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1 i • ' `S°/~ ' ~ ~ 589'38'17"E ~ REIDSVILLE
? ' 't~' ~ 857.92 ` ti ~ • WASTEWATER
i j \ LOT 5 , . , TREATMENT
~ I ~ t. ' 3.00 ACf PLANT
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1' ; LOT 6 : i - ~ - ,
I~ V L T7 .1 3.10 ACt / ~ w
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LANDSCAPE ARCHITECTURE • LAND PLANNING • CIVIL ENGINEERING - ~ ~ ' .~,5~ ,.i ~ ~ R5 ; ~ ~ . 1 ~ ,
305 WEST FOURTH ST. SUITE 1-A WINSTON-SALEM, NC 27101 N 1 ~ ` ~ ~ ` T'
PHONE [phone] FAX [phone] ~ ~ - , ~ • OO • ' 1 \
810.26' ~`'''/rr /
~ ~ ~ ; W QQJ , 1 r ~ ~ ~
N ~ LOT 8 ~ \
do LOT 4 ~ ~ 5.76 Cf 1 1
N , 8.41 ACt ~ ~ :~^,F : i~
~ J Y' I •N ~ LOT 10B ' ~ ~ , "-1
~J 10.81 ACf ! ~ s , \a~
~ LOT 10C 1 ;s Z ~ ~
I ~ ice: yn.+~--- - ~ ~ .•i ` 15.22 ACf ~
I 582.93' , ` ~ \
~ 1 ~ ~ ~
LOT 9 D a 1 1 ~ ~ ~ ! LOT 10A !
I I 5.39 ACf , Il , 1 i
~ 26,35 ACt ~
~ :5 1 ~ \ ~ ~ - r
~ ~ 1 I ~ \ ~ , , ~ .J ~
I
1 i"~ MIDI ~ ' ' ~ ~ ` ~
_ _ ~ . ~ LOT 3C C 1.0 GENERAL NOTES C 3.1 POND A GRADING PU1N I ~ / ~ ~ , i ~
8.00 ACf 1 -1.1 RA TI ITY P - . P A T g ~ ~ ~ ~ ~
C OVE LL U L LAN C 3 2 OND DE AILS -i ~ , z ~ ( ~ ' I~~ I i
C-1.2 ENTRANCE DRIVE 0+00.00-7+00.00 C-3.3 POND A DETAILS i ~ I I ~ LOT 2 ~'tA iji.
1 ~ ~ ~ ` 1 ~ ~ OT 2 .r-. s
C-1.3 ENTRANCE DRIVE 7+00.00-13+40.37 C-3.4 POND A TRASH RACK DETAILS ~ ~ ~ ,I 15.23 ACf i ( 1 , .3 ACf ~ ~ POND 6 Y
, _ LOT 3A ,
C-1.4 SANDS ROAD 12+00.00-24+00.00 C 3.5 POND 8 GRADING PLAN - , - 1 _ I , ,
_ 9,16 ACf , C 1.5 SANDS ROAD 24+00.00 36+00.00 C 3.6 POND BDETAILS - t•' , I , ~ , 69 , ,
~ LOT 11 B I ~ g' i ~ ~
I C-1.6 SANDS ROAD 36+00.00-47+00.00 C-3.7 POND 8 DETAILS za.61 13.77 ACt ~
~ o , , , ~1 k
- - ~ LOT 38 C 1.7 SANDS ROAD CULVERT CROSSING C 3.8 POND B TRASH RACK DETAILS ~ ,
1 t ` N 0.37 AC , _ _ ~ ~ LOT 1 \
C 2.0 OVERALL EROSION CONTROL PLAN C 3.9 POND D GRADING PLAN ~ , r ! ~ ~ ~ - ~ .5.65 ACt r, r ~uTURE LOT 11 A , rte- ROADWAY ~ ~
C-2.1 GRADING & EROSION CONTROL PLAN C-3.10 POND DDETAILS ---------____1"'_^~~.~,,,,,, , \ ~ 6.12 ACt i EXTENSION I
0 K IL N A, ND ~ ~ ,~v ~ ~ 1
. C-3.11 POND D DETAILS ' - ~ ~ - ) ' ~ ~ I --~--1. - / /
C 2.2 EROSION CONTROL PLAN ~>V~-, LOT 12 I ; ~ / g I LOT 11 D ~ I N
C-3.12 POND D TRASH RACK DETAILS CHORD ~fi , ~ I Ui ~ 11.86 ACf ~
C-2.3 EROSION CONTROL PLAN Y • < ' C-3.13 POND D GENERAL DETAILS ' ~ , 1 9.96 C 1" I
C 2.4 EROSION CONTROL PLAN 1 ~ ~ i I
C-3.14 DAM do OUTLET STRUCTUR P CIFI A ~ ESE C TIONS i~ 1 ' ~ rt` I i ~i ; ' ~
C-2.5 EROSION CONTROL PLAN ~ I ~ ~ !
C-4.1 LOT 10 SANITARY SEWER • ~ ' ~ .I LOT 11 C ,
C-2.6 POND D GRADING AND EROSION . I 15.63 ACt \ N I i
CONTROL PLAN C-5.1 16" WATER LINE EXTENSION ~ ~ -,ems) 34~ : i ; 4 W ~ j \ i;
FREEWAY DRIVE C-2.7 PERIMETER BERMING DETAILS STA 0+00- STA 31+30.09 1)1.x. ~ ' r ~
SCALE: 1° =300'
_ " 300 0 300 C 5.2 16 WATER LINE EXTENSION T ~ ~ \
FREEWAY DRIVE
STA 31+30.09- STA 64+20.98 ~
~ .
C-6.1 GRADING & EROSION CONTROL DETAILS
- . A & I CON OL DETAILS _ - _
BEFORE YOU DIG !
o t N C-6.3 STREET DETAILS CALL 1-800-632-4949
N N.C. ONE-CALL CENTER
m C-6.4 UTILITY DETAILS 0 IT'S THE LAW !
C-6.5 UTILITY DETAILS •
0 C-6.6 GENERAL DETAILS
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DISCLAIMER
m a a Fso: b
THE BOUNDARY AND TOPOGRAPHIC INFORMATION i i9
0 SEAL HEREON IS FROM FIELD SURVEY AND INFORMATION SEAL 14985 Y R SUPPLIED 8 REGIONAL LAND SURVEYORS,
U Ib GREENSBORO, N.C. AERIAL TOPOGRAPHIC ~ 10 ! ;
C (h INFORMATION SUPPLIED BY LANDMARK ASI, % C- 89,.•''•P '•,v • « I o• •0 '•».....a '~i CARY. NC.
07
{

N
P A NOTES:
1. OBTAIN DAM CONSTRUCTION PERMIT AND SEDIMENTATION AND EROSION CONTROL PERMIT FROM ~ THE NCDENR -LAND QUAUTY SECTION PRIOR TO BEGINNING ANY WORK ON THE DAM.
~ 1. NO DAM CONSTRUCTION SHALL BEGIN UNTIL AUTHORIZATION IS RECEIVED FROM THE NORTH
2, CLEAR ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES AND INSTALL ALL CAROL~IA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR) -LAND auwTY sECnoN.
MEASURES ACCORDING TO THE APPROVED PLANS. CALL NCDENR 4HNSTON-SALEM REGIONAL OFFICE FOR INSPEC110N OF MEASURES PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITY,
2. NO WATER SHALL BE IMPOUNDED PRIOR TO ISSUANCE OF THE PERMIT TO IMPOUND BY STIMMEL NCOENR -LAND QUwTY SECTION.
3, CLEAR AND GRUB THE DAM EMBANKMENT FILL AREAS AND ALL OTHER AREAS INDICATED ON THE ASSOCIATES P.A. +
DRAWINGS TO BE CLEARED. ~ ' ~ , 3. REFER TO THE SEDIMENTAnON AND EROSION CONTROL DRAWINGS FOR EROSION CONTROL LANDSCAPE ARCHITECTURE
4. CONSTRUCT STREAM DIVERSION CHANNEL TO HANDLE STREAM BASE FLOW AND STORM FLOW ' MEASURES. LAND PLANNING
UNTI TH ARR i I LOT 10A L E B EL S NSTALLED AND FLOW CAN 8E ROUTED THROUGH IT. ~ 26.35 AC.f ' ' 4. TREES AND BRUSH FROM A LINE 50 FEET UPSTREAM OF THE INSIDE TOE OF TH AMT CIVIL ENGINEERING ED 0
5. EXCAVATE CUTOFF TRENCH, HAVE INSPECTED BY THE ENGINEER AND PLACE CUTOFF TRENCH FILL. , ' THE CLEARING LIMITS BEYOND THE DOWNSTREAM TOE OF THE DAM SHALL BE CLEARED AND 305 WEST FOURTH ST. SUITE 1-A
° ~ GRUBBED. TREES AND BRUSH UPSTREAM OF THE 50 FOOT UNE SHALL BE CUT FLUSH WITH WINSTON-SALEM, NC 27101 ' ~ I THE GROUND SURFACE AND REMOVED FROM THE POND AREA. JUST PRIOR TO IMPOUNDMENT PHONE [phone]
6. PLACE DAM FILL MATERIAL UP TO AT LEAST 2 FEET ABOVE THE TOP OF THE SPILLWAY BARREL, ~ s ~ OF WATER, ALL NEW SPROUTS SHALL BE CUT AT GROUND LEVEL. FAX [phone]
7. INSTALL SPILLWAY RISER AND BARREL STRUCTURE IN THE LOCATIQN AND AT THE ELEVA110NS ~ ~ } S. THE CONTRACTOR IS RESPONSIBLE FOR HANDLING ALL STREAM BASE FLOW AND STORM
INDICATED ON THE DRAWINGS. DIVERT STREAM BASE FLOW THROUGH SPILLWAY BARREL. t~ x: ~ FLOW THROUGH THE DAM CONSTRUCTON SITE THROUGHOUT THE CONSTRUCTON PERIOD.
8. INSTALL BLANKET TOE DRAIN SYSTEM AND SEEPAGE DIAPHRAGM AS DETAILED. 1 SEALS: ~
I ~ B. BORROW MATERIAL FOR THE DAM CONSTRUCTION SH COM FR TH ALL E OM E ROADWAY ~ , ~ ~ ` ~ ~ EXCAVAnON ON THE PROJECT. SOIL SHALL BE VERIFIED AS SUIT F ~tPOR,I''•;S ABLE OR USE AS DAM F1LL
9. PLACE REMAINING DAM FILL MATERIAL. BY THE GEOTECHNICAL ENgNEER PRIOR TO PLA MENT AN ~ ~~r, po t~,;;,0 ~ CE 0 SHALL BE MONITORED ; yf
! y , 10. EXCAVATE OUTLET CHANNEL AND INSTALL RIP RAP LINER. ~ i ~ r ~ ( THROUGHOUT THE CONSTRUCTON PERIOD TO ENSURE THAT UNSUITABLE SOILS ARE NOT _ . ~ ~ PLACED IN THE DAM STRUCTURE. SEE SHEET C-3.13 FOR SUITABLE SOIL MATERIALS. ,5'~'~
a ~ a r
11. COMPLETE EXCAVATION AND SHAPING AROUND PERIMETER OF POND, GRADE MAINTENANCE BENCHES, BUILD FOREBAY BAFFLE, ETC. ~ ~ s 7. SEE SHEETS C-3.2 THRU C-3.4 FOR DETAILS RELATING TO POND A. ,
i i ~ ~ a STREAM OR WETLAND DISTURBANCE BEYOND THAT SHOWN TH A '''•...6...•• ~aP~. ~ ON E DR WINGS IS H
12. SEED, FERTILIZE ANO MULCH ALl DISTURBED AREAS. TEMPORARY HAUL _ ~ / ~ ~ _ _ i ~ UNAUTHORIZED. IN THE EVENT THAT UNAUTHORIZED DISTURBANCE OCCURS, THE CONTRACTOR ~''~~nnin~``~~
13. UPON ESTABLISHMENT Of PERMANENT VEGETATIVE COVER AND APPROVAL FROM THE NCDENR - / SHALL BE RESPONSIBLE FOR RESTORING THE DISTURBED AREA TO THE SAi1SFACTION OF THE
LAND A ITY I _ • i r QU L NSPECTOR, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES. , , ~ NCDENR -DIVISION OF WATER wTY ANO OR THE U.S. ARMY ,N~~"'~~~r, ~ QU / CORPS OF ENGINEERS AT HIS EXPENSE. ANY OTHER MITIGATION REOUNI;ED AS A RESULT OF SUCH DISTURBANCE WILL ALSO 1~ ,~!~O
/ J , / 14. UPON RECEIPT OF WRITTEN APPROVAL TO IMPOUND FROM NCDENR -LAND QUALITY SEC110N, ~ . / ~ ~ / • ~ 4 1 ~ ti. I, BE AT THE CONTRACTOR S EXPENSE. ~ 0~ ;
THE POND DRAIN VALVE MAY BE CLOSED FOR THE IMPOUNDMENT OF WATER. - " ~ s~ " / 1~ aG . ~ h ~ ~ \ .2•b ~~G
~,~5 ~ r;
- EMERGENCY SPILLWAY / 0 / ~ . ~ _ CREST ELEV. 719.71 ~ / / ' ; ~ 149
/ , , _ PROPOSED 3~i o CLEARING ~
LIMITS . • ;~y I Q`~•
~ ~ _ - _ - ~ / CP ~l
LINE ~ ~ LOT ~ , . ~ ~ 72O - _ _ ~ ~ ` - ^ / Gy nn,nu F
A / PROJECT:
/ _ _ c .
6 ~ _ st ~
cH 2x CROSS SLOPE) i~ 1g ~ SS BEN ~ - ~ ~ i ~ 12 ACCE
~ ~ ~ ~
~ , / ~ ~ ~
~ ~ \ , • _ ~
~ 1 ~ i 1~ \ \ . _ I ~ ~
~ ~
/ / / i 3:1 ~ ~
i i N - OPE ~
/ ~ BENCH ~ ' ~
~ , ELEV.=714,64 / p
/ BENCH - _ 1 ,
~ / ELEV.=714.40 - - . , ELAN T TOE DRAIN ADED ~ ~ ( )
' l 1 _ ~ EXTEpID TO ELEV= 11 .40 ON EACH END, EXISTING TN
/ ~a ~ } = SE~~ SHEET C-3.2 FQR DETAILS. WOODS
/ / BENCH ~ Nt - _ _ £ NOTE k4 ~ ~t - SE
~ 1 ~ / ~ ELEV.=714.40 ~ ~ _ N ~ >,;s W
~ NOTE: SLOPE POND ~ ~ ~ BENCH i" BOTTOM TOWARD RISER I ~ O i ~ U J
~ ELEV.=714.64 i - _ _ _ _ _ ~ ~ € STRUCTURE NI ~ n r
. - ~ . ~ / ~ ~ \ / 6,~, PRE-CAST 50' I 50. r ,
~ ) ~ \ CONCRETE RISER l6 \ \ ~ _ U
/ STRUCTURE \ , ~ \ \ \ ~ SEE SHEETS C-3.2 ~ _ Z
tp ~ _ ~ ~ CONCRETE HEADWALL
~ ^ ~ NCDOT STD. 838.21, n ~ MODIFY TO ACCOMODATE
w y ~ ~ ; , ~ 48 D.I. PIPE
INV T N _ OU 705.00
5 ~ 18 ~ ~ _ _ . ^ ~ ~ Z
ch/ ~ ~ ~ . ~ - U o ~
~ _
~ \ \ 1~ • ~ ~
~ ~ ~ \ ~ ~ ~ • r f-
i; . ~ ~ _
a ~ - ZQ ~ .
~ \Q - - • - ~ . _ 1,, - _
Y i , W
• \ \ - _CLASS A RIP-RAP FlL1T:R ~ 1 I W z
~ ~ ~ ~ ` ~ \ ~ TOP ELEV~ 709.60 2 - ~ ~ . _ ~ _ _ ` ~ 1 ~
- ` _ ~ ~ ' ~ : ~ ~ CLASS I RIP RAP APRON M 1~ ~ Y ~ ' ; off ~ 12~Wx43~Lx3.5'THK
~ ~ ~ ~ ~ ~r I ~ U ~ ~ M PROMDE GEOTEXTILE FABRIC _
" ~ ~ ~ ~ UNDERUNER do 6" THICK ~ ~ ~ O O \ ~ ~ WASHED STONE BEDDING LAYER
_ ~ 1 - \ WI ~ z ~
\ ` \ , ~ ~ .r ~ ~P
~ ~ t. ~ ~ ~ ~ ' - CLIENT: \ I 4.~ ~ \
~ ~ 7 ~ 90 LF OF 48 D.I. PIPE ~ I \ .
- ~ , \ 9oF ~34-~~ _ ~ ~ v 9oF \ ~ SLOPE 0 t.11x
~ ~ ~ ~ ~ ~ CITIZENS FOR ~ ~ ~ ~ ECONOMIC
- \ ~ . DEVELOPMENT INC.
\ ~ \ \ ~ ~ 1 ~ I P.O. BOX 205 ~A
3 - \ . ~ .,Al ~ \ ~ ~ ~o.. REIDSVILLE, NC 27375
\ \ ~ ~ ~ r. ~ 1~ r [phone]
~ ` ~ PROPOSED \ ~ I 2 CLEARING \ ~ ~o~ ~ ~
~ ~ LIMAS - ' - A ~ ~ ~ ~ ~ ~ ~ ~
~ 1 DRawN: CHB, CEM
~ ~ ~ ' DATE: 03/01 /01 I'
~ ` ~ ~ REVISIONS: ~ ~
- -
~ ~
1
~ ~ ~ ~J
L . \ ;
Q ' 1
0 Joa. No: 99 39 . y
I ,1 4 ~p SHEET TITLE: +
Q ~ ~ COr + UNE (l
o
P N A EXISTING
L WOODS i GRA ING
E
` ~ L LL PAN
m
3
I OT 11R
NOTE: ~ SCALE: IRV tD BY THE SHEET NO.:
13.77 AC.t
THIS DAM WAS CLASSIFIED AS LOW HAZARD BY THE
m NCDENR - LAND QUALITY SECTION OCTOBER 27, 2000 ER 27, 2000. SCALE: 1" = 30'
CD 30 0 30
DAM HEIGHT = 17.0 FT U) IMPOUNDMENT CAPACITY = 20.4 AC-FT c- 3'l
c, m
m ®STiMMEL ASSOCIATES, P.A.

t,
H~IOGENEOUS TOP OF DAM
EMBANKMENT ELEV. 721.40 TOP OF DAM ~
FILL. SEE SPECIFICATIONS SHEET C-3.14 FOR SUITABLE FILL 50 AK T 721.40 '
YR PE s A/ MATERIALS AND EME CY SPI Y
RGEN LL PLACEMENT REQUIREMENTS CREST ELEV, 719; 1r 11 M SME
TEMP. WATER 6" PVC PIPE TURNED 10' 25' OUTSIDE TOE TO E 1 L 1oo~R. ELEV. 720.37 ~ 1 DE TOE TO END ~ ASSOCIATES PA
QUALITY yyl,I T " DO 0 6 BELOW NORMAL OF DIAPHRAGM 3 3 ' ' IIAPHRAGM LANDSCAPE ARCHITECTURE
(1" RAINFALL) POOL ELEVATION 100 YR. PEAK STAGE 720,7 p CREST ELEV. 719.71 LAND PLANNING A
CIVIL ENGINEERING
10 YR. PEAK STAGE 718.07 p SEEPAGE DIAPH 345 WEST FOURTH ST., SUITE. 3-A EPAGE DIAPHRAGM 15
TOP OF RISER ELEV. 716.90 3~ AROUND OUTLE 'OUND OUTLET BARREL WINSTON-SALEM, NC 27101 PHONE (336) 723-tO67
aPE s S~ (Op ~:1 F FAX [phone]
ELEV. 714.40 PROPOSED SLOPE PROPOSED NCDOT 2S 2 2'
' BEYOND OUTLET PIPE ~ DAM FILL DRAINAGE SAND COV PERMANENT WATER COVER INVERT OF
QUALITY POOL ~ SEALS: BARREL 705.00
90 LF C>F 48" 0.1. PIPE (1}IICK. CLASS 50) 0 1.11 x T`-' . ~ ~ ~ 2' . N TS M...
709.60 PROVIDE PIPE BEDDING PER SPECIFlCATIONS ~ ' '`°h' y , RIP RAP ~ F • 'i~;~ :y'
Q ~ 708.00 - ELEV 704.50
" S 6 "
6 i
~r C-69 ~
~ ~ w. .a'...~ ' CLASS A , 0 ~''+nun~a'~
' ' ' ~ ~ ~ INV. 706.00 RIPRAP <r: : AFTER STRIPPING TOPSOIL 1
BAFFLE ~ ~ ~ " & ORGANICS, SCARIFY 1 1 PVC END CLASS II RIP RIP APRON a''"~+++"''+~, ~
PERMANENT 18 STONE BASE S RFA PRI R A U CE 0 TO CAP 7 A ~ ~ 12'W X 43'L X 3.5' THICK ~f .
SEDIMENT PLACING FILL STORAGE 4"-110 SCREEN , ~ ~ ' d50= 1.5 • rb
BLANKE " dMAX= 2.25' BLANKET 6 THICK #57 WASHED , Al
10' SCH 40 PVC PIPE TOE DRAM TOE DRAIN STONE BEDDING 14985 F
SEE DETAfI THIS SHEET SEE DETAIL 3 = ' :t 3/a( jc THIS SHEET GEOTEXTILE FABRIC 1
UNDERUNER I „
PROWDE SOLID SCH 40 PVt SCH 40 PVC PIPE ''a L
THROUGH HEADWALL, PROVIDE Ri NCDOT STD. 838.21 CONCRETE PROVIDE RODENT „
GUARD SCREEN AT END'OI N AT END' OF PIP HEADWALL, MODIFY TO ACCOMMODATE 48 D.I. PRO~CT: E ,
PIPE, AND PROVIDE TOE WALL 3
\'r ~ ~ » 1 :x^ . ; . , , , k SCALE. 1 6 BELOW PIPE INVERT FOR ENURE LENGTH OF WALL, AND UNDER WING WALLS
a
~1~ / it ~ ' `(\X~Y F ~ ~1~, / ;
i~ ~ i / ~~`r~l.
\ 7" , ~ TOP OF BLANKET DRAIN
TO BE SET AT EXISTING
GRADE.
48" 4" SCH 40 PVC
D.I. N 10 SCREEN PIPE DAM CDOT 2S ~
PIPE RAI A FILL D N GE
SAND EXISTING
GRADE
6" 18" ` _ _ Y'/ M ~1.~
12 N TOP OF DAM ELEV. 721.40
„ AROU OUTSIDE , . 4 SCHEDULE 40 0 PIPE
PVC 10 SCREEN DRA P P NCDOT 2S ~ i . # W I E AN , Q
1MTH RODENT GUARD DRAINAGES D 20 U
_ _ _ - PERMANENT POOL ELEV. 714.40 ~ _ _ _ - - -r- Z
4'-~10 SCREEN PROPOSED ~
D FI SCH 40 PVC PIPE (TYP.) AM LL
PVC END PVC END -
N.T. S. CAP „ N.T.S. 12 ~ NCDOT 2S Z " CAP
- DRAINAGE SAND I2 U~ SAND NCOOT STD. 838.21
TIE !,BLANKET TOE DRAIN 0 Q O CONCRETE HEADWALL
SEEPAGE DIAPHRAGM INT~1 SEEPAGE DIAPHRAGM
SEE SEE CROSS SECTION A-A DR ANO DISCFIARGE THROUGH DETAIL I~ H .WALL ON EACH SIDE OF
ANK T T 48 0.1. PIPE BL E OE
~ DRAIN - z Q
~ ~ r i
~'i 0 i ~ W ~
w; D.f. Z
~ ?r 4 - 10 SCREEN I PIPE I ~ ~
_w__ _ . _ _ _ . _ _ _ . _ _ _ _ _ _._._,-T_____..___ SCH 40 PVC Y
~ i -~U ~ LATERAL PIPE (TYP.)
J ~ ~ ~ ~ ~ i ~ r 1
1 EXISTING I ~ 1 T T ~ Z ~--I---------1-~
i GRADE + ~ i i
730 _ . ~ _ _ u _ _ ' _ rt--_-. ~ 730 I
I i ; CLIENT:
EMERGENCY I TOP PROPOSE ~ SPILLWAY
i ~ DAME V. 721.40 ~ C EST ELEV. ~ 719.71 CITIZENS FOR
-a _ __r__ _ . rv _..__,.____w._.._ ECONOMIC
N.T.S I ~ ~ ~ I N.T.S. DEVELOPMENT,, INC.
{ ~ P.O. BOX 205
C I REIDSVILLE, NC 27375
r ~ .__.----___t__.__ ___r..__.---__~._.___ a 720 _ _ . ~ _ ~ ~ ~ , ' 720 [phone]
' ~ ~ E i ~ I C PROPOSED TOP OF DAM ELEV. 721.20 ORAWN: CHB CEM
I
PROPOSEQ _ r_.__ ~ DATE: 03/01 /01
6A~i~ FiLLi ~ PERMANENT POOL REVISIONS:
~ NCDOT 2S j i ~ DRAINAGE SAND ELEV 714.40
~ ~ ~ i I E ~ ~
' ~ ti a a
c_._.. t_ _._i_ j.- _ _a-~-__ ~_._.e.____...~_~,..___.__-_i._._.___._ ~ 710
i ~ CODE PROPO ED DAM R w
a ~ ~ ~ FII~. INTO EXI T1NG GRA E I Q a 0 - ti a
N ~ i I A~ INIMUM TYP ~ i M 5 ( ) i ~ m ~ ~ C E TRENC SHALL B WIDE I ~ r PVC ENO ,loe. No: 99139
N ~ I f I T 4" o ' . CAP (TYP)
o 7_~____ __rt.____._.. -~tt01 SCREEN C PA Tl I ~ CAM CON EQU PMEN~ OR I SHEET 11TLE:
SCH 40 PVC PIPE A MINIMUM 10 FEET ;WIDE. 4
I ~ ~ i 4" PV ° ; I I C ~ ~ , ~ ~ " R IC 4 -~10 SCREEN NOTE:
L ~ ~ i ~ ~ , TFE (TYP) d 700 ~ , 1--..______._._ ' ~ ~ ~ SCH 40 PVC THE BLANKET TOE DRAIN SHALL BE PLACED IN TRIA K. U LATERAL PIPE
i ~ i i NOTE: t ~ ~ ~ ~ ~ ~ ~ 6 INSIDE THE PROPOSED TOE OF THE DAM
CONTRACTOR SHALE NOTIFY THE ENGINE R AND TH ~ ~ ~ ~ ~ PN g AND SHALL BE 20 WIDE. A MINIMUM OF 2
~ I i . E I m ,TESTING FIRM WHEhd CORE TRENCH EXCA AT10N IS i ~ OF COVER SHALL BE MAINTAINED OVER THE AI L
a ! COMPLETE PRIOR T PLACING CORE THE CH FILL ~ ' ~ ~ PROPOSED DAM BLANKET. OUTSIDE TOE
i ~ r i { -f9R_ fNSf?EEitON-~ ~ ~~EiSTIN6r-S91t~s:--flH~tiRE_TO v._... _ _________...R..,__ SEEPAGE -
~ ~ C(1 UlII I I~ccl II 7 I~ ~ rnRC m~u~u Qnur_ cr_rvr+n~ nTrn ~ I 4 I AI • AI .I~ . A. I ~.4~.. l
D 1 vv rn V,. ,.bvvL NL , . VV .L nL~.V .V~ I\L - L/% V P'1 I/'1 I LL., I
AT CONTRACTOR'S XPENSE. NCDOT SM. 838.21 SCALE: AS NOTED
1 Q I a 0+!00 1+100 2+00 3+00 400 500 B 00 ; CONCRETE HEADWALL SHEET NO.:
690 890
CD
BLAI m- BLANKET TOE DRAI N PLAN VIEW C-3,2
D A M CENTERLINE PROFILE m
n N.T.S. ®STIMMEL ASSOCIATES. P.A. N.T.S.
SCALE: HORIT.1 = -6 - ' 6 0 V 7.7

