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16050 170323 AAH SW Plan (11x17) GENERAL NOTES: G-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN & STEVES LAND SURVEYORS, -MAP OF A TOPOGRAPHIC SURVEY MADE FOR GLENDENING REALITY, LLC". TOWN OF QUEENSBURY, WARREN I STORY COUNTY, NEW YORK. NOVEMBER 27, 2016. WOOD FRAME HOUSE n I D I m r ri I D W m I I 195 I \ I 199 198 196 197 I I 200 ASPHALT ASPHALT 200 (EMPLOYEE PARKING) CRUSHED STONE (EMPLOYEE PARKING) 198 I 199 SLATE Cy / CONC. PAD � �0 w I J /� 0 "ADIRONDACK ANIMAL HOSPITAL"/ I EXISTING 0 LANDSCAPED BEDS SIGN V w J w S 199 a Q I 200 � I o � o � a 198 a OasPHALT NOT FOR CONSTRUCTION D o ' 197 I o z 0 0 99 3-23-17 DA SUBMITTED TO QUEENSBURY FOR SITE PLAN REVIEW a 0 o DATE REV# ISSUED/REVISIONS 1 _ ,,�r�,rHOT�o�oRoao„�R -- -- -- -- -- -- 198 oau� NW ' OF NElyy EXISTING SITE C1 9��/ RES IDENCE P SJA9o�� ADIROFACILITY NDACKANPGRADESPITAL RIDGE2 R QUEENSBURY,NEW YORK / SS1�P� JARRETT Engineers, PLLC EXISTING CONDITIONS CivilB EnvironmentalEngineering SCALE: SEE GRAPHIC SCALE H.THOMAS 5750 RETT I GRAPHIC SCALE P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. COPYRIGH,—17 PHONE:(518)792-2907 20 0 10 20 40 80 = EAEo=E MARCH 2017 PRO#16-050 SHEET:1 OF 4 I (IN FEET) BASESHEET:22x34 PLOTTED/REVISED:03/23/1710:-- GENERAL NOTES: G-1) STORMWATER DESIGN (ONLY) BY JARRETT ENGINEERS. SITE DESIGN BY JMZ ARCHITECTS & PLANNERS, P.C. I I 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. I vl r1rn I 1 INFLTRA710N/lIEIEMION BASIN Town of Queensbury Stormwater Management 1 SHAPE Stormwater Management Calculations: MAY BE ADJUSTED TO SUIT 01 Permit Basis: FIELD CONSTRUCTION & FOR Area of Disturbance <1 Acre m I SPLIT RAL FENCE ALONG AESTHETICS, BUT THE MINIMUM PROPERTY LINE \BE 3500 CF New Impervious Area 13806 sf NEW NAT VE EVERGREEN NA3 E TREES ALONG RIDGE ROAD (2) E11Qi0REEH5 Impervious Areas: ._L_. _ .G- srsrThr-�e�k t ,x, x z x x x z x x x x x x x -199- - WEIR Description Pre-existing(sf) New sf Total Area(SF) LANDSC(ApP�EyD�ESW#ALEE + / - 198 - _ 199 -----/ 1^a.e ` 197 X 198_---U5-_195 MIN REf�MION Vbl.e D1 k( I I / r �l/ 199.30' i `- --_ 1p7- Structures: 1250 I I 1 1 _ / �� \ -_-_197" ___ Principal Bldgs(Exist Bldg Sheds Runoff to Rear of Site) 0 sf ( 199.38' 199 \ --1 I I OtherStructures newfo er 0 625 625 sf I I X 199.35' ,� 1 ( 19C -t95_-\ 1 1 1 1 ( Y ) 1 1 1 9 45 200ly�Ii►,1 I ( -1fµ1 1 1 11 1 Subtotal 625 625 sf 1 1 199.35' 1 1 1 1 I 1 1 1 1 1 I X - I I I I ( Other Impervious Areas: PROPOSED SEDBENf 1 1 1 1 99 �1 1��^-_ I I I \y Existing Driveway 3500 3500 sf CGMTRGL GARNER EC 197.80' 199.53--1195_ / I I I I I 0 5' vl --_1yg�^�__ -_/ New Parking Area 0 13181 13181 sf SOIL BQZwI M I I I 1 �l�_____197 Subtotal 3500 13181 16681 sf WITH NATNE SHRUBS �1 I I I CUSTOLER CUSTOMER -198 pervious: 3500 13806 17306 sf 'll � I PARKING ,9 Total lm FOR SGxREERING = / _I 1 I PARKING (ASPHIALT) 99.40' 199.20' 198.85' 1 1I 199.80' Required Retention/Infiltration: ��hu1� 1 1 1 PROTECT n NG CONsrRucnaft (MINIMIZE 901E DISTURBANCE I I 1 1 1 �I ° HAL Basis of Total Read // I WITHIN CROWN UNITS) +199.70 0 +19980'+199.70' Impervious Area: SF 50'99. Calculation Retention(CF) +,99.s0' Existing Impervious Areas: 3500 .5"/sf 146 cf X200.10' +200.05 New Foyer Roof: 625 1.5gal/sf 125 cf 198 199 SLATE New Driveway: 13181 .4cf/sf 5272 cf 199.50' C�B�F ,99.ao +200.30' co c. PAD Total Retention Required 5544 cf 43' X20R 0.29• Total Retention 1 � �2oo.s4' Retention/infiltration