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Home My WebLink About1440.97.6+ ` + S -� + + - + + � Temporary Seeding Dates + �' J ® • Not necessary who mulch Is applied eedbed Preparation Apply lime to raise the pH to the level needed for species be ceded Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent per 000 eq. ft. (approximately 1000 pounds per acre) or fertlize cocordkug to set. Application of 150 Im of arren nium nitrate on anew low In organic natter and fertility will greatly enhance vegetative growth. Work the fertilizer and Ilene Into the soil to a depth of 2 -3 inches Mh a harrow. disk or rake operated across the slope as much as possible. Select a seed mixture based on projected use of the arse (Figure 5-2). ,hk oonddering best seeding dates. See Figure 5-3 this sheet. If toler- nose are a problem. such as salt tolerance of se di go adjacent to strseb nd highwoys, see Figure 5-4 this sheet before find selection. Mulch Rate Mulch is to be applied at 2.000 to 3,000 pounds per acre in areas not overed by erosion oontrol blanketing. Mulch mutt be anchored using a mulch nchorkhg tool or farm disk with dull. serrated, straight set blodes, or bulldozer leats driven up and down dope. Figure 5-2: Permanent Seed Mixtures ;peeiss Seeding Rate Suitable pH Site SuRablite lbs /oars Ibs/10D0 Weil sq. ft. Droughty Drained Wet Level and Sloping. Open Arses I. Tali Fescue 35 .8 5.5 -8.3 2 1 2 L Tail Fescue 25 .6 5.5 -8.3 1 Red Clover" 5 .12 S. Kentucky Bluegrass 15 4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts t. Toll Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 S. Tali Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownveteh» 10 .25 Lawns and High Maintenance Areas S. Kentucky Bluegrass 40 .g 5.8 -7.5 2 1 Creeping Red Fescue 40 .! F. Perennial Ryegross 170 4.0 5.0-7.5 1 - (Turf T)14) - -- S Tail Fescui+ -- -- - 170 4.0 5.5 -8.3 2 1 2 ' 1 - Preferred 2 - Will Tolerate •• Inoculate with spedfic Inoculatt, SILT FENCE Slit Fence shall be a machine produced, non -woven geotextile of 100% propylene meeting the physical properties below. All stakes shall be 2' X 2' hardwood 36' tall with 24' tail lath stapled Makes over fabric as reinforcement. All alt fence shall be prefabricated by the supplier. No field assembly be accepted FabricWeight. ... ....... .......»..... ............................... 4 oz /ayd GrobStrength ............................... ........................... Warp 125 lbs. Elongation ................».............. ............................... Warp 50 X Trapezoidal Tom Strength ...... ............................... 50 lbs. BurstStrength .» ..... » ....... » ..... . ....... . ...................... 200 pd UVResistance, .» ........... . ....................... » »..... »....» > 70 % A. O. S ........ » ........ »».» ............ ........................ » »....» 50-80 SlurryFlow Rate ..... .» ...... » ...... ......................•........ 225 gPm /pc� ft Sediment Retention .» ....... » ...... ............................... 75 X SOt Fence Matt ' -' Fence Poet mce Post Should s Buried 1' Below round Surface Stakes O 5. O.C. Ground Surface ice Material Should be Buried 6' Below Ground Surface. SILT FENCE DETAIL NTS 17 r � ( - .� HATCH PATTERN DENOTES TEMPORARY SEEDING +` ` 4 y ! + '�° •= ' • ' HATCH PATTERN DENOTES PERMANENT SF'EDING \ '.. 