Maps & Details10.2'
101
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'28.4'20.0'TP-1PT-2PT-2SLOPE = 9.8%100.0' MIN.FFE: 513.7'131.0'
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506 509506 510508505511511505EX. SLOPE = ±15%EX. SLOPE = ±15%EX. SLOPE = ±15%510509508507506503502501500
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504503 503502501 50424.0'SLOPE = ±2%PROJECT SITETAX MAP ID: 290.-1-48CH
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D LEGENDEXISTING CONTOURSETBACKAPPROX.TEST PIT LOCATIONPT-1TP-1 PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOURAPPROX. PERCOLATION TEST LOCATIONEXIST. STONE WALLPROPERTY LINELIMITS OF DISTURBANCESILT FENCEDRAWING NO.PROJECT NO.PROJECT
DRAWING TITLEDATE:REVISIONS
DATE DESCRIPTION STUDIO ALANDSCAPE ARCHITECTURE +ENGINEERING, DPCMAILING:PO BOX 272SARATOGA SPRINGS, NY 12866OFFICE LOCATION:480 BROADWAY, SUITE 324SARATOGA SPRINGS, NY 12866(518) 832-4005IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER,ARCHITECT, LANDSCAPE ARCHITECT, OR LANDSURVEYOR, TO ALTER ANY ITEM IN ANY WAY.IF AN ITEM BEARING THE STAMP OF ALICENSED PROFESSIONAL IS ALTERED, THEALTERING LICENSED PROFESSIONAL SHALLSTAMP THE DOCUMENT AND INCLUDE THENOTATION "ALTERED BY" FOLLOWED BY THEIRSIGNATURE, THE DATE OF SUCH ALTERNATION,AND SPECIFIC DESCRIPTION OF THEALTERATION.01/14/202120054LEUCI RESIDENCE
277 CHESTNUT RIDGE ROAD
QUEENSBURY, NY 12804
FOOTHILL BUILDERS
9 MOUNTAINSIDE DRIVE
QUEENSBURY, NY 12804DWG OFPREPARED FOR
10/28/2020 PERMITS&CONSTRUCTION
01/14/2021 SITE PLAN REVIEW 1,500 GAL. PRECAST CONC.SEPTIC TANK. SEE DETAIL#1, C-2.00.4"Ø SOLVENT WELDED SCH.40 PVC SEWER PIPE. SLOPE@ MIN. 1/4"/FT. FROMHOUSE TO SEPTIC TANK.4"Ø SOLVENT WELDED SCH. 40PVC SEWER PIPE. SLOPE @ MIN.1/4"/FT. WITH MAX. 45° BENDSFROM SEPTIC TANK TO SYSTEM.PROPOSED LOCATIONOF RESIDENCEPROPOSED GRAVEL DRIVEWAYEXTENSIONEXISTING GRAVEL DRIVEWAYEXISTING POTABLE WATER WELL4"Ø WASTEWATER TREATMENT SYSTEM VENTW/GOOSENECK AND BIRD SCREEN 3'-0" ABOVEGRADE PER MANUFACTURER'S GUIDELINES.FIELD LOCATE AS DIRECTED. MAINTAIN MIN.1/8"/FT. SLOPE BACK TO ADVANCEDENVIRO-SEPTIC UNITS.11'-6"W X 51'-0"L WASTEWATERDISPOSAL BED W/ (7) ROWS OF50'-0" ADVANCED ENVIRO-SEPTICPIPE AS MANUFACTURED BYPRESBY ENVIRONMENTAL, INC.SEE DETAIL #3, C-2.00.4"Ø SCH. 40 PVC RAISED CONNECTIONBETWEEN PIPE ROWS, TYP.SEE DETAIL #2, C-2.00.WASTEWATER TREATMENT SYSTEM NOTES1.THE ON-SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A GRAVELLESSMEDIA-WRAPPED CORRUGATED PIPE ABSORPTION BED SYSTEM UTILIZING ADVANCED ENVIRO-SEPTIC(AES) PIPE AS MANUFACTURED BY PRESBY ENVIRONMENTAL, INC., WHITEFIELD, NH. THE BASIS OFDESIGN FOR THE SYSTEM IS AS FOLLOWS:NUMBER OF BEDROOMS5DESIGN WASTEWATER FLOW RATE550 GPDDESIGN PERCOLATION RATE1-5 MIN/INSEPTIC TANK MIN. CAPACITY1,500 GAL (NO SPAS OR GARBAGE GRINDERS)SEPTIC TANK CAPACITY PROVIDED1,500 GAL (NO SPAS OR GARBAGE GRINDERS)MIN. SYSTEM SAND AREA REQ'D579 SQ. FT.SYSTEM SAND AREA PROVIDED586.5 SQ. FT. (11'-6"W x 51'-0"L)AES PIPE REQ'D5 BR * 70 LF/BR = 350 LFAES PIPE PROVIDED350 FT (7 ROWS @ 50 LF OF PIPE)PLUMBING FIXTURESMAX. 