Proposed: Type of Device LANDSCAPED SWALE /� +200.58- i}200.58' 4200 C F MIN. RE=X2* D1 x i� ® ° +200.53' Device#1:Swale Along Ridge Rd landscaped swale(infiltration) 1157 cf 1180 OF - xi1 1 ° o ADS*'EDGE DRAIN" Device 42:Swale new parking are; landscaped Swale(infiltration) 1233 cf X "ADIRONDACK ANIMAL HOSPITAL" 1 ° o o 0050 WAY UNDER Device 43:Retention Basin landscaped retention/infiltration 3498 cf X �� ° 200.73 Total Stormwater Management Provided. s888 cf +1 ♦ 200.43+ I `ADS*'EDGE DRAIN'WD FLAT ExIATINC �� 200 LANDSCAPED UNDER NEW ASPHALT PAVING; AICN ." \ 199. BEDS BUILDING EDGE DRAIN TO START IN 00.38' 199.30' IMPR04EEN15 LAIDSCAM BED AND TERMINATE W U % I ( j N GREEN SPACE ON WEST SIDE + 1 ! 199 200.43'+ zooU LANDSCAPED BERM .3 OF ENTRANCE DME REQUIRED ) %I �i/ 200.58'+ FOR STORM1101ATER CONTAINMENT x r 0 200.6' 1 o SITE GRADING SWILL FOLLOW PROPOSED I ii: 98CONTOURS AND SPOT ELEVATIONS SHOWN. EXISTING MAPLE TREES 11� 97 OASPHALT 00.2 SHOULD DOSTING UTLIT�. PLAtI TO TO RE PROTECTED X REQ". �� BECOME NOT FOR CONSTRUCTION DURING CONSTRUCTION, is o� ° 199. PER OWNER'S DIRECTIVE / E111DENT, CONTACT ENGINEER EDIATELY. � x 1_ +199.90' J 197 X 1 d 1\ o \ 3-23-17 17SUBMITTED TO QUEENSBURY FOR SITE PLAN REVIEW #I 198 fa, k DATE REV# ISSUED/REVISIONS o 0-- �e �' oes�n-1.-Useoomxaoa„�osesre ....smMewcK.,Bove,10-anxnoreeoseoaoa.,mo„�a 0 � �vuerrroesmxwoee,wrrxouTTxewe�r�roi�c ° aDHAWINU so' - ��pF NEFyy GRADING &STORMWATER PLAN CZ o 63 ADIRONDACK Sqq0�� FACILITY UPGRADES >- 197 RESIDENCE ADIRONDACK ANIMAL HOSPITAL RIDGE RD. 2 ` 4 2 QUEENSBURY,NEW YORK FEss1oNP�� JARRETT Engineers, PLLC �n GRADING &STSCAORMWATER PLAN Civil,%Environmental Engineering U SCALE: SEE GRAPHIC LE H.THOMAS JARRETT GRAPHIC SCALE P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. 1 COPYRIGHT©2017 1 PHONE:(518)792-2907 20 0 10 20 40 80 eoEe�, EAEo=E MARCH 2017 PRO#16-050 SHEET:2 OF 4 (IN FEET) BASESHEET:22 x 34 PLOTTED/REVISED:03/23/1710:30 AM SEE GRADING & STORMWATERPLAN FORSCREENING ING TURE—VEGETATE DISTURBED AREA FOR SCREWITH LOW MAINTENANCE REQUIREMENTS NATIVE GROUND COVERS SEE GRADING & STORMWATER PLAN FOR SIZE & LOCATION iff GRADING X\ /\/\/�\//\\///ST IRMWATERDPLAN \ 1 LANDSCAPED SWALE D 1 SCALE: N.T.S. LANDSCAPED SWALE&INFILTRATION/RETENTION BASIN PLANTING SPECIFICATIONS 1. PLANTING PLAN BY OTHERS. 2. ALL PLANTS SHALL BE NATIVE OR NATURALIZED TO NORTHERN NEW YORK STATE, AND NON—INVASIVE. ALL PLANTS SHALL CONFORM TO 'AMERICAN STANDARD NURSERY STOCK" STANDARDS AND SHALL BE FROM CERTIFIED NURSERIES. 3. ALL PLANTS SHALL BE PLANTED AND MAINTAINED PER NURSERY SUPPLIER'S RECOMMENDATIONS. 4. PLANTING SHALL OCCUR DURING MAY—JUNE OR SEPTEMBER—OCTOBER AND SHALL BE GUARANTEED FOR MINIMUM OF 1 YEAR. PLANTS SHALL BE WATERED AS RECOMMENDED BY NURSERY SUPPLIER UNTIL ESTABLISHED. 5. 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. 6. RECOMMENDED PLANTINGS (UNLESS OTHERWISE CALLED FOR ON PLANTING PLAN): 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, COMMON SPICE BUSH, ARROWWOOD VIBURNUM, BAYBERRY, YELLOW LOOSESTRIFE (NOT PURPLE), SKUNK CABBAGE, NEW YORK ASTER, BLUE VERVAIN, OR APPROVED OTHERS. 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, OR OTHERS AS APPROVED. SEE GRADING & STORMWATER PLAN FOR SIZE& LOCATION NATIVE OR NATURALIZED GRASSES MAY BE SUBSTITUTED FOR RAIN GARDEN PLANTINGS S SITE L 6'-18'AMMENDED SOIL MEDIA(AS REQUIRED): FOR EXAMPLE COARSE SAND Ext CLAY CONTEN "�. 