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HomeMy WebLinkAbout401 E. Main Street - Signed Site Plan0 10 20 40 1 feet 1 2- story Tax Lot 4- Fra me Tax Lot 45 N/F 0sceloa Realty Corp. N/F 0sceloa Picnic Grounds, Inc. ; " " 8' High Chain 30' M 4 55. `34 2.2'S Link Fenc425.87 426. 1 426.7 0 425. • 428.56 10,428.72 10"T x 8"M 20"M 6' High CQ 6High Stockhade REMOVAL OF EXISTING DRAIN OnIInE PIPES TO BE COORDINATED WITH THE TOWN TRENCH BACKFILLED WITH RUN OF BANK MATERIAL Tax Lot 40 N/F Valley Power Tools, Inc. N/F Charles W. Smalley EXISTING ASPHALT TO BE REMOVED (5,581 SF ±) 2.N 6' High-- Stockhade Fence =428.35 Stockhade Fence I " 429.32 429.26 I ,\ I ` I 6' High Stockhade Fence 22 M 429.10 Bridge U, U N89°5�'3011W �iMet. 2.2 N 4/6) ` 426:80 Rim428.50 Manhol 0"1 428.62- 12' �_c 429.0E 0 429.11 • 6"TM " 7 T \429.61 T L 4- 42I 428.39 0 0 LOCATION MAP SCALE: N.T.S. V a x o Ta x Lot 4 4 9 GENERAL NOTES: 429.58 `.'`, _ °° 429.50 _ 12 Corr. Pipe I 429.52 1. The contractor shall be responsible for the restoration of the existing features disturbed `\\ Underground ; V a c a n t Lot 4 T N engineer.tnstruction of this contract to existing condition or better, as determined by the 7 T cV 2. The engineer whose seal appears hereon is not responsible for construction means and 8 Corr. Pipe P `�_ p I _ r, �f o methods and.. therefore.. assumes no responsibility for construction practices, procedures, `,Underground 0 12 M and results therefrom. m 3. The engineer shall not be held responsible or held accountable for the integrity of any • 429.62 ' 429.73 structures constructed or under construction prior to the approval of the plans. N V425.71 I 428.78 0J 4. The Town Engineers office is to be notified 48 hours before commencing site construction. a- =r C 00 L 5. All work is to be completed in accordance with the Town's code of practice and 0 .429.73 429.65 - �4 3 - _ _ o O specifications. 0 \ \ �, 430.07 429 89 (D C Rein 6. All conditions, locations, and dimensions shall be field verified and the engineer shall be V- \ i N O H e a ( immediate) notified of an discrepancies. 9 20�'M 429.66 I Chair Y Y P 429.14x 7. All changes made to the plans shall be approved b the engineer and an such changes C \ 9 P PP Y . Y 9 shall be filed as amendments to the original building permit. 428.46 Stone M a s. o C ^LQ 8 nSee otes plans prepared by the Architect for all building and structural drawings, details and Ret. Wall 0 0 o- O 0 9. The contractor shall work this plan in coordination with those plans prepared by others for U______% improvements related to architecture, structural, MEP, etc. Any discrepancies shall be 13 M4� T ; ` 429 74 / O brought to the attention of the engineer. o ;' O 10. All written dimensions on the drawings shall take precedence over any scaled 431.08 429.9� O C3 dimensions. `,11 2 Corr. Pipe \U 0 _ � `, U n d erg rou n d 1 d O 11. It is the contractors responsibility to call in a "Code 53" at least 2 days but no more than 7"T I Dirt 8C Gravel 431.34 O 10 days prior to construction for underground utility locations. Macadam Remains � I 7 I 1 430.68 Conc. Co 430.67 ---' 430.38 i Rim431.28 U I I O `, I ,431.63 6.6S 1k,431 09Sliding Gat 431.25k, 431.27 fink Fence ' 1 432.29 Onlifle Drain Macadc �n 7"T Post & Rail 4152-*- . 4' HI h Chain 6"TGRT4�1.80'`` Inlet p q NV4 7.73" 7"M p 432.31 - 43221 Curb � 432.51' Drain drop C432.53 8" H.P.-Gas--Maln�-- 9 01 - _ Inlet gC432.24 T� z� 39-�GRT432.20 TC432.09 Conc. TC432.19 TC432.32 gC432'19 0 0 "E _ 101 E BC431 78 BC431 83 BC431.93 q q , D 5 " CL432.49 To Somers i i i i , 431-93 ee I ark �2-53 Sidew FC43 .55 BC432.27 Q S85030,00 �1 c 2500 O O I - ' CL433.03 adway J b. 1-) 0 EAST r' ---71------LLALAML---i°ra---___- •• DEMOLITION NOTES: 1. The contractor shall notify the Town Building Department's office a minimum of 48 hours before commencing site demolition and/or construction activities. 2. It is the contractor's responsibility to call in a "Code 53" at least 2 days but no more than 10 days prior to demolition/construction for underground utility locations. 3. Prior to demolition of any structure, the owner shall provide documentation from the respective utility owners verifying the dates of disconnect for the gas, electric, water and sewer services as applicable to each structure. 