20141308 Ver 1_More Info Received_20141219

Strickland, Bev
From: Sullivan, Shelton
Sent: Tuesday, January 06, 2015 9:38 AM
To: Strickland, Bev
Subject: FW: The Estates at Young SD DWR #2014 -1308
Attachments: FINAL PCN_Young Property_12- 18- 14.pdf, 007_0 1_Grading and Drainage Plan
(2).pdf, 011_0 5_Bioretention Facility # 1 Plan and Details.pdf, 012_0 6_Bioretention
Facility # 2 Plan and Details.pdf, 013_C3 7_Bioretention Facility # 3 Plan and
Details.pdf, RE: Young Property -Map review
Shelton Sullivan
401 & Buffer Permitting Unit
NCDENR I Division of Water Resources I Water Quality Permitting Section
1617 Mail Seivice Center, Raleigh, NC 27699 -1617
Phone: [phone] Fax: [phone]
Email: shelton.sullivan @ncdenr.gov
Website: http://portal.ncdenr.org/web/wq/sLAT/ws/webscape
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties
m��„ i�llc�b�� a�oIl��o�Noa ~t1��: a:o�vIl: ~��o�o�mcIl�t b�:I�oa ~a: pia ~fibntIlO�gt1�IlS�:o�m�bIln.
From: Deborah Shirley [mai Ito: dshirleyCa)sandec.com]
Sent: Friday, December 19, 2014 5:22 PM
To: Sullivan, Shelton
Cc: Larsen, Cory; Smith, Cherri L
Subject: RE: The Estates at Young SD DWR #2014 -1308
M : : +., O : ,.,.
A Buffer Authorization only requires 3 copies of the PCN application, I sent a total of 3 copies, and typically
only one copy of SIVIP is required. It was couriered all in a manila envelope.
I have attached an electronic copy of the PCN application, and the sheets you have requested. I hope this is
sufficient, I will be out for the next 2 weeks.
Deborah Edwards Shirley
Soil & Environmental Consultants, PA
919 - 846 -5900 (office)
919 -673 -8793 (mobile)
www.Sand.EC.corn
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

THINK BEFORE YOU P INT
From: Sullivan, Shelton [ mai Ito: shelton.suIlivan(a)ncdenr.gov]
Sent: Friday, December 19, 2014 5:03 PM
To: Deborah Shirley
Cc: Larsen, Cory
Subject: The Estates at Young SD DWR #2014 -1308
Debbie,
Please send a hard copy of the plan sheets to Cory Larsen at the Raleigh Regional Office. We only received 1 copy
here. Please send Sheets labeled as (7, 11, 12, 13 ) of 26. If you have these electronically, send me a copy via email as
well.
Hope you are doing well.
Thanks
Shelton Sullivan
401 & Buffer Permitting Unit
NCDENR I Division of Water Resources I Water Quality Permitting Section
1617 Mail Seivice Center, Raleigh, NC 27699 -1617
Phone: [phone] Fax: [phone]
Email: shelton.sullivan @ncdenr.gov
Website: http://portal.ncdenr.org/web/wq/sLAT/ws/webscape
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties
m��„ i�llc�b�� a�oIl��oiNoa ~tI��: a:o�vIl� ~��o�o�mcIl�t b�:V�oa ~a: pia ~fibntIlO�gtI�IlS�:o�m�bIln.

Strickland, Bev
From:
David Dunn <David.Dunn @bnkinc.com>
Sent:
Wednesday, December 17, 2014 4:18 PM
To:
'Randy King'; Deborah Shirley; Jeremy Jones
Subject:
RE: Young Property -Map review
Attachments:
011_0.5_13ioretention Facility # 1 Plan and Details.pdf, 012_C3.6_Bioretention Facility
# 2 Plan and Details.pdf, 013_0.7_13ioretention Facility # 3 Plan and Details.pdf
Follow Up Flag:
Follow up
Flag Status:
Flagged
Here are copies of the plan /detail sheets for the bioretention facilities. The following summarizes the outlet flows for
each BMP for the 10 -year storm:
• Sand Filter 1:
Q10 Discharge
= 0.42 cfs
• Sand Filter 2:
Q10 Discharge
= 0.83 cfs
• Sand Filter 3:
Q10 Discharge
= 0.28 cfs
Since the Q10 discharge is less than 1.0 cfs for all three BMP °s, the rip rap dissipator pads proposed should be suitable
for diffuse flow. I °II get the linear footage of intermediate /perennial streams to you via a separate e -mail. Please let me
know if you need anything else.
�I
Raleigh, NC :0
Phone: [phone]
Fax: [phone]
..
From: Randy King [ mailto :Randy.King @PulteGroup.com]
Sent: Wednesday, December 17, 2014 1:04 PM
To: 'Deborah Shirley'; David Dunn; Jeremy Jones
Subject: RE: Young Property -Map review
David, please provide Deborah the info in items 1 & 4 below. Also an opinion on the Towns NPA requirements would be
helpful, however since they are requiring the path, we should be OK. We need this info tomorrow in order to submit
this week. Otherwise we lose 2 weeks.
From: Deborah Shirley [mailto:dshirlev @sandec.com]
Sent: Tuesday, December 16, 2014 2:29 PM
To: David Dunn (David. Dunn @bnkinc.com); Jeremy.Jones @bnkinc.com
Cc: Randy King
Subject: RE: Young Property -Map review
1

David,
|n addition to the below, the Riparian Buffer Authorization form also requests the Map book and Map page
and a copy of the recorded map, if available. Is that something that you can get a hold of?
Deborah Edwards Shirley
Soil & Environmental Consultants, PA
919-846-S900 (office)
919-673-8793 (mobile)
ATHINK BEFORE YOUPRINT
From: Deborah Shirley
Sent: Friday, December 12, 2014 4:10 PM
To: David Dunn ;][e-mail]'
Cc: Randy King (Randy. Kinq@)PulteGroup.�om)
Subject: Young Property-Map review
I have looked over the maps and exhibit that was sent over, we don't need any changes. |do however need
an existing conditions map and a profile of the utility crossing. Additiona|k/|haveafevvP[Nquestionsthat|
will need your assistance on, they are listed below:
QVVR;
5) Will this project involve the expenditure of public (fed/state/local) funds? NO, Just Pulte Money.
ral T1101
Deborah Edwards Shirley

