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Final Plans GENERAL NOTES: G-1) SURVEY& MAP INFORMATION PROVIDED BY MATT VANDOREN. ISSUE DATE AND DATE LAST REVISED ARE UNKNOWN. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962)AND RECORD FILE#. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. 410 " 0 a > >- „o s 2IFy : _ s P CC ? f ow V a , a < r as >` >a x .r xt� a ,r .,, <� o .. .. i 9 x LANDS OF ELISA & GLENN SCHNEIDERfMt � •�" ,. wa a Y a z" �a a� c q. w x ..:,: F. .vu+aa'5 , s a` a 5g 2 JS OLD WEST MTN RD. ' i r a 21 EXISTING CONDITIONS - WHOLE SITE SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET) CUN *� N lbow4SUED FOR "� "O'k "lhlrSTRUCTIU� 03/02/21 2 ADDRESSED TOWN ENGINEER COMMENTS -I U R CONSTRUCTION' NO CHANGES THIS SHEET 01/29/21 1 ADDRESSED T WN ENGINEER COMMENT! MSSUED FORCONSTRUCTION' NO CHANGES THIS SHEET 12/07/2020 q SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW DATE REV # ISSUED / REVISIONS "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE., tiOF NE' - EXISTING CONDITIONS - WHOLE SITEI EX1 s ,, RESIDENTIAL DEVELOPMENT ELISA & GLENN SCHNEIDER zi 19 OLD WEST MOUNTAIN ROAD �' ►' QUEENSBURY, NEW YORK JARRETT Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2020 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALLBE CONSIDERED TRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 2 OF 10 AND VALID ALTERATION of THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. gASESHEET:22 x 34 PLOTTED/REVISED:03/02/21 10:30 AM Feb. 19, 2020 SUBSURFACE INVESTIGATION witnessed/performed byJARRETT Engineers, PLLC TEST PITS TP NUMBER DEPTH SOIL DESCRIPTION f TP200219-01 0-1" Leaf litter/duff _,,�.�1�► • 1" Bottom of excavation (presumed bedrock). No evidence of mottling. TP200219-02 0-1" Roots/sticks/trace duff/organic top soil Bottom of excavation (presumed s„3' bedrock- west end of pit). No evidence 1-2 p ) �w of mottl i ng ........"'. \ a x' , � TP200219 03 ea Ito / a r brown u 0 1" L f I't r d k b duff o -15" Light brown silty very fine to fine sand o ;#, ,�, .•�-�^' '"`' g: Red brown mottl i ng wa ter at 15" t s" cc ,..... ,,... Water seeping:r W t at 15" Q :ML1•;2. ' ' ° 3 $ • 15-26" Same as above, except slightly coarser ... m a Bottom o excavation.. ., .Y _ :.• ..,.:.,� _ �a; � � .� s�-� (presumed bedrock). 01 •• •.,, r x 2 6 a es u m i to ndI n water a�� '� a•.,, .., r t25" after60min t : ,s u es � :' r 1 P#2002 05 r x TP200219-04 0-1" Leaf litter/duff 1Is11 -8 Da rk s i I I oa m w root tra ces Q� tY / �0 8-26" Red/brown silty loam (light to moderatly compacted) • ,., 1�010- 2611 Bottom of excavation (suspected bedrock). No evidence of mottling. g �_ .: Standin water at 18" after 4 TP#200219 03 g 5 mi nutes S TP200219-05 0-1 Leaf lit / uff m to �u n a v 'TP#200219-04 3 R 1-11 Dark/black sandy loam (saturated) �+ ,d. f• 7 3> :; s / 11" Bottom of excavation (suspected bedrock). No evidence of mottling. TP#200219-06 ,., <, ,r ;,tag n,,.. Surface runoff/s nowmelt throughout the column ♦♦♦� TP200219-06 0-1" Leaf fitter/duff A TP#200219-01 Light tomedium brown very finetofine sand w/ trace course sand, ' 1-40 a small gravel & a few la rge cobbles. 11 32%±SLOPE 27%±SLOPE - x r Water seeping in at 36 a ? z Bottom of excavation resumed bedrock- slopes down from west to 4011 "TP#200219-02 east). No evidence of mottl i ng x g aa, 3 a x. Fv x a:. " s fir ,., : IF 3 EXISTING CONDITIONS - BUILDING AREA T U 0"1 'ON N SCALE: SEE GRAPHIC SCALE ISSUED FOR CONS"'RUC* GRAPHIC SCALE 03/02/21 2 ADDRESSED TOWN ENGINEER COMMENTSIRE-ISSUED FOR NSTRU TI N' 20 0 10 20 40 80 NO CHANGES THIS SHEET 01/29/21 Q ADDRESSEDTOWN ENGINEER COMMENTS & 'I UED FOR N TRU TION' NO CHANGES THIS SHEET (IN FEET) 12/07/2020 A SUBMITTED TOTOWN OF QUEENSBURY FOR SITE PLAN REVIEW DATE REV # ISSUED / REVISIONS 'DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." HAWING- of NE EXISTING CONDITIONS - BUILDING AREA EX1 . 1 S - .g RESIDENTIAL DEVELOPMENT ELISA & GLENN SCHNEIDER 19 OLD WEST MOUNTAIN ROAD QUEENSBURY, NEW YORK JARRETT ,Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering I P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2020 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 3 OF 10 AND VAUD ALTERATION OF THIS DOCUMENTUNLAWFUL WFUL BASESHEET: 22 x 34 PLOTTED/REVISED:03/02/21 10:30 AM BY A LICENSED ENGINEER IS UNLAWFUL. Parcel Information Owner: Elisa & Glenn Schneider i rs , .. Tax Map i.D.: 288 1-73 _' �• Zonin Designation: RR-5A(Rural Residential - 5 Ac Min. Lot Size) ; Lot Area: 6,71 Ac 292,088 S#) s Site Development Data n fr Proposed Addition sq. C.. .._ Area /Type Existing Sq.ft. Total sq.ft. ft. ..'' ,.....w-- ,. I=vo M 1220 1220 A Building o a o ,,,,,,,.,,.,,. D. Paved Driveway 0 3771 3771 0 e' 0 0 ✓"" 0 165 165 E. Porches F. Walls/Stairs a �p - - 5156 5156 x Permeable (Sq. 1=L� [.Add A F] 0 Total Non.. To G :- H. Parcel Area [43,560 sgft/acre] 292088 292088 292088 Percentage of impermeable Area of Site I 0.0% 1.8% 1.896 [i=G/H] Setback Requirements , ` ;.. Area Required Existing, Proposed Front (Old West Mountain Rd.) 100' N/A 103 F ' f Side Yard 1 (North) 75' N/A 78' ' P Side Yard [21 (South) 75` N/A 78` $S ism s R 1 N/A1266 Rear ` EA g n SB s Height (max] 4CY N/A <4tY 918.2.�S a = 4a SB 756 10t3.C3�6 / s Pern�eability (min) SBIle 100' BLDG. SETBACK �-- PROPOSED &n .. 9„ RESIDENCE < PROPOSED 1266' `� DRIVEWAY (FROM WEST ' � PROPOSED PROPERTY LINE P G1 'LAWN RECREATION 75' BLDG. SETBACK AREA as SS 103' Q� SS QQ S1s s w* Y 3 e s y , ZY PROPOSED as TURNAROUND e AREA 78' H r o a ' f � � ..:tea � ` �' �� .,:• .. AC'` f s Y . 4 SITE PLAN SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 20 0 10 20 4.0 80 (IN FEET) PROPOSED LAWN/ EXISTING 0 N RECREATION AREA GRADE ISSUED FOR CON RUC' l LOFT ADDRESSED TOWN ENGINEER COMMENT & 'RE-IS UED FOR CONSTRUCTION' - -ROCK CUT MAIN 03/02/21 2 NO CHANGES THIS SHEET PROPOSED/ ADDRESS ED TOWN ENGINEER COMMENTS & 'I UED FORCONSTRUCTION' RESIDENCE FINISHED GRADE STEPS/LANDING _ 01/29/21 0 NO CHANGES THIS SHEET TO DINING GARAGE 12/07/2020 q SUBMITTED T TOWN OF UEENSBURY FOR SITE PLAN REVIEW ROOM SLIDER _ _ OLD WEST w� A MTN• RD. DATE REV # ISSUED / REVISIONS PROPOSED DRIVEWAY "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC,ONLY DOCUMENTS LABELED AS"ISSUED FOR CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL}[OLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE, .