20130030 Ver 1_More Info Received_20130208

❑ � ❑ Kimley -Horn
and Associates, Inc,
Transmittal
13 - 0D3.0
P O. Box 33068
Raleigh North Carolina
27636 -3068
TEL [phone]
FAX [phone]
Date: 02 -08 -2013 Job Number: 012329037
Project Name: Bass Lake Outfall Greenway
To: Karen Higgins
NCDWQ — WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604
(919) 807 -6381
We are sending these by
❑ U.S. Mail
❑ Other
We are sending you
® Attached
❑ Shop drawings
❑ Other
❑ FedEx
® Hand Delivery
❑ Under separate cover via the following items
❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
Coniev Date N2 Decrrintinn
1
02 -07 -13
Bass Lake Outfall Greenway
Request for Additional Information Submittal Package
1
02 -07 -13
CD -R containing PDFs of Full -size Plan Sheets
1
02 -07 -13
Selected full -size plan sheets
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ® Submit ❑ Copies for distribution
❑ For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks: If you have any questions or concerns, please contact me by phone at (919) 677 -2121 or by
email at chad.evenhouse @kimley- horn.com
Copy to: File Signed: A ®�00,
Chad Evenhouse, PWS

13 -Doao
Kimley -Horn
It• and Associates, Inc.
February 8, 2013
Ms. Karen Higgins
NC DWQ, WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: Request for Additional Information
Bass Lake Outfall Greenway, Town of Holly Springs
Wake County, North Carolina
Dear Ms. Higgins:
On behalf of The Town of Holly Springs, Kimley -Horn and Associates, Inc.
(KHA) is submitting the enclosed additional information for the above referenced
project per your request on February 1, 2013. Per the conversation between Jason
Hartshorn of KHA and Annette Lucas of NCDWQ on February 7, 2013, enclosed
are the full -size plan sheets showing all stormwater conveyances and outlets that
will be constructed as part of the proposed Bass Lake Outfall Greenway. All
stormwater conveyances will discharge into existing swales. The rest of the
greenway project has been designed so that diffuse flow will be maintained
through protected riparian buffers and stormwater will be allowed to sheet flow
off the greenway trail. No other stormwater will be collected or concentrated by
the proposed project.
The following information has been included with this submittal:
• Full -size plan sheets showing conveyance structures and outlets
• Drainage Area Map showing all conveyances and their location in existing
topographic swales
• CD -R containing PDF versions of the above referenced attachments
■
TEL [phone]
FAX [phone]
■
P.O. Box 33068
Raleigh, North Carolina
27636,3068

Addressee, Company
Date
If there is any additional information you need to assist in the processing of this
Preliminary Jurisdictional Determination, please do not hesitate to contact me at
(919) 677 -2121.
Very truly yours,
KIMLEY -HORN AND ASSOCIATES, INC.
Z� ler�
Chad Evenhouse, PWS
Attachments
Cc: Len Bradley, Town of Holly Springs
Elizabeth Lynch, Kimley -Horn and Associates, Inc.

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PAVEMENT SCHEDULE
PROP. APPROX. 2° ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
Cl AT AN AVERAGE RATE OF 224 LBS. PER SO. YD.
PROP. APPROX. T ASPHALT CONCRETE INTERMEDIATE COURSE.
DI TYPE II9.OB, AT AN AVERAGE RATE OF 342 LBS. PER SO. YD.
PROP. APPROX. 4- ASPHALT CONCRETE BASE COURSE, TYPE B25.OB,
El AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
EXISTING
GROUND
EXISTING
GROUND
BID ALTERNATE
02 02 02 Og EXISTING 02 _ 02 02 Og EXISTING
J/ PROPOSED 6" AGGREGATE BASE COURSE 1 GROUND GROUND
T I PROPOSED COMPACTED EARTH MATERIAL
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Natural `31 Slope
Ground 3•j D
d
Min. D = 1 Ft.
