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Home My WebLink About20011749 Ver 1_MAPS_20011114 \yyyyyylll 11 11//// yI C~ RQ FE 4 W ~ 0 y,, 1111, 01 A~ V q RiQ cF ~.~rn L,o~. sITE ~ i y1 i `i VICINITY MAP ' I ~i A SCALE: NOT TO SCALE I ' ' ~7 i W F= V i it w i Z 'i EXIST. ELECTRICAL LINE - Q _ r - , _ - - - - ; ~ ~ li - ~ i ~ i - ` ~ ~ TEMP, TEMP. BERM i ~ v i t T5P ~ 1 r-~- TSP ~ 1 ~ ~ WIDTH -19' t WIDTH -19' LENGTH - LENGTH - 39' WE1R - T ,WE1R-T ',,DEPTH - 2 DEP1H - 2' TEMP. BERM ;1 \ , ~.1 ' ~ ~ t \ ~~~`t y ~ . \ i `S i1 MAX EARL CI DBi 260, PAGI MAX EARL CROWE D6; 260, PAGE X567 - ~ POND SIZE 6.46 ACRES - TSP ~ 3 WATER EL. 436 ~ ~ WIDTH -10' 940 LENGTH -19 43d WEIR - 6' 450 DEPTH - 2' 3?~ ,OF 6 PVC WIDTH ~ 10" IK ~ ~'EMP. BERM WEIR r 6' DEPTH - 2 ~ - b 0 - - - _ 440 x 39.0 ~ 1E1rIP. BERM - - 39.0 109' OF WELDED 450 ~ x ,ALUMINUM 50' EMEA 50 EMERGENCY SPILLWAY ~ # 5 ELEV. 438.0 WIDTH -11' REINFORCE EMIER(~I VFORCE EMERGENCY SPILLWAY LENGTH -21' GRAPHIC SCALE W/ RIP RAP PLACE FlLTER FABRI RIP RAP PLACED ON TOP OF ~P• ~ goo o so goo zoo TSP ~ 4 420 INV. `414 WEIR - 6 ~ FlLTER FABRIC. EXIEND TO UNDI; UNDISTURBED SOIL. WIDTH;-11'~; TH - 2' .430 \ rru>~nr ~N` , , •..~yJ11 -cL B' 1 INCH = 100 FEET WEIR DEPTH 2.' Odom MAX CARL CROWS ~ DB 260;, PAGE 567 rfAL &Associa te5 Engineering, Inc. 1506-2 E. DIXON BLVD. SHELBY, N.C. 28152 704-484-3778 DAM 8/21/01 i DRAWM NO 01025 SKEET 1 OF 2 I SCREEN 1 ~+++++~~000t~ iii C carry ~-rte W ; ~ A O / TOP OF RACK-436.5 carry rip-rap up sMes of spBlwoy sMes of spBlwsy 2• ~ one. /5 washed stone _ ~ ~ . 0~ COLD WATER RELEASE 30" DIA. to of bam is washed stone arrnwa er 1' freeboard mm ~ ~ CORRUGATED STEEL PIPE TRASH ap eeva ion o s arrnwa er GUARD WITH 3 ANTI- VORTEX BAFFLES TIER - ~ ~ _ ~t SLOPE OR FLA - y' - - ~w I 3' 1 E C, ~ r t. 3. ~ ~ ~ 1' - 1 440 , 7 ~ - t. ' 3' MIN d 438 t _ , , - - ~ _ - - -~--t - ~ _ WATER 7ECE1~4$6:~ . _ _ ~ ~ t' = s" COMPACTED SOIL d5O "Q ~O ~P-rap I FlLL ~ , 0 + ~ _ 436 ~ ; max'imum level of _ , ~ - ~I ediment cdlected ofY num level of MIN ~``~~u ` ent cdlected key in bottom lover SLDPE Fl,Dw i ~ i t i Q - - ~ t ~ _ ~ ~a c can bosin when this i 4 I,FN AS HAND_w~i- ~L ~ - ~ level is reached i ~ t - I ~ - _ _ twsin when this of rip-rap I r..- is reached SECTION THROUGH BAST 432 ~HA~T--Ifs 3"i PVE _ r T - - _ ~ _ - - _ ~ ~ - ~ - - ~ r cry rip-raD uF ON TBROUGH BASIN AND FILTBR - awry r~-rap up I~_ 9' ~ -~.1 T- - - ` sties of ~Blway 430 F- fi ~ ~ - ' , , - sides of ~Blway ~=9• 428 - 3"PiPE STR']ip ~ - - - ~ = nD-raP - , r, -rap + lvi:.. _ . _ " . _ SPOT LDED- 'PTO - 1 - - - ~ heebaad m~ i ETAIL TEMPORARY BERM D ~ ~ 424 , ~I ~ ~ - /5 washed stuns-~ 1 3' ~IIN. shed stuns 422. R~ - ~ ~ - - - ' L(~W E ~ ~-~i ~ PERMEAB(LiTY t dam v 420 _ - SECTION THROUGH BER dam width ON THROUG9 BERN AND FILTER I I i T - 418 'r - , n~ V-41`6- - - - _ _ i 1 _ -t 'how • II-T-E(~ lrrv'~ 416 " i - :r..., • ~ _ ~ - : , _ ~ 1 f' ~ ~ -::sue:. ~ 414 - ~ - T ~ 412......