REMOVABLE VALVE WRENCH WITH HAND
WHEEL ON TOP. PROVID&
CHAIN AND LOCK FOR
SECURING WRENCH TO 24' TRASH RACK. TOP aF PRECAST STIMMEL
STRUCTURE
ASSOCIATES P.A.
LANDSCAPE ARCHITECTURE
LAND PLANNING CIVIL ENGINEERING
VALVE t2' 305 WEST FOURTH ST., SUITE 1-A
PRECAST OPERATING STEIW WINSTON-SALEM, NC 27101
STRUCTURE WALL SECURE STEM WIDE PHONE [phone] BRACKET TO WALL USING FAX [phone]
3000 PSI ~ _ CONCRETE 2 ~5 REBAR ANCHORS AT 12' O.C. A A EXPANSION ANCHORS
COLLAR AROUND PIPE DIAMETER. DRILL INTO 6.0' COLLAR WIDTH _
4' PRECAST STRUCTURE WALL AND SET • • ANCHORS USING EPOXY GROUT. 12' COLLAR ~ SEALS: Il/laluun,,,~/~
r.• ' 8: PROJECTION pSSOC s'•,
N SECTION A-A ~ ~;raaPOR,tr~,. A,% ~ F
• ~ N5 REBAR N5 REBAR ; ~i 'til %
~ ANCHORS ANCHORS " SEAL EXTENSION STEM WITH 2
1 OPERATING NUT ON TOP % i :
II I . C-89 .f' P .
I I I GRCAIT INSIDE OF STRUCTURE AROUND CAi~
PIPE TO FILL ALL VOIDS. 12" ATTACH STEM TO 1, 1,111 OPERATING NUT TO
o.c. 48 DUCTILE 48" DUCTILE " PREVENT REMOVAL ,1111111111,"'/~,,
IRCW PIPE I I I o IRON PIPE 12 COLL~ PROJECTIC 12 COLLAR ~ •CAR PROJECTION ~ ~
s. . Q;.' ~S• 12" RESILIENT WEDGE 12 b
PRECAST I I I BASE SECTION GATE VALVE - M.J. ENDS rs
SEAL MAX. 12" DUCTILE
IRON PIPE 149 , PR CAST BASE 6 I E % ~
SECTION rr.
~ ~ L..-----.... ._......J 1111
1111111/1 MINIMUM DEPTH
REO.'D TO INSTALL PROJECT:
PRECAST BASE IT: ASSEMBLY
SECTION
SEAL PIPE PENETRATION
PROVIDE SUPPORT CONCRETE COLLAR USING RUBBER BOOT do
FOR VALVE AROUND PIPE STAINLESS STEEL
N TS N TS HARDWARE
NTS
r~
PRECAST OUTLET STRUCTURE SHALL HAVE A MINIMUM WEIGHT OF 23,240 Ibs. w
(INCLUDING 48' BLOCKOUT)
CONTRACTOR SHALL SUBMIT SHOP Q
DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO ORDERING U
THE STRUCTURE.
NOTE: FOR TRASH RACK AND ALUMINUM NOTE: FOR TRASH RACK AND ALUMINUM AN11-VORTEX PLATES SEE SHEET C-3.4 ANTI-VORTEX PLATES SEE SHEET C-3.4 Z
FOR DETAILS FOR DETAILS
A
ELEV. 716.90 ELEV. 716.90
HOLE FOR 6' SLEEVE SHALL BE CORE DRILLED IN - Z
THE FlELD BY THE CONTRACTOR. OMIT REINFORpNG U~
PROVIDE S1EPS IN ACCORDAN4 IN THIS AREA. SLEEVE SHALL BE GROUTED N USING SLEEVES FC~R EPOXY GROUT, QO
REBAR PENETRATIONS W/ AS1Y-478 CO-POLYMER ~U
BY PRECASTER MINIMUM TOP POLIIPR~L1iENE STEEL OUTSIDE
RISER SECTION REII~ORCED STEPS 18' O.C. 6' PVC PIPE TURNED HEIGHT SHALL DOWN TO 8' BELOW NORMAL FACE OF ~
BE 3.50' 8. ~ POOL ELEVATION s" MIN. WALL STRUCTURE ~ Q Z
INV. 714.40 THICKNESS NORMAL POOL
a ELEV. 714.40 ~ ~ t.l_ ELEV. 714.10
LJJ Z
~ SLEEVES FOR 8 v REBAR PENETRATIONS I CONCRETE
v BY PRECASTER COLLAR Y
d 12 d -~U
6'-0' CONCRETE COLLAR 00
v 6' MIN. WALL BY CONTRACTOR s'-o' ~ - Z
THip(NESS ° SEE DETAILS 1 & 2 6'-0' THIS SHEET
• HOLE FOR 12" BOTTOM DRAIN I B o B SHALL BE CORE DR LLED I
IN THE FlELD BY CONTRACTOR.
SOLID PRECAST CONCRETE BOX. v 12' WAFFLE STYLE BOX NOT ACCEPTABLE. - ° OMIT REINFORCING THIS AREA. ~ CUENT: 0 0
d JOINT DESIGN SHALL CONFORM TO d 48" D.I. PIpE - C/L- - - - - ~ o TRASH GUARD fOR ~
ASTM C-478. JCNNT SHALL BE BOTTOM DRAIN SEE CITIZENS FOR
SEALED USING BUM RUBBER 48' D.I. SHEET C-3.4 ~ ECONOMIC s Pvc sTEPS DEVELOPMENT, INC.
SEALANT CONFORMING TO INV. 706.00 v BLOCK OUT FOR ASTM-990. PARGE JCNNTS 48 D.I. PIPE BY 12' DRAIN PIPE a VALVE 6" P.O. BOX 205
INSIDE AND OUT WITH NON- VIBRATE CONCRETE TO ELIMINATE PRECASTER SEE DETAIL 3 THIS SHEET. WALLS REIDSVILLE, NC 27375
SHRINK GROUT. VOIDS AROUND REBAR (TYP.) ~ ~ ~ ~ 336 342-8138
6.5' MIN. 33" THICK CAST IN PLACE ~ ~ 33" THICK CAST IN PUCE
BASE BALLAST PAD- 48" D.I. PIPE SECTION 2 POURS ~ ~ BALLAST PAD- 2 POURS STEPS
HEIGHT ~ ~ DRAWN: CHB, CEM
3000 PSI ~ ~ DATE: 03/01 /01
CONCRETE INVERT ~ ~ REVISIONS:
ELEV 706.00 7~•~ + 3000 PSI
e ~ v v v d ~ ~ v vd ~ a.. CONCRETE. m I
~ v a - ~ v v v~ d. v.
a a d < v ~ d .ti ~ C ~ a° '
v. ~ . ~ e d v ~ ~ ~ ~ d e v a d d I I ° ~ as d l ~ v v ! a v 8. ~ v d e ° v~ dv v v ~ ~ . v . d a ~ G
~ ~ . ~
° ~ e a d ° e. v d~ v v d v ~ e~ o ~ a e v , n v v d v a ~ ~ o h ~ e a~ d, v ~ ~ r ~ s
cu N v d ~ v c d. d' " d " Joe. No: 99139 3 MIN. COVER
a t a ~ ~ a ' ~ Q a 3 MIN. COVER c. ~ ~ v . - - - I ~ a A - _ (TYP) SHEET T1TLE:
V _ _ i m i ~ ~ ~ s 1 i y C l _ 'w ~ sp' ~ ~ , n ~ r ~ p r ~ ~ u, ` w ~ \ ~ '4 ~l L~`"'~ w. n r=-+.~ ~ Y , ~ ~fn i ~ ~ ~ j~ •,4 _ _ r ~ ~ h~ " ~ ~ ~ ~ . ~Y ~ < 1~~ ,a~'=4 ' k~ti~ <r ~ ~ _ BALLAST y s,~~'8' Y, ~ Cif` ~ i + ~ 3 l,e'~ ii. PAD i
i ~ ~ ~ ~ , ~ ~,i~, ily ~'i A.~~ F..: t i,a~/1~i ~ 7i V~ ;~1, ~ f..~i~ [ 'v: ~'-~~~Y.v'k' ~ ~ ..tee ~ ~"~„i -~,.'"r,~C i~ ~,t ~ .r`~,~. . i1. ~ ~ RIS V LL
_ , ~ ' G ~ ~ ~ V 1 ~ 1 it ~+~f 1 ~1.~~. ~~iy~`'~~lsti~~'~.~. ~ i t''i~.~i~(a ~ . , ,D-D PK. TRIA L IN US
j ~ ~ y, 1. ~~,4~ + ~~%1' emu- ~k. . ~,.Jr i t,''c= ~4 ;'li") 7 i :1 i. il`, i~.. t ~ :'r r try GE r y - ~ 1~ l.'~,~~ ,./l a..~. .-yi ir. .'~4 ~~?1~, 'n j C ~~C+. 18 JVR n.~ t y~ r , c it ~ ~ ~ ~ ' ~'t~; ,r ~ 1 RGE > -
. STONE ~ r_~ STABILIZATION I N A PO D "~7/ STONE
m ~5 GRADE 60 REBAR STABILIZATION TAI S L
CONTINUOUS ~ /S GRADE 60 REBAR
~ 12' O.C.E.W CONTINUOUS ~ TIE AT ALL LAPS 12' O.C.E.W NOTE: TRASH RACK NOT
~ AND INTERSECTIONS TIE AT ALL LAPS + AND INTERSECTIONS SHOWN FOR aARITY
_ SEE SHEET C-3.4 FOR ccei c• ec unman
~I TRASH RACK DETAILS
SHEET NO.:
OUTLET STRUCTURE SECTION A-A 5 OUTLET STRUCTURE SECTK SECTION B-B & OUTLET STRUCTURE PLAN VIEW C- 3.3
_ ~J NTS Nrs NTS 4DS7IMMEL ASSOCIATES, P.A.

3"x3"x1 /4"
ALUM. ANGLE
1 /2"tp ALUM. BARS
12" OCEW, VERTiCAI BARS
OVER HORIZONTAL BARS 3"x3"x1/4" ALUM.
ANGLE 1 /2' Q1 ALUM. BARS 1 2" Gi ALUM. BARS " r r • /
3x4 x1/4 12 OCEW, VERTICAL BARS 12" OCEW, VERTICAL BARS ~t ALUM. ANGLE OVER HORIZONTAL BARS STIntMEL OVER HORIZONTAL BARS
) ASS SATES P.A.
1/2" & ALUM. ROD
1/2"q1 ALUM. BARS " " W/ THREADED ENDS 3 x1/4 ALUM. LANQSCAPE ARCHITECTURE A, LAND PLANING
12" OCEW, VERTICAL BARS F A PROVIDE 1/2" 0 OVER HORIZONTAL BARS L T BAR WASHERS AND NUTS CiVll ENGINEERING
(TYp) AT EACH END ~ 305 ST F T I - ~ WE OURTH S SU TE 1 A
•,0 WINSTON-SALEM, NC 27101
~ PHONE [phone] FAX ( ) 23-1069
3"x1 /4" ALUM.
3"x3"xi 4" ALUM. FLAT BAR 3"x3"x1 /4" ALUM. /
ANGLE ANGLE ~ h : ~''~co r~ ; s, ~ .~r
• r • ~ t ~ i i
r SEAL i S
i i j ~
3"x3"xt/4" ALUM. C 4 ALUM. s,.t"
ANGLE 6'-71 2" ANGLE
3'-5" / '~Uniu?N~
3'-3 3/4" 3"xt/4" ALUM. FLAT BAR ~~`''~~~~~~~u,,~~
TO HOLE FOR HINGE 3'-2 1/2" SEE DETAIL 4 THIS SHEET FOR ~ ~
~ / ANTI-VORTEX PLATE ASSEMBLY • .9 ;
" " 3"x3"x1 4" . _
3 x1/4 ALUM. / FIAT BAR ALUM. ANGLE 6 0 SEAL • 14
3"x1 4" ALUM. _ / FLAT BAR OUTSIDE FACE : ~ '
OF RISER ~ STRUCTURE e,,A~
12" 12" ~ mm~~~
3x3 x1 /4 - ~ PROJECT:
ALUM. ANGLE
M
OUTSIDE FACE
OF RISER TION A-A
STRUCTURE
3'-2 1 /2" NTS
f------------------------------~
3"x3"x1/4" ALUM. 6'-7 1 2" / M " M
ANGLE I 3x3 x1 /4 ALUM. I ANGLE I/4" ALUM. SECURE ANTI-VORTEX PLATE ASSEMBLY THROUGH 3"x4"
SEE DETAIL 4 THIS SHEET FOR I ANGLE AND INTO RISER
I ANTI-VORTEX PLATE ASSEMBLY I STRUCTURE USING EXPANSION
i " ANCHORS (TYP)
6
t 2' " I I F 12 OUTSIDE ACE FACE
? I I ~ RISER
~ I I STRUCTURE RE _ I ' ~ I
w ~ I \ I \ ~ / I
~ I I OUTSIDE FACE \ I i I
OF RISER ~_________I_________~ - Q STRUCTURE I I
I =
U I MEASURE TOLERANCE INSIDE I
RI z I SER STRUCTURE PRIOR TO I
I FABRICATING THE ANTI-VORTEX FRAME I
I I ~
I I
I I Z
NTS U~
3/4" ~ HOLE FOR ROD QO
(TYP. EACH END) ~U
3 -5
3" 1 3/4" - ~
3"x3"x1 /4" A • " EVATI N 3x3 x1 /4 ALUM. ANGLE z Q
2 1/2 " PERIMETER FF 5-11 1/2 PERIMETER FRAME NT5
PLAN VIEW ` W~
2'-11 3/4' M Z I ~ 12 BOTTOM
DRAIN
NTS -~U
- 00
~ Z~
4 1/4"
6'-0" 2"x2"X1/4" ALUM.
ANGLE " 4 -0 7 1 /2 CLIENT:
WELD 0 0 , 1/2"01 ALUM. BARS CITIZENS FOR 6" OC EACH FACE
FULL ~NGT}{ 1 /4" ALUMINUM PLATE WELD AT A ECONOMIC u
coNNECTIONS DEVELOPMENT, INC.
3"x3"xt/4" ALUM. ANGLE 3"x3"xt/4" ALUM. P.Q. BOX 205 ANGLE BASE FRAME 6 REIDSVILLE, NC 27375
PERIMETER FRAME ~ 336 342-8138
~ )
SECTION A-A 1 /2" DIA. x 3" LONG
ATTACH ALUM. ANGLE EXPANSION ANCHOR DRAMM: CHB
NT5 2"x2"x1 /4" TO RISER STRUCTURE ANO (TYP)
ALUM. ANGLE 3"x3"xt 4" AI BALLAST PAD USING DATE: 0301 ~O1
/ PERIMETER FR 3"x3"xt 4" ALUM: ANGLE EXPANSION ANCHORS REVISIONS: / PERIMETER FRAME
iv 5'-tt 1/2" 3~-6" BALLAST PAD FOR RISER
o e o STRUCTURE
o ~ 2'-11 3/4" 3"x3"xl /4` ALUM. "
o ~ N ~ ANGLE SIDE
& TOP FRAME g" 1'-0"
2"x2"xt/4" • N
o ALUM. ANGLE ~ JOB. No: 99139
(TYP) ,1 iv 7 BARS SHEET TITLE:
o ~ 4 1/4" 1/4" ALUM. M L
a PLATES BALLAST PAD R I VI 0 o FOR RISER
" 1 4" i 2"x2"x1 4" ALUM. PROJECT 2 3/4 / ALUM. / STRUCTURE I N P U IA K
ABOVE TURNED PLATES N ~a-E ~ " " 4 -0 7 1 /2 DOIMN ANGLE PROJECT 2 3/4
D ABOVE TURNED WELD P N A 1-9
DOWN ANGLE FULL Q
Y LENGTH 1/4" ALUMINUM PLATE U A RA K
L 1 I
ELEVATION SCAM N.T-S
B N~ L """`nANTI-VORTEX FRAME gClION B-B SHEET NO.:
INTS LLJ
/G1 ANTI-VORTEX PLAN VIEW DRAIN TRASH GUARD C-3.4 (:D,.BOTT-TOM
5 8
NTS OSTIMMEL ASSOCIATES, P.A.