Environmental Specialist
Soil & Environmental Consultants, PA
NEW ( "'P Il II CE IL,' ?) CA rjj ,) N,
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
919 - 846 -5900 (office)
919 -673 -8793 (mobile)
�rv� . wSandEC,colrl.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This
electronic communication may not have passed through our standard review /quality control process. Design data and recommendations included herein are
provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature
and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this
electronic communication in error, please notify the sender by return e -mail and delete the original communication from your system. Thank you.
THINK BEFORE YOU PRINT
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY STANDARDS AND DETAILS
NOTES: Pre /Post Stormwater Summary
1. ANY CUT OR FILL SLOPE THAT IS (2:1) OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION Post Construction Analysis
DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN THREE
TO ONE (3:1) SHALL NOT BE STABILIZED WITH TURF GRASS BUT MUST BE STABILIZED WITH VEGETATION THAT -
REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE GRASS, RED FESCUE OR OTHER APPROVED VARIETY.
(CHAPTER 7, PART 2, SECTION 4, (G) LDO.
/ 2. RETAINING WALLS THAT ARE LOCATED NEAR PUBLIC STREETS AND ARE WITHIN THE ZONE OF INFLUENCE OF
THE WILL ROADWAY BE DESIGNED AND PART OF THE ROADWAY
CAST IN PLACE (OR PREMCASTACONCRETE ,R T UTILITIES
A11 ING WALLS
1 -Yr
2 -Yr
5 -Yr
10 -Yr
i
39.1
48.8
55.1
61.2
Discharge Point 1 (West Side of Site - Post)
/
77.3
87.2
96.9
% Increase
58.3%
58.4%
58.3%
58.3%
Detention Required
1 22.8
1 28.5
1 32.1
1 35.7
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY STANDARDS AND DETAILS
NOTES: Pre /Post Stormwater Summary
1. ANY CUT OR FILL SLOPE THAT IS (2:1) OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION Post Construction Analysis
DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN THREE
TO ONE (3:1) SHALL NOT BE STABILIZED WITH TURF GRASS BUT MUST BE STABILIZED WITH VEGETATION THAT -
REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE GRASS, RED FESCUE OR OTHER APPROVED VARIETY.
(CHAPTER 7, PART 2, SECTION 4, (G) LDO.
/ 2. RETAINING WALLS THAT ARE LOCATED NEAR PUBLIC STREETS AND ARE WITHIN THE ZONE OF INFLUENCE OF
THE WILL ROADWAY BE DESIGNED AND PART OF THE ROADWAY
CAST IN PLACE (OR PREMCASTACONCRETE ,R T UTILITIES
A11 ING WALLS
- - \ If
If
3. TO MINIMIZE DAMAGE TO EXISTING CHAMPION TREES LOCATED NEAR THE INTERIOR EDGE OF TREE PROTECTION
/ \ / AREAS, THE CONTRACTOR SHALL CUT TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG THE LIMITS OF Detention Provided (Bioretention Facilities) , •
\ /
DISTURBANCE IN ORDER TO CUT, RATHER THAN TEAR, EXISTING ROOTS.
1 / 4. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO).
5. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND
- I \ THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO).
1 ' / RISER \'\ THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE.
1 -Yr
2 -Yr
5 -Yr
10 -Yr
Discharge Point 1 (West Side of Site - Pre)
39.1
48.8
55.1
61.2
Discharge Point 1 (West Side of Site - Post)
61.9
77.3
87.2
96.9
% Increase
58.3%
58.4%
58.3%
58.3%
Detention Required
1 22.8
1 28.5
1 32.1
1 35.7
- - \ If
If
3. TO MINIMIZE DAMAGE TO EXISTING CHAMPION TREES LOCATED NEAR THE INTERIOR EDGE OF TREE PROTECTION
/ \ / AREAS, THE CONTRACTOR SHALL CUT TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG THE LIMITS OF Detention Provided (Bioretention Facilities) , •
\ /
DISTURBANCE IN ORDER TO CUT, RATHER THAN TEAR, EXISTING ROOTS.
1 / 4. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO).
5. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND
- I \ THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO).
1 ' / RISER \'\ THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE.
\\ / ("
- ti ao c4
1 1 \ RIM = 419.02 ' _1/" \ 1 1 O
I \\ EX. 20' STORM /\ � I � C r �
/ INV. OUT = 415.12
I\cn 1 \ \\ DRAINAGE EASEMENT 6. RETAINING WALLS THAT ARE LOCATED NEAR PUBLIC STREETS AND ARE WITHIN THE ZONE OF INFLUENCE
BM. 2004, PG. 1 285 OF THE ROADWAY SYSTEM (I.E. SUPPORTING ANY PART OF THE ROADWAY SYSTEM; ROAD, SIDEWALK,
-
1 RETAININGEW)ALWS.L NEED TO BE DESIGNED AND CONSTRUCTED AS CAST -IN -PLACE (OR PRE -CAST) CONCRETE
BMP 2 - Inflow
2 -Yr
2 -Yr
2 -Yr
10 -Yr
BMP 1 - Inflow
8.75
10.93
12.49
13.70
BMP 1 -Outflow
0.38
0.38
0.38
0.38
BMP 1 - Detention Provided
8.37
10.55
12.11
13.32
\\ / ("
- ti ao c4
1 1 \ RIM = 419.02 ' _1/" \ 1 1 O
I \\ EX. 20' STORM /\ � I � C r �
/ INV. OUT = 415.12
I\cn 1 \ \\ DRAINAGE EASEMENT 6. RETAINING WALLS THAT ARE LOCATED NEAR PUBLIC STREETS AND ARE WITHIN THE ZONE OF INFLUENCE
BM. 2004, PG. 1 285 OF THE ROADWAY SYSTEM (I.E. SUPPORTING ANY PART OF THE ROADWAY SYSTEM; ROAD, SIDEWALK,
-
1 RETAININGEW)ALWS.L NEED TO BE DESIGNED AND CONSTRUCTED AS CAST -IN -PLACE (OR PRE -CAST) CONCRETE
BMP 2 - Inflow
21.44
26.79
30.60
33.58
BMP 2 - Outflow
0.84
0.84
0.84
0.84
BMP 2 - Detention Provided
20.60
25.95
29.76
32.74
--
CM
W Z
/ 1 ^ I m %• / \ \\ \ 7. FENCING SHALL BE INSTALLED ON TOP OF RETAINING WALLS THAT EXCEED 30- INCHES IN HEIGHT FOR FALL
/ // �� _ \ I /� \\ 1- �- - PROTECTION. REFER TO THE DETAILS ON SHEET C5.3 FOR RETAINING WALL AND FENCE DETAILS.
I 1 Il�o / /• / / I� // �� // _ -__ 3T o I p„
wo
%
BMP 3 - Inflow
6.38
7.97
9.11
9.99
BMP 3 - Outflow
0.28
0.28
0.28
0.28
BMP 3 - Detention Provided
6.10
7.69
8.83
9.71
,
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/% / /'/ �/ /' / BUFFER - - K \ T - _ - - - _ _ ��•• \ 6' WIDE MULCH PATH - I NAL f _
• \ � '- '�� -• p LOCATION TO BE DETERM NED \ \ \ _ \
r - - _ \ -� �� 36" .�• \ \ \ \ \ \ 1 \ \ \ \ \ -f \ \ \ \ \ 11 /
.� - -- -I_-� - - - -- �.�•. IN THE FIELD TO MINIMIZE `� \ \p \ \ \ \\ \\ \ \ \ 1_\ - - \\\ \ \ / \ �� 1 /
/ �/ / / �__ _ -J DISTURBANCE TO EXISTING 22 \PI \ \ \ \ \ \ \ - r -� \ \ \ \ \�� -- �� \5 \\ \ l Z J
% CHARGE BOI T /cb' /� 1, / /' _''' \ \ �/_ _1 = ��_ -�..�• _= = - _ -- .23� ` •�..`• \VEGETATION 1 Pn \\ \\ \ \ \ \ \ \\
N0.40' f
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/•' / / \ \s / / • " er PP o- - - - - _ r - -- \ RIDGE (WITH HANDRAILS)
/ ' / / / I / // il' °. �- _ - _- �•- - -_��� \�\ -�•. .2 ',PP�' \ -- \q �' �_ \ � \ \\ -)+\� \ \ \ \\ \ \� \. \ /o �R �� �\ C9I l /'•1 Q
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` 1� �F� CURB. INLET -P
PUBLIC STORM �, i
/ / / ,•7/ / / / / / / / / •I I I I \ \I \\ r0 I / / / ✓ � // -_ �, __ PP..���`•• ��\ 41 _ ,} \ \ �� _ _� \ 3•g� _ yyqq � �A, - '\ TlC = 461 .05 ,\
/ / I C' O ( I I 1 � -- _ _ _ _ _- \ \ _ - -_ Q�2,A�NAQE EASEMEN' ( tYP -
/ / / I I I I I I 1/ - \I \` �1 \ ,t• � �I \ �� v �\� r/ \ \ \ \ \ \ l // 1 ,'J ;•O
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♦ \- 2 UBLlC \ /\ I I I I \ \ \\� \ \ + �� \NO\ \\ �I _ 2 3 P /_�� 5 � \ \ \ \ 1/; `
RA_I NA EA 5 TO RM I I I\ j I \ \ l j I _ - _ I �\ ` - - ` � \ \ 11 l� // - - - 331 ( / / ' T \ \ �A 1 \ 1\ \ \ \ \ \ 1 n \ 12„ n / 3 `�+/JyQ��^ 2
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\ - a 'I. I I \ \ ♦--- i---- 's =� -�- \ \ / A % / tSE1E �H . ¢ 5 FOR \ \ 12" mP\ "l\
7 o I I \ 1 - \ • - 425 / /i ':� / / �NLAtC�D LAN) N5%, \ \ Cr.
\ 1 1 \ °' �� -! - \ _ I I I I - \�Jl 438 \ \ - ✓ - �/ //' \ t\ 0
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I I \ \ rt- ♦ _ � J - I- '1 _ I / 437 \ \ \ \ \ \ , `\ / / ''••: ; Q ���/ Z
z
405 I I I \ \ \ 1 Q � I I� V - 1- - -' -- - -- - -�� -- �� C � C C \ - - �\�� /� 11\ _ r - - -- �� / I I r �- - - ' - 3f"� � -- I /,, I / /9•� ro
C C C 42 _ --- - __ - -- -- ? \ -�u�/ '/ Ili I 11� �1e" xs ,• /I /�, :1 O Z
- - - - - \ 9 i� - , r -I- - - - - -��- - J �\ Ii\\ P
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437 .1 �~ � _ J - � \ \ \ \ a /t/� /1 #/ /
„
27 p n \ 1 mp „ U1? n P� ^ 1 21 m r - - - - 7 PrJ O� _ - - -- , \ - \ J I I 1� �-%
i }2 \ „ p 1" „ 23' n n P P 1 0„ 9 20' p -Y9' pn� / (. / \ `� J� \ ��,� 9 I �\
N Rn 1 I 1 x2 p \ _. 6 pn 12 P P P - --- - - - - -- / \ �� \ \ m 1(�
W
/ 12 m I \ \ p rn r4„ m m j n �_ 14 �- - -- "25" rg _ -% ° / _ \ -_ ___ 4 RCP_ �� 11 �n P\ I / �C
I a \ 1 '1 4 9- _ 1 4 - S°� _ - - - - 1/i /i 3 / _ J \ I- I ,
_ _ L� - INV OUT_= / / Q
/ - PP / p I \ \ a \ I v \ 1 1 1 v 0" x2 sw - n 42A m� - -- - - _ _ _ _ - l \ l l \ \ l 3,
I \ 1 I 1 1 �- - 5" m iii i J / _ c�
_- - -___-
/ 9 _ - - - -- �w ' � '- � i - -- 47.31 \\ / / 1 / I \\ 1•/ \P � / •F�/ II /,
- -- _-� - - - - II l J - --• -- - - -
/ / - - - - - 24 " RCP i / \ /: - - -
I I \\ \ / \ I / TW = 431.25 i - -_I�,� W
TW 4� •90 TW = 1437.60 TIN = 439.50 TW 439.00 / BIN = 429.50 12" PVC I _ _ _ II�V �V - 445 L� /' \ '• i '� / / /
_ _ _
\ I I I W 4 40 ` W TW = 4361.80 U / Z / -' -
\\ \ \ I I I W = 0 B = 437.35 W = 0 ND W LL @ 431.30 X18" FES INV. = 433.27 INV OUT \ 438.02 -7 / \ I
\\ ` - I HEIGHT OF TOWER = 135 -�15" FES INV. = 443.41 \ /
��I (ORIGIN NOT LOCATED) 439.35 / / \
I I I I I I I END WALL @ 430.00 BASE TOWER EL €VAT ION = 438.16 I �/ (ORIGIN NOT LOCATED)
CHAIN LINK FENCE / / / ,�\ / / / T /CB =I 457.58 N.
I ,, W D o
\ I � �/ �,
\ \ I \\ Z
C - -- O
PH SMA . 'SHY H �-
DO NCET LI E CONtTRtICT I ON I E#: 15-01
- � HTE #: 15 -0169
' I Approved by the Town of Cary
d�•M�,•� I Development Review Committee
J.
,. N,
•` I
.., • +''!�1 I Planner: Date:
/ I W ■ LL
SCALE IN FEET .WT. M 0
y V
0 30 60 120 180 240
© 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.
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ALL CONSTRUCTION SHA
LL BE IN ACCORDANCE
O O
� \ �
TOW = 442. Q,
BOW = 437. \ V v vv
TOW = 443.0
� A V BOW = 437.5 V vv� v II
` \ TOW = 4 7.0
BOW =
TOW = 437.0,
431.0
\ \ \ \
v OW = 440.0
OW = 43
*000 � y� A430.00V
O 44 \ 1�
RETAINING WALL # 1 A
vvv 28 2�� 431-
kgTAINING WALL # 2v l
vQJ� CLEANOUT \ V A t
\ v ,TOW = 434.5 v �v vv �� I 1 v O (TYP..)) \
�\
BOW \ 3' SPACING \ \
\ WALLSE((TYP.) \v
v/ v
TOW = 437.0 A \
BQW = 431.0
(
12 PERFORATED PVC /� - �_ __
TOW = 44
- 40 v V BOW = 4 .5\ v v
_ v
I 3�, 435
O
' - -- �� TOW = 438.0 v v
L '
f '-0" DIA. OUTLET ` OW = 43 '5 I \
/ STRUCTURE (SEE -- - - - - -- - -- -- ___ -- \B
ETAIL --THIS SHE - - - -- - - -- v�
- -- - - - - - -- ' � I � � 3
----------- - =- -- ' -I -- I
- - �i I EX. CELL TOWER I I TOW = 433.0 I I _
� 1
/ - - - - - -- BOW = 431.0 I \�
- - - - -- - - - - - '
... - -----L- --- - ----- I
0--- - - - - --
/ - - - - - - - - - - -- O
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BIORETENTION FACILITY # 1 PLAN NOTE:
RETAINING WALL MAY BE STEPPED AS
(REFER TO SHEET L1.2 FOR PLANTING PLAN REQUIREMENTS) NEEDED BASED ON PROPOSED GRADING.
FALL PROTECTION SHALL BE PROVIDED
SCALE IN FEET FOR WALLS WITH 30" OR GREATER DROP.
0 10 20 40 60 80
BERM:
3:1 MAX
4" WASHED SAN
12" #57 STONE
WITH TOWN OF CARY STANDARDS AND DETAILS
6" CAPPED CLEANOUT
PIPE (EXTEND 8" ABOVE
MEDIA -TYP)
)
6" PVC CLEANOUT
"`-
y ;,.` >,: OF PIPE
6' SCHEDULE 40 PVC "`' ``'''
90° BEND CONNECTION o PVC PERFORATION
000°0°° A SCHEDULE DETAIL
0 0 0 0 a a o SCALE: NTS
BIORETENTION CELL SCHEMATIC
NOT TO SCALE
9 - 12" PONDING
1 1
TOP OF MEDIA: 431.00
CAPPED
CLEAN -OUT
PIPE
2 - 4" MULCH
OUTLET STRUCTURE DETAIL
Riser Wall Thickness (in)-
MIX: 85 -88% SAND
8 -12% FINES
3 -5% ORGANICS o
DEPTH: TREES/ SHRUBS = 3'
GRASS = 2'
Pond Bottom Elevation (ft):
426.00
NOT TO SCALE
432.00
Density of Riser Matl (Ib /co-
150.00
Pipe Inside Diameter (in)-
TRASH RACK WITH 2x3
Pipe Wall Thickness (in)-
2.5
Length of Pipe Exposed (ft):
0.00
ACCESS HATCH CENTERED ON
62.40
Volume H2O Displaced by Riser (cf)-
169.65
Weight H2O Displaced by Riser (lb)-
STEPS. PLASTIC SOLUTIONS. INC.
Volume H2O Displaced by Pipe (cf)-
0.00
Weight H2O Displaced by Pipe (lb)-
0.00
PYD 60 (OR APPROVED EQUAL)
10585.91
m
0
4k
Weight of Riser (lb)-
0100 WL: 431.63
Ix
0.00
Pipe /Riser Downward Force (lb)-
7775.44
010 WL: 431.43
Q
10' TOP OF DAM (MIN)
05 WL: 431.38
11
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02 WL: 431.31
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OR EQUAL. ATTACHED
DURING
432.00
w
3:1 MAX
CONSTRUCTION. GATE
- 60" DIA.
VALVE OPEN DURING
n.
CONSTRUCTION
431.68 (TEMP. POOL - 1" RUNOFF) MANHPRECSECTION'
3:1
MAX
TOP OF MEDIA
= 431.00
(1l 6.0' X 6.0' CONC.
ANTI -SEEP COLLAR
6" PERFORATED PVC
UNDERDRAIN @ 0.5%
SLOPE (NOT TO BE
INSTALLED. INITIALLY)
SEE NOTE 1 (TYP.)
I I
422.80
65.00
LF
I I
I I
24" RCP @
2.00%
I I
T, BALLAST
CONCRETE
BIORETENTION MEDIA t - �. -; , ;�; ,�. ;�.,�,�,f.,
%. `._`._.
°�.- ; -°
PROVIDE
RUBBER GASKETS
(SEE DETAIL - THIS SHEET) a
AT EA JOINT ON
OUTLET PIPE
6" DEEP WASHED STONE
INV. OUT
= 422.80
BERM:
3:1 MAX
4" WASHED SAN
12" #57 STONE
WITH TOWN OF CARY STANDARDS AND DETAILS
6" CAPPED CLEANOUT
PIPE (EXTEND 8" ABOVE
MEDIA -TYP)
