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Site Plans c LIMIT OF DISTURBANCE:75,000 SFf 1.7 ACRES.+ PROP.FIRE TRUCK M TURN AROUND s V PER NYS FIRE CODE � gg sus �� �� �, � i���' ,� ,,�� ` ��'''-.- t� �.• �� � . WELL LOCATION , i 11 V `. ® .. ': TP-14 i C <r i+ f \ a EXISTING VALVE PIT A c F "3 I SITE LOCATION LOCATION MAP B EXISTING TOWN OF QUEENSBURY 12"D.I.P. WATER MAIN TO MOREAU i l ROCK OVERFLOW, _ � ; Observed ti�9h Water EL.292.8' Elev = 284'± PROP. 3 y. O uiw � ZONING REQUIREMENTS Wetlands Not Delineated j I ZONE- WR(WATERFRONT RESIDENTIAL) 2G.281 Acres �, 2� _ ` E-2-ACRES MINIMUM LOT SIZ SHORELINE SETBACK-50' 1 l j BURMED STORMWATER INFILTRATION AREA, FRONT SETBACK-30' I ` w BOTTOM AREA=4,500 SF, VOLUME=3,000 CF SIDE SETBACKS-25' REAR SETBACK-100' I I z a MINIMUM LOT WIDTH-150' MINIMUM ROAD FRONTAGE-150' MINIMUM WATER FRONTAGE-150' \ ♦ I, �R/ n MINIMUM PERCENT PERMEABLE-75% ♦ �• Ct C i MAXIMUM BUILDING HEIGHT-28' ♦ ' , 570' PROP. FIRE TRUCK 0 MAXIMUM FLOOR AREA RATIO-0.22 R` ♦ {' TURN AROUND 3 ��' �= ♦ I PER NYS FIRE CODE ?O DETAILED SITE PLAN ♦ j SITE DEVELOPMENT DATA 29k I. �� SCALE. 1 -50 1 O TP�4 � ISO o � GRAPHIC SCALE \ 14 _.. -..... ---- e} P O TOTAL PROJECT ACREAGE EXISTING IMPERVIOUS PROPOSED TOTAL 1 78. 6 Acres 1lN O 25 0 12.5215 50 100 78.6 ACRES= 3,423,816 SF AREAS IMPERVIOUS AREAS Water Line Ea5emert to Town of 1 I' ti FEET ) HOUSE ---- 5,000 SF IN Queensbury ♦� 1 2 2 5 / 1 G9 I �c CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. DRIVEWAY(INCLUDES FIRE TRUCK ---- 6,190 SF 1 247 / 2G8 . upland. Area Q TURNAROUND) V 1, 33 00 SF,4 33,400 SF IXISTING CRUSHED STONE ACCESS t Wetland��0 t5sde Of P �j m ♦ }fir©sect 33,400 SF 44,590 SF Upland Area j 293- TOTAL IMPERVIOUS 13 193,P,cre� ' `1, PERCENT IMPERVIOUS 1.0% 1.3% 0• PROP. TURNOUT _ PERMEABILITY 99% 98.7% 65 zsz ti SITE SOILS DATA 513012018 -; TEST PITS TP-l5 M . ' TEST PIT COMPLETED BY TOM HUTCHINS, P.E. TP-14: LOT 14 v �U GUARDRAIL,SIGNAGE,ANDREFLECTNEDEVICESTOBE " SITE DEVELOPMENT DATA - DISTURBANCE AREA - 1323'+ INSTALLED AT CANAL CROSSING IN ACCORDANCE WITH Canal •• 1 EASEMENT AGREEMENT WITH TOWN OF QUEENSBURY 7-16" YELLOW OLBROWN SILTY VERY FINE SAND TOTAL DISTURBANCE AREA EXISTING IMPERVIOUS PROPOSED TOTAL Sp �J�r 16-36" LIGHT BROWN SILTY FINE SAND IJf ACRES= 75,000E SF AREAS IMPERVIOUS AREAS 36 CAUSEWAY LIGHT BROWN COARSE SAND 25 _ DRY ENTIRE DEPTH HOUSE -- 5,000 SF NO GROUNDWATER EVIDENCE TO 64" DRIVEWAY(INCLUDES FIRE TRUCK TURN 6,190 SF -. ---- � Legend., 1,020' AROUND) +i;. ! � - EXISTING CRUSHED STONE ACCESS 3,430 SF 3,430 SF Wetlands Not Delineated \ r DUSTING METERING PIT " TOTAL IMPERVIOUS 3,430 SF i4,620 SF DEC and AC OE 0 0 Wetlands rn , � ' ,p PERCENT IMPERVIOUS 4.6/0 19.5/o N PERMEABILITY 95.4% 80.5% ACOE Wetlands Only \, )\ �\ Wetlands Flags Located 1 669 9 May & June 2018 / s4 24°0 1 2 .4 V- \ 7 6 � �� EXISTING GATE TO REMAIN Lands N/F of r Town of Queensbury Lands N/F of Rec Dept TAX MAP # 316.14-1-6 B� \ DeSantis Enterprises Inc • Aspholt s R o't°f`Wa1 1 \ Dig ®Safely. 