20120124 Ver 1_Site Plan_20120215

• ORR"s I'MI
HAYNES LAKE DAM
FORSY 11_7H
Winston Salem, NC
Pin No.: 6806-61-9437.00 and
SHEET LISTING:
Line Legtnd
•
08.11.2011 - Revisions Per 5.25.2011 DENR letter
11.28.2011 -Revisions Per 9.30.2011 DENR letter
Svmbol-Lea-end
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.1l.dwg, 11/30/20113:06:36 PM

PIN: 6806-61-4446.00
Block/Lot: 6235/008
Owner: D Coleman and Christine 0 Hastings
Deed Bk-Pg: 2084-3878
SSA flhtain i-qQPmPntz qQ npPrIpti
Silt Fence stone outlet Details page right.
Existing
field I
Use portion of circular private street for
staging of materials and equipment as needed
and approved by Milhaven Association.
Remove fence to provide for entry
of equipment and materials. To be
repla ced upon completion of work.
Emergency Spillway to be lowered slightly as part of
repairs. See Engineering drawings for details.
limits J,
k
Lower water to "approx. 8_30' ,for constfuction
777 Obtain easements as needed for work on others.
needed. Tobereplaced
upon completion of work.
PIN: 6806-61-6144.00
Block/Lot: 3414A/001
Owners: Doffel Brown and Tanya R Wiley
Deed Rk-Psi
F Contours shown.
Field located and tied to
as-built elevations for
adjacent sewer line.
NOTE:
Structural stone shall be (Class "B")
stone for erosion control purposes.
Sediment control stone shall be No.
5 or No. 57 stone.
Structural
Stone
CROSS SECTION
Total Acreage: --4.68 Ac± - -- -- Acres.
Disturbed Area: — 21,500 SF; -0.49 Ac. ± —_
Soils: — FaF, FcD2; Fairview Fine—and Clay
0
2'
Silt Fence
—SF—
Construction Entrance/Exit
Construction Limits
—Limits—
Diversions
Tv
Drainage Area Limits
—D—
Sediment Trap Baffles
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Inlet Protection
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GIS) --- <E:�
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PIN: 6806-61-4446.00
Block/Lot: 6235/008
Owner: D Coleman and Christine 0 Hastings
Deed Bk-Pg: 2084-3878
SSA flhtain i-qQPmPntz qQ npPrIpti
Silt Fence stone outlet Details page right.
Existing
field I
Use portion of circular private street for
staging of materials and equipment as needed
and approved by Milhaven Association.
Remove fence to provide for entry
of equipment and materials. To be
repla ced upon completion of work.
Emergency Spillway to be lowered slightly as part of
repairs. See Engineering drawings for details.
limits J,
k
Lower water to "approx. 8_30' ,for constfuction
777 Obtain easements as needed for work on others.
needed. Tobereplaced
upon completion of work.
PIN: 6806-61-6144.00
Block/Lot: 3414A/001
Owners: Doffel Brown and Tanya R Wiley
Deed Rk-Psi
F Contours shown.
Field located and tied to
as-built elevations for
adjacent sewer line.
NOTE:
Structural stone shall be (Class "B")
stone for erosion control purposes.
Sediment control stone shall be No.
5 or No. 57 stone.
Structural
Stone
CROSS SECTION
Total Acreage: --4.68 Ac± - -- -- Acres.
Disturbed Area: — 21,500 SF; -0.49 Ac. ± —_
Soils: — FaF, FcD2; Fairview Fine—and Clay
0
2'
Silt Fence
—SF—
Construction Entrance/Exit
Construction Limits
—Limits—
Diversions
Tv
Drainage Area Limits
—D—
Sediment Trap Baffles
z
1AJ
Inlet Protection
0
Existing Grade (2007
GIS) --- <E:�
Finished Grade (Field
Located)
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WRAWN BY: ATC
[W-ATE: 03.30.2011
JOB NO: 11,100.010
REVISIONS:
08.25.2011 -Revisions Per 5.25.2011 DENR letter
11.28.2011 - Revisions Per 9.30.2011 DENR letter
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.11 EC ONLY.dwg, 11/30/20113:30:40 PM

Steel c
post
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4�
k ..