)
6" PVC CLEANOUT
"`-
y ;,.` >,: OF PIPE
6' SCHEDULE 40 PVC "`' ``'''
90° BEND CONNECTION o PVC PERFORATION
000°0°° A SCHEDULE DETAIL
0 0 0 0 a a o SCALE: NTS
BIORETENTION CELL SCHEMATIC
NOT TO SCALE
9 - 12" PONDING
1 1
TOP OF MEDIA: 431.00
CAPPED
CLEAN -OUT
PIPE
2 - 4" MULCH
FILL SOIL MEDIA
Riser Wall Thickness (in)-
MIX: 85 -88% SAND
8 -12% FINES
3 -5% ORGANICS o
DEPTH: TREES/ SHRUBS = 3'
GRASS = 2'
Pond Bottom Elevation (ft):
426.00
6" PERFORATED PVC
UNDERDRAIN HEADER
MIN. SCHEDULE 40 PVC @ 0.50%
NOTES:
PVC RISERCLEANOUT 1. REFER TO PLAN OF BIORETENTION FACILITY
FOR LOCATION AND SIZING OF PERFORATED
UNDERDRAIN DETAIL PVC PIPE.
NOT TO SCALE
BOUYANCY CALCULATIONS FOR RISER/BARREL
Young Subdivision - BMP No. 1
Riser Inside Diameter (ft):
5.0
Riser Wall Thickness (in)-
6
Pond Bottom Elevation (ft):
426.00
Riser Crest Elevation (ft):
432.00
Density of Riser Matl (Ib /co-
150.00
Pipe Inside Diameter (in)-
24
Pipe Wall Thickness (in)-
2.5
Length of Pipe Exposed (ft):
0.00
Density H2O (lb /co-
62.40
Volume H2O Displaced by Riser (cf)-
169.65
Weight H2O Displaced by Riser (lb)-
10585.91
Volume H2O Displaced by Pipe (cf)-
0.00
Weight H2O Displaced by Pipe (lb)-
0.00
Total Uplift Force (lb)-
10585.91
m
0
4k
Weight of Riser (lb)-
7775.44
Weight of Pipe (lb)-
0.00
Pipe /Riser Downward Force (lb)-
7775.44
Ballast Concrete:
Minimum Factor of Safety-
1.2
Required ballast thickness (in)-
20.08
Provided Ballast Thickness (in)-
24
Total Downward Force (lb),
13665.93
Provided Factor of Safety-
1.29
10' TOP OF DAM (MIN)
BERM:
3:1 MAX
OVERFLOW STRUCTURE
(SEE DETAIL THIS SHEET)
2" CHOCKING
STONE
( #8 OR #89)
L. z. ... ... ...........r
© 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.
T BERM:
3:1 MAX
TOP OF DAM
=434-00
NOTE:
1. THE CONTRACTOR SHALL INSTALL BIORETENTION FACILITY MEDIA AS NEEDED
TO OBTAIN A PERMEABILITY RATE OF 1 - 2 IN /HR AFTER INSTALLATION.
14- SB-021
HTE #: 15 -0169
Approved by the Town of Cary
Development Review Committee
Planner:
Date:
P R.,- RY
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY STANDARDS AND DETAILS
30' ZONE 1 NEUSE j `
RIPAREAN BUF �SDNE 2
FER v. 20'
� \ `\\ v v \ V v \ \ •\ v v . v \ v v \ � \ v v v \ • \ ` \ v v �_C , � � �\ - \ \ � - � \ -_ � _ , \ � v - \ ' �v _ \ v
v /// `\ �v � \ ` • � \ � Lv / v v �v v \ ` A v\ - - i v , ` j -\ v %- � \\ \ \ _ � v \ \ ` v v \ `\ P` /A\ R\ `v v E� A1 1 v N
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RI �Y I \ B U_\ _ \ \ F F� - E R'
\ BUFF 50 TOWN O
TOP OF BANK) TYP. vj- i (dQ = - O 5 0 p 6")
") 2 v ` J v DI I \ E, E \ \ P \` w/.
_OT�Q W O_, �\ W F Q_ = I
� 4 - 24- 024-- - \ ) Q - 0
-
Q O - NC 'DOT CLASS B,RIP -RAP
OEOTEXTILE FABRIC BAS
010 13.3 CFS -BOW = 420.5
V -10 7.5 FPS\ \ TOW = 4 0.0
0 -BOW 414.0, L TOW = 4177 .5
W 7.5 `vBOW = 414.0 -- - - - - -� -'
7
-_ -
- --
-A -
` -
TO W
4,25-5.
\ I I I 2--5.I v I
v v5
BOW = 420.s
�6' -0 IA. OUTLET -- O STRUCTURE (SEE
DETAIL THIS SHEET) LEMERGENCY 4- CEANOUT
SPILLWAY (TYP.
416.00 417.Q
TOP OF DAM
v 41 7.0 ( TYP.) TOW 425v
.
OW
5
TOW 420.0
BOW 414.0
RETAINING 'WA # 3
� -TOW = 421.0
RETAINING WALL 4 BOW 420 T W = 420 -b
B W 414.0
V, SPACING
BETWEEN'-. WALLS (TYP. - - - - - / v
\
\
�
i\ �V v
-�
\ \ -
-
\ W -0
00 TOW = 4 6.5 4 PERFORATED PVC - _ -
BOW = 420.E 41 3 ;00
IOQC 006
�
TOW = 420.0 0 31
BOW = 414.0 -- -4" PERFORATED PVC` TOW = 424 . TOW = 420.0
BOW = 414.0 BOW = 420.
___425 'T W = 426.5
BOW = 420.5 _7
TOW = 424.5
BOW = 420.5 _-
425.0 BOW 414
E- - - - - - -- - -
BOW 420. - - - - - - - - - - - - - - - -
- - \
, -
,
-
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OAKMERE DRIVE 42 ___ -- 43 - - - - - - - - - - - - -
- r-
BIORETENTION FACILITY # 2 PLAN
(REFER TO SHEET L1.2 FOR PLANTING PLAN REQUIREMENTS)
SCALE IN FEET
0 10 20 40 60 80
NOTE:
RETAINING WALL MAY BE STEPPED AS
NEEDED BASED ON PROPOSED GRADING.
FALL PROTECTION SHALL BE PROVIDED
FOR WALLS WITH 30" OR GREATER DROP.
BERM:
3:1 MAX
4" WASHED SAN
12" #57 STONE
8" CAPPED CLEANOUT
PIPE (EXTEND 8" ABOVE
MEDIA -TYP)
l
BIORETENTION CELL SCHEMATIC
NOT TO SCALE
9 - 12" PONDING
1 1
TOP OF MEDIA: 414.00
CAPPED
CLEAN -OUT
PIPE
2 - 4" MULCH
OUTLET
STRUCTURE DETAIL
MIX: 85 -88% SAND
8 -12% FINES
3 -5% ORGANICS o
rn
DEPTH: TREES/ SHRUBS = 3'
GRASS = 2'
Pond Bottom Elevation (ft):
409.00
Riser Crest Elevation (ft):
415.00
NOT TO SCALE
150.00
Pipe Inside Diameter (in)-
30
Pipe Wall Thickness (in)-
2.75
TRASH RACK WITH 2x3
0.00
Density H2O (lb /co-
62.40
Volume H2O Displaced by Riser (cf)-
242.03
ACCESS HATCH CENTERED ON
15102.89
Volume H2O Displaced by Pipe (cf):
0.00
Weight H2O Displaced by Pipe (lb)-
0.00
STEPS. PLASTIC SOLUTIONS. INC.
15102.89
OJ
LU
Weight of Riser (lb)-
10858.13
PYD 72 (OR APPROVED EQUAL)
0.00
Pipe /Riser Downward Force (lb)-
10858.13
�//
0 O
0100 WL: 414.87
Ix
Cn W IL
MQ
010 WL: 414.60
LU
10' TOP OF DAM (MINI
05 WL: 414.53
0 CL
o
cr
O'
m
02 WL: 414.44
a
TOP OF BERM
= 417.00
FAIRCLOTH SKIMMER
Z
OR EQUAL. ATTACHED
EMERGENCY SPILLWAY
DURING
415.00
w
= 416.00
3:1 MAX
CONSTRUCTION. GATE
-
72" DIA.
VALVE OPEN DURING
n.
CONSTRUCTION
414.98 (TEMP. POOL
- 1" RUNOFF) MANHOLE SECTION'
3:1
MAX
TOP OF
MEDIA
= 414.00
(1l 6.0' X 6.0' CONIC
ANTI -SEEP COLLAR
8" PERFORATED PVC
UNDERDRAIN @ 0.5%
SLOPE (NOT TO BE
INSTALLED. INITIALLY)
SEE NOTE 1 (TYP.)
I I
408.50
23.00
LF
I I
I I
30" RCP @
1.30%
I I
T, N) BALLAST
CONCRETE
7
BIORETENTION MEDIA
c i•.:"
PROVIDE
RUBBER GASKETS
(SEE DETAIL - THIS SHEET) _' _ _' '`_'" _'
AT EA JOINT ON
OUTLET PIPE
6" DEEP WASHED STONE
INV. OUT
= 408.50
BERM:
3:1 MAX
4" WASHED SAN
12" #57 STONE
8" CAPPED CLEANOUT
PIPE (EXTEND 8" ABOVE
MEDIA -TYP)
l
BIORETENTION CELL SCHEMATIC
NOT TO SCALE
9 - 12" PONDING
1 1
TOP OF MEDIA: 414.00
CAPPED
CLEAN -OUT
PIPE
2 - 4" MULCH
FILL SOIL MEDIA
Riser Wall Thickness (in)-
MIX: 85 -88% SAND
8 -12% FINES
3 -5% ORGANICS o
rn
DEPTH: TREES/ SHRUBS = 3'
GRASS = 2'
Pond Bottom Elevation (ft):
409.00
8" PVC CLEANOUT
8" SCHEDULE 40
PVC RISER PIPE
(NON- PERFORATED)
8" SCHEDULE 40 PVC
90° BEND CONNECTION
8" SCHEDULE 40 PVC
UNDERDRAIN HEADER
@ 0.50% SLOPE
A O O O O O A Ono
3/4" PERFORATIONS AT 4" O.C.
MIN. PERFORATIONS P
IN 9 R F
L E
P1< OF PIPE
PVC PERFORATION
40.00 OAAAA °A SCHEDULE DETAIL
0 0 0 A O O O
SCALE: NTS
8" PERFORATED PVC
UNDERDRAIN HEADER
MIN. SCHEDULE 40 PVC @ 0.50%
NOTES:
PVC RISER�CLEANOUT 1. REFER TO PLAN OF BIORETENTION FACILITY
FOR LOCATION AND SIZING OF PERFORATED
UNDERDRAIN DETAIL PVC PIPE.
NOT TO SCALE
ARMOR SPILLWAY W/ NCDOT CLASS B RIP -RAP
(d50 = 6") 12 DEEP W/ GEOTEXTILE FABRIC BASE
TOP OF DAM = 417.00
EMERGENCY SPILLWAY = 416.00
I� 20'
EMERGENCY TSPIILLWAY DETAIL
NO TO SCALE
BOUYANCY CALCULATIONS FOR RISER/BARREL
Young Subdivision - BMP No. 2
Riser Inside Diameter (ft):
6.0
Riser Wall Thickness (in)-
7
Pond Bottom Elevation (ft):
409.00
Riser Crest Elevation (ft):
415.00
Density of Riser Matl (lb /co-
150.00
Pipe Inside Diameter (in)-
30
Pipe Wall Thickness (in)-
2.75
Length of Pipe Exposed (ft):
0.00
Density H2O (lb /co-
62.40
Volume H2O Displaced by Riser (cf)-
242.03
Weight H2O Displaced by Riser (lb)-
15102.89
Volume H2O Displaced by Pipe (cf):
0.00
Weight H2O Displaced by Pipe (lb)-
0.00
Total Uplift Force (Ib):
15102.89
OJ
LU
Weight of Riser (lb)-
10858.13
Weight of Pipe (lb)-
0.00
Pipe /Riser Downward Force (lb)-
10858.13
Ballast Concrete:
Minimum Factor of Safety-
1.2
Required ballast thickness (in),
20.56
Provided Ballast Thickness (in)-
24
Total Downward Force (lb),
19340.43
Provided Factor of Safety-
1.28
EMERGENCY
SPILLWAY
10' TOP OF DAM (MIN) = 416.00
BERM: BERM:
3:1 MAX 3 :1 MAX
TOP OF DAM
OVERFLOW STRUCTURE = 417.00
(SEE DETAIL THIS SHEETI
2" CHOCKING
STONE
(#8 OR #89)
L. z. ... ... ...........r
© 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.
NOTE:
1. THE CONTRACTOR SHALL INSTALL BIORETENTION FACILITY MEDIA AS NEEDED
TO OBTAIN A PERMEABILITY RATE OF 1 - 2 IN /HR AFTER INSTALLATION.
14-SB -021
HTE #: 15 -0169
Approved by the Town of Cary
Development Review Committee
Planner:
Date:
PR - '�H�--..RY
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I
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/
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/ I I \
/ 4' -0" DIA. OUTLET
/ STRUCTURE (SEE
/ DETAIL - THIS SHEET) b
NCDOT CLASS B RIP -RAP
(d50 = 6 ") 22" DEEP w/
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L = 9.0'
W = 4.5' ��`A / •� I, A `
q 400.00
26' PDBL `
-_ DRAINAG IC SrpRM \
0 9.Q) °� j `\ - - - - - -E E A_S_E_ME_N_T \
�O II 1100 OCJ , 376"
P
Q F _
O 404. 00 6'_ I J RFORgTF� PVC
`
°Fa I-
EMERGENCY
SPILLWAY
= 415.00 /
/�Q
Q
X�P
n
TOP OF DAM
404.00 (TYP.)
407 ( TYP. )- /
BIORETENTION FACILITY # 3 PLAN NOTE:
RETAINING WALL MAY BE STEPPED AS
(REFER TO SHEET L1.2 FOR PLANTING PLAN REQUIREMENTS) NEEDED BASED ON PROPOSED GRADING.
FALL PROTECTION SHALL BE PROVIDED
SCALE IN FEET FOR WALLS WITH 30" OR GREATER DROP.
0 10 20 40 60 80
6"
UND
SLID
INS
SEE
OUTLET STRUCTURE DETAIL
NOT TO SCALE
TRASH RACK WITH 2x3
ACCESS HATCH CENTERED ON
STEPS. PLASTIC SOLUTIONS. INC.
PYD 48 (OR APPROVED EQUAL)
1 MAXI
)NC.
BOUYANCY CALCULATIONS FOR RISER/BARREL
Young Subdivision - BMP No. 3
Riser Inside Diameter (ft):
4.0
Riser Wall Thickness (in):
5
Pond Bottom Elevation (ft):
408.50
Riser Crest Elevation (ft):
414.00
Density of Riser Matl (lb /co-
150.00
Pipe Inside Diameter (in):
18
Pipe Wall Thickness (in):
2.25
Length of Pipe Exposed (ft):
0.00
Density H2O (lb /co-
62.40
Volume H2O Displaced by Riser (cf)-
100.91
Weight H2O Displaced by Riser (lb)-.
6296.96
Volume H2O Displaced by Pipe (cf):
0.00
Weight H2O Displaced by Pipe (lb)-
0.00
Total Uplift Force (lb),
6296.96
W
O
Weight of Riser (lb),
4769.66
Weight of Pipe (lb)-
0.00
Pipe /Riser Downward Force (Ib):
4769.66
Ballast Concrete:
Minimum Factor of Safety:
1.2
Required ballast thickness (in):
17.74
Provided Ballast Thickness (in)-
18
Total Downward Force (lb)*
7597.091
Provided Factor of Safety-
1.21
BERM:
3:1 MAX
4" WASHED SAN
12" #57 STONE
6" CAPPED CLEANOUT
PIPE (EXTEND 8" ABOVE
MEDIA -TYP)
BIORETENTION CELL SCHEMATIC
NOT TO SCALE
9 - 12" PONDING
1 1
TOP OF MEDIA: 401.00
CAPPED
CLEAN -OUT
PIPE
2 - 4" MULCH
FILL SOIL MEDIA
V
tiCON
Z o
MIX: 85 -88% SAND
8 -12% FINES
3 -5% ORGANICS rn
DEPTH: TREES/ SHRUBS = 3'
GRASS =2'
nIi U�Q
>' W
=�'
G W 3f m
Z
L .'.'.
NOTES:
REFER TO PLAN OF BIORETENTION
PVC RISERCLEANOUT 1 OR LOCATION OFF PERFORATED PVC PIPE. FACILITY
UNDERDRAIN DETAIL
NOT TO SCALE
ARMOR SPILLWAY W/ NCDOT CLASS B RIP -RAP
(d50 = 6") 12 DEEP W/ GEOTEXTILE FABRIC BASE
TOP OF DAM = 404.00
EMERGENCY SPILLWAY =403.00
I� 15'
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
EMERGENCY
SPILLWAY
10' TOP OF DAM (MIN) = 403.00
BERM: BERM:
3:1 MAX 3:1 MAX
TOP OF DAM
OVERFLOW STRUCTURE = 404.00
(SEE DETAIL THIS SHEET)
I. f.'.
2" CHOCKING
STONE
( #8 OR #89)
................... '. '.'.l
© 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.
NOTE:
1. THE CONTRACTOR SHALL INSTALL BIORETENTION FACILITY MEDIA AS NEEDED
TO OBTAIN A PERMEABILITY RATE OF 1 - 2 IN /HR AFTER INSTALLATION.
14-SB -021
HTE #: 15 -0169
Approved by the Town of Cary
Development Review Committee
Planner:
Date:
P R � • °;RY
DO Nf T LSE FSOL CONtTREJCT I ON
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Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] •
s andec.com
December 18, 2014
S &EC Project # 12230.W5
To: NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 9th Floor
512 North Salisbury Street
Raleigh, NC 27604
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: The Estates at Young Subdivision
Cary, Wake County, NC
On behalf of the applicant, Young Family Timber Holdings, LLC (Attn: Linda R. Young) please find attached a
complete application and supplemental information requesting a No Practical Alternatives review. Please contact me
at (919) 846 -5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
The Estates at Young Subdivision
Project Type
Residential Development
Owner / Applicant
Young Family Timber Holdings, LLC
County
Wake
Nearest Town _
Cary
Waterbody Name
UT to Crabtree Creek
Basin
Neuse
Index Number
27-33-(l)
Class
C, NSW
IMPACT SUMMARY
Riparian Buffers (Square feet):
Zone 1: 1,458 s Zone 2: 939
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0
Total Stream Impact (linear feet):
0
Attachments:
Pre - construction Notification (PCN) Application Form
Agent Authorization Form
1965 Deed
USGS Topographic Map & NRCS Soil Survey Map
DWR Surface Water Determination letter (NBRRO 14 -045)
Impact Sheet
Existing Conditions
Site Plan
Plan and Profile
Stormwater Manaqement Info -1 coov
Grading and Drainage Plan -sheet C3.1
Bioretention Facility #1 Plan and Details
Bioretention Facility #2 Plan and Details
Bioretention Facility #3 Plan and Details
Email from Engineer
'i