1.6 GAL./FLUSH WATER CLOSETS2.THE AES PIPE WASTEWATER TREATMENT SYSTEM SHALL BE INSTALLED BY A CONTRACTOR CERTIFIEDBY PRESBY ENVIRONMENTAL, INC. TO PERFORM RESIDENTIAL SYSTEM INSTALLATIONS IN NEW YORKSTATE.3.ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT ACCORDANCE WITH THESYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, ADVANCED ENVIRO-SEPTIC (AES)INSTALLATION GUIDELINES AND WITH ALL N.Y.S. DEP'T. OF HEALTH AND TOWN OF QUEENSBURYREQUIREMENTS.4. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF DRAINS, WATER TREATMENT SYSTEM BACKWASH AND NON-CONSERVING WATER FIXTURES IS PROHIBITED. ADDITIONALLY, LAWN IRRIGATION SYSTEMS SHALL NOT BE INSTALLED ABOVE THE WASTEWATER ABSORPTION FIELD.5. THE SEPTIC TANK SHALL BE A PRECAST CONCRETE NON-TRAFFIC TYPE UNIT WITH SANITARY TEES ORBAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY SHALL BE AS SHOWN. FOR TWO-PIECETANKS, PROVIDE SEALANT PER MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK SECTIONS.THOROUGHLY CLEAN JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT. IF AIR TEMPERATURE ISBELOW 65°F., WARM SEALANT TO A PLIABLE CONDITION. SET TANK LEVEL ON NO. 2 CRUSHED STONEAS INDICATED.6. THE EXTERIOR SURFACES OF THE SEPTIC TANK SHALL BE THOROUGHLY COATED WITH THEMANUFACTURER'S STANDARD ASPHALT WATERPROOF COATING.7. BUILDING AND GRAVITY SEWER PIPING AND ALL PIPE AT THE AES DISPOSAL FIELD SHALL BE SOLVENTWELDED SCH. 40 PVC PIPE. INSTALL SEWER PIPING AT A UNIFORM SLOPE BETWEEN DESIGNATEDLOCATIONS WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL SEWER PIPING SHALL BE 1/4"/FT.(2%) UNLESS OTHERWISE INDICATED.8. NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS OF THETREATMENT SYSTEM AFTER FILL BOTH DURING OR AFTER CONSTRUCTION.9. PLACEMENT OF SYSTEM SAND AND AES PIPE SHALL BE AS SHOWN AND CARE SHALL BE TAKEN TOAVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND AND PIPING.10. AFTER EXCAVATING THE ABSORPTION BED AREA TO THE DEPTHS REQUIRED, THE WALLS AND FLOORS OF THE BED AREA SHALL BE CLEANED AND RAKED TO ACHIEVE AN EVEN SECTION AND TO LOOSEN SMEARED AREAS.11. SYSTEM SAND SHALL CONFORM TO THE FOLLOWING PERCENTAGE AND QUALITY RESTRICTIONS:-NO STONES OVER 3/4" IN DIAMETER.