4. Prior to demolition of any structure, the owner shall provide an asbestos removal certification demonstrating compliance with New York State Industrial Code Rule 56 - Asbestos, as applicable to each structure, as performed by a NYS licensed asbestos inspector. 5. Any asbestos containing materials shall be removed and managed by a qualified asbestos abatement contractor in accordance with regulations specified in 12 NYCRR Part 56 and USEPA Region 2 Guidance, latest edition. 6. The contractor is responsible for maintaining a clean and safe work area in accordance with all applicable local, state and federal regulations. 7. The contractor is responsible for cleaning all tracked soil and debris from within the right-of-way on a daily basis at a minimum or as directed by the engineer or town officials. 8. Any service to be disconnected shall be cut and capped at the main in accordance with the standards and specifications of the respective utility company. 9. Building demolition shall include, but not be limited to, all structural components, roofing, siding, concrete and/or block walls, windows and doors, Interior partitions, floor slabs and foundations, pavements, interior and ex't,enor lighting, all associated underground and overhead utilities, and all existing features identified on the plan. 10. The contractor is responsible for proper off -site disposal of all demolition debris. 11. The contractor shall provide all necessary shoring and temporary supports as may be required to protect existing underground utilities and adjacent structures. O 12. Substructures and their encroachments below grade, if any, are not shown. 1 O 13. Contractor to verify all substructures encountered during construction. 431.02 0-0 14. Any proposed electric and/or telephone service lines are to be placed underground. CID D 15. The contractor shall supervise and direct the work using his best skill and attention. He Block Fn d. 43 Wall Remains shall be solely responsible for all construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the work under the contract. 431:04 432.88, planter 6 o2.25X . 16. 6 The contractor shall be responsible to the owner for the acts and omissions of his employees, subcontractors, and their agents and employees, and any other persons Stone Curb 3.4 N 6' 1'4' performing any of the work under a contract with the contractor. 432 91 Unk F 17. The design engineer disclaims any liability for damage or loss incurred during or after construction. Macadam ' H19h Chain 61 �-- on c A, T ee 432.62 b 43 Drt t 46 Cur 432^. Inl 4 2.60 lC4�32 29 �,� Conc. gC , 2 C432.52 05 gC432.2B N y 6 S� 27 , ' CL432.83 M yV N Ra R o a d Macadam Jefferson valley __�_--- ----------- CF O r m e r l y------------------w------------- wasr---------------------- - ��y --- W'--------- eS-"---------- ----------- -----W-------------yM------ r- e a d U til it W i r ---- �N-----Utility _ --------------- Pole0 e-------------------y------------------- `__------------ - �L.J---_____` x435.50 NO. REVISION DATE 1 REVISED PER PS SITE WALK 9/27/24 2 REVISED PER TOWN COMMENTS 10/31/24 3 REVISED PER TOWN COMMENTS 1/24/25 4 REVISED PER TOWN COMMENTS 2/10/25 FEMA FLOODPLAIN MAP NOTES: 1. THIS IS NOT A PROPERTY SURVEY. 2. SURVEY INFORMATION SHOWN HEREON IS BASED FROM SURVEY PERFORMED BY RONALD PERSAUD, L.S. DATED NOVEMBER 30, 2021 v 401 EAST MAIN STREET, LLC S MADONNA DRIVE o LAGRANGEVILLE, NY 12540 SITE ADDRESS: 401 E MAIN STREET YORKTOWN, NY 10535 6 LOT SIZE: 0.38 AC 0 TAX MAP: 6.14-1-44 & 42 ZONING DISTRICT: CC DISTRICT HILDENBRAND ENGINEERING, PLLC 208 CREAMERY ROAD HOPEWELL JUNCTION, NY 12533 845.206.6994 Brian@HildenEng.com UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION of THIS LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT @ HILDENBRAND ENGINEERING, PLLC 401 E MAIN STREET TOWN OF YORKTOWN WESTCHESTER COUNTY, NEW YORK TITLE: EXISTING CONDITIONS & REMOVALS PLAN al Scale: 1" = 10, Date: 06-27-2024 pF NE Pt / :,`Oa Drawn By: Checked By: r�. a Project No.: t n r> Sheet No.: 1 of 4 /� • 092SA5 ��U Dwg. No.: `nFtssta` S P-1 (3) WHITE PINES PINUS STROBUS (6) ARBOVITAES THUJA OCCIDENTALS CULTIVAR (GREEN) 9'x18.5' PARKING SPACE (TYP.) PROPOSED ASPHALT PARKING LOT PROPOSED SEPTIC LOCATION (5) ARBOVITAES THUJA OCCIDENTALS CULTIVAR (GOLD) 0 in 20 To Somers 40 feet 3 Online onc. I�T111i 'L''. 