GENERAL SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES -POND 8•
1. OBTAIN DAM MODIFlCA110N PERMIT AND SEDIMENTATION AND EROSION CONTROL
PERMIT FROM THE NCDENR -LAND QUALITY SECTION PRIOR TO BEGINNING ANY WORK
OTHER THAN DRAINING THE POND AS DESCRIBED BELOW. STIMMEL
2. CLEAR ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES AND ASSOCIATES P.A.
INSTALL ALL MEASURES ACCORDING TO THE APPROVED PLANS. CALL NCDENR WINSTON-SALEM REGIONAL OFFICE FOR INSPECTION OF MEASURES PRIOR TO BEGINNING ~ LANDSCAPE ARCHITECTURE
ANY LAND DISTURBING ACTIVITY. EXISTING LAND PLANNING EXISTING
WOODS yyOODg CIVIL ENGINEERING
3. COMPLETELY DRAIN POND AT A RATE OF APPROXIMATELY ONE FOOT VERTICALLY PER DAY. IT IS RECOMMENDED TO DRAIN THE POND AS EARLY AS POSSIBLE TO FAgUTATE , ~ 305 WEST FOURTH ST. SUITE i-A
DEWATERING OF THE DAM EMBANKMENT, DRAINING MAY BE DONE PRIOR TO ISSUANCE ~ - VMNSTON-SALEM NC 27101 PHONE [phone]
OF THE DAM MODIFICATION PERMIT, AND MAY BE ACCOMPLISHED BY OPENING THE EXISTING DRAIN VALVE, PUMPING OR SIPHONING. IF THE EXISTING DRAIN VALVE IS NOT ~ 1 FAX [phone] (
h OPERATIONAL, THE RISER MAY BE CUT OFF IN APPROXIMATELY ONE FOOT SECTIONS. ~ " ~ ;
THE POND SHALL 8E COMPLETELY DRAINED BEFORE BREACHING THE DAM. %
4. CLEAR AND GRUB THE DAM EMBANKMENT AND ALL OTHER AREAS INDICATED ON THE SEALS: ,~~~mm~~~~,, ,o` pSSOC
DRAIMNGS TO BE CLEARED, 7 ~ ~ , CLASS II RIP RAP APRON i - ~ / ~ p '"•.ti s'% ;r; ~ ~ EXISTING TREELINE i paP R4r
? 13.5 Wx54.OT.x4.5 THK 4__ ~ G ~ ;•O ,
5. BREACH OAM FOR INSTALLATION OF THE NEW SPILLWAY BARREL. COMPLETELY TEMPORARY HAUL , REMOVE THE EXISTING OUTLET PIPE AND REMOVE IT FROM THE SITE. SOIL REMOVED ~ ROAD _ K - = i dMAX= 3.0
FROM THE BREACH SECTION THAT IS SUITABLE FOR REUSE AS EMBANKMENT FILL SHALL ~ ~ SEAL ' CONCRETE HEADWALL PROVIDE"GEOTEXTILE,FABRIC
BE STOCKPILED. UNSUITABLE MATERIAL SHALL BE DISPOSED OF ONSITE AS DIRECTED ' PROPOSED BY THE OWNER. STREAM FLOW SHALL BE DIVERTED THROUGH THE BREACH SECTION • NCDOT SID. $38.21 AND 6 THICK WASHED
CLEARING i UNTIL THE BARREL IS INSTALLED AND FLOW CAN BE ROUTED THROUGH IT. ' , LIMITS WV OUT 722.00 ST6NE BEDDING ` C_ 9 • fr 5 P .
N ~
6. INSTALL SPILLWAY RISER AND BARREL STRUCTURE IN THE LOCATION AND AT THE ~ - - - ELEVATIONS INDICATED ON THE DRAYNNGS. 1,
~ ) ~
7. INSTALL BLANKET TOE DRAIN SYSTEM AND SEEPAGE DIAPHRAGM AS DETAILED. ; - ~ . ~ S
B. PLACE FILL MA RI IN ~ TE AL BREACH SECTION, ON BACK SLOPE AND ON TOP OF DAM. . . h~ ~ .?~b
BENCH FlLL INTO EXISTING EMBANKMENT AS DETAILED. REDRESS UPSTREAM - ~ r I :1• ~ ~p1~ ~s ' ,r . SEA r ~ -
EMBANKMENT SLOPE TO 3; 1. LOT ~ OA 748 ~ / 149 J ~ GIB' _
26.35 AC.f 9. EXCAVATE OUTLET CHANNEL AND INSTALL RIP RAP LINER. ~ ~ ~ ' , - - - _ ; ~ - 3101 c - ~ -
- ~ / 10. COMPLETE EXCAVATION AND SHAPING AROUND PERIMETER OF POND, GRADE ~ . • ~I , /
_ _ MAINTENANCE BENCHES, AND ALL REMAINING GRADING WORK. _ l ,
~ ,gip" - _ . - ~ 1 _ _ _ ~ /
11. SEED, FERTILIZE AND MULCH ALL DISTURBED AREAS. . _ , ~ _ ~ . PROJECT:
i 12. UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER AND APPROVAL FROM THE l ~ s
NCDENR -LAND QUALITY INSPECTOR, REMOVE ALL TEMPORARY EROSION CONTROL ~ - _ ~ E ~ ~ Np UN ' _
MEASURES. ~i~ ~ ~ ~
UPON RECEIPT OF WRITTEN APPROVAL TO IMPOUND FROM NCDENR -LAND QUALITY ' ~ v / ~ - _ ~ ~ `
SECTION, THE POND DRAIN VALVE MAY BE CLOSED FOR THE IMPOUNDMENT OF WATER. ~ ~ t~` ~ ~
~ ^ - X / r-_
~ ! / _ r' ~ ~ o ~b \ ,
_ / " As ~ / 4~ ,
= / ~ a `~d~
i ~ ~ a a 'o.
~ / / / i ~ ; ~ r' _ . _ .LINE SWALE W CLASS B RIP ~ ~ _ r / •
EXISTING / / ~ - RAP 18• THI CK AND GEOTEXTILE ~ ' • ~ UNDERLINER.
wooDS ~ / / i i f ~ ,~g_ _ _ d50 = 0.50'
i / ~ " 38 ~ ~ ~ _ • S~ ~ dmax = 0.75 _ _
~ ~ 0 A ~ .:ti~ _ ~ ~ ' BLANKET TOE DRAIN (SHADED)
~ ' / o~ ~ , - -J' EXTEND TO EXISi1NG GRADE
/ ~ i 2 / , < ~ ~ * ~ j3 ELEV. 737.30 ON EACH END -
/ ~~G / ~ - d'x8 PRE-CA. - 5 9 / CONCRETE RISE -8'x8' PRE-CAST ~ ~ p, _ ~ SEE SHEET C-3.6 FOR DETAILS CONCRETE RISER a ~34 ! . 1 _ ~.1.~
~s / / ~ + PG / STRUCTUF STRUCTURE ~ ~ „~6- /
_ d 1 / ~'t / SEE SHEETS C-3. ~ t EE SHEETS C-3.6 ~ J ~p ) 38 LF OF 54 D.I. PIPE
~ , / / ~ - C-3. / ~ ~ ~ - C 3.8 , SLOPE 0 2.172 ~ ~3~` - ~ Q ~ ~ _ ~ ~ ~ - ` ~ EXISTING 8' D.I. PIPE SHALL ~j~ , . ,
1 / ~ / .1 ~ i ~ ~ _ ~ ~ BE REMOYED I ~ U
, 'y - / ~ f / ~ i , ~ o - 4 Z
- l ~ ~ / / r ~ / ~ ~ ~ ~ , Sr6;~ A
r _ / / ~
- - ~1 ~ i ~ ~ ~
1~ , 'I ~ / EX AVA NV - / ~ C TE FitONT OF IN FRONT OF ' ! ~ O ~ ~ / -
- - - , u ~ _ / / ~ RISER TO PROWIDE FOR - - - ~ / / ~ ~ 'EXISTING WATERLINE ~ PROWIDE FOR ~ % . _ . _ _ /
~ (~NPIETE POND DRAMAGE, / / ~ ELEVATION 739.90 - - - . - - IND DRAINAGE • ~ ~ - U CLASS A , i _ - \ V/
~ ~ / / AS OF FERUARY, 2001. - I it _ \ O RIP RAP Fl ~ _ . ~y
/ - _ TOP ELE'ya 1.10 ~ L.L j
a / / - _ _ i ~ - - ~ - % r
L' ~ ~ / % _ - ~ / ~ i. ~ ~ , ,
~ ~ / / - ~ - _ - ~ , ~ - z Q - x ~ ,
1 i ~ - r i - i~ ~ ~ I
~ i ~ ~ 1¢~ , i ~ , 3Z 3. , / ~ ~ W~
i ~ 1 ~ ~ i~~~~ ~ r' _ ~ ~ / z
~ ~ - ~ 1h e~ _ j / Y
' ~ / - ~ ~ C ass - 1 ~ _ , y` / NOTE: ERODED GULLY TO BE AN - f CLE ED
\ BENCH 2x~ - - - " ~ OUT REMOVING ALL TREES, STUMPS ~ U . - i AND OTHER ORGANICS. WIDEN GULLY O O
v ELEV.=7 BENCH , 37.30 ~ ~ , ~,CCESS ~ 1 12 / SUFFlgENTLY TO ALLOW COMPACTION
h ~ ELEV.=737.54 ~ ~ , ~ ~ i ,r x EQUIPMENT TO PASS. PLACE FlLL Ik ~ I Z COMPACT TO DAM EMBANKMENT
" ELEV.~737.54 ~ ~ ~ . ' ~ ~ ' STANDARDS. Y ~5 ,
BENCH ~ ~ ~ / • i
. ELEV.=737.30 , ~ ~ ' - ~i '4 i CLIENT:
W ~ _ 42 r
CITIZENS FOR
_ _ ~ ECONOMIC
/ '156'-"'_.- x'15 52'- , 1 DEVELOPMENT, INC.
l " ~ ~ _ P.O. BOX 205
~ ~ - / - 4q. _ 748 3'•~ - 1 . REIDSVILLE NC 27375
• ~ . [phone] POND ~ NOTES:
~ 'I
~ i ~ 1. NO ' K TO MODIFY THE EXISTING DAM SHALL BE CON C N11 W8R DU TED U L AUTHORIZATION IS
- , - i . " _ ~ ~ RECEIVED FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL DRAWN: CHB, CEM ~ PROPOSED ,h RESOURCES (NCDENR) -LAND QUALITY SECTION.
aEARINC oATE: 03/01 /01
/ - T(p ~ ~ NE l ~ 5 ~ got ~ ~ uMlTS NE ~ 2. NO WATER SHALL BE IMPOUNDED PRIOR TO ISSUANCE OF THE PERMIT TO IMPOUND BY REVISIONS: v
cl ' ~ - NCDENR -LAND QUALITY SEC110N.
1 ~ , ~ _ . ~ 3. REFER TO THE SEDIMENTAl10N AND EROSION CONTROL DRAWINGS FOR EROSION CONTROL
- ~ , ' MEASURES.
- ~4. THE CONTRACTOR IS RESPONSIBLE FOR HANDLING ALL STREAM BASE FLOW AND STORM
_ - ~ . - - - " LOT 11 A GLOW THROUGH THE DAM CONSTRUCTION SITE THROUGHOUT THE CONSTRUCTION PERIOD.
' EXISTING 6.12 AC.f STING 5c BORROW MATERIAL FOR THE DAM MODIFICATION SHALL COME FROM THE ROADWAY
o o ~ - WOODS DDS BXCAVATION ON THE PROJECT. SOIL SHALL BE VERIFlED AS SUITABLE FOR USE AS DAM JOB. N0: 99139
i o i 1 F,II.L BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT, AND SHALL BE MONITORED
141ROUGHOUT THE CONSIRUC110N PERIOD TO ENSURE 1HAT UNSUITABLE SOILS ARE NOT SHEET TITLE: PLACED NI THE DAM STRUCTIAiE. SEE SHEET C-3.13 FOR SUITABLE SOLI MATERIALS AND
~ ~ _ i i PLACEMQIT REQUIREMENTS.
~ ~ 'i,~ r~
~v ~ 8. SEE SHEETS C-3.6 THRU C-3.8 FOR DETAILS RELAi1NG TO POND B. P N
E , 7. 1HE EXISTING 8-INCH DUC11LI: IRON OUTLET PIPE SHALL ~ COMPLETELY REMOVED FROM A I N
THE DAM AND DISPOSED OF OFF SITE.
i ~ P AN 8. STREA>>1 OR WETLAND DISTURBANCE BEYOND THAT SHOWN ON THE DRAW~ICS IS
~ ' ~ NOTE: m 1 1 3 UNAU1FglIff.D. IN THE EVENT THAT UNAUTHORRED DISIURBANCr< OCCURS, THE
n _ ~ / THIS DAM WAS CLASSIFlED AS INTERMEDIATE HAZAI OONIRACIfOR SHALL BE RESPONS~IE FOR RESTORN6 THE DISTURBED AREA TO THE :DIATE HAZARD BY SATISfAC4TION OF THE NCDENR - DIIASION OF WATER QUALITY AND/OR THE U.S. ARMY

THE NCDENR - LAND QUALITY SEC13ON OCTOBER 2 4 OCTOBER 27, 2 000. CORPS OF ENGMEERS AT HIS EXPENSE ANY OTHER AMTIGAIM REWIRED AS A RESULT
OF 9" DISTURBANCE 1MLL ALSO K AT THE SCALE: : "=30' CONTRACTORS EXPENSE. 14 P, SHEET NO.:
0 DAM HEIGHT = 24.35 FT
1 IMPOUNDMENT CAPACITY = 23.36 AC-FT m FT a SCALE: 1 = 30
m 1 rn i 30 0 30 C- 3,5
m nm
m
®STIMMEL ASSOCIATES, P.A.

F
TOP OF DAM tOP OF DAM
. ELEV. 746.10 :LEV.746.10 HOMOGENEOUS
EMBANKMENT
FlLL SEE SPECIFICATIONS
SHEET C-3.14
12' .y FOR. SUITABLE FILL S111~MEL
4" PVC PIPE TURNED MATERIALS AND ASSOCIATES P.A. PLACEMENT REQUIREMENTS PROPOSED DAM FILL
R DOWN TO 6" BELOW NORMAL 1~0 YR. PEAK $,TAGE 744.$0 ~ / TEMP. WATE LANDSCAPE. ARCHITECTURE SHALL BE BENCHED LAND PLANNING
QUALITY POOL ELEVATION INTO EXISTING DAM qy~, ENGINEERING
1" RAINFALL - ( ) 10 YR. PEAK STAGE 741.92 - - - i- ~ r EMBANKMENT AS SHOWN
~ 305 WEST FOURTH ST., SURE 1-A
\ EXISTING TOP OF RISER ELEV. 740.00 / \ / ~-SLOPE ExISnNG oAM ?>w~sTON-SALEM, NC 29101 SLOPE EXTEND DRAINAGE DIAPHRAGM 25' PHONE [phone]_
INCIDENTAL FILL TO / FROM BACK OF HEADWALL FAX [phone]
MAINTAIN 3:1 SLOPE OpE / ELEV. 737.30 51. / THOROUGHLY SCARIFY TOP AND \ 3;~ / UPSTR AM SLOPE OF DAM PRIOR
E A
p ~ TO PLAGNG FlLL ROPOSED CUT SLOPE / SEEPAGE DIAPHRAGM ~
PERMANENT WATER BEHIND OUTLET PIPE / AROUND OUTLET BARREL vaP°R~~`~
QUALITY POOL / 8' MIN. - CLASS A ~ EXISTING NCDOT 2S c ~ ~ T:
RIPRAP 2 ~ DAM FILL DRAINAGE SAND N ~v a i CLASS II RIP RIP ~ SEAL
731.10 BAFFLE ~ \ O INVERT OF ; i : \ ~ BARREL 722.00 APRON 13.5 W X 54 L s r
X 4.5~ THICK
728.00 ~ _ r I,. ~ r ~ RIP RAP ~ ~Rp1.
. ~ 138 LF " dMAX 3.0
OF 54 D.I. PIPE (THICK. CLASS 52 • 2.1 725.00 J ~ ~ ) - PROVIDE PIPE BEDDING PER SPECIFlCA]lON ~ - - - - ~ ~ - ELEV 721.50 S 52) • 2.17X ~ ~ I 18 ~a.,
S IFlcanoNS s ~ .t ~
{ ~ , 6 N q
CUT CHANNEL AS NECESSARY ~ ' " " • INV= 725.00 1 r •
SO THAT ENTIRE POND WILL DRAIN SEAI
TO BOTTOM DRAIN IN STRUCTURE PERMANENT SEDIMENT 18" STONE BASE ~ ~ 4` 14985 i ~r ~ ~ S S
STORAGE C E D A Y ~ +
CAP ~ ~ I BLANKET ~ ~
• THICK 7 4 - 0 SCREEN TOE DRAIN ~
SCH 40 PVC PIPE SEE DETAIL 3 & 4 WASHED STONE
THIS SHEET BEDDING PROJECT:
PROVIDE SOLID SCH 40 PVC PIPE GEOTEXTILE FABRIC
, ~f ~ = . THROUGH HEADWALL, PROVIDE RODENT UNDERLINER
a y~ , GUARD SCREEN AT END OF PIPE
.r , r;-,; ,R~~,~ ~ • ~t.-; NCDOT STD. 838.21 CONCRETE
HEADWALL. PROVIDE TOE WALL TO 3'
BELOW PIPE INVERT FOR ENTIRE
LENGTH OF WALL, AND UNDER WING WALLS.
i~. SCALE: 1 6 ~ ~ ~ TOP OF BLANKET DRAIN
TO BE SET AT EXISTING
GRADE.
54" 4" SCH 40 PVC
0 SCREEN PIPE DAM D.I. NCDOT 2S ti~ Flu
PIPE DRAINAGE
SAND EXISTING
~ GRA DE
" 18"
6 ) " 12 ...~~,C~ii _ , ~1.~
„ AROUND OUTSIDE TOP OF DAM ELEV. 746.10
4 SCHEDULE 40 OF PIPE ~ NCDOT 2S ~ ~ ~ Q
PVC #10 SCREEN DRAIN PIPE DRAINAGE SAND 20'
WITH RODENT GUARD U PERMANENT POOL ELEV.737_30.--------------
Q. Z
4•- ~10 SCREEN
PROPOSED CH _ S 40 PVC PIPE (TYP.)
f. DAM FILL
PVC END PVC END - Z
CAP N.T,S. N.T.S. 12 NCDOT 2s !S CAP 12 U~ ~
DRAINAGE SAND ~E SAND NCDOT STD. 838.21 g Try BLANKET TOE DRAIN Q Q
CONCREh HEADWALL I 0 SEEPAGE DIAPHRAGM SEEPAGE DIAPHRAGM ~
y. SI SEE CROSS SEC110N A-A NN, AND DISCHARGE THROUGH
DETAIL WALL ON EACH SIDE OF ~ •
BLANK T 54 D.I. PIPE ~ ~ r DRAIN Q
~t Z ~ ~ r
~I _
i ~ e C~ W I s4
Z D.I. _
I , ~ , ~ ~ 4 - 10 SCREEN PIPE ~ f - I I s;. Y SCH 40 PVC
. ~ U LATERAL PIPE (TYP.)
EXISTING I ,
i ~ GRADE i ! l ~ ; I T T ~ Z
~ ~ ~ ~ PROPOSE TOP OF ~ , p EXISTING DAM ELE . 7 .10 ~ ~ ~-1--------1-~
4a O QEVATIpN ~ /
750 _ _ _p.___... 750
~ ~ ~ : ~ , i ; t y ~ ~ i CUENL
~ ~ ! ~ : , i
y~ I I CITIZ NSF R E 0
i ~ i_~.~-~~.~ y Y..., _ ....J,~. _ T, , , I ECONOMIC
i ~ f i a , ~ I I ! N.T.S. DEVELOPMENT, INC.
i ' I j : ~+f'f ~ 1 . P.O. 80X 205
~ 5'. : ~1.;. : ;L,tt~'~ :fir.. I.~I~, ' ` REIDSVILLE, NC 27375
I E.: ~ • + ~ . ..;~~;'•.,.a . x;>~~,1, 5.00 CORE PR PO D D 740 ~ _ 740 r.____ _ _ ~ _ . . [phone] ,
~.b0 -:~.:~7a~`..:~.~ ~ FILL INTO EXISTING OPE PROPOSED TOP
~~'.;f.,r,:,a.;~.„ A MINIM 5' j.::: ` .:.y, y':: . CORE TR NCH SHA BE WIDE OF DAM ELEV. 746.10 DRAWN: CHB CEM
•Y ~ ~ t~' yl. , I i 3;rr.!~• I ENOUGH 0 A0001~ ATE r
DATE: a3/o1 /01
' • A MINIMU OF 10 ET WIDE. ~ NCDOT 2S XISTiNG y ~ ~ PERMANENT POOL ~
, ~ i !DAY ~ ~ ~ ~ fRAINAGE SAND ELEV 737.30 ~,0
I i ~ ! j +
730 . . r.___-- e t~ . .,1~.
W a 4
a
o ~ t~ . N N ~ ~ ~ • `Z~r St. ' P EN . VC D Joe. No; 99139
: t ~ ' ~ ~ 1 ____._..i________._} _ --M~,:,.v.•• r _ 4 ~ O SCREEN ~ ~ ~ , . I ~~,..,o'~r~:~l 1 t ~ o P TYP • ~ ( ) _ SHEET nTLE:
Q ~ I ~ SCH PVC PIPE f ` R
o I i k ~ i ~ ~ NOTE: CpNTRACTO~ SHALL N TIFY THE ~NGINEER D THE i n I ~ . . , r,. 4 -ro scREEN ,
~ ~ 4. PVC ST1NG FIR WHEN C E TRENC~i EXCAVA ON IS ~ ~ j ~ s , "4,. NOTE: SCH 40 PVC
TEE-C~') o ~ 1 I i 720 C MPLETE RRIOR TO ACING CO E TREN FILL _ ~ 720 U T !A K. . . . , ~ I,A~ pipE THE BLANKET TOE DRAIN SHALL BE PLACED
f` INS~~G ON OF E S~ SCI S. FAIL fi0 DO~ ~ r-~~~ ~ a ~ ~ I ~ a S 1MLL RE LILT IN C E TRENCF~ BEING R -EXCAVA 0 ~ , : 6 INSIDE THE TOE OF THE DAM AND SHALL P N
• ~ ~ ~ ~ _ ~ BE 20' YVIOE. A !NI R . s,~.Y:: • M MUM OF 2 OF COVE
CONTRA TORS EX NSE. i ' ~ I ~ I ~ A~ 1 f i SHALL BE MAINTAINED OVER THE BLANKET. AI PROPOSED DAM
i ai i ~ • OUTSIDE TOE
i ~ SEEPAGE - ~ `
I { .
n I f WMOT'STD, 838.21
14 i + HEADWALL SHM W.:
o ! 1 200
l_ 34~ 710 m 710
m tip. ~
BL/ i BLANKET TQE: QBAIUmm-; C- 3,6 ELAN VIEW
°1 &=U L CD 2 0j, )=U7 bSMMMEL ASSOOAWS,'P.A.
rn q 1 11 1 N.T.S. t
SCALE. HORIZ. 1 =150 VERT. 1 =6

REMOVEABIE VALVE
WRENCH WITH HANG WHEEL ON TOP. PROVIDE
CHAIN ANO LOCK FOR
SECURING WRENCH TO 24" TRASH RACK. TOP OF PRECAST
S1IMMEL STRUCTURE
ASSOCIATES P.A.
LANDSCAPE ARCHITECTURE
LAND PLANNING
VALVE CIVIL ENGINEERING
PRECAST STRUCTURE WALL OPERATING 12" 305 WEST FOURTH ST. SUITE 1-A STEM WINSTON-SALEM NC 27101
3000 PSI SECURE STEM GUIDE PHONE [phone]
CONCRETE 12" ~5 REBAR ANCHORS AT 12" O.C. COLLAR " AROUND PIPE DIAMETER. DRILL INTO 6.5' COLLAR WIDTH A q BRACKET TO WALL USING FAX [phone]
4 PRECAST STRUCTURE WALL AND SET • EXPANSION ANCHORS ( )
ANCHORS USING EPOXY GROUT. „
12 COLLAR g'. PROJECTION N ~ SEALS: tSSOC~
RE AR
~ ~ ~ B ANCHORS ~ ; ~0 lF~ ANCHORS ; Ss 7 .
; .
EXTENSION STEM YNTH 2' SEAL OPERATING NUT ON TOP
I II x `
°t::~'•'~ GROUT INSIDE OF STRUCTURE AROUND ~ II PIPE TO FILL ALL VOIDS. < 12' • ~aP~.
O.C. ATTACH STEM TO '0, ~RO~
54 DUCi1LE ~ 54" DUCTILE IRON PIPE I I I ~ IRON PIPE OPERATING NUT TO `''~~min~''~ PREVENT REMOVAL
~ ~ 12' COLL I II 6 PROJECTIi 12' COLLAR ~0~~''t`1~ CARQ/''',, PROJECTION 12 RESIDENT WED(;£ ~S`
II 12 ~ ti, GATE VALVE - M.J. ENDS . ~ rU
9~S MAX. 12' DUCTILE SEAL r;
IRON PIP ; 14985 BASE 6' E
TI f ~ SEC ON
t'' ~ ,r~
~ J CAST IN I ~
CAST iN PLACE BASE MINIMUM DEPTH
PLACE BASE REO.'D TO INSTALL PROJECT: ASSEMBLY
SEAL PIPE PENETRAnON
N TS NTS PROVIDE SUPPORT CONCRETE COLLAR USING RUBBER BOOT d: FOR VALVE AROUND PIPE STAINLESS STEEL
HARDWARE
NTS
PRECAST OUTLET STRUCTURE SHALL
HAVE A MINIMUM WEIGHT OF 35,932
Tbs. (INCLUDING 54' BLOCKOUT) CONTRACTOR SHALL SUBMIT SHOP W
NOTE: FOR TRASH RACK AND DRAIMNGS TO ENGINEER FOR
ALUMINUM-ANTI VORTEX APPROVAL PRIOR TO ORDERING NOTE: FOR TRASH RACK AND THE STRUCTURE. ALUMINUM-ANTI VORTEX Q
PLATES SEE SHEET C-3.8 PLATES SEE SHEET C-3.8 FOR DETAILS FOR DETAILS 2 U
Z
A
ELEV. 740.00 ELEV. 740.00 w
HOLE FOR 4' SLEEVE SHALL 8E CORE ORIILED M!
THE F81.D BY THE CONTRACTOR. OMIT RaNFORCING IN THIS AREA. SLEEVE SHALL BE GROUTED IN USING
SLEEVES FOR EPOXY GROUT. REBAR PENETRATIONS U ~ . OUTSgE
8Y PRECASTER MINIMUM TOP ~ F Q O ACE OF ,
RISER SECTION 4 PVC P?PE TURNED STRilC1lIRE o ~ U
HEIGHT SHALL 4' PVC DOWN TO 6` BELOW NORMAL BE 3.75' 7~•~ POOL ELEVATION
6" MIN ~ CC 6' MIN. WALL L
v THICK THICKNESS z Q NORMAL POOL
ELEV. 737.30 i i ~ r ~ ELEV. 737.30
SLEEVES FOR 8 • W~
- a REBAR PENETRATIONS z
d BY PRECASTER d 12" I _ CONCRETE I""
8'-0" Y cOLLAR - ~ U
c 6" MN. WALL CONCRETE COLLAR
PROVIDE STEPS IN ACCORDANCE THICIWESS BY CONTRACTOR 00 6 -0
W/ ASTM-478 CO-POLYMER a SEE DETAILS 1 ~t 2 6'-0' THIS SHEET POLYPROPLYENE STEEL HOLE FOR 12' BOTTOM DRAIN - z SHALL BE CORE DRILLED 4' PVC ,
REINFORCED STEPS 16" O.C. • IN THE FlELD BY CONTRACTOR. ~ o
SOLID PRECAST CONCRETE BOX c 12' OMIT REINFORGNG THIS AREA. B
JOINT DESIGN SHALL CONFORM TO WAFFLE ST14,E BOX NOT AC(~PTABtE - a ASTM C-478. JOINT SHALL BE d TRASH GUARD FOR D.I. _ C _ _ o CLIENT:
SEALED USING BUTYL RUBBER e BOTTOM DRAIN, SEE ~ - - - ~ °
SEALANT CONFORMING TO ASTM-990. PARGE JOINTS 54' D.1. SHEET C-3.8 ~
INSIDE AND OUT WITH NON- INV. 725.00 v BLOCK OUT FOR CITIZENS FOR
SHRINK GROUT. 54" D.I. PIPE BY VIBRATE CONCRETE TO EUMINATE PRECASTER ECONOMIC 12' DRAIN PIPE do VALVE DEVELOPMENT, INC.
VOIDS AROUND REBAR (TYP.) I I SEE DETAIL 3 THIS SHEET. - P.O. BOX 205
7.5' MIN. I I sTEPS s' REIDSVILLE, NC 27375
33r 1HIq( CAST IN PLACE BASE BST ppp_ I I 33" THICK CAST IN PLACE STEPS WALLS [phone]
SECTION 2 pq~ 54" D.I. PIPE I ( HEIGHT BALLAST PAD- (TYP) 2 POURS
3000 P5~ I
CONCRETE I DRAWN: CHB, CEM
ELEV 725.00 NiVERT I I DATE: 03/01 /01
T25.00 ° d ~ e ° d , r !d v ~ 3000 PSI REVISIONS:
4 CONCRETE.
~ ~ < ° r d - ~ v a ° r .
a, d as ° a~ a.. d ° r .r d , a ~ Q ~ , ° °e ~ r d ~ ° q « ~ a. « ` a. .
L r° ~ e e 4 d. e ~ O I
~ e ~ ~ ° a d ~ ~ ~ ~ ,
o d. ~ 'a ~ a ~ ~
N ° d ~ ~ • a 4 ° 9 r MIN. covER 3' MIN. COVER '
~ _ _ TYP _ z ~ ~ tr , ( ) _ ~ _ ` , ~ ~ 1 \ 1J i. • , .Y k ~ ~ £ d Joe. No: 99139 - -
cti ~ . r w t t ` .C ~ f" k l ~ lv , ,I I ; \ ~ ~ ~ , j l - r'~ ~ "~r~ , t. . ~ , cr1 ~ x i < .y is. .....v .;?~-1 ~~.r ~.n, f-i~ 1. - t C•'l~N y. , ~ { ~ !~r,•e 1. ,r-'. -:.r _ _~~e"~ N"+., ti ,,r-~; 'Y"a r, t:, t. ~ ~ ;1~,, ~ ~ ~ ~}~k ~l" x ~,,~r'`t ly~'~~~' ~ ;r`Y ~-r SHEET TITLE: rk~ ~ S 15. .t n ~,Y;
~ 1 , 1 \ ~ ..:..5 ~ ~ 1 ~ 1 - _,~z.-f ,xt k- e ~ `~`'S,, .''('",}.t K Rvr`-~~"'• rf~ W~~,r ,~.~~y/'q,i.L ;~S s~ii - v ~ h _ ~ _ - _?f,( i , y A
_ , _ ~ h - - RI D VI L L BALLAST ~ PAD
• + ~ , _,,_7 . ~ _ ~J RA P ~ L K.
~ •
~;5 GRADE 60 REBAR ~ - \ 18 SURGE P N B ~ STONE 13'-0'
CONTINUOUS i~ GRADE 60 REBAR 18 SURGE CONTINUOUS 12" O.C.E.W STONE STABIUZAnoN ~ TAI L
a D TIE AT ALL LAPS STABILIZATION 12" O.C.E.W NOTE:
AND INTERSECTIONS TIE AT ALL LAPS ~ AND INTERSECTIONS TRASH RACK NOT sHOwH FoR CLARITY
n
.CD xt ZIMLLi c-.3.5 rUi TRASH RACK DETAILS SCALE: AS NOTED
SHEET NO.:
O(~~~OUTLET STRUCTURE SECTION A-A EOUTLET STRUCTURE SECTION
J B-B OUTLET STRUCTURE PLAN VIEW C-3.7
~J Nrs
NTS N TS ®S1IMMEL ASSOCIATES, P.A.