5oa ,ode Public New York E Call_You 0- <� M Wait The Required Time 7 \ ■Coss£sm Utility Response Lands N/F of �° MAP REFERENCE: ! Respect The Marks ■Dig Nlth Care Kevin MatusZak ? i. BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE FOR 800-962■7962 0 ISSUED FOR REVIEW 2/16/2021 'n CLEAR BROOK, LLC - HUDSON RIVER LANDING SUBDIVISION," IN wwwAigsafe"wyork.00m SITE PLAN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. No. Revisions Date DATED MACH 12, 2018. LAST REVISED JULY 31, 2019. SCALE.- 1"=150' PREPARED BY VAN DUSEN & SIEVES LAND SURVEYORS. SITE PLAN 2. WATERLINE EASEMENT REFERENCE. "WATERLINE EASEMENT - GRAPHIC SCALE 2021 BETWEEN CLEAR BROOK, LLC AND TOWN OF QUEENSBURYY, prepared for. 75 0 37.5 75 150 300 WASTEWATER SYSTEM SETBACK REQUIREMENTS Hudson River Landing Subdivision Lot 14 ( IN FEET ) Big Boom Road STREAM, LAKE, Town of Queensbury, County of Warren, State of New York CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND Drawn: JRS Checked: GIN scale: NOTED Date: 2/8/2021 SEPTIC TANK 10' 10' 50' 50' 169 Haviland Road ABSORPTION FIELD 10' 20' 1 100' 100' ALTERATION Of THIS DOCUMENT EXCEPT Queensbury, NY 12804 291259N-0 -S BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax INSTALL EROSION CONTROL BLANKETS IN SWALE & CUT SLOPES, NORTH AMERICAN GREEN S75f3N OR EQUAL 50' MIN OR AS NEEDED '.% 40 FOR INDIVIDUAL SITE CONDITIONS SUGGESTED: POLYETHYLENE SUGGESTED: INSTALL POLYLOK ESTABLISH TURF ON EXTENSION TO GRADE WITH PL122 FILTER SUCH THAT IT IS CUT SLOPES & i K1p7E 12' TOTAL WIDTH o TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH SWALE SIDES & BOTTOM EXISTING GROUND COVER (NON-TRAFFIC AREAS) TANK ACCESS COVER 5 MIN. 5 MIN. .:::......::•.::::::::::::::: S00H SIDE 2-37. CROSS SLOPE Z...................................... .......................................... j j OF DRIVE — v ,a: .. , ., .................................:........................... k- 2 —III—.__ WW — _.—I —I I II I I—I I I I I—I I I—I_ iI I— — — I ( (— — — 12 MIN. COVER — :•::•::•i:•::•:N::•i�:4:•:::�:;??:i:i::::•c}:ri?:•i:•r:•:•:•?:•:•i?:i:•:!•::•:�r?::•i:•::•i�::i•:•::•:•:•:i:•ii}:•i:•?•':•:?•::•:: �—— :.: ::::.:�:::::::::::::::::::::::::. :::.: ::.: ::::::.:::::::::. ::::::.:::::::::::.: ::::::. — I— I I ( — — = I I—I I �11 I—III=I i i I III _ II III !