...__ L_. t _ --1664 ~ ~
r' ~ I CI] i ; ' ~ I i
_ I--{ r--~ - ~ i ,
~I ~ I i ~
~ - - - - ---a66C i I I i I.
i i
- - _ - -------F----j j t ~ I ~ i~ ~ ~ ~ ~
r I i " I i j6a6 I'
I i,
t i, i I
i I i I, i I ~ i ~
_ _ - { _ - ~6 i1 I ~
I i ~ i ~ ~ l ~ I _ _ I _a ~I ~I ~
i - _ __-t _ _ - i I ~I ~ ~ ~ i
~ H II I r---- - _ _ _ - - - _ _ 'r F q ~ ~ t 1 {
I ~
~ ~ ~ i ~ ! O f:'~ ~--a ~ '
t- i - Y ~
_ - 644 m -t+. ~ + . ~ _ ~ - t _ F 1111!
F- I' W - _ ~ - ~ ~ ~ ~ I
~ ~ - _ - X640 ~~I i ~ I
i i I ~ ii O t~j i
1- p - ---t-_----- _ _ _ O + ~ I
VI ELE V = 2, ~ 2 ~ ~ ~ ~ II ~ + ~ + (D
_ - _ _ _ ~ - - ~ ~ I _ _ - - - . ~ _ } . O cv - -j636
o ~ K = 31.7 ~ ~ U Q Q I ~ F- F- _ I I
„o.ao' c ~ m T- ~ - t l~ U1 { ~ I i
!i ~ j ~ PVI STA = 0+50 - _ _ - - 632 I 1 p _ f i
~ i ~ ~ I VI ELEV - 597.05 ~
w ~ ~ C9 ~ N I ' , ~ I K=10?' f
~ o f I ~ O _ -
w ~ - - N O - __-----+----1628 ~ ~ ~ i ~ 75.00' ~dC ! i i
_ ~ ~ U d + O - -
i ~ m + N O ~ U~ oo ~ J ~ I
~ -1.7p~ r - C.__ ..__._...N _ ' c, ~ - , - t 24 i
_ ~ ~ ~ + ~ ~ ~ ~ I ~ { { . 604 _-f _ _ _ f _ _ i ~ -tl 1
_ U - 4--- + - I r, i ~ II ~ w~i I i
i I ~i 'i ~ f- _ _ _ _ --A Q i!
- a , f 1 (ll ~ I ~ ~ 1 ~ I ~ I 1 ~ ~
J ~ i ' LOW POINT STA 26+ 8.36 I - - 600 -f-- ~ I Q
_ _ _ _ ~ _T PV1 V = 596.4 HIGH PO NT ELEV = 9 EE i T EV = 99.49 ~ vi v' ~ N N L ~1 - - 1 i-- I U
- - ,I - - ~ _ ~ _ f- - - 616 I ~ w
K = 3 85 PVI TA = 28+7 .8 ' U1 p TA = 28+7 .81 ' - 796 _ j t-
- - l- . _ _ - - }s} i J
I - 2 0.00 VC i A D. - -5.3 4 I i ~ ~ ~ .D. - 53 _ _ _ ~ _ ---C1 + - - -t- 6 ~ 2 I \ J
- I I ~ \ ~ I ~ ~ ~ ~ U _
~ 592 _ _ ~ - I I I
I ~ i~ I ~ ! ~ ~I 18 RCP ~ ~ v _ - 1 Q
n °D - . __--t 608 ' ~ S . 0+23.9 \ ~ rn ~ M d
~ w o 0 0~ U ~ ~ aD I ~ ~ EL V.=593.3 _ ' 588 ~ - _ _ _ ~ -
m + 01 N ~ _ I-._ _ _ ~ ~ N i ~ O~ i I Q i
r ~ _ r` ~ ! . 4- _ _ _ M 604 ' i h
- ~ la.i cri U > rn ur t (n ~ ' ~ ~ L..-
! ~ U ~ _ m _ - II ~ _ - _ -'y 7 ~ ~ ~ 584 't _ T-_ _ ___a ~ , _ ___1-_ ~ ~ _ _ _ _,I
I ~ i I I ' _ ~ ~ ~ > N ~ 1 > w ~ I
- _ I _ - _ - - r-- - - ---t- . _ _ _ _ W _ 1-___ r _ I t 600 i ~ ~ j
I i ~ I 4 0 ~ I _ 80 _ _ _ _ ~ _ - - _ -fi _ Q ~ - E
- I . - } 1 ~ ~
~ ~ M _ - -____._t_ . . _ - . - _ 596
_ _ - - - - _ _v_ ~ _ - ~ STA. 25 25.44 ~g ! i_. ~ 99 ~ ~
- __L_~___ . _ _ _ _ _ _ - --------.-1- -r- 'I `7E, , _ _ ---a _ -1-- - - _ ~ r ~ _ _ , I „t,.
