20180582 Ver 2_401 Reapplication_20190412

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 2
20180582
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomevtood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Kaylie Yankura
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20180582 1
20170001 (no dashes)
Project Name: Cashiers Canoe Club
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Jackson
Please upload all files that need to be submited.
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Cashiers Canoe Club Development -401
10.86MB
Reapplication—Submitted 4.12.19.pdf
Only pdf or Igre files are accepted.
Describe the attachments:

Attached is the electronic copy for the Request to Reapply for the 401 Water Quality Certification for the
Cashiers Canoe Club Development. Hard copies of this request have been mailed to DWR (Karen Higgins,
Sue Homewood) and the USACE (David Brown).
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
d1�1�. df6�Y. t!l
Submittal Date: Is filled in automatically.

CiLearWater
ClearWater Environmental Consultants, Inc.
April 12, 2019 www cwenv com
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699
RE: Request to Re -apply for 401 Water Quality Certification
Cashiers Canoe Club
Jackson County, North Carolina
Action ID SAW -2016-00032; DWQ Project # 2018-0582
Dear Ms. Higgins,
CIearWater Environmental Consultants, Inc. (CEC) is contacting you on behalf of the
Cashiers Canoe Club Development (Applicant) represented by Ms. Roseanne Giordani,
in order to withdraw the current 401 Water Quality Certification application (DWQ
Project # 2018-0582). At this time, the Applicant would also like to re -apply for the
certification, and requests that previously submitted materials associated with DWQ
Project # 2018-0582 be retained, and that no additional application fee be required. The
timeline below provides a summary of the current application status and the withdraw/re-
application request.
• On April 24, 2018 CEC submitted an Individual Permit application for the
authorization of impacts associated with the dredging of Cashiers Lake and the
Canoe Club Development. The Division of Water Resources (DWR) confirmed
receipt of the application on April 26, 2018. At the time of the application,
Lofquist and Associates, Inc., were the lead engineering and land planning
consultant associated with the project.
• On June 6, 2018 DWR sent a Request for Additional Information and stated that
the application was on -hold until all requested information was received.
• In September 2018 LandDesign was retained as the engineering and land planning
firm for the project. LandDesign also began redesigning the lake dredging and
stormwater components of the project in order to reduce proposed impacts and
resolve issues identified during state and federal agency review of the project.
• On October 30, 2018 CEC responds to DWR's Request for Additional
Information letter.
• On January 10, 2019 DWR identified additional project concerns via email.
• On April 4, 2019 LandDesign updated the Cashiers Lake Dredging Plan. This
plan is included in Attachment A. The site impact plan (Attachment A, Figure 3)
has also been changed and the Applicant has removed the hotel from the project.
The Applicant instead proposes a residential development within the previous
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel

Ms. Karen Higgins
4/12/2019
Page 2 of 2
hotel location. The revised site plan is also included in Attachment A. DWQ
approved the stormwater plans for a portion of the residential development,
labeled as DA #1 (Attachment A, Sheet C2-00), on May 14, 2009.
• The residential development identified as DA #2 (Attachment A, Sheet C2-00) is
planned in place of the hotel. This residential area is subject to ORW stormwater
rules. The Applicant will submit a stormwater treatment final design pending
issuance of the 401 Water Quality Certification. The proposed stormwater
practice will be similar to the already approved DA #1.
The Applicant believes the information submitted in this letter is sufficient for re-
applying for the 401 Water Quality Certification. Should you have any questions or
comments concerning this project, please do not hesitate to contact me at 828-698-9800.
Sincerely,
Gr.
/Kaylice A. Y a
Project Manager
1PA(;Ud
R. Clement Riddle, P.W.S.
Principal
Copy Furnished:
DWR, Winston-Salem Regional Office — Ms. Sue Homewood
USACE, Asheville Field Office — Mr. David Brown
Attachment A — Revised Cashiers Lake Dredging Plan/Stream & Wetland Impact Map
Attachment B Stormwater Permit No. SW1080801 and Approved Plans

Attachment A
Revised Cashiers Lake Dredging Plan (April 4, 2019) &
Stream & Wetland Impact Map, Figure 3 (April 12, 2019)

CASHIERS LAKE DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC
DATE: OCTOBER 29, 2018
SHEET
INDEX- VICINITY MAP
PROJECT TEAM
SHEET NUMBER
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PROPOSED PROJECT SCHEDULE FOR DREDGIN CASHIERS LAKE DAM IS TO BEGIN CONSTRUCTION ON APRIL
2019 AND END BY LATE JUNE 2019. THE SCHEDULE IS IN PLACE TO ACCOMMODATE THE TROUT WATERS AND
AWNING SEASON. THE RESERVOIR WILL BE FILLED BACK TO NORMAL WATER SURFACE ELEVATION DURING
THE END OF CONSTRUCTION BUT BEFORE JUNE 30, 2019.
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1. THESE DOCUMENTS COVER THE IMPROVEMENTS TO THE EXISTING CASHIERS LAKE. IMPROVEMENTS ARE TO 11. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL
INCLUDE EROSION CONTROL AND GRADING. A GRADING PERMIT WILL BE OBTAINED FROM NCDENR. .. 6. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER
2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN PRIOR TO PROCEEDING. THE EMPLOYMENT OF LANDDESIGN.
ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN
DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE 7. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED 12. DEMOLITION WORK SHALL NOT COMMENCE UNTIL GRADING PERMIT HAS BEEN ISSUED.
RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE
FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.. THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 13. THE CONTRACTOR SHALL VERIFY THE NATURE AND CONDITIONS OF THE SITE.
3. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING 8. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR 14. ALL WORK SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS AND SHALL BE
DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. PRIVATE, PRIOR TO WORKING IN THESE AREAS.. SUBJECT TO INSPECTION AT ANY TIME BY REPRESENTATIVES OF THE OWNER, THE ENGINEER,. AND THE N.C.
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR
WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE CONTRACTOR IS TO COORDINATE FULLY WITH THE OUTSIDE THE CONSTRUCTION LIMITS. - 15. ALL CONSTRUCTION SHALL BE SUBJECT TO TESTING AND PERFORMANCE CHECKS BY THE ENGINEER AND
UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION REGULATORY AGENCIES.
CONSTRUCTION, AND EXCAVATION. 10. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED
FROM INJURY.
5. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK ASSOCIATED WITH UTILITIES TO
BE COORDINATED WITH APPROPRIATE UTILITY COMPANY.
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DRAINAGE AREA SUMMARY:
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18.00
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671.81
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0.4865 HR
SHALLOW CONCENTRATED FLOW
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10.5❑/❑
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DRAWN BY: MBT
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SCALE NORTH
VERT: N/A
HORZ: 1 "w500'
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SHEET TITLE
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GENERAL INFORMATION
1 TOTAL PARCEL -89.34 ACRES
2 DEVELOPER CANOE CLUB DEVELOPMENT, LLC
PO BOX 3008049
AUSTIN, TX 78703
3. SEWAGE DISPOSAL SHALL BE BY(TWSA)
TUCKASEIGEE WATER AND SEWER AUTHORITY.
4 THIS SITE IS WITHIN THE CHATTOOGA RIVER
BASIN AND IS CLASSIFIED AS OUTSTANDING
RESOURCE WATERS
5 THIS MAP IS FOR MASTER PLAN WATERSHED USE
ONLY ALL INDIVIDUAL SITE DEVELOPMENT SHALL
SUBMIT PERMIT APPLICATIONS WITH DETAILED.
DESIGN OF EROSION CONTROL AND WATERSHED
DEVICES IN ACCORDANCE WITH THIS PLAN.
6. SOIL TYPES INCLUDE: EtlC, EtlD, NkA, SyA. W, WtB
7. THE GOVERNMENT OFFICE HAVING JURISDICTION
FOR WATERSHED PROTECTION AND THEIR
ASSIGNS WILL HAVE THE RIGHT OF ACCESS TO
ALL PERMANENT WET DETENTION AND/OR ALL
WATER QUALITY BMP'S FOR INSPECTIONS AND
MAINTENANCE ENFORCEMENT.
8. THE PROPERTY OWNER WILL BE RESPONSIBLE
FOR MAINTAINING THE COMPLETED PERMANENT
DETENTION AND/OR WATER QUALITY BMP'S AS
DIRECTED BY THE GOVERNMENTAL OFFICE
HAVING JURISDICTION FOR WATERSHED
PROTECTION,
9, THE PERMANENT DETENTION AND ALL WATER
QUALITY BMP'S SHALL HAVE FULL DESIGN
VOLUME AVAILABLE PRIOR TO ANY ISSUANCE OF
CERTIFICATES FOR OCCUPANCY FOR SITE
AND/OR PRIOR TO ANY PLAT RECORDATION FOR
THE SITE. THIS MAY REQUIRE THE CLEANOUT
AND DISPOSAL OF SEDIMENT, ETC.
10. THE CONTRACTOR SHALL SCHEDULE A PRE
CONSTRUCTION MEETING WITH THE LOCAL
WATERSHED ENGINEER, WHEN A PERMANENT
DETENTION AND/OR A WATER QUALITY BMP HAS
BEEN CLEARED AND THE BMP HAS BEEN FIELD
STAKED.
EX. PROPERTY
LINE (TYP)
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EXIST. WETLANDS TO
\ -_... BE PROTECTED
NPROP. 80'BRIDGE CROSSING
30 GRWBUFFER
EXIST.
_ '" - ... ..� BE PROTECTED .. � .� \ �., � / : I �". '--...- \./ �, ' / •- / .' /' / / �,,..,
r 1
PROP. 80' BRIDGE CROSSING
80 LONG, 14 WIDE ONE WAY PIER
' / \ SUPPORTED WOODEN BRIDGE
BEFORE YOU OIGICALL 1-8 CENTS
N_C_ONE-CALL ALL CENTER
trs THLAV
VI
Ll
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LandDesignm
100 S. ORANGE AVE SUITE 700
ORLANDO, FL 32801
407 270 7800
W WW.LANDDESIGN.COM
ENG. FIRM LICENSE # C-9520
SEAL ....^ ry
\\\111 I.III/l,
"x"ES.IG1y'�.
CORPORATE
sFA1
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""IIInlluno`
PROCASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, INC
LANDDESIGNPROD4
8118068
REVISION / ISSUANCE
DESIGNED BY: MBT
DRAWN BY: MBT
CHECKED BY: RRW
SCALE Nof
VERT: N/A
HOR2: 1"=100'
IIIIIIIIIIIIIE:AIIIIIIIIIIIIIIIIIIIIII-_.:_...:_
0 50' 100' 200'
SHEETTRLE
OVERALL MASTER
WATERSHED PIAN
SHEETNUMMR
C2-00
DRAINAGE
NEW
IMPERVIOUS
WATERQUALITY
WATERSHED
DA
AREA (AC)
LAND USE
IMPERVIOUS
IWO DESIGN
TREATMENT
CHATOOGA
PERMIT
(AC PER PLAN)
BUA)
REQUIREMENTS
RIVER
1
37.10
RESIDENTIAL
6.85(18.5%)
17.13(30%)
.0" (HIGHDENSITY)
(ORW)
SW 1080801
2
4.79
COMMERCIAL
744 (30%)
1.0" (HIGH
(ORW)
FUTURE
/ RESIDENTIAL
DENSITY)
3
9.76
RESIDENTIAL
-
2.93(30%)
1.0- (HIGH
DENSITY)
(ORW)
FUTURE
4
819
RESORT/
-
2.46(30%)
1.0- (HIGH
(ORW)
FUTURE
RESIDENTIAL
DENSITY)
5
0.83
OFFICE/
-
0.25(30%)
1,0" (HIGH
(ORW)
FUTURE
COMMERCIAL
DENSITY)
PROP. 80' BRIDGE CROSSING
80 LONG, 14 WIDE ONE WAY PIER
' / \ SUPPORTED WOODEN BRIDGE
BEFORE YOU OIGICALL 1-8 CENTS
N_C_ONE-CALL ALL CENTER
trs THLAV
VI
Ll
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LandDesignm
100 S. ORANGE AVE SUITE 700
ORLANDO, FL 32801
407 270 7800
W WW.LANDDESIGN.COM
ENG. FIRM LICENSE # C-9520
SEAL ....^ ry
\\\111 I.III/l,
"x"ES.IG1y'�.
CORPORATE
sFA1
h ...........
..0 p,1,
""IIInlluno`
PROCASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, INC
LANDDESIGNPROD4
8118068
REVISION / ISSUANCE
DESIGNED BY: MBT
DRAWN BY: MBT
CHECKED BY: RRW
SCALE Nof
VERT: N/A
HOR2: 1"=100'
IIIIIIIIIIIIIE:AIIIIIIIIIIIIIIIIIIIIII-_.:_...:_
0 50' 100' 200'
SHEETTRLE
OVERALL MASTER
WATERSHED PIAN
SHEETNUMMR
C2-00

LEGEND
- _ -._. PROJECT BOUNDARY-..�..-
---------------------
_-__ -I f
' DENUDED LIMITS
__.-____
1 1
JRM
1WAGEMENTLLCEXIST. LINE/ROW
---- �\
FILL VOLUME lNi R F rLt _ / /
' r \ .EXIST. EASEMENT -.. _.. _.. _.._
PROP. AREA OF ISTURBANCE -" _- _. _. E ESi((O
1 APPROX. 1,000 CV
FOR LAYDOWN D. FORE6AY -.. ._ ' ` I + I _ ____ ____
—. CONSTRUCTION AND MAINTENANCE ACCESS -i , CANOE POINT LLC SALTMARSH \ /'' / , \�
CAFE FAMILY LTO MCCARLEY ',, , /' / V I CASHIERS VILLAGE LLC ��
n
' I ` 'ir 9 ` EXIST. MAJOR CONTOUR - Bm9
POTTS ( PARTNERSHIP a•'•� - l MORRIS `� MATERIAL HAUL PATH r I CAN_ OE POINT LLC % 1 �r
WHITE I MARSTON/, ` �'. CASHIERS VILLAGE LLC 11 r • . EXIST MINOR CONTOUR --39T1
r - , NON -TREATED TIMBER 1 1 I + •��� '
2^ IMPACTiH3 1951-1988 MATTING OR RIP RAP AS , ' j ' .--'' - - �.!••��V\
U74 PROP. WETLAND FILL SURVEYED SEDIMENT EXIST. WETLANDS - ' NEEDED TO CONNECT , A I / , -. s r' EXIST. TREE LINE
B4To�/� (1951-1998)-0.36 AC ENCROACHMENT INTO : y TO REMAIN �, DREDGE AREA TO FILL AREA
CASHIERS LAKE EXIST. STREAM
��APROP. MATTING /� i� •• , // .� - EXIST. WETLANDS F:===3
FOR STABILIZATION
-"V
'w$ -a• P-�RO�JE-•CT•BOUNDARY •\
x l / 30' ORW BUFFER
_-.-�._--.�-_-
A y y TEMP DIVERSION DITCH IVERSIOr\
DITCH #2 (SEE ET
DENUDED LIMITS a` / y / ' ' \ / t PROP. MAJOR CONTOUR
C3-04 FOR DETAIL 342a
ESTABLISH NEW BASE CHANNEL. AREA -15.29 AC 0
1 Z 0.21 AC OF STABILIZED TEMP. DIVERSION DITCH #t } % / / r' ✓j ,
O ' GRAVEL ROAD BED TO (SEE SHEET C3-04 FOR DETAIL) J xV IMPACT #3 -PROP. BULKHEAD // Y„y,/PROP. MINOR CONTOUR Dar,
REMAIN IN PLACE AT AN /
ELEV.OF ±3,469- FOR 14%\ & WET LAND FILL 0.10AC I / , r`� \
V', A w MAINTENANCE OF FOREBAY ”
/ A BUMGARNER PROP. SILT FENCE
I
/ /
�� // TSBNDARY 6.53 AC
f
TEMP DUAL 48"CMP 1 ) / BOUNDARY 6.63 AC y�',,/J `�V PROP. TURBIDITY CURTAIN
} - FOREBAY x'/ r ( i
cM1y ." 30 LF A41N 1.0°h," IMPACT #10 •PROP. DREDGING �
!- E WETLAND(1951-1998)-S28AC�� RO ERS \
L 30' ORW
ir�r IMPACT#1 PROP OPEN / FILL VOLUME , BUFFER (TYP)
TWO (2)EXIST. J., ,, ������/-ro, �, DUAL 48 CMP v� ,a WATER DI$TU{2RAiJCE 3)I ;.; .; APPROX. 9,000 CY,
ELLIPTICAL END OF ^uw� �� � �' 30 LF Q MIN t.0°h v A { , f, `?x . V •;
81"x 59" CMP-�+ &46e ,/:'„” £ ✓ s „ dP BULKK SEM fy;;'...` PROP.15' CONSTRUCTION
BULKHEAD
y v A
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T Op`WA41- %' COLLINS
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PROP. BULKHEAD & .. TOTAL DA- 10.34 AC C3-09 FOR DETAIL)
RY
WETLAND FILL DENUDED DA-6.11AC
✓'>.}xif \ .,+ 4P'. -a (1951-1998)-0.21AC
.. y .. .. .. .. .. ,.. .. I PROP. 24' ; _ _......
O K y'*r -, DREDGE CUT VOLUME ( STONE WEIR y -,a 3iMPACL#2'- PROP - r
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RIVE
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PROP. BULKHEAD '� c €,;
wrc¢ G41 ..� -:.�-,.� 'S TOPOFWALL:3474' , ,'L,?f/A3ER FILL 052 AC i.h x e+' 3`��"`�v C3-04 FOR DETAIL) f
-._ x 5 O EXIST. . w a' 3 x EXIST. WALL TO _ A A
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r" \ SEWER EASEMENT ------
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�
EXIST 20 ESS
01
EXIST. SANITARY-? EASEMENT
1
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SEWER EASEMENT <1
IMPACT #9 DPCKTO
PROP. WETLAND FILL 'b - ,: ,."',. e:T , ERE. OVED .jE2"g ;"„
[PACT PROP. DREDGING ;, '::.. ,�' 'ay.yy. \ HOLLEY 1^ \
(1951-1998)-0.03 AC
1.
WETLAND (1998 -PRESENT)
% yvTs. \ MATTING`O$RIP RAP AS ` -
,...'r„'o-fS,_`
TE
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C3-04 FOR DETAII-)'. ,. .f.'t: s, 1 (TyP) u' tt G /I , I / _________FENCE (TYP) (� C3-04 FOR DETAIL) /
t ., PROP. WELL \ 'HOUSE �Ni ._
',
/ y y 4 \1 PACTS -PROP 1; '1 3 I t
PROP. NON -TREATED TIMBER'.'. /\\- 1�1. LUME
APPROX. Y2, 500 CY I \
MATTING OR RIP RAP FOR / •.•� \� 2 1
�.. \ TEMPORARYCAUSEWAVAS
\� \ NEEDED TO ACCESS ALL ENDOF'��_�
�
\
DREDGING AR BULKHEAD".... / ">`, ' 'z,. L , " , .; r r i'¢$'. ,.,.—/..� ;... ,�\\3.
TO BE REMOVED AFTER DREDGING - , J"`. I \
\ /
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STONE WEIR
r wp,3
199&PRESENT /'. ,.
\ \A EXIST. LAKE EDGE , " .,:, , . :.' < . ..,L s
SURVEYED SEDIMENT , .jPRQP $LS�C3,41jEA6
JACKSON COUNTY - \\ ENCROACHMENT INTO h1, 4 R7` p I,
O bPW 'L.k3/ CW AIN P J + / EXIST.
�, ,?; •,,. \ CASHIERS LAKE
GRAVEL
FILL
I
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i, -_. L . / / I TEMP. SEDIMENT�_E
NEWTON + EXIST. DOCK T / '/>
,., r .,, , I ' NUDEDD LIAlITS G
\� ` PROP. 15'CONSTRUCTION % OP DASIN#2
, ` / / BE REMOVED '" =? f O A / SUPER SILT
/..,. • ; `. J ACCESS ROAD (TYP) i / w _.. 1 �'w I /�O/ /� / / j��'� / AREA 3.5 AC ..FENCE (TVP) TOTAL DA -6.53 AC
TSB #1 DRAINAGE AREA - i A
- 1 11 DENUDED DA 2.9 C
C BOUNDARY 10.34 AC. ! ` `...\
' ♦ '+ �.�'", iY `�1 PROP. SILT FENCE (TYP) � / _-�� ,": ., "h=:„'"t`-;a,. ,e,�-- SH)�yAT�vr •,% \\ v \ � / / \ ,�
1 (
r _
, - / i- - 1.',.. _ EXIST. FORCEMAIN . \ -�. \\ I \
n3d ,: a r' "" x _ ,'.,�_ __ _. _h,. EXIST. OVERHEAD 4 EXIST. WOODED AREA
' •.? U2? ` ,x \ -; i.� y `;' EXIST. GRAVEL ROAD . -.. _ _. __ _. - -_ (TVP) , \,�}; UTILITIES (f1P) / I -
'�,-\ ♦0, \'- EXIST. GRAVEL DRIVE (WIDTH VARIES) `. • `\ J'' ------------
EX
__-"'
h
-..3UTRO PT
BUFFER
i�U
r\y, ST. BUILDING BUFFER(TYP),S� (TYP)
-
I
\ ,..?, /.;°, ,.. ,.,;;. , o -p;} -i. •� _` , v.'- ,:-•" „yr,..� ,' a .. / EXIST. 20' SANT ARV
`•`S.� .,.? si , 1., / ;;;'. / , v, \ EXIST. BUILDING } x -. -
\�.�tiEWER EASEMENT
\ ':aNi�'X'^'vlr r: c•' F! £ ,, ,t.,,/' / ..\ :, 'r _k=:_ (TVP) `.,..., .r.J 3:, McCALL
{
EXIST. WETLANDS
P / J
/:;')_/ .,°*+% ,y.,: , %:! ;) EXIST. i6'SANITARY rte" j.. y`?\\ • ,
x
�� -- .'"" - I a EXIST. GRAVEL ROAD,,.,
" ,= rq -_. SEWER EASEMENT
JACKSON COUNTY ' �•♦ t(fy .. j{! V (WIDTH VARIES)is
-- 6 X4 f
COMMANDER LEHN LLC •. `»
I
-------------
/)
,\.... i /-------
V j/ • i/ROGERS
'f _ -
I '' /' 30'TROUT
I,�x.) \ \ _` '.J`» BUFFER (TYP) �x4 ____ t \ �30'TROUT )i /
"-- .` \ / ,; ` Y�_ \.\ \I� .. P 13UFFER(TYP) _ 8 - , i
\... �� CASHIERS ) r>,>n \._. /y r \ \'\ -_. _"ems. _/ -�..
,DEVELOPMENT LLCS'.,,,'t >, \/ �y \ y�� �1 \���(, Y
' V A �
/
—— — p
-� .. O ��lJ - I' ' / • �. v�-EXIST_STREAM P
I, x EXIST. BUILDING �1\ \ RV ) - /.-�' •.: 0
NOTE: CULVERTS AT THE ROAD CROSSINGS - rc \xx, / TYP)----
THE CULVERTS SHALL BE RCP TO PROVIDE -----------
NOTE:
— J/ / ; �}�_ • '�.��'
{
MOVEMENT OF AQUATIC LIFE. SUFFICIENT
WATER DEPTH SHOULD BE MAINTAINED IN
r; `� A �. _• � �. `Gv /I: III � • -
�x p
1 ,
ALL FLOW REGIMES SO AS TO
ACCOMMODATE BOTH THE UPSTREAM AND
, _ \ _ _ _; '
- r
,.�• WHELAN
DOWNSTREAM MOVEMENT OF AQUATIC v..� A� v °; �.
SPECIES. WATER DEPTH INSIDE THE, ! -
CASHIERS
CULVERT MUST BE ADEQUATE FOR FISH TO
\. " �� ~• "�'••, 9cr�� x:?�_._. %1, • ��
BE COMPLETELY IMMERSED AND ALL OTHER I` _ / DEVELOPMENT LLC \ / / BEFORE YOU DIGI
l v -vv v' A / �� NC�-0
ONEALL CENTER
• L
V �') IT VVI
AQUATIC LIFE TO MOVE FREELY. THE )
CULVERT SHALL BE INSTALLED AT THE SAME \ _ �\ �,'` v v v V - / ----
SLOPE
-SLOPE AS THE STREAM GRADE TO MAINTAIN s ' \ ' X /� NOTE: CONTRACTOR TO NOTIFY ENGINEER OF
AN ACCEPTABLE WATER VELOCITY FOR
AQUATIC LIFE PASSAGE AND FOR STREAM 0 ANY DISCREPNCIES IN EXISTING CONDITIONS OR
SUBSTRATE CHARACTERISTICS TO BE
RETAINED WITHIN THE CULVERT.
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LandDesign.
100 S ORANGE AVE., SUITE 700
ORLANDO FL 32801
407 270 7800
WWW.LANDDESIGN COM
ENG. FIRM LICENSE # C-9520
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JEST
PRDCASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC
IANODESIGN PRO!#
8118068
REVISION / ISSUANCE
DESIGNEDBV MBT
DRAWN BY: MBT
CHECKED BY:. RRW
SCALE NORTH
VERT: WA
HORZ: 1"=100'
o so' to6' zoo•
SHEETTIT E
EROSION CONTROL PLAN
SHEET NUMBER
C3-00

1m
-�� - ---- — - _ `- - 8" FORCE MAIN (FIELD WA ER HORIZONTALLY,ORITY�� � "_..� �
_
APPROX. DEPTH TO BE FIELD VERIFIED) j 32}78
E (STING
TRASH RACK
EXISTING 6' X 6 E ISTING 6 DIAME ER
PRECAST CONCRETE / PRECAST CONCRETE MANHOLE
- - t
RISER BOX RIM'. 3472.50
--NV IN -3460.3
INV. OUT: 3460.3 -+. __._. I
_._._.
/ I FIL
EXISTING GROUND — -- HORIZONTAL SCALE. 20 FEET PER INCH EXISTING ROCK - - - - - NOTE: CONTRACTOR TO NOTIFY ENGINEER OF
VERTICAL SCALE: 2 FEET PER INCH
PROPOSED TURBIDITY CURTAIN ANY DISCREPNCIES IN EXISTING CONDITIONS OR
WAVE PROTECTION DESIGN (INCLUDING EXISTING TOPO, INVERT
ELEVATIONS, DETAILS, ETC.) PRIOR TO
\_ \ CASHIERS LAKE
L / / F�- f COMMENCEMENT OF WORK. INFORMATION
\
LAKE ASSOCIATION INC / / /
31 LF OF E ISTING 118"'DIP , ' / / WITHIN THIS PLAN SET SHOULD NOT BE ASSUMED
�\ EMERGENCY DEWATERING PIPE f ff i j i ACCURATE UNTIL FIELD VERIFICATION_
.\ \ EXISTING( PVC COLD INV, IN: 3462.31-
r WATER RELEASE PIPE
SHALL BE BEDDED ON
'CONCRETE PIPE CRADLE MICRO -SCREEN
INTAKE
\ 3b LF OF EXISTING I"PVC COLD �p°/I l /l J / /
WATER RELEASE PIP / !� . 0 EXISTING
4
PROPOSED LAKE DRAIN LEVEL \ INV. IN: 3463.31 �P
FOR DREDGE OPERATION 3467 / ,/ 1 /
\ EXISTING 18" DIP PIPE\ ��, , . y' ��
\ \ SHALL BE BEDDED ON A / DEWATERING PUtifP
\\ CONCRETE PIPEC DLE \\ r AND GENERATOR.
.ON WALKWAY jf
87,5 LF OF
\
.. � .. EXISTING 48..
EXISTING 6X6 I4
PCCP 2 30%
PRECAST CONCRETE
EXISTING WING WALL
RIM,
34B0)� \i, ' j W/ INV :
3458SPLASHAD ,17
�V 'INV CUT: 3462.31
924 LF OF
EXISTING 48
PCCP @ 2,30%
EXISTING T GEWATER SEWER
8"FORM AUTHORITY B" FORCE MAIN (FIELD LOCATED)
G CO A -JACKS,
ENERGY DISSIPATER
\
Ii
EXISTING CULVERT _ /// /
/ I BEDDED ON A.
CONCRETE PIPE CRADLE / 0
EXISTING 6'OIAMETER / I
\ \ m I PRECAST CONCRETE /
CASHIERS CANOE ' .RIM
472 50MANHOLE
/ CASHIERS CANOE )
CLUB DEVELOPMENT 1 ! INV. IN: 3460.3 / CLUB DEVELOPMENT
\ \ \ \ INV. OUT: 3460.3
\ I 1 BEFORE YOU DIG!
CALL 1-8 ALL CENT
N.C. ONE ALL LCE'
IT'S THE LAW!
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LandDesign.
.100 S. ORANGE AVE„ SUITE 700
ORLANDO, FL 32801
407.270]800
WWW. LANDOESIGN.COM
ENG. FIRM LICENSE # C-9520
SEAL .O ' ♦. - A
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SEAL
PROJECT
CASHIERS LAKE
DREDGING PLAN
.CASHIERS TOWNSHIP
JACKSON COUNTY, NC
LANDDEs ON PROJA
8118068
REVISION / ISSUANCE
NO, DESCRIPTION DATE
.DESIGNED BY. MST
'DRAWN BY MBT
CHECKED BY: RRW
SCALE NOreTH
VERT. 1"=2' �.
HOR2: 1'=20'
r0 0
0 10' 20 40'
SHEETHRE
EROSION CONTROL PLAN
SHEETNU.MER
C3-01