7" Tax Lot 43 c1 2.2 S 1 0„T 8"1�i „M > X I I II I I I .00 II I I + 430.1 20 ' \ u 13" M4�'T Tp + 430.! P 7„T� + + I I 7"M I I I I I I LAWN I I I I I 6.6'S 1 EAST 20"M� 24 —2,— i -- —6 Curb roP 1 Macadam (F ornn 100'WETLAND BUFFER NEW FENCE ALONG THE REAR PROPERTY LINE 4 TREES TO BE REMOVED 2"M 020"M PROPOSED OFFICE BUILDING 24' x 30' (2-story) FIFE 432.0 / urb LAWN M AI N R le R aad`"aoad) I (',ono• 2.2 12 119.8' W 3.4'N 2"M STORAGE UNIT DISPLAY AREA, GRAVEL PAD PROPOSED SIDEWALK (TYP. ) WALL MOUNTED LIGHT FIXTURE (TYP. ) CLEAR ANY DEBRIS FROM STREAM CHANNEL 12' DROP CURB SECTION CURB RAMP SHED ROOF OVER ENTRANCE LANDSCAPED RAIN GARDEN, SEE PLANTING SCHEDULE. FINAL PLANT LOCATIONS WILL BE DETERMINED IN THE FIELD Go���and� Ao f f er Son a y _---------R� J e _ Wgjgs_--M41nw------------ ---- ------ ------------- w---------- yerh ea d ---U uantity s & Shrubs __----W--------------------------- ------- --- - - _ _ _ Wires----------------------- 401 E Main Street Planting Schedule Ie Common name 3 Pinus strobuc White Pine 6 T Ht. B& B 6 Thuja occidentals cultivar (Green) Arbovitaes 5' Ht. B & B 5 Thuja occidentals cultivar (Gold) Arbovitaes 5' Ht. B & B Tree Removal arden Plantings 20" Maple 6 Clethra alnifolia Sweet Pepperbush 2.5-3 Ft B & B 20" Maple 6 Comus sericea'Cardinal' Red Osier Dogwood 3.5-4 Ft B & B 22" Maple 3 Ilex verticillata Winterberry 3.5-4 Ft B & B 20" Maple 18 Cheloneobliqua Turtlehead 1Gal Cont. 4" Tulip 18 Lobellacardinalis Cardinal Flower 1Gal Cont. 18 Iris versicolor Blue Flag Iris 1Gal Cont. 18 Tiarellacordofolia Foamflower 1Gal Cont. APPROVED Resolution Number 25 - 0-1 Date b� 3h I )- 0 1-� TOWN OF YORKTOWN ZONING REQUIREMENTS (COUNTRY COMMERCIAL DISTRICT) REQUIRED CC EXISTING PROPOSED MINIMUM LOT AREA NONE 0.38 AC NO CHANGE FLOOR AREA RATIO 0.20 — 0.04 BUILDING HEIGHT (FT / ST.) 35 / 2.0 — <35 / <2.0 MAXIMUM BUILDING LENGTH 100 — 30.0 MAXIMUM BUILDING COVERAGE 30% — 7% MINIMUM FRONT YARD (FT.) 30 — 31.0 MINIMUM REAR YARD (FT.) 30 — 30.3 19.0 10.0 12 MIN. SIDE YARD (FT.) 15 — LANDSCAPE BUFFER (FT.) 10 — PARKING REQUIREMENTS 4 PER 1,000 SF 0 PROPOSED 2'CONTOUR FEMA FLOODPLAIN FEMA 100-YR FLOODPLAIN ZONE X PROPOSED MANHOLE TO CONNECT TO EXISTING DRAINAGE PIPES, MATCH INVERT PROPOSED LIMIT OF DISTURBANCE 15,700 SF SEPTIC COMPRISED OF H-20 RATED CHAMBERS PROPOSED DRAINAGE -- MANHOLE, SOLID COVER (TYP.) SILT FENCE DOWNGRADE OF ALL DISTURBANCE PROPOSED 12" 0 HDPE TO REROUTE EXISTING CONCRETE WASHOUT LOCATION IF NEEDED /--- EXISTING OFF -SITE DITCH EXISTING HDPE PIPE THAT DISCHARGES TO EXISTING OFF -SITE DITCH Tax 43 / 05. 34 2.2'S 425.87 426.42 42 .4�25111111112 6 .r 12.1 W 28. T 1 I O 29.26 PT-17DI 2 - - 429.61 I line I + 430.1 2, 50' I I ' I I " 429. �3 I D 3 p 3� DT 4 42 .6 430. Rim431.28 I ' 431.08 m 4P � m i ♦ i� - 43% ♦ �� - 4 1m 4 STABILIZED CONSTRUCTION O 431r04 171 431.O f " m . 432.88" , ENTRANCE 0 0 2 91 3.4 INII \ V 0 0 67 I 431.93" 432 62 _ O 31 0 �o 0 0 0 5ton� Curb 3 • 6.6'S 4 431.25" 431.27 29 Online GRT431. ,moo Q 432.53 E, 432.19.x .14v4 7.73' _ TC432.55 E 43�.31 432.51' . 432 ' `j r - C 2.53 Curb gC432 27 - _- 8" H . P . _Gas _ M a i n�--------- .: r gC432.24 TC432.39`. GRT42.20 TC432.09" Conc. TC432.19 TC432.32 BC43.. 0 '50 "E 1 01 • " BC431.78 BC431.83 BC431.93 � V 188 , 0 5850,3000 "E 25 0 0 CL433.03 56.36 "CL432.83 M AI 1 `� Rp°dW°y d Iley Roo ) Curb 4 G 4 - _ '0 SC 432.246 g 5 .5z >> �... anc. g� n �76 �51 G 52.28 N S PROPOSED DRAIN INLET RIM: 429.5 INV: 426.7 PROPOSED CULTEC INFILTRATION SYSTEM 9 CULTEC 330 CHAMBERS BOTTOM: 425.5 POP-UP OVERFLOW: 430.0 PROPOSED DRAIN INLET RIM: 429.8 INV: 426.8 PROPOSED ROOF DRAIN DISCHARGE TO STONE OUTLET IN RAIN GARDEN 166 SF RAIN GARDEN OUTLET GRATE EL: 431.5 PROPOSED RAIN GARDEN WITH 4" UNDERDRAIN, CONNECT OVERFLOW TO CATCH BASIN SOIL STOCKPILE (TYP.) i Moen-_- 58 ns �32. 