20140207 Ver 1_More Info Received_20140818

Mitchell Environmental, PA ,
PO Box 341 ..,
Fuquay -Wa Ina, NC 27526
Mitchell Environmental, P.A.
Transmittal
Date: Phone Number:
August 15, 2014 919- 791 -4251
To:
Ms. Cherri Smith
NC DENR / DWR / Wetlands, Buffers, Stormwater - Compliance Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Transmitted By:
nHand Delivery ®Standard Mail OFedEX
From:
Scott Mitchell
❑Other
Re:
Brookside Subdivision — Additional Info — Fu ua - Varina (Wake County)
Attachments:
Copies
Date
Description
4
07 -18 -2014
Stormwater management and diffuse flow plans
DEMAND DUALITY
STORMWATER PERMITTING
Comments:
Ms. Smith,
Please accept the attached proposed stormwater management and diffuse flow plans for
Brookside Subdivision in Fuquay- Varina. Please don't hesitate to call or e-mail me with
any questions or concerns, or if you need additional information. Thanks in advance for
your time.
Scott Mitchell
PO Box 341 Fuquay- Varina, North Carolina 27526
Office: 919 -557 -4682 Fax: [phone]

Mitchell Environmental, P.A.
August 15, 2014
Ms. Cherri Smith
NC DENR- Division of Water Resources
Wetlands, Buffers, Stormwater - Compliance and Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Re: Brookside Subdivision — Response to Additional Information Request
Fuquay - Varina, North Carolina (Wake County)
pwQ -t: W - ©Z 07
Ms. Smith:
Please find attached four copies of the proposed stormwater management and diffuse flow plans
for Brookside Subdivision in Fuquay - Varina. These plans are provided in response to your
request for additional information dated April 2, 2014. These plans have been submitted to the
Town of Fuquay- Varina for detailed review and approval.
Thank you in advance for your time spent reviewing this additional information. Do not hesitate
to call me if you have any questions or concerns, or if you need any additional information.
Sincerely,
Scott Mitchell, PE, LSS
R E C E I MEE ®
AUG 18 20%
DENR -LAND QUALITY
STORMWATER PERMITTING
PO Box 341 Fuquay- Varina, North Carolina 27526
Office: 919 - 557 -4682 Fax: 919 - 557 -4683

Pat McCrory
Governor
A
W6EVAR
North Carolina Department of Environment and Natural Resources
April 2, 2014
certified Mail RECEIVED APR -
Return Receipt Requested
7012 0470 00013843' 1614
Judd Parkway Village 'LLC
Attn: Jon T. Vincent, Manager
1015 Ashes Drive, Ste. 202
Wilmington, NC 28405
Subject: REQUEST FOR ADDITIONAL INFORMATION
Brookside Subdivision
Dear Mr. Vincent:
(4q qAO
John E. Skvarla, III
Secretary
DWR #14 -0207
Wake County
1 -
7 1014
On March 3, 2014, the Division of Water Resources (Division) received your application dated
February 25, 2014, requesting a 401 Water Quality Certification and Buffer Authorization from the
Division for your project. The Division has put the application on hold in order to provide more
time for submission of the storflTwater management and diffuse flow plans. ' I
Please respond in writing within 60 calendar days of receipt of this letter by sending four copies of
the above requested information to the Wetlands, Buffers, Stormwater — Compliance and
Permitting (Webscape) Unit, 1650 Mail Service Center, Raleigh, NC 27699 -1650.
Please be aware that you have no authorization under the Water Quality Certification Rules or
Neuse Riparian Buffer Rules for this activity.
Please contact Cherri Smith at 919 - 791 -4251 or cherri.smith @ncdenr.gov if you have any
questions or concerns.
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone] Customer Service
Internet: www.ncwaterquality.org Location; 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal OpportunitylAffirmative Action Employer —50% Recyded110% Post Consumer Paper
t Cazol urali

Brookside SD
DWR# 14 -0207
ON HOLD
Page 2 of 2
_ 1
Sincerely,
V Ca �� �l ✓ ,
Danny Smi h
Supervisor, Water Quality Regional Operations Section
cc: DWR RRO 401 files
U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, St. 105; Wake Forest, NC 27597
Scott Mitchell; Mitchell Environmental; P.O. Box 341; Fuquay- Varina, NC.27526

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4. STORM DRAINAGE PIPING SHALL BE CLASS Ill RCP UNLESS OTHERWISE NOTED. STORM
DRAINAGE WITH LESS THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV
RCP.
5. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON
THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES
WHEN INSTALLING STORM DRAINAGE TO AVOID CONFLICTS.
6. RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE.
RIM ELEVATION OF MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE
COVER. RIM ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER. EDGE OF
PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (CI) REFERS TO THE TOP OF SLAB,
ON.
7. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE
INDICATED.
8. NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE
PERMIT HAS BEEN ISSUED BY WAKE COUNTY.
9. THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS
OTHER THAN AS SHOWN ON PLANS. WETLAND AND BUFFER IMPACTS HAVE BEEN
PERMITTED THROUGH THE USACE AND NCDENR DIVISION OF WATER RESOURCES.
10. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE PER LOT IS 4,000 SF.
11. ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI
AL).
12. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH
EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
13. CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS.
14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CERTIFIED CALCULATIONS BY A CERTIFIED
NORTH CAROLINA P.E. WALL CONSTRUCTION. ALL COMPONENTS OF
THE WALL INCLUDING BUT NOT LIMITED TO BLOCK CONFIGURATION, TIE-BACKS,
FOUNDATIONS, DRAINAGE LAYER AND WEEP HOLES SHALL BE INCLUDED. THE RETAINING
WALL SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
SCALE: 1 IN = 50 FT
50' 25' 0 50' 100'
I I !I
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
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-
\ � 1 TW =89.00
t
TW =389.0 D
BW= 386.00 SS \ ss BW= 86 00 t \� .... _.._
j 2 -FT WIDE FOREBAY WEIR
BOTTOM ELEV= 384.50 /
TOP ELEV= 385.50
I LINE WEIR AND SIDE SLOPES
WITH CLASS "B" RIP -RAP
/ \ SL MAX �m
S ES
LdP
TW= 389.00'
BW= 386.0
s
,6
55 . TW= 389.00 \`
i
QO \ t ss \ ( \28 LF\ 18° i l ti
-= _ 4 w ... V 3:1 MAX RC ®} 1.25%
SLOPES
ss Ss ri F�0A ss
0\
10' VEGETATED > SHELF_ I �`�c9��y A j FES #20
RIP -RAP OUTLET PR T CTION
NCDOT CLASS "B° RAP '�, TOP ELEV= 385.00 •O I INV ;384.00
BOTTOM ELEV= 384.00 \ \
L =18', W1 9:.; W2 =1118 10:1 MAX SLOPE
iDl s t �t
Dmax "A
MAIN POOL BOTTOM•
ENSURE NO SEEPA'GJE ELEV =378
THROUGH WALL AT 011 )E
r RIP - RAP\t}l1TLET ORd- TECTION
PENETRATI QN zt
\ \ ' �
r NCDOT iC`LASS "Bo ,RIP -REjP
: j L -9' 1 =5', W2= ', cl=,f 8"
i4 J� I
: t
�
i D5>9 �a ,6"
J FOREBAY BOTTOM �` \
r ELEV =379 _ 3 00 \
_ \ \ .1 88.00
B = 386.00
� 1
i
z
f
ENSURE NOS AGE'
.._ j -3 00 %' H T E
IE 88.00 - LL A PIPE
THROUGH WA \
` i / PNETRATION'
> W =386
� 9
TW= 389.9.0
r
I BW= 386,:00
RISER /.
v l
��j'� � �
�� y' INV OUT�384.35 � �o" � � � �.F' ; " �.....•
i i ,,` ,3 Z
...,��F +✓8".:101 .� i
RIA� ---- 392.73 ACCESS TO ;..._ r TW= 389.00
r`
.,-
J.
INV IN =384 6'6 BERM BW= 386.00
�; ✓ r kj / r ­' llllllv� ,:INV OUT 384.66 - ._.... ;
...._
1
i
�._... -
- 389.00 /�/ -'
i,.
.3
t
' , `
, i�
P__ 4✓DOT 01410 aa ej "B" RIP
F,F �✓''' �5' WADE% EMERGENCY LINED SPILLWAY. MINIMUM'
/r> "
REFER TO NOTES ON "" D(� NOT ENCROACH _ �, / SPILLWAY DEPTHY8 . INSTALL' WITH'
FABRIC EN
oG
, C- 08_FO"- ETAINING -NV - '` WETLANDS OR BUFFER / EL i' 88.Oa FILTEf RIC B EATH
` WALL DESIGN -- "_ % i WITH EMBANKMENT _ _ EXTEND _fZlP -RAP DOWN \ Q� / l
w
_ 27 LF 36" _. _ SLOPE $LOPE..KEI INTO EXIS�NG �e } NV
R N' GROUND 18 /INCHES %
:RCP ®0.50 %.�- � �•• � � ��zr�..a
- -
;
SCALE: 1 IN = 20 FT
1 WET P ®ND #1 - PLAN VIEW 20' 10' 0 20' 40'
(� -09 SCALE: 1 " =20'
SCALE IN FEET
HORIZONTAL
100 YR WSE= 388.65
25 YR WSE= 387.92
10 YR WSE= 387.51
2 YR WSE= 386.29
10.1 1 YR WSE= 385.96 25'
ACCESS EMERGENCY SPILLWAY
TO BERM Ek STING -TEMPORARY POOL (BACKGROUND)
GROUND WSE= 386.00
FOREBAY BERM 10'
/ ELEV= 385.50 10' BERN't
VEG.
TD1= 389.00 FOREBAY WEIR SHELF
(BA;CKGROUND) ELEV= 384.50 RETAINING WALL
RETAINING WALL - - - - - - - - - - - - - - - - - TIE- BACKS. REFER
TIE - BACKS. REFER ELEV= 388.00 _ TO NOTES.
TO NOTES. .- .._.. ®.. -. _.. ®..- .. -.._ _. ®.. ®..�.._.._.. -. ®.._.. -..