ON
Plastic or
wre ties
0
SEEDING
shall meet requirements established by the Erosion Control Technology
1. Rip the area to be seeded to a minimum depth of 4-6 inches.
2. Remove all loose rock,
roots, etc. leaving surface smooth and uniform.
3. Apply seed, agricultural
lime, fertilizer, and superphosphate uniformly and mix with topsoil.
Application rates below*.
Bridges on
4. Seed on a freshly prepared seedbed and cover the seed lightly with seeding equipment or
"Cultipack" after seeding.
5. Mulch immediately after
seeding and anchor mulch.
Application Rates:
clearly marked on the erosion
Agricultural Limestone -
2 Tons/Acre
Fertilizer - 10:10:10 at
800-1000 Lbs/Acre
SUDerphosphate - 500
Lbs./Acre of 20% Analysis Superphosphate
Mulch 1.5 Tons Small
Grain Straw/Acre (Approximately 60 Bales)
Anchor Crimp Straw
into soil with Machine or tack with liquid Asphalt at 400
Gallons/Acre or Emulsified
Asphalt at 300 Gallons/Acre
Plants % Mixture
Plantina Rates/Acre Planting Dates
Tall Fescue
80-150 Lbs/Acre Aug. 15 thru Oct. 15
Tall Fescue
100 Lbs/Acre Feb. 15 thru May
Tall Fescue
50 Lbs/Acre Feb. 15 thru Apr. 30 Scar.
Tall Fescue &
60 Lbs/Acre July thru August
Browntop Millet or
30 Lbs/Acre
Sorghum-Sudan Hybrids (Millet
& Surghum must be kept at 10-12" Max. Height)
Tall Fescue &
70 Lbs/Acre Nov. 1 thru Jan.
Rye (Grain)
25 Lbs/Acre
Common Bermuda Grass
8-12 Lbs/Acre (Hulled) Apr. 15 thru June 30
00
15-20 Lbs/Acre (Unhulled) Feb. 1 thru March
F,
!MAIM,
All IIIIIII
100' Min OR 4X Circumference of largest tire. Whichever is greater.
PLAN VIEW
100"Min. FP-- �vi ,_-+ nn
6*1211MR11112 "0
Compacted Soil
Coarse Aggregate
Flow
18" Min.
ME-
N • =
i• 3:1 Maximum Flow
S
A 0 ope
0 1 18" Min.
f .1.
9' Typical
Temporary Gravel Diversion Dike for Vehicle crossing
The SC150
shall meet requirements established by the Erosion Control Technology
Council (ECTC)
Specification and the US
Department
of Transportation, Federal Highway Administration's (FHWA) Standard Specifications
for
Construction of Roads and
Bridges on
Federal Highway Projects, FP-03 Section 713.17 as a type 3.B Extended-term Erosion
Control Blanket.
The SC150
is also available with the DOT SystemTM, which consists of installation
staple patterns
clearly marked on the erosion
control blanket
with environmentally safe paint. The blanket shall be manufactured
with a colored
thread stitched along both
outer edges
(approximately 2-5 inches [5-12.5 cm] from the edge) as an overlap guide for adjacent
mats.
Material Content
C
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F-
Matrix:
70% Straw Fiber
0.35 lbs/yd2
(0.19 kg/m2)
30% Coconut Fiber
0.15 lbs/yd2
(0.08 kg/m2)
Nettings:
Top -Heavyweight photoclegradable with UV additives
3.0 lb/1000
ft2 ( 1.47 kg/100 m2)
Bottom -Lightweight Photodegradable
1.5 lb/1000
ft2 ( 0.73 kg/100 m2)
Thread:
Degradable
SC150 is available in the following standard roll sizes:
00
Width:
6.67 ft (2.03 m) 16 ft (4.87 m)
Length:
m m
Weight:
t 10% 44 lbs (19.95 kg) 105.6 lbs (47.9 kg)
Area:
80.0 yd2 (66.9 m2) 192 yd2 (165.5 m2)
14MA ZIRIARKMA NVEMAIMUM10TAI RUA I
a II
STAPLE PATTERN GUIDE
S.67 (2.03 M) WIDE ROLLS
X
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1.7 STAPLES PER SQ. YD.