DlArR
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 026 .0233 (8)(b), .0243 (8)(b),.0250 (11)(b),.0259 (8)(b),.0267 (11)(c),.0607 (e)(2) - Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
FORM: BA 10 -2013 Page 1 of 5
A. Applicant Information
1. Project Information
1 a. Name of project:
The Estates at Young Subdivision
1 b. County:
Wake
1c. Nearest municipality:
Cary
Id. Subdivision name:
The Estates at Young Subdivision
1e. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2. Owner Information
2a. Name on Recorded Deed:
Young Family Timber Holdings, LLC
2b. Deed Book and Page No.
Deed Bk: 14601; Page No.: 1705
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
Old Deed records (see attached) show that the lot was created in December 1964,
map book and page could not be located.
2d. Responsible Party
(for Corporations):
Linda R. Young
2e. Street address:
5302 Lair Drive
2f. City, state, zip:
Greensboro, NC 27407
2g. Telephone no.:
336- 763 -3710
2h. Fax no.:
N/A
2i. Email address:
N/A
3. Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ® Other, specify: Owner representative
3b, Name:
Linda R. Young
3c. Business name
(if applicable):
Young Family Timber Holdings, LLC
3d. Street address:
5302 Lair Drive
3e. City, state, zip:
Greensboro, NC 27407
3f. Telephone no.:
336- 763 -3710
3g. Fax no.:
N/A
3h. Email address:
N/A
4. Agent/Consultant Information (if applicable)
4a. Name:
Deborah E. Shirley
4b. Business name
(if applicable):
Soil & Environmental Consultants, PA
4c. Street address:
8412 Falls of Neuse Road, Suite 104
4d. City, state, zip:
Raleigh, NC 27615
4e. Telephone no.:
919 - 846 -5900
4f. Fax no.:
919 -346 -9467
4g. Email address:
DShirlev(&SandEC.com
FORM: BA 10 -2013 Page 1 of 5