57 1 A, + ASSUMED NR HATCH PATTERN DENOTES EROSION CONTROL BLANKET TH SCALE: 1 =30 74)46 r I L_mF VIAr%R I CONSTRUCTION ENTRANCE EROSION CONTROL SCHEDULE Irrigation needed during this period. To control * MAK81W erosion at times other than in the shaded orstm STONE ENTRANCE use mulch. • Late summer seeding dates may be extended S dog Y H mulch Is applied. •• by OX PRIOR TO ING AN GRADING FIGURE � iVEEKLY AFTER S1DIrr EIS AND AS NEEDED TemporarySedngs Kind of Seed 1000 Sq. FL Acs Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1' to WATER N 1 1/2' deep Spring Oats 2.3 be. 3 bu. Cover seed 1' deep Anrwol rygross 1 lb. 40 bs. Cover seed 1 /4•deep• • Not necessary who mulch Is applied eedbed Preparation Apply lime to raise the pH to the level needed for species be ceded Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent per 000 eq. ft. (approximately 1000 pounds per acre) or fertlize cocordkug to set. Application of 150 Im of arren nium nitrate on anew low In organic natter and fertility will greatly enhance vegetative growth. Work the fertilizer and Ilene Into the soil to a depth of 2 -3 inches Mh a harrow. disk or rake operated across the slope as much as possible. Select a seed mixture based on projected use of the arse (Figure 5-2). ,hk oonddering best seeding dates. See Figure 5-3 this sheet. If toler- nose are a problem. such as salt tolerance of se di go adjacent to strseb nd highwoys, see Figure 5-4 this sheet before find selection. Mulch Rate Mulch is to be applied at 2.000 to 3,000 pounds per acre in areas not overed by erosion oontrol blanketing. Mulch mutt be anchored using a mulch nchorkhg tool or farm disk with dull. serrated, straight set blodes, or bulldozer leats driven up and down dope. Figure 5-2: Permanent Seed Mixtures ;peeiss Seeding Rate Suitable pH Site SuRablite lbs /oars Ibs/10D0 Weil sq. ft. Droughty Drained Wet Level and Sloping. Open Arses I. Tali Fescue 35 .8 5.5 -8.3 2 1 2 L Tail Fescue 25 .6 5.5 -8.3 1 Red Clover" 5 .12 S. Kentucky Bluegrass 15 4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts t. Toll Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 S. Tali Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownveteh» 10 .25 Lawns and High Maintenance Areas S. Kentucky Bluegrass 40 .g 5.8 -7.5 2 1 Creeping Red Fescue 40 .! F. Perennial Ryegross 170 4.0 5.0-7.5 1 - (Turf T)14) - -- S Tail Fescui+ -- -- - 170 4.0 5.5 -8.3 2 1 2 ' 1 - Preferred 2 - Will Tolerate •• Inoculate with spedfic Inoculatt, SILT FENCE Slit Fence shall be a machine produced, non -woven geotextile of 100% propylene meeting the physical properties below. All stakes shall be 2' X 2' hardwood 36' tall with 24' tail lath stapled Makes over fabric as reinforcement. All alt fence shall be prefabricated by the supplier. No field assembly be accepted FabricWeight. ... ....... .......»..... ............................... 4 oz /ayd GrobStrength ............................... ........................... Warp 125 lbs. Elongation ................».............. ............................... Warp 50 X Trapezoidal Tom Strength ...... ............................... 50 lbs. BurstStrength .» ..... » ....... » ..... . ....... . ...................... 200 pd UVResistance, .» ........... . ....................... » »..... »....» > 70 % A. O. S ........ » ........ »».» ............ ........................ » »....» 50-80 SlurryFlow Rate ..... .» ...... » ...... ......................•........ 225 gPm /pc� ft Sediment Retention .» ....... » ...... ............................... 