4:1 SLOPE -
_
BEHIND WALL
RETAINING WALL _:.
DRAINAGE. REFER TO 1 PERMANENT POOL RETAINING WALL
NOTES. \ \/ WSE= 384.50 DRAINAGE. REFER TO
NOTES.
VEGETATED SHELF TO BE 6"
/ \\ 2 BELOW PERMANENT POOL N
\ 2 AND ABOVE PERMANENT
\\ POOL. 10:1 MAX SLOPE. 3
10 \ RETAINING WALL
SEDMENT STORAGE \\/ VEG. /; \ 3 MAIN POOL 1 �j /� \� FOUNDATION. REFER
T;Fl ELEV =380 / \�! SHELF '�� /\ 1 /j \ \ / /j' TO NOTES.
RETAINING WALL /// /// /// \ SEDIMENT STORAGE
FOUNDATION. REFER ELEV =3'79 / \ \j \\ TOP ELEV -379 /\
TO NOTES.
CLAY LINER.
REFER TO NOTES
2 WET POND #1 - PROFILE VIEW
C -09 SCALE`. 1 " =20'H / 1 " =10'V
SCALE: 1 IN = 20 FT
20' 10' 0 20' 40'
SCALE IN FEET
HORIZONTAL
VEGr_W'�%TEO SHELF TO BE 6
BELOW' PERMANENT POOL
AND ABOVE PERMANENT
POOL. 10:1 MAX SLOPE.
10
o_
II
W
J
Q
U
L
i0
SCALE IN FEET
VERTICAL
POND VOLUME SUMMARY
REQUIRED
PROVIDED
SURFACE AREA
13,983 SF
14,136 SF (AT PERM POOL)
TREATMENT VOL
23,372 CF
25,414 CF (AT 1.50' ABOVE
PERM POOL)
6 "0 ORIFICE
INV= 386.00
4" PVC PLUG
TEMPORARY POOL
- ELEV= 386.00
PERMANENT POOL
4' DIA.
RE�A
CONCRETE
MANHOLE
4 "x4" PVC TEE
INV= 384.50
g INV= 384.35 -
ANTI - VORTEX TRASH RACK.
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL.
ELEV= 387.50 EXISTING
GROUND
Elm E -� �' �C;
(/N p .
DRILL 2.5 "0
OPENING IN 4" PLUG / / \\ >a p \ \\ \\/ \ \/
ELEV= 383.50 \ \ / / \ \// \ /\ \ \ / / \ \ \ Xy
EAX N� E' \ /j ,j \ /j \ / / / \ \ //\ \ \ ° / \ ° /\ °/\
/ / \ \ /
/ / / / / \ ° / \ °
/ \\ / \\
4 RISER DETAIL
C -09 SCALE: N.T.S.
ANTI- VORTEX TRASH RACK.
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL.
EXISTING GROUND
4 -FT DIAMETER PRE -CAST
CONCRETE RISER. REFER
TO RISER DETAIL
TEMPORARY POOL INV= 386.00
ELEV =386.00_________
ELEV= 384.50
DRAW DOWN ORIFICE.
REFER TO RISER DETAIL
f�
BOTTOM ELEV =378
STANDARD
'"
EXTENDED BASE
COMPACTED
CLAY LINER. SUBGRADE. REFER TO
REFER TO NOTES NOTES
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR AND TOWN OF FUQUAY VARINA STANDARDS AND
SPECIFICATIONS.
2. CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL ENGINEER, AS
APPROPRIATE.
3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
4. MAXIMUM SLOPE OF BASIN IS 3:1
5. ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD
PROCTOR PER ASTM D -698.
6. CONTROLLED FILL AS SPECIFIED BY THE ENGINEER IN THE DAM EMBANKMENT SHALL BE PLACED IN 6 -INCH
LOOSE LAYERS (3 -INCH LOOSE LAYERS WITHIN 3 FEET OF EITHER SIDE OF THE PRINCIPLE SPILLWAY PIPE TO A
DEPTH OF 2 -FEEL- OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF
STANDARD PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT OR WITHIN 2 %t IN ACCORDANCE
WITH ASTM D698.
7. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR
TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEED 5% BY WEIGHT SHALL
NOT BE USED. STONES GREATER THAN 3 -INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR
TO COMPACTION.
8. FILL MATERIAL PLACED AT DENSITIES LOWER THAN MINIMUM SPECIFIED DENSITIES OR AT MOISTURE CONTENTS
OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE
REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
9. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT
SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LEVEL.
10. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE
PLACEMENT OF THE CONTROLLED FILL.
11. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OR COMPRESSIBLE AND /OR UNSUITABLE SOILS. ALL SUCH
UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE
MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE
FOUNDATION SOILS WITH CRUSHED STONE.
12. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATIONS, FOUNDATION DEWATERING, AND ROCK FOUNDATION
PREPARATION MAYBE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER.
13. FILL ADJACENT TO THE RISER AND PRINCIPLE SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME
LEVEL ON BOTH SIDES OF THE STRUCTURE.