FORM: BA 10 -2013 Page 2 of 5
S. Project Information and Prior Project History
I. Property Identification
la. Property identification no. (tax PIN or parcel ID):
0753 -66 -3382
1 b. Site coordinates (in decimal degrees):
Latitude: 35.7732
Longitude: - 78.8128
1c. Property size:
34.61 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Crabtree Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW Index #: 27- 33 -(1)
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing conditions consist of forested land with large pond and tributaries flowing into pond. Property also
includes residential structure, detached buildings and dilapidated recreational facilities.
3b. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 1,587 linear feet, pond surface area is approximately 139,058 SF
3e. Explain the purpose of the proposed project:
The purpose of the project is to construct a sanitary sewer connection to an existing utility easement. This
sanitary sewer will service the proposed residential development.
3f. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of a residential development with roads, residential lots, utilities and stormwater
BMP's. Specifically, this project includes an aerial sanitary sewer crossing on the SW comer. Equipment to be
used includes excavators, bull dozers, bucket loaders and other typical equipment used during grading,
excavating and construction activities.
4. Jurisdictional Determinations
4a- Have jurisdictional wetland or stream determinations by the
i ® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
I Comments:
project (including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Soil &
Name (if known): Steven Ball
Environmental Consultants, PA
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
On February 18, 2014, Mr. James Lastinger with the USACE conducted a site visit to verify jurisdictional streams
and wetlands, the Jurisdictional Determination package has been submitted for signature; On February 20, 2014,
Mrs. Sara Knies with the NCDWR conducted a site visit to verify riparian buffers and intermittent/perennial
determinations of the jurisdictional streams, see attached NBRRO @14 -045
5. Project History
5a. Have permits or certifications been requested or obtained for this
❑ Yes ® No El Unknown
project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
N/A
FORM: BA 10 -2013 Page 2 of 5