& a
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DRAWN BY: ATC
DATE: 08.25.2011
ll=M 11 1i
REVISIONS:
08.25.2011 - Revisions Per 5.25.2011 DENR letter
11.28.2011 -Revisions Per 9.30.2011 DENR letter
SCALE: Not to Scale
SHEET NO:
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 8.11.11 EC ONLY.dwg, 11/30/20113:26:46 PM
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DRAWN BY: ATC
DATE: 08.25.2011
ll=M 11 1i
REVISIONS:
08.25.2011 - Revisions Per 5.25.2011 DENR letter
11.28.2011 -Revisions Per 9.30.2011 DENR letter
SCALE: Not to Scale
SHEET NO:
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 8.11.11 EC ONLY.dwg, 11/30/20113:26:46 PM

Iijesign i-ne: /-v i ears
I-ace Area @ Normal Pond: 3.3 ± Acres
y Surf
Normal Pond Elev: 840.0'based on as-built sewer line data
IEmergency Spillway: 25Earthen Channel
E, Principal Spillway: 6'x 6'Concrete Riser and 36" DI Spillway
IStructural Height of Dam: 21.0'
IIII,7 K -PeeDee Basin
1> IR IPVT
Flows to: Muddy Creek
_P1 IIZ River Basin: Yadkin
IL2 PURPOSE OF REPAIR PLAN
T LU This repair plan is to address a NCDENR Notice of Deficiency Dated Oct 14, 2010
�OA and supporting documents addresses the following areas:
and subsequent NC DENR Notice of Inspection dated February It, 201 1. The plan
Illl1. Calculations and models of the adequacy of the principal and emergency
spillway to carry the design storm.
X X 2. A redesign of the principal spillway system.
I? co > 4 , e N i" / , 1, I �\,N 3. A new design for a bottom drain system. The original spillway and drain
N--7 system was abandoned and grouted closed some years ago. The current system
that replaced the original does not have a bottom drain.
4. A review of the emergency spillway to ensure it carries the design storm plus
Istreet storm drainage routed to this channel.
INAVEN 5. A repair of the wave erosion on the upstream slope of the dam.
AQ ILAKE DRIVO IIEY IIICONSTRUCTION SEQUENCE
f II . Obtain Dam Repair, Grading, and all other applicable permits prior to any land
I< O disturbing activity or construction.
I. . ... . . . t
IContractor shall schedule pre-construction meetings with Dam Safety
Ipersonnel, Erosion Control authority, Client and Engineer to discuss this
I< project and erosion control plan.
IV_ 3. Flag all construction limits. Install silt fence and any other erosion control
r measures needed as shown on the approved plan.
I,P AT: N36.0634 4. Contractor may pump or drain pond to elevation as indicated on EC Plans.
0.1954 LONG: W80.1954 5. Install proposed concrete riser box and principal spillway barrel as shown and
< y P > specified on approved plans.
W V, "N' 113 6. Remove the existing 6" riser and barrel system. Remove 18" RCP storm
IIdrainage pipe back to connection with existing 6 spillway barrel.
> ?" ? 7. Install the siphon drain system as shown and specified on the approved plans.
I< ll7� Ile as shown and specified on the approved plans.
< 8. Revise and reshape the emergency spillway and all necessary drainage channels
9. Repair wave erosion on upstream slope of dam using riprap as shown on
approved plans.
I10. Stabilize all disturbed areas and provide permanent seeding as specified on the
> 147220 Sq. Ft. Ir approv
3.38 Ac. ed plans.
IA I 1. Client's engineer shall provide as-built drawings to NC Dam Safety Engineer
\1�7 and receive authorization to operate dam prior to returning water level to
normal levels.