N I ~ ' ' ~ _ _
~ ~ 18 RCP ~ T .6 S A. 26 68 3 i 592 ~ I i
i i ELEV.=S 3.81 <<> i I _ _ ~ - _ 1 _ _ «
- I ~ I
I l ~ - - .__t____ ~ _ ~ ~ - _ - _ ~ _ _ ~ - 588
I i ~ ~ ' ~I
~ ~ I i I _ _ - _ I - -i. _ - _ , , i ~ i
I i 1
i _ _ . - _ _ - - - t- _ _ . _ I-- _ _ _ - , - - - _ _ _ _ _ - t -t - _ - . _ {584 ~ ,
~ ~ ~ I i li . r---_.- _.-'1 ~ r. - ~ 1 l ~Li -7
1 i j ~
I ~ ~ _ _ . _ _ _ _ - _ _ _ 1 _ _ - - _ _ - - . j ~ - i I F- i-_- ~ - ' i_.... -1- 580 J
~I I pa ray Ems; ~ I~- _ i.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ r_ _ _ _ ~ _ - - _ _ . . _t . _ _ _ 1 a _ _ _ _ - r _ 560 00 I, ~ ' i ! - _i ~ 'f
I ~ ~ { ~ I ~
l ~ _ - _ E - - a - - - - - - - - ~ I v 00 6~ ~ ~ r
+ i 1 f - , ~h <n r,;~r ~o~tn j ~ i I I ~ I
r) u~ ro J~ M a~ ro N'a~ v ~ ~ N rn U~~~~ ~ a ~ ~ o ao ~ o h rn N~~ a~ r ~ co ~ v ~u~ ~ a urn rn.- u~~~ env N~ rr woo ao o~ ~nao o,~ Nrn wa rn~ rao od ~a a u~ ~ a~ ~~a ~~u- U ~ I _ l i ~ It ~i > d rri ~ r~l~;o in~izi r-~~ - ~ ~i ~
~ ~ ~ ~ ~i ~ ui ~n ~ a c <<~ ~i'u~~a N r- N'c~ o r ~ ~ w 0 0 00 ~ ~ ~ ~'N ~ ~ ~i oo ' r o r of oo aim ~ rn a ~ ~N NN NN NN CV (`J N~N N<`i (V~~ N.- - ~ OCJ OD 00 OQ) 00~ Oar Oar X07 a~~ Ua~ ~a of x1r ~v `)t00 ' i (A ~ of ~ ( ~ ~ ~)(1 _ ~ ~ i ~ U; )O7 X01 ~6. Til~3~ ~0 ~ ',J1 i ~1)i
~ ~D ~ ~ ~ ca ~ co ~ ca,~~ m ~ ~ co ca ~ «,ico ~Ic~ ~ m c~ co ~D ~ ~ w ~ ~ u~ ca ~ ~ ~ ~n ~ c~,~n ~ ~ ~ ~ ~ ~ , I I ~ ' '
;ti _ _ _ _ - l_ _ 1 _ _ 1-. __._____1_______._ _1- l.____.- __a _ __....._____L~.________1.._._._.__ ._._L._--~.--- __L__.__ _ i l ' -L i i t/) . ~ I
,B+UO 19+00 20+QO x00 22+00 23+O0 24+00 ZS+qp 26-x00 27+00 28+00 29+t 29 + 00 ;l? t C)i) ~ f I ~ ~l~ n
m C~ ~ I rn ' ' ~Si
N Li `..1 y1 il.
m ' i i it
F 4~ I Q ~ L.~.I i {Ij ~ l)
a~ 3 1 i i~ i~ .r ~ i
Y
D hU 2(i
N Ql o rn
10RIZ c " F;;`' ! ~~rnm
O L Cl n n0"~ d C C,~ ;V d
LO h
CC? W h y vin
~D c7 /ER!, SCALE, 1 o o.~x
~D O N„ o S t- o R ~
O
S

/
t• , - ENSURE THAT POSTS' ARE TO BE CONSTRUCTED OF ~
SiIT FENCE AROUND ` ON-SITE DRA4NAGE I ` • + , ' . ' , ~ 1.3~ iB~FT. STEEL WITI~ A 4' 0" MINIMUM Hf!GxL STEEL
I STRUCTURES (IF APPLICABLE) , POSTS ARE TO HAVE PRf~1ECTI0NS TO FACIi?TArE FASTENING ~~~'"~r~r~~~'~h ~ THE rABRIC '
r SILT FENCE ALONG l 4 \ ~ 1 ~ i
CRITICAL LINE (IF APPLIG~BIf) • ' , ` . " . " , ' CONSTRUCTION SPECIFICATIONS: ` Fij~G, RCTEk FABRiC ~ ~ 3
- - - l- - - ~ FILTER FABRIC-~ ~ . ~ ~ : Q~a ~ -
• 1. CLEAR THE ENTRANCE AND EXIT AREA Of ALL VECETAlION, ROO1S, AND OTHER - - - T - - - OBJECTIONABLE MAIERYIL AND PROPERLY GRADE IT BAC - i • Y
t IFIC GRADE ANO DIMENSIONS SHOWN ON THE PLANS, AND rHlcK~ EATER of ~ • ~ ~ ~ COMPACTED FlLL WIRE GRAVEL, 1a" WIDE S~~ ~ , ~ .
~ ~ ~i PUCE THE GRAVEL TO THE SPEC ti F 1 I
~ ~oNG R E ~ ; ~ ' SMOO)H IT OUT N9IE: ~ /M' i.~i ~ SILT FENCE TO BE INSTALLED BY LOT OWNER MARSH 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDJMENI TRAP OR OTHER SUITABLE OURET. mnn~
PRIOR To coNSTRUCTfoN ~D ro BE ~ ~ ~ ~ ~f 1 KN NESS _ _ _ ~ 3- - i ~ ~ i , ~ ~ ~ ~ ~ - - ~ ~ ~ ~r
NTAI ED UNTIL LOT 1S GRADED AND NEW HOME II, ~ ~I~• N ~ MAl N TURF IS ESTABLISHED. f I TEIWP Lor UNDER 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE THE SIABILlIY OF THE FOUNDATION IN 2° TO 3" COURSE IRSE ~ I ~ , i l i - - _
coNSrxuCtpN CONSTRUCTION ~ LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. AGGREGATE I ACCESS ~ ; ~ . . ~ f- i i - ~ i___ _.f~.. - __fi j- - k- I Ali I ~
i; ~ i . _ _ t ~ --I , i - - ~ ~ !I j ~
. MAINTENANCE: ~ . ----1 - - ~ ~ _ I_ ~ - ' ~ - li I ~ q~~ - ~ ~ ~ - ~ ~ 1 i ' ~ ~ ! I ~ ~
i MAINTAIN THE GRAVEL PAO IN A CONDITION TO PREVENT MUD OR SEDtMENF FROM LEANMG THE ' ~ ~ ! ~ ~ , - - ~ ~ • ~ I I ~ i 5 _ I I I ~ i
~ I I CONSIRUCIION SITE THIS ,f~AY REQUIRE PERIODIC lOPDRESSING WITH 2 INCH STONE. AFTER EACH 1 ~ 1 I ~ i• N CESSARY. ~ ~ ~ RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS E 2 I i ti5 0 E ~ . i - ~ _ ~ ~ ~ ~