_ I en ~ - - ~ t ~i~ / - ~ / ~ Mfg / ~ ~ t~. SALVE B 410 - - ~ - ~ ~ - ~i~ lo~M ~ I t ~ - - ' _ ~ _ ~ _ ~ i,, ~ bpi t Mr . ~ ~ ~ , i ~ ~ - _ _ 408',.- ._-~'X3, - _ i ;i EXCAVA ; ~2"__AIUMiNUM_ ; - ~ ~ ; i I ~ _ _ - ,,i, CON~REIE 6LQ~K 406 , - IMPER~HflUS SURFACE. = T ~ dso = s° I d5O = 9" TEMPORARY - - P- p - I 404 _T T it - - - - ~ , rip-rap i SEDIMENT i - - i - - - ~ _ , PERSPEC~TyE VIEM - - - - - - r 402 - _ _ - ~ ~a TRAP A - _T DATUaI ELEV ' - - , - ~ ~ - - i r 40000 CONSTRUCTION SPECIFI (RUCTION SPECIFICATIONS ~T1 !?l o ~ o 0 1. Clear, grub, and strip area of o ~ ~ material. Remove all objections and strip area of all vegetation and root M~1 we all objectionable material, ~ ~ ~ ~ ~ ~ ~ ¢ 2. Ensure fill material is free of d Place fill in 6" lifts and machln Material is free of objectionable material ~ 3. Protect connection between l lifts and machine compact. O Ei section between riprap and soil by using t!~ ~z filter fobric. Extend fobric acro f bric across s illwa foundation and etend o p y 0+00 1+00 sides to top of dam. 4. Clear pond area below dam 1 dam. rr ~l V i Irea below dam for sediment cleanout. 5. All cut and fill slopes should fill slopes should be 2:1 or flutter. 6. Ensure stone section has mil max side slopes of 2:1. section has min. bottom width of 3' with sof2:1. 7. Ensure weir is level and con= is level and constructed to grade, i in stone section should be well-graded 8. Material used in stone sectio mixture of stone with d50 size ~e with d50 size of 9" and max size of 14". 9. Ensure spillway extends past 'ay extends past toe of embonkment until stable conditions are reached. flush with surrounding ground ai ~s are reached. Keep edges of stone outlet sunding ground and shape center to confine H~1D?+7/111T?T ef'r~T ~ is ~ ~t outlet stream. ~~pVi~~V.r~~+L~~J//\~~JlA~~ iC~l/L+~,~vT'~G 1 10. Direct emergency bypass to rriLtll\.rt'!L ?T~¦ r = iV 11. Stabilize embankment and a gency bypass to naturol, stable areas. sbankment and all disturbed areas immed- lately after construction, includil struction, including embankment, emergency spillway, above the sediment po 12, Mark cleanout level in field. the sediment pool and downstream. >ut level in field. 30"~ TRASH SCREEN SUPPORT BRACKETS FOR VALVE CRANK 18" RISER ANTI- VORTEX BAFFLES 5' HAND' HANDWHEEL SHAFT SHAFT _ 3" P~ 3" PVC VA VALVE BOX FRONT VIEW TOP VIEW WITH RISER AND ANTI-VORTEX BAFFLES 6" PVC WELDED CORRUGATED 12" gLUMINUM N TS FLOW N TS - 6" SLIDE VALVE 3' FILTER DIAPHRAGM-Use a fine b sand and gravel aggregate 2x for Titer materials. PIPe ~ 1' 2x pipe ~ -.1 SAND FILTER NTS IfAt Odom &Associates llkb4M Engineering, Inc. 1506-2 E. DIXON BLVD. SHELBY, N.C. 28152 704-484-3778 DATIR; 8/21/01 DRAWM NO. 01025 SHEET 2 OF 2