3"x3"x1 4"
ALUM. ANGLE
1
" 1 2' GI ALUM. BARS 1 /2 ~ ALUM. BARS / " " STIMMEL
1 "BIAUNd. BARS 1Y OCEW, VERTICAL BARS 3"x4'xt/4" 12 OCEW, VERT~AL BARS 12 OCEW, VERTICAL BARS T ARS OVER HORIZONTAL BARS ASS ATES P.A. H I AL 8 ALUM. ANGLE OVER OR ZON
OVER HORIZONTAL BARS - LANDSCAPE ARCHII1CTi1RE
3"x3`xt/4" ALUM. LAND PLANN~
ANGLE CIVIL ENGINEERING x~
~ 305 WEST FOURTH ST. SUITE 1-A ~ ~
1 ~ ` WINSTON-SALEM, NC 27101 PHONE [phone]~7
1/1" 0 ALUM. R00 " W/ THREADED ENDS. FAX [phone]
1/2 Q]ALUM. BARS 3"x1/4" ALUM. PROVIDE 1/2" 0 .
12" OCEW, VERTICAL BARS FLAT BAR. WASHERS AND NUTS .~1 t,u~~na~.
OVER HORIZONTAL BARS AT EACH END (TYP) 9EAlS:
NOT TF NOTE: ,J .~'RPOR~l~'+~
WELT AR AT ALL ~ ' A WELD B S r
3"x3"xt/4" ALUM. INTE INTERSECTIONS x• h ! ' cP.
„ ANGLE 3"x1/4" ALUM. SEAL ~
" " FLAT BAR 3x3 xt/4 ALUM. S ~ ?
ANGLE r r ~ ~ ~ 3"x3 xi/4 C 69 1~
ti~ ALUM.
ANGLE ''~~nu~~~~
3"x1/4" ALUM. , . •
3"x3"x 3"x3'x1 /4" ALUM. FLAT BAR
ANGLE SEE DETAIL 4 THIS SHEET FOR ~ s
4r-5" ANTI-VORTEX PLATE ASSEMBLY ~ ' SEAL
" ; f4 6 -0 l
TO HOLE FOR HINGE ROD 4 -2 1/2 ~i l . ti
3"xi /4" ALUM. FLAT BAR OUTSIDE FACE
OF RISER AL
3"x1 4" ALUM. 3"x3"xi 4" s / / STRUCTURE
FLAT BAR ALUM. ANGLE PROJECT:
M
12 12 12' •r
M
ALUM. ANGLE M
M S Cll N A-A
OUTSIDE FACE
4'-2 1 /2" OF RISER NTS
STRUCTURE
SECURE AN11-VORTEX PLATE
ASSEMBLY THROUGH 3'x4"
ANGLE AND INTO RISER 3"x3"x1/4' ALUM. STRUCTURE USING EXPANSION
3"x3"x1/4" - - - - - - - - ANGLE ANCHORS (TYP)
ALUM. ANGLE 8'-7 1 /2"
~ ~ SEE DETAIL 4 THIS SHEET FOR
~ ANTi-VORTEX PLATE ASSEMBLY - - - - - - - - - - - A - - - - - - - - - - I
12" 12" . I \ N ~ / ~ W
I \ ~ OUTSIDE FACE I \ ~ ~ (f }
o, I , TSIDE FACE OU OF RISER I I Q
~ I ~ ~ STRUCTURE
~ I STRUCTURE I ~ ~ MEASURE TOLERANCE INSIDE I V I
I ~ RISER STRUCTURE PRIOR TO O.. I I Z
I ~ FABf6CAT1NG THE ANII-VORTEX I FRAME I
I w
I ~
I I
Z
U~
'Q O
3/4" $ HOLE ~ FOR ROD ~U
(TVP. E/YCH END)
4'-5" NT$ ELEVATION ~
4' " 1 3/ z Q
3 Nis
2 1 2" 3"x3'xt/4' AUN~1. ANGLF W
r-t1 1/2" PERIMETER FRAME 'Z
12' BOTTOM oRAw
PLAN lA _ . 3 It 3/4 Y
L~ U
NTS - ~ 00
- Z~ I i
N N
I
T-11 t/2" 4 1/4 CLIENT:
1 /2'10 ALUM. BARS ' • i " CITIZENS FOR
Z"~Q"xt /4" ALUM. ~ 1 2" 6 OC EACH FACE
ANGLE 8~-O. ~ 1 /2" / WELD AT ALL ECONOMIC CONNECTIONS DEVELOPMENT, INC.
WELD 3'x3'x1 4' ALUM. P.O. 80X 205
FULL , ~~I y/4 ALUMINUt~t PLATE ANC;~E 6 REIDSWLLE, NC 27375 ATE ~
3"x3"xt/4" ALUM. ANGLE (336}342-8138
PEfiYETER HWIE
_ SECTION A-A ATTACH ALUM. ANGLE 1/2" DIA. x 3" LONG ORAWN: CHB ?-A TO RISER STRUCTURE AND EXPANSION ANCHOR
" •x1 4" 2x2 / BALLAST PAD USING TYP GATE: 0301 ~O1 ( )
ALUM. ANGLE N'~$ NOTE: EXPANSION ANCHORS
WELD BARS AT ALL BALLAST PAD
INTERSECTIONS .r. 3'-6 FOR RISER
N STRUCTURE e • •
- 3"x3'x1 /4" _ 3"x3"x1 4" ALUM. ANGLE 3"x3'x1 /4" ALUM. /
~ ~ " PERT PERIMETER FRAME ANGLE SIDE dt TOP FRAME
5 -11 1 /2 o iA 0 N 8" 1'-0'
~ 2'-113/4" Joe. No- 99139 I 7 BARS N
~ 2"x2"xt 4" ~ / SHEET 11T1.E:
ALUM. ANGLE " np ~ : BALLAST PAD
m 1 4 ALUM. ( ) N o / ~ ~ • FOR R{SER
PLATES ~ n PROJECT 2 3 4 ~ STRUCTURE K RIA IN
a / 1/4 ALUM. N A80VE TURNED 4 1 4" PLATES /
DOWN ANGLE PROJECT 2 3/~" N 1-9
ABOVE TURNED " . A
DOWN ANGLE 2x2 xt/4 AU~1. D ANGLE 4'_O• ~ 1 /2"
n Y A
U W~EyLD~
L FVLL SCALE: N.T,S.
N 3'-11 3 4' / 1 /4" ANNUM PLATE LENGTH SHEET NO.:
L a,s
~1TOM DRAIN TRASH GUARD I C-3*8
CD I ANTI-VORTEX FRAME PLAN yew (?1 ANTI-V~U~H~IVORTEX RA ME noN a-e
N3

CLASS I RIP RAP APRON
8'Wx2.5'THK TO ElREND TO '
THE Ex. eonolu of sLOPI:
d50 = 1.10 dmax = 1.65 /
PROVIDE GEOTEXTILE FABRIC AND ~ y
8" THICK wAStiED STONE BEDDING ~ OONCRETE HEADIMAiI -730 NCOOT STD. 838.01
i INY 7J0.00
STIMMEL
BLANKET TOE DRAIN SHADED) - . J ~ ~ 1 1 _ 138 LF OF 24' TO DISCHARGE THROUGH PE END f ASSOCIATES ~P. A.
- 1 D.I. PIPE •2.9071 SECTION, SEE SHEET C-3.13 ~ ( J r LANDSCAPE ARCHITi:CTURE
lr~ ~ COMMON f LAND PLANNiN6
l o ~ ~ AREA ~ ~ CINL EN(~NEERING
, BLANKET TOE DRAIN (SHADED) ~ 305 WEST FOURTH ST., SUITE 1-A IMNSTON-SALEf~t, NC 27101
1 EXTEND TO EXISTING GRADE ~ / PHONE (336 rz~-1os~
ELEV. 742.25 ON EACH END ' ~ ~ < ; SEE SHEET C-3.10 FOR DETAILS ~ ~ ~ , FAX [phone]
~ ~ i ~ ^v ~ ~ ~ ~ ~ 'ROPOSED
1ZS ' PROPOSED ~ ~ CLEARING ~I.EARNIG /11NN~IgN
E D ~ ~ ~ ~ LI7N15 ~ ~ ~ ~ F; t' ~ ~ IMITS 11•' 'fir. .~i
~ 1 EXISTING ~ > ~ C~" .~''RPOR,y ~ .'GC
WOODS ~ ~ ~ ~ ~ 7 ~ / fir T
~ ~ ~ ~ ~ r , ~ _ SEAL
,1,0~ ~ , ~ t ` , ~ , ~ , 4
~ moo. , - , ~ PROPOSED ~ 7 ~ I ~ u ~ . ~
CLEARING i- I ~,,1 111.
u~ITS - - ~ r t'~'~ - - - - ~ , , ~ ` _ ~ ~ ,-t- '/juuu111'
~ - ~ ~ i ~ i l 111111111H11/,~/1,
1 _ / r
~ ~ 5 ~ i~
LO ~ ~ ~ , ~ - _ J / TUNE (TYP) S ! ~ . ` _ ~ .1 1 r~ ~ ~ ~ 4~ _ ,-^~..Fj' ~ • r
i AL
, ~ . ~ w~0~i~ _ ~ ,r , T~,~OF ~ - ~ 1 ~ 14 i =
~ ~ 749.8 - , . 'f _ ~ ~ ~ 3~ 5
> r" 1 , ti ` ~ N ~ ~ 4 i
1,1j ~ 1111 N . /111111/1
~ ~ 3:1 1 ~ ~ ,r, 60 1 ~ V i i `r' PROJECT:
1, ~ ~ ~ k~
~ r ~ \ ~ ~ , _ , , , r ~
, ~ 1 N ~ ~ ~ ,
- ~ , ~ 1 ~ „ ~ . ~ n I ~ ~ 3x4 PRE-CAST ~ ~ ~ ~ ~ ~~3 I ~ ( ~ CONCRETE RISER ~ 1
~ ` ~ ~t f STRUCTURE V ~ , r
~ ~ ; 1 ! ~ SEE SHEETS C-3.10 \ ; I
t.- J 1, t \ do C-3.11 ~ ~ ~ r r I.
~ ~ ~ ~ I . ~ V ?~TE: COPE POND ~ 1 BOTTOM WARD RISER' , l 1 ,
~ 1 STRUC 7 I ? , 1 4 ( EXISTWO
C I wDODS NERAL SEQUENCE OF MAJOR CONSTRUCT14N ACTIVITIES -POND D:
~ V . , ~ ~ ~ a.ASS A RAP-¢tAP ~x.TER I f' ' 1. OBTAHI DAM MOGFICA110N PERMIT AND SEGMENTATION AND EROSION CONTROL
~ ~ ~ s I Tob Et~• 3a2 , PERMIT FROM THE NCOENR -LAND QUALITY SECTION PRIOR TO BEdNNING ANY WORK
~ ~ ~ ! f~. . ti ~ \ r~ f ~ OTHER THAN DRAINRG THE POND AS G:SCRIBED BELOW.
~ 5 of ~ ~ ~ CL A RIP RAPS, ~ ~ ~~ti 1 I 1 i1 2. CLEAR ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES AND
~ A \ ,FALTER aER~~ ,1 N~ISTALL ALL MEASURES ACCORGNG TO THE APPRObEED PLANS. CALL NCOENR
~ V ~ ~ \ ~ w sroNE oN ~ ~ ~ ~ N~ ~ ~ 1 ~ ' V \ FOREBAY SLOPE ~ WINSTON-SALEM REgONAI OFFlCE FOR INSPECTION OF MEASURES PRIOR TO BEgNNING ' ANY LAND DISTURBING ACTIVITY.
~ ~ f ~ \ ~ ~ f'
~ ~ ~ LOT 10 3. COMPLETELY DRAIN POND AT A RATE of APPROXIMATELY ONE FOOT VERTICALLY PER
1 9 ~y ~ • ~ ~ ~ A~ ~ ~ ~ J i ; I ~ DAY. IT IS REOOMMENDED TO DRAIN THE POND AS EARLY AS POSSIBLE In FACILITATE W ~ 15.22 AC,t DEWATERING aF THE DAM EMBANKMENT. DRAINING MAY 8E DONE PRIOR TO ISSUANCE
~ l I ti ~ OF THE DAM MODIFlCATKIN PERMIT, AND MAY BE ACCOMPLISHED BY PUMPING OR U)
\ ~ f ~ ~1 < . \ ~ ; ~ SIPHONING. THE POND SHALL BE COMPLETELY DRAINED BEFORE BREACHING THE DAM.
~ ~ ~ I ~ , \ ~ ~ i ~ it ( i 1 ti F 4. CLEAR ANO GRUB THE DAII EMBANKMENT ANO ALL OTHER AREAS INaCATED ON THE
\ 1 ~ U ORAIMNGS TO BE CLEARED.
~a ~ ~ \ ~ ~ Iti ~ Z ~ 5. BREACH DAM Fdt NSTALLATION OF THE NEW SPILLWAY BARREL SOIL REMOVED
~ \ ~ \ ~ ~ FROM THE BREACH SECTION THAT IS SUITABLE FOR REUSE AS EA~ANI(MENT Fill SHALL
A \ ~ 1 > ~ 3:1 SLOPES ~ ~ 13a ~ TYP I BE STOCKPILED. UIISINTABIE MAIEAIAL SHALL BE f:. ~ DISPOSED OF ONSIIE AS DIRECTED
. ~ ~ ~ ~ ~ aF ~ ~ ~ ~ \ ~ . fj BY THE OWNER. STREAM FLOW SHALL BE avERTIrD THROIIDEI THE BAEIICII SECIKIN UNTIL THE BARREL IS 1NSTwFO AND FLOW CAN BE ROU TH IT TED ROUGH
~ ( r- Z
1 J 1 ~ ~ 6. INSTALL SPILLWAY RISER AND BARREL STRUCTURE Ni THE LOCATION AND AT THE U~ ~ j Gy ELEVATKINS INDICATED ON THE DRAWINGS.
~ ~ ~ ~ \ \ 1 ~ ~ \ ~ NT I~ , ~ ~ SEDt~tE ~ ' Q O
~ ~ FOREBAY Q' ~ 1 i ~ ~ , ' r' 7. INSTALL BLANKET 110E DRAIN SYSTEM AND SEEPAGE DIAPHRAGM AS DETAILED. ;'a
~ V I E 1 N iT ~ N 8. PLACE FILL MAIERUII IN BREACH SECTION, ON BACK SLOPE AND ON TOP OF DAM. I"'
~ A ~ ~ BENCH FILL NITO EXISINC QIBANIg1ENT AS DETAILED. REDRESS UPSTREAM
~ ~ ~ \ , ~ v A 1 .1 ~ EMBANKMENT SLOPE TO 3:1. _
i 1 l ~ EIEY..74S.I~ E>AS1NiG NAIER ~ ~ Z Q B. INSTALL RIP RAP APRON.
~ 11 1 ~ LOT 9 ~ v ~ v ~ ~ a.EVATwN 743.~p ~ . ~ r _ ~
1 ~ BENCH A$ OF FEBRUARY ~I l \ 1 ~ 5.39 AC.f , ; ~ ELEv•74Z.2s ~ ~ ~ ~ 10. COMPLETE EXCAVA1KNi AND SHAPING AROI~ PEMtlMEIER OF POND GRADE UI L1J ~ MAINTENANCE S, AND TILL REMANNG GItA011G WORK. z
~ ~ ~ 1 ~ I
,A 1 _ ~ , ~ ~ 4D ~ 11. SEED FERISIZE AND MULCH All GSTLItBED AREAS.
1 ~ 1 o ~ ~ ~ t ~ ~ , ~ ~ Y, ~ ~ , 12. UPON T T 11 ~ U ES'fABUSHMEN OF PERIIANEN VELETA VE COVER AND APPROVAL FROM THE
I ` ~ ~ 1. 1 ' I ~ . , \ ~ ~ NCOENR -LAND QUw1Y INSPECTOR, REMOVE ALL TEMPORARY EROSKNd CONTROL o0
I ~ esrcH ~ \ , ~ ~ ~ MEASURES. ~ z ~
\ ~ ~ 1 ~ UPON PT WRI APP V - RECD OF TTEN RO AL TO HIIPOUND FROM NCDENR LAND QUw1Y
~ \ 'I • ~ ~ ~ ~ CT1 AIN Y ~ \ SE ON, THE POND DR VALVE MA BE CLOSED FOR THE MIPOUNDMENT OF WATER.
i' i ! ~ X42 ' . ~ \ ~ 7
~ ~ ~ ~ ~ `j~~" J ~ ~ \ ~ CLIENT: ~1J \ L \ `
~ ~i ' ~ ~ . / . + ~v ~ ; t ~ ~ ~ _ \ ~ ~ CITIZENS FOR
~ ' I ~ ~ \ 1 ~ ~ ' ~ ' \ ~ POND D NOTES: , . ECONOMIC ~
i , ~ , ~ i _ ~ ~ ~ J ~ DEVELOPMENT, INC.
~C ` ' 1 ~ i ` ~ ~ ~ 1. NO WORK lO MODIFY THE EXISTING DAM SHALL BE CONDUCTED UNTIL AUTHORIZATION IS P,Q, BOX 205 ~ RECEIVED FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
~ / i " ' ~ : , ~,1 ~ REIDSVILLE, NC 27375 _ RESOURCES (NCOEIrIt) -LAND DUALITY SECIKX4.
j l~'~` ~ r - 52 ~ ~1 ~ I ~ i ~ ~ , I j / - / ~ i 2-~- ; I [phone]
~ , t ~ / ~.1 x ~ f ~ i ~ 2 NO WATER SHALL BE IMPOUNDED PRIOR TO I OF THE P IT IMP N Y SSUANCE ERM TO OU D B , d~'~ ; NCOENR - LAND QUwTY SECTION.
~ ~ j o ~ ~ ~ ~ G ! ~ f~a " - 1 . ~ DRAWN: CHB CEM
~ 1 3. REFER TO THE SEGMENTATION A!~ EROSKN CONTROL DRAWINGS FOR EROSION CONTROL J ` ' , _ ` . ~ , MEASURES. DAIS: 0301 ~0~
I )t
~J _ 4. THE CONTRACTOR IS RESPONSIBLE FOR HANDLING ALL STREAM BASE FLOW AND STORM REVI~ONS:
1 ~ - 756 1 I 'V1R ~ ~ I f - , i FLOW THROl1GH THE DAM CONSTRUCTION SITE THROUGHOUT THE CONSTRUCTION PERIOD. ~
' ~ ~ I ~ 758 r~ S p - 5. BORROW MAIERIAI FOR THE DAM MODIFICATION SHALL COME FROM 111E ROADWAY
' i ~ ~ ~ - ~ ~ , 762, - ~ EXCAVATION ON THE PR03:CT. SOIL SHALL BE VERIFIED AS SUITABLE FOR USE AS DAM 1 FLL BY THE CEOTECHNICAL ENgNEER PRIOR TO PLACEMENT, AND SHALL 8E MONITORED
~ ~ r+~ THROUGHOUT THE CONSTRUCTION PERIOD TO ENSURE THAT UNSUITABLE SOILS ARE NOT
~ ~ ~ = - -"76~ ~ G R , _ : PLACED THE DAM STRUCTU E. SEE SHEET C-3.13 FOR SUITABLE SOIL MATERIALS AND
' PLACEMENT REQIAREMENTS. _ ~ M
~ _ , L- M w 6. SEE SHEETS Ct3.10 THRU C-3.13 FOR OETAN.S RELATING TO POND D. JOB. NO: 99139
~ , M M-1==-~ rn ' I m SHEET 11TtE:
_ 7. STREAM at WETLAND DISTURBANCE BEYOEO 1MAT S110MN ON THE ORAWNKaS IS _ - ~ ~ UIIMl1HORD>fD. N THE EVENT THAT UNAU'IFIORI2ED 018TIlRBANCE OCCUR$ THtt
ni a ~ . ~ ~ ` . ~ _ rn C01'RtACTOR SHALL Bf RESPCNSBLE FOR RES'TOI~iC THE p51URBED AREA lO THE ~m
r i -1 8A11~ACT1~1 OF TiE NCDENR - aVISK1N OF 1MATER OUwTr IMb 1!# u.S. 11RMY ~
~ , ~ n CORPS OF ENf>NEEE`RS AT FAS EXPENSE. ANY OIl~Jt M1T16A110N AS A RESULT . -r--~-'- ~ , ~ 1• W lIICH aSRr>RSANCE WILL ALSO BE AT THE CIWIIRACTOICS E1~ENSE.
rn t ~ RA IN ~ ~ ~ w
_J
~ ~4. PAN
i ~ - _
•
~ : ~ _ ~ . . ~ - ~ NOTE.
.GALL'.
i IS DAIS WAS CLASSRED AS LOW HAZARD BY THE SHEET NO.:
- TY TI OCTOBER 27, R LAND QUADSEC ON , 2000.
/ T=24.1 FT
CT) NPOUNDMENT CAPACITY = 13.3 AC-FT SCALE: 1 - 30 30 0 30
CY) J ®STIMMEL ASSOCIATS, P.A.
a+, r