IL INOTES FOR THIS SHEET:
A f 1. This map is a compilation of information from deeds, county tax information,
structure
urainage Area s and topographic information furnished by the Forsyth County GIs.
It is shown for for the purposes of defining the overall drainage area and
general surrounding features to the site. Field data has been collected in the
2563667 Sq. Ft. -urther detailed maps to follow.
immediate area of the dam and lake for f
U /r . .. . ..... 58.85 Ac. T I2. This site is not currently located in a FEMA designated flood area.
IATER\COU N IIL )0�1 14 LLW/ IIPVT /f "fill 7 I< 7 J 0 y J, IEMERGENCY SPILLWAY CROSS SECTION (N.T.S.)
A I,GLADSTONEBURY ROAD,­ NI/X IIIfI4 of Dam EL: 842.8'
IITop
1/3 PMP EL: 841.8'
> > — — — — — — — — —
Ile 100 Year EL: 841.4' T1 50 Year EL: 84 ]X
.......... ......... .. < S, 71 pillwa LL: 64 I U I> 25Year EL: T40. 01
J//7 IN25.0' IT '01 IG s SN) NRO CO R 173 IIr INIIT -7— C3 t3l r T"
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JOB NO: 11100.010
REVISIONS:
e r
I t.28.2011 - Revisions Per 9.30.2011 DENR letter
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.1l.dwg, 11/30/2011 3:05:51 PM
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CLIENT/OWNER:
MILHAVEN
ASSOCIATION, INC
C/O Robert Moore
3151 Milhaven Lake Drive
Winston
Salem.) NC 27106
Phone: [phone]
Email: [e-mail]
DRAWN BY: ATC
DATE:
03.30.2011
JOB NO: 11100.010
REVISIONS:
e r
I t.28.2011 - Revisions Per 9.30.2011 DENR letter
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.1l.dwg, 11/30/2011 3:05:51 PM

M
Flowable fill poured around blocks
to form cradle. Minimum 8" either
side larger than outside pipe
diameter. Cradle should extend
from riser box to just beyond
connection between first and
second section of pipe.
3 TIMEL_ S 1.1
*UTLET PROTECTION DETAIL N.T.S.
PIPI
6" OF #57
STONE UNDEM
CLASS 2 STONA
IUM101MAJAINTA
I
12101a am KAI 10 1
A
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11E 11�
36"" D.I.P. Restrained Push-on
Spillway. Alljointstobe --
—
gasketed for water tight fit
Plastic Solutions Inc. (877-877-5727) trash
rack with access or equal
A-Lok Watertight sea] or
Poured concrete collar. (3000psi). equal at connection to Riser
I' Min. in all directions outside pipe.
Spillway INV: 836.0'
7Z
New Normal Pond EL: 840.0'
If riser should require sections then all
joints to be sealed with sealant rated
for continuous water immersion. See
specs.
w. J1 '1-_-::7_J
4
4
4 4
q--
Ar
------ -----
---- w,
Poured concrete cradle.
-44 6' x66' Precast Riser Box w/1 1W Grout flow lin
Riser and Anti-Float shall be installed
See Details. -
3.25'Deep Anti-Float Pour in, A into spi I [way
e
pipe ..... on firm natural ground. If sediments
0
Bottom of Box; 3000 PSI Concret
or silt is encountered in location
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engine to evaluate a more suitable
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location for the riser and block.
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7777-7777-
6
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Con
EL:
I Soils testing shall be required to determine if spillway trench soils provide for
adequate bearing for use of restrained joint pipe without additional thrust blocking.
2. Contractor shall notify Engineer immediately if soil bearing properties are inadequate
and require additional thrust blocking/collars.
