Loading...
HomeMy WebLinkAboutWPO200500052 Plan - Stormwater Stormwater Management Plan 2005-08-22........... ________--~_-~~_.- / ° = � ` -------' \ ' '^-Fl --------'��N�w���@ v� 0���Q ���?� Map°� CD CD N w E Z-1 C_ 07 CD L 0 2,9 nj Dr K06 dge �o f 2o in F5Rt In 00, y If 1� AD 11 fill 0� 20 PROJECT NO, 05 I, ti, 0) Bvlohmh SCALE: ill 2 of vifginia, Inc. -01 ' | � � ! i � / � i . , ' - / DRAWN BY: PT-f CHECKED BY: PO. Box 2954O -P/}.Box 7? 0Ch00N. Ckud^taovil\^ \ REVISIONS Vif�����} Virginia2�yO2 ` / - Dut�/I�mu/�pdooc ' -"� ' `Z-\804{50 -1082 434-245'0011 Uj CD / . � � `_^~/ ..` � \ \ / /(c)CapyT�ht Us: ~-� may not be us -A of cW(oduced for any reason3 widw the prior misentaocha���� /y ��KAD�N�� �IA/f:-rl kin iew,-�,A and tje proved by the pp Willow Bend Basin — Wetland Conversion Sequence of Construction 1. Cut slits in the dewatering snout in order to drdewater ert of the dewatering orifice (85.5). Let the bnslow lythrough the slits. Let the basin dry out for an adequate period of time to allow for further the water to elevation 85 may also be needed to construction. Pumping out " holes OR 4 establish a suitable working environment. (Reinstall snout with Y install trash rack an erosion control orifice). tic formulation of glyphosate (Trade 2. Treat the existing cattails with an aqua vailable). Mix appo°IoPtion (2 name is Rodeo, but generic formulations areaTbs herbicide per gallon of water) and applywitha wick tpe (available from ag supply stores) OR put on a latex glove, then a cotton glove, dip the glove(s) into the solution. and wipe the cattails. This is a more precise method that delivers a lethal dose. Do not use a sprayer, as the spray kills everything it hits. 3. After the basin bottom is sufficiently dry, install 16" Coir Logs as per manufacturer's specifications. Logs should be installed at the bottom of the safety ledge/aquatic bench at elevation 85, as shown on the plan. Each 20' log should have 10 stakes (7 on the downslope side, and 3 on the upsloPe side, as shown on detail). The logs should be at least half -submerged in water. 4. Place silt fence at the bottom of the downhill slope of the dam. 5. Excavate material from the top of the dam so that the top is at elevation 89. Place the material along the inside toe of the dam to form a safety ledge/aquatic bench extending out to the installed Coir Logs. The fill for the bench should run from elevation 85.6 against the dam to elevation 84.6 up against the log. The fill should not e cdaomm to the rise�struct�re ineorder to allow Also, install some material from th easier maintenance access. 6. place 0.4' of topsoil along the aquatic bench so that the elevation of the bench is 86 against the dam and 85 up against the logs. Mix the topsoil into the upper layer of fill and lightly tamp so that the soil stays in place. This will 7. Repair all erosion rills and gullies around the perimeter of the basin. iulching, and, in some cases, redirecting entail filling with soil, seeding, and n flow through a channel to one of the basin inlets. 8. Install plants in the Coir Logs, along the aquatic bench (Hi -Marsh zone), in the Low -Marsh zone, and around the perimeter of the basin as shown on the landscape plan. Ali aquatic plants must be kept moist and out of direct sunlight until installation. Plants should be insplareitedsngan lpbThe dense shrub pond edge plants shoudbe oversized planting hole if planted in compacted soil. If Canada Geese are in the area, all emergent planting zones must be protected with adequate goose protection (e.g., netting, web of string, etc.). 9. Seed and mulch all disturbed areas. 10. Paint the riser structure dark green with a paint suitable for concrete. Coir Log Installation Guide ate number of stakes must be used to insure that the logs ;are not Proper staking is critical for a successful installation. An adequate dislodged from the shoreline. On very low energy sites, such as small ponds, as few as 7 stakes per log can be used (Fig.11A). The shakos should bo p16-ood on -the water side of the log and inserted through the netting (Fig. 2), On medium energy sites, at least 10 Fig. I B). If there is any chance that the log could be moved by fast water or lifted by ice in the winter, Makes slijould be U50d per log lite todiniCil.10 sjIoW(I III f,ig,3. ()II I)igl) ollOrgy,lite.yi, �,Lldl ftl_ti lmq)o 11*05 oir fmt rvioving j()gs rt)oilIr1 i)a cindiod to 1110 j)Ojt0(1I Win -IG. Oil bayslioros Or IAOS'Wlill . . I fold I of ovdi''i /2 0 lild, A bodies of water, a minimum of 17 stakes should be used as shown in Fig. minimum of 20 stakes should be used on each log. The logs should be placed so that about 1/2 of the log is submerged. Normally, the plants are installed in a "zig-zag" paIttern into the top of the log (Fig. 4). Try to install the plants an inch or so deeper into the log than the depth of the plant plug. It is very important that the plants have an adequate amount of moisture wicking up through the coir fiber to their root systems. When the logs are installed in low water conditions, it is acceptable to install the plants into the side of the log. Under no circumstances should plants be installed into logs that are not at least partially in the water unless the plants can be irrigated. SLOPF- OF D A X 'r- C oa- L.o q -too 310 L A N D S C ApE '� L A iti' raT �� 3 Fire Hy As5elpbl) `Po Es M J, k. N-!!'er _\z7 0 SCALE6 CROSS SCCTi0�1 T_NvF_?\T OUTS3BG,-7 Ex 5 -1r, e 391 ppovosEv Aq\JA-FT,( Pp,oPoSEP I)AtA 112 389 WS6 R 39-7 jt4VERT OUT @ 389.4(?-I PE I) 5 0. Co X TS 1 _NCI UOTT01"! (APPROX) 0 - - A . 80 90 to SCALE" I - 10' Willinw Bend Basin — Landscape Plan Container numbers refer to plant sizes as per ameaeds Wrsery &SLIPPIY CalalO%eContainrt#tttLtrtIt���g�il�ty trttrrt diameter, Container#7 deep x 13.5" dr 09191 plants may Cal al with the designer and County. I-IPE o(_17'LE7 CONDITIONS I PIPE OUTLET TO FLAT AREA WITH NO DFIFTNED CHANNEL L a 0 7: 4maz�jffu o d SECTION A --A A T 3(in (MIN) do 71PE OUTLFT TO KEIL -r- X DEF],XED CHMINEL PLAN VIEW - ;tm d SECTION A -A jtHCOXV(,.rfprr) rnR F.jjTMr rFFTVrrV.R NOTES L APRON WON" S(A-f BE PUPRAP, CROUTtO ftIPRAP, GABION BASKET, OR CONCRE7F 2 to LS THE 1Y.N(GTH OF THE RIPRAP APRON 11 fA1ZU1ATF0 USING PLAT ES 3.18-3 AND 318-4. 1.6 TIMES Tfir MA);MUM 5-WNc ulAmLr4R, BUT POT — THAN JNCHE! Source: Va, DSWC Plate 1AR-1 PROJECT NO, 0 SCALE: DATE: 06 02. -LOOS DRAWN BY:DT14 CHECKED BY: REVISIONS Date /Description: (C)cqht Date:— B4k+bts, Inc. This document may not be L-*d wrewoduoed fcr the I:Xfor written Coclsent at chkilats, Inc. SHEET: 2— LAVDSCAPE PLAN )6 PGTAT LS g 0 ilOhanit2ttS of Virginia, Inc P.O. Box 29540 P.O. Box 7' Richmond, Charlottesville Virginia 23229 Virginia 2_2902 434-2,15-0011 I