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? yes El No
6b. If yes, explain.
N/A
FORM: SSGP3080 8 -13 Page 3 of 5

C. Proposed Impacts Inventory
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Utility
1. Buffer Impacts
corridor limited to 20' wide.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
la. Project is in which protected basin?
j Neuse ❑ Tar - Pamlico ❑ Catawba
Randleman ❑ Jordan ❑ Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation, then you MIUST fill out Section D of this
form.
Buffer impact
number—
Permanent (P)
or Temporary T
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/ mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
131 ®P ❑ T
Aerial Sanitary
Sewer
Allowable
UT to Crabtree
Creek
❑ Yes ® No
1,458
939
B2 ❑ P ❑ T
(square feet
Zone 1
❑ Yes ❑ No
3 (2 for Catawba)
B3 ❑P ❑T
Zone 2
El Yes El No
B4 ❑ P ❑ T
required:
2c. If buffer mitigation is required, is payment to a
❑ Yes ❑ No
mitigation bank or NC EEP proposed?
B5 ❑ P ❑ T
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
� I
❑ Yes ❑ No
Total
buffer impacts 1
1,458 1
939
1 C. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Utility
crossing designed at near perpendicular angle and aerial, therefore avoiding impacts to stream. Construction
corridor limited to 20' wide.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The Erosion & Sediment Control plan will be reviewed and approved by the Town of Cary; measures such as silt
fencing, tree protection fencing, and other typical E &S measures will be utilized to project water quality and
riparian areas.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
101 ® No
mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation
required:
2c. If buffer mitigation is required, is payment to a
❑ Yes ❑ No
mitigation bank or NC EEP proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
� I
FORM: BA 10 -2013 Page 4 of 5