75 X SOt Fence Matt ' -' Fence Poet mce Post Should s Buried 1' Below round Surface Stakes O 5. O.C. Ground Surface ice Material Should be Buried 6' Below Ground Surface. SILT FENCE DETAIL NTS 17 r � ( - .� HATCH PATTERN DENOTES TEMPORARY SEEDING +` ` 4 y ! + '�° •= ' • ' HATCH PATTERN DENOTES PERMANENT SF'EDING \ '.. 57 1 A, + ASSUMED NR HATCH PATTERN DENOTES EROSION CONTROL BLANKET TH SCALE: 1 =30 74)46 r I L_mF VIAr%R I CONSTRUCTION ENTRANCE EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE * MAK81W INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE Y PRIOR 0 ING D GRADING EXISTING INLET PROTECTION 'MEEKLY AFTER STQr E1�S AND AS NEEDED PRIOR TO ING AN GRADING TREE iVEEKLY AFTER S1DIrr EIS AND AS NEEDED CLEARING TEMPORARY DIVERSONS TEMPORARY SEEDING ' Y R AN EED #ATER AS NEEDED ALONG WITH ROUGH GRADING AFTER ROLIGH GRADING PERMANENT SEEDIN WATER N AFTER FINISH GRADING EROSION CONTROL MATTING N MEEKLY AFTER Ei�S AND AS NEEDED NI GRADING -TER STRAW BALES FINISH GRADING _FTIMCH INLET PROTECTION WEEKLY AFTER STOIr ETAS AND AS NEEDED = INLET 15 PLACED SEED, do LANDSCAPE AROUND Y8TER AS NEM FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED R STRAW A REMOVAL INLET PROTECTION N A N AFTER ALL AREAS DRAINING 0 ESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED * - SEE CHART FOR MAINTENANCE REQU SiLT FENCE MAINTENANCE REQUREMEN1S 1. INSPECT THE SILT FENCE PERIODI & 2 IF FENCE FABRIC TEARS„ STARTS TO INEFFECTIVE. REPLACE THE AFFX1E1 3 REIM DEPOSITED SEDIMENT WHEN ITS LOWEST POINT OR IS CAUSING 4. TAKE CARE TO AVOID UNDERM11W I AFTER THE CONTRIBUTING DRAINAGE AND SMIMENNT DLPOSITS, MIRING THI EROSION CONTROL BLAWET (SURFACE AF 1. DURING VEGETATIVE ESTABL&KNT, EROSION BELOW THE BLANKET. I IF ANY AREA SHOWS EROSION, PULL iT, ADD SOL. RE-SEED THE AREA. 3. AFTER VEGETATIVE ESTT, -X -X- X Temporary Silt Fence (See detail this sheetl s0000i000 -ssneseni G000noon Goosoonin Construction Limits TEMPORARY SI LT FEN CE i J- 4- • y k'L + 1 + + 1+ � � Y ) AFTER EACH STORM EVENT. 1POSE. OR IN ANY WAY BECOMES DON IMMEDIATELY. CHES HALE THE HEIGHT OF THE FENCE AT ]RIC TO BULGE NCE DURING CLEAN OUT. HAS BEEN STABILIZED, REM(K THE FENCE IRBED AREA TO GRADE; AND STABILIZE. MAINTENANCE REWREMENTS AFTER STORM EVENTS FOR ANY THAT PORTION OF THE BLANKET COVERING :-LAY AND STAPLE THE BLANKET THE TREATED AREA PERIODICALLY. _\ NOTE START OLAMCET AT TOP OF THE SWAE AND ROLL IN THE DO T1ON OF THE WATER FLAW IN THE STALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS, 9" a �isaj WAVE aR calwo) stameaer rewtu ter STRAW Om Macaw NORM at AP*11a1CI CMM EROSION CONTROL MATTING DETAIL FOR SWALE NO so" HOLEY Your anrIIIII wDIG M 1- 800-3824544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUT'SM OF MW PER MAUNA STALE LAW 5- 0 -1MlR iIT ' - IV THE LAW 10 =00 �,- t Y1[nroaMill Cam.. -i%*%. , - � , , PUBLIC ROAD - •1•'0'00•••'• 50' (MIN) � 0'0.0'•••'••• ,000.;0•, •••••••.•••.•••.•••.•• \ ` ,0000 • ••••••••.•••••••••••�•••�•• ,.,•6.,•,.,•610•`6 00,.00,• 0,000,. 00.00 •.•• .,.. %•..•,..• ..0,0.0,..0,.• • • f. .i• •y • • •••,;••1; •1 ;••6 ;000;0•, ;• •i •L. •=i •6• •1.••6.,•6•0.0•0•••e • j • 0000 %•••: •• %••• %000:0 • •L •6.0••.••1.••1.0.6.0.6•• ►, ..0000..0...•.... •: s,i, :�•• :�••:� • lj •6;�•6.. • , , . • 12 (MIN) AGGREGATE COARSE AGGREGATE GEOTDW FABRIC TO STABILIZE FOlN1DA70 ESPECIALLY WPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL No sc oa 00�111 - NOTE - SEE SHEET P801 FOR RIP RAP DETAIL 010000>• 0000000010 0100000010 0000000100 00100010MM satin Ranking: Salt Tolerance (to both soli salts & spray): i Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance - FIGURE 5 -4 � s�sssa � s>.