—1 I—I I I_I i {—I ! I I III III I III_Iil _ ::::::•:;•::•:::•::::•:::::::•:::::::::::::::::::::: 1 4—III—I — I I—III—I ! I I 1 1 ( ( � I E e—I I ( III—I I I R FO—III— I I—III I III OT— _III I I ( I a III / N. 12" MIN. COVER — — SLOP i E —I 11-= —III— I I 11 III—I 1 1—! I—III I — I 11 .—II . a a — I—III I I—III ( I ° i "II—III —III—III II I B PE R FOO T 4 MIN.TOPSOIL I MIN. SLOPE D STRIBUTiON 80X I of —i I I—I I— IIII I_I I l I I I=1 I I—I ! I 3" il_III—III I_I I I_I i I_I I I III I !_III—III — — — 4" HOUSE SEWER 6" MIN COURSE OF LIQUID LEVEL 1' DEEP, 1' WIDE GEOTEX77LE STABILIZATION COMPACTED GRAVEL/STONE DRIVEWAY - 10" TOTAL DEPTH 2" STONE 4" EFFLUENT SEWER VEGETATED SWALE FABRIC NYSDOT 207.14 SUBGRADE SURFACE OF NYS DOT SECT. 304. TYPE 2 " WATERTIGHT SLEEVE � 4 ° (TYPICAL) THRACE LINQOR EQUAL OR 4 PROCTOR COMPACTED TO 959 STD. STABILIZED CONSTRUCTION ENTRANCE DETAIL & SEAL (TIP.) BAFFLE DRIVEWAY SECTION 16" 1s" ° NTS MIN. USE SPEED LEVELERS TO ASSURE 2"MIN. ALL OUTLETS ARE AT EXACTLY NTS STANDARD SPECIFICATIONS FOR STABILIZED CONSTRUCTION ENTRANCE THE SAME ELEVATION 2" MIN. DROP BETWEEN INVERTS DEFINITION 4" PVC SDR-35 SOLID HEADER TO A STABILIZED PAD OF AGGREGATE UNDERLAIN WITH GE07EXTILE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO AND FROM ABSORPTION FIELD, 1/8" PER A PUBLIC STREET OR ROAD. LIQUID DEPTH FOOT MIN SLOPE ", ' .. OUTLET FROM DET. AREA PURPOSE 30" MIN. ,:.:. . :... ..,... ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC 60MAX M . 8" MIN. 6-8" RIP RAP EXTEND TO REDUCE OR AC 1 RIGHTS OF WAY. LEVEL APPLICATION • :6'`'". "' -,`: ".'.' ,:.:'' , 1. 11.11� 1. - AGGREGATE SIZE: USED A MATRIX OF 1-4 INCH STONE o 0O"• :. "' - THICKNESS: NOT LESS THAN 6 INCHES ::•:` ;,:`. STONE.ARROAF , :: GEDTEXTILE FABRIC TENCA7E . : . :•.; _ '• • Q °o MIRAFl 140 EQUIVALENT NOT LESS THAN FULL WIDTH OF POINTS WHERE INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM IF THERE IS ONLY ONE ACCESS MAXIMUM 4X WIDTH WIDTH 12 FOOT MINIMUM, MINIMUM 2X WIDTH ° .. o •' .. .., .... ..•. .:'....... • • POINT TO THE SITE BURY END 4" INTO SOIL - LENGTH: NOT LESS THAN 50 FEET '. • 4" MIN #2 STONE - GEOTEXPLE TO BE PLACED OVER THE ENTIRE AREA TO BE COVERED WITH AGGREGATE. FILTER CLOTH NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. GEO7FX71LE FABRIC 1ENCA7E MAINTENANCE ° ° ° ° ° o ' " ° .o ° MIRAFI 14ON OR EQUIVALENT THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. THIS MAY 1,250 GAL. PRECAST CONCRETE SEPTIC TANK REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED OR WASHED ONTO PUBLIC R.O.W.s MUST BE REMOVED IMMEDIATELY. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R.O.W.s. WHEN WASHING IS REQUIRED, SEPTIC TANK DETAIL INFILTRATION AREA OUTLET DETAIL IT SHALL BE DONE ON AN AREA STABILIZED WITH AGGREGATE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALL SEDIMENT SHALL BE NTS NTS PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. CONSTRUCTION SPECIFICATIONS -- 0 ID ac o 00 0 o GRAVEL SURFACE; 1. STONE SIZE - USE 1-4" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 0 0 cD o O o 0 o O o 0 00 0 o NYSDOT SECTION 304 2. LENGTH - NOT LESS THAN 50-FEET. 10" MIN oo 0 O 0 � o o TYPE 2 COMPACTED TO 3. THICKNESS - NOT LESS THAN 6-INCHES. c: 00 9590 STD. PROCTOR 4 MIN TOPSOIL OVER THE �C O CD 4. WIDTH - 12-FOOT MINIMUM, 24-FOOT MINIMUM IF SINGLE ENTRANCE TO SITE ENTIRE ABSORPTION FIELD, 5. GE07EXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE SEED & ESTABLISH TURF OVERFILL TO ALLOW FOR BACKFILL FREE OF SETTLEMENT .... . 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 1V 5H SLOPES WILL BE PERMITTED. STONES OVER 3" SUBGRADE COMPACTED TO 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC 90q STANDARD PROCTOR RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. GRAVEL PARKING/ DRIVE AREA DETAIL & WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING G INSTALL EROSION CONTROL NTS DEVICE. AR 16 BLANKETS IN SWALE & FI MIRAFJA14ON " 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. , .., / CUT SLOPES, NORTH AMERICAN OR EQUAL 2 TRENCH WIDTH 6-12 `_"" GREEN S75BN OR EQUAL —GRAVEL SURFACE; �;;, NYSDOT SECTION 304 TYPE 2 o 0 oO. O OR 4 COMPACTED TO 9590 STD. *�� 00. o 0 0 " ':a , / / ' GRAVEL DRVVE o Q PROCTOR :�-S / 2" MIN. °off 8»� O. O O.O . O O O.O O O. 10'-0" +fr 36" FENCE POST DRIVEN STANDARD SPECIFICATIONS FOR SILT FENCE ESTABLISH TURF °; ,,1 (/ ` Ifi °� 000 o O O O O o' O.C. MAX. MINIMUM 16 INTO GROUND o ON CUT SLOPES "�11. �... 12 MIN. � o O O DEFINITION & SWALE SIDES �f`` s2. D o . 0. `4.:Y: 1 MIN. _ 6" opp ADO �0��o� A TEMPORARY BARRIER OF GDTEXTILE FABRIC INSTALLED ON THE CONTOUR WOVEN WIRE FENCE & BOTTOM rti I a. I, �� DEPTH ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL 4r' ��� (MIN. 14" GA. W/MAX ;. Y. 0 —NATIVE ORGANICS DRAINAGE AREAS OF DISTURBED SOILS. 4" MIN.TOPSOIL "- 6" MESH SPACING) : a °a'-"-c :_�� "� PERFORAIED PVC -•S a is r.•. 4 & TOPSOIL TO BE REMOVED PURPOSE 3/4" T 1-i/2 NATIVE SOILS ­111 WASHED CRUSHED LATERAL, SLOPE i/16" - INSTALL BANK RUN GRAVEL TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED _1 BOTTOMS, 1. STONE 1/32 PER FT. SUBGRADE COMPACTED TO 907. AS NEEDED TO ESTABLISH SUBGRADES SEDIMENT LOAD. WIDTH STANDARD PROCTOR APPLICATION GRAVEL DRIVE DETAIL - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO 7HE FENCE VEGETATED SWALE DETAIL ABSORPTION TRENCH SECTION PLACED ON A SLOPE: NTS 1:2 SLOPE (507) 25-FT NTS L 1:3 SLOPE (33%) 50-FT NOTE. SEE SITE PLAN CONSTRUCT BERM 8" MIN. 1:4 SLOPE (257) 75-FT AS NEEDED 1:5 SLOPE OR LESS 100-FT FOR AREA AND GEOMETRY ROCK OUTLET - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE " WIDTH PER PLAN WEIR, LOCA71ON & �� SILT STOP EMBED - PER 100-FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. WASTEWATER SYSTEM 2-3 MULCH- EL. PER PLAN IN GROUND 8" MIN. NATIVE PLANTINGS, APPROXIMATE F�6 - CONCEN7RA7ED WATER FLOW EROSION VWLL OCCUR AS ESHA ET EROSION. BE DIRECTED TO FENCE. COMPONENT SCHEDULE SEED I AND PESTABLISH TURIL OVER FENTIRE ABSORPTION FIELD; SEE S H�DULE f EXISTING GRADE PERSPECTIVE SOIL BACKFILL DESIGN CRITERIA FILTER FABRIC MIRAFI SITE PLAN ^ - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS 14ON OR EQUIVALENT 6" DEPTH j / = . I . I �,, 36" FENCE POST POSSIBLE, WITH A MINIMUM OF 10-FEET FROM 7HE TOE OF A SLOPE THE SYMBOL COMPONENT SIZING&MATERIAL _ III=III—I —�— _ _ AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. _ z SILT STOP EMBED —III- =1 I I=1 I I III= I — I i— " IN GROUND 8" MIN. - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE A HOUSE SEWER PIPE 4'SDR-35ORSCH-40PVC 12" MAX III—III—III=III=I _ 12-18 MIN. ORGANIC TOPSOIL - REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. �� I=III=�__ N COMPACTED SOIL - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL i — — 1250 GAL PRECAST CONCRETE 6" MIN. FLOW UNDISTURBED GROUND BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT B SEPTIC TANK -4-BEDROOM SIZING —'� BYPASS A T THESE CONNECTIONS. I -4,�- \ \ 2" MIN. � vC. ( - ° SLOPE O� 00 O /i�///�// FABRIC MATERIAL CRI TER1A C EFFLUENT SEWER PIPE 4"SDR-35 OR SCH-40 PVC , ��� U O� RAIN GARDEN DETAIL "z ` ` GRAB TENSILE STRENGTH 90 Les ASTM D1682 ELONGATION AT FAILURE 509 ASTM D1682 SECTION D DISTRIBUTION BOX (6)HOLE PRECAST CONCRETE n ' ' _ CONSTRUCTION SPECIFICATIONS 6" I 0OoDo O o°� RAIN GARDEN MAINTENANCE PLANTING NOTES o00 4 PERFORATED PVC LATERAL, SLOPE • WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH E ABSORPTION FIELD (4)PIPE-IN-STONE TRENCHES @ I F3 J�0(o u 1/16" - 1/32" PER FT. RAIN GARDENS SHOULD BE TREATED AS A COMPONENT OF THE 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM SEDIMENT CONTROL FENCE DETAIL WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" 50'EACH-4-BEDROOM SIZING END CAP LANDSCAPING, ROUTINE MAINTENANCE INCLUDES 7HE SKINNING AND FILLING AROUND BASE. NTS TYPE OR HARDWOOD. 3/4" TO 1 1/2" REPLACEMENT OF PLANTS, MULCHING AND WEEDING TO MAINTAIN 2. THE CONTRACTOR SHALL INSTALL 4 TOPSOIL IN LAWN FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH 100%ABSORPTION _ CRUSHED STONE APPEARANCE. WEEDING IS IMPORTANT SO THAT WEEDS DO NOT AREAS. SLOPE LENGTH/FENCE LENGTH(FT.) TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE F FIELD RESERVE AREA ABSORPTION TRENCH PROFILE PREVENT NA77VE PLANTS FROM ESTABLISHING THEIR ROOT 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH WOVEN iMRE, 6" MAX. MESH OPENING. NTS SYSTEMS. LOFTS TRIPLEX GENERAL MIX, OR APPROVED MIX AND SLOPE STANDARD REINFORCED SUPER WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY MULCHED WITH STRAW OR HYDROSEEDED. <2% 30011500 N/A N/A SHALL BE OVER-LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH IF STORMWATER RECHARGE ABILITY IS LOST BY SEDIMENT SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T14ON OR ACCUMULAT70N OR WATER PONDS FOR MORE THAN 48 HOURS, 4. MULCH FOR TREES AND SHRUBS SHALL BE COARSE 2-10% 12511000 25012000 30012500 APPROVED EQUIVALENT. REMOVE ACCUMULATED SEDIMENT AND CLOGGED BARK MULCH SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR AND PLANTING SOILS AND REPLACE. OTHER UNACCEPTABLE MATERIAL. 10-20% 100/750 150/1000 20011000 PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 20-33% 60/500 80/750 100/1000 • Dig or Safely MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 33-50% 40/250 70/350 1001500 REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. RAIN GARDEN PLANT LIST >50% 20/125 30/175 50/250 111 Call New re York SYM BOTANICAL NAME COMMON NAME SIZEYou Dig REMARKS ®Wait The Required Time ®Confirm Utility Response SHRUBS Respect The Marks Dig WRh Care !V ILEX VERTICILLATA WIN TERBERRY HOLLY 24 - 30 in e & 8 800.962.7962 0 ISSUED FOR REVIEW 211512021 4" MIN. TOPSOIL � 6' TYP. TRENCH SPACING NA77VE SOILS www.digs.feiynewyork.com MG MYRICA GALE SWEET GALE 18 - 24 in B & B N o. Revisions D a t e PERENNIALS /\/\/\/\/\/\/\/\/\/\/\/�/\/ /\/\/\/\/\/\/\/\/\/\/ /\/\/\%\/\/\/\/\,\/\/\/\/ /\/\/\/\/\/\/\/\/\/\/ /\/\%�/\/\I'll/\/\/\/\/\/\/\/\/\/\/\% ...••: :., :..Y:.:. x :.. -. 8F IRIS VERSICOLOR BLUE FLAG IRIS 1 GAL i CONTAINER GROWN * ;. N N n ' DETAIL SHEET �.. ll PA POLYSTICHUM ACROS77CHOIDES CHRISTMAS FERN 1 GAL Q 0"" 0 IL ,Q prepared for. MD MONDARDA DlDYMA BEEBALM ROOTED CUTTINGS PLANT 8" ON CENTER " " LC LOBELIA CARD/IJALIS CARDINAL FLOWER 1 GAL CONTAINER GROWN 241:1 HUCI�SOl1 River Landing SUbC�1VlSlOCI Lot �4 Big Boom Road TE TRILLIUM ERECTUM TRILLIUM 1 GAL CONTAINER GROWN1. I'll9 Town of Queensbury, County of Warren, State of New York SF ONOCLEA SENS BILlS SENSITIVE FERN - AS ASTILBE JAPONICA 'RED SENTINEL" RED SENTINEL ASTILBE II Drawn: JRS Checked: G7H Scale: NOT Dote: 2/8/2021 PLANTINGS NOTE: PROPOSED 24" WIDE ABSORPTION TRENCH, (4) REQUIRED AT 50' LONG EACH 169 Havilond Road PLANTS SHOWN ARE MINIMUM SUGGESTIONS, OTHER PLANTINGS ON THE SITE ARE TO BE CHOSEN BY THE OWNER (SEE ABSORPTION TRENCH SECT70N AND PROFILE FOR DETAILS) ABSORPTION FIELD SECTION ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 291259N-01 -S2 BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone NTS IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax