20130014 Ver 1_More Info Received_20130219

13 - 'Do 11+
Summey Engineering Associates, PLLC
SEA Engineering • Land Planning • ConsultinW11 ` RECEIVED
PLLC P.O. Box 968 - Asheboro, NC 27204 N.C. Dept of ENR
(336) 328 -0902 / Fax: [phone] / Mack @asheb6ro.cFEB 14 2013
E ^"
Winston -Salem
TRANSMITTAL Regional Office
Date: February 6, 2013
To: Ian McMillan Re: Ace /Avant
NCDENR Division of Water Quality 401/404 Additional Information
585 Waughtown Street Request
Winston - Salem, NC 27107 SEA Job No. E -2137
We are sending you attached the following items:
❑
Shop Drawings
❑
Samples ❑ Copy of Letter
❑
Prints
❑
Specifications ❑ Other
®
Plans
❑
Disk
# Copies
Drawing #
I Description
Disposition
3 ea.
Plans - Revised
For Your Review
Remarks: Hi Ian
Here is the additional information Sue Homewood requested and she asked that is end
you a copy also.
If you need anything else just let me know. p �^
Thanks! �QV
Mack
FER 1 9
By. Knde ate
H. Mack Summey, PE �+
c: File

\ 1. Obtain a pproval from NCDENR -D
WQ of stream restoration plan.
I ( �% _ _ 2. Work to be done during dry weather.
/ / / I \ \ 3. It is of inmost importance to minimize any futher stream disturbance.
i I ' / // // // ► \ \ \ 4. Rip rap to be removed with back hoe or track hoe making sure to not
excavate stream below bottom of existing rip rap. some manual labor
may be required to remove all o r� rap. Sides o stream to be
y q f 'p p• f
shaped
" � // ► 1 � / � / / // I , 3 � sha e d to original profiles and stabilized with matting material after
seeding. See detail is sheet.
STAPLE PA TTERN D O i
/ / / / / I �, � •y , _.-- \ \ \ \ 3.5 STAPLES PER S0. YD.
Fj
./ _
NNI 10
// /�� // // it _- \ \ \\ �� "-� \� \ X X X Qj
30 ,►.'".� / / / , i / // I I I \ \� / // ' \ \ \ \\ \ \ \ STAPLE PATTERN
3.8 STAPLES PER So. YD.
2
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N,
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_ —% --�"" /' / /' ' / ' L NfZ BANKS /I W I 1' / I / _ �� / / / /� \ / /� \�� \ \ \ \ //\
G SC1 a0 AND I I II i XII L
MOVED--- — \�/
"S D i i i I E S T. RIP RAP T B E R E M O VE Q I��, �, I
AN� STRE�M RESTOREp (SSE -
�. I + SEQUENCE ITHIS \
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4. �.
011
I. PREPARE SOIL BEFORE INSTALLING
/ BLANKETS, INCLUDING APPL /CA AON OF L /ME,
/ ' / / l / / /' / / / /\ / / / / / / / / / / / / / / / / / \ FERTILIZER, AND SEED. cC
/ 2. BEGIN A T THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP
/ / / / / / / i / ! / / -" X 6" WIDE 7RENCH. BACKF /LL AND COMPACT THE TRENCH AFTER
/ / / / /� / / / / •� / / ,,� / / J. ROLL CENTER ,' STAPLING
/ ,/ / / / I I - `� / / / / / / / / / / / / BLANKET IN DIRE' T70N OF WATER FLOW ON: BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER EK (SHINGLE STYLE) WITH A 6" OVERLAP. USE A
DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
30 ` / j \ \ \ \ / / / / /� / / / / / , , / / — 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED
I
6 DEEP X 6 WIDE 7RENCH. BACKF /LL AND COMPACT THE 7RENCH AFTER Z
,/ / / / / / / / / // / /' / ' // �/ _� STAPLING
/ / _�� / / / / ! / / — _ _ 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OI/ER THE CENTER BLANKET z
1001
AND STAPLED (2 FOR C350 MATTING). �
7 IN HIGH FLOW CHANNEL APPLICA 77ONS, A STAPLE CHECK SLOT IS RECOMMENDED �L �►.. z
AT 30 TO 40 FOOT IN7FRVALS USE A ROW OF STAPLES 4" APART OVER EN77RE z
WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A 0 M
� / / / / / / / / / / / \ / / / / _---- T:•, _ .STAGGERED PATTERN. " " � v
/ /Z / / / / /` 8. THE 7ERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 DEEP X 6 W/DE
TRENCH. BACKF /LL AND COMPACT THE TRENCH AFTER STAPLING, p�
G..
Y / / / / / / ..:...... �•.. 0
:. NORTH AMERICAN GREEN - �' D
c.
TEMPORARY DITCH LINING Z
100, / / INSTALLATION GUIDE �- 1-1
/ / / ! —_ _- - - - --- , \ ii /iii, // // // // / / / / / �� / // //� // /'/ / . :•/ N. T. S. Ldl o_
/ / / / / / / / "' .._ — — — — — —_ /,/ // // / / / / / / / /� / / / , ',•. L •••' : /.. .., /
ESTABLISHING PERMANENT FTATd 4i:
THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING DAYS
AFTER IN L GRADE IS REACHED ANID% SHALL BE IN ACCORDANCE WITH THE PREVIOUS W
ONS AND THE FOLLOWING :APPROPRIATE PERMANENT SEEDING SCHEDULE.