� 0,6,,01 sisr s� s� r WARNING THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. 00110000010 MININ1100010 000000010 01010000001 10000101010 i V 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SR.T FENCES, SILT TREE PROTECTION AND INLET PROTECTION FOR EMTINQ INLETS TO THE START OF ANY EARTH MOVING OR STRIPPING. 2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION IEWTRANC SOME OTHER DEVICE PRIOR TO THE START OF EARTHWIORK AS NECESSARY 10 PREVENT SOIL FROM BEING TRACKED GsR WASHE INTO EXM11NG ROADWAYS. 3 LAND ALTERATIONS MICH STRIP THE LAND OF VEGETA -, rM, MI REGRADING. SHALL BE DONE IN A WAY THAT INLL MINMrNZE ER( WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE NRETAINEI PROTECTED. AS GRADING IS DONE. INSTALL SILT TRAPS, SILT SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUINOFF 0 MEASURES AT APPROPRIATE LOCATIONS TO KEEP SERI RENT CO ON SITE. 4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW 44ULCHEI SHOWN ON THE PLANS i IMEDIATE LY AFTER COIIPLETIOMN OF GRi ACTIVITY. FOR LARGE PROJECTS. THIS SEEDING SHOULD BE CC IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPL 5 PERMANENT AND F94AL VEGETATION OR STRUCTURAL EROSION DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL MINDER CIRCUMSTANCES. 6 THE DURATION OF TiME VHIC3H AN AREA REMAINS EXPO)SED SW KEPT TO A PRACTICAL MINIMUM DEPENDI4C UPON THE 'WEATHER CONSTRUCTION ACTMTY IS TO CEASE FOR MORE THAN TWO WE THE DISTURBED AREAS SHALL BE TEMPORARILY SFEDEED. 7 CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AID DEVICES DURMO CONSTRUCTION AND UNTIL SILTATION OF THE AND STORM SETTERS WILL NO LONGER OCCUR 8 OHM O NSITE EROSION AND SILTATION OF THE STREET$ AND Sl SEWERS Wl1 NO LONGER OCCUR. THE CONTRACTOR SHIALL REM DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES • THESE GENERAL PROCEDURES MAY NOT COVER ALL 97WAIXM TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIC DETAILS. 10 EROSION CONTROL TO COMPLY WIITH INDIANA 327 LAC iMNO RUL AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEWS OPINI 11 THE CITY E NGWEER HAS THE AUTHORITY TO REQUEST A4DOIT10N EROSION CONTROL MEASURES OR AMEND EROSION COMMOL PL SUBJECT TO ACTUAL SITE COND17KM I BENCHMARK: CHISELED TRIANGLE ON SOUTHV EST CORNER OF THE 116th STREET BRIDGE OVER COOL CREEK. ELEVAmON = ReTslons 1. DMW. 7/30/97 -ADDED SMXU ALONG ENTANCE DRIVE A REWSFD RP-% 2. D1R. 8/14A7. � PER HAMILMN COUNTY SetWCD CDMMET M REVS SIZE PER OEViIMM •11 O No. "Y� 5�: 9300147 O s STATE OF ° AV %WPN A �. CERILHIED BY Ll iM TORAA1C NO TiE UK OES10 S NO OIilNCa M CMTAW Nt71D1 NE 1HE DCLIA TE K E AMM FOWOW OF 51DIEM DOE M O01P0O1 YO NO NNE' WT 10 IE USM At FMMM M Wi4F OR N M WHIT 1HE WOMEN COIMT OF SolaeEW DOES IC C ORPpG= 0 W. Schneider Eqboxbg QwpmU= r SchIneida IP 0 061 carDMI&M 3020 North Post Road &IWtneerimg Indianapolis, Indiana Sur►eyint 46226 -0068 LandseapL Architi 317 -898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Ratite with Bohiea. Nqw, Gibson Ile Lssoeiats„ Ineorpo C. P• MORGAN COMMUN1TlES, LP. SYCAMORE FARM SECTION 2 CARMBL, MIANA POOL HOUSE AM EROSION CONTRIX ; ._ to ?"jed idol. In= 7 23 ELI DW IQpUter PH" -gyp„ Ark SOIL �i ., .. � Salt CONDITION � �- Tolenmce Wet Dry � 9 r` L� Gen. Son Creeping Red Fescue Festuca rubra 2 1 2 1 1 1 Msd. 1 20-25 12 -18 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Mod. 1 25-35 12 -18 10-20 MT Poo pratinsis Tall Fescue 2 1 1 1 1 1 Law 1 124-35 24 -36 112-18 5 -14 T Festuca L arundinacea Perennial ryegroas 2 1 2 - 1 2 Mad 2 15 -20 5-10 MT Loilum perenne High Crownvetch - 1 1 2 - - Law 1 5-10 24 14 -21 T CoronPla varia Red Clover _ 1 _ 2 _ _ Mod 1 7 -10 18 5 -10 S S Trifollum pretense Ranking: Salt Tolerance (to both soli salts & spray): i Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance - FIGURE 5 -4 � s�sssa � s>.