TREE ROOT
TO BE COMFIT
REM
ALL R(
GREATER THAI.
SHALL BE REMOVED
SEED BED PREPARATION (PERMANENT SEEDING)
Fen9rzcvshall IN 10.202) astradviii, I Tpa writtenppr Inl the ling wt, a different
mmlyss offrdI , be uosEm dedthe 1 2 2 .1. is roamemAl Admarate ef
application secasted tolAvide fle, some amoVat ofplant hind as a 1020M malgo,
Fnfitirer?opdoesang
}nLer assal mleepellels,shAlIM1 16888As mad 11d] be a,,I.d ar die rate of509
parrelsP rea(56)kgper l # ) Upon wGuettpp w al of d Semen, a dlfftnem
ly'a offmtl.ea, ne, be treal pr ddtire 211rw1. is ressumbardmul11 .of
irpsaaamn admitted to proide 11. mne roma indent food as 159-8 analy>Ir
Fri'lentental 5ee(Itng.
11w birds fated it ppn s shad be flue same ,¢ smwifi,df 9 dngand
Mulching inside 1 fppl tar mal vnry from 251 to 754e per arae ZIGg to 85kg
Is, I..am) The VmAP a, 11, Is(he.%,,)will ad1 d b, Fit E,m., dor
W the time efospoleAmS andd Com,aetor ALI be notified it g ofth rate par ase
(hwmr L total 9 ermyneeded, mrd areas oa ehieh in .,dy the pplenonsal seed
MininermFilings p p t scnottmg of a and seeder shall bd for inarm,sommaig seed
into Pn soil se to present d'stprbanoe of enatng vegelalme A stedkaor(ball and chain)
ma) be med where degree ofslopepxcenns tho we of a sed seeder_
Nlowhtg
Le, amount. Immis,1 ala OWIb 6 irehi (150rmn}
Nati e Orae, Seeding and Matehng shallb Registrant ia secrodencewlb Section IAnn
f he Standmd Spemfivamnr, and v g t t' er s,rQ . t ..,.in sin araion alm0 be
Installed immediately following grade Atablismosed
NOTE:
USE DOZER TRACKS TO CREATE GROOVES
PERPENDICULAR TO THE SLOPE. GROOVES WILL
CATCH SEED, FERTILIZER, MULCH, RAINFALL AND
DECREASE SEDIMENT IN RUNOFF.
TRACKING DETAIL N.T.S.
TREE REMOVAL NOTES:
TREE REMOVAL NEEDS TO BE CONDUCTED IN ACCORDANCE
WITH THE APPROVED TREE REMOVAL AND EROSION
CONTROL PLANS. LAKE DEWATERING SHALL BE IN
ACCORDANCE WITH THE APPROVED PLANS PRIOR TO
REMOVAL OF TREES AND ROOT BALLS FROM DAM.
THE CLEARING AND GRUBBING SHALL BE DONE AT A
SATISFACTORY DISTANCE AHEAD OF THE GRADING OR
TRENCHING OPERATIONS. IN AREAS DESIGNATED TO BE
CLEARED AND GRUBBED, ALL STUMPS, ROOTS, BURIED LOGS,
BRUSH, GRASS AND OTHER UNSATISFACTORY MATERIALS
SHALL BE REMOVED. THE ROOTS AND OTHER PROJECT
WITHIN EXCAVATED AREAS OVER ONE AND ONE-HALF I
INCHES IN DIAMETER SHALL BE COMPLETELY GRUBBEI
OF THE DAM STRUCTURE.
HOLES RESULTING FROM THE GRUBBING OPERATION
SHOULD BE BACKFILLED WITH WELL -COMPACTED SOIL
GEOTECHNICAL ENGINEERS SPECIFICATIONS. THE BAC
SHOULD THEN BE GRADED TO BLEND WITH THE
SURROUNDING CONTOUR, AND APPROPRIATE GRASSE
SHOULD BE ESTABLISHED ON ALL DISTURBED AREAS.
PLAN VIEW OF ROOT ZONE
ONEFOOTFORE
DIAMETER OF
WHI
GREATE
SHALL BE nnnwcu
TREE REMOVAL DETAIL
1-Trit'n no"
TYPICAL SECTION VIEW OF ROOT ZONE
SEEDING SPECIFICATION
MAXIMUM SLOPE LENGTH (FT)'
CONSTRUCTION SEQUENCE
EROSION AND SEDIMENT CONTROL NOTES
GENERAL
1.
CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE PERMITS HAVE BEEN OBTAINED PRIOR TO
300
20%
SEEDING CAN BE USED FOR TEMPORARY OR PERMANENT STABILIZATION. DISTURBED AREAS OF
30%
THE BEGINNING OF CONSTRUCTION, AND HOLD A PRECONSTRUCTION MEETING AND
1.
ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM LOCAL
THE SITE WHERE CONSTRUCTION ACTiVTY HAS CEASED FOR MORE THAN 14 DAYS (OR MORE
50
COORDINATE WITH OWNER, ENGINEER, AND ALL APPLICABLE REGULATORY AGENCIES
1,500
CITY AUTHORITY.S
FREQUENT IF REQUIRED BY THE STATE NPDES PERMIT) SHALL BE TEMPORARARILY SEEDED AND
2.
PROJECT IS LOCATED IN AN ENVIRONMENTALLY SENSITIVE AREA AND IS ADJACENT TO A
2.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
N
WATERED. AREAS WHERE FINAL GRADING HAS BEEN COMPLETED FOR MORE THAN 14 DAYS
TROUT STREAM. CONTRACTOR SHALL USE EXTREME CARE THROUGHOUT PROJECT.
THE SEDIMENT AND POLLUTION CONTROL ACT AND
SUBJECT TO A FINE. NOTE THAT
SHALL BE TEMPORARILY OR PERMANENTLY SEEDED. TEMPORARY SEED MIXTURES ARE
3,
SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL FOR ALL MATERIALS.
DENUDED LIMITS DEPICTED ARE APPROXIMATE. CLEARING LIMITS SHALL BE STAKED IN
SPECIFIED BELOW. PERMANENT SEED MIXTURES SHALL BE SEEDED DURING SEASON SPECIFIED.FIELD
4.
CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS AND OBTAIN PERMISSION
BASED ON VERTICAL PROFILE AND CROSS-SECTION OF PROPOSED ROADWAY
FOR PROPERTY ACCESS PRIOR PROCEEDING WITH WORK.
..AND OTHER PROPOSED IMPROVEMENTS. LIMITS SHALL BE CALCULATED AND FIELD
PERMANENT SEEDING SPECIFICATIONS- Ps
5.
AL
CONTRACTOR SHOULD LOCATE ALL EXISTING UTILITIES WITHIN THE DEFINED PROJECT AREA
.STAKED BASED ON MINIMUM CONSTRUCTION REQUIREMENTS IN AN EFFORT TO
AS SHOWN IN THE EROSION CONTROL PLAN, CONTRACTOR SHALL NOTIFY ENGINEER IF
MINIMIZE DENUDED AREAS.
HIGH MAINTENANCE AREAS (ALL AREAS ory DAM)
•THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.
3.
GRADING ONE ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN. IS A
6.
CONTRACTOR SHALL WORK WITHIN ALLOWABLE CONSTRUCTION. LIMITS -SENSITIVE
VIOLATION OF THE SEDIMENT AND POLLUTION CONTROL ACT AND IS SUBJECT TO A
DATES TYPE
PROPERTY OWNERS.
-FINE.
JULY 25 -AUG. 15 BLEND OF 0 USSR ACRE OF
7.
CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS ALONG CASHIERS LAKE ROAD SR 1113
( )
- 4.
FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION
MAR. 20 -APR. 20 KENTUCKY BLUEGRASS (PDA
AT ALL TIMES.
CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION
PRATENSIS) AND 40
Les/ACRE OF RED FESCUE'
8.
STABILIZE CONSTRUCTION ENTRANCES AND ACCESS DRIVES WITH GRAVEL AND MULCH.
CONTROL MEASURES.
(FESTUCA RUBRA)
STAKE CLEARING LIMITS.
: 5.
: ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAYBE REQUIRED BY A
9.
INSTALL ALL UPLAND SILT FENCE, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING
REPRESENTATIVE OF THE NCDENR LAND QUALITY INSPECTOR OR THE OWNERS
TROUT BUFFER OUTSIDE OF DAM AREA
ONLY AS NECESSARY TO INSTALL THESE DEVICES.
REPRESENTATIVE. -
-
10.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC
6.
ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS
Nae.e Grea ateamK I" Mu1Rhing lo.'ses
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND US DEPT. OF
7,
SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. ALL SLOPES 3:1 OR STEEPER
Nar,-<Gru:as<ednb.,w Mmrh'ap ahml l.P.,rOm,ed On me danrbra a,ey On,eu,a,da.
AGRICULTURE.
REQUIRE EROSION CONTROL MATTING, SC250 OR EQUIVALENT UNLESS OTHERWISE
ane ache n s B I a T s( w sB rOw(16
11.
CALL FOR ON-SITE INSPECTION BY INSPECTOR AND ENGINEER
STATED.
uw1,(e,Nm.ALdG,VNwwReme,( eaa, bma ormatn , k i'.ar �°ewla.<mea
12.
CONTRACTOR SHALL LOWER THE LAKE FROM THE NWSE OF 3471 TO 3467. THE DEWATERING
8.
THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS ON SITE
6,6mb I,dm edad p I P1 annar Omern,emOd mat mnanm,rter
OF THE LAKE SHALL BE A GRADUAL PROCESS AND THE MAXIMUM RATE OF DRAWDOWN IS 0.5'
CONTRACTOR SHALL TAKE PROCEDURES AS NECESSARY TO PREVENT EROSION AND `
b"ofinninedma prawn,n GOT a.w em„nraM.-am M1+rornedGemo;11 aNn
PER DAY. THE WATER FROM THE LAKE DRAWDOWN SHALL BE BYPASSED TO THE EXISTING
SEDIMENT TRANSPORT DURING CONSTRUCTION,
I`NV
CHATTOOGA RIVER. DURING THE LAKE DRAWDOWN PROCESS CONTRACTOR SHALL ENSURE
9.
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES, IF NECESSARY, SHALL BE
'@rkind f W dF llz..e dd of PPllmt P a f 'I aM
THE WATER BEING REMOVED FROM THE LAKE INTO THE RIVER IS FREE OF SEDIMENT. IF
'IMPLEMENTED AS REQUESTED BY THE NCDNER INSPECTOR OR ENGINEER.
�oee"� eaildie rot oee hre ace � l.' dsHearde h. urs Ofae,d
- xa A°mtn m,Ona I,e„ere
SEDIMENT BECOMES A PROBLEM DURING THE DEWATERING PROCESS CONTRACTOR SHALL
10.
STORM SEWER SYSTEM SHALL BE INSTALLED AS SOON AS POSSIBLE DURING THE
KA.Parm,Pmeemm<e).
CONTACT ENGINEER IMMEDIATELY.
CONSTRUCTION PROCESS, AND ALL RUNOFF SHALL BE DIRECTED TO THE DRAINAGE
aasm.n I -hat<I be, I seGenm)
13.
ONCE THE LAKE IS LOWERED THE CONTRACTOR SHALL MAINTAIN MINIMUM BASE FLOW AT
SYSTEM.
ALL TIMES TO THE CHATTOOGA RIVER OF 0.5 CFS (7Q10 INFORMATION TAKEN FROM NSGS).
11.
PRIOR TO STORM SEWER SYSTEM INSTALLATION ALL RUNOFF LEAVING THE SITE SHALL
2 iso'g si,BIuN.AI�a<""15Esoft' a, fi,bla sfm1,"snnm
THE MINIMUM BASE FLOW SHALL BE ACCOMPLISHED BY USING EITHER MECHANICAL PUMP OR
BE ROUTED THROUGH SEDIMENT CONTROL DEVICES PRIOR TO DISCHARGE OFFSITE.
6 DkMmd'ance".e 6R"AA) hids,
SIPHON SYSTEM AND SHALL REMAIN IN OPERATION THROUGHOUT THE DREDGING AND
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS REQUIREMENT ONSITE
0Ok,j Swi Rhaa gm4,51A, svmAAaw
35"(391g, Try'Gam 2s129ks> G«mnn RrrhO..mopN41mr
REFILLING PROCESS.
DURING ALL PHASES OF CONSTRUCTION.
san.(eal
wts) ranaa<, 5.01(Ants/ I'a mr
14.
CONTRACTOR SHALL INSTALL &STABILIZE CONSTRUCTION ENTRANCES INTO LAKE BED.
12.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN INLET PROTECTION AROUND ALL
Baa LimNine,- aopaz(asaouPa Lm,mene
15.
CONTRACTOR SHALL INSTALL TEMP. SEDIMENT BASIN #1 WITH ALL ASSOCIATED TEMP.
DRAINAGE STRUCTURES UNTIL ALL CONSTRUCTION HAS BEEN COMPLETED.
dEaHVAmes
App,Or.a xemwss, IBIn<Pa.a crones`¢:
DITCHES AND SILT FENCE AND TURBIDITY BAFFLES PRIOR TO ANY ACTIVITY WITHIN THE LAKE
13.
PROVISIONS TO PREVENT EROSION OF SOIL FROM THE SITE SHALL CONFORM TO
Adefis Brom Friend Orderger
BED.
LOCAL CITY AND STATE REQUIREMENTS.
cnbprom I'YlkinB Gla& I(enWae
Meal P1aeh Rab1 Bills,
16.
ONCE CONTRACTOR HAS APPROPRIATELY INSTALLED TEMP. SEDIMENT BASIN #1,
14.
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL
SGh,am TmnnweAs Yana,
CONTRACTOR SHALL BEGIN INSTALLING TO #1 TO ESTABLISH NEW STABILIZED BASE
PERMANENT VEGETATION HAS BEEN ESTABLISHED, THE CONTRACTOR MUST CLEAN
CHANNEL WITH ASSOCIATED TEMPORARY CROSSINGS TO ALLOW UPPER BASIN BASE FLOW
ALL SEDIMENT TRAPS AS REQUIRED.
TEMPORARY SEFD NG.SPFCIFICATIONS rs
TO BYPASS THE DREDGING AREA.
15.
FAILURE TO INSTALL, OPERATE AND MAINTAIN ALL EROSION CONTROL MEASURES, AS
DATES TYPE
.17.
ONLY AFTER CONTRACTOR HAS ESTABLISHED AND STABILIZED TEMP. DITCH #1 SHALL
SHOWN ON THE APPROVED PLANS OR AS DIRECTED BY THE OWNER/PROJECT
FEB. 15 -MAY 15 RYE (GRAIN)REPRESENTATIVE
AND/OR LOCAL CITY AND STATE MAY RESULT IN ALL WORK ON THE
BED.
CONSTRUCTION SITE BEING STOPPED UNTIL PROPER CORRECTIVE MEASURES HAVE
18.
ALL WETLAND AREA DREDGING SHALL BE DONE IN AN UPSTREAM TO DOWNSTREAM
BEEN MET, AS REQUIRED AND/OR DIRECTED.
--
DIRECTION. THIS IS SO DISTURBED SEDIMENT CAN BE CAPTURED IN THE DOWNSTREAM
16.
THE CONTRACTOR MUST GRADE THE SEDIMENT BASINS, AS SHOWN ON THE PLANS.
- DATES TYPE
WETLAND. SEDIMENT CURTAINS SHALL BE USED TO ISOLATE THE DREDGE AND FILL AREAS
THE CONTRACTOR MUST REMOVE SILT AND DEBRIS FROM THE SEDIMENT BASINS AND
MAY 15 -AUG. 15 GERMAN MILLET 40 LBS/ACRES
FROM OPEN WATER.
SILT FENCES WHEN BASINS ARE 25% FILLED WITH SILT. AFTER ALL GRADING HAS BEEN
19.
INSTALL SILT FENCE AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS
COMPLETED, THE CONTRACTOR SHALL REGRADE THE BASINS TO THE GRADING LIMITS
-
NECESSARY TO INSTALL ALL DEVICES WITHIN THE LAKE BED AREA.
AND STABILIZE ALL DISTURBED AREAS WITH GRASSING.
DATES TYPE
20.
LAKE SHALL BE DEWATERED TO AN ELEVATION OF 3467 AFTER STORM EVENTS AS NEEDED
17,
LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS
Tamperer, Seeding:
PER SEQUENCE DESCRIBED IN ITEM #12.
BEEN RECEIVED BY GOVERNING AUTHORITIES..
21.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
18.
THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER
Foil 1 0anunsam 1 -'ped an th rate C5kgrd Tula -
tee. t faaol ,aa (4snxg) d datum t f50p a. per aOm (sskg per
of50ding anans per
DEVICES AND STRUCTURES. EROSION CONTROL MEASURES SHOULD BE CHECKED
POLLUTION PREVENTION PLAN SWPPP D
( ) DURING CONSTRUCTION OPERATIONS.
hemme) Ge11n n nfdlet B wnnw n5n<t alai is lSea is ¢mistier mmdhx and rye
PERIODICALLY AND AFTER EVERY RAINFALL EVENT. REPAIRS SHALL BE MADE IMMEDIATELY
19.
NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER SEDIMENT
ummi a gn GN nfthe", Thep g wdVeem i emeo.andae,b
o ashkmaefaeea
AS REQUIRED. INSPECTION AND REPAIR REPORTS SHALL BE KEPT BY THE CONTRACTOR AND
CONTROL MEASURES HAVE BEEN. INSTALLED.
. PROVIDED TO THE STATE EROSION CONTROL AGENT UPON REQUEST.
20.
ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 14 DAYS OF FINAL
22.
CALL GEOTECHNICAL CONSULTANT FOR SITE INSPECTION PRIOR TO GRUBBING OR PLACING
.GRADING.
FILL
21.
SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE
23.
CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC ON CASHIERS LAKE ROAD (NCDOT SR
SEEDED AS SPECIFIED.
INSPECTION
1113) AT ALL TIMES.
22,
SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE
24.
WHEN SITE HAS BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL DEVICES AND
EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF 0.5 INCHES RAINFALL OR
`.
APPLY PERMANENT SEEDING IN AREAS OF DISTURBANCE.
GREATER DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY
INSPECT SEEDED AREAS FREQUENTLY. IF SEEDED AREAS FAIL TO
25.
COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
GOVERNING NPDES GENERAL PERMIT. ALL MAINTENANCE REQUIRED BY INSPECTION
GERMINATE, OR TO PROVIDE ADEQUATE GROUND COVERAGE, THE
CONTROL MEASURES.
SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF
AREA SHALL BE RE -SEEDED UNTIL FINAL STABILIZATION IS ACHIEVED.
26.
UPON COMPLETION OF THE CONSTRUCTION ACTIVITIES AND STABILIZATION THE LAKE WILL
REPORT.
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
BE GRADUALLY REFILLED, THIS WILL BE ACCOMPLISHED BY THE CONTRACTOR MAINTAINING
23.
THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR
INSPECTED AT MINIMUM EVERY SEVEN (7) CALENDAR DAYS AND WITHIN
THE MINIMUM BASE FLOW AT ALL TIME TO THE CHATTOOGA RIVER OF 0.5 CFS (7Q10
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING
24 -HOURS OF A RAINFALL EVENT OF.5 INCHES AND GREATER OF RAIN
INFORMATION TAKEN FROM NSGS). THE MINIMUM BASE FLOW SHALL BE ACCOMPLISHED BY
THE SITE. ,
DURING A PERIOD (OR MORE FREQUENTLY REQUIRED BY
USING EITHER MECHANICAL PUMP OR SIPHON SYSTEM. FLOWS FROM THE DAM TO THE
24.
GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES
NPDES
THE STATE NPDES GENERAL PERMIT) THROUGHOUT CONSTRUCTION
C
CHATTDURING OGALAK RIVER MUST BE MAINTAINED AT ALL TIMES AT 70% OF THE INCOMING FLOW
THAT APPLY
UNTIL FINAL STABILIZATION IS ACHIEVED OR MORE FREQUENTLY IF
DURING LAKE REFILL
25.
IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
REQUIRED BY STATE NPDES GENERAL PERMIT.
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC.
"26.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS
NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.
10' MAX. WITH MET
10 MAX.
(b MAX. WITHOUr WIRr)
7GAGETENSIONWIRE
MIDDLE AND VERTICAL VNRFS SHALL BE 14 /--5' STEEL OR WOOD POST
GAUGE MIN. W SPACING 1
CHAT LINK FENCE
ORT POST
(2"WOVEN MESH FABRIC)
USE 2-1/2"DIA. GALVANIZED OR
USE 21UXDIs
ALUMINUM POSTS
TOP AND BOTTOM STRAND
AERIC FENCE SHALLBEIOGAUGEMIN.
1
:. n.
" .
( 1
EXISTING 3'
GROUNDSURFACE
3
Em
NAR
FILTER FABRIC
Ll
SEE NOTE p4
SLOPE LENGTH CHART
SLOPE LENGTH CHART SECTION
E REHIREON0202ENC0
T 02020 OF
_._.......,._ LODAS DIVISION2
POST - 07 GAGE TENSION WIRE
SEE NOTE #a CHAIN LINK FENCE SUPPORT POST
'
FABRIC FEND
TOE ANCHOR TRENCI
SLOPE
MAXIMUM SLOPE LENGTH (FT)'
e2%
1,000
5%
500
10%
300
20%
200
30%
100
40%
75
50%
50
STANDARD SITE SPECIFICATIONS AND
PROJECT SPECIAL PROVISIONS
FILTER FABRIC
POST COMPACTED
SLOPE
SLOPE LENGTH (FT)'
MAXIMUM AREA (FT^2)
2%
100
10,000
2 T05%
75
7,500
5 TO 10%
50
5.000
tOT0201
25
2,500
> 20%
15
1,500
'MAXIMUM LENGTH OF SLOPE BEHIND FENCE
- I. �-ial�n,T u J lar a ik1 wL �L�
wi-
uLiie u�i wit 1ps�i 11 iF
COMPACTED FILL UJB 1h17J11 T�Id�'
MAXIMUM LENGTH OF SLOPE BEHIND FENCE
EDGE NOTE #4 HIyI L.: II cne Post RO"DEPTH
a•-' -iJ I dL�l.r✓T- it
1 -JT IJ it iti.f
'� I f -T P ifiiFi u w Ill Lf f II i 1 .�'.
L�'1L-B Ill Aryl -711 r i T tt IIF' -T, In Aemc FENCE
�L�LS � Lr1G
.0 .i til
T-LCET}e i��1uiti 6"MIN. EXTENSION OF FABRIC
r�dFr n� Ta,l
JOINING FENCE SECTIONS TTII ffPOSTS a P ?*H'R-IN. AND WIRE INTO TRENCH
JOINING FENCE SECTIONS NOTES'
1, ARM MINIMUM 32" WIDTH WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING
NOTES: 2 FILTER FABRIC SHALL BE 36" WIDE AND SHALL BE FASTENED ADEQUATELY TO THE WIRE
.
1. FILTER FABRIC FENCE MUST BE INSTALLED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER MUST BE 3STEEL POST SHALL BE STY IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO MAIN BARRIER ALIGNMENT. 4. WOOD POST SHALL BE 5'-P' IN HEIGHT AND 2" IN DIAMETER.
2. SEDI MEM" MUST BE REMOVED WHEN ACCUMULATION REACHES 25% ABOVE GROUND HEIGHT OF THE FENCE. 5. SUPPORT POSTS SHALL BE INSTALLED ON THE DOWNHILL SI DE OF THE SEDIMENT FENCE
3. NO, 7GA. TENSION WIRE INSTALLED HORIZONTALLY AT TOP AND BOTTOM OF CHAIN-LINK FENCE (DOWNSTREAM FROM EXPECTED FLOWS)
.
4. CHAIN LINK TO POST FASTENERS SPACED @14"MAX . USE N0.6GA. ALUMINUM WIRE OR N0.9 GALVANIZED STEEL 6ACCUMULATED SEDIMENT SHALL REMOVED WHEN 25% THE HEIGHT OF FENCE.
PRE -FORMED CLIPS. CHAIN LINK TO TENSION WIRE FASTENERS SPACED @ 60" MAX. USE NO 10 GA. GALVANIZED T MAXIMUM DRAINAGE AREA 10,000 SF PER 100' OF FENCE.
STEEL WIRE. FABRIC TO CHAIN FASTENERS SPACED @ 24" MAX. C TO C.
5, POSTS FOR THE FENCE SHALL BE PLACED ON THE DOWNHILL SIDE OF THE FENCE (DOWNSTREAM OF EXPECTED 8, MAXIMUM LENGTH UPSLOPE PROM FENCE PER CHART
FLOWS)
N.T.S. SUPER FILTER FABRIC FENCE DETAIL
N.T.S. SILT FENCE DETAIL N.T.S.
ORIGINAL SHEET SIZE: 24"X W
LandDesign®
100S ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270.7800
WWW LANDDESIGN.COM
ENG. FIRM LICENSE R C-9520
SEAL
r;�gt cARo �
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Or l t o Hu4q
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CORPORATE S
SEAL
?,X...C.AgOyeeo
PROJECT
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC
LANMESIGNPROJ#
8118068
REVISION / ISSUANCE
DESIGNED BY: MST
DRAWN BY: MST
CHECKED BY: RRW
SCALE NORTH
VERT: N/A
HORZ: NTS
(NOT TO SCALE)
SIIEETTBLF.
EROSION CONTROL DETAILS
SH6ETNUMBER
C3-02

EXISTING J FILTER CLO
GROUND SPECIFIED
M.A-Mil
INPLANS
PROVIDE APPROPRIATE TRANSITION BETWEEN
STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC
RIGHT-0FWAY
SILT FENCE OR
EXISTING
PAVEMENT
EXISTING
PAVEMENT
3' 5 CLEANS]ONE� PLAN VIEW
CONSTRUCTION SPECIFICATIONS
I . STONE- USE COARSE AGGREGATE (3"-5"STONE).
2. LENGTH - AS EFFECTIVE, BELL NOT LESS THAN 100 FEET.
3. THICKNESS- NOT LESS THAN EIGHT (8) INCHES.
4. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.
5. WASHING -WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAV. WHEN WASHING IS
REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR
OTHER APPROVED METHODS.
6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED INA CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT PAVED ROAD SURFACES MUST BE
REMOVED IMMEDIATELY.
7. 2-Dx10'METAL GRATES MAYBE USED, GRATE SHALL BE 25V AWAY FROM PAVEMENT AND APPROPRIATE SEDIMENT CONTROL TRAPPING DEVICE SHALL BE
USED AT GRATE OUTLET POINT. SEE STABILIZED CONSTRUCTION ENTRANCE/FXIT WITH CORRUGATED STEEL PANELS DETAIL E-2.
CONSTRUCTION ENTRANCE
GAE'vl
HOOK
STOWAGE FOLDING .JOINT
TENSION CABLE ONE
ON EACH SIDE OF CURTAIN
ROPE STRONG BACK
NATE:
CODTAIN SKIRT AT
SELECTED DEPTH
BALLAST CHAIN
-- SHACKLE
THEL, £RCC GAEi.•��
E LANYARD ft'l-_
OGGLC PIN �\. �
I CONNECTUR
TENSION GAILE ON —
EACH SPDC: OF CURTAIN
VIEW r $S GDNNECTOR Row TO
CURTAIN 1§1 ' 11 1 1 §1 I. CURTAIN
4-RECGMMENDE€F ALI
FOR -DI HERi SILT
B0170H OF CONNECTOR.
TURBIDITY CURTAIN DETAILS
mnanmvvsenAA MnRNTnVInR NAllRfie 1ASHIFR.1I ANF MABTFR PI AMCPDICONSTRUCTION DOCUMENTSIDTL-EROSION CONTROL DWG
N.T.S.
12"
6"/"PE,
12"
f
�� J�
r
7-5" 6" A,—)
4"
_ (1
2"-5
• � I �_ rsa..rzsaN
U -
3"
6 �'- 4 6r J
ns„ nsmU /T j.
© 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED
- 2: BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET INA 6" (15.) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" RT,nU APART IN
THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING I2' 0.)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" MOCm) ACROSS THE WIDTH OF THE BLANKET.
3, ROLL CENTER BLANKET INDIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES(STAKES IN APPROPRIATE LOCATIONS LOCATIONS AS SHOWN
CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS
CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING TI IF BLANKET IN A 6" (1Dom) WIDE TRENCH NTH APPROXIMATELY 12'(30m) OF BLANKET
APPROXIMATELY I2" 30Cm CONSECUTIVE BLANKETS END OVER END SHINGLE STYLE WITH 10Cm-15cm OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED P' iDCm
D THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES OXI 4. PLACE CONSECU ( )
EXTENDED BEYOND EU S ( ) ( ) ( )
APART AND 4" 10cm ON CENTER TO SECURE BLANKETS.
APART IN THE BOTTOM )
(
A APPLY KED OVER
SOIL WITH ROW
STAPL" RST
-0F THE TRENCH. BACK FILL AND COMPACT THE TRENCH AFTER STAPLING. P S ( )
PORTIONOFTHEMATELYTBACKOVER SEED AND .)APART ACROSS
THEN T SOIL. SEBLANKE BLANKET OVER COMPACTED SOIL WITHAROW OF BTAPLES/STAKES 5. FULL LENEP EDGE OF WIDE BLANKETS TRE C TOP
CKFILL AND SLOPES COM ACT HE ANCHORED AFTENTH AROWOF STAPLES/STAKES APPROXIMATELY I2"(30cm)APART INA6"
SPACED APPROXIMATELY 12" (30cm) APART ACROBS THE WIDTH OF THE BLANKET. (i5an) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3, ROLL THE BLANKETS DOWN ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL 6, ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY Z"6'(5cm-12.6.)(DEPENDING ON BLANKET SIZE)AND STAPLED.
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE By PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
PATTERN 7, IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 3" 040OMI INTERVALS. USE A DOUBLE ROW OF STAPLES
TCORRESPONDING TO 4" 1 cm APART AND 4" 10cm ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
GUIDE. AMEN USINGPPROPRIATE
OPTIONAL OOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTSSTAGGERED (0 ) ( )
THE APPROPRIATE STAPLE PATTERN.
F BLANKETS MUT ANCHOREDWITHA ROW OF STAPLESISTAKES APPROXIMATELY I2" 30cm APART IN i5cm DEEP i5cm
B. THETERMINALENDO B E S S BE( ) ( ) ( )
4. ETHE NSURE PROPER
SEAM ALIGNMENT,
MUST BE THE EDGE OF
APPROXIMATELY 2"NKET(BLANKE BEINGIOVERLINSTALLEDING
OP) EVEN WTYPE. TO WIDE TRENCH. BACKFILL AND COMPACT THETRENCHAFTERSTAPLING
COLOREPROPERTITC ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE A .NOTE:
COLORED SEAM STITCH ON 7
THE PREVIOUSLY INSTALLED BLANKET. —\/ B C CRITICAL POINTS ' HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" Q.5Cm) A) OVERLAPS AND SEAMS NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL
OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY IT (30C.) APART ACROSS ENTIRE BLANKET WIDTH. B)CHANN CHANNEED L
LINE IN
LOOSENTS SOI THE CHANNEL SURFACE.
C) CHANNEL BOTTOM/SIDE SLOPE VERTICES
\y\`��f *• N ICONDITIONS,TH F TA R AK
I LOOSE SOIL E USE O STAPLE O STAKE
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY LENGTHS GREATER THAN 6" (15Cm) MAY BE NECESSARY TO
TO PROPERLY ANCHOR THE BLANKETS. PROPERLY ANCHOR THE BLANKETS.
EROSION CONTROL BLANKET DETAIL N.T.S. EROSION CONTROL BLANKET DETAIL N.T &
'A,, MADE S NOT RECOMMENDED
RIVER HAG PLAO D ON HIGH STRENGTH
AGGRFEA 11TE OR D LIBLE STITCHED '..
STRAW il TYPE SLAMS
sl -WN IN STEEL
- STRAPPING
VTH
HIGE
sIRAPPmG ENR
i DISCHARGE PIPE:. - � HOLDING ELSE
r „ I)If"iA PLACE
CURTAIN MOVEMENT CNP
TO REVERSING CURRENTS /J
..,--VATER FLOW
FROM
PUMP
PIMP
}
DISCHAIRGE
__— ___'LENGTH--- ---- .:.-4. LOSE
OPENING
/ w„ ACCOMOUATES
/ 1 W TO 4'
11
TPP VIEW DISCHARGE
1 1 HCiSE
,LSI CARS
O MOORING BUOY
D" �A ANCHOR 1 II III I I I I� I1 IF11-41 1= I fill -1:0-1 I III I I I II III l I I I I
Ili I'I Iii III II!III 111 -III lu III -=11f --III
FIGURE 3 ELASTEC / AMERICAN MARINE ENE. AGGRIGAIF. OR STRAW y _
TYPICAL SILT CURTAIN CONFIGURATION - UNDERLAYMENT
-
- SILTCURTAIN SII](- vii
MOORINGBUOY
GRDVN.:BUOY ,, ;. bIRTBAG DETAIL N.T.S.
ITER MEDA (SEE NOTE 2)
SILT FENCE AS BESIDES VMP
FLOW
RIDGE
RD
VEGETA➢VE BUFFER .WATER LEVEL
L PRIOR TO INSTALLATION. MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO --
-�^+ THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
- MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
0TTOM'SEDIPIENT 2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES.
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
___ 4. PUMP STRAKER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND,
FPGURE 8-RECDNMENIILA.SZLY CURTAIN. MDGRSNQ SYSTEM � EL ASTEi 7 AN,CRICAN MARINE $NO.
FfGJRE 6 -.SILT CURTAIN. MOORING
—LOW PoIM
N.T.S. EROSION CONTROL DEWATERING N•'
ORIGINAL SHEET SIZE'. OF X 36"
LandDesign.
100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN,COM
ENG. FIRM LICENSE # C-9520
SEAL
`�``Q1-PpE ES S�pN9�
o AFSI
v:
CORPORATE
SEAL
o T ....CI..... �
PROJECT
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC
LANDDESIGN PROJ.0
8118068
REVISION / ISSUANCE
DESIGNED BY: MET
DRAWN BY: MET
CHECKED BY: RRW
SCALE NORTH
VERT: N/A
HORZ: NTS
(NOT TO SCALE)
SHEET TITLE
EROSION CONTROL DETAILS
SHEETNUMBER
C3-03