TOP OF DAM
ELEV. 749.86 HOMOGENEOUS
" THOROUGHLY SCARIFY TOP EMBANKMENT
4 PVC PIPE TURNED ~ OF DAM PRIOR FILL. 5EE 5PECIFICATIONS STIMMEL
DOWN TO 6" BELOW NORMAL TO PLACING FILL. SHEET C-3,14 POOL ELEVATION 12' FOR SUITABLE FILL ASSOCIATES P.A. f
TEMP. WATER MATERIALS AND LANOSCAPE'ARCHITECTURE
QUALITY 1 YR. P AK TAE 748. PLACEMENT REQUIREMENTS LAND PLANN~
(1" RAINFALL) PROPOSED DA 'ROP05E0 DAM FlLL CIVIL ENGINEERNVG
pPE 3• ~ SHALL ~ BEI 1 c~, EXISTING DAM 0 YR. PEAK STAGE 746.53 p .1 SLOPE ~F INTO EXISTING MALL ~ BENCHED 305 WEST FOURTH ST., SURE t-A VTO EXISTING DAM WNSTON-~~ NC 27101
3• TOP OF RISER ELEV. 745.50 - - - - EMBANKMENT PHONE [phone] ;MBANKMENT AS SHOWN FAX [phone]
i ~ ~ ( )
PROPOSED SLOPE A
ELEV. 742.25 BEYOND PIPE ~ f r SEALS; `~,~~t,~~u,~,,,~~
SEEP ` ` AROU SEEPAGE DIAPHRAGM PROVIDE CLASS i RIP RAP APRON AROUND OUTLET BARREL .~apoR'~ ~
EXISTING PERMANENT WATER ~ ' DAM FILL 6 Wx2.5 THK TO EXTEND TO THE EX. ~~o r~, ;
QUALITY POOL ~ 8' MIN. BOTTOM OF SLOPE
25' d50 = 1.10' s~ ~ ~ SEAL .5 42 INVERT OF s i
_...1 lf. ' 736.25 - r ~ ~ ~ 2 ~ dmax 1.65 z BARREL 730.00 - + ~ •
~ ~ 734.00 , 138 LF OF' 24 D.I. PEE THICK.
PROVIDE PIPE BEDDING PER SPECIFlCATIONS \ - - RIP RAP '~~nunn~N~ -
CLASS A - PERMANENT 18 - - ELEV 729.50
RIPRAP .%~i,~ INV 734.00 • ~ ~0 •
BAFFLE SEDIMENT NCDOT 2S STORAGE ~ ~ O ~ / ,
DRAINAGE SAND 6" 6 • PROVIDE SOLID SCH 40 PVC rt
18" STONE BASE PVC END CAP SEAL PIPE FROM SEEPAGE DIAPRAGM t4
4'-~10 SCREEN THROUGH HEADWALL PROVIDE A ~3101r:
SCH 40 PVC PIPE RODENT GUARD SCREEN AT END % ~ ' 6 THICK ~l57 I
OF PIPE WASHED STONE
. BEDDING ~ •
GEOTI:XTILE FABRIC PROJECT: NCDOT STD. 838.01 CONCRETE
'/~x. kip%, H A WA PR UNDERUNER E D LL. OVIDE TOE WALL TO 3
Y 1~ ~~1 ~ ~ ~ ~~Y [ BELOW PIPE INVERT FOR ENTIRE
.~Y'. '~:A 1! f . , ~ j'~ ~ . LENGTH OF WALL.
- . SCALE. 1 -fi
' ~ ' ~ ~ Ci':`
~ .
~ i
~`r`; ~ ~,°x'~' TOP OF BLANKET DRAIN t r
> TO BE SET AT EXISTING
GRADE.
24" NCDOT 2S 4" SCH 40 PVC
DRAINAGE 10 SCREEN PIPE DAM D.I. ~
PIPE SAND ~U-
EXISTING
GRADE
6 " ) 12 w
" AROUND OUTSIDE ~~~;:~z. TOP OF DAM ELEV. 749.86
4 SCHEDULE 40 OF PIPE NCDOT 2S r „ ~ ~,~fi.~. Q
PVC #10 SCREEN DRAIN PIPE DRAINAGE SAND ~ y,
WITH RODENT GUARD 20 U PERMANENT POOL ELEV. 742.25 3 _ _ _ _ _ _ _ _ _ _ _ _ _ ~
- - z
4'- 0 SCREEN
ih SCH 40 PVC PIPE (T1rP.)
E-
. PVC E PVC END - f-- z
N.T.S. N.T.S. c 12' t~Cp4T.1S I PROPOSED ~ CAP U 12 ~
©R`kINA~GE SAND SANG OAM FlLL 0 Qo
U
SEEPAGE DIAPHRAGM. SEE CROSS SECTION A-A eul T'OE DRAIN
DETAJL 1 TO DI ARGE THROUGH BLANKET TOE i ~ - DRAIN Z Q
r PIPE ENp SECTION SEE
EEt C-3.13 ~ _ SH ~ ~
L1J ~
w__--_-__ . _ - T z ~ r + ~ ~ 4 -~10 SCREEN -
0: ~a. i j ~ , _ Y SCH 40 PVC
f ~ \ N ~ ~ ~ LATERAL PIPE (TYP.)
24 D.I. PIPE 0
I i y,, . 760 _ , . _ _..__.F . _ 760 _ ,y Z
~ i I I ( t i
i I
i ~ i i ~ , F ~ ~ j ~PROPOSEQ TOP OF t
CLIENT:
EXiSTINGi I CITIZENS FOR
DAM ' ' ~ 1 ~ i ELEVATI ~ ~ N,T ECONOMIC
I ~ I ~ .S ~ ; , ~ ~ N.T.S. DEVELOPMENT, INC.
750 ~ 750 P,O. BOX 205
~ , REIDSVILLE, NC 27375
i I°1 [phone]
f i I PROPOSED TOP
_ _.w....___ ~ ~ _ I _ _ t _ _ _ I i , , i I I OF DAM ELEV. 749.86 DRAWN: CHB CEM
i ~ ~ i r j i DATE: 03/01 /01
~ ` ~ J ~
~ 5.00 I PERMANENT POOL REVISIONS:
5. 0 ~ ~ . _ _»_~__y ~_._..,._.,P t- .~.y -._.j_.__._ _ 40 _ 740 , .F , J , 't_. I ELEV 742.25 ?0~ ~,0
?0, t ~ . / CORE ROPOSED DAM
` EXI TING ~ ~ :7 F ~ ILL INTO XISTING GLADE .I..~ + - ~o. - -a,
DrAM ~ i A MINIMWM OF 5 +TYP ~ . , . ) t 1'~ I~ I M ~ 4 PVC
CORL TRENCH SHALL BE WIDE ~ I :~L.. I , ~ ' TEE (TYP) ti0
_ ~ ~ T~'~ACCOlV4 ATE`. • i O ~ ~ ~ ~ t i 1 ~ f NCDOT 2S
• CQMPACTION; EQUIPMEN OR j . DRAINAGE SAND p N VC E D Joe. Na 99139
m ' ~ ' A tJIINIMUM OF' 10 FEET DE. j i l , ~ ,I~ ~ ~ ~ ~ 1 ~ CAP (TYP)
o , ~ i ' ' ~ ~ i ~ ~ is ' I. 4 PvC 90 ; ~ , SPIFFY 11TU:: ~ I~ ~ `'I ; is ~ BENDS (TYP)
' 730 ~ I~ ~ I Vi ~,,I ! , 4 -~I'10 SCREEN
.n NOTE' ~~i~; ~ ~ i I L 0 1 1 ~ s ~ i. f ~ ~ I! ~ ~ SCH 40 PVC NOTE: ~ K
CONTRACTOR SHALL NOTIFY THE ENG NEER AND' THE ! ! i ~ , ~I ~ , I ~ ~ SEEPAGE l+ . IN A ~ -.1.~ :.7 THE BLANKET TOE DRAIN SHALL BE PLACED +i LATERAL PIPE
TESTI G FIRM EN CORE 'TRENCH E CAVATION ~ IS ~ i ~ a ~ + I DfAPHRAGM COMP ETE PRIOR TO PLAC~VG CORE ENCH FILE ~ ! I 6 INSIDE THE TOE of THE DAM AND SHALL P N
L e~flN'-°~--E~tfST11NG ~91LS: +tt~E _ _ t-___...__._..~_~____ o ~~N5'PE ~A Tt~ r w 8E 20' WIDE. A MINIMUM OF 2' OF COVER a
` SO LL RESULT IN OR N H - WI C E ~'RE C BANG RE E AVAI'1=D ~ a m ~ ~ SHALL BE MAINTAINED OVER THE BLANKET. T I AL a PROPOSED DAM
AT CONTRACTOR'S EXPENS . ~ ~ - 6' OUTSIDE TOE
i . ( ~ ~ 0 4 ~ ~ SCH 0 4 -~t10 SCREEN SCH 40 PVC PIPE
wn?. r_ aw ..www
°I X20 X20 UI lU
73 bJ ul&u ILI SHEV W.: -
cl.
DAM CENTERLINE PROFILE
CD 7 BLA ~ BLANKET TOE DRAIN - PLAN VIEW C-341 O
SCALE: HORIZ. 1"=60' VERT. 1"=6' t 4
v N.T.S • N.T.S. oS7IMMEL ASSOCIATES, P.A.

REMOVEABLE vALVE
WRErICH MATH HAND
WHEEL ON TOP. PROVIDE CHAIN ANO LOCK FOR
SECURING WRENCH TO 24•
TRASH RACK. TOP OF PRECAST STiMME
sTRUCTURE AS A, P A SOC! TE . . S
U~IOSCAPE AItt~N1Et~Tl~2E
uNa ~A
vALVE clw~ ENGINEETd~{G
PRECAST OPERATING 12" 305 T FOURTH ST. SUITE 1-A
sTRUCTURE WALL STEM WINSTON-SAIE~t, NC 27101 SECURE S1EM CUIDE PHONf (336 713-1087
3000 PSI CON(2ZETE 12' r5 REBAR ANCHORS AT 12" O.C. A A BRACKET TO WALL USING FAX [phone]
COU-~ AROUND PIPE DIAMETER. DRILL INTO 4.0' COLLAR WIDTH e EXPANSION ANCHORS
4 ~ PRECAST STRUCTURE WALL AND SET r' ~ SEALS: ,i,iNiliulr,r*,
ANCHORS USING EPOXY GROUT. 12' COLLAR
~ : PROJECnoN N SEC110N A-A aPOR ~
~5 REBAR ~ ~ / \ ANCHORS ~5 REBAR ~ ; G~ TF ~0 . ANCHORS ,
: ~ 1' A? .
t~ E EXTENSION STEM WITH 2 S tiJ~
1 I ~ .Iy. +f I OPERATING NUT ON TOP ~ `
GROUT INSIDE ~ STRUCTURE AROUND ~ C-68
I I PIPE TO FlLL ALL VOIDS. < 12" TTA T '~h ~i~`~ A CH STEM 0 ~illnmliii
o o.C 24 DUCnLE ~ 24" DUCnLE OPERATING NUT TO
IRON PIPE I I I b IRON f~PE PREVENT REMOVAL `,iip?unngp~/
12' COLD 1A ~R 12' COLLAR ~ ~
I I e' PROJECT1c PROJECTION 10' RESILIENT WEDGE 12' GATE VALVE - M.J. ENDS
I II MAX. ~ rt 10 OUCIILE ~ _
• IRON PEE 14 = ; 6
"s ! ~ l
BASE I
sECTION
I Wniaii PRE-CAST MINIMUM DEPTH BASE SECTION REQ.'D TO INSTALL PROJECT:
ASSEMBLY
SEAL PIPE PENEIRATK>H
PROVIDE SUPPORT CONCRETE COLLAR USING RUBBER 800T do FOR VALVE AROUND PIPE STAINLESS S1tEl
NTS NTS HARDWARE
NTS
'
PRECAST OUTLET STRUCTURE SHALL
HAVE A MINIMUM WEIGHT OF 24,260
Tbs. (INCLUDING 24' BLOCKOUT AND NOTE: EXTENDED BASE) CONTRACTOR SHALL NOTE: ' W
TRASH RACK AND SUBMIT SHOP DRAWINGS TO ENGINEER TRASH RACK AND ANn-VORTEX PLATES FOR APPROVAL PRIOR TO ORDERING AN'il-VO#iTEX PLATES
NOT SHOWN FOR CLARITY THE STRUCTURE. NOT SHOWN FOR CLARITY
SEE SHEET C-3.12 FOR -SEE SET C-3.12 FOR Q
TRASH RACK DETAILS TRASH RACK DETAILS U
Z
ELEV. 745.50
ELEV. 746,b0 I-
_ ~
HOLE FOR 4' SLEEVE SHALL Bf CORE DALLIED MV THE FiEID BY THE CONTRACTOR. OMIT R£iNf'ORCINC - 6 MIN Z 6• MrN. WALL U
MINIMUM TOP IN THIS AREA. SLEEVE SHALL 8E GROUTED IN USING 1FMCM TFMCKNESS OUTSIDE Q 0
RISER SECnON 4• pVC ~ EPOXY GROUT. FACE OF A
HEIGHT SHALL INV. 742.25 BE 3.75' 4' PVC PIPE TURNED STRUCTURE ~ U
DOWN TO 8' BELOW NORMAL
POOL ELEVAl10N L NORMAL POOL Q
ELEV. 742.25 ELEV. 74225 Z
6' LL
LL{
CONCRETE z
4'-0' 12' COLLAR I _
e' MIN. wALL
PROVIDE STEPS IN ACCORDANCE THICKNESS " (Y U 4' PVC
W/ ASTM-478 CO-POLYMER POLYPROPLYENE STEEL O O 3 -0' -
REINFORCED STEPS 16" O.C. 3'-0' Z
SOLID PRECAST CONCRETE 80X. 0
JOINT OESIGN SHALL CONFORM TO WAFFLE STriE BOX NOT ACCEPTABLE. ASTM C-478. JOINT SHALL BE ~ I B
SEALED USING BUM RUBBER CLIENT:
SEALANT CONFOR#IING TO ASTM-C99O. PARGE JOINTS 24' 0.1. PIPE - C/L- - - - - ° o
INSIDE AND OUT wITH NON- in I CITIZENS FOR
SHRINK GROUT. ECONOMIC
DEVELOPMENT, INC.
I - P.O. 60X 205 NOTE:
I HOLE FOR 10" BOTTOM DRaN ShpS s' REIDSVILLE, NC 27375
sHALL eE coRE oRILLEO W 336 342-8138
CONCRETE COLLAR I IN THE FIELD BY CONTRACTOR. STEPS OMIT REINFORCING THIS AREA.
BY CONTRACTOR SEE DETAILS 1 ac 2 12"
THIS S'MIEET oRAMIN: CH 6 CEM 1RASH GUARO FOR
BOTTOM DRaN, sEE oATE: 03/01 /01
SHEET C-3.13 REIASIONS:
N.OCK OUT FOR
24' D.1. Z4' D.I. PIPE BY INY. 734.00 PRECASTER 10" GRAIN PIPE do YALVE
II SEE DETAIL 3 THIS SHEET.
~ I
4.0 MIN. BASE 4'-0• PRE-CAST 12" PRE-CAST BASE SECTION
SECnON 24" D.I. PIPE I I BASE SEC110N
°o HEIGHT ~ I B'-0' N 991 Joe. o: 39
v I 0
~ T I I I I SHEET 11TLE:
ELEV 734.00 7340 0 R VI
I A
O ~ t T IN U IA K.
L ~ ~ • d Q NOTE N
3DDD PSI TRASH RACK AT~D
H CDNCREn~ _ T~ ANTI-wRTEx Pulls A I . ~ Nor SHOD FoR C1.AAfTY
tt ~ g , SEE SHEET C-3.t2 FOR
~ ~ $~/r-P ,tom K~ ~~'j•+~ ,Ti i .:,..3,„ ~ 'i ! 'p.~~ ;jam 1 ~ y - ~ , a ' ~r ~ _ ~ , ` I } TRASH RACK OE1Ap,S
18" SURGE SCALE. AS NOTED
D .y. STONE 18 SURGE STONE
o STABIUZA110N STAMZAPM SHEET NO.:
to 7r co cn _ n
OUTLET RUC JR 'E SECTION A OUTLET STRUCTURE SECTION rn B-B OUTLET STRUCTURE PLAN VI EW C-3*1 1
rn i
T7 m NTS NTS NTS S11MMEL ASSMATES P.A.

STIMMEL
3`x1 4" ALUM. / ASSOCIATES P.A, HINGE ASSEMBLY ,
FLAT BAR FRAME 3 4" HOLE TYP OF 2 LANDSCAPE ARCHITECTURE / $ ( )
FOR R " LAND PLANNING ~ 2x1 4 ALUM. / CIML ENGINEERING
(TYP. EACH END) 13 • FLAT BAR 5 305 WEST FOURTH ST., SU11E 1-A
WINSTON-SALEM, NC 271p1
PHONE 338 7°23-tO87 0 ~
FAX (336) 23-'I.O69
3 x4 x1 /4 ~ ~
SEE DETAIL 4 „ „ M 3x3 x1 /4 ~ ~iIS SHEET FOR SEALS: ,,~opunarr~r~ ALUM. ANGLE `
ALUM. ANGLE ~ l~!!TI-VORTEX 0 TYP1
• ~ SEMBLY F G F~!4
I ' it
NOTE: N ' .SEAL
WELD BARS AT ALL 4'-3 1 2"Lx1 2" B ALUM. ROD / / INTERSECTIONS W/ THREADED ENDS ALUM. ROD i s i-
i o a. C_69
PROVIDE 1 2" " N „ / 3x3 x1/4 WASHERS AND NUTS '~•,,.......••f~ ~ SECURE TRASH RACK H CAR4~;o``
ALUM. ANGLE AT EACH END TO RISER STRUCTURE "
3"x3"x1/4" USING EXPANSION d~a~"""'~+,,,~
ALUM. ANGLE ANCHORS 12" OC. ' ~ C'~0 ~ SEE DETAIL 4 't
y THIS SHEET FOR
i~ ANTI-VORTEX
1 /2 [p ALUM. BARS ~r ti ASSEMBLY ~ ~ • 14 t
6" OCEW VERTICAL BARS ~ 1= ~ ~ s 3 ~ D
OVER HORIZONTAL BARS , .
rn TYP ~ { ) ~ ,,~~~1~
~+nurn
3"x3"x1 /4"
ALUM. ANGLE
3'-0"
3"x1 4" ALUM.
4'-7 1 /2" FLAT BAR
OUTSIDE FACE
„ 4'-0" 3 x3 x1 /4 OF RISER STRUCTURE
ALUM. ANGLE 3"x1/4" ALUM.
FLAT BAR
OUTSIDE FACE OF RISER
STRUCTURE
SE TION A-A
PLAN VIEW ELEVATION ~ NT5 -
NTS NTS W
Q
S
U
Z
{ w
z'
Z
U~
QO
~U
E--
_ Q Z
ANTI-VORTEX PANEL W~
OUTSIDE FACE NOT WELDED TO HINGED FRAME Z
OF TRASH RACK. WELD TO OF RISER CROSS MEMBER. Y EL' ~
STRUCTURE
00
Z~
CLIENT:
r.
CITIZENS FOR
ECONOMIC
DEVELOPMENT, INC.
P.O. BOX 205 REIDSVILLE NC 27375
4'-1 1 /2" 2"x1 ALUM. YxYx1/4" [phone]
uuM. ANGLE
FLAT BAR STIFFENER WELD In HINGED
. . (WELD FULL LENGTH) e FRAME OF DRAwN: CHB
N 1RASH RACK DATE: 03/01 /01
(FUU LENGTH)
aEVIS~oNS:
~ ~o
2"xYx1 /4"
• „ 1 4' ALUM. ALUM. ANGLE
2x1 4 ALUM. / / FLAT BAR STIFFENER 1/4" ALUM.
ANTI-VORTEX PANELS WELD FULL LENGTH PLATE ,IOe. No- 99139
o WELDED TO HINGED { ) ° FRAME OF TRASH RACK . 1'-5 1 /2" SHEET 11TLE:

N
RI
0
0
c. a - ~ ~
a - SECTION` A-A PLAN .VIEW A SECTION 6 B
I
NTS _ .NTS m . NT5
Mkt u T c
HVrM.ir~. ..v.
SHEET NO.:
U L
r
yh. -3-012
CL W 0 SIWEL ASSOMATES, P.A.

STIMMEL
ASSO A C1 TES P.A.
LANDSCAPE ARCHITECTURE
LAND PLANNING
CIVIL ENGINEERING
305. WEST FOURTH ST., SUITE 1-A NOTES: WMVSTON-SALEM, NC 27101
(1) CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM. PHONE (336)'723-1067
(2) STEEL REINFORCING DESIGN TO CONFORM TO THE FAX [phone]
REQUIREMENTS OF ASTM C890 SPRECIFICATIONS FOR
2'-8" " TR CTURAL DESIGN LOADING F R WA S U 0 TER AND WASTEWATER -8 TUR S" AN SEALS; ` ,~aun~~~~,,~~~
STRUC E 0 SHALL UTILIZE GRADE 60 RE-BARS ; " CONFORMING TO THE REQUIREMENTS OF ASTM A615 OR WWF
2'-D" -O CONFORMING TO THE RE IREMENTS OF A ,rQaPOR,~ j QU STM A185 OR BOTH. ;•c F A ;
(3) PIPE PENETRATIONS TO BE GROUTED BY CONTRACTOR. r ~,T
i ;
I SEAL ~ S
~ I ~ S ~ ~ 31 ~ , ,,~o I 1 '.~_ea
a" m PvCPIPE N CARD
PENETRA~{ON (TYP OF 2)
8 ,,~~puuu~p~I~
I I(') e ~ ` I I ~ ,
d I ; I ~ ~
~ ~ ~ SEAL ,
of ;
~ IQ r ~ ; ~ •
I - - I ~ L _ ~i~ ~s~
N +y~~ - - ~uunn
PROJECT:
-
6"
7'-0"
8'-2"
10" BOTTOM
DRAIN

r • "
I
I I I I
I I I I 1 I 1 I
0 0 0 1 2"Ib ALUM. BARS / W
6" OC EACH FACE WELD AT ALL Y I
CONNECTIONS Q
3"x3"xt/4" ALUM.
ANGLE BASE FRAME ~ -ice U
Z
;
1 2" DIA. x 3" LONG . ~
ATTACH ALUM. ANGLE EXPANSION ANCHOR -
- TO RISER STRUCTURE AND ~ (TbP) EXTENDED BIkSE USNG ~ ~ Z
EXPANSION ANCHORS ~ 4 ~ ~
. ~ ~ Q
3'-6" EXTENDED BASE
OF RISER STRUCTURE 0 0 0 . ~
3"x3"x1/4" ALUM. I- ~
ANGLE SIDE
do TOP FRAME Q Z _
g" 1'-0"
W~
~ 7 BARS N Z
Y
BALLAST PAD
0 o FOR RISER O O
STRUCTURE
Z~
1'-9"
z CLIENT:
CITIZENS FOR
ECONOMIC
DEVELOPMENT, INC.
P.O. BOX 205
REIDSV1LLE, NC 27375
[phone]
y DRAWN: CHB
NTS NTS DATE: 03/01 /01 ITS
REVISIONS:
4. .
0 JOB. Na 99139
o N SHEET TITLE:
!f] O
Q I
O .-r
lf7 IN P A K.
O L PN
Q Q
7 L N A
H
3 AI
O D SCALE: N.T.S.
Y U SHEET Ha:
f0 L
L" N
(p L C- 3013
a
w ©STiMMEL ASSMATES, P.A.
U