� 0,6,,01 sisr s� s� r WARNING THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. 00110000010 MININ1100010 000000010 01010000001 10000101010 i V 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SR.T FENCES, SILT TREE PROTECTION AND INLET PROTECTION FOR EMTINQ INLETS TO THE START OF ANY EARTH MOVING OR STRIPPING. 2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION IEWTRANC SOME OTHER DEVICE PRIOR TO THE START OF EARTHWIORK AS NECESSARY 10 PREVENT SOIL FROM BEING TRACKED GsR WASHE INTO EXM11NG ROADWAYS. 3 LAND ALTERATIONS MICH STRIP THE LAND OF VEGETA -, rM, MI REGRADING. SHALL BE DONE IN A WAY THAT INLL MINMrNZE ER( WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE NRETAINEI PROTECTED. AS GRADING IS DONE. INSTALL SILT TRAPS, SILT SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUINOFF 0 MEASURES AT APPROPRIATE LOCATIONS TO KEEP SERI RENT CO ON SITE. 4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW 44ULCHEI SHOWN ON THE PLANS i IMEDIATE LY AFTER COIIPLETIOMN OF GRi ACTIVITY. FOR LARGE PROJECTS. THIS SEEDING SHOULD BE CC IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPL 5 PERMANENT AND F94AL VEGETATION OR STRUCTURAL EROSION DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL MINDER CIRCUMSTANCES. 6 THE DURATION OF TiME VHIC3H AN AREA REMAINS EXPO)SED SW KEPT TO A PRACTICAL MINIMUM DEPENDI4C UPON THE 'WEATHER CONSTRUCTION ACTMTY IS TO CEASE FOR MORE THAN TWO WE THE DISTURBED AREAS SHALL BE TEMPORARILY SFEDEED. 7 CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AID DEVICES DURMO CONSTRUCTION AND UNTIL SILTATION OF THE AND STORM SETTERS WILL NO LONGER OCCUR 8 OHM O NSITE EROSION AND SILTATION OF THE STREET$ AND Sl SEWERS Wl1 NO LONGER OCCUR. THE CONTRACTOR SHIALL REM DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES • THESE GENERAL PROCEDURES MAY NOT COVER ALL 97WAIXM TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIC DETAILS. 10 EROSION CONTROL TO COMPLY WIITH INDIANA 327 LAC iMNO RUL AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEWS OPINI 11 THE CITY E NGWEER HAS THE AUTHORITY TO REQUEST A4DOIT10N EROSION CONTROL MEASURES OR AMEND EROSION COMMOL PL SUBJECT TO ACTUAL SITE COND17KM I BENCHMARK: CHISELED TRIANGLE ON SOUTHV EST CORNER OF THE 116th STREET BRIDGE OVER COOL CREEK. ELEVAmON = ReTslons 1. DMW. 7/30/97 -ADDED SMXU ALONG ENTANCE DRIVE A REWSFD RP-% 2. D1R. 8/14A7. � PER HAMILMN COUNTY SetWCD CDMMET M REVS SIZE PER OEViIMM •11 O No. "Y� 5�: 9300147 O s STATE OF ° AV %WPN A �. CERILHIED BY Ll iM TORAA1C NO TiE UK OES10 S NO OIilNCa M CMTAW Nt71D1 NE 1HE DCLIA TE K E AMM FOWOW OF 51DIEM DOE M O01P0O1 YO NO NNE' WT 10 IE USM At FMMM M Wi4F OR N M WHIT 1HE WOMEN COIMT OF SolaeEW DOES IC C ORPpG= 0 W. Schneider Eqboxbg QwpmU= r SchIneida IP 0 061 carDMI&M 3020 North Post Road &IWtneerimg Indianapolis, Indiana Sur►eyint 46226 -0068 LandseapL Architi 317 -898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Ratite with Bohiea. Nqw, Gibson Ile Lssoeiats„ Ineorpo C. P• MORGAN COMMUN1TlES, LP. SYCAMORE FARM SECTION 2 CARMBL, MIANA POOL HOUSE AM EROSION CONTRIX ; ._ to ?"jed idol. In= 7 23 ELI DW IQpUter PH" -gyp„ Ark