NOTES:
SURFACE ROW DIVERSION 1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED. (NOT TO
EXCEED 1 YEAR).
SURFACE ROW DIVERSION 2, AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR
PEAK ROW WITHWT OVERTOPPING. NO EROSION WILL RESULT
{//)/(� FROM THE 10 YEAR PEAK STORM.
/ 6" WASHED STONE - 3. ENSURE THAT DESIGN ROW VELOCITY AT THE OURET OF THE
O3 CROSSING STRUCTURE IS NON-EROSIVE FOR THE REMANG
I STREAM CHANNEL
4. ADDITIONAL MEASURES MAY BE REQUIRED PER THE INSPECTOR
BASED ON SPECIFIC SITE CCNDITONS.
/ 5. NOT TO BE USED WHERE PERMANENT STREAM CROSSINGS ARE
PROPOSED.
6. STONE APPROACH SECTION 5:1 MAX. SLOPE ON ROAD.
STREAM BANK
6' WASHED STEVE�\
LINE CREEK BOTTOM MH \\
FILTER FABRIC \ 1/2 PIPE DIA OR 10
TOP BANK 000 \ 0o TW BANK WHICHEVER IS GREATER
CLASS B o00 0,0,0,0,0,0,000
RIP RAP
RING FILTER AS REWIRED BY INSPECTOR. RIP RAP
CLASS B RIP -RAP
ENGINEER TO SIZE PIPE (SEE NOTE 2)
PROM PIPE SIZE. INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING.
TEMPORARY STREAM CROSSING N.T.S.
NOTE: CONTRACTOR TO VERIFY EXISTING
CONDITIONS, TOPOGRAPHY, AND STREAM
PROFILES BEFORE CONSTRUCTION BEGINS. 12 mm of NCDOT95 s'
Cross -Section
or #57 washed stone �
;<. ve`¢-------------------- ---
x*. 1} 15 min
3600 cu ft/acre
TEMP. DIVERSION DITCH TABLE
NUMBER
TYPE
BOTTOM
WIDTH (FT)
MIN. DEPTH
(FT)
1
TRAPEZOIDAL
6
3.76
2
TRAPEZOIDAL
6
3.76
3
TRIANGULAR
N/A
1.04
4
TRIANGULAR
N/A
1.04
5
TRIANGULAR
N/A
1.31
6
TRIANGULAR
N/A
0.74
7
TRIANGULAR
N/A
0.59
NOTE: ALL DITCHES SHALL BE DESIGNED AT A LONGITUDINAL SLOPE OF
1.0%, CHANNEL SLOPE OF 3.5:1, AND LINED WITH 6" DIAMETER RIPRAP (d50)
SEDIMENT TRAP DETAIL N.T.S.
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
\p NOTE:
TYPICAL BULKHEAD PRELIMINARY- DO NOT USE FOR CONSTRUCTION.THIS PLAN IS NOT INTENDED �// 2" MIN.
Ip—'} l.r p -.TO IN ANYWAY REPRESENT A FINAL DESIGN. PLOT DATE: 2/20118 � / SPACING 7YP
:SEQUENCE OF 2 FT WIDE WETLAND OR OPEN WATER
WETLAND OR OPEN WATER 'IMPACT BY BULKHEAD (SEE SEDIMENT < < r < r < GENERAL NOTES:
CONSTRUCTION. CLEAN AGGREGATE IMPACT AS APPLICABLE IN REMOVAL MAP) 36" MIN. SPACING TYP.*
1. INSTALL TEMPORARY GRAVEL AREA W.« ` ` 1. LAY BLANKETS LOOSELY AND
DRAINAGE COURSE BULKHEAD BACKFILL
ENCAPSULATED IN r 1/1 STAKE OR STAPLE TO MAINTAIN
/ \
(SEE SEDIMENT REMOVAL MAP) OPTIONAL CONCRETE, DIRECT CONTACT WITH THE SOIL.
/
CONSTRUCTION ENTRANCE AT FILTER FABRIC STEEL OR WOOD r < r r / DO NOT STRETCH.
CONSTRUCTION ACCESS SOIL FILL& BULKHEAD CAP
:LOCATION. PLANTING BED AS WALES AT REGULAR r `
APPLICABLE INTERVALS AS 2. *DIMENSIONS SHOWN ARE
2. LOWER LAKE LEVEL FOLLOWING NEEDED' PRECAST CONCRETE MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
ALL FINAL DREDGING AND EXISTING GRADE WOOD OR STEEL �_
STEEL, WOOD r REQUIREMENTS THAT MUST BE
EROSION CONTROL PLANS TO A OR PRECAST REGUUILARINTERVALS r 6"
LEVEL THAT WILL PROVIDE AN CONCRETE MET
ADEQUATE WORTS AREA FOR f SHEATHING. OVERLAP 3. SLOPE SURFACE SHALL BE FREE
BULKHEAD CONSTRUCTION. `\j\ NORMAL WATER �� IN SLICE OF ROCKS, SOIL CLODS, STICKS,
GALVANIZED \/.,,\'r\//\//\ �',i\ \l\/�\/\\\\ \\ LEVEL ,,.r GRASS. MAT/BLANKETS SHALL
STEEL, EPDXY \,,�. ,.//\ y / HAVE GOOD SOIL CONTACT.
3, INSTALL PIERS, TIEBACKS AND COATED STEEL OR
REMAINING BULKHEAD STAINLESS BTEEL "®.-+®
-•--� 4. THE DETAIL SHOWN IS FOR SLOPE
COMPONENTS IN ACCORDANCE TIE ROD\\\%/�w'TJ':''T-{. .�+^ < .:` ` .MATTING. FOR CHANNEL OR PIPE
WITH FINAL PLANS. \\ 1 r' V Sl,.i hj1-t .! OUTFALL MATTING SPECIFICATIONS,
PLEASE -t t i'� f m, LOWEREDWATER ` ` //� STANDARDE#6.17 AND FER TO CPDM
4. INSTALL DRAINAGE SYSTEM AT +'-" LEVEL r j JWWATER TABLE
BACK OF BULKHEAD AND FILL TO yf; r MANUFACTURER'S GUIDELINES.
FINISHED GRADE BEHIND�?TL{,;`�
BULKHEAD. 44 DEWATER LAKE AS NEED
FOR ADEQUATE WORK AREA
6. SEED AND MULCH AND TIEBACK ANCHORED WITH C AND TO PREVENT LOSS OF
ESTABLISH PERMANENT NON -WOVEN GEOTEXTILE FILTER CLOTH
GDEADMANROUTED OR PRESSURE "' .t A .. SEDIMENT OR UNCURED
GROUND OR ACCEPTABLE GROUTED TIE ROD T`'I!: CONCRETE FABRIC 4' ABOVE SOURCE WATER.
GROUND COVER IN ALL ABOVE 'T 1�,.-.�.,
WATER LEVEL DISTURBED AREAS. "[---4
6. REMOVE ALL TEMPORARY
CONSTRUCTION AND EROSION DRIVEN STEEL OR DRILLED PILE DEPTHS VARY
CONTROL DEVICES. STEEL
CONCERE SOLDIER PILES PRECAST DEPENDING FON
AT REGULAR INTERVALS SOIL &ROCK KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
CONDITIONS
LAKE BED
BULKHEAD INSTALLATION SECTION
NOT TO SCALE EMBANKMENT MATTING DETAIL N.T.S.
.,.,,,,... �..,,,. �. e.ei .,.,�,,,e,".."„""�.o,.,00�i soo..eemoo. nusucuneiraur.rnmm�ueTeuminv nnrumFNrcmn.FRnenN mNTRrn nwr, ORIGINAL SHEET SIZE. 24'K 36"
LandDesignm
100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270.7800
W W W.LANDDESIGN.COM
ENG. FIRM LICENSE # G9520
BEA 1
�L`
\�pESIGjy
CORPORATE
SEAL
O�
/1111111111\\\
PROJECT
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
.JACKSON COUNTY, NC
LANDBESIGNPROJa
8118068
REVISION / ISSUANCE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE NORTH
VERT: N/A
HORZ: NTS
=-=-7
(NOT TO SCALE)
SHEETTITLE
EROSION CONTROL DETAILS
SHEET NUMBER
C3-04
t
fabric
Designsettled
top
21'
m\p:
�•,
Plan View
Overfill 6" for
settlement J
/
2'to 35
II
------L------
max
�fill7�,kafyp'ti`nr
4 $ Emergency by
pass d below
,r mm �. settled top of
��tT'T'r dam
Natural
P3Ground
filer
ri<
...
.min
NOTE: ALL DITCHES SHALL BE DESIGNED AT A LONGITUDINAL SLOPE OF
1.0%, CHANNEL SLOPE OF 3.5:1, AND LINED WITH 6" DIAMETER RIPRAP (d50)
SEDIMENT TRAP DETAIL N.T.S.
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
\p NOTE:
TYPICAL BULKHEAD PRELIMINARY- DO NOT USE FOR CONSTRUCTION.THIS PLAN IS NOT INTENDED �// 2" MIN.
Ip—'} l.r p -.TO IN ANYWAY REPRESENT A FINAL DESIGN. PLOT DATE: 2/20118 � / SPACING 7YP
:SEQUENCE OF 2 FT WIDE WETLAND OR OPEN WATER
WETLAND OR OPEN WATER 'IMPACT BY BULKHEAD (SEE SEDIMENT < < r < r < GENERAL NOTES:
CONSTRUCTION. CLEAN AGGREGATE IMPACT AS APPLICABLE IN REMOVAL MAP) 36" MIN. SPACING TYP.*
1. INSTALL TEMPORARY GRAVEL AREA W.« ` ` 1. LAY BLANKETS LOOSELY AND
DRAINAGE COURSE BULKHEAD BACKFILL
ENCAPSULATED IN r 1/1 STAKE OR STAPLE TO MAINTAIN
/ \
(SEE SEDIMENT REMOVAL MAP) OPTIONAL CONCRETE, DIRECT CONTACT WITH THE SOIL.
/
CONSTRUCTION ENTRANCE AT FILTER FABRIC STEEL OR WOOD r < r r / DO NOT STRETCH.
CONSTRUCTION ACCESS SOIL FILL& BULKHEAD CAP
:LOCATION. PLANTING BED AS WALES AT REGULAR r `
APPLICABLE INTERVALS AS 2. *DIMENSIONS SHOWN ARE
2. LOWER LAKE LEVEL FOLLOWING NEEDED' PRECAST CONCRETE MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
ALL FINAL DREDGING AND EXISTING GRADE WOOD OR STEEL �_
STEEL, WOOD r REQUIREMENTS THAT MUST BE
EROSION CONTROL PLANS TO A OR PRECAST REGUUILARINTERVALS r 6"
LEVEL THAT WILL PROVIDE AN CONCRETE MET
ADEQUATE WORTS AREA FOR f SHEATHING. OVERLAP 3. SLOPE SURFACE SHALL BE FREE
BULKHEAD CONSTRUCTION. `\j\ NORMAL WATER �� IN SLICE OF ROCKS, SOIL CLODS, STICKS,
GALVANIZED \/.,,\'r\//\//\ �',i\ \l\/�\/\\\\ \\ LEVEL ,,.r GRASS. MAT/BLANKETS SHALL
STEEL, EPDXY \,,�. ,.//\ y / HAVE GOOD SOIL CONTACT.
3, INSTALL PIERS, TIEBACKS AND COATED STEEL OR
REMAINING BULKHEAD STAINLESS BTEEL "®.-+®
-•--� 4. THE DETAIL SHOWN IS FOR SLOPE
COMPONENTS IN ACCORDANCE TIE ROD\\\%/�w'TJ':''T-{. .�+^ < .:` ` .MATTING. FOR CHANNEL OR PIPE
WITH FINAL PLANS. \\ 1 r' V Sl,.i hj1-t .! OUTFALL MATTING SPECIFICATIONS,
PLEASE -t t i'� f m, LOWEREDWATER ` ` //� STANDARDE#6.17 AND FER TO CPDM
4. INSTALL DRAINAGE SYSTEM AT +'-" LEVEL r j JWWATER TABLE
BACK OF BULKHEAD AND FILL TO yf; r MANUFACTURER'S GUIDELINES.
FINISHED GRADE BEHIND�?TL{,;`�
BULKHEAD. 44 DEWATER LAKE AS NEED
FOR ADEQUATE WORK AREA
6. SEED AND MULCH AND TIEBACK ANCHORED WITH C AND TO PREVENT LOSS OF
ESTABLISH PERMANENT NON -WOVEN GEOTEXTILE FILTER CLOTH
GDEADMANROUTED OR PRESSURE "' .t A .. SEDIMENT OR UNCURED
GROUND OR ACCEPTABLE GROUTED TIE ROD T`'I!: CONCRETE FABRIC 4' ABOVE SOURCE WATER.
GROUND COVER IN ALL ABOVE 'T 1�,.-.�.,
WATER LEVEL DISTURBED AREAS. "[---4
6. REMOVE ALL TEMPORARY
CONSTRUCTION AND EROSION DRIVEN STEEL OR DRILLED PILE DEPTHS VARY
CONTROL DEVICES. STEEL
CONCERE SOLDIER PILES PRECAST DEPENDING FON
AT REGULAR INTERVALS SOIL &ROCK KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
CONDITIONS
LAKE BED
BULKHEAD INSTALLATION SECTION
NOT TO SCALE EMBANKMENT MATTING DETAIL N.T.S.
.,.,,,,... �..,,,. �. e.ei .,.,�,,,e,".."„""�.o,.,00�i soo..eemoo. nusucuneiraur.rnmm�ueTeuminv nnrumFNrcmn.FRnenN mNTRrn nwr, ORIGINAL SHEET SIZE. 24'K 36"
LandDesignm
100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270.7800
W W W.LANDDESIGN.COM
ENG. FIRM LICENSE # G9520
BEA 1
�L`
\�pESIGjy
CORPORATE
SEAL
O�
/1111111111\\\
PROJECT
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
.JACKSON COUNTY, NC
LANDBESIGNPROJa
8118068
REVISION / ISSUANCE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE NORTH
VERT: N/A
HORZ: NTS
=-=-7
(NOT TO SCALE)
SHEETTITLE
EROSION CONTROL DETAILS
SHEET NUMBER
C3-04

Cashiers Lake Development ( +/- 89 AC)
Impact #13
Proposed laydown yard
and maintenance access
Wetland Fill (1951-1998) - 0.36 AC
Impact #14
Proposed Forebay Construction
Wetland Fill (1951-1998) - 0.21 AC
Impact #15
Proposed Temp. (2) 48" CMP Culverts
Wetland Impact: 30 LF
I
Impact #11
Proposed Bulkhead &
Wetland Fill (1951-1998) - 0.21 AC
Impact #10
Proposed Dredging
Wetland (1951-1998) - 5.07 AC
Impact #9
Wetland (1951-1998) Fill - 0.03 AC
IJ
proposed bridge
no impact
existing
foot bridge
I
r
proposed bridge
no impact
Tuckaseigee Water &
Sewer Authority
Legend
= Existing Houses
Proposed Site Plan
Proposed Wetland Fill (Without Bulkhead)
_ Proposed Bulkhead & Fill
Out Parcel
Wetlands Avoided
Stream
Proposed Wetland Dredging - 1998 Wetland
Project Boundary
30' ORW Buffer
Jackson County,
North Carolina
0
o�
O
Forebay
Cashiers
Lake
Impact #5
Proposed Bulkhead &
Open Water Fill - 0.87 AC
LandDesign.
PROJECT DATA
— 0.91AC
TOTAL PROJECT AREA
— 89AC
JURISDICTIONAL WATERS OF THE US
— 7.13 AC
Streams
— 5,332 LF
Wetlands
— 12.31AC
Open Waters
— 18.99 AC
JURSIDICTIONAL IMPACTS
Total Permanent Stream Impacts
- 0 LF
Wetlands (Fill)
— 0.91AC
Wetland (Dredge)
— 6.22AC
Total Wetland Impacts
— 7.13 AC
Open Water(Fill)
— 1.39 AC
Open Water (Disturbance)
— 3.34 AC
Total Open Water Impacts
— 4.73 AC
AVOIDANCE/MINIMIZATION
Streams
— 5,212 LF
Wetlands
— 5.18 AC
Open Waters
— 14.26 AC
MITIGATION
Streams
N/A
Wetlands (Payment to DMS)
8.82 AC
Impact #12
Proposed Dredging
Wetland (1998 -Present) - 1.15 AC
Impact #1
Proposed Disturbance
Open Water - 3.34 AC
Impact #2
Proposed Bulkhead &
Open Water Fill - 0.52 AC
Impact #3
Proposed Bulkhead &
Wetland (1998 -Present) Fill - 0.10 AC
'I
Cash�e�sCd
ke R
°aa
6
0 250 500 1,000
Feet
CLearWal:er
32 Clayton Street
Asheville, North Carolina 28801
Revised 4/12/19
Stream & Wetland
Impact Map
Figure 3.0

Attachment B
Stormwater Permit No. SW1080801 and Approved Plans

H
M�
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 14, 2009
Cashiers Canoe Club Development, LLC
Steven G. Harris- Operation Manager
1600 Camden Rd.
Charlotte, NC 28203
Subject: Stormwater Permit No. SW 1080801
Canoe Club
Low Impact Development
Jackson County
Dear Mr. Harris:
Natural Resources
FILE COPY
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Canoe Club on April 9, 2009. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SWI 08080 1, dated May 14, 2009, for the construction,
operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from May 14, 2009 until May 14, 2019, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for inspection and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
This project will be kept on file at the Asheville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Linda Wiggs or Stormwater Staff at 828-
296-4500.
Sincerely, ft��--��11
for Cc een H. Sullins
cc: Asheville Regional Office
Central Files
SPU Files
GAWPDATAIDEMWQUaeksomSlate SmrmWater Management\CanoeClub\CanoeClnbLID Cover lettecdoc
Asheville Regional Office
2090 US HOMY 70, Swarm ce, NC 28778
Phone: 828-296A500 FAX: [phone] Customer Service: 1-877-623-6748
Internet:w .ncwaterquality.org
An Equal Opportunity 1AiNrnalive Actlan Employer
one
NhCarolina
Naturally

APPPoVED
Dwis on of Water Quallty
DafA _. 5-- l N- 0 9
5w
Por+nit a • ^""��
APPENDIX E -
LID - EZ SPREADSHEET
LANDDESIGN PN: 6007047

y
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 14, 2009
Cashiers Canoe Club Development, LLC
Steven G. Harris- Operation Manager
1600 Camden Rd.
Charlotte, NC 28203
Subject: StormwaterPernitNo. SWI080801
Canoe Club
Low Impact Development
Jackson County
Dear Mr. Harris:
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Canoe Club on April 9, 2009. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SWI 080801, dated May 14, 2009, for the construction,
operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from May 14, 2009 until May 14, 2019, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for inspection and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 1508 of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
This project will be kept on file at the Asheville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Linda Wiggs or Stormwater Staff at 828-
296-4500.
Sincerely,
`�/J � .Q.
for Co conn H. Sullins ?
cc: Asheville Regional Office
Central Files
SPU Files
GAWPnATA1DGMWQUackson\Snne Stormwater Manngement\CanoeClublCnnoeClubLID Cover lelter.doe
Asheville Regional Office
2090 US HWY 70, Swannanoa, NC 28778
None hCarolina
Phone; 828-296A500 X:
FA828-299-70431 Customer Service: 1-877-623-6748
Internet;www.ncwateryuality.org
aturallt�
An Equal Opportunity 1Alfrmative Acl'ian Employer
1

APPPovED
Division or Water Quality
Date ..._ J- ' I q "09
5w
Parmir a
APPENDIX E -
LID - EZ SPREADSHEET
LANDDESIGN PN: 6007047

Page 1 of 1
Lande ry
TRANSMITTAL
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V: 828.281.1447 F: 828.281.1449
DATE: 5/12/2009
PROJECT NAME: 6007047 Canoe Club
TO: Linda Wiggs
Division of Water Quality - Surface Water Protection Section
L:inda.W'[e-mail]
FROM: Kimberly Walker
LandDesign
One Page Avenue
Suite 220
Asheville, NC 26801
[e-mail]
CC:
WE ARE SENDING:
LID - Additional Requested Information
VIA:
Hand
PURPOSE:
For your approval
PROJECT #: 6007047
FILE COPY
Quantity
Dated
Description
i
--
LID :Narrative Seal Date 4.7.09 for'Stamp Approval' and return to LandDesign.
Note: Appendix E spreadsheets are Engineer Sealed.
2
Appendix E Spreadsheets Engineer Sealed for file as requested.
2;
--
LID Density "Built Upon" Area Calculations Spreadsheet -
Seal Date 5.21.09
NOTES:
Linda
Per your email request and speaking with Marty for additional final information needed to grant LID permit for Canoe Club;
please find the enclosed.
Thanks Kimberly
If the document was delivered via FAX, me accompanying transmission contain•, confidential Information Intended orgy for the use of the Individual of the ¢airy named! above. If you arenot the InteMed reciplent, yeu are
hereby notified that any disclosure, cements , der mution or the mdng of any action In Interstice the contents of this factTe le information Is stitch, prohbited. If you have received this FAX in error, please Immedlatch noel,
m by telephone to arrange for dipposhon or return of the documents to us.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC

Project: 6007047
CANOE CLUB LOW IMPACT DEVELOPMENT DENSITY RESIDENTIAL
"BUILT -UPON" AREA CALCULATIONS
NUMBER
TOTAL AREA
(FT2)UPON'
BUILDING 'BUILT-
AREA (FT2)(FT2)
ROADWAYS/PARKING
'BUILT -UPON' AREAS
TOTAL "BUILT -
UPON' AREA (FT2)
V Lt�iAQE? Mommmumm
1 79951
19992
5080
25072
2
65658
19992
7240
27232
3
50472
15993
5188
21181
4
40199
11995
4124
16119
5
34392
7996
5477
13473
101
15633
3147
948
4095
102
12953
3147
1168
4315
103
20546
1550
2004
3554
104
16526
1537
1413
2950
105
11166
2175
846
3021
106
10720
2008
766
2774
107
1 9826
2008
773
2781
108
10273
2008
802
2810
109
11613
2008
1043
3051
110
12953
2175
987
3162
111
10720
3147
1011
4158
112
12953
2175
1566
3741
113
15633
1658
2233
3891
114
15186
3147
1124
4271
115
1 11613
1867
106
1973
116
8933
2008
860
2868
117
8933
2008
862
2870
118
9826
2008
1590
3598
119
10720
2175
1470
$645
120
7146
2008
737
2745
121
11613
2175
1648
3823
122
7593
2008
782
2790
123
16079
3147
1860
5007
124
10273
2008
1540
3548
125
1 12506
2175
2108
4283
126
7593
2008
553
2561
127
8040
2008
670
2678
128
7146
2008
565
2573
129
12060
2175
640
2815
130
19206
3147
676
3823
131
20099
3147
676
3823
132
16526
3147
658
3805
133
1 12506
2736
640
3376
134
11613
2008
640
2648
135
9380
2008
640
2648
136
13400
3147
469
3616
137
10720
2175
811
2986
301
2680
707
634
1341
G:\_2007\6007047\Docs\Permit Forms\NCDENR StormwateALID\6007047 LID Built Upon Area-LD5-11-2009.xis Landdesign

Project: 6007047
CANOE CLUB LOW IMPACT DEVELOPMENT DENSITY RESIDENTIAL
'BUILT -UPON' AREA CALCULATIONS
NUMBER
TOTAL AREA
(FT2)
BUILDING "BUILT-
UPON' AREA (FT2)
ROADWAYS/PARKING
'BUILT -UPON' AREAS
(FT2)UPON'
TOTAL "BUILT -
AREA (FT2)
302
3573
707
387
1094
303
5360
707
316
1023
304
4467
707
354
1061
305
4467
707
937
1644
306
4467
707
868
1575
5806
707
1685
2392
4020
707
742
1449
4467
707
872
1579
L307
5360
707
852
1559
5360
707
858
1565
4020
707
431
1138
' .
mmmmammmum
1
12506
500
1124
1624
2
2233
0
2001
2001
3
3127
25
1598
1623
4
893
0
618
618
5
3127
25
1294
1319
6
96924
1200
90
1290
7
10273
50
4950
5000
8
80844
60
260
320
9
16526
200
900
1100
10
280498
775
5464
6239
11
38412
500
4050
4550
Total 1 1 1320304 1 172978 1 96280 1 269258
30.31 Ac.
6.18
G:\,2007\6007047\Docs\Permit Forms\NCDENR Stormwater\LID\6007047 LID Built Upon Area-LDS-11-2009.xis Landdesign

t/!
urban design planning civil engineering branding landscape architecture
April 8, 2009
Ms. Linda Wiggs
Environmental Specialist
NCDEN R -DW Q -Asheville
2090 US Hwy. 70
Swannanoa, NC 28778
RE: Canoe Club — Low Impact Development Stormwater Management
LDI Project No. 6007047
Dear Ms. Wiggs,
Enclosed please find two (2) sets of the stormwater permit submittal package for The Canoe Club in
Jackson County, NC. The stormwater on this project will be managed by the implementation of Low
Impact Development measures as we previously discussed in our meeting of 2/19/09. Included within
the submittal package are a detailed Low Impact Development Narrative and Stormwater Management
Calculations and Construction Plans. The review fee was submitted previously. Sanitary sewer plans
have not been included in this submittal to eliminate unnecessary printing and information.
If you should have any questions, comments or need any additional information during your review
please call.
Respectfully Submitted,
LANDDESIGN, INC. "
Scott Homewood, EI
Washington DC
Charlotte NC
Grove Arcade Building - Pinehurst NC
One Page Avenue, Suite 220
Asheville, NC 28801 Asheville NC
Tampa FL
V: 828.281.1447
F: 828.281.1449 NashvilleTN
w ..LandDesign.com G:\_2007\60070470ocsWermit Forms\NCDENR Stormwater\LID\7047-DWQ LID-CoverLetter.doc Beijing PRC

Project: 6007047
DWQ USE ONLY '
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form mai be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Cashiers Canoe Club Development, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Steven G. Harris, Operations Manager
3. Mailing Address for person listed in item 2 above:
1600 Camden Road
City: Charlotte State: NC Zip: 28203
Phone: 704, 377.6224 Fax: [phone]
Email: [e-mail]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
City: Cashiers County: Jackson Zip: 28717
6. Directions to project (from nearest major intersection):
Approximately 2300 feet down Cashiers Lake Road to the intersection of Cashiers School Road.
7. Latitude:35° 06'20 " N Longitude:83°06'11" W of project
8. Contact person who can answer questions about the project:
Name: Marty Kocot, PE Telephone Number: 828.281 .1447
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New []Renewal ❑Modification
Form SWU-101 Version 03.27.08 Page - 1 - of 4
G:\_2007\60070470ocs\Permit Forms\NCDENR 8tormwater\UD\Perm1t\6007047 Stormwater Management Application UnDac LandDesign

Project: 6007047
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ❑High Density ❑Redevelop ❑General Permit ❑Universal SMP NOther(LID)
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major NSedimentation/Erosion Control ❑404/401 Permit NNPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be treated utilizing Low Impact Development techniques and measures.
2. Stormwater runoff from this pr ct drains to the Savannah River basin. Classification B; Tr RW
3. Total Property Area: 30.31 acres 4. Total Wetlands Area:.22 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 6.40 J acres 7. Project Built Upon Area: 21.11 %
8. How many drainage areas does the project have? 2
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, com Tete the table with one drainage area for each engineered stormwater device.
Basin Inforpiation
Drainage Area 1`
�.ramage Urea 2
Receiving Stream Name
Tributary (west)
Tributary (east)
Stream Class & Index No.
B, Tr, ORW, 3
B, Tr, ORW, 3
Total Drainage Area (sf)
1,313,334
1,845,637
On-site Drainage Area (so
72,751
690,881
Off-site Drainage Area (so
1,240,583
1,154,756
Existing Impervious* Area (so
82,328
83,788
Proposed Impervious*Area (so
10,563
130,527
Impervious* Area (total)
7.07%
11.61%
Impervious`,Surface Area
Drai ,',-rea 1
Dramage Area 2';`
On-site Buildings (so
1,808
67,741
On-site Streets (sf)
8,755
62,786
On-site Parking (so
Included in streets
Included in streets
On-site Sidewalks (so
0
0
Other on-site (so
0
0
Off-site (so
82,328
42,015
Total (so:
92,891
172,542
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon
area percentage calculation. This is the area used to calculate percent project built upon area (BLIA).
Form SWU-101 Version 03.27.08 Page - 2 - of 4
G:\_2007\6007047\Docs\Perm it Forms\NCDENRStormwater\LID\Permit\6007047 Stormwater Management Application LID.Doc LandDesign

Project: 6007047
10. How was the off-site impervious area listed above derived? High definition orthogonal images provided
by Tackson County, field shot survey data, and site visit verification. Areas determined by polygons in
AutoCAD.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each
lot number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can
be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms. Forms can be downloaded from
http://h2o.enr.state.nc.us/suibmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Offsite System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page - 3 - of 4
G:\_2007\60070470ocs\Permit Forms\NCDENR Stormwater\LID\Permit\6007047 Slormwaler Management Application LID.Doc LandDesign

Project: 6007047
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application package
should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on
the interactive online map at htti)://li2o.enr.state.ne.us/su/insi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initial
• Original and one copy of the Stormwater Management Permit Application Form
M5 l�
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if/f!
required as per Part IV above)
---
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
IVI-4
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
N J
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
IN H
• Copy of any applicable soils report
A S /V
• Two copies of plans and specifications (sealed, signed & dated), including:
A S H
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Marty Kocot, PE LandDesign, Inc.
Mailing Address:1 Page Avenue, Suite 220
City: Asheville State: NC Zip: 28801
Phone: [phone] Fax: [phone]
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Steven G. Harris, certify that the information
included on this permit application form is, to the best of my knowledge, correct and that the project will be
constructed in conformance with the approved plans, that the required deed restrictions and protective
covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H
.1000.
Form SWU-101 Version 03.27.08 Page - 4 - of 4
G:\_2007\6007047\DocsWernitForms\NCDENRStormwater\LID\Permit\6007047 Slormwaler Management Application LID.Doc LandDesign

Project: 1107047
CANOE CLUB LOW IMPACT DEVELOPMENT DENSITY RESIDENTIAL ,Nji 1,144-
"BUILT -UPON" AREA CALCULATIONS
NUMBER
TOTAL AREA
(FT2)UPON"
BUILDING "BUILT-
AREA (FT2)(FT2)
ROADWAYS/PARKING
'BUILT -UPON" AREAS
TOTAL "BUILT -
UPON' AREA (FT2)
1
79951
19992
5080
25072
2
65658
19992
7240
27232
3
50472
15993
5188
21181
4
40199
11995
4124
16119
5
34392
7996
5477
13473
NEVAIM
SH9919mmNEVI
101
15633
3147
948
4095
102
12953
3147
1168
4315
103
20546
1550
2004
3554
104
16526
1537
1413
2950
105
11166
2175
846
3021
106
10720
2008
766
2774
107
9826
2008
773
2781
108
10273
2008
802
2810
109
11613
2008
1043
3051
110
12953
2175
987
3162
111
10720
3147
1011
4158
112
12953
2175
1566
3741
113
15633
1658
2233
3891
114
15186
3147
1124
4271
115
11613
1867
106
1973
116
8933
2008
860
2868
117
8933
2008
862
2870
118
9826
2008
1590
3598
119
10720
2175
1470
3645
120
7146
2008
737
2745
121
11613
2175
1648
3823
122
7593
2008
782
2790
123
16079
3147
1860
5007
124
10273
2008
1540
3548
125
12506
2175
2108
4283
126
7593
2008
553
2561
127
8040
2008
670
2678
128
7146
2008
565
2573
129
12060
2175
640
2815
130
19206
3147
676
3823
131
20099
3147
676
3823
132
16526
3147
658
3805
133
12506
2736
640
3376
134
11613
2008
640
2648
135
9380
2008
640
2648
136
13400
3147
469
3616
137
10720
2175
811
2986
301
2680
707
-6-34-1
1341
/ G:\_2007\60070470ocs\Permit Forms\NCDENR Stormwater\LID\6007047 LID Built Upon Area-LD5-71-2009.x1s
Landdesign

Project: 6007047
CANOE CLUB LOW IMPACT DEVELOPMENT DENSITY RESIDENTIAL
'BUILT -UPON' AREA CALCULATIONS
NUMBER
TOTAL AREA
(FT2)UPON'
BUILDING 'BUILT-
AREA (FT2)
ROADWAYS/PARKING
'BUILT -UPON' AREAS
(FT2)UPON'
TOTAL "BUILT -
AREA (FT2)
302
3573
707
387
1094
303
5360
707
316
1023
304
4467
707
354
1061
305
4467
707
937
1644
306
4467
707
868
1575
307
5806
707
1685
2392
308
4020
707
742
1449
309
4467
707
872
1579
310
5360
707
852
1559
311
5360
707
858
1565
312
4020
707
431
1138
1
12506
500
1124
1624
2
2233
0
2001
2001
3
3127
25
1598
1623
4
893
0
618
618
5
3127
25
1294
1319
6
96924
1200
90
1290
7
10273
50
4950
5000
8
80844
60
260
320
9
16526
200
900
1100
10
280498
775
5464
6239
11
38412
500
4050
4550
Total 1320304 1 172978 1 96280 1 269258
30.31 Ac.
CARATT
SEAL
17640
��•rrT E.'1'GIN EF::�OG��
M
G:\_2007\6007047\Docs\Permit Forms\NCDENR Stormwater\LID\6007047 LID Built Upon Area-LDS-11-2009.xls Landdesign

Project: 6007047
CANOE CLUB LOW IMPACT DEVELOPMENT DENSITY RESIDENTIAL
'BUILT -UPON' AREA CALCULATIONS
NUMBER
TOTAL AREA
(FT2)UPON'
BUILDING 'BUILT-
AREA (FT2)
ROADWAYS/PARKING
"BUILT -UPON' AREAS
(FT2)UPON'
TOTAL "BUILT -
AREA (FT2)
1
79951
19992
5080
25072
2
65658
19992
7240
27232
3
50472
15993
5188
21181
4
40199
11995
4124
16119
5
34392
7996
5477
13473
101
15633
3147
948
4095
102
12953
3147
1168
4315
103
20546
1550
2004
3554
104
16526
1537
1413
2950
105
11166
2175
846
3021
106
10720
2008
766
2774
107
9826
2008
773
2781
108
10273
2008
802
2810
109
11613
2008
1043
3051
110
12953
2175
987
3162
111
10720
3147
1011
4158
112
12953
2175
1566
3741
113
15633
1658
2233
3891
114
15186
3147
1124
4271
115
11613
1867
106
1973
116
8933
2008
860
2868
117
8933
2008
862
2870
118
9826
2008
1590
3598
119
10720
2175
1470
3645
120
7146
2008
737
2745
121
11613
2175
1648
3823
122
7593
2008
782
2790
123
16079
3147
1860
5007
124
10273
2008
1540
3548
125
12506
2175
2108
4283
126
7593
2008
553
2561
127
8040
2008
670
2678
128
7146
2008
565
2573
129
12060
2175
640
2815
130
19206
3147
676
3823
131
20099
3147
676
3823
132
16526
3147
658
3805
133
12506
2736
640
3376
134
11613
2008
640
2648
135
9380
2008
640
2648
136
13400
3147
469
3616
137
10720
2175
811
2986
301
2680
707
634
1341
G:\_200A6007047\Docs\Permit Forms\NCDENR Stormwater\LID\6007047 LID Built Upon Area-LD5-11-2009.xls Landdesign

Project: 6007047
CANOE CLUB LOW IMPACT DEVELOPMENT DENSITY RESIDENTIAL
"BUILT -UPON" AREA CALCULATIONS
NUMBER
TOTAL AREA
(FT2)UPON'
BUILDING "BUILT-
AREA (FT2)
ROADWAYS/PARKING
'BUILT -UPON" AREAS
(FT2)UPON'
TOTAL "BUILT -
AREA (FT2)
302
3573
707
387
1094
303
5360
707
316
1023
304
4467
707
354
1061
305
4467
707
937
1644
306
4467
707
868
1575
307
1 5806
707
1685
2392
308
4020
707
742
1449
309
4467
707
872
1579
310
5360
707
852
1559
311
5360
707
858
1565
312
4020
707
431
1138
1
12506 ,.
500
1124
1624
2
2233
0
2001
2001
3
3127
25
1598
1623
4
893
0
618
618
5
3127
25
1294
1319
6
96924
1200
90
1290
7
1 10273
50
4950
5000
8
80844
60
260
320
916526
200
900
1100
10
280498
775
5464
6239
11
1 38412
500
4050
4550
Total 1 1 1320304 1 172978 1 96280 1 269258
30.31 Ac.
ME
G:\_2007\600704TDocs\Permit Forms\NCDENR Stormwater\LID\6007047 LID Built Upon Area-LD5-11-2009.xis Landdesign