14. EARTHWORK COMPACTION WITHIN 3 -FT OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND
TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF PROPELLED
ROLLERS.
15. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
16. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST -IN -PLACE STRUCTURES UNTIL ADEQUATE CURING
TIME HAS ELAPSED.
17. TO RE- ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2 TO 3 -INCH LAYER OF TOPSOIL SHALL BE PLACED ON
THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR HYDROSEEDED.
18. ALL RISER STRUCTURES, INCLUDING WEIR WALL. TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE.
BRICK /CONCRETE BLOCK AND MORTAR TYPE STRUCTURES WILL NOT BE ACCEPTED.
19. ALL RISER STRUCTURES SHALL BE LOCATED SLI'CH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT CAN BE
ACHIEVED.
20. RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS, AND EACH SECTION SHALL
BE BOLTED TO ADJACENT SECTIONS WITH STAINLESS STEEL STRAPS. STEEL STRAPS SHALL BE MINIMUM 4" WIDE,
1/4" THICK, STRAP CENTERED ON JOINT WITH ;MINIMUM 2 OVERLAP. ATTACH STRAP TO BARREL SECTIONS WITH
(2) 1/2" HEXBOLTS EMBEDDED IN STRUCTURE 3 INCHES. EPDXY BOLTS INTO STRUCTURE.
21. CLAY LINER SHALL BE A MINIMUM 8 INCHES THICK. CLAY LINER SHALL BE INSTALLED AT A DEPTH SUFFICIENT
ENOUGH SUCH THAT IT DOES NOT IMPEDED THE_ GROWTH OF VEGETATION OR CAN BE PENETRATED BY ROOTS OF
VEGETATION. CLAY LINER SHALL LIMIT INFILTRATION RATE TO 0.01 IN /HR. CLAY LINER SHALL BE INSTALLED UP
TO PERMANENT POOL ELEVATION THROUGHOUT POND.
22. REFER TO L -01 FOR VEGETATED SHELF PLANTINGS. ALL AREAS NOT PLANTED SHALL BE STABILIZED WITH GRASS.
23. RETAINING WALL: RETAINING WALL SHOWN IN SECTION IS A DIAGRAMMATICAL REPRESENTATION OF THE PROPOSED
RETAINING WALL. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING SIGNED /SEALED SHOP DRAWINGS OF THE
RETAINING WALL FOR APPROVAL PRIOR TO INSTALLATION. WALL FOUNDATION, TIE - BACKS, DRAINAGE BEHIND WALL,
AND ANY OTHER SUPPORT COMPONENT OF THE WALL SHOWN IN THE PROFILE IS NOT MEANT TO BE DIMENSIONED
OR MEASURED.
3' --
NOTES:
FLOW 1. CONTRACTOR SHALL INSTALL
FILTER DIAPHRAGM ON DAM
OUTLET PIPE.
2. COORDINATE WITH ENGINEER ON
APPROVED MATERIALS AND
INSTALLATION TECHNIQUES PRIOR
TO INSTALLATION.
**­2' MIN. FROM TOP OF DAM FINE SAND FILTER
GOVERNS IF 3 x DIA. IS NOT PER ASTM C33
AVAILABLE.
5 SAND DIAPHRAGM
c-09 SCALE:. N.T.S.
10' WIDE
BERM EMERGENCY SPILLWAY IN
BACKGROUND
® - - -- 31
'--18"
RL'1' WITH
0-RIND GASKETTED
JOINTS; (ASTM C443)
OUTLET PROTECTION.
REFER TO PLAN
5ANU UTAt'HRAGM 5'
REFER TO DETAIL
Lo
RETAINING WALL.
REFER TO NOTES
Q
MINIMIZE GAP IN LINER
PENETRATION n
3 WET POND #1 - PROFILE VIEW
C -09 SCALE: 1"=10'H / 1"=5'
NOT FOR CONSTRUCTION
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x fi n
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HDWL
�.
No Mll.
14+57\
STREET LIGHT
2E R
FIRE HYDRANT ASSEMBLY
SHEET C_ 1
SIGN
- /
GATE VALVE
TEE
L2
HEATHERLY LANE
►
THRUST BLOCKING
L3
WHEELCHAIR RAMP
• m
BLOW OFF VALVE
-
\ _
\ .' _.._ � 1✓ \ � � � f. r ray /,
STREE�j
GH
\ c qq �° B 'PVC
WATER, M \
j �, PT:4 +7' A �' h , / „/ / ; E \\ '�6' OFFSET 'CENTER)
{ VARIABLE. WIDTH 'RIGHT OF WAY^,
.... ._......._. ... ...._. .....____.,_.,_......_�.......r . ......................... ".._�7 :-�' LC,= lil �/ �% rte \ \
_._._..... i t
�,'iC
40�
,
i
- N -- . PT:2+ 19 PC:3 +37 405
l
I
\
r
\
L
\\ / ` r \ 1fy Z l
,
Z=
F s / � � �5. ,� ,. � �0 ,E
�q
\ \ .._..... •. - :.,•,.rs „ ,:� s/a a .:; \ `y\Y4` ;,/r ./. I ors SD id' n ..._...