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
la.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ® No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
public (federal /state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
by First Class Mail via the US Postal Service:
1.
Environmental Documentation
OR NC DWR, Transportation Permitting Unit
la.
Does the project involve an expenditure of public (federal /state /local) funds or the use of
❑ Yes ® No
Raleigh, NC 27604
public (federal /state) land?
For all other projects sent by delivery service
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
OR Karen Higgins
environmental document pursuant to the requirements of the National or State (North
NCDWR - 401 & Buffer Permitting Unit
1650 Mail Service Center
Carolina) Environmental Policy Act (NEPA/SEPA)?
Raleigh, NC 27699 - 1650
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 026.0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
D�-JaWel 77. nIVICt- &I )(�0-4 L (- 1 7� 1 i L 1 Applicant/Agent's Printed N me Applicant/Agent's Signa D
re 17--
ate
(Agent's signature is valid only if an authorization letter fr m the applicant is provided.)
Send this completed form and accompanying documents to the following:
For government transportation projects sent
For government transportation projects sent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedEx, etc):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1650 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
For all other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc):
Karen Higgins
OR Karen Higgins
NCDWR - 401 & Buffer Permitting Unit
NCDWR - 401 & Buffer Permitting Unit
1650 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
FORM: BA 10 -2013 Page 5 of 5

Soil & Environmental Consultants, PA
8412 im,& of N—c IIH, Raleigh, ',C27615 • Phma : OVA ",i9Q) • Fax: O19)846-9467
%mdmx.
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Young ProwM S&EC Project # 12234
Date: / Z — /O— /
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: Raleigh Restulatga Field Office
I, the undersigned, a duly authorized owner of record of the property/properties Identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Sal & Environmental Consultants, PA (S &EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and /or Section 10 of the Rivers and Harbors Act of 11399. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
govemment officials to enter the property when accompanied by S&EC staff. You should call
SSLEC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (P1N): — %S3 — g rLe — 3 -3 10
Site Address:
City, County, State:
PROPERTY OWNER INFORMATION:
Name: YD U& 4ozra�n Ill ��
Mailing Address: 5302 4 ,r P;5 7 G,
Telephone Number: `3 3& `74, 3 -3 7/ O
Property Owner (please print) Date
Property Owner Signaturi/ `/
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

(Page 1 of 2)
Bk001630PG00449
PNDtLIIiA
OU1630 Pm449
W= COUM
THIS D&ED, made this 30th day of December, 1964, by Lois W. Horton, widow
of J. Marvin Horton, of Wake County, North Carolina, Wilbur $. Horton and wife,
. Ij Odell* W. Horton, of Beaufort Oounty, North Carolina, and Clarence E. Horton and
wife, Anna Horton, of Cabarrus County, North Carolina, parties of the first part,
to Herbert C. Young and wife, Peggy B. Young, of Wake County, North Carolina,
.•. parties of the second part:
WiTNESSETH, that the said parties of the first part, in consideration of the
sun of One Hundred Dollars and other valuable consideration to them paid by the
parties of the second part, the receipt of which is hereby acknbwiedged, have
bargained and sole, &M by these presents do bargain, sell am convey to the par-
ties of the second part, and their heirs and assigns, all of their right, title
end interest, tho sane being a one -fifth undivided interest, in am to a tract or
is parcel of land in Oary 1btmahip, Wake County, North Carolina, PrA oeseribed as
follows;
1
Beginning at the center of the S. A.:, Railroad in Hawk ns
Jones' line, and running thence North 68-3/4 degrees West 72 poles
I1
(1168 feet) to a stake, Charlie Belvin's corner; thence North 5 de-
grees West 44 poles (726 feet) to a stake in said Belvin'e comer;
thence North 88-1/4 degrees hest 91-4/5 poles-•(1514.? feet) to a
stake at corner of lot No. 2 according to a plat of division. made
February 27, 1895, by d. ?. Adams, Surveyor; thence South 1 degree
f_
%at 102 -2/5 poles (1689.6 feet) to a stake; thence South 89 -1/2 de-
grees East 3.0 poles (2310 feet) to said railroad; thence North 23 -1/2
degrees East 62 poles (1023 feet) to the point of beginning, and con -
t8iniin 78.5 acres, more or leas.
There is excepted from the above described lams a parch_ con-
taining 13 acres which has heretofore been cut off and conveyed to
H. E. Young anc wife by G. A. Young and wife: See Hoek 974, page
4
21x5, -stake w ,
-u,. y Megistry.
The lara ._rove described is that devised to D. ., .ourf, ay
!
Rebecca Yo4a ',r..; recorded in Book of idile "N ", ...,najia i06,
office of the :lor,* o_ the Superior Court for :fake Lbumy, North
Carolina. D. :. Young died intestate July 23, 1957, iaavinng as his
only heirs at law a widow, Stalls Young, now 49ceasea, a nrother,
"a
H. E. Young, a oro..her, G. A. Young, a brother, Carl Young,, four
1'
children of a deceased brother, J. M. Young, namely Mttie Mae Patrick,
•
J. Willard Young, ;iilton Young and Malpheus Young; am three children
"`
of a decease* sister, Geneva bung Horton, n=ely 4arvin iorton, now
deceased, C, Z. Horton and W. B. Horton.
The grantors in this deed are seized of a one -fifth interest in
•'
the land described above.
TO HAVE AND TO HOLD the aforesaid one -fifth undivided interest in said tract
or parcel of land, and all privileges and appurtenances thereunto belonging, to the
said parties of the second part, and their heirs and assigns, in fee simple forever.
And the parties of the first part, for themselves and their heirs, executors
a.: =— .,+ I mgli n. .c. *0 9;6W
``x'''919.816.1100 pultegroupinc.com