-35% MAX. RETAINED BY A #10 SIEVE-40-90% RETAINED BY A #35 SIEVE-MAXIMUM 3% OF TOTAL SAND MAY PASS THROUGH #200 SIEVE-ASTM C-33 OR NYSDOT 703-07 SAND MAY BE ACCEPTABLE PROVIDING NO MORE THAN 3%PASSES A #200 SIEVE WHEN WASHED.12. TOPSOIL AND SEED THE TREATMENT SYSTEM AREA AND ALL OTHER DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION.13. HIGH AND LOW VENTS ARE REQUIRED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.THE LOW VENT IS AS DETAILED ON THESE DRAWINGS. THE HIGH VENT SHALL BE THE STANDARD ROOF(HOUSE STACK) VENT CONNECTED TO THE PLUMBING DRAIN LINES FOR THE BUILDING. TO ENSUREADEQUATE VENTILATION A HOUSE TRAP OR ANY OTHER OBSTRUCTION IN AIR FLOW SHALL NOT BEINSTALLED IN THE BUILDING PLUMBING VENT SYSTEM. ROOF VENTS SHALL HAVE A MINIMUM DIAMETEROF 3".14. NOTIFY THE ENGINEER AT THE FOLLOWING PHASES OF CONSTRUCTION:- UPON COMPLETION OF THE AES PIPE AND SYSTEM SAND INSTALLATION, PRIOR TO BACKFILLINGTHE SYSTEM.15. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF AS-BUILTCONDITIONS INDICATING A MINIMUM OF TWO TIE DIMENSIONS FROM ADJACENT CORNERS OF THERESIDENCE TO THE SEPTIC TANK INLET AND OUTLET COVERS, AND EACH CORNER OF THE LEACHFIELD.TEST PIT AND PERCOLATION TEST LOGTEST PIT (TP-1)0" TO 8" TOPSOIL & ORGANICS8" TO 20" REDDISH BROWN SANDY LOAM20" TO 36" MEDIUM BROWN, WELL-GRADED, SANDY GRAVEL36" TO 84" VERY COMPACT FINE SAND (HARD PAN)NO BEDROCK OR GROUNDWATER ENCOUNTEREDROOTS OBSERVED DOWN TO 20" BELOW EXIST. GRADEPERC. TEST (PT-1) STABILIZED PERC. RATE = 2 MIN. 28 SEC.TEST AT ±15 IN. BELOW EXIST. GRADEPERC. TEST (PT-2) STABILIZED PERC. RATE = 2 MIN. 8 SEC.TEST AT ±12 IN. BELOW EXIST. GRADETEST PIT NO. 1 WAS EVALUATED AND WITNESSED BY MATTHEW E. HUNTINGTON,PE ON SEPTEMBER 30, 2020.PERC. TESTS NO. 1 AND 2 WERE PERFORMED BY MATTHEW E. HUNTINGTON, PEON SEPTEMBER 30, 2020. C-1.00SITE LAYOUT PLAN & NOTES2LOCATION MAPSCALE: 1" =600'1SITE LAYOUT PLANSCALE: 1" = 20'1020400201 inch = 20 feetGRAPHIC SCALE14PROPOSED LOCATION OF POTABLEWATER WELL. SEE DETAIL #4, C-2.00.NOTE: COORDINATE HOUSE SEWERPIPE INVERT ELEVATION AT HOUSEFOUNDATION TO PROVIDE GRAVITYFLOW TO AES PIPE. MIN. GRAVITYSEWER PIPE SLOPE SHALL BE 14"/FTAT ALL LOCATIONS.DIG SAFE NOTE:THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS.UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THECONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORKAND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BEREMOVED IN THIS PLAN SET.STORMWATER MANAGEMENT NOTES1.STORMWATER CONTROL MEASURES SHALL BE INSTALLED AS INDICATED ONTHESE DRAWINGS TO MANAGE STORMWATER RUNOFF FOR THE 25-YEARSTORM EVENT VOLUME THAT IS GENERATED FROM NEWLY CREATEDIMPERVIOUS AREAS.2.DETENTION BASIN AREA SHALL BE SEEDED WITH SEED MIX THAT INCLUDES70% CREEPING RED FESCUE AND 30% BLEND OF SHADE-TOLERANT FESCUE.SEED MIX LBS/1,000 SQ. FT. SHALL BE COMPLIANT WITH NYS STANDARDSAND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, PAGE 