M' ,
.302: -._
a _ . _. ,�.. � ":. ....
40
- ��
/ n
_ y
f.
/y,;! f 1
RC
r
L xQ �, 17 LF 15 3 -
x y CB CB Qt1
0
�ff�y/ , 107 LF 15
. RCP � 1.75% .., a_
406 RCP c. 1.75% 404
r rr \ i
,
t �
i r D ��
,
,
31 LF 118
RCP @ 4:00 %r /,�
PC ' RIP -RAP LINED BLIND SWALE.,
REFER 'TO -
: y» D 06 , OR DETAILS i
LF 24 RCP, , lIC STORM & BMP x
_..
EX. 18 ", RCP fix'° \. /� /w �;� ®2.00% /' S: ~
,
l � AC S EA EM��T
FES CONCRETE, ~® sJ
M..
/VEGETATED, ~
ATED 'FILTER
C� ,/
, LE1/EL SPREADER &
< T
� 300 / ER STRIP REFER
3�4 T0 D -06 FOR DETAILS. -
LEVEL SPREADER LIP
ELEV 39`4 25 °-
_
\ \ ? \� �:: � � � } , r __ ,_. `�. .. `. "' is ````• ...,.... `" . '. ``•'ti,- .. � � . � `- \ . � s
1 HEATHERLY LANE PLAN VIEW
STATION 0 +00 -6 +83
SCALE: 1 " =40'
415
410
405
400
395
390
385
415
410
405
400
395
390
NAME
STREET LIGHT
_
FIRE HYDRANT ASSEMBLY
�+
SIGN
►®
► i
GATE VALVE
TEE
L2
HEATHERLY LANE
►
THRUST BLOCKING
L3
WHEELCHAIR RAMP
• m
BLOW OFF VALVE
-
ROADWAY CENTER LINE
®
WATER METER
L5
RHODA LILLEY DRIVE
®co CLEANOUT
- -
LOT LINE
�
SANITARY MANHOLE
N10'50'00 "E
RIGHT OF WAY LINE
■
WET WELL
- - - - -- --
SETBACK LINE
MARLEY WAY
455.12'
S89'1 0'00"E
402
IM
FLARED END SECTION
-
EASEMENT LINE
(40101, , 15")
IN
CATCH BASIN
• • . • . • • • • • • •
LANDSCAPE BUFFER LINE
CB
HEATHERLY LANE
399.38
f
YARD INLET
t 11 RM
PHASE LINE
395.98
404
w
WATER LINE
400.32
VALLEY CURB & GUTTER
ss
SANITARY SEWER LINE
LLJw
STANDARD CURB & GUTTER
FM
FORCE MAIN LINE
405
CB
SPILL CURB & GUTTER
400.32
STORM DRAIN LINE
396.19
(404, 15 ")
406
415
410
405
400
395
390
NAME
ROADWAY
LENGTH
I DIRECTION
L1
HEATHERLY LANE
99.18'
NO'28'03 "E
L2
HEATHERLY LANE
117.96'
N34'44'22 "E
L3
HEATHERLY LANE
210.58'
NO'50'00 "E
L4
RHODA LILLEY DRIVE
181.96'
S89'10'00 "E
L5
RHODA LILLEY DRIVE
35.79'
S89' 10'00 "E
L6
RHODA LILLEY DRIVE
81.31'
N10'50'00 "E
L7
MARLEY WAY
355.41'
S89 °10'00 "E
L8
MARLEY WAY
455.12'
S89'1 0'00"E
NOTES:
1. ALL UTILITY WORK ,,UITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY °ARINA STANDARDS AND SPECIFICATIONS.
2. ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES.
3. CONTRACTOR SHALL, CONTACT TOWN OF FUQUAY - VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4. CONTRACTOR CANNOT TAP WATER MAINS WITH OUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR PUBLIC WATER SUPPLY.
5. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
6. WATER MAINS SHALL BE C900 PVC. ALL WATER SERVICES TO LOTS SHALL BE 1" TYPE "K"
SOFT COPPER.
7. SANITARY SEWER MAINS SHALL BE SDR -35 PVC OR CLASS 150 DIP AS NOTED. ALL SANITARY
SEWER SERVICES TO LOTS SHALL BE 4" SDR -35 PVC.
8. WHEN A NON GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON- GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
9. ALL NON- METALLIC :PIPING MUST BE INSTALLED WITH A TRACER WIRE AND WARNING TAPE PER
TOWN OF FUQUAY - FARINA STANDARDS.
10. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC 4JTILITIES.
11. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISITNG OR PROPOSED
SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT
LEAST 3 FEET.