1 BC432.2� - PROPOSED WATER, ELECTRIC AND GAS SERVICE CONNECTIONS CL432.49 __ To Somers M a Ca d am J f er S o n O Q------------------------------- 0---------------0 OAST r m e r l y o f ---- Agisr__ agl------- w-- ___ _ ------------- _ __ of Road ------ Wires ------------------------ Ede----VM-------- tillt------------ ---iIV------jNA��C---.Q1n---�iV'---- ---���____------�N----_--------W________- -----------Overhead_---�-----y-------------- O------------ 435.50 GENERAL UTILITY NOTES: 1. Electric, gas, telephone/data services shown on this plan are schematic for coordination purposes only. The contractor is required to coordinate installation and specifications with design drawings and details by others and the respective utility owner. r' responsibility o 1 in "Code 53" a minimum of 2 days but not more than 10 days rior to an excavation 2. It is the contractor's t call a y y p y or construction of underground utilities. 3. All utilities, including electric lines, telephone, cable, water, sanitary sewer lines, and storm sewer lines shall be located underground and shall be installed in accordance with the requirements of the town and the utility companies having jurisdiction. 4. Any proposed electric and/or telephone service lines are to be placed underground and shall be encased in rigid casing for a minimum of 6 feet (2-4-2) across all water mains. 5. Roof leaders shall empty into storm drainage systems, The elevation of foobn s shall be adjusted accordingly to permit proper PY 9 Y 9 1 9Y P P P drainage. Under no circumstances shall the discharge or ground water or storm water, either by gravity or by pumping, be discharged to any sanitary sewer system. 6. Storm drain piping to be high density polyethylene as shown on the construction drawings. Minimum cover to be 2 feet unless otherwise noted. 7. Prior to final approval and operation of the drainage system, the contractor shall clear all accumulated sediment and/or debris from drainage structures, manholes, culverts, outlets and drain inlets. The engineer shall be notified for final inspection. 8. It is the contractor's responsibility to properly shore existing utilities and existing improvements as required by construction. GENERAL SITE EROSION CONTROL INSPECTION AND MAINTENANCE TABLE MAINTENANCE ITEM FREQUENCY DESCRIPTION OF INSPECTION PARAMETERS DESCRIPTION OF REMEDY PROCEDURES SITE STRUCTURES ANNUAL & AFTER -ACCUMULATED SEDIMENT IN CATCH BASIN SUMPS -REMOVE MAJOR STORMS -ACCUMULATED DEBRIS AND LITTER -REMOVE -DAMAGE OR FATIGUE OF STORM STRUCTURES OR ASSOC. COMPONENTS -REPAIR AND/OR REPLACE, AS NECESSARY -ACCUMULATION OF POLLUTANTS, INCLUDING OILS OR GREASE, IN CATCH -REMOVE POLLUTANTS FROM CATCH BASINS. REMOVE AND/OR REPAIR POLLUTANT BASIN SUMPS SOURCE PAVEMENT BIANNUAL/ANNUAL -ACCUMULATED SEDIMENT IN PAVED AREAS -REMOVE (SWEEP MIN 2 TIMES/YEAR) -ACCUMULATED DEBRIS AND LITTER -REMOVE EMBANKMENTS ANNUAL -DIFFERENTIAL SETTLEMENT OF EMBANKMENTS -STABILIZE AND RESTORE TO ORIGINAL SPECIFICATIONS -EMBANKMENT EROSION -STABILIZE AND RESTORE TO ORIGINAL SPECIFICATIONS -ANIMAL BURROWS -REMOVE -CRACKING, BULGING, OR SLIDING OF EMBANKMENT -STABILIZE AND RESTORE TO ORIGINAL SPECIFICATIONS LAWN AND ANNUAL -VEGETATION: 80% COVERAGE + LESS THAN 15% INVASIVE PLANT SPECIES -RESTORE TO ORIGINAL SPECIFICATIONS AS PER PLANTING PLAN LANDSCAPED AREAS -UNAUTHORIZED PLANTINGS -REMOVE -UNDESIRABLE VEGETATIVE GROWTH -MOW A MIN. OF 3 TIMES A YEAR. MAY INCREASE FOR AESTHETIC REASONS. -ACCUMULATED DEBRIS AND LITTER -REMOVE WINTER MAINTENANCE MONTHLY -ACCUMULATION OF SNOW AND ICE ON CATCH BASINS, INLET AND OUTLET -REMOVE STRUCTURES, AND END SECTIONS -STOCK PILED SNOW NEAR INLETS AND OUTLETS -REMOVE -REMAINING DEICING MATERIALS --REMOVE IN EARLY SPRING BY SWEEPING APPROVED Resolution Number _2--S - 07 Date (, 3v J 2w-A-5- O.W.T.S. FIELD TESTING INFORMATION PERCOLATION DEEP TEST HOLE DESCRIPTION RATE (MIN/IN) DT-1: 0"-6" TOPSOIL; 6" TO 56" RED LOAM; 56"-85" COARSE SANDY LOAM (NO GROUND WATER OR LEDGE ENCOUNTERED) PT-1 = 15 MIN/INCH DT-2: 0"-6" TOPSOIL; 6" TO 64"" MEDIUM SAND, 64' TO 74" COARSE SAND WITH SHALE, LEDGE 0 74" PT-2 = 15 MIN/INCH (NO GROUND WATER) PT-3 = 14 MIN/INCH (DESIGN RATE = 11-15 MIN/INCH) DT-3: 0"-6" TOPSOIL; 6" -36' MEDIUM SANDY LOAM WITH BROKEN SHALE (EXISTING DRAINAGE ENCOUNTERED, TEST