4.46.3.ANY LITER PRODUCED ON-SITE DURING THE COURSE OF CONSTRUCTION,INCLUDING CONSTRUCTION DEBRIS, SHALL BE PICKED UP EACH DAY ANDDISPOSED OF IN SOLID WASTE CONTAINERS. THE CONTRACTOR SHALLPROVIDE SECONDARY CONTAINMENT FOR ALL FUEL AND PETROLEUMTEMPORARILY STORED ON-SITE.4.PRIOR TO COMMENCING ANY LAND CLEARING, SILT FENCE SHALL BEINSTALLED IN ACCORDANCE WITH THESE DRAWINGS. THE CONTRACTOR ISREQUIRED TO MAINTAIN AND REPLACE AS NEEDED ALL SILT FENCETHROUGHOUT THE COURSE OF CONSTRUCTION.5.ALL EXPOSED SURFACES NOT COVERED WITH PAVING, STRUCTURES, ORSIMILAR FINISHES SHALL BE COVERED WITH TOPSOIL AND SEEDED TOESTABLISH TURF COVERING IMMEDIATELY FOLLOWING THE COMPLETION OFCONSTRUCTION.6.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTEDPERIODICALLY BY A QUALIFIED INSPECTOR IN ACCORDANCE WITH PART IV.OF THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION GENERALPERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY,GP-0-20-001.STORMWATER DETENTION BASIN.SEE STORMWATER MANAGEMENTNOTE #2.PROPOSED LOCATION OFACCESSORY STRUCTUREGRASS LINED SWALE.SEE DETAIL #2, C-2.10.ROOF LEADER (TYP.)MAP REFERENCE:BASE SURVEY INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR JOSEPHG. LEUCI & JILL E. LEUCI, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OFNEW YORK" PRODUCED BY RUSSELL E. HOWARD LICENSED LAND SURVEYING, DATEDSEPTEMBER 28, 2020. SUPPLEMENTAL FLOOD ZONE INFORMATION WAS ADDED ON10/28/2020 BY RUSSELL E. HOWARD LICENSED LAND SURVEYING.deckSILT FENCE (TYP.)±149 LFSILT FENCE (TYP.)±95 LFSILT FENCE (TYP.)±108 LFSILT FENCE, ±35 LFSEE DETAIL #3, C-2.10.SILT FENCE (TYP.)±108 LFLIMITS OF DISTURBANCE,±25,437 SQ.FT.T/BERM = 503.5'2.00' LONG STONE WEIROUTLET. CREST EL. 502.25'SEE DETAIL #1, C-2.10.SILT FENCE (TYP.)±60 LFSILT FENCE (TYP.)17 LFSILT FENCE (TYP.)14 LFEX. STONE WALL TOREMAIN IN PLACE
NOTES:C OPENINGLC OPENINGLFINISH GRADE, TYP.MANUFACTURER'S STANDARDOPENING AND COVER, TYP.INLET INVERT EL. MIN. 2"ABOVE OUTLET INVERT.#2 CRUSHED STONEPLACED ON AND WRAPPEDWITH GEOTEXTILE FABRIC.6" (TYP.)D=30" MIN.8"LIQUID LEVEL6"UNDISTURBED SOIL.12" MIN.(TYP.)8" MIN.(TYP.)FLOWFLOWSANITARY TEE.L0.3 LD/3 2"1'-4"MIN.MIN.1.2.INVERT OF SLOT OR HOLESCONNECTING CHAMBERS OFDUAL CHAMBER TANKWALL FOR DUAL CHAMBER TANK.SEE NOTE BELOW.FOR DUAL CHAMBER TANK, WALL SHALL HAVE A 4"V. x 18" WIDE SLOT, OR(4) 4"Ø HOLES, INVERT LOCATED AS SHOWN. DUAL CHAMBER TANKS SHALLBE PROVIDED FOR ALL SEPTIC TANKS WITH AN INTERIOR LENGTH GREATERTHAN OR EQUAL TO 10 FT.PROVIDE FLEXIBLE PIPE BOOTS AT ALL PIPE PENETRATIONS INTO ALL TANKS.MIN. 18"Ø OPENING, EA.END OF TANK, TYP.8" MIN.1'-4" MAX.1'-6"MIN,LOCATION MARKER, TYP.1" MIN. AIR GAP, (TYP.)RESTRICTIVELAYERBACKFILL WITHIN-SITU EXCAVATEDMATERIAL.