12. THE FOLLOWING VERTICAL SEPARATION DISTANCES ARE REQUIRED BETWEEN SANITARY SEWER
LINES AND:
• WATER MAINS - 18 INCHES
• STORM SEVER - 24 INCHES
• RECLAIMED WATER MAINS - 18 INCHES
INLET#
TYPE
ROADWAY
RIM ELEV
(EOP)
INV IN
(FROM, SIZE)
INV OUT
(TO, SIZE)
400
FES
HEATHERLY LANE
394.52
393.00
(401, 15 ")
401.94
393.22
401
SDMH
HEATHERLY LANE
399.00
393'97
(402, 15 ")
(400, 15 ")
392.90
( r 18 ")
(r 8 ")
302
FES
HEATHERLY LANE
404.97
394.24
403.18
(301, 18 ")
402
CS
HEATHERLY LANE
399.38
(404, 15 ")
395.01
(40101, , 15")
(403, 15 ")
403
CB
HEATHERLY LANE
399.38
395.25
(402, 15 ")
395.98
404
CB
HEATHERLY LANE
400.32
(406, 15 ")
395.94
395.84
(402, 15 ")
LLJw
(405, 15 ")
405
CB
HEATHERLY LANE
400.32
396.19
(404, 15 ")
406
CB
HEATHERLY LANE
402.32
397.95
(407, 15 ")
397.85
(404, 15 ")
407
CB
HEATHERLY LANE
402.32
Q
398'19
(406, 15")
INLET#
TYPE
ROADWAY
RIM ELEV
(EOP)
INV IN
(FROM, SIZE)
INV OUT
(TO, SIZE)
300
FES
HEATHERLY LANE
403.07
400.74
(301, 24 ")
401.94
301
CB
HEATHERLY LANE
405.80
(302, 18 ")
401.94
401.84
(300, 24 ")
( r 18 ")
302
FES
HEATHERLY LANE
404.97
403.18
(301, 18 ")
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1. STREET TREES SHALL ALTERNATE BETWEEN RED MAPLE AND NUTTAL OAK ALONG THE STREET.
2. DO NOT PLACE STREET TREES WITHIN A PUBLIC STORM OR UTILITY EASEMENT.
3. ALL TREES SHALL BE MIN. 10' TALL AND 2.5" CALIPER AT TIME OF PLANTING,
4. LANDSCAPE BUFFER SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE PRELIMINARY
SUBDIVISION APPROVAL. SEE DETAIL THIS SHEET FOR REQUIREMENTS.
5. THERE ARE NO TREES PRESENT THAT MEET THE REQUIREMENTS OF A HERITAGE TREE BASED ON TOWN
OF FUQUAY- VARINA CODE.
6. LANDSCAPING SHOWN IN INTERIOR ISLAND AS A POSSIBLE CONFIGURATION. FINAL LANDSCAPING TO BE
DETERMINED BY DEVELOPER.
7. ADDITIONAL LANDSCAPING MAYBE PROVIDED BY DEVELOPER.
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1. WET POND PLANTINGS SHALL CONTAIN A MINIM F
UM 0 3 DIVERSE SPECIES OF SHALLOW WATER AND
SHALLOW LAND HERBACEOUS VEGETATION ON THE VEGETATED SHELF. MINIMUM 50 PLANTS PER 200
SF OF VEGETATED SHELF AREA. SEE TABLE THIS SHEET FOR LIST OF APPROVED PLANTS. WETLAND
SEED MIX IS NOT AN ACCEPTABLE SUBSTITUTE FOR PLANTINGS. WETLAND SEED MIX MAYBE USED
WITH IN POOL.
2. SHALLOW WATER PLANTS SHALL BE PLANTED WITHIN AREA OF VEGETATED SHELF EL SUBMERGED 6 INCH
IN THE PERMANENT POOL. SHALLOW LAND PLANTS SHALL BE PLANTED WITHIN AREA OF VEGETATED
SHELF UN- SUBMERGED IN THE PERMANENT POOL.
3. PLANTS SHALL BE OF AT LEAST 4. CUBIC INCH CONTAINER SIZE.
n
4. SPACING OF PLANTINGS SHALL RE 24 TO
36 ON CENTERS.
5. IF TREES AND SHRUBS ARE PLANTED FOR AESTHETICS PER OWNER'S REQUEST, THEY SHALL BE
OUTSIDE OF THE POND AND SELECTED TO MAXIMIZE SHADING. NO TREES SHALL BE PLANTED WITHIN
THE EMBANKMENT OF THE POND.
6. TOP OF BERMS AND SLOPES SURROUNDING POND SHALL BE SEEDED WITH CENTIPEDE GRASS.
7. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL
GREATER THAN 2 INCHES IN DIAMETER.
8. THE PH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IT MAY BE MODIFIED
WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO LOWER THE PH. THE LIME OR IRON
SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE.
9. TOPSOIL CAN BE NATIVE IF STOCKPILED ON -SITE
SOILS OR IMPORTED TO THE SITE FROM OTHER LOCATIONS.
PROVIDE SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP FACILITY.
- - - — — 1j � — _� - - - -�� �= — 27 v. ,t, \, v w
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/ � b U CO R CTION
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j - \ :/ F. »7
✓ ! / „ ,, %f,> ,.. , , . % \ ; r z.° a" , b° , b I i UNTIL SOD HAS BEEN
/ /rte i __ 2$ . \ / / NE
^�"- � �„ ... \ � € ESTABLISHED TOj PROVIDE
�i�i \ \ , f \. �_ � MULCHED AREA
f /ii
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- --__
_ - ✓tx6 .. ��' ".._ , _. / / , � ++ + + ++ + + ++ + fr - - PLANTINGS
_,_, ._..