~ IMMEDIATELY REMOVE ALL OBJECTIOMABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO . PROPERTY LINE ~ PUBLIC ROADWAYS. FILTER FABRIC E~ ~ ~ Ek7ENSlON OF FABRIC AND WIRE INTO THE TRENCH ; ! i I Ip'R OPT !1 FAR
P ' )'r ~ Su A MAXIMUM OF '0'-0'" ON CE~TJTER II F(5 S ARE TO 8E ~ A~E~ i
SILT F NCE ALONG ~ . E WETLANil WEIUND BUFFER is ! ~ ~
~ (IF APPUGBLE) . 6 , II ~ I i conrsrRUCrioN sPECIF1cAnoNs:
~ , ! !I~!i
i , , RA t t N OE POLYPROPYLENE, NYLON, POLYESTER, UK POLYETHYLENE YARN ~ i USE A SYNTHETIC AL fR FABRIC OR A PERVOUE S EET ~ i ~ ( I WHICH lS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING >O THE REQUIREMENTS SHOWN IN TABiE BELOW TRANCE ~ i ~INEN ~
ONSTRU VEL C 3 ARY G T MPOR 0 SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY 1NHIBIIDRS ANU STABI(.IZERS TO PROVIDE A MINIMUM Of 6 MONTHS i
NOT TO SCALE OF EXPECTED USEABLE COPJSTRUCTION LIFE AT A TEMPERATURE RANGL i)F Q '0 120 DEGREES FAHRENHBT I ~ ~ ~ ~ ~
TOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE Wl~'t ~`NCE WITH A MINIMUM '4 GAUGE ANO A MAXIMUM ~ ~ ~ f i
F NC PLAN T IT E SL 0 L MESH SPACING OF 6 INCHES ~ I L<;, ~ ! i
NOT ?0 ~C;ALE u ~ ~ _
~ I FA R1C SPEClFfCATIONS I - _ ~ _ E dCE B ti>J ~ ! i A ~ i ~ I r - r--- , r 1 i t I
'~~PHYSICAL PROPERLY i RfQvIR~Mt,''~ ` ~ `i~ L7 ; . ~
_ ~...t _ _ _
ALTERING EFACIENCY , 8.5% MINIMUM t I _ - ~I i I , i ~ i
TENSILE STRENGTH AT 20X MAXIMUM 1 EX"TRA 57RENGTN 50Ly1LlN IN MINIMUM i ~ i I
ELONGATION STANDARD SIRENGth iG [8/LIN IN MIN. ~ ~ f
F____-- - _ _ _ ~ - - ---1 ' "T MINIMUM ~ ~ I SLURRY FLOW RATE ~ 0,30 :,At~SU. r.,-MINv E i !
i.__.. .l______ ~ ~ I
i iii
!MAIN lENANCE ~ ~ ~ ~
INSPECT SEDIMENT rcNGES AT LEAST ONCE. A WEEK AND AFTER EACH RAINiA; ~ MAKE ANY REQUIRED REPAIRS IMMf.DIATELY SHOULD ~ ~ (
~ ~ ~ r ~"FF TIVf R P CE IT PROMPTLY REPLACE ~ ~ ~ ~ THE FABRIC OF A SEDIMENT FENCE CUE[AfSE, TEi1R, DECOMPOSE OR BEC?Mr N~ EC E fA ~ , BURLAP EVERY 60 )AYS REMOVE SEDIMENT DEPOSITS AS NECESS~iRY TO PR~wI)E ADEQUATE STORAGE VOWMf FOR THE NE~~T RAIN ' ~
AND l0 REDUCE PRESSURE ON THE FENCE TAI(E CARE TO AVOIG UNDLRM~ti?N!~ THE FENCE DURING CLEANOU? REMOVE ALL is i I - ~ ~ T i f 7 r G
N T SEDIMENT DEPOSITS AND BRING HE AREA GRADE AND S~ABfl17E IT AFTER GJN.RfHURN_ FENCING MATERIA~.~ A D UNS ABLE ~ i DRAINAGE AREA rfA.S BEEN PROPERLY ;iA81UZED-
i~ i j ~ ~ ; ~ i
~r,~l I i
~
FENCE ~ ~ ~ EDIMENT S v"~
o ~ l
NOTES.• a'; I ~ 7 c~„
0 1. La 15 THE LENGTH OF THE RIPRAP
A APRON.
2. d=1.5 T1MfS ?NE MAXIMUM STONE O N DIAMETER, 8UT MOT LESS TFtAN 6"
3 ~ 3 J. IN A WE1t-DF.f7NED CHANNEL, EXTEND +D
THE APRON UP THE ChV4NNEL BANKS TD AN ELEVATION OF 6" A80VE THE MAXIMUM TD AN rM
TAILWATER DEPTH OR TO THE TOP OF THE F TNf
- j BANK, WHICHEVER IS LESS. 4, A fILTER BLANKET OR FILTER FABRIC
PLAN SHOULD BE INSTALLED BETWEEN THE RIPRAP R/PRAP
AND SOIL FOUNDATION.
La
CONSTRUCTION SPECIFICATIONS: OHS:
~c,~ - 1, ENSURE THAT THE SUBGRADE FOR THE FILTER ANU !
d HE FILTER AND ,RIPRAP FOLLOWS TFfE l~'I I?UIRED LINES ~t
AND GRADES SHOWr+ IN THE PiAN. COMPACT ANY r COMPACT ANY FlLL REQUIRED .N THE ,Rf~RADE TO THE
+TLrfR BUNKE7 DENSITY OF THE SURROUNDING UNDISTURBED MATE RI, STUBBED MATEBlAf. LOW AREAS IN TN! `UBGRADE Ot~~ ~ .LED BY INCREASING THE RlPRAP THlChivl SS. ~ r
UNDISTURBED S01L MAY' ALSO BE FILLEU BY INCREAS ~i 5T CONFORM TO THE SPECIFIED GRAD1Nr, 4;MITS
SECTION A - ~ 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO PIPE OUTLET R1 a FLAT AREA SHOWN ON THE PLANS. _ Q'_
NO WEL! -DfFINI D CHANNEL Q `-QUIREMENTS AND BE PROPF_Rt Y PBOIt ~ TED FROM
3. FILTER CLOTH MUST MEET DESIGN REQUIREMENTS AN PUNCHING OR TEARING DURING INSTALLATION REPAY (f I ~.i 4LIATION. REPAIR ANY DAMAGE AY RFMrr~~;N'G THE _
~ OF FILTER CLOTH OVER THE DAMAGE( ?FREA. ALt.