STOPPED) DT-4: 0"-4" ASPHALT; 4" -36" MEDIUM BROWN LOAM, WATER AT 36" 0 1n 20 40 1 feet NO. REVISION DATE 1 REVISED PER PB SITE WALK 9/27/24 2 REVISED PER TOWN COMMENTS 10/31/24 3 REVISED PER TOWN COMMENTS 1/24/25 4 REVISED PER TOWN COMMENTS 2/10/25 LEGEND: <-. - ---- - PROPOSED 2' CONTOUR • LIMIT OF DISTURBANCE SILT FENCE FEMA FLOODPLAIN DT 3 - PT-3 1� DEEP AND PERCOLATION TESTS 401 EAST MAIN STREET, LLC 5 MADONNA DRIVE O LAGRANGEVILLE, NY 12540 SITE ADDRESS: 401 E MAIN STREET YORKTOWN, NY 10535 o LOT SIZE: 0.38 AC TAX MAP: 6.14-1-44 & 42 ZONING DISTRICT: CC DISTRICT HILDENBRAND ENGINEERING, PLLC 208 CREAMERY ROAD HOPEWELL JUNCTION, NY 12533 845.206.6994 Brian@HildenEng.com UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT © HILDENBRAND ENGINEERING, PLLC 401 E MAIN STREET TOWN OF YORKTOWN WESTCHESTER COUNTY, NEW YORK TITLE: GRADING, UTILITY & EROSION CONTROL PLAN 'al Scale: V. = 10, pF NEI Date: 06-27-2024 P 5 � Drawn B Y e L viz '1 Checked By: - a Project No.: °� 09231 �` Sheet No.: 3 of 4 FE�S10,4P\ Dwg. No.: SP-3 BERM 4.JO..5 4 FINISHED " GRADE 'ttir4:; 429.VAL 2" - 3" MULCH 5 ' PLANTING SOIL MEDIA 30% VOIDS (MIRAFI 140N OR APPROVED EQUAL) 1.5 - 211 CLEAN CRUSHED 4„ UNDERDRAIN STONE DRAINAGE LAYER NOTES: 12" DEPTH - 40% VOIDS 1. PLANTING SOIL MEDIA SHOULD CONSIST IF 50%-70% SAND (LESS THAN 5% CLAY CONTENT), 50%-30% TOPSOIL WITH AN AVERAGE OF 5% ORGANIC MATTER (COMPOST OR PEAT). 2. THE PLANTING SOIL MEDIA SOIL SHOULD BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS AND OTHER OBJECTS LARGER THAN 2 INCHES IN DIAMETER. THE SOIL SHOULD BE VISIBLY FREE OF NOXIOUS WEEDS. 3. THE SOIL SHOULD HAVE A pH RANGE OF 5.2 TO 7.0 AND AN ORGANIC CONTENT OF 1.5% 4.0% 4. THE MULCH LAYER SHOULD BE STANDARD LANDSCAPE STYLE, SINGLE OR DOUBLE, SHREDDED HARDWOOD MULCH OR CHIPS. THE MULCH LAYER SHOULD BE WELL AGED (STOCKPILED OR STORED FOR AT LEAST 12 MONTHS). THE MULCH LAYER SHOULD BE UNIFORM IN COLOR AND FREE OF WEED SEEDS, SOIL, ROOTS, GRASS CLIPPINGS, ETC. RAIN GARDEN DETAIL PIER (7)P.) 24" CAST IRON MANHOLE COVER AND FRAME AS MANUF. BY 'CAMPBELL' #1007C OR APPROVED EQUAL. BRING TO GRADE Wl BRICK AND J" THICK MIN. MORTAR INSIDE AND OUTSIDE CONE SEC710N --' PREFORMED NEOPRENE GASKET BETWEEN SEC77ONS RISER SEC77ONS TO SUIT MANHOLE STEPS SPACED 12" ON CENTER PIPE DIAMETER J VARIES SCALE: N.T.S. M PRIVACY FENCE DETAIL SCALE: N.T.S. 2'-0" 4' 0" GRADE PRECAST CONC. MANHOLE AS MANUF. BY PRECAST CONC. SALES CO. OF VALLEY COTTAGE, N. Y. OR APPROVED EQUAL NOTE.- MANHOLE TO BE DESIGNED FOR H-20 LOADING 6" MIN. 3/4" CRUSHED STONE DRAIN MANHOLE DETAIL SCALE: N.T.S. WOOD C STAKE BALE) STRAW (rypJ BINDING STAKE (TYP.) (m-,, M/DOLE & BOTTOM) 0 0 0 0 0 0 0 J O i �a 0 0 0 o 0 00 o- i o 0 2 x 2 x 4 STAKES DRIVEN INTO THE GROUND APPROX. EXISTING 18", SET 8' TO 10' APART, GRADE AND CANTED 10* INTO SLOPE. FILTER FABRIC 2ASRC LINING (2 PER BALE) STRAW BALE (T1'PJ f 9•-D",1 MIN. 10 MIL PLA.SRC PLAN LINING 717EA7E0 POST /N P LNA NOTES ER (7E' I PI1. TEMPORARY CONCRETE WASHOUT TYPE ABOVE GRADE WILL BE PIER � CONSTRUCTED AS SHOWN ABOVE, WITH RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT. 2. THE WASHOUT WILL BE MINIMUM OF 50 FT FROM STORM DRAIN INLETS. J. PLAS77C LINING WILL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. CONCRETE WASHOUT DETAIL SCALE: N.T.S. HEAVY DUTY CAST IRON FRAME & GRATE - MODEL 3192 AS MANUFACTURED BY CAMPBELL FOUNDRY (OR APPROVED EQUAL) 6" R.O.B. GRAVEL BASE 50'MIN. (30' FOR RESIDENTIAL SINGLE LOT) EXISTING CONSTRUCTION SPECIFICATIONS PAVEMENT z sf 1, STONE SIZE - USE 2' STONE, DR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE _f FILTER--/ ° MOUNTABLE BERM RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD CLOTH (OPTIONAL) APPLY). PROFILE 3, THICKNESS - NOT LESS THAN SIK (6) INCHES. 4, WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE 50'MIN. FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. (30' FOR RESIDENTIAL SINGLE LOT) TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH z 511 SLOPES WILL BE PERMITTED. N 112' EXISTING r 7, MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A MIN. PAVEMENT CDFDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SELIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED [INTO PUBLIC RIGHTS -OF -WAY MU<T BE REMOVED IMMEDIATELY. PLAN VIEW 8, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA o STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9, PEPIDDIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE SCALE: N.T.S. 1,-2" SQUARE OPENING GRADE BRING TO GRADE WITH BRICK AND MORTAR AS REQUIRED 1'-6" x 1'-6" DRAIN INLET AS 24" MIN. MANUFACTURED BY PRECAST SUMP CONCRETE SALES C0." OF VALLEY COTTAGE, N.Y. (OR APPROVED EQUAL) 4" TRENCH WIDTH VARIES- d+2' DRAIN INLET SCALE: N.T.S. SEE PLAN FOR FINISH SUITABLE BACKFILL, FREE n OF ORGANIC MATERIAL AND o of STONES GREATER THAN 4" N COMPACT IN 6" UFTS TO 95% MAXIMUM DRY DENSITY a DRAINAGE LINE SEE PLAN o FOR SIZE AND TYPE ' - m d� z R.GRAVEL- 0 B. t I w OR- CRUSHED STONE A. COMPACTED SUBBASES DRAINAGE TRENCH DETAIL SCALE: N.T.S. NOTE: AFTER FOLDING FABRIC EDGE, BACKFILL TRENCH WITH ORIGINAL SOIL AND BUTTRESS THE SPLAY WITH MULCH OR LEAF LITTER. TRENCH CUT 6"- 8" DEEP 6"- 8" WIDE SILT FENCE DETAIL SCALE: N.T.S. STABILIZE ENTIRE PILE WITH VEGETATION OR 2 COVER SLOPE OR LESS + + + + MIN. SLOPE/ OR SILTFENCE MIN. SLOPE INSTALLATION NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 3. UPON COMPLETION OF SOIL STOCKPIUNG, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABIUZED WITH VEGETATION OR COVERED. 4. SEE SPECIFICATIONS FOR INSTALLATION OF SILTFENCE. FINISH GRADE SOIL STOCKPILE DETAIL SCALE: N.T.S. ACCESS PORTS WITH 6" PVC PIPE RIOR AND POP-UP EMITTER OVERFLOW 7'-0' INSPECTION PORT ��Ilv�o�lln�o�llv�o�llo�lln�llo�e 8'-6- FINISHED SUITABLE BACKFLL FREE STONES >6% HARD LUMPS & ORGANIC MATERIAL 6" OF STONE OVER CHAMBER CULTEC 410 FILTER FABRIC OR APPROVED EQUAL 1 1/2" to 2" STONE o c PROVIDE A MINIMUM OF 3' BELOW THE 1�' VI I BOTTOM OF THE SYSTEM TO GROUNDWATER OR LEDGEROCK. SEE SOIL TESTING DATA, AND SYSTEM PROFILES FOR SPECIFIC LOCATION 6'-4" it INFORMATION SEC77ON CULTEC 330 CHAMBER DETAIL CULTEC RECHARGER 330 AS MANUFACTURED BY CULTEC, INC. BROOKFIELD, CT. 800-428-5832 (AN APPROVED EQUAL TO THE CULTECT 330 IS THE STORMTECH SC-740 CHAMBER) SCALE: N.T.S. 4"CONCRETE W/6"x 6"1110 x #10 W.W.M. AND CONTROL JOINTS EVERY 6'-0" 1" RADIUS SPRAY CURE EXPOSED FACE �S I 6" R.O..B. GRAVEL 2 - #4 REBAR CONT. CUT AT EXPANSION JOINTS (TTP.) 3000 PSI AIR-EN7RAINED W/EXPANSION JOINTS EVERY 12' - 0" 6^ " R.O.B. GRAVEL COMPACTED SUBBASE CONCRETE SIDEWALK AND CURB DETAIL SCALE: N.T.S. EROSION AND SEDIMENT CONTROL PLAN NO. REVISION DATE 1 REVISED PER PB SITE WALK 9/27/24 THIS SWPPP AND ACCOMPANYING PROJECT PLANS IDENTIFY BOTH TEMPORARY AND PERMANENT 2 REVISED PER TOWN COMMENTS 10/31/24 EROSION AND SEDIMENT CONTROL MEASURES, WHICH HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT 3 REVISED PER TOWN COMMENTS 1/24/25 CONTROL, LATEST REVISION. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE 4 REVISED PER TOWN COMMENTS 2/10/25 IMPLEMENTED DURING CONSTRUCTION TO MINIMIZE SOIL EROSION AND CONTROL SEDIMENT TRANSPORT OFF -SITE. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES WILL BE IMPLEMENTED AFTER CONSTRUCTION TO CONTROL THE QUALITY AND QUANTITY OF STORMWATER RUNOFF FROM THE DEVELOPED SITE. EROSION AND SEDIMENT CONTROL MEASURES TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED DURING , CONSTRUCTION GENERALLY INCLUDE THE FOLLOWING: 1.STABIUZED CONSTRUCTION ENTRANCE - PRIOR TO CONSTRUCTION, STABILIZED , CONSTRUCTION ENTRANCES SHALL BE INSTALLED TO REDUCE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE SITE AT THE STABILIZED CONSTRUCTION ENTRANCE. THE ENTRANCE SHALL BE MAINTAINED IN GOOD CONDITION, WHICH WILL CONTROL TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY OR STREETS. WHEN NECESSARY, THE PLACEMENT OF ADDITIONAL AGGREGATE ATOP THE FILTER FABRIC SHALL BE DONE TO ASSURE THE MINIMUM THICKNESS IS MAINTAINED. ALL SEDIMENTS AND SOILS SPILLED, DROPPED, OR WASHED ONTO THE PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SUBSTANTIAL RAINFALL EVENT. 2.DUST CONTROL - WATER TRUCKS SHALL BE USED, AS NEEDED, DURING CONSTRUCTION TO REDUCE DUST GENERATED ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE GENERAL CONTRACTOR TO A DEGREE THAT IS ACCEPTABLE TO THE OWNER/OPERATOR, AND LEGEND: IN COMPLIANCE WITH THE APPLICABLE LOCAL AND STATE DUST CONTROL REQUIREMENTS. 