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�ro
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,. „m .,l _ 5 VEGETATED FILTER STRIP
S N /
KEY
AR
O TY
19
.,... BOTANICAL': NAME /,
ACER RUBRUM
CO MhfON :NAME
_,., ,.. ....,.,., ._, .. <
RED MAPLE
C _,
ONTAINER
B &B
t i SIZE
2.5" CAL
HEiG HT:
10'
BN
18
BETULA NIGRA
RIVER BIRCH
B &B
2.5" CAL
10'
QN
18
QUERCUS NUTTALJS
NUTTAL OAK
B &B
2.5" CAL
1O'
LG
274
LIGUSTRUM JAPONICUM
JAPANESE PRIVET
I GALLON
1 3 GAL.
18"
IH
1 12
1 ILEX GLABRA
I INKBERRY HOLLY
I GALLON
1 3 GAL.
18"
i � w , v / _ /
„,. „,,, i° ye _ ai �:.. /ice/ , w w ' w
I'll SCALE 1 20
\ \ , -'s r ,ir @@, d /,
w Q+ �•' \. � � � "T � I� , � �- �:- ��;�,�„ �+ \^ ,�' �° >Fj�' L-01 = RIVER BIRCH
w
\, • „- / _ \ I'll _ ,
SHADE THE
b �� __� �w 1�, R
\ °� , \iW w b PER 100
11 IV '
��
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i MINIMUM 2 CALIBER
b \ _, _ �-_ I 1 / $ MINIMUM 2 P
� ,_ 1; O EG
- _ -
«�1 _ \ r `j 11 REFER T V ETATED
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STR P PLA I r , / �� i ,
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'� \ ` / VEGETATED D H LF �\� \
,.
_ _... _ „__ �,_,,, . -__ ,�” _ ,\ 1��- -- \ 3 :, ” : .,' <. � MINIMUM EPLAN N S = 1,�128� �l 1
r/ -- - ; 1 L
-_
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f� ZA ION
_ - _ _ _ _ \ AREA BILI WITH 11,. >.
:•::.. .
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CENTIPEDE
_ - - RA
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SHALLOW WATER PLANT LIST
\
COMMON NAME
1-1ERBACEOUS PLANTS
\
ACORUS SUBCORDATUM
SWEETFLAG
i
WATER PLANTAIN
HYDROLEA QUADRIVALVIS
.,
IRIS VIRGINICA
BLUE FLAG IRIS
.
SOFT RUSH
LUDWIGIA SPP.
PRIMROSE WILLOW
PELTANDRA VIRGINICA
ARROW ARUM
PONTEDERIA CORDATA
,
1)
SAGITTARIA LATIFOLIA
t'
SAGITTARIA LANCIFOLIA
BULLTONGUE
j
,
SCHOENOPLECTUS TABERNAEMONTANI
SOFT STEM BULRUSH
�
THREE- SQUARE BULRUSH
If 11
I i
NARROW PLUMEGRASS
I?
I 11
j
ZIZANIOPSIS MILIACEA
'
I
i
SWEET PEPPERBUSH
$'
I .r
i
_.
TITI
GORDONIA LASIANTHUS
LOBLOLLY BAY
'/
/ ,�/
ILEX DECIDUAS
POSSUMHAW
ILEX GLABRA
INKBERRY
�\^
,7.„.._� Q
by_„•'.
SWAMP ROSE
VACCINIUM CRASSIFOLIUM
`J 4,t
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SHALLOW WATER PLANT LIST
BOTANICAL NAME
COMMON NAME
1-1ERBACEOUS PLANTS
ACORUS SUBCORDATUM
SWEETFLAG
ALISMA SUBCORDATUM
WATER PLANTAIN
HYDROLEA QUADRIVALVIS
WATERPOD
IRIS VIRGINICA
BLUE FLAG IRIS
JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS
SOFT RUSH
LUDWIGIA SPP.
PRIMROSE WILLOW
PELTANDRA VIRGINICA
ARROW ARUM
PONTEDERIA CORDATA
PICKERELWEED
SAGITTARIA LATIFOLIA
DUCK POTATO
SAGITTARIA LANCIFOLIA
BULLTONGUE
SAURURUS CERNUUS
LIZARD'S TAIL
SCHOENOPLECTUS TABERNAEMONTANI
SOFT STEM BULRUSH
SCHOENOPLECTUS AMERICANUS
THREE- SQUARE BULRUSH
SCHOENOPLECTUS PUNGENS VAR. PUNGENS
NARROW PLUMEGRASS
SCIRPUS CYPERINUS
WOOLGRASS
ZIZANIOPSIS MILIACEA
GIANT CUTGRASS
50' MAX
JAPANESE PRIVET
EVERGREEN SHRUB
;n MINIMUM 18" HT.
I IF MINIMUM 32 PER 100'
- - 6' MAX
6' MAX
O� -
0• 6 O O'�� O
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BUFFER LINE
THE 15' LANDSCAPE CONSERVATION EASEMENT SHALL CREATE YEAR -ROUND
OPAQUE SCREEN AS SHOWN. IF EXISTING VEGETATION DOES NOT MEET OR EXCEED
THE BUFFER DETAIL, SUPPLEMENTAL PLANTINGS WILL BE REQUIRED AS SHOWN.