~VENT TO 3'-0" ABOVE FINISHGRADE. PROVIDE BIRD SCREEN. PIPE PIPE(7) ROWS OF 50'-0" ADVANCEDENVIRO-SEPTIC PIPE AS MANUFACTURED BYPRESBY ENVIRONMENTAL, INC.BACKFILL WITHIN-SITU EXCAVATEDMATERIAL.~UNDISTURBED SOIL, TYP.2'-0"MIN.11'-6" SYSTEM SAND WIDTH6" MIN.6" MIN.10'-0" PIPE LAYOUT WIDTH1'-6"(TYP.)3" MIN.~UNDISTURBED SOIL, TYP.~SYSTEM SAND PER MANUFACTURER'SSPECIFICATIONS, TYP. SEE WASTEWATERTREATMENT SYSTEM NOTE #11, C-1.00.4" MIN. TOPSOIL AND SEED.HOLD BOTTOM LEVEL.C LC L6" MIN.6" MIN.EXIST. GRADE.EXIST. GRADE.~BOTTOM OF BEDEL. 508.0'TOP OF BED EL. 509.75'SLOPE VARIES (3H:1V MAX.)SEE DWG. C-1.00FINAL GRADE EL. 510.1'1'-9"LEVEL4"Ø SCH. 40 PVC PIPE RAISEDCONNECTION BETWEEN ROWS.ELBOW LEVEL WITH TOPOF OFFSET ADAPTER.RANDOMLYORIENTEDFIBER MAT.GEOTEXTILEFIBER WRAP.ENVIRO-SEPTICPIPE.4"Ø LOW VENT WHERESHOWN.SCREEN OPENING.TOPSOIL AND SEED ALLFINAL GRADES. NO DEEPROOTED PLANTMATERIALS ON SYSTEMOR OVERFILL AREAS.2"-4"2"-4"6"50'-0"N.T.S.6"2'-0"MIN.RESTRICTIVELAYEROFFSETADAPTER.4"Ø SCH. 40 PVCPIPE FROM DIST.BOX. SET ELBOWLEVEL WITH TOP OFOFFSET ADAPTER.HOLD BOTTOM OFTRENCH LEVEL.UNDISTURBEDSOIL, TYP.3'-0" MIN.SYSTEM SAND.EXIST. GRADE. SCRAPE EXIST.SURFACE TO REMOVE GRASSAND ORGANIC MATTER PRIORTO PLACING SANDY LOAM FILL.6" TYP.3" MIN.UNDISTURBED SOIL(TYP.)BACKFILL WITH IN-SITUEXCAVATED MATERIAL(TYP.)EXIST.GRADE~~OFFSET ADAPTER.DRAWING NO.PROJECT NO.PROJECT
DRAWING TITLEDATE:REVISIONS
DATE DESCRIPTION STUDIO ALANDSCAPE ARCHITECTURE +ENGINEERING, DPCMAILING:PO BOX 272SARATOGA SPRINGS, NY 12866OFFICE LOCATION:480 BROADWAY, SUITE 324SARATOGA SPRINGS, NY 12866(518) 832-4005IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER,ARCHITECT, LANDSCAPE ARCHITECT, OR LANDSURVEYOR, TO ALTER ANY ITEM IN ANY WAY.IF AN ITEM BEARING THE STAMP OF ALICENSED PROFESSIONAL IS ALTERED, THEALTERING LICENSED PROFESSIONAL SHALLSTAMP THE DOCUMENT AND INCLUDE THENOTATION "ALTERED BY" FOLLOWED BY THEIRSIGNATURE, THE DATE OF SUCH ALTERNATION,AND SPECIFIC DESCRIPTION OF THEALTERATION.01/14/202120054LEUCI RESIDENCE
277 CHESTNUT RIDGE ROAD
QUEENSBURY, NY 12804
FOOTHILL BUILDERS
9 MOUNTAINSIDE DRIVE
QUEENSBURY, NY 12804DWG OFPREPARED FOR
10/28/2020 PERMITS&CONSTRUCTION
01/14/2021 SITE PLAN REVIEW4TYPICAL WATER SUPPLY WELL DETAILSCALE: N.T.S.PITLESS ADAPTER WITH SANITARYSEAL FOR DISCHARGE PIPE.BENTONITE GROUT AROUND CASING TO ROCK AND ASSPECIFIED IN APPENDIX 5-B.WATER QUALITY SAMPLING SHALL BE DETERMINED FOR INDIVIDUAL DRILLED WELLS. WATER QUALITY SHOULD COMPLY WITH 10NYCRRPART 5, TITLED DRINKING WATER STANDARDS. THE MINIMUM WATER QUALITY PARAMETERS TO BE TESTED SHALL INCLUDECOLIFORM BACTERIA, LEAD, NITRATE, NITRITE, IRON, MANGANESE, IRON PLUS MANGANESE, SODIUM, pH, HARDNESS, ALKALINITY ANDTURBIDITY. ADDITIONAL SAMPLING MAY BE NECESSARY