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FROM STA. 13 + 50 TO STA. 15 + 75 -L- (RT)
I3' MIN
6' MA
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5' MAX
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FALSE SUMP
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NOTE: FALSE SUMP CONSTRUCTION IS CONSIDERED
INCIDENTAL TO COMPREHENSIVE GRADING
SIGNING AND PAVEMENT MARKING NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND /OR SYMBOLS IN CONFLICT
WITH PROPOSED.
4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS SIGNS FOR TOWN OF
HOLLY SPRINGS TO USE AT THEIR DISCRETION.
6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
DIRECTED BY TOWN.
NATURAL
GROUND
D ETAI L 3
TOE PROTECTION
( Not to Scale)
d = 1 Ft.
b = 2 Ft.
Type of Liner= PSRM
vv0\
�117�<VAI_
l�
FILL
SLOPE
FROM
STA.
Jcc
/VU/ c 0 bliAUL
THIS
i u
LINT
17 + 50
���
��,
T9%s 679E
NOTES:
21 +50
TO
� TYP I CAS
7 ECTI O N
-L-
(L
� TYP I O� 7 ECTI O N
1. SEE PLANS
FOR SPECIFIC MULTI —USE PATH LOCATIONS.
TO
STA.
26 + 00
-L-
L
FROM
STA.
2. PAVEMENT
EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
L
STA ID-67°68
20 STA 27 -62050
L
L
STA
IO -67°68 50 SOD 27 -62050
3. SEE PLAN
SHEETS FOR MULTI —USE PATH SUPERELEVATION
L
S55 27 -9026
TO S50 61-500
FROM
L
STA
57 -99025 50 SOD 61-500
TRANSITIONS.
(2% MAX SUPERELEVATION)
L
S55 0/ -80055
TO SOD 64 -17.00
STA.
L
STA
6/ -56088 50 SOD 64 -17.00
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
L
STA 64 -52055
50 SOD 50 -6000
SOD
64 -52°55 20 S55 500000
5. UNDERCUT
EXCAVATION TO MIN. 3" DEPTH FROM BOTTOM OF
SUBGRADE AT
LOCATIONS AND AS DIRECTED BY ENGINEER.
REPLACE WITH
SUITABLE SOIL. INSTALL GEOTEXTIL FABRIC ALONG
ENTIRE WIDTH
OF ABC/119.013.
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Natural `31 Slope
Ground 3•j D
d
Min. D = 1 Ft.
Type of Liner= PSRM Max. d = 1 Ft.
FROM STA. 13 + 50 TO STA. 15 + 75 -L- (RT)
I3' MIN
6' MA
� 4' MIN
5' MAX
MULTI-USE PATH
DETAIL - SIGN PLACEMENT
Outside Ditch
Traffic Flow
�s-
S= Ditch Slope
DETAIL 2
FALSE SUMP
( Not to Scale)
LO
O
�2.0'�
,��.1 20:1
GI
etc.
(� Proposed Ditch
STA. 15 + 95 -L- (RT)
NOTE: FALSE SUMP CONSTRUCTION IS CONSIDERED
INCIDENTAL TO COMPREHENSIVE GRADING
SIGNING AND PAVEMENT MARKING NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND /OR SYMBOLS IN CONFLICT
WITH PROPOSED.
4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS SIGNS FOR TOWN OF
HOLLY SPRINGS TO USE AT THEIR DISCRETION.
6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
DIRECTED BY TOWN.
NATURAL
GROUND
D ETAI L 3
TOE PROTECTION
( Not to Scale)
d = 1 Ft.
b = 2 Ft.
Type of Liner= PSRM
vv0\
�117�<VAI_
l�
FILL
SLOPE
FROM
STA.
16 + 00
TO
STA.
17 + 50
-L-
(R�
FROM
STA.
21 +50
TO
STA.
23 +24
-L-
(L
FROM
STA.
24 + 67
TO
STA.
26 + 00
-L-
L
FROM
STA.
36 + 50
TO
STA.
37+64
-L-
L
FROM
STA.
54 + 00
TO
STA.