�.. /�GRADE SITE PLAN C1 �{�{3F h}� �� , � RESIDENTIAL DEVELOPMENT ELISA & GLENN SCHNEIDER c U 19 OLD WEST MOUNTAIN ROAD QUEENSBURY, NEW YORK A SECTION THROUGH PROPOSED HOUSE & DRIVEWAY ' JARRETT Engineers, PLLC SCALE: SEE GRAPHIC SCALE F �1�� (i 1 GRAPHIC SCALE H. THOMAS JARRETT Civil & Environmental Engineering 20 0 10 20 40 80 P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2020 PHONE: (518) 792-2907 ( I N FEET) ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 4 OF 10 AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BASESHEET: 22 x 34 PLOTTED/REVISED:03/02/21 10:30 AM BY A LICENSED ENGINEER IS UNLAWFUL s` g -1S IQ , ° .rs X ' lQ LANDSCAPED INFILTRATION BASIN: a<. a % f° •- T VOLUME: 205 CF rc a D2 (TO ELEVATION) AL BASIN 5 SURFACE WATER F QO D2 1S IQ ALL TREES>6" DBH TO BE 4 µ _!V 'V / 2 4' LONG x 1.5' WIDE x 2" DEEP DIVERSION SWALE k 5� / PRESERVED DURING��' V yS�a O / IQ CONSTRUCTION OF / D2 VEGETATED WEIR 1S PROPOSED 3 3 1 SEDIMENT CONTROL „- IS IQ / BE RESIDENCE �Q,• BASI ,. EC1 BARRIER,TYP. 28.6 (DESIGN BY OTHERS) INV. IN: 532.0' :- INFILTRATION N CI' / 'J S N is IQ = � + SURFACE WATER 1S I(I Lr) Lt1 DIVERSION SWALE' D2 .: ° • �� — ' a 575 DRIVE 1 x ' • CHECKDA P -w 4 D1 PROPOSED 565 r , e � � � D2 � �, - M 564 "" ` �a, NATIVE SHRUBS AND/OR w S�(1 �S � u N 5 CONSTRUCTION , . TREE EL BY OWNER ° .<.w. ,.. S; SELECTION ° o +GRADE ENTRANCE y 10% N H E � MAIN LIVING AREA ' ° �' /-� o . - X z S / 3 18"� N-12VCULVERT 527.0 OO PROPOSED LAWN/ o u? PIPE BY'ADS' RECREATION AREA J F• •• 566.0 r 4'x4' LANDING �PO�c / D1 (2.8%±SLOPE) x "` VEGETATE AREA WITH LOW MAINTENANCE Ln (DESIGN BY OTHERS) GROUNDCOVERS THAT DO NOT REQUIRE O� �o�ok�G �/ ♦ 8' s GRADE BASEMENT GARAGE , 0 , D� „ ,. nP 564.5 / FREQUENT MC WING °` Y ALL TREES >6 DBH TO BE �: ( ) © ROCK SLOPE: F.F. SS6.O� 56 .9 x "- / �,,// / �' / PRESERVED DURING + MAX. 1 H:5 V y TREAD: 565.0. /� / / / / RE-GRADING AND INSTALLATION OF SWALE '�• REMOVED REFERENCE TO (THESE REPRESENT LANDING _.. X _� , . � , c'� �,, � • „ + _ Lr) ``° ALL ROOF RUNOFF TO BE n , SLOPE MAY BE STEEPER 1 LANDSCAPED PRETREATMENT BASIN: > , �7 / \� • / / INV. OUT: 531.0' } " D�ST X _ REMOVE LARGE WHITE MAXIMUM DIRECTED TO BASIN(S) IN TOTAL BASIN VOLUME: 215 CF , \ PINE TREE AT DRIVEWAY „ FRONT OF THE HOUSE D2 (TO RIM ELEVATION) � / SWALE TO BE ROUTED � + ENTRANCE MIN. 8" LOAMY SAND ELEVATIONS, STAIRS: / /' •}' d 17 RISERS AT 7"± x AROUNDTREES>6 DBH , (4) NATIVE EVERGREENS, & ORGANIC TOPSOIL / � / 3 (DESIGN BY OTHERS) / oo, � n �l /I�, D2 STAGGERED t , 556.25 4,, x GRADE TO DRAIN AWAY d.!' l LANDSCAPED PRETREATMENT BASIN: � 563.7° 3'WIDE �' ��--��\ ` / 1 TOTAL BASIN VOLUME: 240 CF j FROM THE HOUSE � ^c C;;6•(� // \`�'�' ` / (TO RIM ELEVATION) a v / ", /` / ° ' 9 / / / 2 16' LONG x 1.5'WIDE x 2" DEEP / �S \ Q D2 VEGETATED WEIR D1 547.8 ,. WATER CONNECTION TO MUNICIPAL LANDSCAPED STAIRS: WATER SERVICE IN ACCORDANCE 16 RISERS AT 6"± � . (DESIGN BY OTHERS) d / •* 7r + WITH TOWN OF Q EENSBURY � ' ��P + •+ 3 REGULATIONS AND STANDARDS RIVER BIRCH21 z' ° O ° r + / $ 12.5%+GRADE SITE GRADING & STORMWATER PLAN 1� pE TREE CUTTING/ >' VEHICLE + c�%�C'RP + CLEARING LIMITS ` /+ s SCALE: SEE GRAPHIC SCALE TURNAROUND •I- f — `� 12 �/ t�O % AREA •�- !F,:� � � 0 :• — '� g !,� �V� + / ��i GRAPHIC SCALE + 55 a / + 0 5 10 20 40 !� 1A. Ac + 2 4' LONG x 1.5'WIDE x 2" DEEP , 10 �� ..., � D2 VEGETATED WEIR N + ) . ,+ y / / 2 .16' LONG x 1.5'WIDE x 2" DEEP • i _ .; D2 VEGETATED WEIR ♦- 'F' "' LANDSCAPED INFILTRATION BASIN / (IN FEET) + 1 TOTAL VOLUME: 155 CF ° °' . x X' + .} D2 (TO RIM ELEVATION) • • OPTIONAL TREES AS DESIRED X • • X' + + FILL SLOPE: MAX. 1'H:1'V; F / / T x USE SHOT ROCK FROM HOUSE / / /�• IN THIS AREA(MUST BE I S DjSr s TOLERANT OF INTERMITTENT © X *A' 6 N AND UPF ER DRIVEWAY/ , / WET CONDITIONS) TI ST / DRIVEWAY 1 PARKING AREA BLASTING Xy, / / /•.�. fl '" SUED FOR '4� 0NSPT4RUC' t u MOVED REFERENCE TO _ / / ALL TREES>6 DBH TO BE rr` CONSTRUCTION DI ST SLOPE MAY BE STEEPER fi: / /+ XPRESERVED DURING DRIVEWAY To BE conlsTRucTED / / ADDRESSED TOWN ENGINEER COMMENT & 'RE-IS UED FOR CONSTRUCTION' OF BLAST ROCK FROM HOUSE ,CONSTRUCTION OF 03/02/21 2 FILL VOIDS IN ROCK 4' LONG x 1.5' WIDE x 2" DEEP 2 LANDSCAPED INFILTRATION BASIN: >' $` , '�' INFILTRATION BASIN UPDATED CUT FILL SLOPE NOTES EXCAVATION; 1 ADDRESSED TOWN ENGINEER COMMENT 'I SUED FOR CONSTRUCTION' WITH MEDIUM TO COARSE VEGETATED WEIR D2 TOTAL BASIN VOLUME: 320 CF ... i '� ' GRANULAR SOILS(SAND/GRAVEL) (TO RIM ELEVATION) D2 =V 4' �' pr' 01/29/21 1 REVISED UPPER DRIVEWAY BASIN ADDED ADD'L NOTES AND A CONST. ENTRANCE DISTURBANCE LIMITS: + ' SUBMITTED TO TOWN OF UEEN BURY FOR SITE PLAN REVIEW '• 26,200 SF (0:6 AC) X. �, � 12/07/2020 A DATE REV # ISSUED / REVISIONS "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR •h..,. CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." . �1 �. NO TES: SITE GRADINGSTORMWATER PLAN Cz 1. SOIL CHARACTERISTICS TO BE VERIFIED BY S j_41 .�, ', RESIDENTIAL DEVELOPMENT ENGINEER FOLLOWING PLACEMENT, BUT ELISA & GLENN SCHNEIDER �•.�,,,,,� is . ' BEFORE INSTALLATION OF STORMWATER �, 19 OLD WEST MOUNTAIN ROAD - r AND WASTEWATER SYSTEMS. ° QUEENSBURY, NEW YORK ° 2. A PRE-BLASTING PLAN, INCLUDING A 5 ` "& $ ° M s9 �` PRE-BLAST SURVEY SHALL BE APPROVED JARRETT 1 Engineers PLLC BY ENGINEER BEFORE ANY BLASTING } g - Civil & Environmental Engineering ay OCCURS. H. THOMAS JARRETT P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2020 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 5 OF 10 AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. BASESHEET: 22 x 34 PLOTTED/REVISED:03/02/21 10:30 AM LEACHINGSYSTEM S TEM INSTALLATION: L1. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481, NYSDOH, NYSDEC, AND OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREO N. L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR RE-USE. f CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. L3. LEACHING SYSTEMS SHALL L BE INSTALLED . LLED TO (RE LATIVE)LATIVE ELEVATIONS SHOWN. ( AND ELEVATIONS „ O F EXISTING GRADE AND SITE FEATURES SHALL BE DOC UMENTED TED PR IOR TO START AR OF CONSTRUCTION. L4. FILL MATERIAL, IF REQUIRED FOR LEACHING SY T S EM S SHALL BE CLEAN = AN GRANU LAR ULAR SOIL S I SA�-- N D OR LOAMY SA_. N D( DEVOID OF LARGE STONES, CLAY, ORGANIC DUFF, & NON-SOIL COMPONENTS (DEBRIS, ETC.). PERCOLATION RATE(S) OF z FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATE(S) TO BE VERIFIED BY A QUALIFIED p INDEPENDENT PARTY (I.E. SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER) IN BORROW PIT PRIOR TO EXCAVATION; a SUBMIT WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO . HAULING a • L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS. THE FILL SHALL BE GRADED TO THE LIMITS N AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. t L6. PERCOLATION TESTS SHALL ALSO BE PERFO RMED MED (IN AC CORDANCE CE WITH N YS DOH ST ANDARDS) HOARDS) IN PLAC E IN LEAC HING 'QUICK 4 EQUALIZER 36 SYSTEM FOLLO WING Q COMPACTION. OM ACTION. PE RCOLATION COLATI T ON EST S TO VERIFY FILL SUITA BILITY • 2 ( ) SHALL BE PERFORMED AT THE • INFILTRATION CHAMBER UNIT TA FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 BY'INFILTRATOR' D3 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. ' L7 IN NO CASE SHALL WHEELED• D EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED DIRECTLY ON THE SOIL 5 UPLAND SURFACE WATER a` WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE a2j DIVERSION SWALE WASTEWATER ABSORPTIO N AREA). TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION, AND WHERE FILL `„° MATERIAL IS REQUIRED, IT SHALL BE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT; TRACKED EQUIPMENT SHALL BEAR "'y Q R DIRECTLY C LY ON 12 MINIMUM, OF F ILL MATER IAL AND NOT , O ON NATIVE SOIL. c L8. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS AT CORRECT C ELEVATIO NO USING A LEVEL,TRANSIT, OR LASER. A L . w W � _ 9 SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: R w°� SYSTEM CONFIGURATION = 38' . FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. (9 UNITS LONG PLUS END CAPS EACH END) 1 o (EFFECTIVE LENGTH = 37') • ALL TREES AND STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE CUT TO GRADE AND REMOVED. ..- SEPTIC TANKg • REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. D3 • EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY PERMEABLE) SOILS, BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS MATERIAL, INCLUDING SLOWLY PERMEABLE SO ILS,LS WITHIN I HIN SYSTEM FO OTPRINT,N T AS DIRECTED BY ENGINEER. E O % • SCARIFY SUBGRADE; CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF SPECIFIED • Jam . . • . .� • GRANULAR FILL. ALSO, RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE, INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOT TRAFFIC x ./� P LACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED, TO \ REQUIRED ELEVATION. w ` • PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. 3 4"0 PVC SQR3S 3 4 • INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. GRAVITY SEWER ' e.. k a • / � (MIN. 2.0%SLOPE) D3 F D3 BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS; CARE SHALL BE TAKEN TO ,,�•� ' S6� COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO o . • R DISRUPTION LEACHING Y DAMAGE O SRUP ON OF EACH NG SYSTEM DEVICE OR SUBGRADE SOILS. •�� CROWN THE FILL TO DRAIN, AND INSTALL THE RESERVED NATIVE T OPSOIL, AND/OR A CLAYEY LOAM OR SILTY . • SA" LOAM TOPSOIL, CAP AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF �' • / PRECIPITATION). ,�. 5'Ifl `• /ry • SEED/PLANT,AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED. 5 DISTRIBUTION ' D3 BOX 4"0 PVC SDR 35 PROPOSED 4"0 PVC SDR 35 DISTRIBUTION PIPE / / : / � WASTEWATER SYSTEM PLAN 3 BEDROOM RESIDENCE 3 4 (MIN. 0.5/SLOPE) SCALE: SEE GRAPHIC SCALE (DESIGN BY OTHERS) ` D3 D3 EFFLUENT PIPE(MIN. 1.0%SLOPE) �` ♦ / / / GRAPHIC SCALE s. 5 0 2.5 5 10 20 `• / / / / 2.1 ( IN FEET) 1 Wastewater Design Inforr at on Design Basis Town of Queensbury j NYS Dept of F lealth FINISHED GRADE Walter Supply j Municipal Walter Supply(Queensbury) r _6' O.C. i (TYP.) Waste6" UED F04"0%6' NS" I vlrater FlowUA „ SEED AND MULCH ALL 3 bedrooms X ��,;, 10 gpd/taedrovm 330 gpd design low IS „s �£ \%ji ,Ir FILLED AND DISTURBED AREAS IfinsaNation of water Samar fixtures throughout residence required, rw kitchen ADDRESSED TOWN ENGINEER COMMENT & 'RE-I UED FOR CONSTRUCTION' g nd let nnec eva r s spa i MIN. 9" OF COVER garbage ad ers car' tub C fed to wSt dIS�O al system} ADDRESSED TOWN ENGINEER C MMENT & 'I SUED FOR CONSTRUCTION' �— OVER CHAMBER LATERALS m < ' 4"-6" LOAMY Primary Treatment 01/29/21 1 NO CHANGES THIS SHEET T UBMITTED T T TOPSOIL I R SITE PLAN REVIEW r 3 bedroom.. ` MIN. 12" ABOVE ,� .�, ` ..s �. .. �� ' ^^•°. � � raga residence , .. ° �°� � � `•I/ , , equine E} 0�� ,�! iced , Septic Tank_ � m $i;� 12/07/2020 A EXISTING GRADE r °Provide DATE ISSUED / REVISIONS , ° , , d •- e e, ! Effluent Filter r 1c n REV # SLOPE: � Certified l�esidentia � uent DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER SURFACE L1-L9 ° °_ ° .e °° ;v. "° '^ "° '. �•, :: 3 H:1 V PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR •° CONSTRUCTION"INAY BE USED FOR SAME.USE H PREPARATION M i N. 2 ABOVE �' ' ` `" � � � R SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." wwl . ^ •° ^ ° Seconda Treatment IMPERVIOUS ' �$ DEAW ° CONDITION m v. . . �. ° . ' °�•FLeach Field QF N _ '- � h' ° � w WASTEWATER PLAN • Existing Soil Percolation Rate: B-10 miryInch stabilized rate P � WW1 SYSTEM FILL: • "� x' r/ Design Soil Percolation late -'10 mir> inch stabilized rate RESIDENTIAL DEVELOPMENT TARGET PERCOLATION RATE: 7 MIN./IN. (NOTE: DESIGN PERCOLATION RATE. 8-10 MIN. IN. • . ELI SA & GLENN SCHNE IDER Leach Field Sizi , w '�• � , �_ n9` ► � 19 OLD WEST MOUNTAIN ROAD Required: 330 gpd/ 0,90 gpd/sf = 367 square feet �� c� QUEENSBURY, NEW YORK A SECTION THROUGH LEACHING SYSTEM 25% NYSDOH Credit for24"guide chambers 275 square feet requi fed A � 5 minimum required 4 laterals @D 34,4 lineal feet L JARRETT Engineers, PLLC 1 SCALE: N.T.S. GRAPHIC SCALE n I 1.33 0 1.33 2.67 5.33 Provided: 4 laterals Civil & Environmental Engineering g 37 lineal feet