3. All joints to be restrained push-on sealed with gaskets for water tight fit.
Existing Ground Elevations
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DRAWN BY: ATC
DATE: 03.30.2011
JOB NO: 11100.010
REVISIONS:
08.11.2011 - Revisions Per 5.25.2011 DENR letter
11.28.2011 - Riser Anti-float and optional drain revised
SHEET NO:
C -2

WIWI-
60'
83
irk 1 1. e I sec io I n
-See tails,-and specs.
82
1+87
I I
Fil t-e-Ir -di rag. m- drain.
#79M st0­ e and 4" Sch
40 perfor d-pipe tecoixapact
lifts - shall -la
820'
equipmen
heav
860'-
Side Filter
Diaphragm
830
Bottam Filter
Diaphragm
8201--
-, n, _?n,
•
N36.0634
I
�- WRn I 05141
01
Sand filter diaphragm.
(De-skewed to cross
section as shown) See
details and specs.
#78M stone course aggregrate core
NOTES:
I Hand compact soils from bottom of pipe to Tabove
pipe with vibratory hand compactor. See Specs.
2. Remainder of any soils greater than Tover pipe can be
machine compacted. See specs.
PIPE ENCASEMENT AND BACKFILL DETAIL N.T.S.
I ZONE :G]
INCHES MI.
ZONE B
010110180511 ►
A' * 1t . A . I - .. 1-k. V
41W A A 12 A' A'. A a. 4 4
4
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4
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NOTES:
I Prior to compacting the backfill around the pipe, precautions should be taken to weight the pipe to
prevent raising it above the desired grade.
2. Hand compacting or manually directed power equipment compaction is required within areas A,13 & C.
(minimum width of 7 feet and 2 feet above the crown of the pipe)
3. Backfill material:
ZONE A - Backfill shall be free of roots, stumps, wood, rubbish, stones greater than V, frozen or
other objectionable materials. Fill material shall conform to Unified Soil Classification GC, GM SC,
CH, or CL and must have at least 30% passing the #200 sieve. Consideration may be given to the use
of other materials in the backfill if designed by a geotechnical engineer. Such special designs must
have construction supervised by a geotechnical engineer.
ZONE B - backfill shall be free of stones and rocks greater than I inch in diameter and earth clods
greater than 2 inches in diameter.
ZONE C - minimum height is 2 feet above the top of the pipe. use a silty or a clayey backfill free of
stones and rocks greater than 3 inches in diameter.
4. Compact ZONE B & C fill in 4" layers at optimum moisture content (or slightly higher).
am
x
XI
A i
X_
X
Fin
S
ar
san
A
4" Sch 40 Perforated PVC. See Specs.
Capped on end. Do NOT use filter fabric
around pipe. Holes must be slightly smaller
than minimum stone size (3/16" Holes)
Place cleanouts at 75' intervals.
Filter Diaphragm drain follows pipe trench
to outlet in downstream wing wall,
Use horizontal and vertical bends as needed
to follow along side spillway pipe.
2.01
A i 1
IJ
al
#78M Stone Filter Core (1/2"-3/8" in size) Na UT
Ground
"Washed and compacted in place
9 -10' Pipe Trench Bottom —
Top View
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08.11.2011 - Revisions Per 5.25.2011 DENR letter
11.28.2011 -Filter Diaphragm revised; #78M stone, Soil
compaction req's.
SHEET NO:
C -3
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.11.dwg, 12/1/20112:07:34 PM
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CLIENT:
MILHAVEN ASSOCIATION, INC
C/0
Robert Moore
31.51 Milhaven
Lake Drive
Winston
Salem, NC 27106
Phone: [phone]
Email: [e-mail]
DRAWN BY:
ATC
DATE:
03.30.2011
JOB NO:
11100.010
REVISIONS:
08.11.2011 - Revisions Per 5.25.2011 DENR letter
11.28.2011 -Filter Diaphragm revised; #78M stone, Soil
compaction req's.
SHEET NO:
C -3
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.11.dwg, 12/1/20112:07:34 PM

A I VTA�
3" Sch 40 Perforated PVC. See Specs.