/
loo,
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loll 1-1 100,
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// /� '
/ ` / I l / / / / / / / / / /•
PERMANENT SEEDING SCHEEDULE - HIGH MAINTENANCE AREAS — PIEDMONT:
PLANTS & MIXTURES
PLANTING RATES
PLANTING DATE
TALL FESCUE
75 lbs.
Aug 15 — Nov 1
RED FESCUE
25 lbs.
or Feb 15 — May
TALL FESCUE &
60 lbs.
Feb 15 — Apr 30
SERICEA LESPEDEZA
30 lbs.
or Nov 1 — Feb
TALL FESCUE (SCAR.) &
30 The
ZE
TALL FESCUE (UNSCAR.) &
60 lbs
July — Aug
BROWN TOP MILLET
30 lbs
TALL FESCUE (SCAR.) &
30 lbs
Nov 1 — Jon
TALL FESCUE (UNSCAR.) &
70 lbs
July — Aug
WINTER WHEAT
25 lbs
TALL FESCUE &
70 Ibs
May 1 — June
WEEPING LOVE GRASS
5 lbs
COMMON BERMUDA GRASS
8 —12 lbs. HULLED'
Apr 15 — June 30
15 -20 lbs, UNHULLED
Feb 1 - March
MULCHING:
� � / � / / + / / / / / � '• . ,'• .. /.,•• .:., •: •., • . •:. .•
I / / / MULCH SHALL BE SMALL GRAIN STRAY' APPLIED AT THE RATE OF 1.5 TONS PER ACRE (APPROX
Ly
AZ4 U.
/ 60 BALES) TO ALL SEEDED AREAS. NQUI -CH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR c0 y
Lb / / / / / / / , / / BUNCHES OF MATERIAL MULCH SHAL, BE APPLIED IMMEDIATLEY AFTER SEEDING AND gi 3 u Z
/ / / PREFERABLY ON THE SAME WORKING SAY THAT THE SELECTED AREA IS SEEDED. ANCHOR STRAW o ae
BY TACKING WITH ASPHALT, ROVING (SR NETTING BY CRIMPING WITH A MULCH ANCHORING TOOL in p Q (5 o
ON STEEP SLOPES, USE A DULL HARFOW SET SO IT WILL NOT COVER THE MULCH. v
/ `_ — _/ ) / / / / l / / / / / l / l / / / / l•; { I MAINTENANCE AND RESEEDING
l / I / . THE CONTRACTOR SHALL MAINTAIN ARw` SEEDED AREAS, UNTIL ACCEPTANCE OF THE
B �RE YOU �DI'G A WORK BY Sheet No.
!E WATERING, MOWING, AND WEEDING AiIII AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND FOR
PALL 1 — $f�9`632 -4949 / / / , / / / / / 1' / / / / / / / / / ANY REASON WHATSOEVER, SHALL BE RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED
y / / : / r HEREIN. DAMAGE RESULTING FROM M51SION, GULLIES, WASHOUTS, OR OTHER CAUSES PRIOR TO
N.C. ONEtCALL CENTER ) / / / / / / / / ? / / / / / / / ACCEPTANCE SHALL BE REPAIRED BY lFEFILLING WITH TOPSOIL, AND RETREATED FOLLOWING THE
/ / / / / GRASSING PROCEDURE SPECIFIED HERON. (5
THE LAW !
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MULCHING:
� � / � / / + / / / / / � '• . ,'• .. /.,•• .:., •: •., • . •:. .•
I / / / MULCH SHALL BE SMALL GRAIN STRAY' APPLIED AT THE RATE OF 1.5 TONS PER ACRE (APPROX
Ly
AZ4 U.
/ 60 BALES) TO ALL SEEDED AREAS. NQUI -CH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR c0 y
Lb / / / / / / / , / / BUNCHES OF MATERIAL MULCH SHAL, BE APPLIED IMMEDIATLEY AFTER SEEDING AND gi 3 u Z
/ / / PREFERABLY ON THE SAME WORKING SAY THAT THE SELECTED AREA IS SEEDED. ANCHOR STRAW o ae
BY TACKING WITH ASPHALT, ROVING (SR NETTING BY CRIMPING WITH A MULCH ANCHORING TOOL in p Q (5 o
ON STEEP SLOPES, USE A DULL HARFOW SET SO IT WILL NOT COVER THE MULCH. v
/ `_ — _/ ) / / / / l / / / / / l / l / / / / l•; { I MAINTENANCE AND RESEEDING
l / I / . THE CONTRACTOR SHALL MAINTAIN ARw` SEEDED AREAS, UNTIL ACCEPTANCE OF THE
B �RE YOU �DI'G A WORK BY Sheet No.
!E WATERING, MOWING, AND WEEDING AiIII AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND FOR
PALL 1 — $f�9`632 -4949 / / / , / / / / / 1' / / / / / / / / / ANY REASON WHATSOEVER, SHALL BE RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED
y / / : / r HEREIN. DAMAGE RESULTING FROM M51SION, GULLIES, WASHOUTS, OR OTHER CAUSES PRIOR TO
N.C. ONEtCALL CENTER ) / / / / / / / / ? / / / / / / / ACCEPTANCE SHALL BE REPAIRED BY lFEFILLING WITH TOPSOIL, AND RETREATED FOLLOWING THE
/ / / / / GRASSING PROCEDURE SPECIFIED HERON. (5
THE LAW !
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