H. THOMAS JARRETT P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. Effluent Dosing/Distribution COPYRIGHT O 2020 PHONE: (518) 792-2907 (IN FEET) ONLY COPIES OF THIS DRAWING WITH A ty drs#rikutrcno septic tank via distribution box 3/8 =1 SCALE: (FULL SIZE-22 BLUE SEAL SHA x34 ') LL BECONSIDE.REDTRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 6 OF 10 =SCALE: (HALF SIZE- 11"x17")-3/16"=1' AND VALID 0-- ALTERATION F T' E O rilS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL BASESHEET: 22 x 34 PLOTTED/REVISED:03 02 21 1 : / / 0 30 AM W Z J O f— CURB Lu w a O FINISHED GRADE oc ROADWAY I% a MUELLER CURB BOX I� OR APPROVED EQUAL 5'-6" MIN. 6' MIN. CURB STOP MUELLER ORISEAL 0 WATER MAIN OR APPROVED EQUAL CORPORATION STOP \� Q Ll AS APPROVED BY PLUG TEMPAS NECESSARY � THE TOWN Q D 4 11'± DRIVING SURFACE Q o 900 COPPER TUBING (TYP. K) 4 (SIZED AS REQ'D) PROTECT EXISTING MIN 6" NYSDOT ITEM 304.12 VEGETATION COPPER TUBING (TYP. K) - _ �_ SOLID CONCRETE BEARING - SLOPE: WELL GRADED ANGULAR SAND v (SIZED AS REQ'D) BLOCK OR C.I. FOOT _ SEE GRADING &GRAVEL EMBANKMENT PLAN MATERIAL, AS REQ'D SLOPE: v #2 STONE BEDDING �'`�,, �..•SINGLE CROWN: 1/2"± PER FOOT SEE GRADING NOTES:PLAN :. .xR � ,;K},, 1)WATER SERVICE FITTINGS TO MEET TOWN REQUIREMENTS. 2) HDPE 3408 SDR 9 (ASTM D2737 CTS) PIPING WITH "K" COPPER COUPLINGS/FITTINGS SHALLOW MAY BE SUBSTITUTED FOR THE "K" COPPER TUBING AS THE RESIDENTIAL WATER SERVICE LINE. DRIVEWAY SWALE (REFER TO GRADING PLAN) 3)THE HDPE SDR 9 PIPING IS TO BE BLACK IN COLOR WITH BLUE LABELING AND OR STRIPING DRIVEWAY TO BE CONSTRUCTED OF BLAST ROCK FROM HOUSE EXCAVATION GEOTEXTILE FOR SEPARATION ; 4)#14 AWG TRACER WIRE WITH YELLOW HDPE SHIELDING TO BE PROVIDED WHEN NYSDOT ITEM 207.11 FILL VOIDS IN ROCK WITH MEDIUM TO USING SDR 9 WATER SERVICE LINES. COARSE GRANULAR SOILS (SAND/GRAVEL) 1 TYPICAL SINGLE CROWN DRIVEWAY SECTION ON SIDE SLOPE 2 WATER SERVICE WITH SHUT OFF VALVE D SCALE: N.T.S. D 1 SCALE: N.T.S. �—SPACING SAME ELEVATION_ ANGULAR STONE TOE OF CHECKDAM H" MAX EIGHT 2 PROFILE VIEW Jr_ 24" MAX HEIGHT ANGULAR STONE 6' ATOP FILTER FABRIC FILTER FABRIC -418" 4"1_ 6" 12" SECTION VIEWI Ao� N (;ON 0*" *"RUC� ISSUED FOR NOTES: WEIR VIEW ' 03/02/21 2 ADDRESSED TOWN ENGINEER COMMENTS & 'RE-ISSUED FOR CONSTRUCTION' 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND NO CHANGES THIS SHEET LOCATIONS SHOWN IN THE PLAN. ADDRESSED TOWN ENGINEER COMMENTS 'I UED FOR ONSTRU TI N' FINISHED GRADE SEE PLAN FOR 01/29/21 1 ADDED DRIVEWAY CONSTRUCTION NOTE ON DETAIL 1 D1 FINISHED GRADE [SIZE OF CULVERT 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE UBMITTED TOTOWN OF QUEEN BURY FOR SITE PLAN REVIEW BANK STABILIZATION FINISHED GRADE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 12/07/2020 A (SEED/LIGHT RIP RAP) BANK STABILIZATION (SEED/LIGHT RIP RAP) 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING DATE REV # ISSUED/ REVISIONS 12 MIN AROUND THE DAM. "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER WINGED CULVERT INLET SECTION ITEM 304.12 TYPE 2 PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR LIGHT& MEDIUM RIP RAP _� WINGED CULVERT END SECTION 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." 7+ 6" (TYP. BOTH SIDES) LIGHT& MEDIUM RIP RAP EROSION WITH STONE OR LINER AS APPROPRIATE. of N CIVIL ETA)LS 7 + 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. Q' ��. RESIDENTIAL DEVELOPMENT 1 COMPACTED BED SAND; 6. SEDIMENT IS TO BE REMOVED FROM DEVICE TO MAINTAIN STORMWATER CAPACITY ELISA & GLENN SCHNEIDER 90%STANDARD PROCTOR 6 MIN � �� 19 OLD WEST MOUNTAIN ROAD , QUEENSBURY, NEW YORK �� JJARRETTEngineers, PLLC 3 CULVERT CONSTRUCTION /_4 \ SWALE CHECKDAM D 1 SCALE. N.T.S. D 1 SCALE: N.T.S. H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y, COPYRIGHT©2020 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A 6i_UE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 7 OF 10 AND VALID ALTERATION of ENGINEER EER IS UNLAWFUL. AWFUL. BASESHEET: 22 x 34 PLOTTED/REVISED:03/02/21 10.30 AM BY A LICENSED ENGINEER IS UNLAWFUL. PROPOSED GRADE 2'f WEIR INLET SEE STORMWATER STABILIZATION WEIR AS DIRECTED ON PLANS DEVICE DETAILS FOR i` 5' MIN. STABILIZED SEE SITE PLAN CONSTRUCTION DETAILSA f` OVER FLOW SWALE NATIVE OR NATURALIZED 2 MIN. DEEP ROOTED SHRUBS GRASSES MAY BE SUBSTITUTED 1 TO PROVIDE ADDED FOR RAIN GARDEN PLANTINGS SLOPE STABILITY PROVIDE OVERFLOW 2 KEY EROSION GEOTEXTILE INTO SLOPE AS OUTLINED ON PLAN D2 GEOTEXTILE/GEOGRID AS REQUIREDIS — �_ STABILIZE SLOPES & WEIR WITH KEY EROSIONGEOTEXTILE INTO SLOPE NATIVE FILL OR EQUAVALENT �,� ' STONE FILL AS REQUIRED 12-18 SOIL MEDIA: 95% FINE TO COARSE SAND (LESS THAN 5%CLAY CONTENT) 5%SANDY TOPSOIL WITH AN AVERAGE OF 5%ORGANIC (FREE OF STONES, ROOTS,WOODY DEBRIS AND NOTE: STABILIZE SLOPES WITH 1 ANIMAL WASTE). VERIFY PERCOLATION RATES IN THE GROUND COVERS " MIN) SEASONAL HIGH FINISHED RAIN GARDEN; NOTIFY ENGINEER OF TEST RESULTS (I.E. GRASS) (24 1. UNLESS OTHERWISE SPECIFIED,ALL WEIR OUTLET OVERFLOWS TO BE SHALLOW AND GROUNDWATER BROAD CRESTED. WEIR OUTLET STABILIZATION TO BE AS FOLLOWS: Z7-------------------- WEIR OUTLET STABILIZATION R-1) RAIN GARDEN PLANTING SPECIFICATIONS BASIN VOLUME (CF) METHOD OF STABILIZATION 0-2500 VEGETATED(SEE NOTE 2) -_- - 1. ALL PLANTS SHALL CONFORM TO "AMERICAN STANDARD NURSERY STOCK"STANDARDS AND SHALL BE FROM AMERICAN GREEN VMAX P550 CERTIFIED LOCAL NURSERIES. 2500-5000 PERMANENT EROSION CONTROL MATTING, 2. WETLAND/RAIN GARDEN SHALL BE CONSTRUCTED ATOP EXISTING GRADE, IF POSSIBLE, EXISTING NON APPROVED OR APPROVED EQUIVALENT >5000 ROCK LINED KEY BERM INTO EXISTING SOIL PLANTS/GROUND COVERS SHALL BE REMOVED. PROVIDE MINIMUM 4"(NEW OR EXISTING) ORGANIC TOPSOIL, (8"TYP) UNDERLAIN BY STABILIZED COMPOST, SAND, AND TOPSOIL(OR APPROVED ALTERNATIVE). 2. PROVIDE TEMPORARY EROSION CONTROL MATTING AS REQUIRED. 3. ALL PLANTS SHALL BE PLANTED AND MAINTAINED PER NURSERY SUPPLIER'S RECOMMENDATIONS. 4. PLANTS SHALL BE SPACED RANDOMLY BUT SHALL AVERAGE 30"OC SPACING (MAX). //_ 2 _ 1 LANDSCAPED BASIN STABILIZED OVERFLOW WEIR 5. PLANTING SHALL OCCUR DURING MAY-JUNE OR SEPTEMBER-OCTOBER AND SHALL BE GUARANTEED FOR MINIMUM PD2 SCALE: N.T.S. OF 1 YEAR. PLANTS SHALL BE WATERED AS RECOMMENDED BY NURSERY SUPPLIER UNTIL ESTABLISHED. D2 SCALE: N.T.S. 6. MULCH ENTIRE WETLAND/RAIN GARDEN WITH SHREDDED HARDWOOD FREE OF DYE AND CHEMICALS; MULCH TO BE APPLIED AT A UNIFORM LAYER OF 2"-3" DEPTH. 