a o~ RIPRAP AND PLACING ANOTHER PIECE OF FILTER CCC ,r << ; ! T 'HOU D OVERL4P A MINIMUM Of CONNECTING JO N S 5 L <; _L P A MINIMUM OF 'FOOL. rF ,ENE DAM~try r' F - E~-
_Y "~_3` a~ ~ ~ ;r?~~~ L~ i~.:;,' EXTENSIVE REPLACE THE ENTIRE FILTER CLOTH. TER CLOTH. ~u I
4 RIPRAP MAY BE PLACED BY EOUIPMEN7; 8UT TAKE C :NT 8UT TAKE CARE TO AVOID DAMACIN~ P,-rr ~ '
`Y~ f7LTER
qr ~~~'~1 - 'RAP SHOULD BE L5 TIMES THE MA,YIMr~M ~;>ONf
FABRIC - ~ :n, ~ ~ 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOUw B! DROP rNLET W~ GRATE i
2 x 4 FRAME DIAMETER. ~r}I` ~ "~~i~ 6. RIPRAP MAY 8E FIfLO STONE OR ROUGH QUARRY SI )UGH QUARRY STONE IT SHOULD BE ! lAl?IJ, ANGULAR,
X ~ ~ ~ 'r'~i`~~ I ' ~~c HIGHLY WEATHER-RESISTANT AND WELL. GRADED X '1.2 GRADED-
i ~ r` _ 7 T TH APRON ON ZERO GRADE WITH NO L z / coNSrRUC E RADE WITH NO OVERFALL ,AT THE FNp MAnf THE TOP
~ ~ OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WI VEND LEVEL WITH I~HE REi;EN1NG ARtn 'R SLiGHR~" BELOW
N ~ DETAIL B ENSURE THAI THE APRON IS PROPERLY ALIGNED W.+T RLY ALIGNED W.IT'i ~`NE RECEIVING STkt ~M APJD PRk~TE,RAB1 ~ ~ ~ 1
~ srRA1GHT THRQUCHOUr Irs LENGrh. IF A ct,RVE rs 1F A CURVE lS NEEDEEi TO FIT S!TE +~~1~Nv;"i0N.5, PLACE 'r
V~ V~ \ , La 1N THE UPPER SECTION OF THE APRON. TON.
- 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL UL c- STABI1lZE ALL DISTURBED AREAS WITH bl r;E'ATION
' 10 050 OF RIP RAP SHALL 8E 6" c E.-.
~ i' ~r~
P N ,r~~~~ ,ran ~ ~Y~ rr ' r I('4 Tl A; d I~ ~KL :.:,ON SPf_C1 ~,,ONS. A/A ~.r_ Q
_ AS SYr1rHE7+C FABRIC, USE A PERVIOUS SHEE7 OF NYLON, POLYESTER, OR ETI4YLENE FxrFR BLANKET
YARN-EXTRA STRENGTH (50 iB/+NCH MINIMUM)-THAT CONTA/N5 UtTRAVIOLfT .RAY INNIBrTORS AND STABrt2fRS FABRIC SHOULD Bf SuFFtCffNTtY POROUS TO PROVIDE INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAiN RAl~ I iTER HEAiN RAINS rU SEE lF AN}' EFrr AROU.ND OR ~
~ ADFOUATE DRA+NAGE OF THE TEMPORARY SEDIMENT POOL. BURLAP MAY BE USED FOR „ _ „ i ~ .SHORT-TERM .4PPtlCAI)GNS iT MUST BF REPLACED EVERY 60 DAYS. SECTION B B BELOW THE RIPRAP HAS TAKEN PLACE OR 1F STONES E OR 1F STONES HAVE BEEN DSLOD.FU rMMEc.IA ~
i ~ c. CUT FABPoG FROM A CONTINUOUS ROLL TO EL}MINA7F JOINTS. PIPt DUTLf1 TO A MAKE ALL NEEDED .REPAIRS TO PREVENT FURTHER DAMS h ~C~CY~Y{~~I ~J I,~ ~ f1) i F 'T FURTHER DAMAGE. ~ ; ~ ~ ~ i
SEE DETAR AT - ~ a 3 USE 2 x I WOOD STAKES OR EQUIVALENT METAL, WITH A 3 FOOT MINIMUM LENGTH. WET; _OFRNfD CHANNEL ~ ~ ~ , i~ i
• RIGHT ~ 4 SPACE STAKES EVENLY AROUND THE PERIMETER OF THE JNLE7 A~ A MAXIMUM OF n T FEE7 APART, AND SECURELY DRNE THEM INTO !Hf GROUND, 18 INCHES DffP (MIN.). La and d50 ore !fisted for eoch Flared End Section ~ i ~ 5. TO PROVIDE NEEDED STA81L1TY TO THE INSTA11ATi0N, FRAME WITH s~ ~ 4 WOOD on the roadwoy construction sheet. i i ~ I W ,.r
~ STRIPS AROUND CREST DF THE OVERFLOW AREA AT A MAX. Of . , . EET ABOVE THE _ DROP +NLET CREST.
~ ~ L~ ~T~~ ~ ~ 6 MACE BOT10M f? INCHES OF THE FABRIC 1N A TRENCH AND BACKFiI i THE n?ENCH FES SIZE W1 W2 m
~ ? W'TH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOl1. V!~ ~ ' FASTEN FABR+C SECURELY GNTO THE STAKES AND FRAME JOINTS MUST BE OVERLAPPED 18° 3• 5~ > .~i ; :.a I ~I i~~ r,.