Page 1 of 2
Kimberly Walker 05 t
From:
Marty Kocot
Sent:
Friday, May 08, 2009 4:09 PM
To:
Wiggs, Linda
Cc: Kimberly Walker
Subject: RE: permit
Linda, Happy Friday. Sorry I have been away in Charlotte. Tried to call you to follow up on your vm message regarding the
Canoe Club, Now we are playing telephone tag. You are it.
Kimberly will deliver the items you requested to your office on Monday morning. You can always get me on my mobile. 230-
7958.
Have a great weekend.
Marty
Marty Kocot, PE
Partner
LandDesign - Asheville, NC
Grove Arcade Building
One Page Avenue, Suite 220
Asheville, NC 28801
V: 828.281.1447 Ext 222
F: 828.281.1449
M: 828.230.7958
From: Wiggs, Linda [mailto:[e-mail]]
Sent: Monday, May 04, 2009 7:48 PM
To: Marty Kocot
Subject: permit
Hi Marty,
I have just gotten through my phone message and you are near the end of them so I wanted to shoot you a quick email. First
of all keep in mind it was Mike that said he would get the permit out within a week, not me. So sorry but once again you are
stuck with me.
However I do like the submittal. I would like to have this project out this week, but it will probably be next week before you
will see it. I am taking home a draft of the permit tonight to speed things up, it may be Friday before I can get it through peer
review though, then hopefully I can have this on my supervisors desk Monday.
There are some more things I would like you to submit to me, these are for proper permitting procedures:
* Two signed and dated copies of Appendix E -LID -EZ Spreadsheet.
* Another Narrative booklet. I need to have one I can send to you with the approval stamp and Mike has my other cc. He also
has my other set of large plans, so I am going to keep the smaller version and send you my large set with approval. This suits
me just fine given we don't have the proper file cabinets for plans.
I will be in the office Tuesday, but slammed!!! If you need to reach me you may have better luck via email.
Linda
Linda Wiggs - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
5/11/2009

Page 2 of 2
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
5/11/2009

Page 1 of 1
La1.d}es1_
TRANSMITTAL
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V: 828.281.1447 F: 828.281.1449
DATE:
4/16/2009
PROJECT NAME:
6007047 Canoe Club
TO:
David Lee PROJECT#: 6007047
1
Harris Development Group, LLC
Current Working Plans Set half size (12x18) dated 4-7-09
1600 Camden Road
4/7/2009
Charlotte, NC 28203
1
[e-mail]
FROM: Scott Homewood
Grove Arcade Building
One Page Avenue, Suite 220
Asheville, NC 28801
[e-mail]
CC:
WE ARE SENDING: Copy of L"IDgSubrrlittal to DWQ;
VIA: Mail
PURPOSE: Foryouruse
Quantity
Dated
Description
1
4/7/2009
Copy of LID narrative Submitted to DWQ dated 4-7-09
1
4/7/2009
Current Working Plans Set half size (12x18) dated 4-7-09
1
4/7/2009
Copy of Submitted Stormwater Application dated 4-7-09
1
4/8/2009
Copy of Cover Letter to Linda Wiggs dated 4-8-09
1
4/9/2009
Copy of Transmittal to Linda Wiggs dated 4-9-09
NOTES:
David,
Please find a copy of the submittal documents sent to Linda Wiggs (DWQ) for your review, use, and files. Included in this
submittal is the current working set of drawings submitted to DWQ with the sanitary sewer plans, profiles, and details
included (sanitary sewer sheets not submitted to DWQ due to relevance). Please feel free to contact me with any questions
or comments.
Thanks,
Scott Homewood
"'his document was delivered via FM, the accampanying hansmisma contains confronted Indentation Intended only for theme of the IMividual of the erab, named above. If you are rut the Intended recipient, you are
hereby hatued that anydisclosum,copying, disbibudon or the men, of any action in heroines urge¢contents of this beasinle information is sbktty prohibited If you have warmed! this M in error, please immmia'ey hefty
us by tetephone to orange for disposition or return of go documents to us.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
about:blank 4/16/2009

TRANSMITTAL
Page 1 of 1
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V: 828.281.1447 F: 828.281.1449
DATE:
4/16/2009
PROJECT NAME:
6007047 Canoe Club
TO:
Mike Randall
DWO
512 N. Salisbury St.
9th Floor Suite 942
Raleigh, NC 27604
[e-mail]
FROM: Scott Homewood
Grove Arcade Building
One Page Avenue, Suite 220
Asheville, NC 28801
[e-mail]
CC:
WE ARE SENDING: Copy of LID Narrative for Canoe Club
VIA: Mali
PURPOSE: For your approval
PROJECT #: 6007047
Quantity
Dated
Description
1
4/7/2009
Copy of LID Narrative for Canoe Club dated 4/7/09
NOTES:
Mike,
Please find a copy of the LID narrative and calculations for Canoe Club as requested by Linda Wiggs. Please feel free to
contact me with any questions or comments.
Thanks,
Scott Homewood
f this document was delNerod via FAX, the accompanying tmnsmission camalns con Wermal Information Intended anty for the use of the afinklual of the entity named spews. If you are not the Instead recipient, you are
hereby awlad that any disclosure,copying, distribution or the taking of any action in mismaneon the contents of this facsimile Information is shirty pnhiblaxi If you have received due FAX in ermr. please Immediately early
us by felephona to artange lartlispasition ar realm of the documents to us.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN, Beijing PRC
about:blank 4/16/2009

LandDeskn.
TRANSMITTAL
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V: 828.281.1447 F: 828.281.1449
DATE: 4/9/2009
PROJECT NAME: 6007047 Canoe Club
TO: Linda Wiggs
Division of Water Quality - Surface Water Protection Section
[e-mail]
FROM: Scott Homewood
LandDesign
[e-mail]
CC:
WE ARE SENDING:
Canoe Club LID Stormwaler Permit Application Submittal
VIA:
Hand
PURPOSE:
For your approval
Page 1 of 1
PROJECTS: 6007047
Quantity
Dated
Description
2
4/8/2009
Signed Stormwater Permit Applications (one original, one copy)
24/7/2009
24x36 Construction Plans for Canoe Club Seal Date 4/7/09 Plans Set included Sheets C7.0, C.1.1, C2.1, C2.2,
\
V
C2.3, C2.4, C3.1, C3.2, C3.3, C3.4, C4.1, C4.2, 4.4, C7.1, C7.2, C7.3, C7.4, D1.1, D1.2, D1.3 plans set does
not include sanitary sewer plans.
1lv
4/7/2009
12x18 Construction Plans for Canoe Club Seal Date 4/7/09 Plans Set included Sheets C1.0, C.1.1, C2.1, C2.2,
C2.3, C2.4, C3.1, C3.2, C3.3, C3.4, C4.1, C4.2, 4.4, C7.1, C7.2, C7.3, C7.4, D1.1, D1.2, D1.3 plans set does
not include sanitary sewer plans.
1
4/7/2009
Detailed Low Impact Development Narrative & Stormwaler Management Calculations for Canoe Club dated
1r
April 7, 2009 Narrative includes soils mapping, natural resource inventory, and stormerater management
calculations.
1
4/7/2009
Cover letter addressed to Linda Wiggs from Scott Homewood Dated April 8, 2009
NOTES:
Linda,
Please find the enclosed permit application submittal for Canoe Club.
"'his documentwas delivered via FAX. Me accompanying transmission conalas conrdemal infom,adon intended only for the use of the individual of the entry barred above. It you are net the intended recipient, you are
hereby,pd6ed that any disclosure, copying, distribution or Me tabling otany action in reliance on the contents of this tacslmile information is shinny pmlocard. If you hue hossined this FAX in error, please immedlateN notify
us by telepM1one to artanga fordaposition or eemrn of the tlpcuments m us.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
about:blank 4/9/2009

urban design planning civil engineering branding landscape architecture
April 8, 2009
Ms. Linda Wiggs
Environmental Specialist
NCD EN R -DW Q -Asheville
2090 US Hwy. 70
Swannanoa, NC 28778
RE: Canoe Club — Low Impact Development Stormwater Management
LD1 Project No. 6007047
Dear Ms. Wiggs,
Enclosed please find two (2) sets of the stormwater permit submittal package for The Canoe Club in
Jackson County, NC. The stormwater on this project will be managed by the implementation of Low
Impact Development measures as we previously discussed in our meeting of 2/19/09. Included within
the submittal package are a detailed Low Impact Development Narrative and Stormwater Management
Calculations and Construction Plans. The review fee was submitted previously. Sanitary sewer plans
have not been included in this submittal to eliminate unnecessary printing and information.
If you should have any questions, comments or need any additional information during your review
please call.
Respectfully Submitted,
LANDDESIGN, INC.
Qom/
Scott Homewood, EI
Washington DC
Charlotte NC
Grove Arcade Building
Pinehurst NC
One Page Avenue, Suite 220
Asheville, NC 28801
Asheville NC
Tampa FL
V: 828.281.1447
F: 828.281.1449
NashvilleTN
www.LandDesign.com G:\-2007\6007047\Docs\Permit Forms\NCDENR Stormwater\LID\7047-DWQ LID-CoverLetter.doo
Beijing PRC

Project: 6007047
DWQ USE ONLY"
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form mai be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Cashiers Canoe Club Development, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Steven G. Harris, Operations Manager
3. Mailing Address for person listed in item 2 above:
1600 Camden Road
City: Charlotte State: NC Zip: 28203
Phone: 704, 377.6224 Fax: [phone]
Email: [e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
Cashiers Lake Road
City: Cashiers County: iackson Zip: 28717
6. Directions to project (from nearest major intersection):
Approximately 2300 feet down Cashiers Lake Road to the intersection of Cashiers School Road.
7. Latitude:350 06'20 " N Longitude:83006'11" W of project
8. Contact person who can answer questions about the project:
Name: Marty Kocot, PE Telephone Number: 828.281 .1447
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 03.27.08 Page - I - of
G\_2007\6007047\Docs\Perm it Forms\NCDENR StormwaterLLlD\Permit16007047 Stormwater Management Application LID. Doe LandDesign

Project: 6007047
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ❑High Density ❑Redevelop ❑General Permit ❑Universal SMP ®Other(LID)
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ®NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be treated utilizing Low Impact Development techniques and measures.
Detailed narrative is attached.
2. Stormwater runoff from this project drains to the Savannah River basin. Classification B; Tr, ORW
3. Total Property Area: 30.31 acres 4. Total Wetlands Area: .22 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 6.40 acres 7. Project Built Upon Area: 21.11
8. How many drainage areas does the project have? 2
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information.:,
Drainage Area 1, -,'.,-,
Drrainage A- 2. = ^;
Receiving Stream Name
Tributary (west)
Tributary (east)
Stream Class & Index No.
B, Tr, ORW, 3
B, Tr, ORW, 3
Total Drainage Area (sf)
1,313,334
1,845,637
On-site Drainage Area (so
72,751
690,881
Off-site Drainage Area (so
1,240,583
1,154,756
Existing Impervious* Area (sf)
82,328
83,788
Proposed Impervious*Area (at)
10,563
130,527
Impervious* Area (total)
7.070/a
11.61%
Impervious* Surface Area j
Drainage Area 1, -,'.,-,
Drainage Area 2 '
On-site Buildings (sf)
1,808
67,741
On-site Streets (at)
8,755
62,786
On-site Parking (at)
Included in streets
Included in streets
On-site Sidewalks (so
0
0
Other on-site (sf)
0
0
Off-site (sf)
82,328
42,015
Total (so:
92,891
172,542
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current polio regarding inclusion of wetlands in the built upon
area percentage calculation. This is the area used to calculate percent project built upon area (B UA).
Form SWU-101 Version 03.27.08 Page - 2 - of
G:\_2007\6007047\Docs\Permit Forms\NCDENR Stormwater'll-OPermit\6007047 Stormwater Management Application LID.Doc LandDesign

Project. 6007047
10. How was the off-site impervious area listed above derived? High definition orthogonal images provided
by Jackson County, field shot survey data, and site visit verification. Areas determined by polygons in
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each
lot number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can
be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms. Forms can be downloaded from
http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Offsite System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page - 3 - of 4
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Project: 6007047
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application package
should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on
the interactive online map at http://l12o.enr.state.no,us/su/insi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initial$
• Original and one copy of the Stormwater Management Permit Application Form
/Y15 f-/
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if/f1
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
/t//J1
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
H
• Calculations & detailed narrative description of stormwater treatment/ management
'Mf H _
• Copy of any applicable soils report
M S /V
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/ project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Marty Kocot, PE LandDesign, Inc.
Mailing Address: 1 Page Avenue, Suite 220
City: Asheville State: NC Zip: 28801
Phone: [phone] Fax: [phone]
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Steven G. Harris, certify that the information
included on this permit application form is, to the best of my knowledge, correct and that the project will be
constructed in conformance with the approved plans, that the required deed restrictions and protective
covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H
.1000.�(,y�
Signature:���� -=w - Date: • 6 .07
_
Form SWU-101 Version 03.27.08 Page - 4 - of
G:\_2007\6007047\Docs\Permil Forms\NCDENR Stormwater\LID\Permit\6007047 Stormwater Management Application LID.Doc LandDesign

HARRIS DEVELOPMENT
GROUP, LLC
LETTER OF TRANSMITTAL
To: LandDesign Asheville
One Page Avenue, Suite 200
Asheville. NC 28801
Attn: Stephanie Pankiewicz
Phone: [phone]
Fax: [phone]
We are sending you: X Attached
Pricing Information
Specifications
Invoice
Copy of Letter
Change Order
Date: 4/8/2009
Proj: Canoe Club
Re: NCDENR/DWQ Permit
Method: M �wJ�y�tq
Under Separate Cover
Contract
Drawings
Finish Schedule
Punch List
X Other
Quantity Date Description
1 04/08/09 Stormwater Management Application
Remarks:
Sent by: David G. Lee
Copies to:

O/aO�W AAT�o
V1®�
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Steven Harris
1600 Camden Road
Charlotte, NC 28208
Dear Mr. Harris:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 3, 2008
7007 1490 0004 0798 8305
Coleen Sullins. Director
Division of Water Quality
(060f aq�
Subject: Stormwater Management Permit Application
Cashiers Canoe Club Development, LLC
Jackson County
On August 4, 2008, the Division of Water Quality (DWQ), Asheville Regional Office received your
submittal for a Stormwater Management Permit for the Canoe Club Development in Cashiers, NC.
After a preliminary review the submittal has been deemed deficient, and we are returning it
unprocessed.
For your assistance in future submittals the following items will be needed;
1. Plan symbology/details must clearly be depicted in the legend.
2. Plan scales need to be larger. See Device BMP Supplement; 1"=50' or larger
3. Property and project boundaries need to be included. If these are the same please articulate.
4. All water features, and buffers need to be clearly delineated on all plans. For example wetlands
were not shown on C7.1 &2. Placement of Communal #9 and Individuals#128, 129.
5. Mean and/or seasonal high water line is identified. For example: Cashiers Lake high water line,
stream high waterline. Communal #12, Individual #120, 122, 124.
6. Existing contours, and proposed contours are clearly shown.
7. Drainage areas are delineated; including all off-site contributions. The drainage areas for each
stormwater management device must be delineated. The size of the system must take into
account the runoff at the ultimate built -out potential from all surfaces draining to the
system, including any off-site drainage.
8. All Built Upon Area must be shown, including driveways, sidewalks etc or be included in the
calculations and described.
9. Drainage easements and pipe sizes are identified
10. Stormwater conveyance systems are shown.
11. BMP bypass must be identified.
12. Vegetated filters and level spreaders are identified at each BMP bypass. Noehcarolina
atura!!1/
North Carolina Division of Water Quality 2090 US Hwy 70, Swannanoa, NC 28778 Phone [phone]
Internet: www.ncwaterguality.org Fax [phone]
G:\WPDATA\DEMWQ\Jackson\State Stormwater Management\CanoeClub\S W 1080801 retum.doc
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10%Post Consumer Paper

:
Meeting Dotes -"'
urban design planning civil engineering landscape architecture
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MEETING LOCATION: �t r --["` FA„_,
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SUBMITTED BY.-
ATTENDEES:
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ATTENDEES:
MEETING NOTES:
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Meeting Notes
Lan urban urban design planning civil engineering landscape architecture
PROJECT NAME:
MEETING LOCATION:
PURPOSE:
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PROJECT #:
These notes reflect the author's interpretation of the events at the referenced meeting.Any changes or additions required should be
submitted to the author in writing.

Meeting Notes
LandDe* urban design #p[r)(A*4*engineen?n'09Aa& architecture
%M T)/
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DATE:
PROJECT NAME: &2dVW PROJECT
MEETING LOCATION: a�V I +k &I
PURPOSE: 40000— 1,, --, V 7AA
SUBMITTED BY: -2-
ATTENDEES-
MEETING NOTES:
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These notes reflect the author's interpretation of the events at the referenced meeting.Any changes or additions required should be
submitted to the author in writing.