P Y>
STI#~MEC
P. ASSOCIATES .A
LANDSCAPE ARCHITECTURE..
LAND PLANWNG
qVN. ENGINEER{NG
3~ WEST fOt~tTH ST., SUITS 1-A~
WINSTON-SALE#, MC 21101 PHONE (910 723-t{161
FAX (910) 23-iC69
1 6. LAYING PIPE - PUSH-ON ,101NT PIPE SHALL BE PLACED WITH THE BELL ,
END UPSTREAM. JOINTS SHALL BE MADE IN ACCORDANCE WITH RECOMMENDATIONS SEALS `~~~~•unurrq ~~~i
OF THE MANUFACTURER. AFTER THE JOINTS ARE SEALED FOR SNP
THE ENURE LINE, THE BEDDING SHALL BE PLACED SO THAT ALL SPACES UNDER 1. STRUCTURE I. I. STRUCTURE DESIGN SPECIFICATIONS SHALL CONFORM TO LATEST ASTM C913 Goa ~t ,o~, N ~ f
AREAS DESIGNATED FOR BORROW AREAS, EMBANKMENT, AND STRUCTURAL WORKS THE PIPE ARE FILLED. CARE SHALL BE EXERCISED TO PREVENT ANY DEVIAT{ON SPECIFICATI01' SPECIFICATIONS FOR PRECAST CONCRETE WATER AND WASTEWATER ~ " N T STANDARDS. = {
ARED GRUBBED AND STRIPPED OF TOPSOIL. ALL TREES, VEGETAT10N, FROM THE ORIGINAL LINE AND GRADE OF THE PIPE. THE FIRST DINT MUST BE STRUCTURES" SHALL BE CLE , STRUCTURES AND CDO ~ SEAL
ROOTS AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED. CHANNEL BANKS LOCATED WITHIN 2 FEET FROM THE RISER. NGTH 4000 PSI MINIMUM. ' 2. CONCRETE COMPRESSIVE STRE ~ F
AND SHARP BREAKS SHALL BE SLOPED TO NO STEEPER THAN 1:1. 2. CONCRETE A L TREES BRUSH 7. BACKFILUNG SHALL CONFORM TO "BACKFILIt ADJACENT TO PIPES & STRUCTURES" AREAS TO BE COVERED BY THE RESERVOIR WILL BE CLEARED OF L , +,,C-6~ Ro ~ .
F NCES RUBBISH AND OTHER OBJECTIONABLE MATERIAL UNLESS OTHERWISE AS SHOWN IN SECTION III. 3. STEEL REiI LOGS, E , 3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OF ASTM " ''~~mm~+~~`~
DESIGNATED ON THE PLANS. TREES, BRUSH AND STUMPS SHALL BE CUT APPROXIMATELY C890 SPECIFI X890 SPECIFICATIONS FOR STRUCTURAL DESIGN LOADING FOR WATER AND
R MANAGEMENT PONDS A 8. OTHER DETAILS (ANTI-SEEP COLLARS, VALVES, ETC.) SHALL BE AS SHOWN WASTEWATER LEVEL WITH THE GROUND SURFACE. FOR DRY STORM WATE , NASTEWATER STRUCTURES" AND SHALL UTILIZE GRADE 60 RE-BARS CONFORMING ~,~~~'"""'"h,, ~ ~
IUS AROUND THE INLET STRUCTURE SHALL BE CLEARED. ON THE DRAWINGS. TO THE REQU MINIMUM OF A 50 FOOT RAD TO THE REQUIREMENTS OF ASTM A615 OR WWF CONFORMING TO THE 't
ALL CLEARED AND GRUBBED MATERIAL SHALL BE DISPOSED OF OUTSIDE AND .BELOW REQUIREMENT ZEQUIREMENTS OF ASTM A185 OR BOTH.
IR CTED BY THE OWNER OR HIS V• S~E,IE THE LIMITS OF THE DAM AND RESERVOIR AS D E R ALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF 4. PROVIDE ADDITIONAL REINFORCING AT OPENINGS. _ SE
UANTITY OF TOPSOIL WILL BE CONC ETE SH 4. PROVIDE A REPRESENTATIVE. WHEN. SPECIFIED, A SUFFICIENT Q RTATI STANDARD SPECIFICATIONS SECTION 1000 CLASS A. THE EMBANKMENT AND OTHER TRANSPO ON, , 14 ~
STOCKPILED IN A SUITABLE LOCATION FOR USE ON DESIGNATED AREAS. 5. STRUCTURI FOR FULL HYDROSTATIC LOADING RESULTING 's s 5. STRUCTURE TO BE DESIGNED ~
VI. ROCK RIP RAP FROM WATER ROM WATER LEVELS TO THE TOP OF THE OAM OR HS-20 TRAFFIC LOADING, ,,.I «
ROCK RIP RAP SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF WHICHEVER I; II. EAR H FILL TRANSPORTATION, STANDARD SPECIFICATIONS, SECTION 1042. ~NHICHEVER IS GREATER. '%~fq
THE RIP-RAP SHALL BE PLACED TO THE aEQUIRED THICKNESS IN ONE OPERATION. 6. STEPS REf
A, MATERIAL THE ROCK SHALL BE DELIVERED AND PLACED IN A MANNER THAT IMLL INSURE THE RIP- 6. STEPS REQUIRED AS SHOWN. STEPS SHAU. BE STEEL REINFORCED COPOLYMER PROJECT; POLYPROPYLENE PLASTIC AND MEET THE REQUIREMENTS OF ASTIvI C478.
APPROVED DESIGNATED BORROW AREAS. IT POLYPROPYLE THE FILL MATERIAL SHALL BE TAKEN FROM RAP IN PLACE SHALL BE REASONABLY HOMOGENEOUS WITH THE LARGER ROCKS
SHALL BE FREE OF ROOTS, STUMPS, WOOD, RUBBISH, STONES GREATER THAN 6", I T AND FlRMLY IN CONTACT ONE TO ANOTHER WITH THE SMALLER UNIFORMLY DISTR BU ED 7. JOINT DES 7. JOINT DESIGN TO CONFORM TO ASTM C-478. JOINTS TO BE SEALED WITH
FROZEN OR OTHER OBJECTIONABLE MATERIALS. FILL MATERIAL FOR THE ROCKS FILLING THE VOIDS BETWEEN THE LARGJ=R ROCKS. I ASSIFICATION BUM RUBBE BUM RUBBER JOINT SEALANT CONFORMING TO THE REQUIREMENTS OF ASTM
EMBANKMENT AND CUT OFF TRENCH SHALL CONFORM TO UNIFIED SO L CL FILTER CLOTH SHALL BE PLACED UNDER ALL RIP RAP AND SHALL MEET THE C990. PARGE 0990. PARGE JOINTS INSIDE AND OUT USING NON-SHRINK GROUT.
SC, OR CL REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, SECTION 1056, TYPE 2.
B. P A T
AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF yll, CARE OF ,~p~TER DURING CONSTRUCTION
FILL. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8-INCH THICK (BEFORE COMPACTION) ALL WORK ON THE PERMANENT STRUCTURES SHALL BE CARRIED OUT IN AREAS FREE
LAYERS WHICH ARE TO BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE FILL. THE FROM WATER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL TEMPORARY
MOST PERMEABLE BORROW MATERIAL SHALL BE PLACED IN THE DOWNSTREAM DIKES, LEVEES, COFFER DAMS, DRAINAGE CHANNELS, AND STREAM DIVERSIONS
P TIONS OF THE EMBANKMENT. THE PRINCIPAL SPILLWAY MUST BE INSTALLED NECESSARY TO PROTECT THE AREAS TO BE OCCUPIED BY THE PERMANENT WORKS. THE OR
CONCURRENTLY WITH FILL PLACEMENT AND NOT EXCAVATED INTO THE EMBANKMENT. CONTRACTOR SHALL ALSO FURNISH, INSTALL, OPERATE AND MAINTAIN ALL NECESSARY ALL [ PUMPING AND OTHER EQUIPMENT REQUIRED r:OR REMOVAL OF WATER FROM THE REBEL II F ALL DISTURBED AREAS TO BE SEEDED WITH AN EVEN MIXTURE OF R FINE FESCUES AT A RATE OF 5-6 _ REBEL II, FALCON AND JAGUA
VARIOUS PARTS OF THE WORK AND FOR MAINTAINING THE EXCAVATIONS, FOUNDATION, C. COMPACTION LBS./1,000 RODUCE A THICK, FIRM STAND OF GRASS.
ALL DAM FILL SHALL BE COMPACTED TO NOT LESS THAN 989 OF THE STANDARD PROCTOR AND OTHER PARTS OF THE WORK FREE FR~i WATER AS REQUIRED OR DIRECTED BY THE FERTILIZE p LBS./1,000 S.F. SO AS TO P F RTILIZE AT A RATE OF 10 LBS./1,000 S.F. WITH ASLOW-RELEASE W E
MAXIMUM DRY DENSITY ASTM D-698 WITH A MOISTURE CONTENT WITHIN +/-2~ OF THE ENGINEER FOR CONSTRUCTING EACH PART OF THE WORK. AFTER HAVING SERVED THEIR ( ) FERT1LIZER FERTILIZER USE STRAW ARID ASPHALT EMULSfON TO COVER SEED UNTIL
F FI L SHALL BE COMPACTED AS NECESSARY TO OBTAIN THAT PURPOSE, ALL TEMPORARY PROTECTiV~ WORKS SHALL BE REMOVED ~ LEVELED-AND OPTIMUM. EACH LAYER 0 L STABLE. APPLY LINE ACCORDING TO SOIL TEST, OR APPLY 4,000 Q
NT R IRED TO PREVENT OBSTRUCTION IN ANY DEGREE STABLE.) A DENSITY, AND IS TO BE CERTIFIED BY THE GEOTECHNICAL ENGINEER AT THE TIME OF GRADED TO THE EXTE EQU LBS. ACRE SNOW-RELEASE PELLETIZED AGRICULTURAL LIMESTONE.
WHATSOEVER OF THE FLOW OF WATER TO THE SPILLWAY OR OUTLET WORKS AND SO AS LBS./ACRE CONSTRUCTION. TESTING WILL BE THE OWNERS RESPONSIBILITY. NO COMPACTION EQUIPMENT IN ANY WAY WITH TFIE OPERATION OR .MAINTENANCE OF THE SEEDING / S: AUG. 20 THROUGH OCT. 25 AND FEB. 1 THROUGH U SEEDING l7ATE
SHALL TRAVERSE ANY PIPE UNTIL MINIMUM COVER IS PLACED OVER PIPE TO PREVENT DAMAGE NOT TO INTERFERE STRUCTURE. STREAM DIVERSIONS SHALL BE MAINTAINED UNTIL THE FULL FLOW CAN BE M~•' a. Z
TO THE PIPE. COMPACTION TESTING FOR EMBANKMENT SHALL BE PERFORMED AT A FREQUENCY r AL FOOT OF FILL. COMPACTION TESTING PASSED THROUGH 1HE PERMANENT WORKS. THE REMOVAL OF WATER FROM THE
OF ONE TEST PER 2000 SQUARE FEET PER VERTIC SEE` THROUGH THE DAM SHALL BE REQUIRED AT A FREQUENCY OF ONE TEST REQUIRED EXCAVATION AND THE FOUNDATION SHALL BE ACCOMPLISHED IN A ALONG PIPES PLACED
MANNER AND TO THE EXTENT THAT WILL MAINTAIN STABILITY ~ THE EXCAVATED SLOPES 1. REMC PER 25 LINEAR FEET OF PIPE PER VERTICAL FOOT OF FILL. LE GROUND COVERS INCLUDING ANY 1. REMOVE ANY UNDESIRAB
AND BOTTOM OF REQUIRED EXCAVATIONS AND WILL ALLOW SATISFACTORY TEMPORARI PORARY SEEDING. ~ TEM EDED TO A MIN. DEPTH OF 4"-6." - I- Z
PERFORMANCE OF ALL CONSTRUCTION OPERATIONS. DURMi6 •iHE PUKING AND 2. RIP Tl D. CUTOFF TRENCH: 2. RIP THE AREA TO BE SE 3. REMOVE ALL LOOSE ROCKS, ROOTS, ETC. LEAVING SURFACE ~
THE CUTOFF TRENCH SHALL BE EXCAVATED INTO IMPERVIOUS MATERIAL ALONG OR COMPACTING OF MATERIAL IN REQUIRED EXCAVATIONS, THE WATER LEVEL AT THE _ 3. REMO' SMOOTH AND UNIFORM.
PARA LEL TO THE CENTERLINE OF THE EMBANKMENT AS SHOWN ON THE PLANS. THE LOCATIONS BEING REFILLED SHALL BE MAINTAINED BELOW THE BOTTOM OF THE SMOOTH AP L Q 4. APPLY SEED, AGRICULTURAL LIME, AND FERTILIZER UNIFORMLY AND
TH OF THE TRENCH SHALL BE GOVERNED BY THE EQUIPMENT USED FOR EXCAVATION AT SUCH LOCATIONS WHICH MAY REQUIRE DRAINING THE WATER TO SUMPS 4. APPLI BOTTOM WID TH EING TEN FEET. THE DEPTH SHALL BE AT LEAST FROM WHICH THE WATER SHALL BE PUMPED. _ , MIX WITH T EXCAVATION, WITH THE MINIMUM WID 6 U MIX WITH THE SOIL.
A OR AS SHOWN ON THE PLANS. THE SIDE SLOPES OF 5. MULCI FIVE FEET BELOW EXISTING GR DE , Y AFTER SEEDING AND ANCHOR MULCH. 5. MULCH IMMEDIATEL
THE TRENCH SHALL BE 1 TO 1 OR FLATTER. THE BACKFILL SHALL BE COMPACTED WITH VIN. .
M ALL BORROW AREAS SHALL BE GRADED TO PROVIDE PROPER DRAINAGE AND LEFT tN A CONSTRUCTION EQUIPMENT, ROLLERS, OR HAND TAMPERS TO ASSURE MAXIMU Q Z
SIGHTLY CONDITION: ALL EXPOSED SURFACES OF THE EMBANKMENT, SPILLWAY, SPOIL DENSITY AND MINIMUM PERMEABILITY.
AND BORROW AREAS, AND BERMS SHALL BE STABIIJ~D BY SEEDING, LIMING, FERTILIZING AND MULCHING IN ACCORDANCE WITH THE SPECIFICATIONS AS SHOWN ON THE W
III. BACKFILL ADJACENT TO PIPES ~C STRUCTURES Z
FI A JACENT TO PIPES OR STRUCTURES SHALL BE OF THE TYPE AND QUALITY ACCOMPANYING DRAWINGS. BACK LL D
CONFORMING TO THAT SPECIFIED FOR THE ADJOINING FILL MATERIAL. THE FILL SHALL BE TA LAYERS AT A THICKNESS THAT IS COMPATIBLE WITH THE COMPACTION IX• EROSION ANLD SEDIMENT- CONTROL PLACED IN HORIZON L TION OPERATIONS VNLL BE CARRIED OUT IN SUCH A MANNER THAT EROSION -~U
P NT EING USED TO ACHIEVE THE SPECIFIED COMPACTION. THE MATERIAL SHALL FILL CONSTRUC EQUI ME B
AT NO TIME DURING THE WILL BE CONTROLLED AND WATER AND AIR POLLUTION MINIMIZED. STATE AND LOCAL COMPLETELY ALL SPACES UNDER AND ADJACENT TO THE PIPE. 00
OPERATE CLOSER THAN LAWS CONCERNING POLLUTION ABATEMENT WILL BE FOLLOWED. CONSTRUCTION PLANS BACKFILLING OPERATION SHALL DRIVEN EQUIPMENT BE ALLOWED TO Z~
R .UNDER NO SHALL DETAIL EROSION AND SEDIMENT CONTROL MEASURES TO BE EMPLOYED DURING FOUR FEET, MEASURED HORIZONTALLY, TO ANY PART OF A STRUCTU E
IR M TANCES SHALL EQUIPMENT BE DRIVEN OVER ANY PART OF A CONCRETE STRUCTURE THE CONSTRUCTION PROCESS. C CU S
OR PIPE, UNLESS THERE IS A COMPACTED FILL OF 24" OR GREATER OVER THE STRUCTURE X. STORM WATER MANAGEMENT INSPECTION AND MAINTENANCE SCH ULE
OR PIPE. Y A AFTER A MAJOR ST012M TO ENSURE PROPER OPERATION. 1. INSPECT ANNUALL ND CLIENT:
WHEN POSSIBLE, INSPECTIONS SHOULD BE CONDUCTED DURING WET WEATHER TO CITIZENS FOR
IV. PIPE CONDUITS DETERMINE IF THE POND IS FUNCTIONING PROPERLY. ALL PIPES SHALL BE CIRCULAR IN CROSS SECTION. 2. GRASS ON TOP OF THE EMBANKMENT AND THE SIDE SLOPES ONLY SHALL (AT A ECONOMIC
MINIMUM) BE MOWED TWICE A YEAR, ONCE IN ,AJNE AND AGAIN IN SEPTEMBER. DEVELOPMENT, INC.
_ APPLY FOR DUCTILE 3. CLEAN ALL TRASH AND DEBRIS FROM THE POND AND RISER PIPE AREAS. P.O. BOX 205
A. DUCTILE IRON PIPE ALL OF THE FOLLOWING CRITERIA SHALL P AREA AS WELL AS 4. REPAIR ANY VISIE3LE SIGNS OF EROSION IN THE OND REIDSVILLE, NC 27375
IRON PIPE: THE RIP RAP OUTFACE AREA. (336) 342-8i 38
1. MATERIALS -THIS PIPE AND ITS APPURTENANCES SHALL BE DUCTILE IRON PIPE
1 A21.50 AND ANSI AWWA C151 A21.51. THICKNESS NOTE; CONFORMING TO ANSI/AWWA C 50/ / / oRAwN: CHB CEM
AS FOLLOWS: BORROW MATERIAL: CLASS OR PRESSURE CLASS OF THE PIPE SHALL BE FI MATERIAL FOR THE CORE TRENCH AND EMBANKMENT MAY BE TAKEN FROM AN ON- " LL DATE: 03/01 /Ot
48 DIP FOR DAM A -THICKNESS CLASS 50 SITE BORROW AREA. THE FILL MATERIAL SHALL BE CERTIFIED ACCEPTABLE (AS MEETING REVISIONS:
54" DIP FOR DAM B -THICKNESS CLASS 52 THE SPECIFICATIONS FOR FILL MATERIAL) BY A CERTIFIED PROFESSIONAL GEOTECHNICAL
24" DIP FOR DAM D -THICKNESS CLASS 50 ENGINEER.
2. CONNECTIONS -ALL CONNECTIONS WITH PIPES MUST BE COMPLETELY WATERTIGHT.
THE PIPE CONNECTIONS SHALL BE PUSH-ON JOINTS IN ACCORDANCE WITH AWWA C 111.
3. BEDDING -THE PIPE SHALL BE FIRMLY AND UNIFORMLY BEDDED THROUGHOUT ITS
PI DDING SHALL BE IN ACCORDANCE WITH LAYING CONDITION IT IS CRITICAL FOR SEVERAL ITEMS TO BE INSPECTED AT THE APPROPRIATE ENTIRE LENGTH. PE BE
TYPE 5. TIME DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE ENGINEER AT LEAST 2 DAYS PRIOR TO BEGINNING WORK
ON THESE ITEMS TO SCHEDULE INSPECTIONS. THE ITEMS ARE AS FOLLOWS:
1. THE CUTOFF TRENCH SHALL BE INSPECTED AFTER EXCAVATION AND
° PRIOR TO PLACING BACKFlLL. ° Joe. No: 99139
N r
N 2. BARREL PLACEMENT BEFORE AND DURING BACKFILL. SHEET TITLE:.
° OUTLET DAM &
3. BLANKET TOE DRAIN AND SEEPAGE DIAPHRAGM.
4. CONCRETE COLLAR AT OUTLET STRUCTURE PRIOR TO PLACING CONCRETE. TRUCTURE S
L a ATIONS PEC FIC S
Q 5. FINAL INSPECTION & AS-BUILT SURVEY OF DAM dt OUTLET STRUCTUR .
r
6. ANY ITEMS CONSTRUCTED AND COVERED UP PRIOR TO OBSERVATION
WILL BE UNCOVERED OR TESTING WILL BE PROVIDED AS APPROPRIATE
~ AT THE CONTRACTOR'S EXPENSE. w scAll:: NTS
0 Z
SHEET NO.:
Q
0 /
~n J C-3*14'
'Q J
O ©STIMMEL ASSOCIATES, P.A.
.71
D> 0)

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S o ~ ~ . ~ ,,4; 1 ~ ` r Joe. NO: 99139 ,
N ,?Z%~ a L ' ~'r I - , ~ ~ SHEET TITLE:
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AS A STORMUJA7ER MANAGEMENT POND SWEET NO.: SCALE: 1" 200
200' 0 200'
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STIMME ASSOCIATES PA.

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1. 09TANY DAM CONSTRUCTION PERMIT ANO SEDIMENTA110N AND EROSION CONTROL PERMIT FROM THE NCDENR LAND QUALITY SECTION PRIOR TO BEGINNING ANY WORK ON THE DAM. ' 1. NO DAM CONSTRUCTION SHALL BEGIN UNTIL AUTHORIZATION IS RECEIVED FROM THE NORTH ~a
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RE50URCES (NCOENR) -LAND
2. CLEAR ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES AND INSTALL All OUAUTY SECTION.
MEASURES ACCORDING TO THE APPROVED PLANS. CALL NCDENR WINSTON-SALEM REGIONAL OffICE FOR iNSPECT10N OF MEASURES PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITY, 2. NO WATER SHALL BE IMPOUND PRIOR TO ISSUANCE OF THE PERMIT TO IMPOUND BY S~~
NCDENR -LAND QUALITY SECTION. AS ATES P. A. _
3. CLEAR AND GRUB THE OAM EMBANKMENT FILL AREAS AND ALL OTHER AREAS INDICATED ON THE DRAWINGS TO BE CLEARED. ~ 3. REFER TO THE SEDIMENTATION AND EROSION CONTROL DRAWINGS FOR EROSION CONTROL t LANDSCAPE ARCHITECTURE
' MEASURES. LAND PLANNING ti
4. CONSTRUCT STREAM DIVERSION CHANNEL TO HANDLE STREAM BASE FLOW aND STORM FLOW LOT 10A GML ENgNEERING I 4. TREES AND BRUSH FROM A UNE 50 FEET UPSTREAM OF THE INSIDE TOE OF THE DAM TO
UNTIL THE BARREL IS INSTALLED ANO FLOW CAN BE ROUTED THROUGH IT. 26.35 AC.f THE CLEARING LIMITS BEYOND THE DOWNSTREAM TOE aF THE DAM SHALL BE CLEARED AND 305 WEST FOURTH ST., SUITE 1-A
5. EXCAVATE CUTOFF TRENCH, HAVE INSPECTED BY THE ENGINEER ANO PLACE CUTOFF TRENCH FILL GRUBBED TREES ANO BRUSH UPSTREAM OF THE 50 FOOT LINE SHALL BE CUT FLUSH WITH WINSTON-SALEM, NC 27101 ' THE GROUND SURFACE AND REMOVED FROM THE POND AREA. ,A1ST PRIOR TO IMPOUNDMENT PHONE [phone]
6. PLACE DAM FILL MATERIAL UP TO AT LEAST 2 FEET ABOVE THE TOP OF THE SPILLWAY BARREL. OF WATER ALL NEW SPROUT5 SHAIt BE CUT AT GROUND LEVEL. fAX [phone] )
7. INSTALL SPILLWAY RISER AND BARREL STRUCTURE IN THE LOCATION AND AT THE ELEVATIONS i 5. THE CONTRACTOR IS RESPONSIBLE FOR HANDLING ALL STREAM BASE FLOW ANO STORM FLOW THROUGH THE DAM CONSTRUCTION SITE THROUGHOUT THE CONSTRUCTION PERIOD. ~pntnlr,
INDICATED ON THE DRAWINGS. DIVERT STREAM BASE FLOW THROUGH SPILLWAY BARREL r`. SEALS' ~r'~.
8. INSTALL BLANKET TOE DRAIN SYSTEM AND SEEPAGE DIAPHRAGM AS DETAILED. i ~ 6. BORROW MATERIAL FOR THE DAM CONSTRUCTION SHALL COME FROM THE ROADWAY
9. PLACE REMAINING OAM FILL MATERIAL. ~ { EXCAVATION ON THE PROJECT. SOIL SHALL BE VERIFIED AS SUITABLE FOR USE AS DAM FILL ~POR,I j i ~ D ~ , ~ BY THE GEOTECHNICAI EN(,INEER PRIOR TO PLACEMENT, AND SHALL BE MONITORED ~ ~
i ~ ~ ~ , ~ THROUGHOUT THE CONSTRUCTION PERI00 TO ENSURE THAT UNSUITABLE SOILS ARE NOT -
10. EXCAVATE OUTLET CHANNEL AND INSTALL RIP RAP LINER. / / ~ ~ ~ ~ PLACED IN THE OAM STRUCTURE. SEE SHEET C-3.13 FOR SUITABLE SOIL MATERIALS. _ = S~ t~ ~ t
~ / PON RADE MAINTENANCE / 11. COMPLETE EXCAVATION AND SHAPING AROUND PERIMETER OF D, G l 7. SEE SHEETS C-3.2 THRU C-3.4 FOR DETAILS RELATING TO POND A.
BENCHES, BUILD FOR®AY BAFFLE, ETC. / / / ~ ' f'~
' Q~ ~ j / TEMPORARY HAUL ~p / ~ / 8. STREAM OR WETLAND DIS'tINiBANCE BEYOND THAT SHOWN ON THE dUWNdCS IS ~ ~ CAi~',o• UNAUTHORIZED. NI tHE EVENT 11iAT UNAUTHORIZED 0lS1lJR8M1CE OCGIRS, THE CONTRACTOR rrr/nunr>>'
12. SEED, fERTILI2E ANO MULCH ALL DISTURBED AREAS. ROAD ~ / ~ ~ SHALL 8E RESPON9IBI.E FOR RESTORMG THE DISTURBED AREA TO 1F1E SATISFAC110N OF THE - ~ j//IIINllrrrr
13. UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER AND APPROVAL FROM THE NCDENR - t / ` NCDENR - dV1910N OF WATER GUAUTY AND/OR THE U.S. ARMY CORPS OF ENGINEERS AT HIS
LAND QUALITY INSPECTOR, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES. ~ / ~ / , / EXPENSE, ANY O1HER MITIGATION REOtNRED AS A RESULT OF SUCH DIS1lIRBANCE WILL ALSO ~N ~ ~ BE AT THE CONTRACTORS EXPO~ISE.
~ / ! / 14. UPON RECEIPT OF WRITTEN APPROVAL TO IMPOUND FROM NCDENR -LAND QUALITY SECTION, / ~ j / E.`~~' G'~
THE POND DRAIN VALVE MAY BE CLOSED FOR THE IMPOUNDMENT OF WATER. , • / ~6~' aG ~a SEAL r}
EMERGENCY SPILLWAY ~ / ~ 4 1 985 '
CREST ELEV. 719.71 / . `_r,_ / ) / PROPOSED 1 /
_ _ - / / ~ CLEARING ~ K ~ UMI TS 9
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rrP.) ~ 122, ~ - ~ LOT LINE , 72O . - PROJECT:
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BENCH ELEV.=714.40
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~ BENCH 1 1 BLAN T TOE DRAIN (SHADED}
ELEV.=71.4.16 ~ 1 X T EV= 714.40 ON EACH END. I E TE 0 EL EXISTING ~
SEE SHEET C-3.2 FOR DETAILS. WOODS
I .i i ~ o~. . ~ SfE N . BENCH ~ . . N'L O~ ~ #4 SfE N0~
' / _ , ELEV.=714.16 ~ ~ N4 ~ W
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BENCH BOTTOM TOWARD RISER ! ~ ELEV.=714.40 • _ _ _ ! _ _ ~ \ ~ STRUCTURE N ~ ,
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\ \ _ ~ \ TOP ELEV= 799.60 I & ~ I, I C SS I RIP RAP APRON
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\ ~ , - \ ~ ~n ~ U I ~ PROVIDE GEOTEXTILE fABRIC
\1 ~ _ ~ 00 I ~ UNDERUNER do 6 THICK . I ~ ' g WASHED STONE BEDDING LAYER
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Op \ \ I I SLOPE 4 1.118 F ~ '`I~ ~ I ~ . \ CITIZENS FOR
4~-- \ \ 1 ~ ECONOMIC
\ \ \ \ ~ \ ~ DEVELOPMENT CNC. , ,
\ 1~, P.O. BOX 205
~ < ~'I ~ ~ REIDSVILLE NC 27375 ~ \ 10 ~
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PROPOSED , \ ~ ~ ~ ~ ~ I ~ I~ ,
~ ~ 2p CLEARING \ ~ ~ LIMITS - ~ ~ ' ~ , ~ ~ $oi ~ ~ ~~ti ~
~ ~ • I ~tAWN: cHa cEM i - ~
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SHEET TITLE:
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. ~ . ~ . ~ NOTE:
rn I J. / 1 NV. i • SHEET N0.:
3 THI$ DAM WAS CLASSIFIED AS LOW HAZARD BY THE 1RQ BY THE
NCDENR - LAND QUALITY SECTION OCTOBER 27, 200 OER 27, 2400. SCALE; 1 - 30
m 30 0 30 c -301
rn DAM HEIGHT = 17.0 FT cn
°1 IMPOUNDMENT CAPACITY = 20.4 AC-FT ®STIMMEL ASSOCIATES, P.A.