55 + 40
-L-
L
ILTJ
FROM
STA.
57+50
TO
STA.
59 +32
-L-
FROM
STA.
59 +38
TO
STA.
61+50
-L-
(LT)
DETAIL 4
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural Fill
Ground ?• j 3•'` Slope
Id D
B
Min. D = 1 Ft.
Max. d = 1 Ft.
Type of Liner= PSRM B = 2 Ft.
FROM STA. 50 + 00 TO STA. 52 + 00 -L- (LT)
DETAIL 5
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground ?• j D 3A Ground
d
B Min. D = 1 Ft.
Max. d = 1 Ft.
*When B is < 6.0' B = 2 Ft.
Type of Liner= PSRM
FROM STA. 52 + 00 TO STA. 53 + 00 -L- (LT)
CARD! / PRO�ECTo
PREPARED IN THE OFFICE OFo �1,111 fF►
Kimley-Horn ss 0
::���
TYPICAL SECTIONS & _ SEAL BASS LAKE OUTFACE GREENWAY
REV. Nose REVISIONe DATE° DRAWN BYe CHECKED BYe CO N ST R U CT I 0 N DETAILS = 037444
This document, together with the concepts and designs presented herein, as an instrument of service, is n A I ` I n otol. F
intended only for the specific purpose and client for which it was prepared. Reuse of and improper a ssoc a es, C *!, .••NG �t�� ;• ���
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inca 3 _ R/ nH _ mile'•. �N. �'��
shall Copybr ghtSlauey iHOrn d da Associates, and
LCAS2OCIateS, Inca PHONE- r� �` ���_�ooOE GH9 NORTH FAX. �5�1 ���� O�oO68 ,,0--4 111���,,, JOB NUMBER: SHEET NUMBER:
A/ 1J ) 0 2329037 CD -2

0-14"
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0 1 ki 61 1 vil 4 w 0s 1�&llmm I I $owns 1�m
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I I
SPECIAL LATERAL V DI[CH —J
tEDS
SEE DETAIL I XD-2)
ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES
EST 75 SY PSRM
INSTALL SILT FENCE—/
(TYP) INSTALL ROCK CHECK DAMS AS NEEDED:-
DURING CLEARING/ GRUBBING AND
-1 d e s 7, S �e 7
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GRADING OPERATIONS. INSTALL
WATTLES AS SHOWN ON PLANS AS INSTALL RC FLUME
IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CONSULTANT SO THAT
FINAL EROSION CONTROL MEASURES STANDARD HS324
Associates,
SEE DETAIL SHEET CO-4
W1 CLASS B RIP RAP
OUTLET PROTECTION
WITH THE REGULATIONS SET FORTH BY THE
EST 2 SY
00
I A 010 r, a M n m pliwd 6- W; g an wi a
CD __D
FAIR HILL SUBDIVISION
I
(n CIL
BM 1998\PG 1484
0
BM 1999\ PG 993-994
a-- 0
10.
0(o
LENGTH.
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NATURAL RESOURCES DIVISION OF WATER QUALITY
fl.
�o
L
GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6-INCH DEPTI
GENERAL NOTE
Cl
X
I.A PRE-CONSTRUCTION MEETING WITH THE TOWN CONSTRUCTION
N1 F
INSPECTOR AND ENVIRONMENTAL ENGINEER (TELEPHONE 919-557-J938)
WILL BE REQUIRED PRIOR TO BEGINNING CONSTRUCTION. A FIELD MEETING
IS ALSO REQUIRED WITH TOWN INSPECTOR PRIOR TO ANY STREAM OR WETLAND
CROSSING.
2.ALL WETLAND IMPACTS TO BE STAKED AND VERIFIED BY ENGINEER PRIOR
TO CONSTRUCTION.
NPDES GENEIML STORMWATER PERMIT
SOIL STABILIZATION Momp --- PAN 01 9Z NUMM 1041 W900 001 IN ANKS �_M
WINNO
ENTRANCES MUST BE REPAIRED AT THE CONTRACTORS EXPENSE.