~ ~ _ r0 THE ,NEXT STAKE ~ 8 THE .OP OF THE FRAME AN~ -ABRIC MLS( BE WELL BELOW THE oR.UND E(EVA`ION 24° 4~ 6 ~ 'u' C,`+ ~ ~ I -
~ DOWNStOPf FROM THE DRU. +NLET TO KfEP RUNOFF FROM BYPASSING TH£ +NLfT !T _ I . i
~ ~ ~ MAY BE NECESSARY TO BUILD A TEMPORAPY DIKE ON THE DOWNSLOPE SIDE OF THE - ~ A~j~Ay ~/\~j srRUCTURE 30° 5 7 5 n~Qif~~ L(i~„
~ ,
~ ~~nrnrrrnrnnrr•r. 36 6 9
N vnnv L. vn V! L. 3 SECTION "X - X" o ~s
INSPECT INE FABRIC BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE
° SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME T') FOR THE NEXT RAIN TAKE. CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING 0) 0~0.1 ~~0)cJo 0 V
SEDIMENT REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY a STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF Cc oa yr
p THEM PROPERLY BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND STRUCTURE LI7ATI N c. o SMDOTN AND COMPACT IT APPRUPRfATftY STABILIZE ALL BARE AREAS AROUND r .Hf lN1F7 OUTLET STABL u
w TaZM(ID
NOT TO SCALE s
TEMPORARY DROP INLET PROTECTION e C
VAT TO SCALE
T

- _ - ~+,y~-
- VOLUME C.f ' ! MiN. DIMENSION* T M1N. wE,IR LENGTH DEPTH ' TRAP N0. _ -
1 4 590 31 X 31' 8 5 AREA UNDER EY94+KUENT SHALT. BE CLEARED. GRUBBED, AHD - - - ' ~ F7 ~F7, SPILEWAY DESIGN PER N.L. EROSION - THE POOL AREA SHALL BE CLEAttED AREG. GRUBBED, AND STRIPPED OF AN? VEGETATION AN6 NOU' AU'
cT - - AND SEDIMENT CONTROL P1ANNING 2 1,012 15' X 15'_ 4 _ 5 AND DESIGN MANUAL TABLE 6.600. z. THE Flu MATntu1 FDR THE EMBARKMENT SHALL BE FREE of R SHALL BE FREE OF ROOTS OR OTHER WOODY vECE1AIrcIN ~ WEtl
4 F7. 5 FT. e~E c~oMa~AZCT~ED ~ v w~EOUw~N WHINE ~I~NC o MATERIA! OR OTHER OBJECTIONABLE. MATFRW.. THE EAIFV~NKMEN? SHAH WMENT WHNf BEING CONSTRUCTED. SPILLWAYS SHOUIb NO' BE ~
3 765 13 X 13 _ _ _ --1-- ~ ~ 5 ~ CONSTRUCTED 1HRWCH FILL SECT,ONS. TOP OF BERM RESTORED i0 ITS OF;IGINAi DNAENSIONS WHEN THE SEDIMENT HAS ACCUMUUTED ~ '
_ 4 _ 1,080 15' X 5 _ 3 SEGMENT MALL BE AND TRAP RESTORED i0 ITS ORIC ,j,3~ X.33' _8 ~ 5 ~ TO ONE-FiAlf THE DESN)N DEP~EF THE TRAP. REMCNED SEE E TRPP. REM(NED SEDIMENT SHAIi 8E DEPOSITED IN A SUr1ABLE AREA IN SUCH ELEV- = 58O ~5
5 5,355_ A MANNER nu `11tUnnutlr,/ M;N RAIN ANO REPNRS MADE AS NECESSAR' - _
23 X 23 6 ~ 5 f~T! A THE 1RAP SMALL eE INSPECTED AFTER EACN RAIN ANO REPNRS b 2,497 _ --L RIED ouT IN wcEl A RUNNER THAT EROSroN M!D WATEk ~~_~uTIDN is MINIMIzED INVERT ELE;A~i~ON = 579.25
~ 7 2,745 24' X 24' 6 Fr. 5 -f7. s. cONSTAUCTIOH a~R,vaN srwLL sE cu+RIED ouT IN such A w - ~ 5 ~ 6. ALL CUT AND FlLL SLOPES SHALL BE 2:1 OR FLATTER. - ~ '
8 2 520 23 X 23 _ _ ___._1 7 IF SEDMTENT BASIN IS IN USE 30 G1YS OR LONGER, EM&WKME )R LONGER, EM&WKMENTS SHOULD BE SEEDED Ok OTHFuWSE PROPEkLY SiABIUZEC ' M2 FOR ILLUSiRATNE PURPOSES ONLY, WD MAY BE CUNSTRUf TED IN ANY SHAPE '
11' X 17 4 FT. 5 F1, ~ STORAGE AREA IS SHOWN AS RECTPHCULAR FOR ILLUSTRAINE P 9 1,350 6 rrT. 5 f7. PROVNTED THE MMMAUM STORAGE VOLUME REQUIREMEM 5 MET. IRELIEM 5 MET. THE BASIN SHOULD ALSO EfE ORIENTED SUCH iHA7 THE ~ ~ ' . . 'D _ REW if _ - w is N ARE ON OPPOSEfE ENDS ON THE LONGER BASIN lNMENSIONS. ~ ? ~ , D SEDIMEM
10 2 475 23' X 23' FlL,£R Nro THE wm+ FLOW of WATER AND ~GMa+r N+E oN DF SiOFJGE VOLUME PER OENUOED ACRE- RECOMMCNDE?? STORAGE IS 1806 CUBIC ~ ;Er c
1 1 1 710 19 X 19 4 ~ 5 ~ ~ FEET ICE STORAGEFPER IACRE COFBIDRNNAGE ARFA~ VOLUME ;E AREA 1Y 1S Tp 8E 9~15ED ON A SO YEAH STORM.