3.TEMPORARY SOIL STOCKPILE - MATERIALS, SUCH AS TOPSOIL, SHALL BE TEMPORARILY STOCKPILED (IF NECESSARY) ON THE SITE DURING THE CONSTRUCTION PROCESS. STOCKPILES SHALL BE LOCATED IN AN AREA AWAY FROM STORM DRAINAGE, WATER BODIES AND/OR COURSES, AND SHALL BE PROPERLY PROTECTED FROM EROSION BY A SURROUNDING SILT FENCE BARRIER OR HAY BALES WHEN LOCATED ON PAVED AREAS. 4.SILT FENCING - PRIOR TO THE INITIATION OF AND DURING CONSTRUCTION ACTIVITIES, SILT FENCING SHALL BE ESTABLISHED ALONG THE PERIMETER OF ALL AREAS TO BE DISTURBED AS A RESULT OF THE CONSTRUCTION WHICH LIE UP GRADIENT OF WATER COURSES OR ADJACENT PROPERTIES. THESE BARRIERS MAY EXTEND INTO NON -IMPACT AREAS TO ENSURE ADEQUATE PROTECTION OF ADJACENT LANDS. CLEARING AND GRUBBING SHALL BE PERFORMED ONLY AS NECESSARY FOR THE INSTALLATION OF THE SEDIMENT CONTROL BARRIER. TO ENSURE EFFECTIVENESS OF THE SILT FENCING, DAILY INSPECTIONS AND INSPECTIONS IMMEDIATELY AFTER SIGNIFICANT STORM EVENTS SHALL BE PERFORMED BY SITE PERSONNEL. MAINTENANCE OF THE FENCE SHALL BE PERFORMED AS NEEDED. 5.TEMPORARY SEEDING - WITHIN SEVEN DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY PARTICULAR AREA OF THE SITE, ALL DISTURBED AREAS WHERE THERE SHALL NOT BE CONSTRUCTION FOR LONGER THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND MULCHED TO MINIMIZE EROSION AND SEDIMENT LOSS. &TEMPORARY SEDIMENT BASIN - A TEMPORARY SEDIMENT BASIN SHALL BE CONSTRUCTED TO INTERCEPT SEDIMENT LADEN RUNOFF, REDUCE THE AMOUNT OF SEDIMENT LEAVING THE DISTURBED AREAS, AND PROTECT DRAINAGE WAYS, PROPERTIES, AND RIGHTS -OF -WAY. PROJECTS THAT HAVE PROPOSED STORMWATER PONDS CAN BE USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION. TEMPORARY SEDIMENT BASINS SHALL BE INSPECTED AT LEAST EVERY SEVEN CALENDAR DAYS. ALL DAMAGES CAUSED BY SOIL EROSION AND CONSTRUCTION EQUIPMENT SHALL BE REPAIRED UPON DISCOVERY. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASIN/TRAP WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHALL NOT EXCEED 50 PERCENT. SEDIMENT SHALL NOT BE PLACED DOWNSTREAM FROM THE EMBANKMENT, ADJACENT TO A STREAM, OR FLOODPLAIN. 7.DEWATERING - DEWATERING, IF REQUIRED, SHALL NOT BE DISCHARGED DIRECTLY INTO WETLANDS, WATER COURSES, WATER BODIES, AND STORM SEWER SYSTEMS. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO TEMPORARY SEDIMENT BASINS, PROVIDING SURGE PROTECTION AT THE APPROVED U� INLET AND OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO Resolution Number - MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. Date t. 30 (z o Z PERMANENT EROSION AND SEDIMENT CONTROL MEASURES TO B UTILIZEDAFTER CONSTRUCTION GENERALLY INCLUDE THE FOLLOWING, 1.ESTABUSHMENT OF PERMANENT VEGETATION - DISTURBED AREAS THAT ARE NOT COVERED BY IMPERVIOUS SURFACES SHALL BE SEEDED IN ACCORDANCE WITH THE ACCOMPANYING PLANS. THE TYPE OF SEED, MULCH, AND MAINTENANCE MEASURES SHALL BE FOLLOWED. ALL AREAS AT FINAL GRADE SHALL BE SEEDED AND MULCHED WITHIN SEVEN (7) DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. ALL SEEDED AREAS SHALL BE PROTECTED WITH MULCH AND/OR HAY. FINAL SITE STABIUZATION IS ACHIEVED WHEN ALL SOIL -DISTURBING ACTIVITIES AT THE SITE HAS BEEN COMPLETED AND A UNIFORM, PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 80 PERCENT HAS BEEN ESTABLISHED OR a` 401 EAST MAIN STREET, LLC EQUIVALENT STABILIZATION MEASURES (SUCH AS THE USE OF MULCHES OR GEOTEXTILES) 3 5 MADONNA DRIVE HAVE BEEN EMPLOYED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES. O LAGRANGEVILLE,NY 12540 2.FINAL SEEDING AND PLANTING - FINAL SEEDING AND PLANTING SHALL BE INSTALLED AS SHOWN ON THE ACCOMPANYING PLANS. FINAL SEEDING AND PLANTING WILL HELP MINIMIZE EROSION AND SEDIMENT LOSS. SITE ADDRESS: 401 E MAIN STREET YORKTOWN, NY 10535 3.ROCK OUTLET PROTECTION - ROCK OUTLET PROTECTION SHALL BE INSTALLED AT THE ,a LOCATIONS AS SHOWN ON THE ACCOMPANYING PLANS. THE INSTALLATION OF ROCK OUTLET LOT SIZE: 0.38AC PROTECTION WILL REDUCE THE DEPTH, VELOCITY, AND ENERGY OF WATER, SUCH THAT THE FLOW WALL NOT ERODE THE RECEIVING WATER COURSE OR WATER BODY. :: SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES, INSPECTION