7. RAIN GARDEN AREA: MIXTURE OF HERBACEOUS PLANTS AND SHRUBS TAKEN FROM THE FOLLOWING PLANT LIST: SEDGES, REDTOP, BLUE FLAG IRIS,WINTERBERRY, BUTTONBUSH SILKY DOGWOOD, RED STEM DOGWOOD, ELDERBERRY, JOE PYE WEED,COMMON SPICE BUSH ARROWOOD VIBURNUM, BAYBERRY,YELLOW LOOSESTRIFE (NOT PURPLE),SKUNK CABBAGE, NEVJ YORK ASTER, BLUE VERVAIN, OR APPROVED OTHERS. 8. FRINGE AREA: MIXTURE OF HERBACEOUS AND/OR WOODY SHRUBS/TREES FROM THE FOLLOWING LIST: RED CHOKE BERRY, RED MAPLE, ELDERBERRY, EASTERN HEMLOCK, BLACK ASH, EASTERN RED CEDAR,SILKY DOGWOOD, RED STEM DOGWOOD, Oil OTHERS AS APPROVED. RUBBER HOSE FRICTION GUARD GUY WIRE CEDAR STAKES 3" DIA. x 8' LONG RE-VEGETATE DISTURBED AREA 3" SHREDDED BARK OR HARDWOOD MULCH 3" SHREDDED BARK OR HARDWOOD MULCH WITH LOW MAINTENANCE NATIVE GROUND COVER; 00 MULCH AS REQUIRED 3 HIGH SAUCER 48"±(AS REQUIRED) 3" HIGH SAUCERb4r"RUC"*�Iu 4"±(AS REQUIRED) 1 / `1 ;l IV I 1\1p/ I ; c AMENDED PLANTING SOIL; f /. \i ADDRESSED TOWN ENGINEER COMMENTS 'RE-! UED FORCONSTRUCTION' MIXTURE IN THE FOLLOWING 03/02/21 NREV NO CHANGES THIS SHEET RATIOS BY VOLUME: AMENDED PLANTING SOIL; ADDRESSED TOWN ENGINEER COMMENTS & 'ISSUED FOR CONSTRUCTION' 20 PARTS NATIVE TOPSOIL MIXTURE IN THE FOLLOWING 01/29/21 � RATIOS BY VOLUME: NO CHANGES THIS SHEET 10 PARTS COMPOST OR 20 PARTS NATIVE TOPSOIL SUBMITTED T TOWN OF QUEENSBURY FOR SITE PLAN REVIEW COMPOSTED LEAF LITTER 12/07/202010 PARTS COMPOST OR COMPOSTED LEAF LITTER DATE ISSUED / REVISIONS NOTE: 6 (MIN.) 12" (MIN.) L16" (MIN.) ALL TREES 3" CALIPER AND 6" (MIN.) VEGETATED SWALE "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUF./REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER LESS SHALL BE STAKED AS PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT TILE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR SHOWN USING 3 STAKES CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." DRAWIN 3 ��, TREE PLANTING 4 SHRUB PLANTING cJ VEGETATED DIVERSION SWALE p� N��, LANDSCAPING DETAILS i SCALE: N.T.S. SCALE: N.T.S. k D2 D2 / SCALE: N.T.S. DZ D2 '�` S t/,9r �', , RESIDENTIAL DEVELOPMENT ELISA & GLENN SCHNEIDER wI 19 OLD WEST MOUNTAIN ROAD QUEENSBURY, NEW YORK 1 � JARRETT Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2020 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 8 OF 10 AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UN;AWFUL. BASESHEET: 22 x 34 PLOTTED/REVISED:03/02/21 10:30 AM GENERAL WASTEWATER NOTES CONSTRUCTION MILESTONE (CONTACT ENGINEER TO SCHEDULE) G-1 CONSTRUCTION OF NEW PIPING,TANKS, AND LEACHING SYSTEM(S), ETC. SHALL BE IN CONFORMANCE WITH . PRIOR TO BACKFILLING OF LEACHING CHAMBERS AND MDISTRIBUTION PIPING, ENGINEER TO OBSERVE EXPOSED APPLICABLE NYSDEC, NYS DEPT. OF HEALTH, AND LOCAL COUNTY/TOWN STANDARDS,AS WELL AS DETAILS/SPECS ON CHAMBERS AND MANIFOLD PIPING. WATERTIGHT ACCESS COVER FINISHED GRADE; THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. . PRIOR TO COVERING D-BOX, ENGINEER TO VERIFY IN GRADE TO DRAIN AWAY FROM COVERS INSTALLATION OF SPEED LEVELERS AND EQUAL DISTRIBUTION. G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994). NO KITCHEN GARBAGE OPERATION, MAINTENANCE, AND ANNUAL INSPECTION RECOMMENDATIONS WATERTIGHT JOINTS,TYP. GRINDERS, OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. COMPACTED NATIVE "STAR" RISER SYSTEM BY ROTH; (OR SIMILAR) BACKFILL COMBINATION AS REQ'D PER TANK INSTALLATION; PREVENTION: 6" RISER (STAR-2456), 12" RISER (STAR-24R12), PIPING 1. USE WATER EFFICIENTLY, EXCESS WATER USE CAN OVERLOAD A SYSTEM. SOIL PIPE; INSTALL AS AND LID STAR-24L) 2. MONITOR BUILDING FIXTURES AND PLUMBING FOR LEA,;,P-1) ALL GRAVITY SEWER PIPE & FITTINGS SHALL BE PVC SDR 26 OR 35 (SEE PLANS) ASTM D3034 OR HPDE SDR 17 ASTM SHOWN ON "SYSTEM PLAN" KS. D3350; INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321, UNI-BELL "HANDBOOK OF PVC PIPE, DESIGN, AND 12" MIN. (WITHOUT INSULATION); 36" MAX. INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. 3. DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS(I.E.: PAINT PAINT THINNER 311 INLET�� — OUTLET EFFLUENT PIPE; INSTALL AS ' PETROLEUM PRODUCTS, PESTICIDES,ANTIFREEZE, ETC.) P-2) GRAVITY SEWER PIPE JOINTS TO BE BELL&SPIGOT PUSH ON TYPE, ASTM D1312, DESIGNED FOR USE WITH PROJECT 1'-6" SHOWN ON "SYSTEM PLAN" PIPING 4.DON'T FLUSH DENTAL FLOSS, FEMININE HYGIENE PRODUCTS, CONDOMS, DIAPERS, COTTON SWABS, UNUSED 12"-18" MEDICATIONS, CIGARETTE BUTTS, COFFEE GROUNDS, CAT LITTER, PAPER TOWELS, AND OTHER KITCHEN AND 1'-3" MIN. SUPPLIER PROVIDED RUBBER P-3) GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT&CONTINUOUS GRADE BETWEEN STRUCTURES (I.E. NO LOW OR BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC SYSTEMS COMPONENTS. MINIMUM OPTIONAL GASKET IN INLET AND OUTLET PORTS HIGH POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. GRAVITY SEWER SHALL BE LAID AT THE 5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. FOLLOWING MINIMUM GRADES: RAW SEWAGE:4" @ 2% 6" NSF APPROVED EFFLUENT FILTER @ 1%;SETTLED SEWAGE (EFFLUENT): 4" AND 6" @ 0.5%±. PARTITION WALL ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. 6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS. EQUIVALENT) PL-122", OR EQUIVNT) P-4) FORCE MAIN SHALL BE HDPE, ASTM D2239 OR F714, 100 PSI MIN PRESSURE RATING; OR, PVC,ASTM D2241, 100 PSI VEGETATIVE GROWTH SHOULD NOT BE ALLOWED TO BECOME OVERGROWN. MIN PRESSURE RATING; FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S SEPTIC TANKS: RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. 'INFILTRATOR', OR APPROVED FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD.MIN. 1. ANNUALLY INSPECT TANKS FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION (CORRECT PROBLEMS IF 6 EQUIVALENT, OR LOW PROFILE P-5) HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT(HEAT) FUSION PROCESS, AND JOINING EQUIPMENT SHOULD NOTED). NOTE: PRE-CAST CONCRETE TANK AS REQUIRED BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED. 2. ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION. SEPTIC TANKS MUST BE PUMPED INSTALL INLET AND OUTLET AS RECOMMENDED BY T_3 EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR OUT WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM OF THE OUTLET BAFFLE MANUFACTURER, AND SUCH THAT THE INLET AND ANTI-FLOATATION TO BE PROVIDED OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN TEN INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR OUTLET ARE AS FAR APART(LONGEST FLOW PATTERN D1 OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, SANITARY TEE. (MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTION THROUGH TANK) AS PRACTICAL). TRANSITIONS FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. SAND PUMP OUT). PEA STONE, SAND, GRAVEL OR OTHER REFER TO MANUFACTURES RECOMMENDATIONS. 3. ANNUALLY INSPECT FILTER EFFLUENT FILTERS: FILTER SHOULD BE CLEANED EVERY TIME THE TANK IS INSPECTED. 1 SEPTIC TANK DETAIL SIMILAR GRANULAR MATERIAL TO BED THE TANK P-6) SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS, OR OTHER APPROVED METHOD, IN a. LOCATE OUTLET USING PRESSURE TREATED MARKERS(OR PROVIDE AN AT GRADE ACCESS COVER). UNDISTURBED NATIVE SOIL ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, b. REMOVE TANK COVER AND PUMP TANK IF NECESSARY D2 SCALE: N.T.S. GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. c. DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER P-7) THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE,AS d. PULL FILTER OUT OF HOUSING RECOMMENDED BY THE MANUFACTURER. e. HOSE OFF FILTER OVER THE SEPTIC TANK SO THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK. TANKS/STRUCTURES f. INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. MULTI-PORT "QUICK 4 EQUALIZER 36"END CAP DISTRIBUTION BOX: INFILTRATION CHAMBERS T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC. OR EQUIVALENT. REFERENCES TO HEAVY DUTY 4" OVERFLOW MANIFOLD; REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. HDPE TANKS SHALL BE AS SUPPLIED BY FRALO, 1. ANNUALLY INSPECT D-BOX FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION. CONNECT TO EACH LATERAL 4" PVC DISTRIBUTOR NORWESCO, OR OTHER APPROVED EQUIVALENT. AT UPPER PORTS 53" ACTUAL 2. REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED LEVELERS FOR CONSISTENCY.—48" EFFECTIVE T-2) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION (DESIGNED FOR (H-20) (ADJUST AS REQUIRED TO PROVIDE EVEN FLOWS TO ALL LATERALS). WHEEL LOADING). 3. INSPECT D-BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM. 12" , --FROM DISTRIBUTION BOX T-3) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) LEACHING SYSTEM: OVER BURIED COVER(S),AND MEASUREMENT"TIES"TO PERMANENT FEATURES,AND SHOWN ON (RECORD) OUTLET 1. INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT GRADE. IF WATER IS END END MULTI-PORT DRAWINGS(SEE GENERAL NOTES). END CAP NOTED, HAVE IT TESTED FOR BACTERIA CONTENT). T-4) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE 2. INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION; REPAIR EROSION AS REQUIRED. FLOATION USING HEAVY DUTY TANKS WITH 6" EXTENDED INTERGAL BASES, OR BY AN ALTERNATIVE METHOD 2 APPROVED BY ENGINEER. 3. PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. LEACHING CHAMBER DETAIL- GRAVITY DISTRIBUTION T-5) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL 4.INSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM D2 SCALE: N.T.S. PENETRATIONS SHALL BE KOR-N-SEAL, OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER. TANKS TO BE TESTED WATER TIGHT BY METHOD APPROVED BY ENGINEER (ENGINEER TO WITNESS). T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. MOUND TO SHED WATER UNLESS UNDER T-7) SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE ROADWAYS; RESTORE ROADS AND SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE WALKWAYS TO ORIGINAL CONDITION; DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS,AND TOPSOIL SEED& MULCH NON PAVED AREAS PERMANENT MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY OWNER. NATIVE SOIL BACKFILL LESS COBBLES AND LARGER, COMPACTED INSTALL MARKER SEE NOTES BELOW TO 85% MODIFIED PROCTOR OUTSIDE TAPE 18" DEEP ROADWAYS,9S%MODIFIED PROCTOR WITHIN ROADWAYS CLEAN SAND (100% PASSING MAXIMUM 10% PASSING 200 SIEVE) 18" MIN MOUND OVER FORCE 6" MIN. (TYP.) RIGID FOAM INSULATION MAIN WITH SOIL AND/ (MIN. 2"THICK)AS OR DUFF/LEAF LITTER; 4" MIN (6" IF WARRANTED/ORDERED DOCUMENT LOCATION ON PIPE(S) ROCK BELOW) (SEE PLAN FOR SIZE) PIPE: RECORD PLAN BURY AS MUCH -FINISHED GRADE TREATED LUMBER MARKER 4SUED FOR C"� U0"" NS*pi"'RUC AS PRACTICAL ABOVE ALL BURIED COVERS; SET LEVEL W/GRADE EXISTING GRADE 18 ± • ••• ,NATIVE SOIL •`• .«. 03/02/21 2 ADDRESSEDTOWN ENGINEER COMMENT 'RE-I UED FOR C NSTRU TI N' ,_ . 1 . • •� :v•.•w. �• NO CHANGES THIS SHEET 1) BURIAL DEPTH: SEWER: 4'0" MIN. COVER; WATER: 5'-6" MIN. COVER. t:• +• ''�; •:; ADDRE ED TOWN ENGINEER COMMENT 'I UED FOR ON TRUCTION' • i; 10"± PROVIDE ADJUSTABLE LEVELING 01/29/21 1 NO CHANGES THS SHEET 2A) WATER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0" AND 5'-6"COVER, ` ' DEVICE ON EACH OUTLET 12/07/2020 A SUBMITTED TOT WN F QUEENSBURY FOR SITE PLAN REVIEW PROVIDE RIGID FOAM INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH INLET c> PROVIDES LESS THAN 3'4' COVER, CONTACT ENGINEER FOR ASSISTANCE. OUTLET�> DATE REV # ISSUE SEWAGE FORCE MAINS SHALL BE D/ REVISIONS 4" PVC GRAVITY SEWER 2B SEWER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0" AND 4'-0" COVER, BACKFILL AROUND FORCE INSTALLED TO FULLY DRAIN FORT MILLER BOX ` � - 0 o I "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE REVISION"BLOCK K ABOVE.THEY MAY NOT BE USED FOR ANY OTHER PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH MAIN WITH NATIVE SOIL BETWEEN PUMP CYCLES. IF FULL @ 5/o MIN.SLOPE PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS PL OR EQUIVALENT LC.ONLY DOCUMENTS LABELED AS"ISSUED FOR PROVIDES LESS THAN 2'-0" COVER, REFER TO 'SHALLOW PIPE INSTALLATION' DETAIL. MINUS STONES LARGER —DRAINAGE IS NOT PRACTICAL, -' CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." THAN 1", OR CLEAN SAND PROVIDE INSULATION AND HEAT 3) IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER CANNOT BE ACHIEVED, PIPE(S) SHOULD TRACING; CONTACT ENGINEER of Nl WASTEWATER DETAILS BE PLACED IN A PROTECTIVE CASING(S). FOR GUIDANCE 12" MIN. OF CLEAN SAND D3 OR PEA GRAVEL FOUNDATION Gj� � J �� '�� RESIDENTIAL DEVELOPMENT T1 N 4 SHALLOW PIPE INSTALLATION 5 ELISA & GLENN SCHNEIDER DISTRIBUTION BOX , SCALE: N.T.S. �.: .r 19 OLD WEST MOUNTAIN ROAD D2 D2 SCALE: N.T.S. QUEENSBURY, NEW YORK a 3 PIPE TRENCH: WATER & SEWER LINES ` JARRETT Engineers, PLLC PD2 SCALE: N.T.S. H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT©2020 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 9 OF 10 AND VALID ALTERATION OF THIS DOCUME.14T EXCEPT gASESHEET: 22 x 34 BY A LICENSED ENGINEER IS UNLAWFUL PLOTTED/REVISED:03/02/21 10:30 AM SAND BAGS LAID TIGHT EROSION & SEDIMENT CONTROL: EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES: END TO END, PERPENDICULAR ESC-1) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND DISTURBANCE SHALL TO DIRECTION OF FLOW STEEL OR 2" x 2" ® TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. LAND DISTURBANCE SHALL NOT 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEOTEXTILE FABRIC MEETING HARDWOOD POSTS EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY. PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. NYSSSESC SPECIFICATIONS WOVEN WIRE FENCE (MIN. 14 GAUGE W/ Q ESC-2) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT 2) EROSION &SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. ��FLOW 24" (MAX.)TYP. MAX. 6 MESH SPACING) ON REINFORCED SILT FENCE EROSION &SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND THE "NEW YORK STATE 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN - STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NYSSSESC), ISSUED BY THE NYSDEC, LATEST EDITION. LOG/REPORT BOOK. TYPICAL ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE TO THE NYSSSESC. EROSION CONTROL OPTIONS INCLUDE: A) GRADE HARD SURFACE TIE POINTS DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUE BOOK" CAN BE FOUND AT: ' SUSPENDED, B) MULCH WITH STRAW, BARK MULCH,STONE, ETC., C)APPLY EROSION CONTROL MATTING, OR D) OTHER, AS http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE APPROVED. I+10' MAXIMUM FENCE TO POSTS& ESC-4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FABRIC TO FENCE FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS EROSION & SEDIMENT CONTROL GUIDLINES("BLUE BOOK"); LATEST EDITION 2"X2" WOODEN STAKES ESC-5) FOR PROJECTS IN THE LAKE GEORGE BASIN: COMPOST PLACED AT 10' O.C. ESC-5A) WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA, 2.)TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100%OF TANK CONTENTS; FILTER SOCK MAX. SPACING STEEL OR INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT MATTING, OR OTHER APPROVED HARDWOOD POST GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA ABSORBENT MATERIALS. AND/OR EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. 1'-411 ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP-RAP, NON-DEGRADABLE SHEET FLOW DRAINAGE WOVEN WIRE FENCE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS STRUCTURES. FLOW 1' 1'-8" 1'-8" 4_� FLOW ESC-5B) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR MIN. 8" PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN (7) DAYS FROM THE DATE �, >>� x ,. EXISTING " (MIN.) DRAIN ROCK THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE SECTION VIEW CONTOURS GEOTEXTILE FABRIC /4 ( ) MOST CURRENT VERSION OF THE TECHNICAL STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND (IF REQUIRED) SEDIMENT CONTROL, AND IN THE LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). DISTURBED 4"W'TRENCH GEOTEXTILE FABRIC JLBUTT BALES TOGETHER, \ AREA _ I I I I ; . I I / V-4�� WITH COMPACTED BACKFILL 1' 4" ESC-5C) GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO APRIL 15TH, DURING I.E.: NO GAP i �— -- = O,L WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES EXTRA MEASURES NC DURING REVEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QUALITY. THESE EX INCLUDE, BUT - 'y , GEOTEXTILE FABRIC WRAPPED O� — — ' i ,y0, 8 ARE NOT LIMITED TO,THE USE OF SCREEN MESH, NETTING, EXTRA MULCH, AND SILTATION FENCES. AROUND HAY BALES, AS SHOWN ABOVE ��' --- i 100 NOTES: ■ `°M ■ ESC-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT INCLUDING IF IN PLACE 2" x 2" HARDWOOD STAKES OR RE-BARS — — — CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME DRIVEN FLUSH WITH BALE; 2 STAKES ■ 1)THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED — — SEMI-PERMANENT BASIS(1 YEAR MAXIMUM) FOR EROSION CONTROL. REMEDIATED. ■ ■ 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ESC-7 2"X2" WOODEN ■ COMPOST FILTER ) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; 4" MIN. STAKES PLACED SOCK PER CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ENGINEER FOR APPROVAL. NYSSSESC 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST 8 MIN. (TYP.) 10 O.C. UNDISTURBED VERSION OF THE NYSSSESC. OVERLAP FABRIC AREA EARTHWORK & TURF ESTABLISHMENT: @ STAKE PLAN VIEW 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY 9" (MAX.) RECOMMENDED STORAGE HEIGHT. OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SOILS RESTORATION TO BE AS FOLLOWS: SOILS RESTORATION BEDDING DETAIL REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF "NEW YORK STATE STORMWATER DESIGN MANUAL": APPLICATION OF 3" OF 1.) COMPOST FILTER SOCKS WILL PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK 5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE COMPOST,TILLING COMPOST INTO SUB-SOIL A MINIMUM DEPTH OF 12".APPLICATION OF TOPSOIL TO A DEPTH OF 6".VEGETATE NOTES: EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. AS REQUIRED PER LANDSCAPING PLAN, IF APPLICABLE, OR AT THE DIRECTION OF OWNER. 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS, HAY BALE 2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32" EXCEPT THAT 8" DIAMETER SOCKS MAY BE USED FOR 6) DETAIL SHOWN IS EQUIVALENT TO A"REINFORCED" SILT FENCE. REFERENCES MADE TO ET-2)TOPSOIL, PLANT/SEED,AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH (GRASS OR OTHER DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES. "STANDARD"AND "SUPER" SILT FENCE,SEE NYSSSESC. NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM) EROSION CONTROL. 