10. THE LENGTH OF THE EMERGENCY SPILLWAY IS TO 8E BASED ON 22' X 22' ---t--- 6 FTC. 5 F7. 12 2 250 - - - ~ T RAPNY ALLOWS, THE BASIN LENGTH SHOULD B SIN LENGTH SHOULD BE iWH;E (2X) THE BASIN WIDTH, T6 aLl(YW SETTLING BAFFEES r+++! I~~tvv
i 3 292 8' X 8 4 FT, 5 f7 „ WHENEVER oPOG SHOULD BE PROVIDED IN THE BASIN WHERE TNF LENGTH IS LE: iRE 7HE LENGTH IS LESS THAN TWICE THE WIDTH Ail SEDIAffNT BASINS AT THE LOw POINT iN THE BASIN ?aF STAKES sHAIL BE MARNEC
14 3,168 25' X 25' 6 F?. .I 5 f7 I ,z c~T+ouT sTnxis SHALL eE PLACED IN Au sEa?~Nr arsNas ~ SHOWING n+E W11F FULL, cLEANOLTT PoNrT, of THE BASIN. 8 - 8, X 8' 4 F7. 5 f7 I NT, OF THE BASIN. ~
15 2B _ ,3 SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUI~ kL SED ACED AROUND kL SEDIMENT BASINS ~ ~ AY D ETAI L N Y SPILLW M RGE C EE
16 306 8' X 8' Q F? I 5 f7 FOR DESIGN Of RISER TYPE SEGMENT BASINS, REFER TO THE HEALTH, AND NATURAL RESOURCES, FiNISIDN AuD ~I1IM_FNT CO - t-- AStNS, REFER TO THE NORTH CAROl1NA DEPAFfMENT OF ENWkONMFN., ;i U~~ ~i~ ,~~t~ t '
17 _ _ 252 7' X 7' Q ~ 5 ~ _ ACCUMUUTED SEDIMENT SHALL BE REMOVED WHEN THE SEIAME VED WHEN THE SEDIMENT VOLUME STORED REDUCES THE t0*ni BASIN STORAGE ~ACf1Y. REMOVED SEDIMENT SHN.E BE DEPOSITED IN A SUITABLE AREA RT SUCH
18 1 170 15' X 15 ~ 4 f7. 5 FT. vaunt: ro oNF-HALF THE oR~e+AL crPACm REMOVED sEa , A Mp~pIFR THAT iT WILL NOT ERODE. I~
19 270 8 X B " ~ 5 FT ,5. THE BASIN SNNL BE INSPECTED NiER EACH RAIN AND REPNR F/VCN RNN AND REPNRS MADE AS NECESSARY. I OR FLITTER i I '
- - 4 f l 5 F7 ALL CUT AHD FlLL SLOPES SHNl 8E 21 OR Fu 20 _ 36Q 9~ X 9~_---' CONSTRUCTION SPECIFfCATiONS: EMBArxMENTS sHAU BE SEEDED oR oTHEavnsE sTAeIUZED EMI HERWISE STABIIJZED iMMEUWTEIY UPON COMPE.ETiON
10 ~ X 10' ~ 4 ~ 15 FT. , s CLEAN ouT sT,ixES sNUL BE PucED IN ALL SEGMENT eAS~+s 21 468 ~ ALL SEDIMENT BASINS AT THE lOw POINT ~N THE BASIN `HE STAxE SHALL BE V OUT POINT, IN THE BASIN - - I. ~ '
4 FT 15 F-T f CLEAR, GRI18, AND STRIP THE ARFa UNDER THE EMBANKMENT OF ALt VEGETATION ANO rAAHKm sHO+wNG THE w~LF Fuu. cLFaH ouT PaN . IN _ 22 252___ ~ x___,.___--_ - _ ~ ROCT MAT. REMOVE ALL SURFACE SOfI CONTAINING HIGH AMOUNTS OF ORGANIC MATTER ENGINEER To ocslGN voLUME of BASIN IN AccoRwHCE Wrn+ - - 13' X 13~ I 4 15 ~ AND STOCKPILE OR DISPOSE OF IT PROPERLY HAUL ALC OBJECTIONABLE MATERAL TO HEALTH AND NATURAL RESOURCES, FliosKlN AND s~GUETNT Cot IN ACCORDANCE WfTH THE NORTH CAkOLJNA DEPARTMEM ti! ENVIRONMEN' ~~-_~(~]$QL-.I?I WNING ~tfQ. DESIGN MANUF„ ,i L. I.
I~
23 -.._._..__792_..------ ' _ _ i 11 ~ X 11 ~ I 4 FT 5 PT i THE DESIGNATED DISPOSAL AREA. ____(_.---.--a Y VEGETATION i ' ~ I I
_ _ __-630 - I ~ 10' X 10' ~ ~ F>-. 15 7 E"NSURE THAi FlLL MATERIAL FOR THE EMBANKMENT 15 FREE OF ROOTS, W000 ~5 I 504
_ ~ . - JRGANIC MATTER, ANG OTN,ER OBJECTIONABLE MATERAAL PLACE THE Fill 1N LLFTS NOT TO 2b I 1,116 1 ~ X 10 4 ~ ~ ~ 4 ~ 1 HES AND MACHINE COMPACT IT OVER F1ll THE EMBWKMENT 6 INCHES r0 I I
L _ --1------- _ 1---- - - - _ EXCEED 9 NC ALLOW FOR SETTLEMENT
3. EONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION
* DIMENSlUNS 1G' BE Ar BETWEEN THE RIPIRAP AND THE SOIL fROM PiP!NG BY USING FIVER FABRIC OR A KEYWAY WA,.HE(? : ~'NE
INVERT ELEVA>iCIN (TYP. j CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL ~r'LACE THE FILTER FABRIC BETWEEN RIPRAP AND SOLI. EXTEND THE FABRIC ACROSS > I~ , 'OP OF BERM = `h~:i~5~
SPILLWAY FOUNDATION ANO SIDES TO THE TOP OF THE DAM; OR ,r rMERGENCT SF~~L~~ N'~ - 5?9 Z5
' EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT F i_ i r- t_. ' li 5EDlf~IENi ~ L a n -
5' MIN. ~ LEAST 2 FEET DEEP AND 2 FEET WIDE WITH i I SiDE SLOPES. - ~ - ~I ~ I I I I-- ~ I~ ST1~RA~E ZONE 'I i n ~ ~
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO -III-- _ _ i.- ~t~w I ~ ~ ~n $Q N 18" CORRIGATED ME~Ai. PIPE ~-j~• ~ ~ I
FACILITATE SEDIMENT CLEANOUT. T , z ~'~r ~ C~ 3.75 (OUTLE~ !N`~ - O~~ N; h'NL fil "''M ~ L
1 " [AVER OF 1 /2 "-1/4 " - ~ AGGREGATE Tn i 5. Atl CUT AND FILL SLOPES ARE TO BE 2:1 OR rGITTER - I l i l i-' i--- ~
` i- ~ -2.1 SIDE SLOPE I - I _ _ _ l - (D'ptCAL) ~ ? ?}{qi THE STONE DRAINAGE SECTION OF THE EMBANKMENT HAS A MINIMUM I ?9~ ~IAXIMuM SEDIMEN? DEpTFI
~ _ ~ 6. ENSURE ( ) i'i a INTT - fi~,E~ FABRIC BE~~tiE~-N ~If' iCl_EAN 0., 0 ~If.r~pp :ILTER ANl? SUi;
I--- ~ 1- 1- ~nl;~ WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM OF . - ; I-_~ _ ~ f1LTER FABRIC BE7WEEN I 1HE SPILLWAY SECTON. 4NTi-SEEP ~ I
I -I I I-I - ' RIPRAP ROCK AND SOIL OLLAR ' ~ i ,LASS RIF RAC
~~i ~ ~ - ~ I I --~1 I - ?CONSTRUCT THE MINIMUM ffNiSHEO STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE ~ ~I ~ i I I ---I I - . - - ~ ' ' _ PUNS WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP Of THE OVER RCLED EMBWKMENT.