Capped on end. Do NOT use filter fabric
around pipe. Holes must be slightly smaller
than minimum stone size (3/16" Holes)
Place cleanouts at 75' intervals.",
Filter Diaphragm drain follows siphon
pipe trench to toe of slope then outlets in
emergency spillway channel with Class B
riprap blanket covering pipe outlet.
Use horizontal and vertical bends as
needed to follow along side spillway pipe.
1:1 or lesser side slopes
HEA"s
8913M
Fine Concrete Aggregrate Sand
(Soils test to confirm sand grade)
One anchor per pipe
section above
construction waterline
• 11110
3" W x 1/2" thick Stainless
Steel anchor strap and Type
304 Stainless steel
expansion anchors. (3/4"
Hilti Kwik Bolt 11 or equal)
Front View
90' Bend sealed with a
gasket for water tight fit.
3000 PSI Conc.
l'W x I'L x 6" D
Steel "skid plate"
welded to pipe to allow
easy sliding down dam
slope to bottom.
T x 4'L x 1/8" T
Screening not
shown this view.
Screening over end
of pipe. Expanded
steel or rod basket
welded to pipe.
H
I
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0C 0n
Steel "skid plate" 1_; 1_,
welded to pipe to allow 0C 0 0 0C 00 0C
easy sliding down dam
slope to bottom.
EG
2 1 0 1
Vertical Scale: V = 21
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90' Bend sealed with a
gasket for water tight fit.
3000 PSI Conc.
l'W x I'L x 6" D
Steel "skid plate"
welded to pipe to allow
easy sliding down dam
slope to bottom.
T x 4'L x 1/8" T
Screening not
shown this view.
Screening over end
of pipe. Expanded
steel or rod basket
welded to pipe.
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0 Preliminary for Review Only; Not for Construction
�( Final for Approval; Not for Construction
0 Approved and Released for Construction on
PROJECT:
DRAWN BY: ATC
DATE: 03.30. 011
MUMS 1101111-lut
REVISIONS:
08.11.2011 - Revisions Per 5.25.2011 DENR letter
11.28.2011 -Filter Diaphragm revised; #78M stone
I
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.1l.dwg, 11/30/20113:16:04 PM
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MUMS 1101111-lut
REVISIONS:
08.11.2011 - Revisions Per 5.25.2011 DENR letter
11.28.2011 -Filter Diaphragm revised; #78M stone
I
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.1l.dwg, 11/30/20113:16:04 PM

Remove six sections of RCP storm drain pipe to
eliminate connection with 6" PVC spillway pipe.
Remove existing spillway pipe.
Reshape and riprap channel as indicated in profile
below with 5'W bottom and 3:1 side slopes or less.
o�
,\ p
Reshape channel to 5' W bottom and 3:1 or more
side slopes. Line with med. weight filter fabric, 6"
of #57 stone to protect fabric and Class 2 Stone.
See profile below.
1--,* .000
Z-
i/4 EIP.2UG\,
Top cover SS MH,
Elev: 824.0 NAVE,'88'
1Z_
30'
20'
2+50
Z
F-
Reshape channel for 5' wide
bottom and 3:1 side slopes or _.- _
less. Line with med. weight
filter cloth, 6" layer of #57 stone
and 3' deep of Class 2 Stone.
(24" sizing)
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\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.11.dwg, 11/30/20113:19:10 PM
M
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CLIENT:
IL AVE ASSOCIATION, INC
C/O
Robert Moore
3151 Milhaven
Lake Drive
Winston Salem, NC 27106
Phone: [phone]
Email: [e-mail]
DRAWN BY:
AFr'
I 1.0
DATE:
03.30.2011
JOB NO:
11100.010
REVISIONS:
08.11.2011 - Revisions Per 5.25.2011 DENR letter
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.11.dwg, 11/30/20113:19:10 PM

\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.1l.dwg, 11/30/20113:21:24 PM

PRINCIPAL SPILLWAY BEND DETAIL N.T.S.