DEVELOPER
CASHIERS CANOE CLUB
CONTACT
DEVELOPMENT, LLC
C1.0
1600 CAMDEN ROAD
12/19/08
CHARLOTTE, NC 28203
C1.1
CONTACT: DAVID LEE
12119148
PH: 704.887.4773
CIVIL
LANDDESGN, INC
ENGINEER/
i GROVE ARCADE BUILDING
LANDSCAPE
ONE PAGE AVENUE, SUITE 220
ARCHITECT
ASHEVILLE, NC. 28801
C2.3
PH: 828.281.1447
12/19/08
FAX: [phone]
LAND
SYLVESTER & COMPANY, P.A.
SURVEYOR
P.O. BOX 1596
_C2.4
C2.5
8 CHESTNUT SQUARE
12119108
CASHIERS, N.C. 28717
C3.1
PH: 828.743.2155
SITE INFORMATION
TOTAL PROJECT AREA - 53.79 AC
LINEAR FEET OF GRAVEL ROADS
18' WITH 4' SHOULDER - 3,277 LF
14' DRIVES WITH 4' SHOULDER - 1,552 LF
14' WIDE BRIDGES FOR DRIVES - 1 @ 80 LF
TOTAL LINEAR FEET - 4,989 LF
PROPOSED SINGLE FAMILY HOMES - 45
EXISTING SINGLE FAMILY HOMES - 4
DUPLEX UNITS - 19(38)
TOTAL DISTURBED AREA = 14.75 ACRES
Ric
SUBDIVISION PLANS
CASHIERS TOWNSHIP,
JACKSON COUNTY, NC
SHEET
INDEX:
SUBMITTAL DATE:
Q
u
C1.0
Cover Sheet
12/19/08
U
L
2
C1.1
Existing Conditions Plan
12119148
N
C2.1
Preliminary Plat I of 3
12/19/08
C2.2
Preliminary Plat 2 of 3
12119108
C2.3
Preliminary Plat 3 of 3
12/19/08
Site Plan I of 2
12119108
_C2.4
C2.5
Site Plan 2 of 2 M _ _
12119108
C3.1
Grading Erosion Control Infrastructure Plan I of 2
12/19108
C3.2
Grading Erosion Control Infrastructure Plan 2 of 2
12119108
C3.3
Grading Erosion Control Residential Plan I of 2
12119108
C3.4
Grading Erosion Control Residential Plan 2 of 2
12119/08
C4.1
Road Profiles I of 3
12119108
C4.2
Road Profiles 2 of 3
12119/08
C4.3
Road Profiles 3 of 3
12119108
C5. i
Sankai-y Sewer- Extension Plans of 2
NOT INCLUDED IN PERMIT SUBMITTAL
NOT INCLUDED IN PERMIT SUBMITTAL
C5.3
San ii ^ r Profile Sheet 1 of 2
NOT INCLUDED IN PERMIT SUBMITTAL
NOT INCLUDED IN PERMIT SUBMITTAL
NOT INCLUDED IN PERMIT SUBMITTAL
!�r-hi-rnnrjr- 12r-;4 e Well and Water- Distribution Plan 2 ef
NOT INCLUDED IN PERMIT SUBMITTAL
C7.1
Stormwater Management Plan 1 of 2
12/19/08
C7.2
Stormwater Management Plan 2 of 2
12/19/08
C7.3
Storm -water Management Drainage Area Map I of 2
12119108
C7A
Stormwater Management Drainage Area Map 2 of 2
12/19/08
C7.5
Overall Project Drainage Area Map
12119/08
C7.6
Grassed Swale Cross Sections
12/19/08
D1.1
Erosion Control Details
12/19/08
D 1.2
_
Erosion Control Details and Notes
12119108
D 1.3
Sani- ry Details and Notes
r_
NOT INCLUDED IN PERMIT SUBMITTAL
1. BOUNDARY SURVEY BY SYLVESTER & COMPANY, P.A.
2. CONTOUR ELEVATIONS PROVIDED BY SYLVESTER & COMPANY, P.A. & 2007 N.C.D.O.T. LIDAR DATA.
3. TOTAL PROJECT AREA= 53.79 ACRES.
4. NO PORTION OF THIS PROJECT LIES WITHIN THE 100 -YEAR FLOODPLAIN AS DEFINED BY THE NC FLOODPLAIN MAPPING PROGRAM.
5. PROPERTY PIN#'S: 7571-38-5825, 7571-39--9188, 7571-38---3044,
6. DEED REFERENCE: 1501/ 680, 1501/ 682, 1513/167.
7. THIS PROJECT IS EXEMPT OF JACKSON COUNTY SUBDIVISION ORDINANCES DUE TO VESTED RIGHTS.
8. WATERSHED CLASSIFICATION - CLASS "B" WATERS, TROUT WATERS, AND OUTSTANDING RESOURCE WATERS.
9. ALL IMPERVIOUS SURFACE AREA SHALL. BE TREATED TO DIVISION OF WATER QUALITY STANDARDS IN REGARDS TO THE ABOVE MENTIONED WATERSHED
CLASSIFICATIONS.
10_ FOR TYPICAL STREET SECTIONS, SEE SHEET D1.2-
11. ALL IMPROVEMENTS SHALL CONFORM TO THE WATERSHED PROTECTION ORDINANCE.
12. PRELIMINARY WETLANDS & WATER LIMITS SHOWN ARE AS DELINEATED BY CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
13. ALL PROPOSED ROADS WILL BE PRIVATE AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
14. ALL DRAINAGE SWALES AND STORM DRAINAGE CULVERTS LOCATED OUTSIDE OF THE 30' UTILITY, ACCESS AND DRAINAGE EASEMENT ARE SUBJECT TO A 10'
PERMANENT DRAINAGE EASEMENT, DENOTED BY "PDE".
15. SEWER SHALL BE PUBLIC AND SUPPLIED BY AN EXTENSION TO THE TUCKASEIG£E WATER AND SEWER AUTHORITY. ALL SEWER LINES SHALL HAVE A 20' DEDICATED
UTILITY EASEMENT.
16. ALL WATER SYSTEMS AND WELLS ARE PRIVATE AND SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
17. ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARDS.
18. ZONING DISTRICT 1S CASHIERS TOWNSHIP, JACKSON COUNTY.
19. PROVIDE A 30' UNDISTURBED BUFFER ALONG ALL SURFACE WATERS.
20, NO STREAMS OR WETLANDS SHALL BE DISTURBED UNTIL A PERMIT IS OBTAINED FROM NCDENR AND THE US ARMY CORPS OF ENGINEERS. ANY AREAS THAT MAY
BE CONSIDERED JURISDICTIONAL WATERS WHICH THE CONTRACTOR PROPOSES DISTURBANCE ACTIVITIES SHALL FIRST COORDINATE WITH THE ENGINEER PRIOR TO ANY
DISTURBANCE ACTIVITIES.
21. ALL ROAD CONSTRUCTION AND COMPACTION SHALL CONFORM TO NCDOT "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES."
22. WHERE PRESENT, CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER SERVICE AT ALL TIMES DURING CONSTRUCTION.
23. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL STORM WATER POLLUTION PREVENTION LAWS AND ORDINANCES.
24. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED
SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT
HIS EXPENSE.
25. IT SHALL BE THE RESPONS181LITY OF THE CONTRACTOR TO: A.) PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. B.)
PROTECT ALL UNDERGROUND UTILITIES. C.) NOTIFY ALL UTILITY COMPANIES AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL. UTILITIES PRIOR TO SMART OF
CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL CONFLICTS WHICH MAY EXIST BETWEEN THE EXISTING UTILITIES AND CONSTRUCTION PLANS
26. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE
REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S APPROVAL; MOREOVER, THIS RESTORATION
SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING
FENCES, REPLACING TREES, ETC.
27. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE NCDOT STANDARD
SPECIFICATIONS AND DRAWINGS. TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR 1S RESPONSIBLE FOR PROVIDING
TRAFFIC SAFETY MEASURES FOR WORK ON PROJECT.
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DAM
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CANOE CLUB
PARCEL #1 - PIN # 7571-38-3044 = 30.31 ACRES
PARCEL #2 - PIN # 7571-38-5825 0.40 ACRES
PARCEL #3 - PIN # 7571-39-9188 = 23.08 ACRES
TOTAL PROJECT AREA = 53.79 ACRES
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(SSC DRA WINGNO, 2000)
PARCEL #3
PIN # 7571-39-9188
23.08 ACRES
GENERAL NOTES:
1. BOUNDARY SURVEY. PROVIDED BY SYLVESTER & CO., P.A.
2. REFERENCE PLAT DRAWINGS 2951 N, 295 I LI , 2951 K, PREPARED
BY SYLVESTER & CO., P.A. FOR PLAT DRAWINGS,
3. TOPOGRAPHICAL DATA IS BASED ON 2007 NCDOT LIDAR DATA
AND FIELD SHOT DATA PROVIDED BY SYLVESTER & CO. P.A.
4. STREAM AND WETLANDS DELINEATION DATA PROVIDED BY
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
EXISTING CONDITIONS LEGEND
EXISTING TREE LINE (PARTIAL)
- - EXISTING I D' CONTOUR
-- - - -- - EXISTING T CONTOUR
WETLANDS AREAS
-- - PROPERTY BOUNDARY
EXISTING TRIBUTARIES
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PIN: 7571-28-6750 € ' 117.
DEED BOOK PAGE: 1074/287 I.?
- _
of
ASSOCIATION INC.� 0.20 AC _ - PAR •ER$ J '01'42"E
PIN: 7571-39-9188
f.G9 AC86
Sq S88'7a39" 276.47'
f .
DEED BOOK & PAGE: 1 5 031 /6 8 2 � ��
R'� LAKE HOUSE E/
6' 0' s s1.5�° t 30' UTILITY, DRAINAGE, ► }'�
p 6 6' AND ACCESS
, EASEMENT •,r��
_ 309 [ 120 d
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310 &1 -pt S8 7'21'36"E 1 r CASHIERS LADE ROAD
f ' Cl.t2 AC -� r , Is,
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PIN: 7571 28-515,
2 12 • f 9s� s FAMILY I Y, Q
DEED BOOK PAGE: 818
f o. �. �, W ---------- - -mss DIN: 7571-38-9262
1' ��. R DEED BOOK & PAGE: 990/80
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DDITIONAL DRAINAGE
f 0S •� s a' , n ASEMENTS SHALL BE �s
$ �RECORDED FOR ALL DRAINAGE
,•3�0�.. s WALES AND PIPES OUTSIDE
F � 6 ' �r'HE 30' ACCESS, DRAINAGE, ♦ 0,26.26 26 AC 70,
ST 9 f �
0 128 ND UTILITY EASEMENT.(TYP) ♦ 5&9� 3
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2 ), \ [3.16 AC GENERAL NOTES:
_ 3y5� r 5734 - �S� ;�,
#. BOUNDARY SURVEY PROVIDED BY SYLVI~STIrR & CO., P.A.
/� f �,� �� �� 3 1 ��3 3 2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCDOT LIDAR DATA
AND FIELD SHOT DATA PROVIDED BY SYLVESTER & CO., P.A.
No �' rn Lw ' ti X21 3. STEAM AND WETLANDS DELINEATION DATA PROVIDED BY
�4 F 133 �� CLEARWATER ENVIRONMENTAL CONSULTANTS.
cp l <� L28 C? ♦ 0.28 AC 4. ALL LOT LINES EXTEND TO THE CENTERLINE OF PROPOSED
ROADWAY.
129 C ` I 5. PROPOSED ROADS AND DRIVES SHALL HAVE A 30' DRAINAGE
C L [ C� [ C C INC.
I UTILITY AND ACCESS EASEMENT. EASEMENT SHALL BE I5 EACH SIDE
��• °� ti ; ] i! I P L t f V E IR P I � I S E S 1 € �I C , OF CENTERLINE OF ROAD OR SHARED DRIVE.
fl.i 320 ♦ j�� r�''•.N: 7571--37-•9705 b. ADDITIONAL DRAINAGE EASEMENTS ARE DELINEATED ON THE
130 ♦ �' ��' r 8s°28'43"L NSs 49'19" PRELIMINARY PLAT, SUBDIVISION PLANS AND STORMVVATER
/ MANAGEMENT PLANS.
A11010",
�/•--..�•-•DEEDBOOK &PAGE: 1719 635 l U, a 0.43 AC °' i I 44.76' 50.49' , �; � "' 131 y ��%A 7. COMMON OPEN SPACE (C.O.S.) SHALL BE OWNED AND
_ 0,45 AC j ��' �,'�°' MAINTAINED BY THE CANOE CLUB HOMEOWNERS ASSOCIATION.
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PROPERTY BOUNDARY/€K E/
EDGE OF PAVEMENT
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PIN: 7571-27-68 _..-M MATCHLINE
DEED BOOK & PAGE: 64/17 _ S6s.� 9 s'� - - - - - - - - -'- PROPOSED DRAINAGE EASEMENT
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R0GERS
ry IN FLET PIN: 7571-37-2651( )
DEED BOOK & PAGE: 117/454 f
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' MONDAY
PIU: 7572--30-701 [
PROPELTY 13OUt4 DEED BOOK PAGE:. 1570/86 =`a
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VILLAGE
210 a� c7 ;
327.04' " '
� l30' UTILITY, DRAINAGE', ���
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HOOPER 24� 9.�7 A[ �.
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PIN: 7571- �8 67_�❑ # - s'y27��,� _ 2�� - W
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TR VE URFA(-E TYP.
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{ SINALES AND PIP OUTSIDE
} #2
HE 3D' ACC AINAGE,4.33 AC
AND UTILITY EA ME T.(TYP) VILLAGE
203 #1
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SR 1113) STATE MAINTAINED
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PIN: 7571-28-675Q 137
03-64 AC
DEED BOOK �c PAGE: 10741.287 �� V, Ac
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s g T AVE SURFACE TYP. AND ACCESS
EASEMENT Q t
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PIN: 7571-39-9188
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DU ��I �' if __ #b Q o DEED BOOK & PAGE. 1501/682
PIN: 7571-38-0837ro
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AND CURVE TABLE.
GENERAL NOTES:
1. BOUNDARY SURVEY PROVIDED BY SYLVESTER & CO., P.A.
2. TOPOGRAPHICAL DATA 1S BASED ON 2007 NCDOT LIDAR DATA
AND FIELD SHUT DATA PROVIDED BY SYLVESTER & CO., P.A.
3. STEAM AND WETLANDS DELINEATION DATA PROVIDED BY
CLEARWATER ENVIRONMENTAL CONSULTANTS.
4. ALL LOT LINES EXTEND TO THE CENTERLINE OF PROPOSED
ROADWAY.
S. PROPOSED ROADS AND DRIVES SHALL HAVE A 30' DRAINAGE
UTILITY AND ACCESS EASEMENT. EASEMENT SHALL BE 1 S' EACH SIDE
OF CENTERLINE OF ROAD OR SHARED DRIVE.
6. ADDITIONAL DRAINAGE EASEMENTS ARE DELINEATED ON THE
PRELIMINARY PLAT, SUBDIVISION PLANS AND STORMWATER
MANAGEMENT PLANS.
7. COMMON OPEN SPACE (C.O.S.) SHALL BE OWNED AND
MAINTAINED BY THE CANOE CLUB HOMEOWNERS ASSOCIATION.
SITE PLAN LEGEND
PROPOSED CENTER LINE OF ROAD
PROPOSED LOT LINE
•••� PROPERTY BOUNDARY
EDGE OF PAVEMENT
----- L - - - - - - - PROPOSED DRAINAGE EASEMENT
N
S GRAPHIC SCALE
50 0 25 54 100
( IN FEET )
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ALL ROADS SHALL
HAVE 30' UTILITY,
DRAINAGE, AND
ACCESS EASEMENI
(TYP.)
ROAD B STA.: 10+00
INTERSECTS S,R. 1113
R12.0'
-
205
R2.0.0'
PROPERTY
BpU��ARY
INCDOT MAINTAINS �✓ ��—
DITCH TO DITCH
OF SR -1113
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D.29 AC J
111 109
[
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1
108
3 0.23 AC
MAINTAIN 30'
N ---DISTURBANCE x\30.
fFER FROM ALL SINGL CA __�
JRFACE WATERS GARAGE (TYP.}
M
ATCHLINE SEE SHEET
VILLAGE
207 . #247 A
c/
DOUBLE GARAGE
TYPICAL ALL
VILLAGE UNITS
203
VILLAGE
#1
1.79 AC
202
>/
107
0.22 AC
106
0,24 AC
ROAD A AND DRIVE 5
STA.: 10+00 INTERSECTS
S.R. 1113. FIELD VARIFY
EXA_ T ELEVATION.
105
0.25 AC
2c
18'WIDE GARVEL
ROADS WITH 3'
SHOULDERS AND
DITCH TYP
PR
00
♦ 0.24 AC
137
0.21 AC
C �
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f 304(
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305
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112
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ROAD A STA.: 13+ EJ
INTERSECTS DRIVE 1
STA. :10+OD
13
0 35 AC
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COMMUNITY PARKING
II
1C 114
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j EXISTING OMES
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103
46 AC
EXISTING HOMEJ'
N/F NEWTON
SCRAPE AND
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EXISTING DRIVES
3o_1�
X12 AC
l 0,08 AC
0.06 A r--
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102
1
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MAINTAIN 30'
NON --DISTURBANCE
BUFFER FROM ALL
SURFACE WATERS
1+66
1113.
"14'WIDE GRAVEL
ROADS WITH 3'
SHOULDERS AND
DITCHES (TYP)
T
]PROPOSED LOT
LINE (TYP.)
HIES b
'PROPERTt1113ARY
STRUCTURE LEGEND
PLAN
"All
2836 SF
i
PLAN "B
2233 SF
PLAN rrCrt PLAN r'D"
2011 SF DOUBLE UNIT
ril
E:1
PLAN OF
ECC] COTTAGE
GENERAL NOTES.
I, BOUNDARY SURVEY PROVIDED BY SYLVESTER & CO., P.A.
2. TOPOGRAPHICAL DATA IS BASED ON 2087 NCDOT LIDAR DATA
AND FIELD SHOT DATA PROVIDED BY SYLVESTER & CO., P.A.
3. STEAM AND WETLANDS DELINEATION DATA PROVIDED BY
CLEARWATER ENVIRONMENTAL CONSULTANTS.
4. ALL LOT LINES EXTEND TO THE CENTERLINE OF PROPOSED
ROADWAY.
S. PROPOSED ROADS AND DRIVES SHALL. HAVE A 30' DRAINAGE
UTILITY AND ACCESS EASEMENT. EASEMENT SHALL BE 15' EACH SIDE
OF CENTERLINE OF ROAD OR SHARED DRIVE.
6. ADDITIONAL DRAINAGE EASEMENTS ARE DELINEATED ON THE
PRELIMINARY PLAT, SUBDIVISION PLANS AND STORMVVATER
MANAGEMENT PLANS.
7. COMMON OPEN SPACE (C.O.S.) SHALL BE OWNED AND
MAINTAINED BY THE CANOE CLUB HOMEOWNERS ASSOCIATION.
SITE PLAN LEGEND
PROPOSED CENTER LINE OF ROAD
PROPOSED LOT LINE
DAM REPAIR AND ACCESS EASEMENT
WETLANDS AREAS
COMMON OPEN SPACE
E___
GRASS SWALE WITHIN PERMANENT
DRAINAGE EASEMENT I
PROPERTY BOUNDARY
y NIF NOW OR FORMERLY
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50 ❑ 25 50 100
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ERC751C3N CONTROL NOTES
r r r ` ' ° Y „INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE 1. TOTAL DISTURBED AREA: 14.75 ACRES.
2. EXISTING 2' CONTOURS SHOWN HAVE BEEN GENERATED FROM CONTOUR ELEVATIONS
FOR THE CONSTRUCTION OF COMPONENTS
• { � � j 1 � � • + § 1 � I �-� � � � � � ': PROVIDED BY STATE LIDAR INFORMATION AND FIELD SHOT DATA PROVIDED BY SYI_VESTER
RELATED TO INFRASTRUCTURE DEVELOPMENT & COMPANY, P.A.
ONLY. RESIDENTIAL CONTRACTOR IS 3.ALL CONSTRUCTION SHALL BE 1N COMPLIANCE WITH THE NORTH CAROLINA
f 1 G / + �� f i 1 } DEPARTMENT 4F ENVIRONMENTAL AND NATURAL RESOURCES "EROSION CONTROL
° 307 ,, �A/S
�` , � � ; � _ �~ i � � � � � � � ' RESPONSIBLE FOR COMPONENTS RELATED TO
� { � � � � - ��� � � { , � � � �� f � � � PLANNING AND DESIGN MANUAL' DATED JUNE 7, 2006.
E 2 f ( ' PERMANENT VEGETATION-� RESIDENTIAL CONSTRUCTION. 4. PROVED A 30' UNDISTURBED BUFFER ALONG ALL DELINEATED STREAMS AND WETLANDS.
O f IN GRASSED SWALE �-� 5. A JURISDICTIONAL WETLAND AND STREAM DELINEATION HAS BEEN PERFORMED BY
SHALL BE ESTABLISHED ` �� CLEARWATER ENVIRONMENTAL. NO STREAMS OR WETLANDS SHALL BE DISTURBED UNTIL
' 1 t IMMEDIATELY FOLLOWING � � � � � � � i� � � 1 A PERMIT IS OBTAINED FROM NCDENR AND THE US ARMY CORP OF ENGINEERS.
���� ' 1 0 1 6. FILL SLOPES STEEPER THAN 2:1, AND CUT SLOPES STEEPER THAN 1.5:1 SHALL BE
y -f FINAL ROADWAY GRADING i
1 € 1{ € l 2 346 (TYP.)
I O i 1 CERTIFIED BY A GEOTECHNICAL ENGINEER.
14' WIDE ONE t E ;' ! '� '•- ! 1 1 e 7. ALL GRASSED SWALES SHALL HAVE A SIDE SLOPE OF 3:1 AND SHALL BE LINED WITH
' °7�- 1 1 i �) i ; 1 1 1 NORTH AMERICAN GREEN C350 MATTING OR APPROVED EQUAL, AND SHALL HAVE
/ } LANE 80 PIER 1
i
BRIDGE t ! o �, 1 { ' ! l I ' CHECK DAMS PLACED AT INTERVALS SPECIFIED IN THE DETAIL. ALL CUT/FILL SLOPES
1
0 ; 117 � � [ } ` � i � i � � � �� � ���- � L �4 � �F ! � � 1 � � GREATER THAN 3' SHALL HAVE "NORTH AMERICAN GREEN C125BN" SLOPE MATTING OF
'� •_ /r �7Q { �-
(OD m ` ] 1t.
y 1 1 j } ENGINEER APPROVED EQUAL.
0'• Q i f (Y � 1 t � � � ` � � � , � --. � � = 1 f �i 3
✓ �' €o°` �' f ` 1`'' ' 4 -I 1 8. ALL PIPE OUTLETS SHALL HAVE RIP -RAP PLUNGE POOLS.
it _ i i ' . RI11 4 �'' ' �� ` , CASHIERS LAKE 9. CLOTH AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS. WHEN
r / f _ THE DRAINAGE AREA EXCEEDS ONE 1 ACRE, ADDITIONAL MEASURES ARE REQUIRED.
3� I ° _f z 1 10. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS
P P R BOUNDAW( o t ,
e f , ° 1 } HEADWALLS AND INLETS WHEN THE DRAINAGE AREA IS LESS THAN FIVE (5) ACRES.
o f€ { { f \ �� �� 1 1 ; , 11. PROVIDE TEMPORARY SEEDING ON ALL DENUDED AREAS THAT WILL NOT BE BROUGHT
i 1 j 1 1 I j ! € l f 1 CASHIERS LAKE �- --- TO FINAL GRADE FOR A PERIOD OF MORE THAN 10 WORKING DAYS.
1 t r 1 j f II f rrr I { .. y CHECK DAMS I -- �-
( !
309/ t ! ( I (} -1��[ t j { I f , \ 1 j SHORELINE 12. PROVIDE PERMANENT SEEDING ON ALL DENUDED AREAS AT FINAL GRADE WITHIN 10
{c i[ '�r I i �;_ 3 TYP} € ( f -- \ 0 1 1 1 t WORKING DAYS.
1 r f (} € c� r� i j F j { I` \> > > ; 13. SEE SHEET D1.2 FOR TEMPORARY AND PERMANENT SEEDING NOTES AND SPECIFICATIONS.
`r 112 �� 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
f 1
f 1 { € o i o { 1 ' EVERY RAINFALL. ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY.
l 1
�• r € I ' z
310 tz� T - i = i f I 1 ` CASHIERS LAKE DAM 15. INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE
! 1 y F 4 Q NECESSARY IF REQUESTED BY ON SITE INSPECTION BY NCDENR STAFF OR THE ENGINEER.
F l t tom, ,
fes''—'� i i z O� _ t
\COUTPARCE 16. THE LIMITS OF DISTURBANCE AREA WAS CALCULATED USING THE POLYGONS WITHIN THE
1, i I 22 [ IMITS OF 1 € " } � 1 TEMPORARY PROGRAM AUTOCADD.
f ' ' z INFRASTRUCTURE s t ;
1 1 i i SONES 1 1 l\ CONSTRUCTION r
3 A P ROAD FRO r r �, DISTURBANCE (TYP) t l �, ; a ENTRANCE (TYP)
M
{ 1 10, RIGHT SIDE DITCH € f 1 -
'AT STA.: 36+5,7 i `f f ' ) 3 j 1 i 1 �'� , �� `� ,_ � ` F I ; l '' i REPAIR EASEMENT. --_i'['CCJ ' t[ T tS�-UINUR
/
¢ f / / { } ( € 1 51
DITCH INLET (TYPE 1 i e'r i t I i ` r --
f � { i >� { � 1 - - � /
1,241 �. � � � � � � � �nrARP ROAD FR M � � � ,--•--
f ; - r INSTALL FLARED ; LEFT SIDE DITCH TO CONNECT E ISTING i - CDNSTRU TION OFFICE AND
ND SECTIONS € , \ DRIVEWAY.
! l f �S l 1 1 RIGHT SIDE DITCH - MAINTAIN ACCESS I / �_ TAGING AREA
AT ALL CILVERT 1 i 1-
1 i i 1 AT STA,: 27 80 \ AT ALL T M / 0 _ —
/ ROSSINGS (TYP)
'=
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x /fir a NT
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PROPOSED STORM j { i I � i I
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Z f NSTA L DOUBL
/ ROW SILT L\E 2
✓ FENCING AS
f,
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/ / MAINTAIN EXISTING
i
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SIGNFICANT TREES- � ! T I � 136
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t r f f
213 . -- - f NSTALL 12 HDPE
x 1 % 1 L r. z" fDRIVEWAY
r [ { f 'i ° - CULVERTS WITH 1'
a �y ; ; €+ TYPE „B" SEDIMENT 1 _
/ / ) ! }+ I I c' '• TRAP (TYP)
� .r �,✓ "� / � I ', � �\• � � -' .� ' �-a'��'\
21k1 �--F -1 J PROPOSED STRIPPING, MULCH STONE I LET r � � 35 � ` � r ' T
f , i t ; ; AND STpC PILE AREA. \ ' I if / -;'' �7
- PROTECTION (TYP) , f X214 / f
] — . WARP LOW POINT
✓ t ] ;_f j �` _ \ AND DIRECT
1 �. 4 SILT FENCE (TYP
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STORM "� o - STORM RUNOFF , _
I€ INTO INLET_. , i / € I 1
TEMPORARY SEDIMENT ;
TEMPORARY SEDIM Nt. �J- . _ _ _ \ \ TRAP #1 f 34 �: 1 . �• . ¢ f / /
TRAP #2
\ I - _ k LENGTH: 42
LENGTH? 34' \ \ IAB ti �� i WIDTH: 21' ryes • \ / ���� i� \ ; r l
WIDTH: 17' DEPTH: 3.5'
/
EPTH: 3.5' _ -
lr r�
4133
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d i -. � � , .•�/ � � AINAGE j � { � r• r ,f % I •' { ? { 1 r
(TYP}
f � : • � '1� � � , + EASEMENT FOR
fl3�
PIPES AND
g BASINS TY l io € I r fl �` ...-... -....G• a r [
I i � / `..�, \ \ - • "��� � /f f � 'tIO lam~ � � � � � r l � i � � l 1 � i31 1/1� � `� /' -•d ✓p ,/ -r..'' ,. ' ✓ ''r .( � ./'• � / f � t
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l _ / / / � _ � ' _ '` _ �. ' y " ' � f � � / / / � '" _ � � � ; � � � i . L � � ° � 1 1 ' � i i � � I i j I � � � � -- ., �' ,r � ,r - �f ' ✓' O ,� I �•-y . '�-I / r / � I � r �, / 1
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GENERAL NOTES:
1. SEE SHEET C7.I THRU C7.6 FOR STORMWATER MANAGEMENT
PLAN.
2. AREAS SHOWN ON THE PLANS FOR "STRIPPING/MULCH
STOCKPILE" AND AREAS DELINEATED BY "CLEARING LIMITS"
SYMBOL. ARE NOT TO BE CLEARED OF ALL TREES. INTENT OF THE
OWNER IS TO PRESERVE AS MANY OF THE EXISTING TREES ONSITE
AS POSSIBLE. ONLY TREES THAT HAVE BEEN FLAGGED FOR REMOVAL
AND REVIEWED AND APPROVED WITH THE OWNER AND
LANDSCAPE ARCHITECT SHALT. BE REMOVED. SEE ALSO TECHNICAL
SPECIFICATIONS SECTION "PROTECTION OF EXISTING PLANT
MATERIAL" FOR FULL REQUIREMENTS.
3. ALL STORM RUNOFF WILL DRAIN INTO THE CHATTOOGA RIVER
WHICH HAS A "ORW" (OUTSTANDING RESOURCE WATERS)
CLASSIFICATION.
4. THIS SITE CONSISTS OF TWO DIFFERENT SOIL TYPES. THE FIRST
BEING A EDNEYVILLE CHESTNUT COMPLEX WITH SLOPES RANGING
FROM 8 TO 15 PERCENT. THE SECOND BEING A SYLVA-WHITESIDE
COMPLEX WITH SLOPES RANGING FROM 0 TO 2 PERCENT.
GRADING AND EROSION CONTROL LEGEND
EXISTING I CONTOUR
EXISTING T CONTOUR
PROPOSED I U CONTOUR
PROPOSED T CONTOUR
WETLANDS AREAS
STRIPPINGS AND STOCK PILE. AREA
DAM ACCESS AND REPAIR EASEMENT'.
GRASS SWAL£ WITHIN PERMANENT
DRAINAGE EASEMENT
PROPERTY BOUNDARY
-- PROPOSED LOT LINES
X--- -X--- -X -- SILT FENCE
>< INFRASTRUCTURE LIMITS OF
DISTURBANCE
gam TYPE "B" SEDIMENT TRAP
PROPOSED STORM DRAIN PIPE
DITCH INLET
DITCH INLET PROTECTION
M
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GRAPHIC SCALE
50 0 25 w 100
( IN FEET )
1 inch. — 58 f#..
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2% �
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D
SIGNIFICANT TREES
TD
TEMPORARY DITCH
M
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( IN FEET )
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INFRASTRUCTURE206 DISTURBANCE (TYP2 0
MIN 'm
\ t \ 1 \mm
: _ _ r I o ff f f 1 f.,
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Mum aft
MIN
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r - r� -209~ rte/ T MOORARY DITC1f`'� r
INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE FOR
r f \ o \ I ° ; _ �' , Y _ / ;� F F THE CONSTRUCTION OF COMPONENTS RELATE O
1\-� _fir r°o,. �� �� / f �` I i
J — E �� - r ; " ; F r INFRASTRUCTURE DEVELOPMENT ONLY. RESIDENTIAL
f CONTRACTOR IS RESPONSIBLE FOR COMPONENTS
I \ \ E € € e
€ f \ r _ INSTALL TEMPORARY RELATED TO RESIDENTIAL CONSTRUCTION.
ROCK CHECK DAM AT
I [ _ _j _-J - ' - DISCHARGE POINT OF i
{ S ONE INLET' -"r
� � � � � � � r � TEMPORARY DITCH 1 �
' a PROTECTION (TYP
t 1 CONSTRUCTION. - PROPOSED STRIPPING'S - i .� f 1 ; i GENERAL NOTES:
AND STOCKPILE AREA,-. - -= .� - r + 1. SEE SHEET C7.1 THRU C7.6 FOR ST©RMWATER MANAGEMENT
? { , ENTRANCE (TIP) \ t
E ! r
PLAN.
2. AREAS SHOWN ON THE PLANS FOR "STRIPING/MULCH
I STOCKPILE" AND AREAS DELINEATED BY "CLEARING LIMITS"
j jar I \ � _ / / SYMBOL ARE. NOT TO BE CLEARED OF ALL TREES. INTENT OF THE
' j - r ` \ t -� OWNER IS TO PRESERVE AS MANY OF THE EXISTING TREES ONSITE
AS POSSIBLE- ONLY TREES THAT HAVE BEEN FLAGGED FOR REMOVAL
AND REVIEWED AND APPROVED WITH THE OWNER AND
f I f
LANDSCAPE ARCHITECT P TREMOVED.T SHALL BE REMOVED. SEE ALSO TECHNICAL
C
\.� �, �� �( �' / ~ ~ # \ \ ■ 202 1 j �# ? 1 SPECIFICATIONS SECTION "PROTECTION OF EXISTING PLANT
MATERIAL FOR FULL REQUIREMENTS.
EMPORAR SEDIMENT{ f 3. ALL STORM RUNOFF WILT. DRAIN INTO THE CHATTOOGA RIVER
1 TRAP 3 WHICH HAS A "ORW" (OUTSTANDING RESOURCE. WATERS)
�` # / j 1 CLASSIFICATION.
s i j \ \ j . 5 r
WIDTH:
38 ' 4. THIS SITE CONSISTS OF TWO DIFFERENT SOIL TYPES. THE FIRST
j 1� j C� f �,� \� 1NIDTH: 19 BEING A EDNEYVILLE-CHESTNUT COMPLEX WITH SLOPES RANGING
DEPTH: 3,5'
FROM 8 TO 15 PERCENT. THE SECOND BEING A SYLVA-WHITESIDE
201 ! r ! COMPLEX WITH SLOPES RANGING FROM 4 TO 2 PERCENT.
1 e o
F j v l N� d \ �� IP / 1
O r'
r l Cl) �.
—_107 y
UTPARC CASHIERS LAKE
NEWTON
_ - 1
- _ rz `� t j , : �� 106 \CONSTRUCTION0 t
_. w -
_ ENTRANCE (TYP) 1
cart:K VY
303
LLJ
105,
302 1
s
137
' L 104
PERMANENT VEGETATION
IN GRASSED SWALE
SHALL BE ESTABLISHED
\ I 3 NSTALL 12 HDPE IMMEDIATELY FOLLOWING
RIVEWAY I FINAL ROADWAY GRADING [ [
ULVERTS WITH 1' it (TYP.)
CASHIERS LAKE
t •' f { i { i �, I; 1 j `� r 1 I 3 f f t SHORELINE
f �" / / �� t i s , a —! • 103
PROPERTY 1
€ � ff i+ �[ D/q R Y ? j 1 € j -- f• t
304
s
+ ' i I '�
1A IMATCHLINE SEE SHEET C3.1
MAT HLINE 5E1 SHEET
f
I
r
1
_
J i
1
r
i t t f
1
i 1
30 11 —� 1114 h
� •€ x1 � it � i f � f X11 j �' F .. __ .:-i � I 3 ' �� f' E • I f ? f s '[ i � 1 F 3 ; � # ~ � i �� � ,� � �� 4 � .
10
GRADING AND EROSION CONTROL LEGEND'
-- - —
EXISTING I V CONTOUR
_ __......._ _ ..
EXISTING T CONTOUR
3Y1
PROPOSED IV CONTOUR
o
PROPOSED T CONTOUR
C7
L
a
h
WETLANDS AREAS
z
STRIPPINGS AND STOCK PILE AREA
U
1�
DAM ACCESS AND REPAIR EASEMENT',
NEI
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WITHIITN PERMANENT
m
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PROP1�tTY%SU DARY
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INFRASTRUCTURE LIMITS OF
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TYPE "B" SEDIMENT TRAP
PROPOSED STORM DRAIN PIPE
DITCH INLET
0
DITCH INLET PROTECTION
4
CHECK DAM
19
FLARED END SECTION
LLI ..
PLUNGE POOL
RIP -RAP DISCHARGE APRON
TEMPORARY SEDIMENT TRAP
+-HP-+
HIGH POINT LOCATION
-}LP+-
LOW POINT LOCATION
2%-31
CROSS SLOPE DIRECTION
❑
SIGNIFICANT TREES
-- o TD
TEMPORARY DITCH
EROSION CONTROL NOTES
1. TOTAL DISTURBED AREA: 14.75 ACRES.
2. EXISTING 2' CONTOURS SHOWN HAVE BEEN GENERATED FROM CONTOUR ELEVATIONS
PROVIDED BY STATE LIDAR INFORMATION AND FIELD SHOT DATA PROVIDED BY SYLVESTER
& COMPANY, P.A.
3. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES "EROSION CONTROL
PLANNING AND DESIGN MANUAL" DATED JUNE 1, 2006.
4. PROVED A 30' UNDISTURBED BUFFER ALONG ALL DELINEATED STREAMS AND WETLANDS.
5. A JURISDICTIONAL WETLAND AND STREAM DELINEATION HAS BEEN PERFORMED BY
CLEARWATER ENVIRONMENTAL. NO STREAMS OR WETLANDS SHALL BE DISTURBED UNTIL
A PERMIT IS OBTAINED FROM NCDENR AND THE US ARMY CORP OF ENGINEERS.
6. FILL SLOPES STEEPER THAN 2:1, AND CUT SLOPES STEEPER THAN 1.5:1 SHALL BE
CERTIFIED BY A GEOTECHNICAL ENGINEER.
7. ALL GRASSED SWALES SHALL HAVE A SIDE SLOPE OF 3:1 AND SHALL BE LINED WITH
"NORTH AMERICAN GREEN C350" MATTING OR APPROVED EQUAL, AND SHALL HAVE
CHECK DAMS PLACED AT INTERVALS SPECIFIED IN THE DETAIL. ALL CUT/FILL SLOPES
GREATER THAN 3' SHALL HAVE "NORTH AMERICAN GREEN C125BN" SLOPE MATTING OF
ENGINEER APPROVED EQUAL.
S. ALL PIPE OUTLETS SHALL HAVE RIP -RAP PLUNGE POOLS.
9. CLOTH AND GRAVEL INLET PROTECTION SHALL. BE USED ON ALL DITCH INLETS. WHEN
THE DRAINAGE AREA EXCEEDS ONE (1) ACRE, ADDITIONAL MEASURES ARE REQUIRED.
10. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS,
HEADWALLS, AND INLETS WHEN THE DRAINAGE AREA IS LESS THAN FIVE (5) ACRES.
11. PROVIDE TEMPORARY SEEDING ON ALL DENUDED AREAS THAT WILL NOT BE BROUGHT
TO FINAL.. GRADE FOR A PERIOD OF MORE THAN 10 WORKING DAYS.
12. PROVIDE PERMANENT SEEDING ON ALL DENUDED AREAS AT FINAL GRADE WITHIN 10
WORKING DAYS.
13. SEE SHEET D1.2 FOR TEMPORARY AND PERMANENT SEEDING NOTES AND SPECIFICATIONS.
14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
EVERY RAINFALL.. ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY.
15. INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL. MEASURES MAY BE
NECESSARY IF REQUESTED BY ON SITE INSPECTION BY NCDENR STAFF OR THE ENGINEER.
16. THE LIMIT'S OF DISTURBANCE AREA WAS CALCULATED USING THE POLYGONS WITHIN THE
PROGRAM AUTOCADD.
R,
0
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
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MATCHLINE SEE SHEET C3.4 MATCHLINE SEE SHEET C3.4
,_ .... .. ,.- �" �...-...._.,.rix......,
1 � gym. EROSION CONTROL NOTES
� �;����;;.-:;;-_;: -�.�:� =-:
/ V 1 :Ny�f M } 1. TOTAL DISTURBED AREA: 14.75 ACRES.
' S ' r k , � 3 T � S 1
3� i 3 4 \ 1 1 2. EXISTING 2 CONTOURS SHOWN HAVE BEEN GENERATED FROM CONTOUR ELEVATIONS
PROVIDED BY STATE LIDAR INFORMATION AND FIELD SHOT DATA PROVIDED BY SYLVESTE
jI i I [ t € # 1 �i & COMPANY, P.A.
f t { _ \ �1
3. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NORTH CAROLINA
l DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES EROSION CONTROL
1 b ` i PLANNING AND DESIGN MANUAL" DATED JUNE 1 2006.
1/ 7 � f � ii � � � + r 3O� � - , � i � �..��� :... � � � � f
�.. 4. PROVED A 30' UNDISTURBED BUFFER ALONG ALL D£LIN£ATED STREAMS ANQ WETLANDS.
PHASE: 2 ; f _ 1 '. 5. A JURISDICTIONAL WETLAND AND STREAM DELINEATION HAS BEEN PERFORMED BY
CLEARWATER ENVIRONMENTAL. NO STREAMS OR WETLANDS SHALL BE DISTURBED UNTIL
k � , F�� �i t A PERMIT IS OBTAINED FROM NCDENR AND THE US ARMY CORP OF ENGINEERS.
n k
� T / j i { � ) � 1 � ' � j��{iilE � � ! - ; � 1 � } ��� - ti���<••. `::: "�, 6. FILL SLOPES STEEPER THAN 2: 1, AND CUT SLOPES STEEPER THAN 1.5:1 SHALL BE
O 1 ` CERTIFIED BY A GEOTECHNICAL ENGINEER. �,
j46
�' 11 i 1 1 ! 7. ALL GRASSED SWALES SHALL BE LINED WITH NORTH AMERICAN GREEN C350
1 I !' �� �� i CASHIERS LAKE MATTING OR APPROVED EQUAL, AND SHALL HAVE CHECK DAMS PLACED AT INTERVALS
Pf'� ! � I 1 ! i � �� SPECIFIED IN THE DETAIL. ALL CUT/FILL SLOPES GREATER THAN 3 SHALL HAVE
'e "NORTH AMERICAN GREEN C125BN" SLOPE MATTING OF ENGINEER APPROVED EQUAL.
14 WIDE 0147
t t
LANE 80' PI �, i 1 4 7 } ��r�m - �� 1 ! 8. ALL PIPE OUTLETS SHALL HAVE RIP -RAP PLUNGE POOLS.
9. CLOTH AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS. WHEN
/eft 1 t �°` BRIQGF_ f '`' R F- - 1 ° �! !� 1 THIS DRAINAGE AREA EXCEEDS ONE (1 ) ACRE, ADDITIONAL MEASURES ARE REQUIRED.
D.
; {{ i .I 1 --� \ ; 10. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS,
1 f _ r �f 1F 39$ 1 °Q ° �" - I11 ' 1 Y 1 HEADWALLS, AND INLETS WHEN THE DRAINAGE AREA 1S LESS THAN FIVE (5) ACRES.
1 # r f J J - f / / t o J 1 - [` - 1 :.., . f ;.:::: �:,::-,. I > r, PROP'F.RT 11. PROVIDE TEMPORARY SEEDING ON ALL DENUDED AREAS THAT WILL NOT BE BROUGHT
j I I �_.� - TO FINAL GRADE FOR A PERIOD OF MORE THAN 10 WORKING DAYS.
z�
II j y i € 12. PROVIDE PERMANENT SEEDING ON ALL DENUDED AREAS AT FINAL GRADE WITHIN 10
;crn r• f }1 I 1 ,'� �� t CASHIERS WORKING DAYS.
1 r / \ �; \ SHORELINE
t[� 3a9 ' Ifl t 1 i 1
[ 1 } ,} i } , t I _. \ -13. SEE SHEET D1.2 FOR TEMPORARY AND PERMANENT SEEDING NOTES AND SPECIFICATIONS.
14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
_ \ 1 1 EVERY RAINFALL. ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY.
r i \ _ , , s t i 15. INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE
I i- ❑❑ Q t t
' ' z z = i \ ! 1 1 \ \ NECESSARY IF REQUESTED BY ON SITE INSPECTION BY NCDENR STAFF OR THE ENGINEER.
j D 1
310 I- `�' { l 1 1 CASHIERS LAKE DAM '
i ❑ ] F j f o f f 0 3 16. THE LIMITS OF DISTURBANCE AREA WAS CALCULATED USING TH£ POLYGONS WITHIN THE
1 I - T i
� 1 � � ❑ t.I I, � € � � �3 + � ] - l }Jik � ` � € [ 1 ( � ch � Z 1 , 1 1 ! � \ PROGRAM AUTOCADD.
t f j � f I t �7 t � U; 1 � � ��..�-�- � t �-l� t • ! 1 I � ; i f s } 1 � � � , � A
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REPAIR -SASEMENT
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/219 {
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LIMITS OF
:)
DISTURBANCE( TYP 1 jf ■
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135;,
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127
216
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!I ; i �� e ` `, �� f•� �� -� - - _ \ I q V� i , �� `i I�3� �'-� . URFACE WATER
131
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JURISDICTIONAL f tr
ETLANDS (TYP)�
xx
O I INN z
INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE
FOR THE CONSTRUCTION OF COMPONENTS
RELATED TO INFRASTRUCTURE DEVELOPMENT
ONLY. RESIDENTIAL CONTRACTOR IS
RESPONSIBLE FOR COMPONENTS RELATED TO
RESIDENTIAL CONSTRUCTION.
GENERAL NOTES:
I - SEE SHEET C7.1 THRU C7.6 FOR STORMWATER MANAGEMENT
PLAN.
2. AREAS SHOWN ON THE FLANS FOR "STRIPING/MULCH
STOCKPILE" AND AREAS DELINEATED BY "CLEARING LIMITS"
SYMBOL ARE NOT TO BE CLEARED OF ALL TREES. INTENT OF THE
OWNER IS TO PRESERVE AS MANY OF THE EXISTING TREES ONSITE
AS POSSIBLE. ONLY TREES THAT HAVE BEEN FLAGGED FOR REMOVAL
AND REVIEWED AND APPROVED WITH THE OWNER AND
LANDSCAPE ARCHITECT SHALL BE REMOVED. SEE ALSO TECHNICAL
SPECIFICATIONS SECTION "PROTECTION OF EXISTING PLANT
MATERIAL" FOR FULL REQUIREMENTS.
3. ALL STORM RUNOFF WILL DRAIN INTO THE CHATTOOGA RIVER
WHICH HAS A "ORW' (OUTSTANDING RESOURCE WATERS)
CLASSIFICATION,
4. THIS SITE CONSISTS OF TWO DIFFERENT SOIL TYPES, THE FIRST
BEING A EDNEYVILLE-CHESTNUT COMPLEX WITH SLOPES RANGING
FROM 8 TO 15 PERCENT. THE SECOND BEING A SYLVA-WHITESIDE
COMPLEX WITH SLOPES RANGING FROM Q TO 2 PERCENT.
LIMITS OF DISTURBANCE
i
(ACRES) ;
TOTAL: 14.75
INFRASTRUCTURE: 5.45
RESIDENTIAL: 9.29
GRADING AND EROSION CONTROL LEGEND
EXISTING W CONTOUR
_....__.
- .- _--... -_.._ . EXISTING T CONTOUR
WETLANDS AREAS
GRASS SWALE WITHIN PERMANENT
DRAINAGE EASEMENT
PROPERTY BOUNDARY
-- - PROPOSED PROPERTY LINES
x SILT FENCE
wry LIMITS OF DISTURBANCE
PROPOSED I U CONTOUR
PROPOSED T CONTOUR
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EROSION CONTROL NOTES
—09 1. TOTAL DISTURBED AREA: 14.75 ACRES.
2. EXISTING 2 CONTOURS SHOWN HAVE BEEN GENERATED FROM CONTOUR ELEVATIONS ¢
PROVIDED BY STATE LIDAR INFORMATION AND FIELD SHOT DATA PROVIDED BY SYLVESTER 44 �
i t
& COMPANY, P.A. �w
3- ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NORTH CAROLINA o
? k t ; E � � • ! \ J \ �. r' � I � f ! t 0 LL i1. U
t i \ •� \ _ _ \ / 1 i i € r ( DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES "EROSION CONTROL U v o
PLANNING AND DESIGN MANUAL DATED JUNE 1, 2006.-
{ 4. PROVED A 30' UNDISTURBED BUFFER ALONG ALL DELINEATED STREAMS AND WETLANDS.44
LIMITS ' OF # ` [ j 5. A JURISDICTIONAL WETLAND AND STREAM DELINEATION HAS BEEN PERI ORMED BY z° t
DISTURBANCE TYP l ; XIN/1
} CLEARWATER ENVIRONMENTAL. NO STREAMS OR WETLANDS SHALL BE DISTURBED UNTIL \\ \\ \
\:. FIS i
{ F `2Q4 �� y j ! f f A PERMIT IS OBTAINED FROM NCDENR AND THE US ARMY CORP OF ENGINEERS.
,� , { 6. FILL SLOPES STEEPER THAN 2:1, AND CUT SLOPES STEEPER THAN 1.5:1 SHALL_ BE
_ CERTIFIED BY A GEOTECHNICAL ENGINEER.
7. ALL GRASSED SWALES SHALL BE LINED WITH "NORTH AMERICAN GREEN C350
•: '; i � £ � � a � � - 'tit � �`' � ' .w >:. �., ,-�' --, , �, .---
\ MATTING OR APPROVED EQUAL, AND SHALL HAVE CHECK DAMS PLACED AT INTERVALS
SPECIFIED IN THE DETAIL. ALL CUT FILL SLOPES GREATER THAN 3 SHALL HAVE
-203-- :. �,,.. -- -.;-' I � / i NORTH AMERICAN GREEN C125BN SLOPE MATTING OF ENGINEER APPROVED EQUAL.
- \ B. ALL PIPE OUTLETS SHALL HAVE RIP-RAP PLUNGE POOLS. SEAL
9. CLOTH AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS. WHEN 1764
THE DRAINAGE AREA EXCEEDS ONE (1) ACRE, ADDITIONAL MEASURES ARE REQUIRED.
10. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS '%��fl e^ �1�• g �,���
HEADWALLS, AND INLETS WHEN THE DRAINAGE AREA IS LESS THAN FIVE (5) ACRES. '�•,,r A.
\ ! Lu1 SILT FENCE (TYP)j 11. PROVIDE TEMPORARY SEEDING ON ALL DENUDED AREAS THAT WILL NOT BE BROUGHT
\ ' ( t l TO FINAL GRADE FOR A PERIOD OF MORE THAN 10 WORKING DAYS.
f X02
Ila ( ::: ! [ 1 12. PROVIDE PERMANENT SEEDING ON ALL DENUDED AREAS AT FINAL GRADE WITHIN 10
ff i V
WORKING DAYS. z
13. SEE SHEET D1.2 FOR TEMPORARY AND PERMANENT SEEDING NOTES AND SPECIFICATIONS.
14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
EVERY RAINFALL. ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY. z
1 €.fes i l Qg f 15. INSTALLATION OF ADDITIONAL^. EROSION AND SEDIMENT CONTROL MEASURES MAY BE = N
NECESSARY IF REQUESTED BY ON SITE INSPECTION BY NCDENR STAFF OR THE ENGINEER. V ly
201 E 16. THE LIMIT'S OF DISTURBANCE AREA WAS CALCULATED USING THE POLYGONS WITHIN THE z
1 = ' \- l -�- ►i� z\ ` PROGRAM AUTOCADD. 4
k
o l ` ` `\�Q ` 7\ CASHIERS LAKE °
INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE _
f F o 3 • ST • \ \ ! ~• i small FOR THE CONSTRUCTION OF COMPONENTS z
r- � � Cr,A �� �.
N \ �. , _ \ ��RELATED TO INFRASTRUCTURE DEVELOPMENT
s t 'sT �pF•\ \/ _ ONLY. RESIDENTIAL CONTRACTOR IS }—
1 \� L
UTPARCEL
�Nc� ' RESPONSIBLE FOR COMPONENTS RELATED TO z
RESIDENTIAL CONSTRUCTION.
EY\ \ / Q ❑
Lu
106 — \ ) 1 1�—iiiii-0 GENERAL NOTES:
_- - • J / i j ti \ fl �'" i \ R I. SEE SHEET C7.1 THRU C7.6 FOR STORMWATER MANAGEMENT
t F \\ OPERTY SOU�tD;4R PLAN.
Z. AREAS SHOWN ON THE PLANS FOR "STRIPING/MULCH
l STOCKPILE" AND AREAS DELINEATED BY "CLEARING LIMITS"
.3 1 SYMBOL. ARE NOT TO BE CLEARED OF ALL TREES. INTENT OF THE
OWNER IS TO PRESERVE AS MANY OF THE EXISTING TREES ONSITE °
AS POSSIBLE. ONLY TREES THAT HAVE BEEN FLAGGED FOR REMOVAL `
AND REVIEWED AND APPROVED WITH THE OWNER AND
Q
LANDSCAPE ARCHITECT SHALL BE REMOVED. SEE ALSO TECHNICAL �
302 SPECIFICATIONS SECTION "PROTECTION OF EXISTING PLANT I— a
MATERIAL" FOR FULL REQUIREMENTS. W
3. ALL STORM RUNOFF WILL DRAIN INTO THE CHATTOOGA RIVER
n 0—
` ■ rti CC3
WHICH HAS A ' ORW {OUTSTANDING RESOURCE WATERS} V ■
/ 3� CLASSIFICATION.
�\ r 4. THIS SITE CONSISTS OF TWO DIFFERENT SOIL TYPES. THE FIRST ❑" 7
Lu
BEING A EDNEYVILLE-CHESTNUT COMPLEX WITH SLOPES RANGING
FROM 8 TO 15 PERCENT. THE SECOND BEING A SYLVA-WH#TESIDEU ❑
COMPLEX WITH SLOPES RANGING FROM (i TO 2 PERCENT. �
Lu
137 \ 1 1 1 Q Z E
.....
104 [z <
GRADING AND EROSION CONTROL LEGEND ❑ � ❑
LIMITS OF DISTURBANCE ____. _w � �
l — EXISTING IO' CONTOUR = a
�
1 e \ \ -Iii ACRES V E
EXISTING 2' CONTOUR Q o
u cru t�
CD
T
/�TOTAL: I4.75 WETLANDS AREAS
EXISTING
l
INFRASTRUCTURE: 5.46
L�
GRASS SWALE WITHIN PERMANENT
1 `� (- 1 -
111
2 1 DECK RESIDENTIAL: 9.29 DRAINAGE EASEMENT
I / / I I I ! [ 1 '► ! ° 1 ti I PROPERTY BOUNDARY
PROPOSED PROPERTY LINES
--X SILT FENCE
CASHIERS LAKE ���
SHORELINE'S w. LIMITS OF DISTURBANCE
103 PROPOSED IIS' CONTOUR
f i R1 PROPOSED ' CONTOUR CO
rl
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RAPHIC SCALE
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3 inch - 50 ft.