~ ~ -I I I I_- I - I- I i - ~ I _ _ OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF I I ~ I I i . _ _ _ ~ _ _ _ K P THE THICKNESS I I _ ~ I EE -0R GRADItiI ~tE. l~r1L ~ ~ I:;~NTROL P~~..4fv' ~I
~-I - - ~ - _ ' ~ i I i:_ - I - Ili ~---_L ~ = I - I - - - 21'. WEIR MUST BE LEVEL AND CONSTRUCTED TO CRAD£ TO ASSURE DESIGN CAPACITY. I .Ili I I . , 1I , ,II_ _I __,,__,II-II. I ~ i~. III III ~ , III III iII III III II
( ' I' ~ ~ I R USED M THE STONE SECTION SHOULD BE A WELL-GRADED MIXTURE OF STONE MATERIAL
~ WITH A d50 SEZE OF 9 INCHES (CLASS 8 EROSION CONTROL STONE TO BE USED) ANO A IATURAt GROUND - ~;I- MAXIMUM STONE SiZE OF 14 INCHES. THE STUNE MAY Bf MACHINE PLACE AND THE
S,~NL SEC. ~.ti SMALLER STONES WORKED INTO THE VOIDS. 5r[,NES SHOULD BE HARD, ANGULAR,
AND BE HIGHLY WEATHER-RESISTANT ASIN TB IMEN ED RY S
9- ENSURE THAT THE STONE SPILLWAY OUTLET SE('RON EXTENDS DOWNSTREAM PAST THE TOE PORA TEM
OF TH£ EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTtf? VELOCITY iS tAiERCENCY BY-PASS 6" BELOW ACCEPTABLE FOR RECEMNG STREAM. KEEP EUGES OF FHE STONE OUTLET SEL'TiON FLUSH Iti.T s :E ~n~i I I
WITH SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STREAM THE SETTLED i0P Of DAM , i
AVER FABRLC BfiWEEN OVERFILL 6' FOR _ ~ ~
RIPRAP ROCK AND SDI[ ~ SETTLEMENT ~ 10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT
SEE CHART \ FLOW WILL NOT pAMAGE THE EMBANKMENT. FiL(- ~ - OR MINIMUM ~ ~-2.; SLOE SLOPE
11. STABILIZE THE EMBANKMENT AND All DISTURBED AREAS ABOVE THE SEDIMENT POOL AND ' (MAX 1
_ _ DOWNSTREAM FROM THE TRAP IMMEDIATELY AF1ER CONSTRUCiION. -4- - - - _ ~ - - - _ -
_i , ~ I _ _ _ - ~ _ _ = I
z - - - I - I -I MAINTENANCE: - I _ _ ~ = i-I I_? - _ - _ -
~n ~ ~ - - - I = --I ~ I INSPECT TEMPORARY SEDLMENr TR~4P5 AF(EH EACH PERl00 OF SIGNIFLCANT RALNFAll. - I I III-III- - ~ 3' MpV. - ~ , - I ITS RiCINAI JIMEMSIONS WHEN THE SEDIMENT _ _ - - - _ I I --III- REMOVE SEDIMENT AND RESTORE THE TRAP O 0
- i-I _ f ~ 1 ~ i- ,I I 1 P I --I I N - F THE DESIGN DE TH OF THE TRAP PLACE THE SEDIMENT I - I I A UMUTATED TO 0 E HAL I - - _ _ , HAS CC
_'I I I ! I__ ~ ~ _ ~ I ~ _I I ~ _I ~ I ' I I THAT I$ REMOVED LN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMiNAIED PAX. ~ ~ , ~ _ :---I . i ( ~ r ~ N R PiPiNG. I_ , ~ I 1 ~ _ I ~ _ _ _ _I OF THE GRAVEL FACING. CHECX TNf STRCU. L!RI FOR DAMAGE FROM ~RO510 0
~ ~ AY T ENSURE IT 1S A. MINIMUM OF L5
NATURAL GROUND? 1'1 SLOE SLOPE (MAX.) PERIODICALLY CHECX THE DEPTH OF THE SPiLLw O • FEET BELOW THE LOW POINT OF THE EMBM'KMi M: IMMEDIATELY FILL ANY SETTLEMENT OF vJ c TC F+ sNUUCJ ,-iAVE ~ ,tiC ''uD;NA;. Si 0~'t C~~ ' L
,_r _ ,_,T THE EM(ANKMENT TO SLIGHTLY ABOVE THE DE`~IC.N GRADE ANY RIPRAF DISPLACED FROM THE I ,~1N( SL ~ ' 1ON SPILLWAY' MUST EIf REPLACED IMMEDIATELY A/ . ER ALC SEDIMENT-PRODUCING AREAS HAVE SEA ~GNA..i_. St~DiNG MiXi!JR[S n a„ ~~.ATt. ~ aPr'L cg1_(n~
BEEN PERMANENTLY STABILIZED, REMOVE THE siRUCTURE AND ACL UNSTABLE SEDIMENT L_~
SMOOTH THE AREA TO BLEND WITH THE ADJOINrNG AREAS AND STABILIZE PROPERLY y' ANkA Seowne ~Er:P~i~ny mlxtwes arv ~Otes + ;~t~~~r shah t'~ as fo+lows '?tt'S :!(e 'r OW D15rURHEL- pounds ;;Rr 1000 square feet y ~ r n , Y w.r~, p e,~ ~r, _4,r~nn
COMPACTED Seed FicJ w~~r ~ nL~ht (J( wc7 Or St 7'~ r v, IYw w ~^7 I i'I i ~ the .Pq~„~,,, pe~~ 'q r ~wr~; 1 ~ ,r r~ ~ a~r a c .
