20061804 Ver 16_More Info Received - Email_20170404

Homewood, Sue
From:Kevin Varnell <[e-mail]>
Sent:Tuesday, April 04, 2017 5:59 PM
To:Homewood, Sue
Cc:Mike Stocks
Subject:Flowers Pod NE-2 and NE-5
Attachments:CE-10.pdf; NE-2 and NE-5 Additional SWQ Calcs.pdf; CE-01.pdf; CE-09.pdf
Sue,
I appreciate your thorough review and offer the following responses in red:


The documentation you submitted notes that 15% of the impervious surfaces of the project are to be bypassed (23

homes and 14, 461 sf of road drainage). Can you explain this further. The stormwater requirements are to include all
impervious surfaces at build out.

Per DWR Policy Impervious Areas that are bypassed may be allowed as long as the required water treatment volume is
accounted for in the SCM. Please find the attached calculation that should have been included in your original packet
showing the required volume and the volume provided in the SCM. It appears that it may have been left out of the
original submittal. I do apologize.


The Design Manual and MDC for all SCMs as found here, requires that all SCM’s provide for erosion protection at the

inlet and the outlets. I didn’t see calculations and/or riprap at the inlet/outlets.

I believe you were sent a slimmed down version of the calcs and plans. Please find the attached Erosion Control Sheet
that shows the Outlet Protection and the calculations associated with those.


The MDC for all SCMs requires that SCMs shall have a method to draw down any standing water to facilitate maintenance

and inspection but I did not see this shown on the plans.

A note has been added to Sheet CE-09 to say that a Portable Pump shall be used during maintenance and emergencies.


The MDC for all SCMs requires that the SCM shall include an overflow or bypass device but I did not see an emergency

spillway shown on the plans.

A 20' Wide Emergency Spillway has been added to Sheet CE-09 attached.


The MDC for all SCMs requires that every SCM shall be made accessible for maintenance and repair including access to

the nearest public right of way that is a minimum of 10 feet and does not include lateral or incline slopes that exceed
3:1. I did not see that this has been provided.

A 15' Wide BMP Access Easement is shown between Lots 30 and 31 at a slope of 6.25%. Please let me know if this is not
acceptable.


The MDC for all SCMs requires that SCMs be located in permanent recorded easements and I did not see an easement

shown on the plans.

The BMP is located on property that is Common Area and will be owned by the HOA. See Sheet CE-01 attached.


The MDC for Wet Ponds requires that the dam structure shall be vegetated with non-clumping turf grass. Please provide

a vegetation plan for the dam/embankment structure.

1

See Seeding Note added to Vegetation Table on Sheet CE-09.

I appreciate your time and effort. Do not hesitate to let me know if you have any questions or concerns.

Sincerely,
Stocks Engineering, PA

J. Kevin Varnell

J. Kevin Varnell

Our Competitive Advantage
We build long term relationships with our clients by being Creative,
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2

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FILE NO. 2016-056
HORZ. SCALE: 1"=100'
VERT. SCALE: NONE
CE -01
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
132.08
425.00
17'48'21"
66.58
S39'55'40"E
131.55
C2
120.86
425.00
16'17'36"
60.84
N40'41'02"W
120.45
C3
11.22
425.00
1'30'45"
5.61
N31'46'51"W
11.22
C4
192.04
125.00
88'01'27"
120.76
S75'02'1 2"E
173.70
C5
197.54
579.83
19.31'11"
99.74
N51'11'29"E
196.59
C6
92.89
579.83
9'10'43"
46.54
N36'50'32"E
92.79
C7
139.04
325.00
24'30'46"
70.60
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137.99
C8
375.31
1059.56
2017'42"
189.64
S17'53'16"W
373.35
C9
205.35
175.00
6713'55"
116.34
N05'34'50"W
193.77
C10
504.26
255.00
113'18'05"
387.47
S84'09'1 0"W
426.02
C11
27.36
225.00
6'58'03"
13.70
N30'59'08"E
27.34
C12
179.30
645.00
15'55'39"
90.23
N42'25'59"E
178.72
C13
106.42
225.00
27'05'59"
54.23
N44'34'29"W
105.43
C14
129.51
325.00
22.49'57"
65.63
S42'26'27"E
128.66
C15
78.68
325.00
13'52'17"
39.54
N48'44'42"E
78.49
C16
56.19
225.00
1418'27" 1
28.24
1 N34 -39'20"E
56.04
C17
390.01
825.00
27'05'10" 1
198.72
1 S41 *02'42"W
386.39
52.5'
25' BB
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SCALE: 1 " = 100'
TTI
0 100 200 250 500
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
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19843
PIAEL
• //��Q 111 ►111\`
CONSTRUCT/ON
PLAT
REVISIONS -111
FILE NO. 2016-056
HORZ. SCALE: 1"=100'
VERT. SCALE: NONE
CE -01

MM
\ \
\ / \ `�, 28 LF 24" RCP @
1
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MM
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\ D.I. 51 5% W/6 FES
TOP 20\ 00 INV. FES 203.5
\INV. IN 24.50 \
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0 30 60 75 90
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THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
Conversion Procedure - Sediment Basin to Wet Detention Pond
1. After the site is completely stabilized, contact Stocks Engineering @ 252-459-8196 for verification
of completion and stabilization.
2. Contact Johnston County for approval to remove
all temporary erosion control measures.
3. Upon approval from Johnston County, begin the conversion of the wet pond
from a temporary sediment trap to a permanent BMP as follows.
4. If standing water is in the basin, contractor shall pump the water out discharging through a silt
bag.
5. Bring the side slopes surrounding the pond and vegetated shelf to the proposed grade.
6. Contractor shall excavate the bottom of the pond to the depth of the proposed basin.
7. Excavated material must be disposed of in an approved off-site location.
8. Care must be taken to prevent any sedimentation/re-sedimentation during this process, as
sediment deposits in the bottom of the pond may affect the depth.
If any sedimentation occurs during this process, Contractor shall remove sediment immediately.
9. Contact Stocks Engineering O 252-459-8196 to inspect excavated pond before continuing
construction.
10. Upon approval of Stocks Engineering, continue constructing pond per details. Establish appropriate
permanent vegetation around pond as soon as possible.
11. Upon completion of pond construction, remove sediment from silt fence and dispose of at an
approved off-site location. Plant vegetated shelf and seed and mulch side slopes.
12. Contact Stocks Engineering ® 252-459-8196 to inspect completed pond before placing pond in service.
STAGE/STORAGE TABLE
STAGE
ELEVATION
CONTOUR
AREA (SF)
INCREMENTAL
STORAGE (CF)
TOTAL
STORAGE (CF)
0
204.50
91,748
0
0
0.50
1 205.00
99,777
47,881
47,881
QM
206.00
104,670
102,224
150,105
L1.50
2.50
207.00
109,620
107,145
257,250
NOTE:
CONTRACTOR TO COMPACT BOTTOM OF POND TO
ENSURE INFILTRATION IS LESS THAN 0.01 IN./HR.
NOTE:
A PORTABLE PUMP SHALL BE USED DURING
MAINTENANCE AND EMERGENCIES.
VEGETATED SHELF LANDSCAPE PLAN
ALL PLANTS SHALL BE 3" CONTAINER PLANTS.
BELOW PERMANENT POOL
Botanical Name Common Name
OTY.
Iris virginica Blue flag iris
35
Ludwigia spp. Primrose willow
35
Peltandra virginica Arrow arum
35
ABOVE PERMANENT POOL
Botanical Name Common Name
QM
Eupatoriadelphus dubius Dwarf Joe Pye Weed
35
Lobelia cardinalis Cardinal flower
35
Lobelia siphilitica Great blue Lobelia
35
POND SLOPES LANDSCAPE PLAN
POND SLOPES SHALL BE VEGETATED WITH BERMUDA
GRASS AT A RATE OF 60 LBS. PER ACRE.
5 %
4
2'x3' DROP INLET
WITH TRASH RACK
TOP 206.00
3" PVC ORIFICE
© 204.50
W/90° ELBOW
FILL BOTTOM
W/CONCRETE
BOTTOM
OF BOX
203.00
3
1.65 FT. FREEBOARD - 1 YEAR STORM 205.35 1 F
3
�1
PERMANENT
POOL 204.50
2 2 2 10:1
�1 1 F_ 1 VEGETATED
SHELF
BOTTOM
POND 197.00
WET DETENTION POND PROFILE
NOT TO SCALE
TOP OF
DAM 207.00
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19843 =
4f�CNAEL S�v��•`�•
2-1-17
BMP
DETAILS
REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=30'
VERT. SCALE: NONE

BEFORE YOU DIG,
CALL
a00
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
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I MAN 67
STRAUNCROSSIAK9
NOT TO SCALE
Notification of Land Resources Sediment and Erosion Control Self Inspection Program:
The Sedimentation Pollution Control Act was amended in 2006 to require persons responsible for land disturbing activities
inspect a project after each phase of the project to make sure that the approved erosion and sedimentation control plan is
being followed. Rules detailing the documentation of these inspections took effect October 1, 2010. To simplify
documentation of Self -Inspection Reports and NPDES Self -Monitoring Reports, a combination form is now availible. The new
form was developed to satisfy the requirements of the Sedimentation Pollution Control Act and the NPDES Stormwater
Permit for Construction Activities, NCG 010000. Beginning August 1, 2013, the Division of Energy, Mineral, and Land
Resources is responsible for administering both the SPCA and the NPDES Stormwater Permit for Construction Activities, NCG
010000. The combined form should make it easier to comply with self -inspection requirements.
The Combined Self -Monitoring form is availible as a PDF and Word document from the Land Quality web site,
http_//portal.ncdenr.org/web Ir erosion
If you have questions, please contact the Land Quality Section at a DENR Regional Office.
rii
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/ /i' 'i i�, '/r✓ \ / \ I ♦ l \, OUTLET
/ / %� / . / , _ a r > , / ♦ /r \ \\ \V♦ ex), CLASS B
TIE SKIMMER OUTLE rPgbTECTION
TO POND \
STRUCTURE
WETLANDS /8s, `\ \\\\\, / �,/ Inv. in�u..ou � `\ 1 I :.i ,� ��_� Au
Tay. au I zo3s1 \' �\ 1 \ I -
/ /r/ \ r/''' /i / /ya''�''♦��' // i }=%'�',,�� ` \ SILT / / / \ ♦ I
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FENCE '-�^ •\. ♦ 1 .,
.r\O \. \ \1S2CnSTRUCT A 83,876 S.F. x 2' DEEP SKIMMER
\ \ OUT
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3 BAFFLES AND A 30' WIDE x 0.5' DEEP CLASS B
\ rte\\ \ ,
;--- .00./ \� \ I \�RIP-
FENCERAP WEIR PER DETAIL.
j / // \ \ /// �♦ r / /�/ill i _- __ OUTLET'S
1177
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SKIMMER SEDIMENT BASIN
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SLOPE DRAIN ,------%�''-
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
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2-1-177
EROS/ON
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REVISIONS
FILE NO. 2016-056
HORZ. SCALE: 1"=100'
VERT. SCALE: NONE
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