I
Zza-w
am
LEGEND
(APPLIES TO ALL SHEETS)
LA I
FAT'
6. ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NOT BY
1121111'' !;t4i�Tc"'T4Y PER.?$_4104" I
R��v.Nlo.�
RFV:S101N.-
7.
ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES
USED ON SITE MUST BE TREE -SAFE AND NOT EASILY TRANSPORTED BY WATER.
-1 d e s 7, S �e 7
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8.
IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CONSULTANT SO THAT
and
Associates,
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
APPROPRIATE TREATMENTS CAN BE APPLIED.
WITH THE REGULATIONS SET FORTH BY THE
9.
ANY GRADING.CONSTRUCTIONDEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE
I A 010 r, a M n m pliwd 6- W; g an wi a
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3,2011
tl­�s clo(_lum nt 7--JC)1-� C:-]O)t7 7
e -1c),it �,vr`teri c�_� o r- Assoc7ctes_ Inc.
CONSULTING ARBORIST.
7 DAYS FOR SLOPES GREATER THAN 50'IN
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
10.
ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.
LENGTH.
&: b e ',%7th('�U-
NATURAL RESOURCES DIVISION OF WATER QUALITY
fl.
IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6 INCHES OF MULCH OR
GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6-INCH DEPTI
R��v.Nlo.�
RFV:S101N.-
I � : : I
_HFC,,�D
-1 d e s 7, S �e 7
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and
Associates,
Inc
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reI7
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F F: F)J E­ : -1
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(SEE DETAIL SHEETS)
TREE PROTECTION FENCE
(SEE DET41L SkEETS)
SPECIAL STILLING BASIN
(11CDOT STD 1630.06)
STORY DRAIN INLET PROTECTION
(SEE DETAIL SHEETS)
SPECIAL SEDIMENT CONTROL
FENCE (SEE DETAIL SHEETS)
EXISTING CONTOUR
PROPOSED CONTOUR
C F
.......... a .............. 0 ............ 0
110
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!4KYR
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BASS LAKE OUTFALL GREENWAY

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PROPOSED BRIDGE CONSTRUCTION PHASING:
STEP h CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY CLEARING AND
11N� I ALL r1r-li'll- UKLr u
SIL T FENCE (TYP)
13-mouff lin"Iffolmmumm
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INSTALL REINFORCED P -IN* 'D, -0-6, 5- 8'-' 5-7 -, -4 5� 9' 6
CONCRETE ENDWALL
Aif'f)nT CTf) 0 TP f)l
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BASS LAKE OUTFALL GREENWAY
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PROPOSED BRIDGE CONSTRUCTION PHASING:
STEP h CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY CLEARING AND
NCDOT STD. 838.01 TIE TO EXISTING
SWALE
R �� v. N o.
R F \/: S 10 N.-
GRUBBING IS PERFORMED.
STEP
2:
CONTRACTOR SHALL INSTALL TEMPORARY STREAM CROSSINGS USING DETAIL ON SHEET EC-13.
.�res,­-e_
-IS C.; -is-r�
i r
_�e o f s e 7s
STEP
3:
ONCE STREAM CROSSINGS ARE INSTALLEDTHE CONTRACTOR SHALL BEGIN CLEARING.
I ',vcls ---epai—I'll- F e �. ��s,,
nd -Drope�-
relF­ t 1­1
STEP
4:
ONCE CLEARING IS COMPLETE FROM STATION 80-�65 TO STATION 64-1-17, CONTRACTOR CAN INSTALL
c-C. Assoc7ctes- Inc.
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GREENWAY,INCLUDING BUT NOT LIMITED TO STORY DRAINAGE SUB-GRADE AND FINAL ASPHALT.
I I
t I nc_
AT THE STREAM CROSSING LOCATED AT STATION 64+17 TO STATION 64+52.88,THE CONTRACTOR
SHALL PAVE IN ACCORDANCE WITH BRIDGE CROSSING DETAIL ON SHEET CD-5.