Push-Joint Bends
C-153 Glas-_' 250
FASTITE"' Gasket
A
JT
45::
DoV: T L-A
PT I-
A
31
90" Bend 45" Rend 22 1h" Bend
1! IT-1
fit I
4
11 1/4" Bend
Al� 'T
Ll I
1 1 I �1
5 5W Bend
6
111.44
i9li ill
4
8
0.97
WI WI
4
110
16.44
19lioll
4
12
118.75
1911o11
4
14
20.96
191911
3
16
23.22
191811
3
18
25.72
191811
3
20
27.85
191711
3
24
:32.54
1191611
3
30
X6.16
191711
2
36
44.50
191711
2
42
150.82
191711
1 t2
48
X7,22
191711
1 t2
SIPHON DRAIN NOTES:
Operation of Drain
I To prime the drain operation, close valve #2 at bottom
of dam.
2. Open valve #1 at top of dam to evacuate air. Pour
water to into the intake tube as needed to fill pipes
with water.
3. Close valve #1.
4. Open valve #2 to begin flow of water through siphon.
Adjust valve to desired flow rate for lowering lake
level. Recommended flow rate is sufficient to lower
the water one foot (I') per day for drainage operations.
If constant low flow is desired then adjust valve for
desired rate to maintain pond level and to keep from
breaking the continuity of the water column.
General Notes
1. Valve boxes are shown as bottomless precast boxes.
Hand bricked boxes may be used as substitute.
2. Gate valves shall be AWWA approved.
3. Gate valves shall be left hand open (C.C.W.).
4. Gate valves shall have hand wheels for operation.
Top of pipe at 840.0' or less
THRUST BLOCK DETAIL N.T.1
RQMM
M14
PIPE SIZE (INCHES)
FITTING
---
4
6
36
900 BEND
FT.
2.0
2.5
14.5
450 BEND
H2
1.5
2.0
10.5
=22,50 BEND
H1 (FT.
1.0
1.5
7.5
NOTE: Above dimensions are based on the following:
250 psi pipe pressure
2000 lbs/sq. ft. soil bearing capacity
SIPHON DRAIN AND VALVE BOX DETAIL N.T.S.
, ­­­-§ I I----
Use Neenah R-6661 -JH
E
2'W x 31 x 4'D Precast
bottomless valve box,
or equal hand bricked box7_'
A
A
40
■
w.
-tagmagm
rWl (FT.)
D I rr
4'
---
-
NN'
80-150 Lbs/Acre
Aug. 15 thru Oct. 15
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
P
H2
MIN, YMAX
PIPE DIA.
BAR
SIZE
H1 (FT.
H2 (FT.
US/ Rcp I
W1
Max. Height)
Tall Fescue &
70 Lbs/Acre
Nov. 1 thru Jan.
1 .25 12. 00
2.00/3.75
.:25/1 .75
3.00/3.75
5.50/6.00
Apr. 15 thru June 30
Hl
1 .25!2.00
Hi
1.25/2.00
3.50/3.75
6.50/6.75
3.•• /4.25
1.50/2.50
3.50/3.75
6.5016.75
.50f 2.50
4,00/4.75
11.75/2.60
4.00/4,25
7.50/8.25
11-C
.50 f 3. 50
0 II
4.00/5.00
III
2.0013. 00
4.50/ 5 60
10-00/11.50
6" Siphon
4" Sch 40 Siphon
00
00
3.2514.50
Drain Outlet
Drain Outlet
------------ -
6.00/
3" Clearance for rebar V '
8- O.C. (TYP. )
3 .5014 .50
--REFER
TO r.HART
0.50/07
13.00/13.25
FOR BAR SIZE
P LAN
6" Siphon
Drain Outlet
4" Sch 40
Siphon Drain
Outlet
[4 *11
H2
--A-
W, D.C. (TYP.)
NEI-Eli 10 GHARI
FOR BAR SIZE
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.rHE CONTRACTOR WILLHAVE THE OPTIO
TO D
INCIEASE TH!TS DAP ST2E AS NEEDE.