FREQUENCY, AND Ln TAX MAP: 6.14-1-44 & 42 REMEDIATION PROCEDURES ARE PROVIDED IN THE SUBSEQUENT SECTIONS AND ON THE ZONING DISTRICT: CC DISTRICT ACCOMPANYING PROJECT PLANS. POLLUTION PREVENTION CONTROLS GOOD HOUSEKEEPING PRACTICES ARE DESIGNED TO MAINTAIN A CLEAN AND ORDERLY WORK ENVIRONMENT. GOOD HOUSEKEEPING MEASURES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS BY THOSE PARTIES INVOLVED WITH THE DIRECT CARE AND DEVELOPMENT OF THE SITE. THE FOLLOWING MEASURES SHOULD BE IMPLEMENTED TO CONTROL g THE POSSIBLE EXPOSURE OF HARMFUL SUBSTANCES AND MATERIALS TO STORMWATER RUNOFF: 1. MATERIAL RESULTING FROM THE CLEARING AND GRUBBING OPERATION SHALL BE STOCKPILED AWAY FROM STORM DRAINAGE, WATER BODIES AND/OR WATERCOURSES AND SURROUNDED WITH ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES. SOIL STOCKPILE LOCATIONS SHALL BE EXPOSED NO LONGER THAN 14 DAYS BEFORE SEEDING. 2.EQUIPMENT MAINTENANCE AREAS SHALL BE PROTECTED FROM STORMWATER FLOWS AND /A SHALL BE SUPPLIED WITH APPROPRIATE WASTE RECEPTACLES FOR SPENT CHEMICALS, SOLVENTS, OILS, GREASES, GASOUNE, AND ANY POLLUTANTS THAT MIGHT CONTAMINATE THE SURROUNDING HABITAT AND/OR WATER SUPPLY. EQUIPMENT WASH -DOWN ZONES SHALL BE c LOCATED WITHIN AREAS DRAINING TO SEDIMENT CONTROL DEVICES. CC�, 3.THE USE OF DETERGENTS FOR LARGE-SCALE (I.E., VEHICLES, BUILDINGS, PAVEMENT G` SURFACES, ETC.) WASHING IS PROHIBITED. HILDENBRAND ENGINEERING, PLLC 2W CREAMERY ROAD HOPEWELL JUNCTION, NY 12533 4.MATERIAL STORAGE LOCATIONS AND FACIUTIES (I.E.. COVERED STORAGE AREAS, STORAGE 845.206,6994 SHEDS, ETC.) SHALL BE LOCATED ONSITE AND SHALL BE STORED ACCORDING TO THE Brian@HildenEng.com MANUFACTURER'S STANDARDS IN A DEDICATED STAGING AREA. CHEMICALS, PAINTS, UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING), SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS CONTAINERS. RUNOFF CONTAINING SUCH MATERIALS MUST BE COLLECTED, REMOVED FROM ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO THE SITE, TREATED AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL ALTER THIS DOCUMENT FACILITY. © HILDENBRAND ENGINEERING, PLLC 5.HAZARDOUS SPILLS SHALL BE IMMEDIATELY CONTAINED TO PREVENT POLLUTANTS FROM ENTERING THE SURROUNDING HABITAT AND/OR WATER SUPPLY. SPILL KITS SHALL BE PROVIDED ONSITE AND SHALL BE DISPLAYED IN A PROMINENT LOCATION FOR EASE OF ACCESS AND USE. SPILLS GREATER THAN FIVE (5) GALLONS SHALL BE REPORTED TO THE 401 E MAIN STREET NYSDEC RESPONSE UNIT AT 1-800-457-7362. IN ADDITION, A RECORD OF THE INCIDENT(S) AND/OR NOTIFICATIONS SHALL BE DOCUMENTED AND ATTACHED TO THE SWPPP. TOWN OF YORKTOWN 6.PORTABLE SANITARY WASTE FACIUTIES SHALL BE PROVIDED ONSITE FOR WORKERS AND WESTCHESTER COUNTY, NEW YORK SHALL BE PROPERLY MAINTAINED. TDUMPSTERS AND/OR DEBRIS CONTAINERS SHALL BE LOCATED ONSITE AND SHALL BE OF ADEQUATE SIZE TO MANAGE RESPECTIVE MATERIALS. REGULAR COLLECTION AND DISPOSAL TITLE: OF WASTES SHALL OCCUR AS REQUIRED. &TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FEET DETAILS FROM STORM DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES. EACH FACIUTY SHOULD BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE R A 0 TRACKING. A SIGN SHOULD BE INSTALLED ADJACENT TO EACH Seal WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER Scale: 1" = 10 FACIUTIES. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHALL BE REMOVED AND DISPOSED OF. OF NE' Date: 06-27-2024 t MATERIALS USED TO CONSTRUCT THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE � i H VQ Q W REMOVED AND DISPOSED OF. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE co `� ( y�� Drawn By: CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACIUTIES SHALL BE ^+�- FT' BACKFILLED AND/OR REPAIRED, SEEDED, AND MULCHED FOR FINAL STABILIZATION. * ='• a n Checked By: 9.NON-STORM WATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED r n Project No.: ?� ` FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC � 0. 4 of 4 WATER SUPPLY OR PRIVATE WELL APPROVED BY THE HEALTH DEPARTMENT. WATER USED ° Sheet No.: 092A FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST Dwg. No.: NOT DISCHARGE FROM THE SITE. IT CAN BE RETAINED IN THE PONDS UNTIL IT INFILTRATES �FESSIO 1 D_9 AND EVAPORATES.