STEP
5:
UPON COMPLETION OF STEP 4,THE CONTRACTOR SHALL NOTIFY THE TOWN OF HOLLY SPRINGS
THAT THE BRIDGE SITE IS READY FOR BRIDGE INSTALLATION. CONTRACTOR SHALL WORK WITH THE
TOWN OF HOLLY SPRINGSFOR REMOVAL OF TEMPORARY STREAM CROSSING, PLACEMENT OF
COMPACTED BACKFILL,RIP RAP.CONCRETE APRONS AND ASPHALT SURFACE ON BRIDGE.
STEP
6:
UPON COMPLETION OF STEP 4,THE CONTRACTOR CAN INSTALL GREENWAY,INCLUDING BUT NOT
LIMITED TO STORY DRAINAGE SUB-GRADE AND FINAL ASPHALT FROM STATION 64+17 TO STATION
61 -N5/. AT THE STREAM CROSSING LOCATED AT STATION 61 *51 TO STATION 61 -i,86.88, THE
CONTRACTOR SHALL PAVE IN ACCORDANCE WITH BRIDGE CROSSING DETAIL ON SHEET CD-5.
STEP
7.
UPON COMPLETION OF STEP 6,THE CONTRACTOR SHALL NOTIFY THE TOWN OF HOLLY SPRINGS
THAT THE BRIDGE SITE IS READY FOR BRIDGE INSTALLATION. CONTRACTOR SHALL WORK WITH THE
co
TOWN OF HOLLY SPRINGS FOR REMOVAL OF TEMPORARY STREAM CROSSING, PLACEMENT OF
COMPACTED BACKFILL,RIP RAP,CONCRETE APRONS AND ASPHALT SURFACE ON BRIDGE.
STEP
8:
UPON COMPLETION OF STEP 6,THE CONTRACTOR CAN INSTALL GREENWAY,INCLUDING BUT NOT
LIMITED TO STORY DRAINAGE SUB-GRADE AND FINAL ASPHALT FROM STATION 61+51TO STATION
37 +99.38. AT THE STREAM CROSSING LOCATED AT STATION 37 +63.50 TO STATION 37 +99.38, THE
CONTRACTOR SHALL PAVE IN ACCORDANCE WITH BRIDGE CROSSING DETAIL ON SHEET CD-5.
STEP
9:
UPON COMPLETION OF STEP 8,THE CONTRACTOR SHALL NOTIFY THE TOWN OF HOLLY SPRINGS
THAT THE BRIDGE SITE IS READY FOR BRIDGE INSTALLATION. CONTRACTOR SHALL WORK WITH
TOWN OF HOLLY SPRINGS FOR REMOVAL OF TEMPORARY STREAM CROSSING, PLACEMENT OF
COMPACTED BACKFILL,RIP RAP,CONCRETE APRONS AND ASPHALT SURFACE ON BRIDGE.
ale
STEP
/0:
UPON COMPLETION OF STEP 8,THE CONTRACTOR CAN INSTALL GREENWAY,INCLUDING BUT OT
N\F
LIMITED TO STORM DRAINAGE SUB-GRADE AND FINAL ASPHALT FROM STATION 37+63. TO STATION
10+12.79.
KAREN ADAMS FOX
STEP
THE CONTRACTOR SHALL WORK WITH THE TOWN OF HOLLY SPRINGS TO INSTALL CO RETE
AND
APPROACH SLABS IN A TIMELY MANNER ONCE EACH BRIDGE HAS BEEN COMPLETE .
SUSAN ADAMS BOWDEN
DB 6463\PG T99
PIN* 0658-66-3250
NCDOT STD. 838.01 TIE TO EXISTING
SWALE
R �� v. N o.
R F \/: S 10 N.-
1) R N R'Y
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HA;KtILL = tAfYlH MAIUVAL
SURFACE STONE = COARSE AGGREGATE
BANK STABILIZATION = CLASS
SEE DETAIL IN PLANS
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