BASED ON PROXIMITY OF THE WELL TO POTENTIAL SOURCES OFCONTAMINATION. WATER QUALITY SAMPLES THAT DO NOT MEET POTABILITY STANDARDS WILL REQUIRE TREATMENT TO MEET THEDRINKING WATER STANDARDS.WHEN WELL WATER TREATMENT IS NECESSARY TO MEET THE DRINKING WATER STANDARDS, ONLY WHOLE HOUSE TREATMENT ISRECOMMENDED, EXCEPT FOR SOFTENING. WHEN WATER SOFTENING TREATMENT IS PROVIDED ONLY THE WATER FLOWING TO THEWATER HEATER, LAUNDRY AND BOILER SHOULD BE SOFTENED TO PRODUCE A BLENDED WATER HARDNESS OF 50 - 80 mg/l.TREATMENT MAY BE INSTALLED FOR IRON REMOVAL, MANGANESE REMOVAL, CORROSION CONTROL, SOFTENING, TASTE/ODORCONTROL, FLUORIDE REDUCTION, DEGASIFICATION AND ORGANIC CHEMICAL REMOVAL.AQUIFERS EXHIBITING BIOLOGICAL CONTAMINATION OR TURBIDITY, EXCEEDING THE DRINKING WATER STANDARD OF 5 NTU, ARE NOTAPPROPRIATE FOR INDIVIDUAL WATER SUPPLY DEVELOPMENT. OXIDIZED IRON OR MANGANESE TURBIDITY SHOULD NOT BE INCLUDEDWHEN DETERMINING TURBIDITY VALUES SINCE BOTH MAY BE REMOVED BY TREATMENT. TREATMENT FOR TURBIDITY REMOVAL MAYBE ACCOMPLISHED VIA AN INLINE CARTRIDGE FILTRATION SYSTEM CAPABLE OF FILTERING PARTICLES GREATER THAN 5 MICRONS(i.e., 5 MICRON ULTIMATE FILTRATION CAPACITY).DRINKING WATER TREATMENT UNITS SHALL CONFORM WITH ALL APPLICABLE NSF STANDARDS. NSF CERTIFIED PRODUCTS ARELISTED IN A SEARCHABLE DATABASE ON THE INTERNET AT http://www.nsf.orgTHE INDIVIDUAL DRILLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH 10NYCRR APPENDIX 5-B, TITLED "STANDARDS FORWATER WELLS".AFTER A NEW WELL HAS BEEN CONSTRUCTED OR AN EXISTING WELL HAS BEEN REPAIRED OR SERVICED IN A MANNER THATREQUIRES THE OPENING OF THE WELL CASING, THE WELL SHALL BE PUMPED TO WASTE UNTIL THE PUMPED WATER IS REASONABLYCLEAR. AFTER PUMPING TO WASTE, THE WELL, PUMPING EQUIPMENT, AND BUILDING PLUMBING SHALL BE DISINFECTED BEFOREBEING PUT INTO USE. DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH NYSDOH POLICY.INDIVIDUAL WELLS SHOULD, IF POSSIBLE, BE CONSTRUCTED TO PRODUCE A MINIMUM LONG-TERM SUSTAINABLE YIELD OF 5 GPM ORMORE. WHERE THIS CAN NOT BE ACHIEVED, THE FOLLOWING TABLE CAN BE USED TO HELP SELECT WATER STORAGE THAT WILLALLOW LOW YIELD WELLS TO MEET PEAK HOUSEHOLD WATER DEMAND. THIS STORAGE CAN BE PROVIDED BY A TANK, STORAGE INTHE WELL, OR A COMBINATION OF BOTH.PRESSURE STORAGE TANKMINIMUM SIZE:2 BEDROOM HOUSE - 42 GAL.3 OR 4 BEDROOM HOUSE - 82 GAL.5 BEDROOM HOUSE - 120 GAL.TANK PRESSURE OF 60 PSI.20'-0" MIN. THROUGH OVERBURDEN,OR 5'-0" BELOW PUMPING LEVEL -SEE APPENDIX 5-B, TALBE 2.5 GPM @ A STORAGEMINIMUM CAPACITYSUBMERSIBLE PUMPDROP PIPE.WELL CASINGVENTED WELL CAP WITH SANITARYSEAL FOR ELECTRICAL CABLES.18''