4
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SHALLOW LAND PLANT LIST
BOTANICAL NAME
COMMON NAME
HERBACEOUS PLANTS
ASCLEPIAS INCARNATA
SWAMP MILKWEED
CAREX TENERA
QUILL SEDGE
CHELONE GLABRA
WHITE TURTLEHEAD
EUPATORIADELPHUS DUBIUS
DWARF JOE PYE WEED
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEED
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
HIBISCUS LAEVIS
HALBERDLEAF ROSEMALLOW
KOSTELETZKYA VIRGINICA
SEASHORE MALLOW
LOBELIA CARDINALIS
CARDINAL FLOWER
LOBELIA ELONGATA
LONGLEAF LOBELIA
LOBELIA SIPHILITICA
GREAT BLUE LOBELIA
RHYNCHOSPORA COLORATA
STARRUSH WHITETOP
SA,,�CpC�HpA�`RUM BALDWINII
NARROW PLUMEGRASS
SHRUBS,
ARONIA ARBUTIFOLIA
RED CHOKEBERRY
CEPHALANTHUS OCCIDENTALIS
COMMON BUTTONBUSH
CLETHRA ALNIFOLIA
SWEET PEPPERBUSH
CORNUS AMOMUM
SILKY DOGWOOD
CYRILLA RACEMIFLORA
TITI
GORDONIA LASIANTHUS
LOBLOLLY BAY
HYPERICUM DENSIFLORUM
BUSHY ST. JOHNSWORT
ILEX DECIDUAS
POSSUMHAW
ILEX GLABRA
INKBERRY
ITEA VIRGINICA
VIRGINIA SWEETSPIRE
ROSA PALUSTRIS
SWAMP ROSE
VACCINIUM CRASSIFOLIUM
CREEPING BLUEBERRY
VIBURNUM NUDUM VAR. NUDUM
POSSUMHAW
LANDSCAPE CONSERVATION BUFFER
SCALE: NTS
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GENERAL NOTES:
1 SEE FORMER woDoT STANDARD 310.01 FOR DETAILS.
z. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
w0HTO W170` TABLE 2. wmu B.
J. ALL CONCRETE TO BE 3600 P.S.| COMPRESSIVE STRENGTH.
4. pR0v0E TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE on BELL JOINT AT OUTLET END SECTION.
0. THE DIMENSIONS FOR END sEnT|owS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. w|mOe vAR|xT|UwS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD p0nM3 AND TEMPLATES.
7. NOT T0 BE USED IN mCDOT mmmTA|wEo RIGHT OF WAY.
FLARED END SECTION
0,6)SCALE: NTS
RIP-RAP REINFORCED
BLIND SWALE CLASS
^8^ RIP-RAP MINIMUM
12" THICK
LEVEL
SPREADER LIP
REINFORCED CHANNEL
LINE WITH CLASS "B
RIP-RAP MINIMUM '
12" THICK
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30' CONCRETE LEVEL
SPREADER
2' TOP LIP ELEV=394.25
P_�AN VIEW
3 INCHES OF
WASHED NCDDT
#57 STONE
VEGETATED FILTER STRIP
5.
MAX SLOPE=
=IIRI-111=1 11-111-111-1 HE
3' WIDE STRIP OF
FILTER FABRIC
LEVEL SPREADER CROSS
SECTION
NOTES:
l. LEVEL SPREADER DESIGN WILL BE BASED ON CURRENT
DIVISION OF WATER QUALITY DESIGN GUIDELINES.
ERSIO
2. INSPECT AFTER EACH RAINFALL, UNTIL VEGETATION .3
WELL ESTA8USHED, AND WAKE ANY NECESSARY
REPAIRS; AFTERWARDS. INSPECT PERIODICALLY AND
KEEP VEGETATION HEALTHY AND MAINTAINED. /
3. CONCRETE SHALL BE MINIMUM 3.000 PSI
COMPRESSIVE STRENGTH. s���
4. ALL CORNERS SHALL HAVE 3/4^ CHAMFERS
r3CONCRET, LEVEL SPREADER
SCALE: IN S
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INFLUENT ST0RWWATER
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3 INCHES OF
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5.
MAX SLOPE=
=IIRI-111=1 11-111-111-1 HE
3' WIDE STRIP OF
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LEVEL SPREADER CROSS
SECTION
NOTES:
l. LEVEL SPREADER DESIGN WILL BE BASED ON CURRENT
DIVISION OF WATER QUALITY DESIGN GUIDELINES.
ERSIO
2. INSPECT AFTER EACH RAINFALL, UNTIL VEGETATION .3
WELL ESTA8USHED, AND WAKE ANY NECESSARY
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4. ALL CORNERS SHALL HAVE 3/4^ CHAMFERS
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SCALE: IN S
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FILL
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PLAN
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STR. FACE 2-132 ORG3
3 DRAINS
6 ABOVE
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M '^T^
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