(Page 2 of 2)
BKO0163OPGO0450
1&Pulte en16:30 6 450
z. dwsinistrators, covenant with the parties of the second part, and their heirs
.n...asigns, that they are eeiaed of said one -fifth undivided interest in said
nand to fee and have the right to convey the same in fee ainple; that the same
are free and clear of all encumbrances, and they hereby warrant and'-will forever
defend the title to the sane against the claims of all persons whomsoever.
IN WITNB.SS H+I MMF the parties of the first part have hereunto set their
hands and seals the day and year first above written.
y�
? , /"f 0A,, ,- r (SEAL)
. y
Lois r
f bur . Hor ton
ton n �
Its I
Odelle N. Horton
(�D
Clarence E. Horton
(SEAL)
Anna Horton
NDRTii L.AFDLINA
WAK$ COH)HT
I.. a Notary Public in and for the afore -
�" `sa do here certify that lois W. Horton, widow, personally
i., �.a�p 'Rd before we this day and acknowledged the due emcntkaziof the foregoing
+3 e ofbutmeyanoe.
Ui• ness iiW hard and notarial Beal day of
Notary Public
oamaission expires / O -�-.r - & .-
NDRTH CARDLINA
BEAUR. ,P'{' COUNTY
,, !:• Ce a Notary Public in and for the afore -
said °t y'and state, do hereby certify that Wilbur F.• Horton and wife, Odelle W.
,pstpjr,,4Vfbpnel3y appeared before me this day and jLc owladged the due execution
a£' the i?'ogv31,>ng' deed of conveyance.
afittie6gp4 hard and notarial seal this day ofrr�s
Notary PublU
ltv commission expires
FORM 1 NOM rot e1 w.
rk. Ion,.Me - nieft. o d
to /k. sold A.d Ow ew""aho) be 4 WIMM my heed 1kb 60 &V F
reed iW IO/IOOM0ee M go— &Y et -
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SB
Wake Co., NC
Scale: •
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8412 Fa11s of Neuse Road. Suite 104, Ralcigh, NC 27615 -Phone: (919)H46-5900, fax: [phone]
2014 -01 -06 USGS Quadrangle eutdec.cont

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12230.W1
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Wake Co., NC
Scale:
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8412 Falls of Neuxe Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]D • Fax: [phone]
2014 -01 -06 Survey, Map Sheet 56 amtdec.cont

NCDENR Ell FEB 25 2014
North Carolina Department of Environment and Natural Resources
Division of Water Resources t ;
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, Ili
Governor Director Secretary
February 21, 2014
Steven Ball
S&EC
8412 Falls ofNeuse Road, Suite 104
Raleigh, NC 27615
Subject: Surface Water Determination Letter
NBRRO #14 -045
Wake County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 26 .0233)
❑ Ephemeral /IntermittentlPerennial Determination
❑ Tar - Pamlico (15A NCAC 213.0259)
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B .0267)
A
Project Name:
Location/Directions:
Subject Stream:
1346 Old Apex Road, Cary
Parcel is located at property address;
UT to Crabtree Creek
Determination Date: February 20.2014 Staff: Sara Kmies
Feature/Flag
E/UP*
Not
Subject
Subject
Start@
Stop@
Soil
Survey
USGS
To o
A
p
X
Throughout
Throughout
X
X
B
E
X
X
C
I (Includes
X
Sol
Confluence w/
A
X
X
D
+!�Ond)
-Ej
X
X
*E/I/P = Ephemeral /Intermittent/Perenniai
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR)•
None Carolina
VAC(,,ar
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet: vwvw.ncwaterouality.ora Location: 38DO Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunk/Affirmative Action Employer-50% Recycle&10% Post Consumer Paper

1346 Old Apex Road
Wake County
February 21, 2014
Page 2 of 2
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919) - 807 -6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919) - 554 - 4884.
If you have questions regarding this determination, please feel free to contact Sara Knies at (919) 791 -4200.
R pec Fully,
I
Danny Sm' , Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO /SWP File Copy

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2014 -01 -06 Survey, Map Sheet 56 + sandecsom

!r
I MPACT
DESIGNATION
A
ZONE 1 IMPACT ZONE 2 IMPACT 1/
INNER 30' OF OUTER 20' OF
NEUSE BUFFER NEUSE BUFFER / �� /
TYPE IMPACT (SO. FT.) (SO. FT.)
BUFFER IMPACT 1.458 939
s AERIAL CROSSING PROPOSED FOR STREAM >/
CROSSINGi CONSEOUENTLY. NO STREAM
IMPACTS PROPOSED FOR SANITARY SEWER /
LEGEND
20' ZONE 2
IMPACT
/ f 30' ZONE 1
%• i l� Sp. I %/. -, IMPACT
INSTALLATION. / �'� ` /120H�' pry q
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY STANDARDS AND DETAILS
LINE TABLE CURVE TABLE
LINE I DIRECTION DISTANCE CURVE I RADIUS 1 LENGTH I CHORD III IRECTION CHORD
L7 N89'S7'32 "W 32.46 C7 8223.13 54.70 514'5.06 "W 54.70
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CARY CRISTIAN SCHOOL
PIN: 0753675316
DB. 10383. PG. 210
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PROTECTION O - - TO ANY
DEMO DEMOLIT ON ON E• -
TREES TO BE REMOVED
X/ J
N/F
MARSHALL, LLEWELLYN BRADLEY IV
MARSHALL. DEBRA RICE
PIN: 0753667845
DB. 3097. PG. 691
M -68-021
HTE#: 16 -0469
Approved by the Town of Cary
Development Review Committee
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0 2013 BASS. NIXON A N NM INC. 53Y RESERVES ITS CMMM LAW COPYRIMT AND OVER PROPERTY NMTS N THESE PLMS THESE PLANS 0 ROOUCED, MMGED M COPIED N MY FRAM M MMNER YMA150E\ER. NOR ME 1HEY TO BE ASSIGIJED TO MY I PM WITHOUT nnT 11— — FIRRE65FT] WRI— PFRU1— AHO I.—T FIF RAtt u1VM r xF v Wr %
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IT'! THE LAW!
rH , TOWN OF CARY STANDARDS AND DETAILS AS OF JANUARY 1. 1906, NORTH CAROLINA STATE LAW
REDUI ES ANYONE EXCAVATING WITH MECHANICAL
EOUIPNENT ON HIGHWAY RIGNTS-M-WAY. PRIVATE
--------- NIM: UTILITY EASEMENTS. OR PUBLIC SPACES TO NDTIF
TM DESM NIEEM ALL CURRENT TOWN OF CARY STANDARD SPECIFWATIONS ALL UTILITIES TWO 121 WORKING DAYS PRIM TO
AM DETAILS EXCEPT VPIIERE SPECIMALLILY NOTED BELM DIGGING.
TEMP.
PT EXCEPTIONS TO THE TOM (IF CARY STANDARDS, NOTES:
OA ,�p Ul I. ALL PIPE LENOM ARE IWEASUNBD FrAN CENTMILINE
NC 1. THE PROPOSED SEWER CONNECTION TO THE EXISTING SANITARY SEWER OUTFALL ON THE WEST SIDE OF STRUCTURE TO CENTERUNE OF 9TRUC71IRE.
OF THE STE WILL BE MADE WITH LESS THAN A 90-DEGREE CONNECTION AND MORE THAN A 0.5-FOOT
DROP IN THE EJOSTING SEWER MANHOLE. THE REASON FOR THE EXCEPTION IS TO CROSS THE SWAM 2- CONTACT NORTH CAROLINA OME.CAUL CORM
A FEE4N-LIEU IIHALL BE PAID AT A NARROW POINT FOR W57ALLATFON OF CONCRETE PIERS FOR SUPPORTING THE AERIAL PIPING. PRIOR TO ANY CONffrRUCTM. INN) 572-480 EB
FOR THE REMANNINKI ROAD
VPKM90M DUE TO CONFLICT
OF ADJOINING PROPERTY LIN OLALL BE RESPONSIBLE FOR FIELD
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LEGEND:
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