MIN.PITLESS CASE.MOTOR CABLE.BUILDING FOUNDATION.1.2.NOTE:THE MINIMUM WELL SEPARATION DISTANCES FROM CONTAMINANTSOURCES (WASTEWATER DISPOSAL SYSTEMS, ETC.) SHALL BEINCREASED BY 50% WHENEVER AQUIFER WATER ENTERS THE WATERWELL AT LESS THAN 50 FEET BELOW GRADE. IF A 50% INCREASE INSEPARATION DISTANCES CANNOT BE ACHIEVED, THEN 50 FEET OFCASING BELOW GRADE SHALL BE PROVIDED.3.4.5.6.7.1TYPICAL SEPTIC TANK DETAILN.T.S2TYPICAL ADVANCED ENVIRO-SEPTIC PIPE SECTIONN.T.S3WASTEWATER DISPOSAL BED DETAILN.T.SC-2.0024WASTEWATER TREATMENT SYSTEM DETAILS
DRAWING NO.PROJECT NO.PROJECT
DRAWING TITLEDATE:REVISIONS
DATE DESCRIPTION STUDIO ALANDSCAPE ARCHITECTURE +ENGINEERING, DPCMAILING:PO BOX 272SARATOGA SPRINGS, NY 12866OFFICE LOCATION:480 BROADWAY, SUITE 324SARATOGA SPRINGS, NY 12866(518) 832-4005IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER,ARCHITECT, LANDSCAPE ARCHITECT, OR LANDSURVEYOR, TO ALTER ANY ITEM IN ANY WAY.IF AN ITEM BEARING THE STAMP OF ALICENSED PROFESSIONAL IS ALTERED, THEALTERING LICENSED PROFESSIONAL SHALLSTAMP THE DOCUMENT AND INCLUDE THENOTATION "ALTERED BY" FOLLOWED BY THEIRSIGNATURE, THE DATE OF SUCH ALTERNATION,AND SPECIFIC DESCRIPTION OF THEALTERATION.01/14/202120054LEUCI RESIDENCE
277 CHESTNUT RIDGE ROAD
QUEENSBURY, NY 12804
FOOTHILL BUILDERS
9 MOUNTAINSIDE DRIVE
QUEENSBURY, NY 12804DWG OFPREPARED FOR
10/28/2020 PERMITS&CONSTRUCTION
01/14/2021 SITE PLAN REVIEWC-2.1034STORMWATER MANAGEMENTDETAILS 3" MIN. TOPSOIL SWALE6'-0" MIN.AND SEED, TYP.DRAINAGE CHANNEL W/MAT, STAKE MAT AT 6' C-C.W/ROLLED EROSION CONTROLSTRAW MULCH COVEREDPROTECT BOTTOM OF6" MAX.EXIST. SOIL.6" MAX.1v:3h MAX.1v:3h MAX.℄2GRASS LINED SWALE DETAILSCALE: N.T.S.1.00'1.50'1.00'TOP OF BERMEL. SEE PLANS.BOTTOM OF BERMEL. SEE PLANS.VARIES (3:1 MAX)VARIES (3:1 MAX)12" TICK MAT OF STONE FILL (LIGHT)12"GEOTEXTILE SEPARATION FABRICTOP OF BERMEL. SEE PLANS.BOTTOM OF BERMEL. SEE PLANS.12"12" TICK MAT OF STONE FILL(LIGHT)GEOTEXTILE SEPARATION FABRIC2.00'1STONE WEIR OVERFLOW DETAILSCALE: N.T.S.2" HARDWOODFENCE POSTS,MIN. 36" LONG,DRIVEN 16"INTO GROUND10' MAX. ℄ TO ℄SECTION VIEW16" MIN. ABOVE GRADE8" MIN.BELOW GRADE2' OVERALL FABRIC HEIGHTFLOWFLOWWOVEN WIREFENCE (MIN. 14GAUGE W MAX6" MESHSPACING)36" MIN. FENCE POSTWOVEN WIREFENCE (MIN. 14 12GAUGE W/ MAX.6" MESHSPACING) WITHFILTER CLOTHFLOW20" MIN.16" MIN.UNDISTURBEDGROUNDEMBEDFILTERCLOTH A MIN.OF 8" INGROUND4"COMPACTED SOILNOTES:1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPEHARDWOOD.2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BEWOVEN WIRE, 6" MAX MESH OPENING.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BEEITHER FIXTER X, MARAFI 100X, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE FENCE. IF THE WOVEN WIRE FENCE IS NOTUSED, FILTER FABRIC MUST BE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACINGPERSPECTIVEVIEW3SILT FENCE DETAILSCALE: N.T.S.