NT TRAP ~ ~ SOi% TEMPORARY SEDIME i _:.i i ~ - ; _ I , i ~ ~ i i _ i.., ~ , ~ r + + ~hP ~~iJ+E i;.~~ F ~7 'i+'P-B' it :~(Su0° +t' ~ 7 P ~S _~h ~ _ I ~ ~ ~ _ ~ ~s af~:e ~e eale~eo oy y
~ ~ , - I + , - ~ ~tl E ~ rho,. ,~r~+ ,~f..w,Tv Yr~i~ L'P, t PO~P'7 ''kB P,,"(]DirS,h01 JCw(S f , D' ,MIIV ~ D(i. ~es L,~' s r., ,~+,pes, seeC _
l ' i - 1 i `~I i ~i- 1~ ~r- , ~ - ~ - ~I I E I i , ~
I--{ i f--~ I _I I- ~ I I
NATURAL GROUND
MAIN'4iNf C iAWNS ` 6 Kertu!'kr ~c~scue Nn iI
Z ~ Rye ,>>o'o
'00~:^Ie
COtd ~TRUC'T10N SPEClf'C iION Sr'EC!f CA ~~Nti: p ;w~,C;,' ,~;,n )rP
IJN;Mi'ROVEL AR'AS
i- REMOVE ANU PROPERLY u NU PROPERTY DISPOSE OF AC1 I~R{E s~~~5t, i'UMPS AN!! i.''ut~ 7B~F<''Ut;Al3f ~41A7L",R'AI_ 4 N Ken',uckr 'PS'+,e No j'
FILL AND CJM,~ACl TO NAI~U ~ T 1~•'q i, a, i nI ~('ait- r r, A.(i :C T4~~; 'yY'.1 ~F !'Rr ~jF-^ 2 Ry, ',~0 I~rACT, ; 0 NAB u_A( .>RUJN;, t ~ EL _ , A,-,_ J , ~ _ , , l~ ~ ~P. (ti~~l e( ,4 1~1 !I~~
AY MACHINERY.
- USED SC150 NORTH AMERICAN GREEN LINER ~~k '~;,pPr;,h,,~c~~ate
ENSURE THAT THE CONS TI T ~ ~ 'T~ HAr lHE "ONSTRUI "Fu CROSS SFCI'~r~r~ t't?: A,+ GEC+('"i N~(~LN~rt~f~ti..~ ~.ar y f~ ~ Fi,, ~ i<< r ~~'N~Mr'ROVEG ARLAY~ i(~'t`> ~;k1_,A!E , ~ . ~ T AR.
2 N ~
3. Ai ~ DITCHES SHOULD BE 'ES SHOULD k3E MA 'NrhJE COMT'AC%fD 4 ~r_+~E e+: espeaez _ c ~ I've ,ra
i' ;--NATURAL GRADE I iu ~ e,, I,rF~, ~ '0
4 ENSURE THAT THE J-- ' HAT TyE 'L~~:;)F ?hE r)ITCFt iS N'(,1 ~ , W:_'~' A' APJ"' P(i "lT rHr7h Th'~ ;>E a ,"v 'Lt t/AI Oh FLOC' ~0 k . -r
i ~ THE SPECiTIED SETTtEMFN:' . I D SErrtEMfh'r AF7Eh' ;T HAS BEEN (~Iti+'a'TE6'
EHF'~AGr ~ iHL(':
5. CEA'VE SUTFlC1ENT AREA A - pFlC1ENT AR'FA ArOPJ6 ~Hf. Dr]CH TG +'1 ~~!,J!'~ MA; TINE Rt r,~'Ai)I'v; A'~"D ! AhvUU( _ MAih'.'ArNEi.' A'~;ti,,; I
i, Nr?uCke ~escue No i1 _
~ ~ E IMMEDIATELY SEED ANT; AT - _ _ Y SFF~ AN`) b~Ut,~r ?%+f !l!r~'1J AF7!i, < ,',i~~tirp~Tl rlr~, 4rC' ,'A9~iiclt 1, ~I.~W "'DP'rrl,'S "v if j/ ^'r+ ;er r L J,
ACGOROANCE WiTN DESIGN N WiTH DESJGN kEQi~I~'EMENTS a NTl,~ pn,,~+e
s _ _ _ ---GRASS l WED BOTTOM , ~'.IM r~?Vt 7 '
AFL JIT~,HL SH(,~,,_~ :,AL +C'~ SH(?C; J hAt'E I'(~S'TNE GRADE Ear l VC ~t~ ~EO,A~If ^'HL ',Nr, FAr ~ 'r4:~~ y F ~ n e^tu. ~ esc~e ~i ~
AND SIDE. SLi?PE n ~,i,a.j(.T~s (Mav ~~Te, -~r,yl t
MA!TJTE_NANCE: ~E: ''il ~ _,~,,e ~
a ,~,,~L,, r,s„r. ire
v INSPECT PERiME-TER D+1Cr Oh T '?II',Y+ ONCE A WEEK AND Af 7r ti =VE?zY R.glNfA(-,. iMMEi)~Q I F; Y i', M >VE~ 5. ,`11ME'V J t F'(?M ~ UETEB L ~
m ~'[~i 1O~ ?.(1' 4 THE FLJW AREA AND REPAIk' EA AND REPAIk' 'HE i)ITCH %'HECk" ~u +~r~ AP~lU MA,Kk 'JMftY ~Er'AI,RY 45 NEi I? s!
`'r ~~G~' ~ O ~.O' .,j AVON' ~v, t ~ Fi)RMATiON. L1'f f-ORMATiON. WHEN TNF AREA AB01/E TEMPORARY rFi71,METf+ 7 rl;r 'S r~E~PMAhF'v~~L`" > a~I <'Yl%~ = ri A -
FlLL ANE SI•AE3l!iZE THE CHAP ~lr' iH CHA~I~NEL i'Q BLE,ND W11h1 rHF N,a'.~NA; )!,'NFA('E n".MAi.~(~.S ~ 3~'iE~I k )N?~_/."On; ' P,+ZE. E ~ , z
I~~..~ '8 U..7,3~ ~ OR O1NER ACT1V-?'~ SHOULI f 'T1Vr,''~ SHOU!u BE ~EFAI'NEL) NEFCRF ~ ; "f;;l (iF <<A%'+ WORK'"vG ~IA+ < tY
;u _ - ~ ~
PDµ 0' 0 ?5' ?4
~rr~ Ar~~r~ A n~ ,r,,.r,. n.. nr-nF? ~rT-rn nn ~rn~ln~i c~E~rn ~ ~ c~~ni~ir_ C(`NF~fI~ ~
1 3 5 t 5 i LMr'uKHK IF-'UKAKY t''LKIMLI LK UIVLKJIUIN DVVi LC >LLVIIVV
- 4j t
24 3
ti
L? i
O PERMANENT D RAI NAG E DITCH DETAIL L W MM IY; CG
3 ~ ~ x
V I c N ~ a
7 i,j