HIGH PT STA = 15+40.00 Q Ln
HIGH PT ELEV = 3514.72 a3 00 00
m
PVI STA = 15+20.00 'n ry C`�
PVI ELEV = 3514.32 + � u o
A.D. = 4.00 [R z u
K = 10.00 to- i
It
40.00' VC ¢ u 1 j a y
-j
a7 N h
HIGH PT ELEV = 3507.72 rn o U
PVI SFA = 14+00.00
PVI ELEV = 3507.12
Q co 0
3525 3525
°� co 5! 1��7
7 C +�
3520 3520 V
v _ v
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3515 3515
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3485 3485
209 ttt>,fllfilf! �f r
3480 3480 ��'04' s. .;q
-� 4 =
i SEAL
34753475 17640 =
347Q9+00 9+50 10+00 10+50 1166113 ___ 11+50 12+40 12+50 _. .. __ 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5�47Q ■•,f A. 4V,�•
<<i!lliilllttt
ROAD B U
z
SCALE:
HORIZ: I "=54' z
VERT: I"= 10' o
�cq u
V) m HIGH PT STA = 10+02.50
+ HIGH PT ELEV = 3464.13 z
ii t€ PVI STA = 10+20.00 HIGH PT STA = ??? O
7 PVI ELEV = 3463.25 HIGH PT ELEV =??? rr7
A.D. = 7.00 LOW PT STA = 10+92.50 PVI STA = 11+95.[€0
K = 5.410 LOW PT ELEV = 3456.57 PVI ELEV = 3456-50 B
35.00` VC PVI STA = 10+711.00 A-D. = 5-00 -+
HIGH PT STA = 11+45.00 PVI ELEV = 3457-25 K = 5.00 [L
HIGH PT ELEV = 3473.48 A.D. _ -9.00 26.00' VC =
3490
PVI STA -Y11 u _ _ _ _ _._ 3490
#( = 5.00
LOW PT ELEV 3483.213 _ a 45.00` VC
A.D. = 2.50 a a iq ,2
PVI STA = 10+40.00 K = 20+00 a 0
PVI ELEV = 63,60 ± `A m c°
3485 0 L6
_ 50.00` vc __._ _..__.. _._. _ 3485 3470 3470
K = 5.0. ?
o ni 46.00' V o W
3480 __ __ ww.-.._-__- __ _�--.___._ ___ 3480 34fi5 3465
fi ti yOFy
L> rn i [ L �
CD
3475 , �, - w-�_._� __.0 __ _ __ -__ _____ _.__w_.w _ �...._ 3475 3460 3460
ry�,� >
+ M
3470 __ ._-- - - - 3470 3455 3455
I U> ELLE °° 1 €
PROPOSED CEN RUNE 3 3465 3450 Xl� 3450
3465 - --- -- GRADE (TYP} I
I] I
[ c
3460 €__ k EXISTING CE_NTERLI E „ _______._ .- ____ _ __u__ 3460 3445 3445
INTERSECT ROAD A GRADE (TYP} _ € -1
STA. = 13+56 r ro in ca
u7 1�- r� a7 m
3440 ~
3455 E�1*v�_= 34 2.80' �1"" ��" � "' � � w.__.._-� � __-- � "-
3440 Z M
,m m cq� � �Im i 3455 m C Lf) co m
co
__.- 3435 3435 J p
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0 I
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343%+00 9+50 10+00 90+--56 11+00 11+50 12+00 12+50 13+00 13+5�43D z m W
DRIVE ONE Lu
SCALE: DRIVE TWO Lu --� u 1L
HORIZ: I "=50' (A Lu
VERT: I "= I V SCALE: 0 ...�. cr� 70
3.
HORIZ: I "=5€]' Q
a C9 HIGH PT STA = 12+35.00 VERT: 1 "= I Q'
z E
U
d cd HIGH PT ELEV = 3454.50
+ LOW PT STA = 10+$0.041 PV[ STA m 12+50.00 � = r••� �
PVI ELEV = 3454.28 LOW PT STA = 13+65,00 u
� o
LPW I S ELEV = 3455.83 U a
PVI STA = 10+70.0€1 R.D. = 1.50 LOW PT ELEV =3451.#15 a
Lu PVI ELEV = 3456.98 K = 20.04 PVI STA = 13+50.00
A.D. = -1.00 Moo' VC PVI ELEV = 3451.28 �
3470-------- _ 11!11' 3470
u}
J
3465 LLt
3465
'ITQ
3460 3460
3455 3455
3450 3450ND
LuN
3445 3445 z
O D
3440Nr
3440
Lu
BEFORE YOU DIG
343 ao g 4 +vv +Sa a� + a +oa +So �� ©� 3+�4 4 > 00 + 0 1 +�v +5 116+0e 435 _ 0
CALL 1-$00-632-4949 ROAD PROFILE LEGEND o
f
' PROPOSED GRADE
Z
N.C. LIVE CALL CENTER _ E
ITS THE LAW EXISTING CENTERLINE GRADE � � 2 i p
DRIVE THREE _
j.: rx7 cn - . � �
SCALE: M ° Z ©"` <I- z ' t
HORIZ: I "5(3' t0i L7 U LLI
m 0}.i U
VERT: 1 "= I lY ¢ � I _ t� F 1* o
I" `� �" E.1 ¢ C3 u u
©D�]UO'vui� V) U .Q'
U
� LflW PT STS - 12+$5.00 K = fl 00
LPVY PT ELEV =349$.37 2(1.4 ' VC
€ PVl STA
413+00
.OD Iii
[ HIGH PT ST = 11 +25.00 � � �
HiGf-i P1' EL v =3490.37 A.17. ---3.€1fJ � Q � � � u€ � i
K � O.aO � � °
_ } PVI STA '#1+011.00 30.0 ' VC �--
LOIN PT ELEV = 34 1.72 �
' PVl STA = ?0+3(3.0 A.D. 5.00
PV{ ELEV = 3482. z K = O.OD � � � j 6 °
So.Q • vc
K=5.0(3 a � _�_.....�.._.�._....__. .....�.....�...� 3
4£!.[30' VC � �
o � m
-+a', i € PROPOSED CENTS LINE
M GRADS (TYP}
E
I uµ EXISTING CENTER-INE
INTERSECT EXISTING u, c\1 m
co a, � oz � ,� � ca � na,nt, ��� r's� � o � [
ISR 1113 �- to�_.. r �'-____--Q1 "3 '�;ca � f
ELEV. -= 3481.52' � � � � �' � � �r � tn' � cn; ��'-y to ,�, in ,�, u� n [
M m co
`
f
..
20.00' VC
�
1 K =
30.0
-11.130
' VC
�
�
_..wf
€
j��+��.!
�
cis
N
PVI ELEV
� 3464.25
fI]
tll
�
7
raj
INTERSECT
LOAD A
� �
�
? �'
�
STA. -= 15
'83
ELEV. = 3464.25'
5
I
� Lif , • fy{
='{j
tti
PLiI
STA. = 12+2
.7£3
IL
£i
P
I ELl~ll = 345
.01
PROPOSEa
CENTERLINE
GRADE �T'YP�
INTERSECT DRIVE
4
I
STA. = 12+
2
[
ELEV. = 34
5.01'
[
BRID
E SECTION
ROM
U �7
[!1 U
STA.:
i o+98.60
0�_...
----
STA.:
11+78.60
EXISTING C
NTERLINE
GRADE TY
Vy+
m
Q
€�
c��
mem
C'7m
�m
'
�
�
EXISTING
CEN
ERLINE
cn �
r�n �
r w
i
I PROP
� 5ED CENTS
LINE
1
I
E GRAD
(TYP}
' ca
� cfl
� c•�
� ca
�
� c'
0 6'��
01�
us[�
°�'_
,�
c�
�r
co�
v�
i•:
tri'
moi[
ry
4-
I
m,��,.y
c�91�
c+a m�
m
m �''
m m
m s"''c�
�`';c*s
M
ro m
m m
m m
m
? [
`
f
..
20.00' VC
�
1 K =
30.0
-11.130
' VC
�
�
_..wf
€
j��+��.!
�
cis
N
PVI ELEV
� 3464.25
fI]
tll
�
7
raj
INTERSECT
LOAD A
� �
�
? �'
�
STA. -= 15
'83
ELEV. = 3464.25'
5
I
� Lif , • fy{
='{j
tti
PLiI
STA. = 12+2
.7£3
IL
£i
P
I ELl~ll = 345
.01
PROPOSEa
CENTERLINE
GRADE �T'YP�
INTERSECT DRIVE
4
I
STA. = 12+
2
[
ELEV. = 34
5.01'
[
BRID
E SECTION
ROM
U �7
[!1 U
STA.:
i o+98.60
0�_...
----
STA.:
11+78.60
EXISTING C
NTERLINE
GRADE TY
Vy+
m
Q
€�
c��
mem
C'7m
�m
'
`
f
..
20.00' VC
�
1 K =
30.0
-11.130
' VC
�
�
_..wf
€
©M aM
� ��
I
� Lif , • fy{
='{j
tti
IL
£i
�
___�__.__"____�
w
U �7
[!1 U
I
Q
�
�
EXISTING
CEN
ERLINE
cn �
r�n �
r w
i
I PROP
� 5ED CENTS
LINE
1
I
E GRAD
(TYP}
' ca
� cfl
� c•�
� ca
�
� c'
0 6'��
01�
us[�
°�'_
,�
c�
�r
co�
v�
i•:
tri'
moi[
ry
4-
I
m,��,.y
c�91�

o QLfqt
co 00
00
0 Q
u a
z
� a'
EA 0% Qi
Q
7
ti N
rn
u �
lE " cn iz: a I u
v
HIGH PT STA = 11+50.00 ¢ r m �' o
HIGH PT ELEV = 3483.15 u�i u} ar rev
PVI STA = 11+40,00 � � � Q - � � it
m •� °'
PVI ELEV = 3482.15 Q
A
3500 m I _v 4,00
3500 ; a- co
� r
w._�_. _w .�_
005 z
3495 3495 LOW PT STA =10+94,95
LOW PT ELEV = 3475.14
PVI STA = 10+94.95 p
3490 3490 PVI ELEV = 34T5.03 0
A D. = -3.00 u b
K=10.00 L E N
3485 3485 30.00'VC p u
4 0 4 0 q a 0
38 OArl 38 � Ln
u
3485 Ln
� z
3485
3475 3475 ❑ ❑�`
3480 3480
3470 3470
3475 3475
p ..
3465 346EXISTING-/¢°�
34703470 Y SEAL
17&4p
3460 3460
3465 3405
3455 3455 m co
,``f' A',,.,.
12t
Ict
346 +0o 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+01460
U
345Q,+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5 450 z
DRIVE FOUR DRIVE FIVE z
z
SCALE: SCALE: O
HORIZ: 1 "=50' H©RiZ: 1"=50' u
VERT: 1 "_ 10' VERT: 1 "=10' z
0
V)
u
Q
V)
z
0
U
HIGH PT STA = 10+40.00
HIGH PT ELEV = 3477.88
C> v PVI STA =10+60.00
PVI ELEV = 3477.08
+ r i A.D. = 4,00
K= 10,00
¢ > 40.00' VC
w to
c
3490 3490 o
3485CD
Nr
3485 /'�
WLu
�-
3480 3480 ❑ E
> I�
co LLI
0
3475 3475 U Lu
_J
�.. J — U CL
3470 a.
3470 [!) 0 Q
z � 3
3465 3465 z a
❑ 3
3460 3460 _ Q
L� �
3455 3455
0
3450 3450
Q
r1
3445§+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+5445 0 �
F
DRIVE SIX
En a
SCALE: C6
HOR1Z: 1"=50'Lea
VERT: 1 "=I IY z
D_
Z0
p
� � R
Ll
BEFORE YOU DIG
ROAD PROFILE LEGEND
CHILL 1-804-632--494 � PROPOSED GRADE
z Nr
NC. ONE CALL CEM"ER i
E
ITS THE LAWI EXISTING CENTER? INE GRADE' = a
t,,.. EM
Ui
Lu (•0 � (} as s.i.i � F. �ciin 5- fn
u
20.00' V E
iiQW PT STA = 10+_ 7.50
I�Ol+V PT ELEV = 34 5.G3
s
PVI STA - 10+30. 0 � �
PVI ELEV = 34&6. 5 � o
K - � an Oa -T _�.�.. � wood _ 3
aS.ovF VC
}} j
E ,
�a
t
� R4PQSED CENTERLINE
PVI STA. r 10+00.00 5 RADE (TYP)
INTERSECT I�flAD A
EXISTING CENTERLINE �
STA. = � 6+y�rryy f
GRADE TYP l
1 ELEV. = �4��J.4J' �O fir}€`� th �
co
EXISTING
CENTERLINE.
O
�
�
�
r �
GRADE
TYP}
�
PVI STA. �
0+013.011
STA m 12+8[3.00
-1.50°
�
>
PV
STA. - 11+fi6.�4
F'V1 ELEV =
347 .4
DOSED CENT
RUNE LOW P
ELEV = 346ti.28
�
-
INTERSECT
;
GRA
)E TYP
PVI STA
f
�
INTERSECT �XiSTING
�
PRC3PDSE CENTERLINE
`
ROAD
A
ELEV. - 34-1
6.45'
�
GRADE
�,
� �
�,
�
ELEV. = 3�76.��3'
�Yp)
ELEV. = 34
9.48'
i
V
�
i
CENTERLkN
m
' �
�
�
GRADE
� TYP}
F
i
tet=
r °°�
E
rn�
rn�
�
o. rn�
�
i
aiI
cp
*�
�"
[7
j
C7
� £"]
M
M
� M
m
� �
I
S'rJ
L"]
i
t�
EXISTING
CENTERLINE.
O
�
�
�
r �
GRADE
TYP}
�
PVI STA. �
0+013.011
STA m 12+8[3.00
-1.50°
�
>
PV
STA. - 11+fi6.�4
F'V1 ELEV =
347 .4
DOSED CENT
RUNE LOW P
ELEV = 346ti.28
�
-
INTERSECT
;
GRA
)E TYP
PVI STA
f
�
INTERSECT �XiSTING
�
PRC3PDSE CENTERLINE
`
ROAD
A
ELEV. - 34-1
6.45'
�
GRADE
�,
� �
�,
�
ELEV. = 3�76.��3'
�Yp)
ELEV. = 34
9.48'
i
O
ti
O
�
�
LUVsI P
STA m 12+8[3.00
�
>
>
�
�
PRO
DOSED CENT
RUNE LOW P
ELEV = 346ti.28
;
GRA
)E TYP
PVI STA
= 12+6v.vo
�
`
ROAD
A
�--
4fl.vaFvc
, W 1o.a0
�,
� �
�,
�
,INTERSECT
ELEV. = 34
9.48'
V
�
i
CENTERLkN
m
' �
�
�
GRADE
� TYP}
F
i
tet=
r °°�
E
rn�
rn�
�
o. rn�
�`?nt
aiI
cp
*�
�"
[7
M[�
M
M
� M
m
� �
�
t�

34 ; , t 1 ilk 1 1' i ♦ �. '
t
_47 i r 07
j 1 b
3HASE 7
INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE
1 T ♦' � -'
/
1 f { € 1 DRAINAGE EASEMENT } } } - ` ` }� } o FOR THE CONSTRUCTION OF COMPONENTS
RELATED TO INFRASTRUCTURE DEVELOPMENT
i 1 1 j
�E_ ' I I ' t ! 1 ONLY. RESIDENTIAL CONTRACTOR IS
D.I. E } } I 1 itt ,, ;i } i ; } RESPONSIBLE FOR COMPONENTS RELATED TO /
} � .� � GRATE = 3463.50 � � � t} }
PH A - € i ' RESIDENTIAL CONSTRUCTION.
SUM -3 6D. 1 } I 1 �} f
MAINTAIN 30 ,' ;' } } }
' INVERT BUFFER ON ALL = 45. 0
I' '+[ j tf � i ` � 'J/ f f ��� � f � � 1 E � j ; i ; �1- 3 � i } S � � j / f Vl/ ♦ � ; � � � �� 3 � � 1 ; / J
STREAMS, RIVERS
�
r l
/AND LAKES
SII 7 39$1 { 4 i 1 l j i ' ij •� ', f; , r 1
1 it j � I i � � y I< t
J �afl UTILITY CROSSING
! f ♦, t
*• f PROP. 8" S.S. IN11.=3455.45 !i+ I
,� S.D. [NV. CROSI =.
I f o
F❑ �] T SG34598
^ f
� � } � �• � i ;� O ` I i l ( r -! r T �� { � € � 1 � 112 I � � I f � ; I` f ♦ � � � � 1 � � �� 1i ' s i I � � f ;' t I � �
}
3[❑ l jC�O
APPROXIMATE MEAN
I I } rI t € I [ II f{ �� 1j 0 i i HIGH V�IATER ✓ r j I
[ O f- r �i I 1 I i 1 I 1, ° i ' ELEVATION - 3470.0 ;
22 !
`� II j { i € f 1 D.I. B-1 I 1 i 1 n } 1, z�
RATE =3461.50
m
} o �§ ♦ r t ? t
- SUMP - 457. ❑
' � '• tf #' � � i 't I i �! � ; � � `�.,' - �' _�� , , �{{ � � � l } � � l 1 � i i � � t i � � �-- _ - c - w" -,_ � r { � I ,
f ; `RUNOFF SHEET i 13 1 I `, ; ! l ' 31 1 I L"'
{ I ITY C OSSING , i i
a x FLOWS ACROSS s ; I } ( rf t r ♦ / s �: -- - -
` } 't EX. 8 S.S. INV=3460.05
ROAD r 1# jr._ a- i/ I F f ` z PROP. 8" S.S. INV.=3454.41 \ I € Q i` ' i - - - _` - - ♦ , ti } 1
0ITCH INLET (TYP y �� S. IN CROS ING=3455 70 \ � � f � 1 � I �" . ; i � - - - ♦ i } �
t1 \
' ✓ 1< I; 1 ,1PROPOSED 8 ORM
e' i ♦
�J / -,._ _ - ' r - �• ' !; ; I; � f!t ;1` Jf` %� I;t ; ; 1 ; ;r � 4♦ i i ;i � �
LLWAY
fr �r- - -,_�1♦ _�_ -, } ♦ ♦ � PI�. ELEVATION
D.I. D- RAIN PIPE (TYP}
'SANITARY 3469.50 GRATE 3447.00 EXISTING �
soft- 3440.00 WER LINE
,
N
DRAINAGE EASEMENT D
GRATE =3447.90
�
1\ ♦ DUNDARY (TYP.} I `�� ♦ 3¢
f } UMP .3444.9 - t f 218
f 219 ` '
H.W. D-3`
GRATE =3461.5❑ \� r �� �� f' n°` \ f #
INVERT =3440.0[) / '. i 2� p / / �, ♦ j i I }
T.O.W. = 446. ; / y UMP 456.50
-3 ;� 1 �� �� �; 'i ` l ♦ f' 1i 1 { - [ ' r i ' -
/ , ; ; ♦ I, IN VE T
-
_.
CROSSING • ' ! i
♦ � 1 � RATE =3461.50' / / I �- � } } } 1 `. ♦ �
PROP. 8 S.S. INV. --3451.82 k� ' ; f gyp- -_ UMP - 3458.50
- " ♦, r �� I / S.D.INV. ®CROSSING 45 .3, - - I
136
r 'It ■ kl PLACE 12" HDPE
L -w 213
NVERT 4
-CROSS 583
b DRIVEWAY LOCATION
GENERAL NOTES:
WHERE CROSSING I f I {
%` =* T ; t UTILITY CROSSING y . f 1 1- FIELD SURVEY PROVIDED BY SYLVESTER & CO.
`� - � � `° s � DITCH. MAINTAIN 1.❑' f == '` "~ '
EX. 8 S.S. INV=3443.61 �', ` ; ; f i 2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCDOT LIDAR DATA,
S.D. (NV. C� CROSSING= 3440.59
�" D.I. A---2 MINIMUM COVER AND
I.• I � ! ;. I � �
' 1 ♦ 1' 1% MIN SLOPE. TYP .. 3. SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATIONS.
GRATE -3461.50 i , j # ; 4. THE PROJECT BOUNDARIES EXTEND TO THE PROPERTY
O,dr r r f i ,' • 4 ."'
I i � l }� ■� * s SUMP = 345$ 50 1 ii r r F'' 135 r1 ! ; ' ; y z BOUNDARY.
f f; % /`r ; 5. SEE SHEET C7.3 THRU C7.5 FOR DRAINAGE AREA DELINEATION,
�' I r- ♦ ♦ 1 ' 12.7
f r -`' � � �` ♦ I� - ♦ '- ii i i\ \i '� i i\iI � t 1 e � - - - - i ' ti y l - y ----••-•-
iNQTU FOR 5TORMW
ATER:
D.I. A-3 1_ THE CANOE CLUB DEVELOPMENT DISCHARGES TO OUTSTANDING
-,,GRATE 3458.00 RESOURCE WATERS. I
SUMP = 34 0.90 ram f i f / /f / 2. THERE SHALL BE A MINIMUM OF 30 --FT WIDE VEGETATIVE BUFFER
FROM ALL DISCHARGE POINTS OR BUILT UPON AREAS TO ALL
SURFACE WATERS.
i ``` UTILITY Ct OSSiNG 13i i\, F /
°j. ♦ 4 _ - \ RIP. 8" S.S.INV.=3453.64
S,o ' \ \ ` , ; 3. ALL SWALES AND STORMWATER PIPES ARE LOCATED WITHIN A
I _ �- ♦ �. ? f f PROPOSED DRAINAGE EASEMENT.
V D. INV, BOSSING=3450.8
, i F i `►, i i ♦ , r r 4. ALL GRASSED SWALE SIDE SLOPES SHALL NOT EXCEED 3:1.
-,� I i ♦ ♦ x '�i ` i _r 1 I - i 5. ALL GRASSED SWALES SHALL BE LINED WITH NORTH AMERICAN
/ - �_ i� ♦ _. _ �, `�! �♦ ♦- py' i D.I. A ? l f ' i I 1 i GREEN C350 TURF REINFORCEMENT MATTING, OR APPROVED EQUAL,
/ i ,• - ` �. GRATE - 3459.50 f } j
UMP 34 I I
t ♦ \ -_ m - - ♦ ,� �,� r' ; ; ; -4 s € AND SHALL BE SEEDED WITH A GRASS LEGUME MIXTURE
� ".. . , -- � ♦ ♦ � � s - 6 � % / / � f � i
i 1 i `� -.__ �, ♦ ti �� ; ; / 0 I ` t I j IMMEDIATELY FOLLOWING FINAL ROADWAY GRADING.
I - - ♦ i f f f i _ 6. FINISH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED AT THIS
r3 f ` /r ;� ;' ( { [ TIME.
J;1; /' _ ,� t - 7 j5 �. i ♦ i 129
' f f �_ ~ ♦ 1 j / r - l i� µ k3
MAINTAIN 30i
,,-BUFFER ON ALL ♦l i INVERT 45 .0 10
/ ` \ �• r f f r %• - STREAMS RIVERS
!i AND LAKES
10 1' _ ( '•
f ♦ ♦♦` PERMANENT 1 i 131 _
r' % � � r ♦ ` \ ♦ � ` / j � / jf' f ✓' ---• + � "� � `i i � f c_-- F / ' .f'/ I j ./ ,'_� ✓' ✓ of � % I ' i
1r / � / - � ♦ � � l` . � ` Jr ,fes / .O i � � � � e �_ e •` � � � � � 3 � f / , •f •/ „••'. d � j /� I / l � '� ./ 1
F F // eO � ` `lam '` j/, / ✓ i ! ♦
- � �� % �-__� - ~`r `� ~' � �I � % /''C ♦ i i } ; I •�I [ ` '• � '. �, �, � � � [ j f ; /�`/ r%IIS! � /'`; ff 1� d ,��,f � sJ f� f
/ t
-----' r� � -� -� � - rs ; I F � �� '� :�i � � � � �1� •� �� i � i 1 ? j i `_--d�� �; ;�d ���� j �f f � �1f f// _
..-..- -..f' . '� 1 � F � k � V �.t � � � � ] •� � i � � , i i fi � N � ; f J ,f• ' l I �� ! � r .l f J / � � / f � !� - J .
/ , �• �i - _ / f / / f _ CENTERLINE OF
/ - _ f ; i \ :� �, _ _ - _ - i i ✓ r % f� f _ CHATTOOGA I
IS PROPERTY BOUNDARY
� ���� r �"]DELINEATED �
♦ f ..- _--- -- F = = -����- `~ - -_ - , :r r ; 1i1 LANDS AREA f
S !f
d# t/
,
GRAPHIC SCALE
0
co
c
C14 n
n
n
Z
c
O
Fj
y
C
O
b
0
o
u
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f STORM PIPE EROSION CONTROL NOTES
GRATE =3481.50
1
SUMR = 3479.5 X ��� ` -� �� � �- � �, ✓ / � � !r F '' � ALL PIPE INLETS SHALL BE EQUIPPED WITH INLET PROTECTION AND ALL PIPE OUTLETS SHALL BE EQUIPPED WITH RIF -RAP PLUNGE POOLS_
BLOCK AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS WHEN THE DRAINAGE AREA IS LESS THAN 1 ACRE
I f
2Q4 / f 1 [ ROCK PIPE INLET PROTECTION SHALT. BE USED ON ALL FLARED END SECTION INLETS, HEADWALLS, AND INLETS WHEN DRAINAGE AREA IS LESS THAN 5 ACRES.
CULVERT G-1 -_ / / 1 1 i[ [ 1
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40 � 1 e L.F. 18 HDPE r !
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_ .�-- __ _....�....._ ..�_._ � STREAMS, RIMERS,
1� ` ; , ■ I : _ \ ROP. 8 S.S. INV=3477.52 - AND LAKES
D. INV. 0 CROSSING= 3479.2 202
r
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CALCULATIONS -
GRASS SWALEPOST CONSTRUCTION
N.
5C? CONSTRUCTION.
STORM DRAINAGE CALCULATIONS POSTC DNS RU C]
N
n
U
L
CL.
L
NO R
"
r.
Drainage
Area -
Pipe
Unimproved
Areas
Drainage
Area •- Weighted Weighted
Drainage
Impervious C
Area ac)
Areas (ac)
Drainage Area
Q10 Grass Length Slope
(cfs) Type (ft) (Rift}
Cumulative Flow
Freeboard
Velocity
(iffs)
:V ^
A-1 0.61
0.40 1.01 0.59
Pipe
Unimproved Impervious Total
Areas (ac) Areas (ac) Area {ac}
T.O.0
Weighted 10yr 25yr
C intensity Intensity
(m n.
Pipe
Quo Q�5
(cfs) (cfs) ©lam- Material
in
Threat l
Length
(ft) Grate Elev
ft
(3
Up
Structure
Depth {ft} Invert
ft
(3
Down
invert
f t
f)
Slope
qt/ft)
Full Flow
Capacity
fcfs
Percent Full
>?
(%)
25 Year
1.07
1.26
., .,... .., �...;..,r.•. .,,,.t-, .., ,.,..:>,-.,-,..,.. ..r:...:-....: :^�:::-..:�. mow.-.-...
A-1
0.61 0.40 1-01
0.59 7.06 8.09 5
4.17 4.78 18 HDPE
62 3459.50
3.00 3456.50
3455.10
0-023
17.14
27,91%
A-2
0-14 0.05 0.19
0.51 7.06 8.69 5
0.69 0,79 18 HDPE
50 3461.50
3.90 3458"50
3455-10
0,068
29.74
2.66%
A-3
0,70 D .19 0.89
11 .48 7.05 $-09 5
7-88 9.93 18 HDPE
95 3458.90
3.11(3 345[1-99
3450-41 0
O.010
11.64
0
77.56/a
C-1 0.48
B-1
1.09 0.31 1.40
0.48 7.(16 8.09 5
4.78 5,48 18 HDPE
60 3461.50
4.50 3457.00
3456.54
0.007
9.31
58.88%
B-2
0.22 0.15 0.37
0.59 7.05 8-09 5
1 7.2 18 HDPE
5.3 3
33 3461.5{7
5.00 3456-50
4
3456,20
0. fl 09
10.87
0
55.53 79
- ✓ w -
- a was w .::�`'-.•,..�:µ..c_ .i w"`•..rc.:,--.w..y.., �;c.,.,:i '..� ` �� �;�% :: ..,� ^*<:�rs'.��';;' �-
. ,T8.09� _.5 , ^2, .
.3.[3[1:. ^3458,50.:3
2.24 Leu e 154 0-015
C- 1
4 0.14 0.62
C3, °
0.48 7.[35
2. 4 1.$„.
2-11 2A2 HDPE
2
22 3451•.50~
7 5
.06
4 0"
58.3
0,0 9
fl
10.87
22.21 /a>
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m . w�'^r•-..,. Y_:. :.... r::wr'.• .. ...-•. /'. - - - -
•."0.,007
_ -3.00^
D4
0.20 0-16 0"36
01.61 7.06 8"09 5
7.86 9.01 24 HDPE
45 3447.90
3444.90
3444.60
0.55
20,05
44.92%
D-2
0.08 0 .13 0.21
0.71 7.415 8.09 5
1 .2 4 HDPE
8-92 0 2 2
EO 3447.00
3.003 3440.50
44
3440,00
0.031 fl
2 .56
4
41.61 /fl
W1i
-
.. •^...w H: ,,.....y.... :..,-�:. :-:. .. i..:.. ..,...::..,..... ...,-:......,w�`....;":.:'r...;.:...•.-..::..::.:.:::..:..;h-..::. '.-: _:: _.:. .;-„. r,........,v..:.:^..:.:c:•... -... ..,....n a•:. .:...._..., .:.
..,.. .... i....,..::
'r`...: .,._:. :.::...::...mom•:.-.,
-
E1
1.02 0.38 1.40
1 7. 6 $.09 5
0.5 R
5.05 5.79 18 HDPE
87 3463 50
3.£303460.50
3455.(7(7
O.fl63
2 7
8.5
20.19 /o
...y .... ..
•.:ter-'-, . � • .,.,,.-�
rµ �: / - .- .-
F-1
.1 0.52 9.67
15
0.54 7.05 8-09 5
6-31 7.23 15 HDPE
92 3459.74
3.0 3458 74
3
3457.73
4.1311
7.36
9830%
MME
G4
0"29 0.24 0.53
0,63 7"06 8,09 5
2.35 2.69 18 HDPE
40 3481.50
2.47 13479-5013479.00
0,013
12"75
21.09%
f STORM PIPE EROSION CONTROL NOTES
GRATE =3481.50
1
SUMR = 3479.5 X ��� ` -� �� � �- � �, ✓ / � � !r F '' � ALL PIPE INLETS SHALL BE EQUIPPED WITH INLET PROTECTION AND ALL PIPE OUTLETS SHALL BE EQUIPPED WITH RIF -RAP PLUNGE POOLS_
BLOCK AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS WHEN THE DRAINAGE AREA IS LESS THAN 1 ACRE
I f
2Q4 / f 1 [ ROCK PIPE INLET PROTECTION SHALT. BE USED ON ALL FLARED END SECTION INLETS, HEADWALLS, AND INLETS WHEN DRAINAGE AREA IS LESS THAN 5 ACRES.
CULVERT G-1 -_ / / 1 1 i[ [ 1
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y 's
€ � t
f i l
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INVERT [N=3479.5
� f
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MAINTAIN 30' r1 if i j
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1
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1 \
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TiLITY CROSSING
_ .�-- __ _....�....._ ..�_._ � STREAMS, RIMERS,
1� ` ; , ■ I : _ \ ROP. 8 S.S. INV=3477.52 - AND LAKES
D. INV. 0 CROSSING= 3479.2 202
r
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GRASS SWALE EROSION CONTROL NOTES
/Z' ALL GRASS SWALES SHALL BE LINED WITH "NORTH AMERICAN GREEN C350' MATTING OR APPROVED EQUAL
=MAINTAIN 30'
ALL GRASS SWALES SHALL BE PLANTED WITH A GRASS LEGUME MIXTURE
_ w BUFFER ON ALL ! --; \ �� ♦ ' f ,
STREAMS, RIVERS, � � � `° � � � � � � �] �- _ _._ _�� -- � �, � ' a ALL GRASS SWALES SHALL HAVE 3:1 MAXIMUM SIDE SLOPES
- \
AND LAKES DELINEATED /f # ' 1
� � �
WETLANDS AREA
- _ - \ / OUTPARCEL
f� /� z 1 �.� lob
GENERAL NOTES:
1. FIELD SURVEY PROVIDED BY SYLVESTER & CO.
_ l-- _ __ __ _� _ _- _ -- ! f r; f� t `� - _ _ • r --- INFRASTRUCTURE CONTRACTOR 1S RESPONSIBLE 2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCDOT LIDAR DATA.
FOR THE CONSTRUCTION OF COMPONENTS 3. SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATIONS.
30 RELATED TO INFRASTRUCTURE DEVELOPMENT 4. THE PROJECT BOUNDARIES EXTEND TO THE PROPERTY BOUNDARY.
5. SEE SHEET C7.3 THRU C7.5 FOR DRAINAGE AREA DELINEATION.
ONLY. RESIDENTIAL CONTRACTOR IS
10 t RESPONSIBLE FOR COMPONENTS RELATED TO
302 0 RESIDENTIAL CONSTRUCTION.
NOTES FOR STORMWATER:
1. THE CANOE CLUB DEVELOPMENT DISCHARGES TO OUTSTAND]NG RESOURCE
1
\ �: �,\� { : • •�`� I ; } , , PLACE 12 HDPE 1 ��
�� ■ �p / ,` 1 \ CROSS CULVERTS AT,
DRIVEWAY LOCATIONS l t
- \ 0� �� ` . \ \ \ - • , i i� ; , WHERE CROSSING
\ \ ■ F.E.S. F--2 DITCH. MAINTAIN 1.0 I
INVERT =34 7-7311 MINIMUM COVER AND 1
1%0 MIN SLOPE. €TYP f 04
� 5
10' PERMANENT s j ILIT CROSSING i
I ? PROF'. 8" S.S. INV.=3457.67
S.D. I V-0 CROSSING.: --3458.43 /
V. D
WALL N 59.74 1 I f f 1
r'
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MATLIN SE SHEET r7,'.1 r f t I. l > tl , 1 ,
a s114
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t I si •i F f r 1 F re # '. il€ € f ? 1 nl -
130 t
1 +
f !
1 �
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f t
l RUNOFF SHEET
1 ; FLOWS ACROSS
ROAD
:1
I
-rn
1 1 I APPROXIMATE MEAN
HIGH WATER
1 ELEVATION - 3470.0
j of tl
t
i [
,v
}
!
MaTCHLIN"E^SEE SHEET C7.1
\ 1
t
}
W
a
WATERS.
2. THERE SHALL BE A MINIMUM OF 30 -FT WIDE VEGETATIVE BUFFER FROM
ALL DISCHARGE POINTS OR BUILT UPON AREAS TO ALL SURFACE WATERS.
3. ALL SWALES AND STORMWATER PIPES ARE LOCATED WITHIN A PROPOSED
DRAINAGE EASEMENT.
4. ALL GRASSED SWALE SIDE SLOPES SHALL NOT EXCEED 3:1.
5. ALL GRASSED SWALES SHALL BE LINED WITH NORTH AMERICAN GREEN
C350 TURF REINFORCEMENT MATTING, OR APPROVED EQUAL, AND SHALL BE
SEEDED WITH A GRASS LEGUME MIXTURE IMMEDIATELY FOLLOWING FINAL
ROADWAY GRADING.
6. FINISH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED AT THIS TIME.
STORMWATER MANAGEMENT LEGEND
- - - EXISTING IO' CONTOUR
- EXISTING 2' CONTOUR
PROPOSED I t7' CONTOUR
PROPOSED T CONTOUR
30' UTILITY, DRAINAGE, AND ACCESS
EASEMENT
WETLANDS AREAS
PROPERTY BOUNDARY
-- �- STORM DRAIN PIPE VIS 1
IO' DRAINAGE EASEMENT
E3 DITCH INLET
FLARED END SECTION
PLUNGE POOL
GRASS SWALE WITHIN PERMANENT
DRAINAGE EASEMENT
GRAPHIC SCALE
$o 0 25
( IN FEET )
i inch = 50 ft.
2.00
0
Ln
co co
00
0
N
U
0
Z
U
C
d
V
L
a.r
CALCULATIONS -
GRASS SWALEPOST CONSTRUCTION
v
V
bo
=>3
- C
N
n
U
L
CL.
L
NO R
"
Drainage
Area -
Pipe
Unimproved
Areas
Drainage
Area •- Weighted Weighted
Drainage
Impervious C
Area ac)
Areas (ac)
10yr T C'C
Intensify
n.
(min.)
Q10 Grass Length Slope
(cfs) Type (ft) (Rift}
Normal
Depth
Freeboard
Velocity
(iffs)
:V ^
A-1 0.61
0.40 1.01 0.59
7-06 5
4"17 Legume 445 0,040
0,66
0-84
3.26
14
A-2 0.05
0. 0.19 0.59
7.05 5
0.69 Legume 114 0-030
0,43
1.07
1.26
., .,... .., �...;..,r.•. .,,,.t-, .., ,.,..:>,-.,-,..,.. ..r:...:-....: :^�:::-..:�. mow.-.-...
B -1a 41.39
0.13 0.52 0.50
7,05 5
1.83 1 Legume 148 0.015
0.64
0.86
1.46
B -1a1 0.17
0"03 0-20 OA4
7.06 5
0.62 Legume 150 0,060
0.35
0.52
1.59
B-1 h 11.64
0.15 0.79 0.46
7.46 5
2,58 Legume 150 0"015
0.71
0.79
1-72
B-2 0.22
0-15 0,37 4].59
7.08 5
1
1.53 Legume 114 0, 120
0.3 9
I'll
3.37
is
,,;✓0"4 v -
_;sir,.:;: `^.,• '. .. .
,.2.33....
C-1 0.48
4 6 0.48
0.1 0. 2
7.06 5
2.11 Le urr�e 0,080.f0,0806
1.04
3.27
D-1 0-20
0-16 0.36 0.61
7"05 5
1.55 Le ume 172 0,060
0,46
1.04
2.55
E -1a 0-50
0,15 0.65 0.49
7.06 5
2.24 Leu e 154 0-015
9.68
0"82
1.61
E-1 0.52
b
0.23 0.75 0-53
7 5
.06
2.8 Legume 2547 0.015
3 e e
#3.73
(7.77
17 9
F -1a 0.57
0,23 0,90 01513
7.06 5
3.17 Legume 285 0"060
0.55
41.95
3.46
F-1 b 0.4$
(1.29 0.77 0.58
7-06 5
m
3,13 Legume 3113 0.050
g
0,57
0.93
3.15
. ..,::... , .ter _...,-
..,,.✓`;• ,�
-
G-1 0.29
0.24 0.53 0-63
1 7.06 5
2.35 Legume 218 0.054
0.53
11.97
2.80
GRASS SWALE EROSION CONTROL NOTES
/Z' ALL GRASS SWALES SHALL BE LINED WITH "NORTH AMERICAN GREEN C350' MATTING OR APPROVED EQUAL
=MAINTAIN 30'
ALL GRASS SWALES SHALL BE PLANTED WITH A GRASS LEGUME MIXTURE
_ w BUFFER ON ALL ! --; \ �� ♦ ' f ,
STREAMS, RIVERS, � � � `° � � � � � � �] �- _ _._ _�� -- � �, � ' a ALL GRASS SWALES SHALL HAVE 3:1 MAXIMUM SIDE SLOPES
- \
AND LAKES DELINEATED /f # ' 1
� � �
WETLANDS AREA
- _ - \ / OUTPARCEL
f� /� z 1 �.� lob
GENERAL NOTES:
1. FIELD SURVEY PROVIDED BY SYLVESTER & CO.
_ l-- _ __ __ _� _ _- _ -- ! f r; f� t `� - _ _ • r --- INFRASTRUCTURE CONTRACTOR 1S RESPONSIBLE 2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCDOT LIDAR DATA.
FOR THE CONSTRUCTION OF COMPONENTS 3. SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATIONS.
30 RELATED TO INFRASTRUCTURE DEVELOPMENT 4. THE PROJECT BOUNDARIES EXTEND TO THE PROPERTY BOUNDARY.
5. SEE SHEET C7.3 THRU C7.5 FOR DRAINAGE AREA DELINEATION.
ONLY. RESIDENTIAL CONTRACTOR IS
10 t RESPONSIBLE FOR COMPONENTS RELATED TO
302 0 RESIDENTIAL CONSTRUCTION.
NOTES FOR STORMWATER:
1. THE CANOE CLUB DEVELOPMENT DISCHARGES TO OUTSTAND]NG RESOURCE
1
\ �: �,\� { : • •�`� I ; } , , PLACE 12 HDPE 1 ��
�� ■ �p / ,` 1 \ CROSS CULVERTS AT,
DRIVEWAY LOCATIONS l t
- \ 0� �� ` . \ \ \ - • , i i� ; , WHERE CROSSING
\ \ ■ F.E.S. F--2 DITCH. MAINTAIN 1.0 I
INVERT =34 7-7311 MINIMUM COVER AND 1
1%0 MIN SLOPE. €TYP f 04
� 5
10' PERMANENT s j ILIT CROSSING i
I ? PROF'. 8" S.S. INV.=3457.67
S.D. I V-0 CROSSING.: --3458.43 /
V. D
WALL N 59.74 1 I f f 1
r'
� / � ! , � / % � f � � r t ' f ` � � s j 4 } � ? 1 E_ S t ••S F .r' �"µ �: t l ! f
001
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MATLIN SE SHEET r7,'.1 r f t I. l > tl , 1 ,
a s114
} t iF i. i f 1• ! f /
t I si •i F f r 1 F re # '. il€ € f ? 1 nl -
130 t
1 +
f !
1 �
} � e
f t
l RUNOFF SHEET
1 ; FLOWS ACROSS
ROAD
:1
I
-rn
1 1 I APPROXIMATE MEAN
HIGH WATER
1 ELEVATION - 3470.0
j of tl
t
i [
,v
}
!
MaTCHLIN"E^SEE SHEET C7.1
\ 1
t
}
W
a
WATERS.
2. THERE SHALL BE A MINIMUM OF 30 -FT WIDE VEGETATIVE BUFFER FROM
ALL DISCHARGE POINTS OR BUILT UPON AREAS TO ALL SURFACE WATERS.
3. ALL SWALES AND STORMWATER PIPES ARE LOCATED WITHIN A PROPOSED
DRAINAGE EASEMENT.
4. ALL GRASSED SWALE SIDE SLOPES SHALL NOT EXCEED 3:1.
5. ALL GRASSED SWALES SHALL BE LINED WITH NORTH AMERICAN GREEN
C350 TURF REINFORCEMENT MATTING, OR APPROVED EQUAL, AND SHALL BE
SEEDED WITH A GRASS LEGUME MIXTURE IMMEDIATELY FOLLOWING FINAL
ROADWAY GRADING.
6. FINISH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED AT THIS TIME.
STORMWATER MANAGEMENT LEGEND
- - - EXISTING IO' CONTOUR
- EXISTING 2' CONTOUR
PROPOSED I t7' CONTOUR
PROPOSED T CONTOUR
30' UTILITY, DRAINAGE, AND ACCESS
EASEMENT
WETLANDS AREAS
PROPERTY BOUNDARY
-- �- STORM DRAIN PIPE VIS 1
IO' DRAINAGE EASEMENT
E3 DITCH INLET
FLARED END SECTION
PLUNGE POOL
GRASS SWALE WITHIN PERMANENT
DRAINAGE EASEMENT
GRAPHIC SCALE
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-I I ERS LAKE ROAD
113 (GRAVEL)
GENERAL NOTES:
L FIELD SURVEY PROVIDED BY SYLVESTER & CO.
2. TOPOGRAPHICAL. DATA IS BASED ON 21147 NCDOT LIDAR DATA.
3. SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATIONS.
4. THE PROJECT BOUNDARIES EXTEND TO THE PROPERTY
BOUNDARY.
NOTIrS FOR STORMWATER:
1. THE CANOE CLUB DEVELOPMENT DISCHARGES TO
OUTSTANDING RESOURCE WATERS.
2. THERE SHALL BE A MINIMUM OF 30 --FT WIDE VEGETATIVE
BUFFER FROM ALL DISCHARGE POINTS OR BUILT UPON
AREAS TO ALL SURFACE WATERS.
3. ALL SWALES AND STORMWATER PIPES ARE LOCATED
WITHIN A PROPOSED DRAINAGE EASEMENT.
4, ALL GRASSED SWALE SIDE SLOPES SHALL NOT EXCEED
3:1.
5_ ALL GRASSED SWALES SHALL BE LINED WITH NORTH
AMERICAN GREEN C350 TURF REINFORCEMENT MATTING, OR
APPROVED EQUAL, AND SHALL BE SEEDED WITH A GRASS
LEGUME MIXTURE IMMEDIATELY FOLLOWING FINAL. ROADWAY
GRADING.
6. FINISH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED
AT THIS TIME.
STORMWATER MANAGEMENT LEGEND
EXISTING I Q' CONTOUR
EXISTING T CONTOUR
PROPOSED 14` CONTOUR
PROPOSED T CONTOUR
WETLANDS AREAS
-- PROPERTY BOUNDARY
STORM DRAIN PIPE W f
-- 14` DRAINAGE EASEMENT
GRASS SWALE WITHIN PERMANENT
DRAINAGE EASEMENT
DITCH INLET
DRAINAGE AREA BOUNDARY
PROPOSED BUILT UPON AREA
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❑ _ \ \ OUTPA CELL--
-I I ERS LAKE ROAD
113 (GRAVEL)
GENERAL NOTES:
L FIELD SURVEY PROVIDED BY SYLVESTER & CO.
2. TOPOGRAPHICAL. DATA IS BASED ON 21147 NCDOT LIDAR DATA.
3. SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATIONS.
4. THE PROJECT BOUNDARIES EXTEND TO THE PROPERTY
BOUNDARY.
NOTIrS FOR STORMWATER:
1. THE CANOE CLUB DEVELOPMENT DISCHARGES TO
OUTSTANDING RESOURCE WATERS.
2. THERE SHALL BE A MINIMUM OF 30 --FT WIDE VEGETATIVE
BUFFER FROM ALL DISCHARGE POINTS OR BUILT UPON
AREAS TO ALL SURFACE WATERS.
3. ALL SWALES AND STORMWATER PIPES ARE LOCATED
WITHIN A PROPOSED DRAINAGE EASEMENT.
4, ALL GRASSED SWALE SIDE SLOPES SHALL NOT EXCEED
3:1.
5_ ALL GRASSED SWALES SHALL BE LINED WITH NORTH
AMERICAN GREEN C350 TURF REINFORCEMENT MATTING, OR
APPROVED EQUAL, AND SHALL BE SEEDED WITH A GRASS
LEGUME MIXTURE IMMEDIATELY FOLLOWING FINAL. ROADWAY
GRADING.
6. FINISH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED
AT THIS TIME.
STORMWATER MANAGEMENT LEGEND
EXISTING I Q' CONTOUR
EXISTING T CONTOUR
PROPOSED 14` CONTOUR
PROPOSED T CONTOUR
WETLANDS AREAS
-- PROPERTY BOUNDARY
STORM DRAIN PIPE W f
-- 14` DRAINAGE EASEMENT
GRASS SWALE WITHIN PERMANENT
DRAINAGE EASEMENT
DITCH INLET
DRAINAGE AREA BOUNDARY
PROPOSED BUILT UPON AREA
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PROPOSED DN' -SITE BUILT UPON AREA
IN TRIBUTARY DRAINAGE BASIN
�\ \ ' I } \ �// 11/ II 1 � - }
\� \,;�� \\ �� `� , _ / 111 / J �� �' \ r �� __ ` r 1- \ § \
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0.35
0.79'
GRASS SWALE A-9
GRASS SWALE A-2
GRASS SWALE B -1a
GRASS SWALE B -9a1
GRASS SWALE B -1b
c
SIDE SLOPES = 3:1
SIDE SLOPES = 3:1
SIDE SLOPES = 3.9
SIDE SLOPES = 3:1
SIDE SLOPES = 3:1
LONGITUDINAL SLOPE = 4.0%
LONGITUDINAL SLOPE = 3.0%
LONGITUDINAL. SLOPE = 1.5%
LONGITUDINAL SLOPE = 6.0%
LONGITUDINAL SLOPE = 1.5%fl
� � L o
NORMAL DEPTH = 0.66'
NORMAL DEPTH = 0.43'
NORMAL. DEPTH = 0.64'
NORMAL DEPTH = 0.35'
NORMAL DEPTH = 0.71'
FREEBOARD = 0.84'
FREEBOARD = 9.07'
FREEBOARD = 0.86'
FREEBOARD w 0.52'
FREEBOARD = 0.79'
L- 12 40- 10
INVERT = 3459.50'
INVERT = 3461.50'
� INVERT 3461.50'
INVERT = 3478.00'
INVERT = 3461.50'
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GRASS SWALE B-2
GRASS SWALE C-1
GRASS SWALE D-1
GRASS SWALE E-1 a
GRASS SWALE E-1 b
U
SIDE SLOPES = 3:1
SIDE SLOPES = 3:1
€ SIDE SLOPES = 3:9
SIDE SLOPES = 3:1
SIDE SLOPES = 3:1
LONGITUDINAL SLOPE = 12.0%
LONGITUD}NAI. SLOPE = 8.0%
LONGITUDINAL SLOPE = 6.0%d
LONGITUDINAL SLOPE = 1.5%
LONGITUDINAL SLOPE = 1.5%Q
NORMAL DEPTH = 0.39'
NORMAL DEPTH = 0.46'
NORMAL DEPTH = 0.46'
NORMAL DEPTH = 0.68'
NORMAL DEPTH = 73'
FREEBOARD = 1.11'
FREEBOARD = 1.04'
FREEBOARD = 9.04'
FREEBOARD = 0.82'
FREEBOARD = 0.77'
INVERT = 3461.50'
INVERT = 3461.50'
INVERT = 3447.90'
INVERT = 3463.50'
INVERT = 3463.50'
77
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NOTES:
1- A SUBSURFACE SOILS ANALYSIS WAS DONE FOR THE
9'
0.35'
9'
0.93'
9'
01.97'
PROJECT. BORINGS WERE ADVANCED TO A DEPTH OF
6.5 TO 7 FEET DEEP. EVIDENCE OF GROUNDWATER
GRAPHIC SCALE
3 T 3.1
3 T 3.1
3=7 3=�
WAS NOT ENCOUNTERED AT EITHER BORING.
2, ALL GRASSED SWALES SHALL HAVE SIDE SLOPES OF
s 0 2.5 5 10 . 20
0.55'x-
(3.57'
0.53'
3=1-
IN FEET
3. GRASSED SWALE B -1a1 SHALL HAVE A WIDTH OF 5.22'
GRASS SWALE F -la
GRASS SWALE I= -'Ib
GRASS SWALE G-1
TO ACCOMODATE THE PROPERTY BOUNDARY. ALL
1 inch = 5 ft.
SIDE SLOPES = 3:1
SIDE SLOPES = 3:1
SIDE SLOPES = 3:9
OTHER GRASSED SWALES SHALL BE 9 WIDE,
LONGITUDINAL SLOPE = 6.0%
LONGITUDINAL SLOPE = 5.0%
LONGITUDINAL SLOPE = 5.0%
4- ALL GRASSED SWALES SHALL BE LINE WITH NORTH
NORMAL DEPTH = 0.55'
NORMAL DEPTH = 4.57'
NORMAL DEPTH = 0.53'
AMERICAN GREEN C350 MATTING OR APPROVED
FREEBOARD = 0,95'
FREEBOARD =[1.93`
FREEBOARD = 0.97`
EQUAL.
4
INVERT = 3461.50'
INVERT = 3469.50'
INVERT = 3489.5(1'
5. ALL GRASSED SWALES SHALL BE PLANTED WITH A
GRASS LEGUME MIXTURE.
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Si?.ilJ1_L7F:� �
4' BREAK WITH ? 57 WASHED STONE, r•
EXTENSION OF FABRIC AND WIRE
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! GRASS SWALI S{ #A�� BE L€NE€r �JITH NORTH AMERICAN
28� = LEND I H
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PLASTIC OR WIRE TIES INTO THE TRENCHGRE=N
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CHECK DAMS PLACED AT THE INTERVAL SPECIFIED sN THE
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MAXIMUM SLOPE LENGTH AND POST
2, ALL TREES, SHRUBS, STUMPS AND OTHER OBSTRUCTIONS
°' �
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PROVIDE SILT FENCE BREAKS EVERY 200 SLOPE FOR WHICH SEDIMENT - 8
=1€I`
SHA BE REMOVED FROM THE PROPOSED SWALE LOCATEON.
,., IV
N
FEET OF FENCING OR AT LOW POINTS. FENCE IS APPLICABLE 1i=1€1- il.-`-_ _-�
3. ALL GRASS SWALES SHALL BE PLANTED V`,II T H A GRASS
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LEGUME I~.IXTURE IMMEDIATELY FOLLOWING ROADWAY GRADING.
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SSE NOTE F C2% 100 10 Dao -L�11 [�I II-11E-iI,=1E1
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4. SIDE SLOPES SHALL F A MAXIMUM OF 3: 1-
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-i? GENERAL NOTES:
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1. DRAINAGE AREA SHALL BE LESS THAN 1/4 ACRE PER 100 FEET OF
COMPACTED FILL FENCE .
FENCE F
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PLAN
6 ' 5 WASHED STONE u FLIP
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2. DEPTH OF WATER BEHIND SHALL NOT EXCEED 1.5 F E I.
3. FOR REINFORCEMENT Or FABRIC, USE 14 GAUGE MESH WITH 6"
_ _ _
\�i\i� ? _ €_� ' i\�
�[ i \ r I i = == f i-
CLASS 1 RAF'
a t
SPECIFICATIONS FOR SEDIMENT FENCE FABRIC SPACING.
1 i 1= l \ € = €�`: I
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-, \ ; I € `jf 4r` € €- 1]_-jj] 4 ``I4j € 1{r[r \\ \ =�
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4. CONSTRUCT FENCE FROM A CONTINUOUS ROE! . JOlIVTS SHALL
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PHYSICAL PROPERTY REQUIREMENTS OVERLAP BY 4' UlIN1MUM.
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FILTERING EFFICIENCY 85% MIN 5. DO NOT ATTACH FABRIC TO EXISTING T REES.
6. INSPECT FENCES WEEKLY AND AFTER RAINFALL EVENTS. REPAIRS
'TENSILE STRENGTH AT STANDARD STRENGTH-- SHALL BE MADE IMMEDIATELY.\\//
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7. REMOVE SEDIMENT DEPOSITS AS NECESSARY To ENSURE ADEQUATE
� NOR r�I AMERICAN GREEN
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20% (MAX) ELONGATION 30 L13/LIN INCH (MIN)
If 2% ' ax--
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STORAGE VOLUMES,
0350 MATTING
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EXTRA STRENGTH- 50 r E
8. 8' MAXIMUM SPACING ON POSTS S WHEN USING STANDARD STRENGTH
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\//\// f\/\/\/\//. F I TI:.R FABRIC
\
LB/LIN IN (MIN) FABRIC WITH WIRE MESH. 6' MAXIMUM SPACING ON POSTS WHEN USING
5LURRY FLOW RATE 0,3 GAL/SQ FT/MIN (MIN) STRENGTH FABRIC WITHOUT WIRE MESH.
CROSS SECTION
I SILT FENCE
GRASSED SWALE
TYPE "B" SEDIMENT ENT TRAP
-
D I N.T.S.
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SUPPORT ROPE TO WIRE SUPPORT POST STAKE TO SUPPORT WIR-
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cloth mesh 4STEEL T POSTS
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TO PREVENT SAGGING 24" INTO BOTTOM OR SIDE
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REINFORCED
-- CONCRETE SLAB
16„ if
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MIN.
BAFFLES NEED TO BE INSTALLED CORRECTLY IN
ORDER FULLY PROVIDE THEIR BENEFITS.
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REINFORCED �' " '��
- THE BAFFLE MATERIAL NEEDS TO BE SECURED
AT THE BOTTOM AND SIDES USING STAPLES OR
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= 34 f2 6,
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STEL T POSTS � NCDOT �5 or ,�57
III washed stone
BY
TRENCHING AS FOR SILT FENCE.
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MOST OF THE SEDIMENT WILL ACCUMULATE IN
48" 34„
STANDAR D "" 48
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THE FIRST BAY, SD THIS SHOULD BE READILY
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STEPS 16" 4 ` ; 36" -
ACCESSIBLE FOR MAINTENANCE.
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;FROM �{' [ ❑ 20'
GENERAL NOTES:
�
6„
6 MIN 'd �60'=�
1. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE
SAES€-: TO THE STEEL POS' TS AT THE TDP, MIDDLE AND BOTTOM. PLACING A 2 -FOOT
CROSS --SECTION OF POROUS BAFFLE 1N A
---
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4..'e;' . _ _
FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING- USE 19 --GAUGE
HARDWARE CLOTH WITH A 1 /4 INCH MESH OPENING.
2. USE STEEL T POSTS FOR SECURING WIRE MESH HARDWARE CLOTH. POSTS NEED TO
SEDIMENT BASIN. NOTE THAT THERE IS NO
WEIR BECAUSE THE WATER FLOWS THROUGH
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6„ 6 ��
B£ 7.25 ? B/LINEAR FEET STEEL NI T?- MINIMUM LENGTH ©F 5 FEET. MINIMUM D£PTN DI
THE BAFFLE MATERIAL.
MIN. 6" WASHED,\ MIN. 6" WASHED
POSTS NEED TO BE 2 FT WITH A MAXIMUM SPACING OF 4 FEET.
3- FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
; BAFFLES MUST COMPLY WITH NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
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STONE BEDD NG TONE BEDDING
OVERLAPPED TO THE NEXT STAKE.
I DESIGN MANUAL PRACTICE STANDARDS AND SPECIFICATION # 6.65.
4, THE TOP OF THE FRAME AND FABRIC MUST BE 12" LOWER 1SEN THE. GROUND
' 3 BAFFLES SHALL BE INSTALLED IN ALL TEMPORARY SEDIMENT TRAPS AND BASINS.
❑
ELEVATION DOWNSLOPE FROM THE. DROP INLET TO KEEP RUNOFF FROM BYPASSING
BE TO BUILD A TEMPORARY DIKE ON THE DOWN
s
!
THE INLET. IT MAY NECESSARY
SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW.
i
1 BAFFLE �\ TRAP
[ I SURFACE AREA
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1 35%
V
t 225%
€ F- ARDWARE C LOTH &
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SEDIMENT TRAP BAFFLES
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64'MIN,
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3 NOTES:
FILTER FABRIC
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38 _ W //\` ,�j`
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1. PLACE STONE ON A FILTER FABRIC FOUNDATION.
THE HEIGHT 1 FT AT THE CENTER OF
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2. KEEP MAXIMUM AT
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THE DAM.
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R M .f A THm AX#M1JM SPACIE G BET1N EN AMS
PLAN VIEW 3, EIV SU 3 �. IH � � M E D
PLACES THE TOS OF THE UPSTREAM DAM AT THE SAME
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AOVERFLOW A AS NG T1~I CHANNEL T
4 STABILIZE RE ALONG _ H EL o
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'CLASS B EROSION RESIST EROSION CAUSED BY CHECK DAMS.
CONTROL STONE r�
5. ENSURE THAT SHE �.�ANNE{.. REACH ABOVE THE ;E MOST
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f!i \ _ i B. PROJ_CTED1ATLR LINE
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UPSTREAM DAM IS STABLE.
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STONE ,7 12 MAIC. EACH RUNOFF EVENT. CORRECT ALL DAMAGE MMEDIATELY.
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AT CENTER 7. REMOVE SEDIMENT AS NEEDED TO PREVENT DAMAGE E0
-
1. PREPARE SOIL BEFORE INSTALL€NG BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER AND SEED. NOTE: WHEN USING
CHANNEL VE 'STATION. ADD STONES AS NEEDED TO
CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -0 -SEED MIST BE INSTALLED WITH PAPER SIDE DOINN.
2' TO FILTER FABRIC MAINTAIN PROPER DiMLN8€ONS.
2. BEGIN A T THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET iN A 6" (15cm) DEEP X 6" (15cm) 1�f1EDF TRENCH WITH APPROXIMATELY 12"
€ Er 1
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION 0; LIME, FERTILIZER, AND SEED. NOT WHEN USING
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8, USE NCDOT CLASS B STONE AND LINE THE UPSTREAM
(30cm) OF BLANKET EXTENDED BEYOND THE BJP ----SLOPE PORTION OF 7H£ TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES
CELL---O--SEED DO NOT SEED PREPARED AREA. CELL -0 -SEED MIDST BE INSTALLED WITH PAPER SIDE DOWN.
SECTION A -A SIDE. OF THE DAM WITH NCDOT #5 OR #57 STONE.
APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRE=NCH. BACKF{LL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP -X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12"
Z
9. KEY 'THE STONE INTO THE DITCH BANKS AND EXTEND IT
COMPACTED SOIL. AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER
(30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE. TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES
�
BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO AVOID
COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET, �
APPROXIMATELY 12" (30crn) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
L=THE. DISTANCE SUCH THAT POINTS A AND WASHOUTS FROM OVERFLOW AROUND THE DAM.
3, RCL€ CENTER BLANKET IN DIRECTION OF WATER FLOW !N BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST �
COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SLED AND COMPACTED SOIL, SECURE BLANKET OVER
B ARE OF EQUAL ELEVATION ?
THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS
COMPACTED SOIL WITH A ROW OF STAPLE'S/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
-'
j
AS SHOWN IN THE STAPLE PATTERN GUIDE, WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE
3. ROLL THE. BLANKETS (A.) DOWN OR (B.) HORIZONTAF LY ACROSS THE. SLOPE, BLANKETS WILL UNROLL W€TH APPROPRIATE SIDE AGAINST THE
Z �
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A B
CDLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS
0
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4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE: A DOUBLE RDW OF STAPLES
SHOWN iN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE
`
STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS.
COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm)
4. THE EDGE=S OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"--5" (5cm-12.5crn) OVERLAP DEPENDING ON BLANKET TYPE.
CHECK DAM PLACEMENT
APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm--12.5cr-n) AND STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE
COLORED SCAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.
THE EDGE OF THE OVERLAPPING BLANKET EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
5. CONSECUTIVE BLANKETS SPUCLD DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm)
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (3m -12m) INTERVALS. USE A DOUBLE
OVERLAP. STAPLE THROUGH OVERLAPPEDAREA, APPROXIMATELY 12" (30crn) APART ACROSS ENTIRE BLANKET WIDTH. *NOTE: EN LOOSE SOIL
ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CEN TIER OVER ENTIRE WIDTH OF THE CHANNEL.
_
CONDITIONS, THE USE OF STAPLE OR STAKE. LENGTHS GREATER THAN 6" (15crn) MAY BE NECESSARY TO PROPERLY SECURES THE BLANKETS.
n
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8, THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN A 6"
6. SLOPES SHALL BE LINED WITH NORTH AMERICAN GREEN C125BN MATTING OR APPROVED EQUAL..
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CHECK DAM
(15cm) DEEP X 6" (15cr-n) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING
C3
9. DITCH S} -TALL BE LINED W=TEH NORTH AMERICAN GREEN C350 MATTING OR APPROVED EQUAL.6p
CONTROL FABRIC ON SLOPES
C7 NTS
,r9__�EROSION
8 ERC�SIC�N C�NTR�L FABRIC IN DITCHES
D N.A.G. C �5BN �R APPRt7VED EQUALN T S
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v©caua�a.V)