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Lands n/fJoseph D. Mazza &Danielle E. MazzaL. 5651 P. 112±831.4'52.9'105.1'
95.2'95.5'297.2'431.3'2249.5'151.7'LEGENDEXISTING CONTOURPROPERTY LINEFLOOD ZONE BOUNDARYOVERHEAD WIREEASEMENT BOUNDARYSETBACKDRAWING NO.PROJECT NO.PROJECT
DRAWING TITLEDATE:REVISIONS
DATE DESCRIPTION STUDIO ALANDSCAPE ARCHITECTURE +ENGINEERING, DPCMAILING:PO BOX 272SARATOGA SPRINGS, NY 12866OFFICE LOCATION:480 BROADWAY, SUITE 324SARATOGA SPRINGS, NY 12866(518) 832-4005IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER,ARCHITECT, LANDSCAPE ARCHITECT, OR LANDSURVEYOR, TO ALTER ANY ITEM IN ANY WAY.IF AN ITEM BEARING THE STAMP OF ALICENSED PROFESSIONAL IS ALTERED, THEALTERING LICENSED PROFESSIONAL SHALLSTAMP THE DOCUMENT AND INCLUDE THENOTATION "ALTERED BY" FOLLOWED BY THEIRSIGNATURE, THE DATE OF SUCH ALTERNATION,AND SPECIFIC DESCRIPTION OF THEALTERATION.02/01/202120054LEUCI RESIDENCE
277 CHESTNUT RIDGE ROAD
QUEENSBURY, NY 12804
FOOTHILL BUILDERS
9 MOUNTAINSIDE DRIVE
QUEENSBURY, NY 12804DWG OFPREPARED FOR
10/28/2020 PERMITS&CONSTRUCTION
01/14/2021 SITE PLAN REVIEW
02/01/2021 AREA VARIANCE APPLICATION1SITE PLANSCALE: 1" = 100'C-3.0044SITE PLAN5010020001001 inch = 100 feetGRAPHIC SCALEPROPOSED WASTEWATERABSORPTION FIELDPROPOSED SEPTIC TANKPROPOSED RESIDENCEBASEMENT FLOOR EL. 503.8'PROPOSED POTABLE WELLDRIVEWAY ACCESSEASEMENTPROPOSED GRAVEL DRIVEWAYEXISTING GRAVEL DRIVEWAYMAP REFERENCE:BASE SURVEY INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR JOSEPHG. LEUCI & JILL E. LEUCI, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OFNEW YORK" PRODUCED BY RUSSELL E. HOWARD LICENSED LAND SURVEYING, DATEDSEPTEMBER 28, 2020. SUPPLEMENTAL FLOOD ZONE INFORMATION WAS ADDED ON10/28/2020 BY RUSSELL E. HOWARD LICENSED LAND SURVEYING.PROPOSED STORMWATERDETENTION BASINPROPOSED ACCESSORY STRUCTUREADJOINING DRIVEWAYAREA REQUIREMENTS FOR ZONE MDRMIN. LOT SIZE(ACRES)MIN. AREA FORCLUSTERING(ACRES)MINAVERAGEWIDTH (FT.)MINIMUM SETBACKS (FT.)MAX. BLDG HT.(FT.)MIN % TOREMAINPERMEABLEFRONTREAREACHSIDEREQUIRED221003030254050PROPOSED34.4±0.21221.5±297.2±2249.5±52.9±3599.430' FRONT YARD SETBACKPROPERTY INFORMATION:PROPERTY OWNERs:JOSEPH & JILL LEUCI277 CHESTNUT RIDGE ROADQUEENSBURY, NY 12804ZONING DISTRICT:MDR - MODERATE DENSITY RESIDENTIALTAX MAP ID: 290.-1-48