3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2" X 2" WOODEN STAKES DRIVEN 12" INTO THE MATERIALS AND APPLICATION. SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. SILT FENCE - ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES& PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL STRAW BALE DIKE LIMITS AND MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING AND AS DIRECTED BY OWNER. ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN ADVANCE BY DIAMETER SLOPE% ENGINEER AND PERMITTING AUTHORITY(IES). (IN.) 2 5 10 20 25 33 50 8 225* 200 100 50 20 - - DITCH STABILIZATION GUIDELINES 12 250 225 125 65 50 40 25 (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED;ADDITIONAL 14zz:2 FLOW 18 275 250 150 70 55 45 30 OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) 24 350 275 200 130 100 60 35 B 4' MIN.` 32 450 325 275 150 120 75 50 DS-1)0-6%: SEED& MULCH FLOW A 1 � * LENGTH IN FEET DS-2) 6-10%: SEED& MULCH W/TEMPORARY EROSION CONTROL MATTING 4' MIN. LIGHT RIP RAP (TYP.) COMPOST FILTER SOCK CONSTRUCTION ENTRANCE SPECIFICATIONS (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) NON-WOVEN GEOTEXTILE FABRIC DS-3) 10-15%: SEED& MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING CS-1) AGGREGATE: (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) A)STONE SIZE- USE#3 OR#4 (1"-4")STONE OR RUBBLE. DIKE CONSTRUCTED USING B)THICKNESS: NOT LESS THAN 6". DS-4) 15%+:SEED& MULCH W/PERMANENT EROSION CONTROL MATTING ORIGINAL GRADE CRUSHED STONE AND LIGHT LENGTH30 ; (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) NOTES: RIP RAP SEE NOTES CS-2) LENGTH: OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) ) A)TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH= RECOMMENDED 50, MIN. 1)THIS STRUCTURE {5 SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH= RECOMMENDED 30' MIN. SLOPE STABILIZATION GUIDELINES DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. A(:[:RF[.ATF: CS-3) WIDTH: (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED;ADDITIONAL 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 6" THICK A) RECOMMENDED 12' MIN. WIDTH WITH SEPARATE ENTRANCE & EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) 3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. (SEE NOTE) B) RECOMMENDED 24' MIN WIDTH WITH COMBINED ENTRANCE & EXITS TO SITE SS-1) 0-25%: SEED& MULCH CS-4) GEOTEXTILE: SS-2) 25-33%: SEED & MULCH W/TEMPORARY EROSION CONTROL MATTING 4) SEDIMENT TO BE REMOVED WHEN 25%OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. A)TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. (EX. NORTH AMERICAN GREEN MODEL S75BN OR APPROVED EQUIVALENT) B) NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING Q ,_ C) FABRIC SPECIFICATIONS: SS-3) 33-50%: SEED& MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON AREAS AND MULCHED TO PREVENT EROSION. WIDTH 12 24 LIGHT DUTY ROAD= M1RAF1 10OX OR APPROVED EQUIVALENT SLOPES o - (SEE NOTE) HEAVY DUTY ROAD= MIRAFI 60OX OR APPROVED EQUIVALENT (EX. NORTH AMERICAN GREEN MODEL S150BN OR APPROVED EQUIVALENT) COMBINED STONE & EARTH DIKE J CS-5) SURFACE WATER: SS-4) 50-100%:SEED& MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES DETAILS INTO SINGLE ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH (EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) CONSTRUCTION DETAIL STONE EARTH DIKE ° = THE ENTRANCE. IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES MAY BE CONSTRUCTED CS-6) MAINTENANCE: ©SS-5) 100%+: CONTACT ENGINEER FOR GUIDANCE. (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) XfILF- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF GFATF 10, - MIN. SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS 'DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE"ISSUE/REVISION"BLOCK ABOVE.THEY MAY NOT BE USED FOR ANY OTHER (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL BLUE BOOK FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL RADIUS PLACED OVER ENTIRE AREA TO BE COVERED WITH AGGREGATE CONDITIONS DEMAND AND REPAIR ANDOR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT N'PURPOSE,NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK,WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS,PLLC.ONLY DOCUMENTS LABELED AS"ISSUED FOR / CONSTRUCTION"MAY BE USED FOR SAME.USER SHALL HOLD JARRETT ENGINEERS,PLLC HARMLESS AND DEFEND JARRETT ENGINEERS,PLLC FROM ANY UNAUTHORIZED USE." (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) (SEE NOTES} SPILLED, DROPPED,WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. ') CS-7) WASHING: � a ry ENVIRONMENTAL CONTROLS EC1 PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED TO PREVENT TRACKING WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. ,t��' �, ONTO HIGHWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN RESIDENTIAL DEVELOPMENT APPROVED SEDIMENT TRAPPING DEVICE. ELISA & GLENN SCHNEIDER © CONSTRUCTION ENTRANCE CS-8) INSPECTION: } � ul 19 OLD WEST MOUNTAIN ROAD PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN I QUEENSBURY, NEW YORK S U E*10 J� Fo� R '4 \. • 1 � SEDIMENT CONTROL BARRIER (SHEET FLOW) uu 6"'"I"RUCT uu '� 'O� N I Ao� N i� JARRETT Engineers, PLLC \ EC 1 SCALE: N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: X• X• X• X, X, X• X, X• X• X• X• X • 03/02/21 2 ADDRESSEDT TOWN ENGINEER COMMENTS RE-I UED FOR CONSTRUCTION' H. THOMAS JARRETT Civil 8a Environmental Engineering - NO CHANGES THIS SHEET P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) ADDRESSED TOWN ENGINEER COMMENTS & 'ISSUED FOR CONSTRUCTION' COPYRIGHT @ 2020 PHONE: 518 (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL 01/29/21 UPDATED DETAILS FOR COMPLIANCE W/ NYSSSESC BLUE BOOK ( ) 7 92-2907 "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW ONLY COPIES OF THIS DRAWINGWITHA 12/07/2020 ABLUE SEAL SHALL BE CONSIDERED TRUE SEPTEMBER 2020 PRO # 19-015 SHEET: 10 OF 10 AND VALID DATE REV # ISSUED / REVISIONS ALTERATION OF THIS DOCUMENT EXCEPT BASESHEET: 22 x 34 PLOTTED/REVISED.-03/02/21 10:30 AM BY A LICENSED ENGINEER IS UNLAWFUL.