CANOE CLUB
SEEDING SPECIFICATIONS
SUBMITTALS:
A- PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTAL? ATION INSTRUCTICINS- IND ODE RELUIRED SUBSTRATE PREPARATION, '45T OF MATERIALS, AND
APPLICATION RATE.
B. AGRONOMIC SOIL FER T-LITY ANALYSIS AND RECOMMENDATIONS.
DELIVERY, STORAGE, AND HANDLING: PRODUCT DATA: SUBM4T MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS. INCLUDE REQUIRED SUBSTRATE
PREPARATION, LIST OF MATERIALS, AND APPLICATION RATE.
MA TER€.AtS'
A- MIXED SUSTA;NABLE SLOPE SEED: SLOPEMASTER BY PENNINGTON SEED, ?NC WITH THE FOLLQr" iNG CHARACTERIST CS -
1. MATERIAL: PERMANENT AND TEMPORARY SEED VARIETIES,
2. MINIMUM: 5% DURANA WHI'TE CLOVER -
3. INERT MATERIAL: LESS THAN ? �-
4- OTHER CROP SEED: LESS THAN .5%.
5. WEED SEED: LESS THAN 1%.
5. COATING= INOCULATED WITH GERMAX SEED TREATMENT (RHIZOKOTE XL FIND APRON XL) AND MYCO ADVANTAGE COATED.
7. PACKAGING: 25LB SEATAC BAGS -
B. OTHER SEED AS SPECzF€ED-
C, SOIL AMENDMENTS / FERTILIZER AS SPECIFIED PER THE AGRONOMIC SOIL FERTILITY ANALYSES AND RECOMMENDATIONS.
SUBSTRATE PREPARATION: SURFACE NA€Eft CUNftOL MEASURES TO BE INSTALLED ACCORDING TO ':::LAN. COMPLETE GRADING BEFORE P
REPAR"NG SEEDBED.
AREAS rO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL- 3" DEEP ON SLOPES 2!1 OR FLATTER. TOTAL
SEEDBED PREPARED DEPTH Sk-'sAt#. BE 4„
TO 6" DEEP- ;F SO€LS ARE COMPACTED DURING GRADING LOOSEN TO A DEPT14 OF 6" TO 8".
LOOSE ROCKS, ROOTS AND OTHER 08STRUCT€ONS SHALT. BE R: -MOVED FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT AND hlAIhTENANCE OF THE
VEGETATION,
APPLY SO€, AMENDMENTS AND FERPLIZER ACCORDING TO AGRONOMIC SOIL FERTILITY ANALYSIS AND RECOMMENDATIONS-
ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION- GROOVE OR FURROW SLOPES STEEPER THAN 3:1.
INSTA'_LAT€ON: INSTALL SEED PER MANUFACTURER'S CURRENT PRINTED INSTALLAT€ON INSTRUCTIONS- FREQU-'NT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED
AREAS IF NO NATURAL RA€N EVENTS HAVE OCCURRED W€THIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY
OF IRRIGATION SHOULD BE CUT BACK WITH HEAV'Erft APPLICATION RATES -
GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND F€LLS SHALL BE NO GREATER THAN THE ANGLE lh'HfC€-# CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSF6d CONTROL DEVICES OR STRJCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, W THIN 21 WORKING DAYS OF COMPLE T':ON OF ANY PHASE OF
GRADING BE PLANTED OR OTHERWISE PRdViCED ?NIT;-+ GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN E�flSf }N-
FOR TEMPORARY SEEDING OF AREAS ' H# CH WILL NOT BE BROUGHT TO F=ANAL GRADE FOR MORE THAN TWO t2; WEEKS, FOLLOW THE TEMPORARY SEEDING SPECIFICATIONS
BELOW-
TEV`PORARY SEEDING SPECIF ICATiONS - @TS
T_YPE RATE _ AMENDMENTS
RYE GRA=M 120 LB/ACRE 2000 LB/ACRE GROUND AGRICULTURAL LIME-- STONE AND
750 LB/ ACRE OF 10-10__10 FERTILIZER
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. STRAW SHALL
BE ANCHORED BY TACKING WITH ASPHALT, !JETTING OR MULCH ANCHORING TOOL.
CANOE CLUB PERMANENT SEEDING SPECIFICATIONS - PS
SEED MIX LEGEND
WEIR LENGTH °
(FT.)
1
SYMBOL
7 7,Festuca
I BOTANICAL NAME
ANOE CLUB SEED MIX t --GENERAL
orundioncea 'Greystone'
COMMON !NAME
Greystone Toll Fescue
; % OF TOTAL MIX
77.0%
8.0
Ponicum ramosum
Browntop Millet
` 6.0%
12.0
Trifolium repens 'Durana'
Durono White Clover V
Hairy Vetch
10.07.
7.0%
Vicia Vlllosa
Gt {c.f.s.)
TOTAL POUNDS PER ACRE:
Req'd (s.f.) :�'<t� _'a�-�'
75--•100 LBS./ACRE
NOTES FOR CANOE CLUB SEED MIX 7 - GENERAL:
7. SEED MIX 1 TO BE APP;=ED TO ALL GENERAL SEEDED AREAS (ROADWAY SHOULDERS, SLOPES, ETC.) IN SUN TO PARTIAL SUN/SHADE, NOT CONSIDERED "STOPMWATER
MANAGEMENT GRASS -LINED CHANNELS.,.
2- AVAILABLE FROM PENNINGTON SEED INC. SEED PRODUCTION - 1280 AT? ANTA HWY, MADISON, GA. 30550. 800-286-6100 (FAX [phone],)
3- 1F MIX 1NSTALLED IN WINTER, SUBSTITUTE RYE GRAIN FOR BROWNTOP MR -LET.
4_ SPECIES 'N SEED MIX MAY BE ADJUSTED PER LANDSCAPE ARCHITECT'S AND/OR MANUFACTURER'S RECOMMENDATIONS IF ON-SITE CONDITIONS AFTER GRADING INDICATE SEED
WILL B4 It45TAi_LEC3 iN AREAS OF PARTIAL TO ©-EP SHADE.
5, MULCH SHALL BE APPL€ED AT THE RATE OF 4,000 LB./ACRE STRAIN, STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT, NETTING OR MULCH ANCHORING TOOL.
12" THICK #57
WASHED STONE
FILTER LAYER
3600 CU FT./ACRE
VOLUME OF BASIN
1.5'
5 FT. 1.5 FT_
MIN.
W5 FT. MAX.
NOTE: REFR TO
PLAN FOR BASIN FILTER FABRIC
DIMENSIONS.
CROSS SECTION
EMERGENCY BY-PASS
6" BELOW SETTLED
TOP OF DAM
OVERFILL 6" FOR
DESIGN SETTLEMENT
i SETTLED /27" MIN,
TOPS
€ WEIR LENGTH
--------------
L
GROUND
a
1
2' TO 3'MAx. FILL i
EXTEND FILTER FABRIC
E i FILTER �tliL �I �- 11= 6" INTO BASIN BANK
,. [ �_
FABRIC TI 3 T• € 2:'•- SIDE
MIN. MAX. SLOPE
]:I SIDE
STONE SECTION MAX. SLOPE
CLASS "B"
RIP RAP
TEMPORARY SEDIMENT TRAP
DRAINAGE AREA
(ACRES)
WEIR LENGTH °
(FT.)
1
4.43
2
6. Q
3
8.0
4
10.0
5
12.0
1 DIMENSIONS SHOWN
ARE MINIMUM
Sad.
Total
G
Intensity
1t3 yr. Flow
t3enuded
Area �:�... Volume
:<--• Vg',
WT- RIPRA I
TG'N5 ]
F3
Trap
Spillway itlfa#er
P y
free-
L SID s
t]€m n n
Trap
Area (ac.)
3'
3'
Gt {c.f.s.)
Area (ac.)
Req'd (s.f.) :�'<t� _'a�-�'
ReqDepth
SHOULDER
2'
Dim. Depth
Board
Top (ft) Bottom (fl)
1
0.77
01.35
7.(38
1.95
0.30
:_;; ^M
849 ._. �.�
-1,0
i2 s /2'
3.8
4k1-5` ❑.28
1.22
21 X 42 7 ?C 28
Sed.
Total
C
Intensity
1f7 yr. F1nv�
Denuded
r-:::; j
Area �:: ;;.:�
VaIu
? 6'
Trap
Bpi€Ivray !Nater
Free-
C3imensiDns
Trap
Area (ac-)
1/2''
SLOPE
Q {c.f.s.j
Area (ac.)
Regd (s•f-) :-'. ' `•
ReqDepth
Dim. [Depth
Board
Top (ft) Bottom (ft2
Oyp /
SLOPE
0.27
Q,4a
7.015
0.86
0.27
374 ? -
97
3.6
4`x1.5' 0,16
1.34
17 X 34 3 X 20
Sed.
Total
C
intensity
10 yr. Flow
Denuded
Area ".r N
Volume
,Vd" 'x
Trap
Sp€#Tway Mater
Free-
Dimensions
Trap
Area (aa-)
�
Q (c.f-s.)
Area (ac-)
Regd (s,f) .:. `:
Req'd"
,...E
Depth
Dim. I Ole h I
Hoard
Top (ft) I Bottom (ft
3
0.38 1
17.45
7.06
.1 .21
1 0.38
1 525 r ':
1,36$
o
3.6
45c1.5 1 0-203 1
1.301
19 JXI 381 rJYJ 24
,TEMPORARY SEDIMENT TRAP
�T N. T. S.
*PERMANENT VELE T ATION IN
GRASSED SWALES SHALL BE
ESTABLISHED IMMEDIATELY
FOLLOWING GRADING
5'
ADDITIONAL �
f�RAINAGE I
EASEMENT 2' 3D' LiTll TTY, DRAINAGE, AND ACCESS
SI-IouL>���
J_
8„
GENERAL NOTES:
1. A STABILIZED PACT OF CRUSHED STONE SHALL BE 4-. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. SEDIMENT
CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. SHALL. BE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
2. STONE TO - 3 INCH WASHED STONE.
BE 2 CDO NOT WASH DOWN.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE
WILL
T
WHICH W PREVENT RA KIN OR FLOWING OF SEDIMENT . H N
;LLTRACKING G SEDIMENT NT PRO TO ENTERING A PUBLIC STREET WHEN WASHING
S�.D I E PRIOR E Eft G ,
ONTO PUBLIC STREETS OR EXISTING PAVEMENT, THIS MAY IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT BASIN.
E
OF ANY MEASURES D TO TRAP SEDIMENT. ENTRANCE/EXIT
SLJ ES USE6. FILTER R FABRIC SHALL B PLACED UNDER THE
L E E
*PERMANENT VEGETATION IN
GRASSED SWALES SHALL BE
ESTABLISHED IMMEDIATELY
FOLLOWING GRADING
GRASS
SWALE
AND SHALL. BE MIRAFI 500 OR EQUAL
STABILIZED CONSTRUCTION
ENTRANCE AND EXIT N.T.S.
a
2' 30' UTILITY, DRAINAGE, AND ACCESS EASEMENT
OULDER SHOULDER
14' GRAVEL DRIVE SURFACE
f�
0
sL
0
E
T.
-]
F" CABC 1 /4" 1 2:1
PER , SLOPE
- - �• WLU
d [.+.�%< - - w`ti'. •w��[-^�--�. .-_�--F.,S -^Iy :' '• C''"ti' u.' : € _:fix • 'ii •; ;., -i € MAX. SLOPE # "r_, :,. - -= MAX. SLOPE ON 4 =''` - - -I _ILII❑=II11�T 12'1 3-1[`_ riIt-II[1 [:fit rr 3M .,, : t=_i"-, --- �SEED MIX LEGEND 1.5' DEEP - �J m -� i SvALEs SH �E DEEP 3 IwI W I ii 1I ❑x~11 i[ 1[ f = C m I1]I I[I�1I 1ALL - ----�II �1I II= IONS ALES S�lALY - I;: - BOTH 3' LANDSCAPED - : SVv'ALE I',lik_ €Ili[- - I �.
-. I11`��1�11IIr CIII -!t1 - I�=�I-1�[ Tll��.itf�I �11=II -ll __ _, ; tI� 1I I 1{ I T[� -1[ -:-fI1=T❑l _[TI 1]1,I1-
YMSOL BOTANICAL NAME COMMON NAME % OF TOTAL MIX SHALL BE 3 � � �: ; `i mm� I � ` � E - E s t;�-t �€ - -„1 u �
SHOULDER COMPACTED 3 '0 1 { , 1"' fp` ,,- ESOT 3' LANDSCAPED
[=€.`t`[.€ ti=sE =�1❑f[=Tf°: �€If. jlrj �1s i t.: =ft l'�1II-ll�l[1;�Ef}�it�1� :i
CANOE CE i18 S£EC3 1!!tx 2 - GRASS tJNED CHANNELS I ; D 1 - � I 1 'I I� i I' I '� I �- -`` _ ;1 �� I I `-I I I - SHOULDER COMPACTED
j_ _IC [ r € € l f �€ TO 95% MIN. MODIFIED1T=1 -IIS ?-€;w1m - -moi i =wit; ;..I IIIA f J I -111-I�_�
DENSITY I �:I►tl3�,�I��I TO ��� MIN. MoITI❑
Festuca arundiancea 'Greystone' Greystone Tali Fescue 77.0% PROCTOR
?� 1 �1IE _[ii I j{ II 11�?,_- PROCTOR DENSITY
Panicum romosurrt _w Browntop Millet 6.0% ALL SWALES SH ALL; 1 = I ALL S WA1..ES SH A=m i 1 i1 i =� I
I BE LINED WITH _s€4 ® BE LINED WITH.Irw�'__
Trifoiium repens 'Durano' Durana White Clover 10.0% 2" PVC WATER N.A.G. 0350 1 :!, µal j h T 2" PVC WATER
I- N.A.G. 0350 8 D.LP. SANITARY
V{cia villasa Hairy Vetch 7.0% DITCH MATTING SEWER !/ARIES 2' C)FF EDGE OF ROAD DITCH MATTING 2' OFF EDGE OF ROAD
TOTAL POUNDS PER ACRE: 75-300 LBS./ACRE _ WITHIN 5' EACH SIDE ELECTRICAL,
MAINTAIN 3' of COVER MAINTAIN 3' OF COVER
VELECTRICAL, TELEPHONE, AND 4--_
I Penntown` reeping i r, OF CENTERLINE
€ Festuca rubra 'Pennlawri Red 1-esue _ _ 300% OVERSEER TELEPHONE, AND CABLE IN OPPOSITE -g" D.I.P. SANITARY
CABLE IN OPPOSITE SHOULDER OF WATER SEWER VARIES
TOTAL POUNDS PER ACRE: 100-200 LBS./ACRE, OR 3-5 LBS./1,000 SF SHOULDER OF WATER WITHINWER 5' EACH SIDE
NOTES FOR CANOE CLUB SEED MIX 2 - GRASS LINED CHANNELS: OF CENTERLINE
1 • SEED MIX 2 TO BE APPLIED TO ALL "STORMWATER MANAGEMENT GRASS -LIKED CHANNELS".
2, ALL SEED (EXCEPT RED FESCUE} AVAkLABLE FROM PENfv;NGTON SEED INC- SEED PRODUCTION - 1280 A''•-'LANTA HWY, MADISON, GA- 30650. 800-286-6100 �
!FAX [phone]).
3. FESTUCA RUBRA 'PENNL AWN' (RED FESCUE) AVAILABLE FROM ERNST CONSERVATION SEEDS, LLP- 9006 MERCER PIKE, MEADEVILf_E. PA. 16335- 800-873-3321 1
(FAX [phone]), 3 18' GRAVEL ROAD SECTION . 4 14` GRAVEL DRIVE SECTION
4- IF i+Alx €5 INSTALLED iN W€N"ER, Sl18ST[ TL'•TE RYE GRA€N FOR THE BROWNTOP MILLET.
5- SPECIES IN SEED MIX MAY BE ADJUSTED PER LANDSCAPE ARCHITECT'S AND/OR MANUFACTURER'S RECO.,MENDAT€DN 1F ON-SITE CONDITIONS AFTER GRADING INDICATE D� N.T.S.
SEED Vd€':_s_ BE :NSTAL.LED iN AREAS OF PARiTAL TO DEEP SHADE. N•T•S
6. FOR ALL GRASS ---LINED' CHANNELS, INSTALL #NORTH AMERICAN GREEN EROSION CONTROL MA1 C350 (SEE DETAIL 8, SHEET D1), t
EROSION NOTES
1. CANOE CLUB TOTAL DISTURBED AREA = 14-75 ACRES-
2- INSTALL EERCSiON CONTROL MEASURES AS A M=INIMUM, IN
CONFORMANCE WITH "NCDFNR EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
3. ALL PIPES SHALL HAVE RIP RAP PLUNGE POOLS.
4- ALL EARTHENMATERIALC R MAkN K S TE. ; 0 TRUCKING
.L E E 0 E O
MATE:`R'AL OFFSITE_
5. ADDITIO;IAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN AREAS OF INACCURATE ;OPO OR WH RE REQUESTED BY T .E
NCDE� R INSPECTOR. ENGINEER, OR OWNER-
6- STABILI=ZE ALL EXISTING UNCOVERED AREAS THA' WILL NOT
BE IMPACTED BY NEW GRADING ACTIVITIES -
7. CHECK SEDIMENT/EROS€ON CONTROL DEVICES AFTER EACH
STORM EVENT. MAINTAIN OR REPLACE EACH DEVCCE IF SEDiME'ST i
ACCUMULA TION HAS REACHED ONE HALF TIME• CAPACITY OF THE i A
DEVICE. j
8. ROLLED EROSION CONTROL FABRIC IS REQUIP,ED ON ALL I
SLOPES COMPLETED BETWEEN OCTOBER 15TH AND MARCH 15TH- i
MAINTENANCE NOTES
1. ALL EROSION AND SEDIMIEN T CONTROL PRACTICES
WILL BE CHECKED FOR STABIL.`:TY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RA€NFALL,
BUT ?N NO CASE LESS THAN ONCE EVERY WEEK -
AN', NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED -
2. SEDIMENT WILL BE REMOVED FROM SEDIMENT
TRAPS WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE
CLEANED OR REPLACED 'del IEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
3. ALL SEEDED AREAS WILL BE FERTILIZED,
RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFiCAT€ONS IN THE VEGETATIVE PLAN TO
MA€N =A€N A VIGOROUS, DENSE VEGETATIVE COVER.
FLARED END
OR E NDWALL
PLAN
DIA. +12"
G
E H I
L -CLASS RIP RAP
6 ' GRAVEL ON FILTER FABRIC
SECT€ON A --A
m D50 = 12"
MAX DIA. = 18"
THICKNESS = 27"
!pip
ISIZF A 8
C
D
L'
Y
G
H
WT- RIPRA I
TG'N5 ]
115" i 10' j 7'
EASEMENT
1'
1'
4 1/2'1
1 /2'
3'
3'
182; 1 8'
2'
1'
Ci a)
SHOULDER
2'
4'
8
121 " 1 5' ( 9'
18' GRAVEL DRIVE
SURFACE
- ''
GRASS
2 J2'
a 1,/2
I SWALE
24 s 7' 10
i2 s /2'
1 1 / 2'
1'
8'
2 1/2',
5 '•. /2
30" 120' 13
G„ CABC
i 1/4 2
I 2'
9'
:5'
? 6'
22
PER
i 3 112'1
2'
1 2' ,g
1/2'F
1/2''
SLOPE
33��
1
o
r-
P �.
FT-
Oyp /
SLOPE
----y -
{-
J_
8„
GENERAL NOTES:
1. A STABILIZED PACT OF CRUSHED STONE SHALL BE 4-. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. SEDIMENT
CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. SHALL. BE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
2. STONE TO - 3 INCH WASHED STONE.
BE 2 CDO NOT WASH DOWN.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE
WILL
T
WHICH W PREVENT RA KIN OR FLOWING OF SEDIMENT . H N
;LLTRACKING G SEDIMENT NT PRO TO ENTERING A PUBLIC STREET WHEN WASHING
S�.D I E PRIOR E Eft G ,
ONTO PUBLIC STREETS OR EXISTING PAVEMENT, THIS MAY IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT BASIN.
E
OF ANY MEASURES D TO TRAP SEDIMENT. ENTRANCE/EXIT
SLJ ES USE6. FILTER R FABRIC SHALL B PLACED UNDER THE
L E E
*PERMANENT VEGETATION IN
GRASSED SWALES SHALL BE
ESTABLISHED IMMEDIATELY
FOLLOWING GRADING
GRASS
SWALE
AND SHALL. BE MIRAFI 500 OR EQUAL
STABILIZED CONSTRUCTION
ENTRANCE AND EXIT N.T.S.
a
2' 30' UTILITY, DRAINAGE, AND ACCESS EASEMENT
OULDER SHOULDER
14' GRAVEL DRIVE SURFACE
f�
0
sL
0
E
T.
-]
F" CABC 1 /4" 1 2:1
PER , SLOPE
- - �• WLU
d [.+.�%< - - w`ti'. •w��[-^�--�. .-_�--F.,S -^Iy :' '• C''"ti' u.' : € _:fix • 'ii •; ;., -i € MAX. SLOPE # "r_, :,. - -= MAX. SLOPE ON 4 =''` - - -I _ILII❑=II11�T 12'1 3-1[`_ riIt-II[1 [:fit rr 3M .,, : t=_i"-, --- �SEED MIX LEGEND 1.5' DEEP - �J m -� i SvALEs SH �E DEEP 3 IwI W I ii 1I ❑x~11 i[ 1[ f = C m I1]I I[I�1I 1ALL - ----�II �1I II= IONS ALES S�lALY - I;: - BOTH 3' LANDSCAPED - : SVv'ALE I',lik_ €Ili[- - I �.
-. I11`��1�11IIr CIII -!t1 - I�=�I-1�[ Tll��.itf�I �11=II -ll __ _, ; tI� 1I I 1{ I T[� -1[ -:-fI1=T❑l _[TI 1]1,I1-
YMSOL BOTANICAL NAME COMMON NAME % OF TOTAL MIX SHALL BE 3 � � �: ; `i mm� I � ` � E - E s t;�-t �€ - -„1 u �
SHOULDER COMPACTED 3 '0 1 { , 1"' fp` ,,- ESOT 3' LANDSCAPED
[=€.`t`[.€ ti=sE =�1❑f[=Tf°: �€If. jlrj �1s i t.: =ft l'�1II-ll�l[1;�Ef}�it�1� :i
CANOE CE i18 S£EC3 1!!tx 2 - GRASS tJNED CHANNELS I ; D 1 - � I 1 'I I� i I' I '� I �- -`` _ ;1 �� I I `-I I I - SHOULDER COMPACTED
j_ _IC [ r € € l f �€ TO 95% MIN. MODIFIED1T=1 -IIS ?-€;w1m - -moi i =wit; ;..I IIIA f J I -111-I�_�
DENSITY I �:I►tl3�,�I��I TO ��� MIN. MoITI❑
Festuca arundiancea 'Greystone' Greystone Tali Fescue 77.0% PROCTOR
?� 1 �1IE _[ii I j{ II 11�?,_- PROCTOR DENSITY
Panicum romosurrt _w Browntop Millet 6.0% ALL SWALES SH ALL; 1 = I ALL S WA1..ES SH A=m i 1 i1 i =� I
I BE LINED WITH _s€4 ® BE LINED WITH.Irw�'__
Trifoiium repens 'Durano' Durana White Clover 10.0% 2" PVC WATER N.A.G. 0350 1 :!, µal j h T 2" PVC WATER
I- N.A.G. 0350 8 D.LP. SANITARY
V{cia villasa Hairy Vetch 7.0% DITCH MATTING SEWER !/ARIES 2' C)FF EDGE OF ROAD DITCH MATTING 2' OFF EDGE OF ROAD
TOTAL POUNDS PER ACRE: 75-300 LBS./ACRE _ WITHIN 5' EACH SIDE ELECTRICAL,
MAINTAIN 3' of COVER MAINTAIN 3' OF COVER
VELECTRICAL, TELEPHONE, AND 4--_
I Penntown` reeping i r, OF CENTERLINE
€ Festuca rubra 'Pennlawri Red 1-esue _ _ 300% OVERSEER TELEPHONE, AND CABLE IN OPPOSITE -g" D.I.P. SANITARY
CABLE IN OPPOSITE SHOULDER OF WATER SEWER VARIES
TOTAL POUNDS PER ACRE: 100-200 LBS./ACRE, OR 3-5 LBS./1,000 SF SHOULDER OF WATER WITHINWER 5' EACH SIDE
NOTES FOR CANOE CLUB SEED MIX 2 - GRASS LINED CHANNELS: OF CENTERLINE
1 • SEED MIX 2 TO BE APPLIED TO ALL "STORMWATER MANAGEMENT GRASS -LIKED CHANNELS".
2, ALL SEED (EXCEPT RED FESCUE} AVAkLABLE FROM PENfv;NGTON SEED INC- SEED PRODUCTION - 1280 A''•-'LANTA HWY, MADISON, GA- 30650. 800-286-6100 �
!FAX [phone]).
3. FESTUCA RUBRA 'PENNL AWN' (RED FESCUE) AVAILABLE FROM ERNST CONSERVATION SEEDS, LLP- 9006 MERCER PIKE, MEADEVILf_E. PA. 16335- 800-873-3321 1
(FAX [phone]), 3 18' GRAVEL ROAD SECTION . 4 14` GRAVEL DRIVE SECTION
4- IF i+Alx €5 INSTALLED iN W€N"ER, Sl18ST[ TL'•TE RYE GRA€N FOR THE BROWNTOP MILLET.
5- SPECIES IN SEED MIX MAY BE ADJUSTED PER LANDSCAPE ARCHITECT'S AND/OR MANUFACTURER'S RECO.,MENDAT€DN 1F ON-SITE CONDITIONS AFTER GRADING INDICATE D� N.T.S.
SEED Vd€':_s_ BE :NSTAL.LED iN AREAS OF PARiTAL TO DEEP SHADE. N•T•S
6. FOR ALL GRASS ---LINED' CHANNELS, INSTALL #NORTH AMERICAN GREEN EROSION CONTROL MA1 C350 (SEE DETAIL 8, SHEET D1), t
EROSION NOTES
1. CANOE CLUB TOTAL DISTURBED AREA = 14-75 ACRES-
2- INSTALL EERCSiON CONTROL MEASURES AS A M=INIMUM, IN
CONFORMANCE WITH "NCDFNR EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
3. ALL PIPES SHALL HAVE RIP RAP PLUNGE POOLS.
4- ALL EARTHENMATERIALC R MAkN K S TE. ; 0 TRUCKING
.L E E 0 E O
MATE:`R'AL OFFSITE_
5. ADDITIO;IAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN AREAS OF INACCURATE ;OPO OR WH RE REQUESTED BY T .E
NCDE� R INSPECTOR. ENGINEER, OR OWNER-
6- STABILI=ZE ALL EXISTING UNCOVERED AREAS THA' WILL NOT
BE IMPACTED BY NEW GRADING ACTIVITIES -
7. CHECK SEDIMENT/EROS€ON CONTROL DEVICES AFTER EACH
STORM EVENT. MAINTAIN OR REPLACE EACH DEVCCE IF SEDiME'ST i
ACCUMULA TION HAS REACHED ONE HALF TIME• CAPACITY OF THE i A
DEVICE. j
8. ROLLED EROSION CONTROL FABRIC IS REQUIP,ED ON ALL I
SLOPES COMPLETED BETWEEN OCTOBER 15TH AND MARCH 15TH- i
MAINTENANCE NOTES
1. ALL EROSION AND SEDIMIEN T CONTROL PRACTICES
WILL BE CHECKED FOR STABIL.`:TY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RA€NFALL,
BUT ?N NO CASE LESS THAN ONCE EVERY WEEK -
AN', NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED -
2. SEDIMENT WILL BE REMOVED FROM SEDIMENT
TRAPS WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE
CLEANED OR REPLACED 'del IEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
3. ALL SEEDED AREAS WILL BE FERTILIZED,
RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFiCAT€ONS IN THE VEGETATIVE PLAN TO
MA€N =A€N A VIGOROUS, DENSE VEGETATIVE COVER.
FLARED END
OR E NDWALL
PLAN
DIA. +12"
G
E H I
L -CLASS RIP RAP
6 ' GRAVEL ON FILTER FABRIC
SECT€ON A --A
m D50 = 12"
MAX DIA. = 18"
THICKNESS = 27"
!pip
ISIZF A 8
C
D
L'
Y
G
H
WT- RIPRA I
TG'N5 ]
115" i 10' j 7'
1 1/ 2`
1'
1'
4 1/2'1
1 /2'
3'
6
182; 1 8'
2'
1'
Ci a)
5'
2'
4'
8
121 " 1 5' ( 9'
j2 1/2'
1 1 2'
- ''
7'
2 J2'
a 1,/2
12
24 s 7' 10
i2 s /2'
1 1 / 2'
1'
8'
2 1/2',
5 '•. /2
30" 120' 13
3'
2'
I 2'
9'
:5'
? 6'
22
36" 24' 16'
i 3 112'1
2'
1 2' ,g
1/2'F
1/2''
7'
33��
5 PLUNGE POOL
D2 N.T.S.
*ENSURE PLUNGE POOL
CONSISTS OF A
� �' 1 T F
� E_L GRADED � X LIRE 0
HARD, ANGULAR AND HIGHLY
WEATHER RESISTANT STONES.
G:j_2007\6007047\CadjCbnstructian Documents,Civil�Stormwater Management Resubmittal Set\D1.0-Details Stormwater Resubmittal.dwg,171.2, 12/23/2608 4:19:55 pal, shomewood, LandDesign, Inc.,LandDesign, Inc.
1. INSTALLATION OF HDPE PIPE SHALL BE IN ACCORDANCE
WITH THE REQU€REME€1TS OF ASTM ❑ 2321-00 AND T; -1E
MANUFACTURER'S RECOMP,/iENDATIO;vS. WHERE T HE
MANUFACTURER'S RECOMMENDATIONS DIFFER FROM THE
NOTED ASTM STANDARD, THE MORE EXACTING SPECIFICATION
SHALL APPLY.
2, SOILS AND AGGREGATES FOR FOUNDATION, EMBEDMENT
AND BACKFILL SHALL BE CLASS 0, fl, OR III AS DEFINED IN
ASTM D 2321- OWNER SHALL BE RESPONSIBLE FOR, AT THE
EXPENSE OF THE OWNER, FOR SERVICES OF A
GEOTECHNICAL. ENGINEER AND TE -STING LABORATORY TO
OBTAIN RECOMMENDATIONS AND COMPACTION RESULTS FOR
THE SPECIFIC CONDITIONS OF THE INSTALLATION. OWNER
SHALL_ PROVIDE COPIES OF ALL RECOMMENDATIONS AND
TES1-,NG REPORTS TO T11E CONTRACTOR AND THE ENGINEER -
3. TRENCH EXCAVATION SHALL BE IN ACCORDANCF WITH
ASTM D 2321 - ITEM 6. REMOVAL. CIL= SHEETING OR OTHER
TRENCH WALL SUPPORTS BELOW THE PIPE ZONE WILL NOT
BE ACCT'rPTABLE,
4. TRENCH FOUNDATION SHALL BE AS REQUIRED BY ASTM D
2321 AND Ti'='.E RECOMMENDATIONS OF THE GEOTECHNICAL
ENGINEER.
5. PI ACING AND COMPACTING PIPE EMBEDMENT SHALL BE
ACHIEVED WITH SMALL, HAND-HELD OR WALK -BEHIND
'COMPACTORS AS REQUIRED BY A T SM D2321.
6. MINIMUM EMBEDMENT DENSITIES SHALL BE ESTABLISHED
By THE GEOTECHNICAL ENGINEER BASED ON EVALUATION OF
THE SPECIFIC. PROJECT CONDITIONS.
7, THE GEO T FCHN?CAL ENGINEER RETAINED' BY THE. OWNER
SHALL EVALUATE THE DEPTH OF' COVER PROVIDED ON THF
PLANS TO DETERMINE THAT 11- iS SUITABLE FOR THE
SPECIFIC PROJECT CONDITIONS. OWNER SHALL PROVIDE
COPIES OF THIS EVALUATION TO THE CONTRACTOR AND THE
ENGINEER PRIOR TO INSTALLATION -
8. CONTRACTOR SHALL. PROVIDE 30 DAY POST- INSTALLATION
DEFLECTION TESTING FOR ALL HDPE INSTALLA T IONS. USE. OF
A 9 POINT MANDREL OR OTHER APPROVED METHOD; SHA=_L
FIND NO DEFLECTIONS GREATER THAN TI -FOSE SHOWN BELOW
OR AS OTHERWISE REQUIRED BY TH;E GEOTE_CHNiCAL
ENGINEER:
1 Nominal
Tlercent
I Pipe Sizes
[Deflection Allowed
Up t0 and inctud€n9
o
12---i:nch
5.0
FQVe!' 32-kf" ch to and includlnq
0
130 -inch
4-0
Over 30 -inch to and =ncli- d'€na
3.0
50 ---inch
f� HDPE PIPE NOTES
D2 N.T.S.
2' MN-
i
FLOW _ T
MIN. ���
_.., ..
6' TYP
COMPACTED EC SOIL
NOTES:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH,
STUMPS, AND OTHER OBJECT€ONABLE MATERIAL -
2. INSURr 1HAT THE MIN. CONSTRUCTED CROSS SECTION
MEETS ALL DESIGN REQUIREMENTS -
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT
ANY POINT THAN THE DESIGN ELEVATION PLUS THE
SPECIFIED SETTLEMENT-
4 -
ET LEMENT_4- PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO
PIERM.II1� MACHINE REGRADING AND 'CLEANOUT_
5- VEGETATE THE RIDGE IMMEDIATELY AF"TE R
CONSTRUCTION,
6- INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND
AFTER EVERY RAINFALL- IMMEDIATELY REMOVE SED?VENT
FROM THE FLOW AREA AND REP -AIR 1HE DIVERSION DITCH,
7- ALL TEMPORARY DIVERSION DITCHES SHALL HAVE
STABILIZED OUTLETS.
8- DIVERSIONS LOCATED WITHIN THE PROPOSED ROA❑V,,rAY
SHALL BE MAINTAINED DAILY UNTIL THE AREA IS STABILIZED -
7 )TEMPOMRY DIVERSION DITCH
M N.T.S.
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