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f / ! / r' i i j ! r \ \ ' \ \ i R ? ~ ~ 'r'rr J l J I . ? ap %:b !Lr / ~ I r x V I f r~+` l ~ ' 1 (r J . :d C'R.' t r i r ('r. J ! , .i, / i 1 ~ Iw~ r .P~r' ° ra,. ! i ~ / I. ~ t t - - ,j"~`,~
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1 ' i~ ~ r^ ' ~ - M I 1 Y j r.. / :.A ~ % i r' /rr r f I I t - 9 a , k ~ / -Ir. i 'rK ' ~ I ! , -il / ~ I ~ ~ .\t~~.~ ' ' I I tl ` ~ s . T>, ~ ,y' ~"i
_ / /r , / r 'J1 ,?,t i 4~ , ( / i r. r.l/ + \'•~~rt ~ r,' A 1 + I i I \ A .;.'j 't. R A~ ~ ,.,+ylt^.<. r~ / ~ i r.. ~ 1 I I I 1 ! i t, ~ ~ ~ J ' 1 %J 2 , 1f a. / / r , J' ~ J r ~ k l 1 1 ~ t 1 , t' L ~ ~ u ~ ~ ~i°'».(I J t ~ i I r{", - 1. LOTS 3A, 3B, 3C AND 9 AND OTHER AREAS SHOWN IN
" r r ~ i r ; ~ ~ 1 A~ 1 ,1 1 1 I 1 ~l'.. ! t rl,l'~" r r ~~(aa4' r M •~..syl ~ ,'1. GREEN WILL BE SERVED BY POND D.
~i ~ t1 t.. _ r' ( , ~ 1 , I , `k , _ ` I 1 1 l t _I .~1, k I 1, 1 . \ ' `~.1' - 'l.. • STIMMEL
J i' 1, i ~ i , rr , , I 1 f t , t , , 1 , ~ /n ~ , I ` 1 t, 2. LOTS 1, 2,10A,106,11A,11B,11C,110AND12
' / f 1 " ? 'It I p ~ k ~ +1 t ~ 1 V ' 1 1 ~ \ ~ • ti,l ~ 1 ~ ! 1 A ( I i 1 \ ~ - -`e?}i R ~ ~ rr~ / f 1 / / I,i 1 'r/ i J 1' ,t , } 7 I - ~ 1 1 ~ b t`-`t~ l l l l 1 t 1 1 +I 1 , - Mr.. .fix ASSOCIATES P.A. AND OTHER AREAS SHOWN iN RED WILL 8E SERVED B~f ~
j 1 it +I• / r 1•. ~lt t\1t + I , ~ / 1 Y '1 \ t'~} ftI ,+,'I 1jl( ~7 I T 1' ~ ] ( , t Y Ill \ / 1 I I `~i kt C.• ~.ti/ t / 1 ~ ~ .1 1 \ , 1 I / i , •Y 1 °l Ill tt !I I rr p I I ~ I ~ ~ f , - _ PONDS A do B. LANDSCAPE ARCHITECTURE LAND PLANNING
f" ' f ( ~ r 1, 11,E ' , 1 t ~ 1 ' ~ / ~~lJ ~ i rtU 11..1 I 2 '.a, v'. ` ~ ! t,%' II1`,~` _ , r i J, 1 l , 1 ,,t - f%. i ~ \ t , { l 1 I t r it ( l t ! i c~. ~r 3. LOTS 5 6 AND THE UPPER PORTION OF LOT 7 1MLL CIVIL ENGINEERING
r~ l i ~ I ~ I ,1 ~ t l'I 1'I I rr _l,l t + ~ ~ '.2,. .flirt ! 11 1 I fix, I I l I t ~ ~ ~ ~ I ,l / , I Iy~,'{+ lt(4 t S ? ',1, ~ 1 t I I fl I t t _ f 11 Itll !r~1~ ~ '\.:5 /;r } r t~tl. ' i~ I 1'.,r t I ! I 1 ~ ' ,1~11111f~';r ; `vv~., a` - r' ' BE SERVED BY POND C. THE FlNAL DESIGN DRAWINGS 305 Y~ST FOURTH ST., SUITE 1-A
I~~ , lit j ~ , i / ~ ri, i /~al~ ~ ; 1 ' i I ~ i 1{~ J ' t ! ' 't~l~,' III,~...~_. A ~ _ "`vri(r r~G~. a li I I r 11 ~l :1 ~ ~ { I I ~ ~ I j 1 ~ r 1,~r /1111§~s~ ,il~.v't~ J FOR POND C WILL SHOW UNITS OF LOT 7 TO BE WINSTON-SALEM, NC 27101
- r' 1 f11 I i ~ ,I ~i I' t~ t ~ ( I ! I , , r.» - I I I!~~ t.l ~ P. _ ~ ~ : PHONE [phone] SERVED. fAX [phone]
if ; ~ I r ~ I i i . , - - r~ '+v 1 1 i-1. V •~1 t~;i , I'. 1' .'it,~ , 1 .l 1 ! _ ~ I I ~ ,r~„ ~ 1`1, _ _ _ ~ ~•/_,n - 1 .
a II/ ~ , rl~! ( , `a \ ' ' ~ t1 ¦~j'r~~~,i~~~>t~r'rrr~~M..a~ '14y~'' 'rr , 4. LOTS 4 8 10C AND THE LOWER PORTION OF LOT 7 SHALL HAVE PRIVATE SYSTEMS DESIGNED AND
~ V ~ ' t I I ^ ,apt - - \1 ~ ,l, ~ 1 A. 1 'I 1 1 +1 ~ P / ( _ l 1 ,'r~ t .~t~ f~ i. ~ ' SEALS: ?1?oltnnl~~~~~~, CONSTRUCTED TO PROVIDE 85X TSS REMOVAL NV
`I ' _ 1 / k~ ~ ~ ` t ~ L I' li+~ 1 r / r I 1 f i` `\,\•`,1\ I it+{`~~_ _ ~ \\t r`Slll ~ ~r - IBC ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT r•~RPOR,~ j..S
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MANAGEMENT PRACTICES MANUAL. - ~ ~ ~
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11} .1~1., r ; ` I M_r.:~rr..• J t. ~ l\„.1: 11,tr, I.Jrll+. ' 1 ~ CITIZENS FOR
( ,/J %r 'r ~ ~ ht t ~}}I,t 'h 11t~ J r~l ~r 1 i _ _ r I I ~ t I +,L, . ECONOMIC
,_:,II •r r \ I I lr~r,rA (Ii`~ti•~r~il\\ ` : ~r- - t ~ DEVELOPMENT, INC. ~ P.O. BOX 205
~ ri i 1 / 'r)I r(r.. 1 j.( `III r I i_ t +r 1 C~ s: _ _ _ ~ , r. tom. ~ c- " . ' ,Ya„;.•,,~, ~ f ' ~ , 1 REIDSVILLE, NC
r ~ - ~ ` ~ - ~ -alb ~ 27375 ,
~ ~ • % ~ , , 1 ;
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, _ t I~rr / - - 11111 ~I•I Irt tkt-~"~-~-"~~`~'~ ? ~J:~ w » s - - , ,i , , :~r . • , ` ~ DRAWN. CHB , ,r. ~ `
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• r / , / ~ ~ 1 t 1 .\~~.JI111 / i , 1 1 t t 11.1, l1 < 1., I rrir _ -`ti , ! ~ `11,5',\~,,. L t'L R f REVISIONS4 r^~q
~ r , ~ ~v, A Aj I ; t , , , 1 , it II j;~~l 1 1 ~ ' - - _ , : - ~ r-1 ~ ~ 'v ~ 1 i 1 1 1 I I 1 I-I, tll. " r.1 I t i , r,. r_~`,~.~.~.~~ ~ ( k A , . , 5 1 } ~ 1 } I k 14t.I IStI ' ~1 r r I~ ~ 1 t ti { ~ ~ "e.,~ I t - X11 1 L' b L I t 1 ~ -
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_ ! ~ 1 f ~i i ,;~r1, 'I~ !
^ ' ~ , J / K ~ , ~ l ~ ~ Joe. No- 99139 , ,
' / rJ I ~ t ~ ' ~ _ l1', ~ ¦ SHEET TITLE. ~c•, ~ y.~t(E Ij ~ N
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ISC rat: f~~''",'~,k~`~gh4:... ~.-..~'.~.11'It~}' ~
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U Z r IN.
HUNU b HUNU A SHEET NO.: a
S
r1 V. cn i ^I 1 g a / l; SCALE: 0 r (~0r
ONSITE AREA Q m 200 0 200 aC`~ YYys `>?nV 21
m~m M, " m
i rn ®STIMMEI ASSOCIATES, P.A.
rn
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-
N TI N
I. OBTAIN DAM MODIFICATION PERMT AND SED~1iAT10N AND ER0610N OON1ROl
PERMIT FROM THE NCDENR - lAlb QUALITY PRIOR TO BEGMNMIG ANY iNORI(
OTHER THAN DRAINING THE POND AS ~SCRI BELOW. STI~~iEL
2. CLEAR ONLY AREAS NECESSARY >AO INSTALL EROSION CON1110L MEASURES AND ASSO((~IATES P.A.
INSTALL ALL ACCORDMG 10 THE AI~VED PLANS. CALL NCDENR LANDSCAPE ARCHITECTURE
IMNSTON-SAtEM AL OFFICE ~ INSPE~ OF MEASURES PRIOR TO BEGINNING ANY LAND DISTURBIIC ACTIVITY, EXIST ExISTING LAND PLANNING
W001 wpOpS CIVIL ENGINEERING
3. COMPLETELY GRAN POND AT A RAC OF XIMAIELY ONE FOOT VERTICALLY PER 305 WEST F RTH T. - ~ ~ OU S ,SUITE 1 A
DAY. IT IS REGOIIIIEI~DED TO DRAM -'MEP ~ EARLY AS POSSIBLE TO FACILITATE DEwATER1IC Of T1~ DAM EMBANKMENT. DR MAY BE DONE PRIOR TO ISSUANCE WINSTON-SALEM, NC 27101 PHONE [phone]
OF iFIE DAM MOOi1CATKNI PERMIT, A~ MAY ACCOMPLISHED BY OPENING THE FAX [phone]
EXISTNiG ORAM VAL1~ PUMPING OR ~lIONIN ~ IF THE EXISTING DRAIN VALVE IS NOT OPERATIONAL, THE RISER MAY BE CUT OFF IN ROXIMATELY ONE FOOT SECTIONS. f
THE POND SHALL ~ OOMPLETELY DRAt~D 8 BREACHING THE DAM.
S'~ ,,111UIIIIIy/j,+f ~
4. CLEAR AND GRUB THE DAM EMBAN~NT ALL OTHER AREAS INDICATED ON THE ' DRAWMIGS TO BE CLEARED. C A II RIP RAP P ~ l SS A RON d.•• ~POR,T~•;S'
~ 13.5'Wx54.01x4.5'THK EXISflNG TREELINE ~ ~0 l~, t'~ ;
5. BREACH DAM FOR MSTALLATION OF StIE N .SPILLWAY BARREL COMPLETELY TEMPORARY HAUL REM01~ THE fXfSTpiG OUTLET PIPE Af~°REM IT FROM THE 91E. SOIL REMOVED ROAD dMAX- 3.0' i i
FROM 111E 81lE~1CII SECTION THAT IS LI REUSE AS EMWIKMENT FILL SHALL :SEAL CONCRE`E HEADWALL PROVIDE GEOTEXTILE FABRIC ~ ~ i
BE S10CKP1E'n,, UNSUITABLE MATERIAL, DISPOSED OF ONSITE AS DIRECTED PROPOSED NCDOT STD. 8138.21 AND 6" THICK WA~FIED s ; D ~
BY THE 0 STREAM FLOW SHALL ~ 01 .SID THROUGH THE BREACH SECTION CLEARING ' UNTIL THE BARREL 1S NISTALLED AND iIAN C BE ROUTED THROUGH IT. ~ LIMITS INV OUT 72.00 STONE BEDDING 's G ~''J ~4 C' 6q r ~ . ''w.«...r''
6. INSTALL SPM11fAY RISER ANO BARD STRI E IN THE LOCATION AND AT THE ~ //Inun1111 puu11/
ELEVAnoNS MDICAIEO ON THE DRAWINOB. ; ~ ~ ,0~~~~y ('~Ap
1. INSTALL BLANKET TOE ORAIN SYSTEM ND AGE DIAPHRAGM AS DETAILED. s ~ ~i 1
8. PLACE FILL MATERIAL N BREACH SEC~I, BACK SLOPE AND ON TOP OF DAM. ~ ''A J I ~
8E'NCH FE1. WTO EIOSB1IC EMBANKMENt AS D ED. REDRESS UPSTREAM _ _ ~ ~ _ ~P~ 1 SEAL ~
EMBANKMENT SLOPE TO x 1. LOT 1 A 0 ~ 7 J ~ ~ = ~ / 149 ~ GI
26.35 AC. f 9. EXCAVATE OUTLET CHANNEL AND MtTIILL RAP LINER. .r ~ ~ tJ ~ . ~ 3 t ;
10. COAPLEIE EXCAVATION AND SHAPNl6 ARO PERIMETER OF POND, GRADE MAINTENANCE BENCHES, ANO ALL REMANMG LNG WORK. ' . ~ 1 i ~ 11111111,
1 ~ /
11. SEm, FERTIU2E AND MULCH ALL OL41UR6 AREAS. ' r ~`t PROJECT: . . .a~
12. UPON ESTABLISHMENT OF PERMANENT VE TIVE COVER AND APPROVAL FROM THE 1 " 1 i`'
NCDENR - LANG QUALITY MSPECTOR RE1rrOVE TEMPORARY EROSION CONTROL ?r' D lIN
MEASURES. ~x~` 0 1L~ ~ ~ ;
UPON RECEIPT OF 1MIITTEN APPROVAL TO IMP FROM NCDENR -LAND QUALITY r - , r ,
SECTION THE POIq DRAM VALVE MAY 8E Cl~ FOR THE IMPOUNDMENT OF WATER. / / ~ ~ ~
i ~ - t ~ / ~ i '
/ 9 ~ q
~ _ ~ / t - - qS / t ' ~ ,
{ 1 / ~ / / V J _ , a
i ~ ~ O.
i ~ ~ ~ ' r _ LINE SWALE W/ CLASS B RIP W. N RAP 18" THICK AND GEOTEXTILE
I i ~ , EXISTING ~ ` } UNDERLINER.
WOODS ~ / i \ ~ 4 d50 = 0.50'
~ ~ ~ o' , ~ s' dmax = 0.75' ~ ` ~
~ ~~,1 ~ ` 7.=,
~i 5~ ~p`r`' ~ , BLANKET TOE DRAIN (SHADED) ~ ' ~ , ~ EXTEND TO EXISTING GRADE ` ~ - _ , ELEV. 737.30 ON EACH END
~ ~ G ~ ~i ~~1. ~ .L. ~ I ~ • SEE SHEET C-3.6 FOR DETAILS
/ ~ ~G i 6'x8' PRE ~ / ~ S / ~ CONCRETE 6'x8' PRE-CAST ' >!1.
CONCRETE RISER s ~z. "--.~7 / / STRUCTURE ~ 38'
,-cP~ ~ - i ~'L i SEE SHEETS SEE SHEETS C-3.6 „~,t~ t^'r' ) - - 138 LF OF S4 D.I. PIPE
~ i ~ - ' I ~ c~ / i _ _ ~ ~ 9q ~ SLGflE 0 2.177f; C 3.8 : ~ c^ Q ~ ~ ~ - _ EaOSiMtG 6' D.I. PPE SHALL , .
5~ x _ / ~ ~ 9E REMOVED z ,u c.~ . ~r , . . r ~ ,
~ r o , . . ~ _ ~ _ z
fi ? ti / / ' . ~ ~ ~ , ~ ~s; 1 ~ ~ /
~ ~ ~~'1 '1 1b~ ~ i, / ~ t I ~ ~ ~
r ~ ~ , i i ~ ~ r, ~ ~ l
1 ~ ~ EXCAVATE IN FRONT i ~ / , f"' Z VATE IN FRONT OF ~ . ~ ~ ' ~
~ _ . - ~ / ~ RISER TO PRO'KDE F . R TO PROVIDE FOR i ~ ~ - ~ ~
/ ~ i EXISTING WATERLMlE COMPLETE POND DRAIN / ~ EI.EVAiION 739.90 ` U fE POND DRAINAGE ! ~ ~ ~ CLASS A ~ '`l O
~ / / AS OF FERUARY, 2001. RTP-RAP Fl R ` ~ fl
TOP ELE 1.10 ~ ~ U / , . ~ ~
~ 1~` / / ~ ~ / r _ - /
r ~ / ~r 1- ~
i / ~ -ZQ
1~ ~ ~ ~ i 1 ~ ~ i V _ ~
~ ~ ~ ~ I SL i ~ ~ ~ ~ W~
~ ~ 32 3. ~ ~ 7 ~ y---~- ~ ' ~ ~ ~ , ~ z I 2 _
i ~ '1 ~ ~ ~ i~ ~ of ~
w ~ NOTE: ERODED GULLY TO BE CLEANED
~ ~ ~ ~ ~ Qs5 s~ _ \ BENCH ~~,CR - - OUT REMOVIN A TR ES MPS ~ U _ ~ G LL E , STU AND OTHER ORGANICS. WIDEN GULLY o0
v ELEV.=737.Q6 S,~NGN ~ BENCH ~ ~ ~ ACCES ~ 4 ~ SUFFICIENTLY TO ALLOW COMPACTION
.=7 ~ ~ ~ 12 ~ ~ EIEV 31 30 ~ BENCH i _ ~ EQUIPMENT TO PASS. PLACE FILL ~ Z ' ~ COMPACT TO DAM EMBANKMENT
' ELEV.=737.30 ~ 7 j STANDARDS.
i ~ © ~ ~ ~
BENCH , ~ ~ ELEV.=737.06 ~ . ~ ? 1 ~ ? CUENT:

~ Z ~p 14 ~ ~ ~ oPE ~ _ - 1 ~ CITIZENS FOR
i ~ ~ 5'• ~ - - _ ECONOMIC
. ~ ~ ~ ' . -~-75~-- DEVELOPMENT INC. ,~~54 ,
QE 1 ~ ~ ~ 748 3. s%' ~ ~ ~ t P.O. BOX 205
REIDSVILLE, NC 27375
? 336 342-8138 ~ )
i °
1~' ? ? 1. IVO WORK TO MODIFY THE ExIST1NG DAM SHALL BE CONDUCTED UNTIL AUTHORIZATION IS
RE EIVED FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL ORAMM: CHB__ ? PROPOSED RE OURCES (NC~1R) -LAND QUALITY SECTION. 1 1
/ 1 ? CLEARING DATE: 0 /O
_ rP . ~ - ~~NE ~ rP.l uMITS SINE ~ 2. NO WATER SHALL BE IMPOUNDED PRIOR TO ISSUANCE OF THE PERMIT TO IMPOUND BY R St
5 ~ ~ ~ ~p'S ~h ~0'S NC~ENR -LAND QUALITY SECTION. 65 31 Oi DWQ C ENTS
~ ~a~. _ 3. FER TO THE SEDIMENTATION AND EROSION CONTROL DRAWINGS FOR EROSION CONTROL
- I/ ~ ME SURES.
4. fiHE CONTRACTOR IS RESPONSIBLE FOR HANDLING ALL STREAM BASE FLOW AND STORM
LOT 11 A FLOW THROUGH THE DAM CONSTRUCT1aJ SITE THROUGHOUT THE CONSTRUCTION PERIOD.
6.12 AC.t
~ ~ EXISTING °o WOODS _ EXISTING 5.` ORROW MATERIAL FOR THE DAM MODIFICATION SHALL COME FROM THE ROADWAY WOODS E~X AVATION ON THE PROJECT. S01L SHALL BE VERIFlED AS SUITABLE FOR USE AS DAM NO: 99139
\ F1LI BY THE GEOTECHNICAL ENgNEER PRIOR TO PLACEMENT, AND SHALL BE MONITORED
N ~ ti THROUGHOUT THE CONSTRUCTION PERIOD TO ENSURE THAT UNSUITABLE SOILS ARE NOT SHEET TITLE: PLI~CED IN THE DAM STRUCTURE. SEE SHEET C-3.13 FOR SUITABLE SOIL MATERIALS AND
(tJ o ~ PLACEMENT REOUIREMENIS.
m 6. SEE SHEETS C-3.6 THRU C-3.8 FOR DETAILS RELATING TO POND B.
~ i 7, THE EXISTING 6-INCH DUCTILE IRON OUTLET PIPE SHALL BE COMPLETELY REMOVED FROM
THE DAM AND DISPOSED OF OFF SITE.
L r NOTE: a StAEAY OR MiETLAND DISTURBANCE BEYOND THAT SHOMM ON THE DRAwMIGS IS
f tl~1~lJTMIOItl~b? M! THE EVENT THAT UNAUIHORI2ED DISTURBANCE OEGIRS, THE
Q1 t~fRAf`IC>R SNAIL AF ~ANSY;IIF FnR RFS1~iWG TNF I)IS1l1fi~D ARFA T~ iHF I~
z THIS DAM WAS CLASSIFIED AS INTERMEDIATE H ERMEDIATE HAZARD BY 1 F 1HE NCDM - DIWSION OF WhTER QUALM ANDJOR THE U.S. ARMY
THE NCDENR - LAND QUALITY SECTION OCTOB m ~T10N OCTOBER 27, 2000. ttft0Fi6EiNQ-GW EERS AT F NS E~E7JSE. ANY OT HERMiIT1GAlI0N REQUIRED AS A RESULT $CAI,E; 1'=30' 140P
a OF SUCH DISTURBANCE MAIL. ALSO BE AT TFN: CONTRACTOR'S EXPETISE. SHEET NO.:
DAM HEIGHT = 24.35 FT 0
rn 1 IMPOUNDMENT CAPACITY = 23.36 AC-FT m AC-FT " _ ' SCALE: 1 - 30'
cn ~ 30 0 30 C-305
rn m
m r m ST1WAM ASSOCIATES P.A.
rn i
•

a , i,% !y ~F ~ ' r C
,ty' ~ t r•1' v # r i 1` T '~J.s . .o s,~+~.: ~,r; ~
'~t- f-r Y ..W9,r 't.2 ~ . ~W4 ¢ , w ~r
CLASS I R~' RAP At~R'd~i s, y , 1
6 Wx1.5'1HK TO Ef(IEND TO .k . ~i
THE ~X. BOTTOM OF SLOPE ,.Y. 2~ d50 = 1.10 R , ' ~ 'f \ ~z ' ti .A2 ~ , ~ 5, <g R •y.
dmax = 1.65' _ :1~
PROVIDE GEOTEXTILE FABRIC AND
6" THICK WASHED STONE BEDDING CO1~1~ . _ NCDO~~ Ai _730
INV 71 • f - 1~
BLANKET TOE DRAIN (SHADED) P A. A a . A TE
TO DISCHARGE THROUGH PIPE END - ~ - 1:38 .OF 24' ~q DJ. 0 29f1~ • LANDSCAPE ARCFATECTURE
SECTION, SEE SHEET C-3.13 _ HO VN ~ - LAND PLANNING
F . COMMON ~ , CIVIL ENgNEERING
AREA 305 WEST FOURTH ST., SUITE 1-A
r. BLANKET TOE DRAIN {SHADED) ~ , WIN5T(N~I-SALEM, NC 27101 PHONE {336 723-1067
EXTEND TO EXISTING GRADE ~ ~ -r FAX [phone] {
ELEV. 742.25 ON EACH END ~ ' ` T TAILS ~ \ SEE SHEE C-3.10 FOR DE ~
' PROPOSED ~Z~ PROPOSED
~ , - CLEARING D ~ - CLEARING SEALS: iililiullu},~~/ , LIMITS 0~ }~~i
1' ~ ` ~ -
EXISTING , , Orr ,t A,• ~ I~ o F~?. , . = t r
WOODS ri i
i, V i. SEAL j { t •
i f i
a` ~ r ~ v PROPOSED A ~ ' t. ~i
CLEARING _ 'r' LIMITS _ , ,,..~4• , r ~ Ih iiii , /}/hl//1li}~'
. ~ ~ }i}Illlllli,/,
~ ~R ~
f 0 ! j
~ LOT UNE S ~ " ' ~ ~ . n5 ~ ;
r ~ ~ ,
- tom" w~ .o' r r ~ ~ ~!"4 ~ a ~ ~ r r \ t ~ ~ ~ • ~ ~ ~ r
' r r r r / ~ J~ ~ ~ TOP' Of ~ . r - ~
~y,~749 ~ ~ r ~ - ~ ~ 1 t ~~K
r1 \f ~ ii/t }111}H111
' 1 ~ 1 1. V ,i ~ , - ,
V ~ PROJECT:
\ 1. k r ~ ~ ;
1 ~ _ Z. ~ ~ h , ~ ~ ~ . ~ f ;
h ~ 3'x4' PRE-CAST ~ ~ r. ~ \ ; 1 ~ OONCRETE RISER ~ \ , L. n
~ STRUCTURE ~ o 1 ~ r ,
1 SEE SHEETS C-3.10 I ~ ; •l, do C-3.11 : ~ \ ~
• v" ~ ~ i ~ ~ ~ ~ ~ NOTE; SLOPE PONO ~ ~
i TTOAI T WA RI R ~ ' ~ 1 80 0 RD SE ~ fi ~ , ~ , • ~ 1
`1 STRUCTURE ~ , ' N N MA R TR A T1VIT1 - P N ~ s AL s ou
~ ~ ~ c ~ ~ , wDODs 1
CLASS ARIP-RAP FLTER t. 08TAIN OAM MOOIFlCATiON PERMIT AND SEDIMENTATION AND EROSION CONTROL
~ ~ ~ - C ' TOP EIfV- 736.25 \ ~ , PERMIT FROM TFIE NCDENR -LAND QUALITY SECTION PRIOR TO BEGINNING ANY WORK ' OTHER THAN DRAIt~NG THE POND AS DESCRIBED BELOW.
~ a \ ~ ~ , 1
ti \ \ CLASS A RIP RAP. 5 I . ~ ~ ~ ~ 2, CLEAR ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES ANO , ~ INSTALL ALL MEASURES ACCORDING TO THE APPROVED PLANS. CALL NCDENR
\ \ ,FILTER BERM W 57 STONE ON ~ ~ ~ ' WINSTON-SALEM REGIONAL OFFICE FOR INSPECTION OF MEASURES PRIOR TO BEGINNING
\ ~N ~ ~ ~ \ \ FORERAY SLOPE 7 ANY LAND DISTURBMIG ACTIVITY.
\ 3. COMPLETELY DRAIN POND AT A RATE OF APPROXIMATELY ONE FOOT VERTICALLY PER
\ ..-t t LOT HOC ~ DAY. IT IS RECOMMENDED TO GRAIN THE POND AS EARLY AS.POSSiBLE TO FACILITATE W
1 ~e1 ~5.2Z AC.t DEWATERMiG OF 111E DAM EMBANKMENT. DRAINING MAY BE DONE PRIOR TO ISSUANCE
T ~ ~ >a t ~ z OF THE. OAY MOOIf1CATi0N PERiNT, AND MAY BE ACCOMPLISHED BIF U OR ;s. SiPHOI~IG. THE lONQ SHALL 8E COMPLETELY dtANrED BEFORE BREACHING THE GAM. ~ Q
\ 7 \ ~ ~ I \ i r. .
1' ~ ~ 4. T AMD AU>` 41rb~! AAEIIS TEO GN 111E F cxEAR ANO cRUe THE oAM EMBANIa~EN i1~olcA Cj DRANMrI~ TO 8E P. ~s
i ~ ~ r ~ :i ( , ~ 1 ~ ~ _ ~ ' w ~ r ~ ~
M 1' i 5. ~ DAM FOR 1NStALLATION OF THE NEW '.~ILLWAY BARREL. S(XL RE~fVEC " ~ ' ~ ; t• ~ BREACH SECTK)rl THAT IS SUI?ABLE FOR REUSE AS EMBANKMENT FILL SHALL ~
\ . 't. V' a`~~ ~ 3: t SLOPES ~ . > . , f_. ' r ""''s ~ • • . z:;; BB sTpCKPILED. UNSUITABLE MATERIAL SHALL BE DISPOSED OF ONSiTE AS DIRECTED • e `
( ) 8Y OMMER. STREAM FLOW SHALL 8E DIVERTED THROUGH THE BREACH SECTION 'E ~
~ ~ .,,1 ~ \ J , ~ TOP OF 6fRM ; ~ , UNTIL THE BARREL IS MSTALLEO ANO FLON? CAN BE ROUTED THROUGH IL t ~ < ~ ,
~ ~ \ cJ^ ELEY. 74f.2S l ~ s. NlSTALL >I~LIwA~ INTER AND ~Ai1NEl SiRUC11JRE rl 11E LoCA~fOM N.IC AT THE ~ x` ` ° ~ •
~ G ELEVA11alS A~II*1~~ a! AIE DRAI~IGS. Z Q ~
' `t v ~ SEDIMENT 1 ~ ~ r- 7. AJSTALL BLANKET TOE duw SYSTEM AND SEEPAGE DIAPHRAGM AS DETA~ED.
~ ~ 1' ;FOREBAY ~ a 4,, tL' U ,.a
~ ~ ~ ~ I~- ~ B. PLACE FILL MATERIAL M BREACH SECTION, ON BACK SLOPE AND ON TOP OF DAM. ` ~ ~ T A DRESS UPSTREAM BENCH FILL INTQ EXIST~IG EMBANKMEN S DETAILED. RE
1 i ~ A 1 ~ 8 4 EMBANKMENT SLOPE TO 3:1.
1 ~ I ~ ~
i ~ BENCH - EXISTING WA I > , 1 ELEV.-742.25 ELEVATION 74 k ' 9. INSTALL RIP RAP APRON.
LOT 9 j \ BENCH AS of FEBRUARY, 2001 ~ . GRADE V 10. COMPLETE EXCAVATION AND SHAPING AROUND PERIMETER OF POND,
1 ~ 5.39 AC.t ~ \ ELEV.=742.0 MAINTENANCE BENCHES, AND ALL REMAINING GRADING WORK. z
1 , `--lap-_ 1 A I TU AREAS. \ ~ tt. SEED, FERTILIZE AND MULCH LL D S REED
~ 4fl 1 ~ ~ , IY U
O 'a ~ ~ BENCH , ELEVs742.01 ' , 12. UPON ESTABLISHMENT OF PERMANENT 4EGETAl1VE COVER AND APPROVAL FROM THE NCDENR -LAND QUALITY INSPECTOR, REMOVE ALL TEMPORARY EROSION CONTROL Q
\ \ ~ ` ~ MEASURES. Z
V ~ ~ \ ' ~ BENCH ' ! \ ~ EIEY,~742.25 a \ Y':
I UPON RECEIPT OF WRITTEN APPROVAL TO IMPOUND FROM NCDENR - lANO QUALITY SECTION THE POND DRAIN VALVE MAY BE CLOSED FOR THE IMPOUNDMENT OF WATER.
\ ~ M
742 ~ ~ • \ ~ 1 G.IENT.
~ ~ ~ ~ 1~
\ \ • • • ' CITIZENS FOR
~ \ \ ~ \ ~ PQND D NOTES: ECONOMIC
i • DEVELOPMENT, INC.
~ - - r ~ ~ It ~ • ` . ~ D UN11L AUTHORIZATION IS ~ t. NO WORK TO MODIFY THE EXISTING DAM SHALL BE CONDUCTS P.O. BOX 2O5
f ~ ~ ~ 1 ARO INA DEPARTMENT OF ENVIRONMENT AND NATURAL RECEIVED FROM THE NORTH c L REIDSVILLE, NC 27375 ~ ~ ' ~ a RESOURCES (NCDENR) -LAND QUALITY SECTION. 4 -8138
~ ll . ~ ~ , • (336) 3 2
~ ~1 ~ ' 'i , -~~~1 ~ ~ ~ ~ 2, NO WATER SHALL BE IMPOUNDED PRIOR TO ISSUANCE OF THE PERMIT TO IMPOUND BY . ~
a~ y ,ci ~ ,l NCDENR -LAND QUALITY SECTION. •
c ~,1 DRAWN: CH$ CEM ~ ! ~ 3, REFER TO THE SEDIMENTATION AND EROSION CONTROL DRAWINGS FOR EROSION CONTROL • ` + ` DATE: 1 01
MEASURES.
c _ - j ~ ` ..i AN STORM 4. THE CONTRACTOR IS RESPONSIBLE FOR HANDLING ALL STREAM BASE FLOW D
I ~ - ~ - 1 _ ~ FLOW THROUGH THE DAM CONSTRUCTION SITE THROUGHOUT 1HE CONSTRUCTION PERI00. OS/31 01 DWQ COMMENTS
756 _f I FOR THE DAM MODIFICATION SHALL COME FROM THE ROADWAY 5. BORRQW MATER AL
758 - - - ~ EXCAVATION ON 111E PROJECT. SOIL SHALL BE VERIFIED AS SUITABLE FOR USE AS DAM
- _ ~ 762'~"~"'r - ~ i FILL BY 1HE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT, ANO SHALL SE MONITORED Z;
THROUGHOUT 11iE CONSTRUCTION PERIOD TO ENSURE THAT UNSUITABLE SAILS ARE NOT f t IN AM STRUCTURE. SEE SHEET C-3.13 FOR SUITABLE SOIL MATERIALS AND /w PLACED THE D
PUCEMENT REQUIREMENTS.
' ~ , M'""""'~ ~r~ N _ 99139 ' ~ ; , ~ ,!~~•~--a:• ---*'^"""~r 6. SEE SHEETS C-3.10 THRU C 3.iJ FOR DETAILS RELA1tNG TO POND D. ~B Na y
, i... ~ SPIFFY TITLE:
c°v M • M ~ Z STREAM OR II~TLAND dS'NRBANCE BEYOND THAT SHOWN ON THE DRAWINGS IS
UNAUTIIORI2E0. IN THE EVENT THAT UNAUTHORIZED dSTURBANCE OCCURS, THE CONTRACTOR SHALL ~ ABLE Fdt RESTORING THE DISTURBED AREA TO THE
TY NID OR THE U.S. ARMY SATISfACT10N OF TILE NCd~IR - gvlsaN OF WATER auAU /
~ ' ~ CODS OF ENCMIFDtS AT HIS E%PEllsf. ANY OTHER MITIGATION REQINRED AS A RESULT J
~ I ' of SUCH d5Tt~BANCE WILL ALSO BE AT THE CDNTRACTdt'S EXI~ENSE M.
- - i ~ ~
~ 1 _ . ~
m F----'~.- a ~ ' ~ r..
~ _ ss . i
n ~ NOTE: SCALE: t'=3Q'
_ _ ~ ~ , ~
~n
r SS THIS DAM WAS CLASSIFIED AS LOW HAZARD BY THE I SHEET No.: NCDENR - LAND QUALITY SECTION OCTOBER 27, 2000.
C . DAM HEIGHT = 24}1 FT
= - IMPOUNDMENT CAPACITY 13.3 AC-FT SCALE: 1• 30 _ 3.6
30 0 30
®STIMMEL ASSOCIATES, P.A.
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I • STREAM IMPAI
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' co 150 LF OF 5TR
0 81,~°~ ~s 1.92 AC OF UJE1 )F STREAM IMPACT PWIONE (336)123-Ml FAX [phone]
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: 1 } II l 1~1 _ DEVELOPMENT, INC.
5 r&5 A. fi P.O. BOX 205
_Flo 77 , REIDSVILLE, NC
r 1 ,b~ 's 21315
ARc Is. S j^~ ~'i r ! FY . E P 1'¦ DRAUK GI-IB
L~OT, 42
i I' ••1 S L, ! r O DATE. 1/31/00
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SOU ISM A.G. + p ~ ` JOC. Na 99139
SWEET TITLE:
REIDSvILLE
iv <Ezf=fROf=O5E[) 5TORMWATER MANAGEMENT POND - , -
o INDUSTRIAL F< , IF-
ORMUJ TER
s ,F a . 4- MANAGEMENT
m
m \ AL ` ; PRELIM. LAYOUT
. CuICttAlr ant.ln to a>- ottan>-1tt~n tna i IL`t
X cnl~ II `1%0.'i %./IVV I V L.>c I~G I~VrI I cv T- uJG •~`h~.;y~ ~ NOI'=200'
AS A STORMWATER MANAGEMENT POND SCALE: I" =100' k ~
D W 200' O 200 Iy^~`j/~^/
Q m CR_
2 ~\y
m m ®STIhf1EL ASSOCIATES. PA
m '~yt.

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I .736 70 740, 7444 1
_ I STIMMEL
I, Utz
, ASSOCIATES, P.A.
I / LANDSCAPE ARCHITECTURE
I I SUBSTATION I LAND PLANNING I 744 CIVIL ENGINEERING
\r I SITE I 305 WEST FOURTH ST., SUITE 1-A
1g I 8.23 AC t PHONE (336)E723N 067101
111rrr I I ; / FAX [phone]
I DUKE PO I I ,,~a~mnurr• 0
I N PCB ElE'?6-75 tom= / f~~f,•P$CL.S,,~~ %
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~ EOUIPAI EQUIPMENT SITE $ I 746 I ELEV. 746.5
m PAD ELE1
1 1 ' I I 7i51J / 1 14985 ¢
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JA5_ 50, at
I 1745.12 . T " / \ 4,I. AL
I I r'rnu.nur... Z _
I L 745.20
I i 0.0 PROJECT:
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7N 76 734
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R=310,00' / TAN=72.16' 6' / /
DELTA=26'12'23" ' J - - - z
CHD BRNG=N69'10'20"E lOn'I rp}.- c n '10'20"E I 2t.
CHD LEN=140.56' 0.56' _ / 7
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POND A \ * E tt Z
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a, / I. b 1 ~ ~ r CLIENT:
- CITIZENS FOR \ t t t DEVELOPMENT, INC.
t
ri Z, PROPOSED \ l 1 P.O. BOX 205
`t t REIDSVILLE, NC
t t 27375
DRAWN: CHB
00 DATE: 07/31/01
401, REVISIONS:
lop
1 POND B 1 ~ -
JOB. No: 01-112
1• 11' / , 1 _ SHEET TITLr:
REIDSVILLE
INDUSTRIAL PK.
1 SUBSTATION
' SITE
LOT 11B
n7 44 A 1 - - - SCALE: ''=so'
LU I I I H ' 13. / / AU t 5iEET NO.:
\i~\ VI 6.12 AC t
' SCALE: = 50' 1
50 0 50
©STIMMEL ASSOCIATES. P.A.
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_
./'F .~"•j-v
1 v/ l~ rr ! r l 'r: { i "`^.,h rl k i jr~r I 1 i i f !
/r/ >f ` J / i 1' ~ - J ! I I / i ' ti /rt - °r.w.0 ~ f / i / 91 t i~ J ^ ~
- t' r / ~ t !1 ~ r' _!!~"r/ / ' ~ i It 11 ~ if ~ f1 i • ~ , ri ~'r /i r , t ~ s STORMWATER MAN_A 11FNT IJA4TFRPI AN Nf1TFS•
~cc ! ; ' / / ; ~ , t t , l t 1' rlli`~I I 1 q i I ( 't , r" j ! /r` ` w/; , ~ r 3 f ~ VI , f ,'/`,i , rr ll , k.i--1'_ ! ; 1' + ' ' %l 1. LOTS 3A, 36, 3C AND 9 AND OTHER AREAS SHOWN IN
t> f / J r/~1/ ~ ~ t t 1 ' v, ~ 11 x li°-r '>tt rit>{~~ I,r" ,'t I t~!' ~ ~r. 11 Ir 1 ~ ! % / J , 1 I \ 1 tl i F '`V x I , ~,1 .r 11 k 1 i 'i\11 t r GF GREEN WILL BE SERVED BY POND D.
'r., / / rr l / /fi , J'~ t r ° ~I ' t xt`,~ ~I'i 1 `'i ~ } r. ' ~
f ! 7 r f Iii ~ ~ f `I 1 I { { ? i ~ ~ t q 4 ,:jam rr ~ r/ P : ' 11 t ~ F f I ~t t A k i t : ' t t I v t I ~ V - '0 ? ` t ~ (I I'~7; 2. LOTS 1 2 10A 10B 11A STIMMEL ,11B,11C,11DAN012
f r ( r /r 1` ~ I f ! i~ •'~7~ ! i \ 1 1 ~ 2 1 A °I l~ (11 1 ~ItV I , ~ t. `I ~ r f t 1 i' ~ 1 I I +k t r 1 i.`~ I, i / / ~ j `~Ii ' '1, t i / I t t '*~`~n,r`i i ~ i~`t 1 t +x AND OTHER AREAS SHOWN IN RED WILL BE SERVED BY ASSOCIATES P.A ~ •
t 1 v L„~ _ ~ } , / r r) , t t e a t I l ~ o I I ~ t~` t f F , , / a} / / / , `,I,~f, It { ~ 1 { = 1; , r } °IiF~t f e , II 1 i I 'V 11, i / ! _ I 4 S , t k / / r , ~ 1k{ wf!! ~ I 1 7 1 x ~ ` r,,t , _ f~~411 i 1{1~ i r . 1 ^'Y i,ty,, ,,t 1 iI F"r PONDS A & B. LANDSCAPE ARCHITECTURE
t r/ 141r r , ~SAI~ bl ~ ,j 1 y 's i { 'I f % S 1 i 1)tr ~ ~ 11 ri Fi ~ ! I I I_ f li i 1^ ` ~ r j~ : t i i t j l~ t t r } e E f t s, ! / i l y 1' f i _ LAND PLANNING 3. LOTS 5, 6, AND THE UPPER PORTION OF LOT 7 WILL CIVIL ENGINEERING
i ~r 1 ~i 7`°.-_..~ i f~fi f! ~ i 1 i 1 ~ t i I ~ ~ !II ,Ii~ t ~t7 /I~f t 1 E ~ 1'i'~ a r j `I ' r /1,~r tt I 4 1 1 ! 11 ,1 , ~J• ,i i I I t ,I~I7;t1 I,I tt1~- '`'v~ I~ L~ } ! / 'r~ r,r ~'.M l;, 1 j 1 I i t I t I< 1 - ~ F7' I f ! 1°i ilt,f f, i ,~.i `~~vw.,,,l UE BE SERVED BY POND C. THE FlNAL DESIGN DRAWINGS
v i ~ ~ , ~ ? f ~j,illkl i t i I f l 1~ r ' t'yk ' ~ vv C r i1 I ~ i \ %r I t 1 i i t 1 ~ rt~~: It{ 't 4~ `jIf Fa , 111 f ; 1 - x,~ rl It° 3 t I r ~ I ! / /tlljgl~-ti 1`~~ € 305 WEST FOURTH ST., SUITE 1-A FOR POND C WILL SHOW LIMITS OF LOT 7 TO BE WINSTON-SALEM NC 27101
1 fl r, ~ }4 / .r., / rr;~ ,t, ~:,St~ } 1 I 1 r ~ I I F ! _1 1 Iti f~Y~~~""~t'~~`vvni-._ , f} B I t ! } I`.`;~101 ! f i} 1 1 1 7 4, r r t t y...- r J j .fI t r 1 A A x\,r` ~E I k I1~ I~ ~ + 7ia' ~ ,66 ~ I I I I ~ f i ~ r 1 ,M4~1, ± x~,\ " 1 ~ j I kl: , I ~ Ilf~pl / ~ a ~ f: n; t ~ I r ~ { f t _ ' 1 ,'I~ ' + ~j, ti ~ • PHONE [phone]
_\t r A } ~ /1 S, 1 ~ + lIi 4111 r` F(i P'" gg t y 4 , 1 1 ' i / =r ` ~ i V ; i -'!dd~~ t t~ _ _ ~ ~ \ ` 1 a , 4 I i° ~ \;#f~{t, s 1 t,i t=,41 1 1 ` _ .I iS, '•i 1', '-~`,`7 ( FAX [phone]
4. . "1 /~tl1r' 1 E i l;if It r ~;1. i~ `..tll } ~.~,~~"~~.~~~~~Y~~~~~7~t1 "t1{ sw".. ~I /'J n ~ ? 1 i 1-~ -~.~lltl~ j}v. A ,,.ii ;i~y4 \ , r `tl ~'1w1~;,. ! I,i v v Ftt t a t 1 ~ l _ / 4 f `rt,,v ~rti::` I r~„ ~H 4. LOTS 4, 8, 10C AND THE LOWER PORTION OF LOT 7 SHALL HAVE PRIVATE SYSTEMS DESIGNED AND
{ 1 ytr~ ~ \ 1 ~}I'~i.. ) 11 1~ ~ 1 { ,t 1 _ ~ ! rI~ 1 t r lr^~. ~ t,; L ~ E1; r, 1 /f =,L~~ .a- Its t~f.,~ 1 CONSTRUCTED TO PROVIDE 85X TSS REM V SEALS: v""""'l/ OALIN
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~i % r/~ I j 1 I $ 1 I } ' _ r 1 /r / J ,i 5 1. ~'i l l ; , k I i ~ ~ 0;~ ti~ ~ l , ~ ~ OF w t r ! F,,LF , r~ i T 1 1 xilt ~ o_ r~ ~ / ! 7 ~ _ r § t~ i l) I t t k I ~ i °r ~ ~w ~ ~ OF ENVIRONMENT AND NATURAL RESOURCES BEST ..•••aPOR;~•••;S ? G~ TF
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