5Zt SANDY TOPSOIL OF AN AVERAGE Of NOT FOR CONSTRUCTION 5xt ORGANIC FREE Of STONES, ROOTS, WOODY DEBRIS AND ANIMAL WASTE) 3-23-17 7A SUBMITTED TO QUEENSBURY FOR SITE PLAN REVIEW DATE REV# ISSUED/REVISIONS 2 INFILTRATION/RETENTION BASIN °l°lw��-1-R � °"�°w x�s��� �"e°°"�°�. �r""r"�-°I°"°"""°�R �o�T��wemax 02 SCALE: N.T.S. coNSTauc�oN�v a���EOR��.��RSxaEE xoEo,,aRR��No,N��Rs,PEEoxaRM�ssallo o��No,,aRa�Tr�No,��Rs,P��o EROMa�:uNau�oR��ou�, OF NElvy STORMWATER CONSTRUCTION DETAILS D1 Co S�qq q� FACILITY UPGRADES INFILTRATION/RETENTION BASIN MAINTENANCE NOTES: * ADIRONDACK ANIMAL HOSPITAL O w RIDGE RD. SEDIMENT: 2 ` QUEENSBURY,NEW YORK SEDIMENT ACCUMULATIONS OR HEAVY ORGANIC MATTER TO BE REMOVED AS NECESSARY. OUTLETS TO BE CHECKED FOREROSION AND THEASTORMWATERUPGRADED DEVICE. SOON AS POSSIBLE. APPROPRIATE ELEVATIONS TO BE MAINTAINED ON ALL FEssIONP\'� JARRETT Engineers, PLLC VEGETATION: H.THOMAS JARRETT Civil,%Environmental Engineering PLANTINGS TO BE PERMANENTLY MAINTAINED IN HEALTHY CONDITION. THE PROPERTY OWNER IS RESPONSIBLE FOR P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. REGULAR WEEDING, IRRIGATION, PRUNING, AND OTHER PERMANENT MAINTENANCE OF ALL PLANTINGS AS NEEDED. COPYRIGHT©2017 PHONE:(518)792-2907 —E.— EAEo,�oE MARCH 2017 PRO#16-050 SHEET:3 OF 4 AL—ONO-8 Docum—c BASESHEET:22x34 PLOTTED I REVISED:03123117 10:30 AM EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS WD TIGHT EROSION&SEDIMENT CONTROL: END TO END, PERPENDICULAR TO DIRECTION Of FLOW GEOTEMLE FABRIC: FILTER X, MIRAFI 100x, STEEL OR 2" x 2" ES-1) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO STABILENKA T140N, OR EQUIVALENT; OVERLAP HARDWOOD POSTS CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE SCHEDULE A PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. AY TIE JOINTS 6" MINIMUM PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. - �F,-ON 24" (MAX.) TYP. AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2 LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER SOIL, AND NO LAND 3 NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND �- �� ) COVER/ y' TYPICAL DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND MAINTAIN LOG/REPORT BOOK. <�� � TIE POINTS SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF HARD SURFACE THE PERMITTING AUTHORITY. (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN '�'�'' � BE FOUND AT: http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE ES-3) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY 1--5' MAXIMUM--I*1 \4TO POSTS O LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FABRIC TO FENCE MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK'); LATEST EDITION STEEL OR WOOD POST WITH BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP-RAP, NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS 2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF WOVEN WIRE FENCE STRUCTURES. TANK CONTENTS; AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT (14.5 GAUGE MIN.; MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. 6" MESH SPACING AS REQUIRED) ES-4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, 1'-4" �1'-4" TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED SHEET FLOW DRAINAGE FLOW WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION FLOW MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL n n n A ,1 1'-8" <—FLOW STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. ISI ISI ISI 8 4' MIN.--\ g FLAW 1 `Y? �i + (MIN) ES-5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL �A {� GEOTEXTILE FABRIC GRAIN ROCK MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS �4' MIN. 1 �� MEDIUM RIP RAP (IYP.) '!�� ��%� /���%� !���% \� COMPLETE AND ESTABLISHED. GEOTEXTILE FABRIC BUTT BALES TOGETHER, 4"x6"TRENCH ���`�^��� � NON-WOVEN GEOTEXTILE FABRIC 1'-4" WITH COMPACTED BACKFILL 1'-4" ES-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING I.E.: NO GAP IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOTES: NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT GEOTEXTILE FABRIC WRAPPED DIKE CONSTRUCTED USING AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. AROUND HAY BALES, AS SHOWN ABOVE ORIGINAL GRADE CRUSHED STONE AND LIGHT 1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR RIP RAP ES-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 2" x 2" HARDWOOD STAKES OR RE-BARS SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ DRIVEN FLUSH WITH BALE; 2 STAKES ENGINEER FOR APPROVAL. PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED NOTES: 2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ES-8) EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY 1 OF CONSTRUCTION UNTIL FINAL 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL Of SHEET FLOW SITE STABILIZATION TO PREVENT EROSION; OPTIONS INCLUDE: 4" MIN. DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A 3) MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER 8" MIN (TYP) DRAINAGE DITCH; If USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. ON A SLOPE: SLOPE STEEPNESS MAX.SLOPE LENGTH CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED. OVERLAP FABRIC B) MULCH WITH STRAW, BARK MULCH, STONE, ETC. O STAKE 2) "A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER 2:1 25 FT C) APPLY EROSION CONTROL MATTING. FOR PERMANENT EARTH DIKES. 3:1 50 FT D) OTHER, AS APPROVED BEDDING DETAIL 3) "B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT Of ADJOINING 4:1 75 FT NOTES: GROUND OR MAXIMUM 18" HIGH. 5:1 OR FLATTER 100 FT EARTHWORK&TURF ESTABLISHMENT: 1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. EARTH DIKE SEDIMENT AS NEEDED; 9" (MAX.) RECOMMENDED STORAGE HEIGHT. ON THESE PLANS OR BY OWNER. 2) HAY BALE DIKES MAY 8E USED FOR TEMPORARY (180 DAYS MAXIMUM) 5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH EROSION CONTROL. CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. (GRASS AT OTHER NATIVE/NATURALIZED GROUADERIALS A CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. STRAW BALE DIKE COMPOST 2"X2" WOODEN STAKES ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE FILTER SOCK PLACED AT 10' D.C. SILT FENCE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. WWWWWWW ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED DITCH STABILIZATION GUIDELINES BY THE TOWN. 1' (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS A Qj'7gj7q��b �F m MIN. NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY ��gcb',�� `�� 8�4' MIN.--A SECTION VIEW CONTOUR DEPENDING ON SITE CONDITIONS) �FLOVI 1 � � DS-1) 0-6%: SEED & MULCH �4' MIN. l 1/I MEDIUM RIP RIP (TYP.) \ DISTURBED AREDS-2 6-10%: SEED & MULCH W TEMPORARY EROSION CONTROL MATTING NON-WOVEN GEOTEXTILE FABRIC (EX. NORTH AMERICAN GREEN MODEL- P300 OR APPROVED EQUIVALENT) 9 a.� ' DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION DIKE CONSTRUCTED USING l CONTROL MATTING ORIGINAL GRADE CRUSHED STONE AND LIGHT _ _ _ (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) NOTES: RIP RAP ■ DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL Of SHEET FLOW DRAINAGE ON MODERATE - - - - • (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; If USED AS A CHECK DAM, OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED OVERFLOW OVERFlW CAPABILITY. 2"X2" WOODEN • COMPOST FILTER CHANNEL) STAKES PLACED SOCK UNDISTURBED2) "A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH 10' D.C. AREA (GUIDELINES STABILIZATION GUIDELINES DIKES. PLAN NEW (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY 3) "B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT Of ADJOINING GROUND OR MAXIMUM DEPENDING ON SITE CONDITIONS) 18" HIGH. 1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS Of THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT SS-1) 0-25%: SEED & MULCH 4) SEDIMENT TO BE REMOVED WHEN 25X Of THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. BYPASS FLOW. 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES 2.) DIAMETERS DESIGNED FOR USE SHALL 8E 12'-32' EXCEPT THAT 8" DIAMETER (EX.2NORTH 25-33%:NORTHREENL MODEL-TS7159N OR APPROVED PORARY EROSION OEQUIVOALET)TING NOT FOR CONSTRUCTION SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES. SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION STONE DIKE 3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2" X 2"WOODEN STAKES CONTROL MATTING ON SLOPES 3-23-17 0 SUBMITTED TO QUEENSBURY FOR SITE PLAN REVIEW (EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT) DRIVEN 12" INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE Of THE SOCK. DATE REV# ISSUED/REVISIONS (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED (LOWS) 4) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED SLOPES 50-100%: SEED & MULCH w/ PERMANENT EROSION CONTROL MATTING ON sPao�Eows�oaTOR ffsoE o" x�o EoowxRoa �o E�c��ow E�s Ei��Me o K�o E. �x x"oro EORoa mo�R (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL �,�oss,"oR,"�oRPo�„�o,"a"Ps"ssse"s�oss,""woRx,woo"T�swR,,,E"�"ss"Toy"aRR�s"","ssRaP"moo""Pooa���s�oas,ssuso�oR "BLUE BOOK" FOR OTHER METHODS Of EROSION AND SEDIMENT CONTROL THE FOLLOWING LIMITS (EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) "s moo" Pss sso oRsa ssRssa so"o"� sTTs" sRs,P"" saRM�ssa"oos "o"aRR s" "ssRs,P"" R MSP "a oR�o s (CONTACT ENGINEER PRIOR TO MAILING SUBSTITUTIONS) DIAMETER sLaPE7 SS-5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON OF NE ENVIRONMENTAL CONTROL DETAILS (IN.) 2 5 10 20 25 33 50 SLOPES '�F' wy EC1 a 300 200 100 50 40 30 20 ,LQ' S D,Q 12 375 250 125 as 51 40 25 (EX. NORTH AMERICAN GREEN MODEL: C125BN OR APPROVED EQUIVALENT) CIO �q,9 FACILITY UPGRADES 1a soa 275 1 150 1 70 1 55 1 45 30 (OR OTHER APPROVED STRUCTURAL MEASURES) * ADIRONDACK ANIMAL HOSPITAL 24 650 325 1 200 1 130 1 100 1 60 35 32 800 425 1 275 1 150 1 120 1 75 50 0 RIDGE RD. 2 ` 2 QUEENSBURY,NEW YORK COMPOST FILTER SOCK N o 5� ��" FE3810NPV JARRETT Engineers, PLLC (CONTRACTOR MAY USE ANY Of DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL Of SHEET FLOW ONLY) H.THOMAS JARRETT Civil,%Environmental Engineering (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS Of EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. 1 SEDIMENT CONTROL BARRIER (SHEET FLOW) COPYRIGHT©2017 PHONE:(518)792-2907 EC 1 SCALE: N.T.S. s oEs AEo"oE MARCH 2017 PRO#16-050 SHEET:4 OF 4 SHEET FLOW BARRIER DEVICE SYMBOL: x x x x x x x x x x x x BASESHEET:22x34 PLOTTED I REVISED:03/2311710:30 AM