ON101631
Wingwall and Base for
36" spillway pipe
:A-
A
A'
A.
A.
4. A A
4.
4
A A
4 A
A
-.4
-41 - - -
6" Flap
Valve
-------- Inv at approx 823.0'
A
A 'A' 4'
4
A
Conc. Slab It
approx 822.0'
-A
A.
a. 4.' w
4..
4
'A A A
4 A`
A
All
•
F**T •
Plants % Mixture
Plantina Rates/Acre
Planting Dates
ENDWALL DIMENSIONS
80-150 Lbs/Acre
Aug. 15 thru Oct. 15
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN.)'MAX.
MIN. I MAX.
MIN, YMAX
PIPE DIA.
BAR
SIZE
H1 (FT.
H2 (FT.
D (FT.
W1
Max. Height)
Tall Fescue &
70 Lbs/Acre
Nov. 1 thru Jan.
1 .25 12. 00
2.00/3.75
.:25/1 .75
3.00/3.75
5.50/6.00
Apr. 15 thru June 30
15-20 Lbs/Acre (Unhulled)
1 .25!2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
3.•• /4.25
1.50/2.50
3.50/3.75
6.5016.75
.50f 2.50
4,00/4.75
11.75/2.60
4.00/4,25
7.50/8.25
11-C
.50 f 3. 50
0 II
4.00/5.00
III
2.0013. 00
4.50/ 5 60
10-00/11.50
00
00
3.2514.50
6.00/6.75
113 .25/3.50
------------ -
6.00/
3 .5014 .50
6.50/7.00
13.25/3.50
0.50/07
13.00/13.25
4.00 15.00
6.50/8.50
3.2514.00
7.00/9. 25
13.50/15.75
6-
I
7.25/9.25
13.75115.75
ON101631
Wingwall and Base for
36" spillway pipe
:A-
A
A'
A.
A.
4. A A
4.
4
A A
4 A
A
-.4
-41 - - -
6" Flap
Valve
-------- Inv at approx 823.0'
A
A 'A' 4'
4
A
Conc. Slab It
approx 822.0'
-A
A.
a. 4.' w
4..
4
'A A A
4 A`
A
All
•
F**T •
Plants % Mixture
Plantina Rates/Acre
Planting Dates
Tall Fescue
80-150 Lbs/Acre
Aug. 15 thru Oct. 15
Tall Fescue
100 Lbs/Acre
Feb. 15 thru May
Tall Fescue
50 Lbs/Acre
Feb. 15 thru Apr. 30 Scar.
Tall Fescue &
60 Lbs/Acre
July thru August
Browntop Millet or
30 Lbs/Acre
M
Sorghum-Sudan Hybrids (Millet
& Surghurn must be kept at 10-12"
Max. Height)
Tall Fescue &
70 Lbs/Acre
Nov. 1 thru Jan.
RyeGrain
25 Lbs/Acre
Common Bermuda Grass
8-12 Lbs/Acre (Hulled)
Apr. 15 thru June 30
15-20 Lbs/Acre (Unhulled)
Feb. 1 thru March
T_
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DRAWN BY: ATC
DATE: 08.11.2011
ff §T167olky"'
's
REVISIONS:
08.11.2011 - Revisions Per 5.25.2011 DENR letter
ill 111b
'1I 11111�01611 0 1181, i
SHEET NO:
C -7
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.11.dwg, 11/30/20113:22:21 PM
6mmaW
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11-C
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DRAWN BY: ATC
DATE: 08.11.2011
ff §T167olky"'
's
REVISIONS:
08.11.2011 - Revisions Per 5.25.2011 DENR letter
ill 111b
'1I 11111�01611 0 1181, i
SHEET NO:
C -7
\\Server\storage\NewData\AutoCAD\Land Projects R2\2011\MISC\11100010\dwg\Milhaven Lakes SUBMITTED REV 11.28.11.dwg, 11/30/20113:22:21 PM