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1.3 RECOMMEND ALL ACCESS APPRObMAIE &CIEANOUT OPENINGS 2"0 VENT ABOVE GRADING NOTES FINISH GRADE BE RAISED TO 6'BELOW FIN. GRADE WITH GENERAL NOTES FINISH GRADE BIRD SCREEN APPROXIMATE MANHOLE COVER BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM FINISH GRADE (LOCKABLE) AT EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SITE PLAN DRAWING PREPARED BY BARDIN LAND SURVEYING r r I F GRADE o AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. LEGEND ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- --"-_^---- PROPERTY LINE HANGER PIPE ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE f3' FOR PUMP ---------------------- 10'-0" PROPERTY LINE SETBACKS UWID LEVEL ------ TO EFFLUENT PUMP REMOVAL SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER MIN. SLOPE CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE -e -e --e -e UNDERGROUND ELECTRIC SERVICE No. DESCRIPTION DATE 1/4" PER FOOT MIN. SLOPE CHAMBER FROM SEPTIC 1/8' PER FOOT TANK TO BED SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT -n-n as-u- SANITARY SEWER REVISIONS SEPTIC TANK HIGH WATER TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER BY FORT MILLER ORLET & OUTLET ALARM SWITCH - -w - BAFFLES GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. - WATER SERVICE � EQUAL RESERVE CAPACITY 2"0 TO o NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OFPAVEMENT LLI AFTER ALARM SOUNDS DIST. BOX EQUAL TO ONE DAYS START LEV_ELS7_ OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED NTH REED-CANARY GRASS FOR FOUR (4) ? O .= 0 M` CAPACITY (DUPLEX PUMPS _�. POUNDS PER SIDEACRE AFTHETERSJUNE, ALLDSEEDING SHAL NAL AT A SO RAM OF 25 MULCHED. W U' LEVEL CONTROL QUICK DISCONNECT MAY BE USED IN LIEU SHUT-OFF LEVELQ SLIDING COUPLER THERSEW SEWAGE DISPOSAL SYSTEM NOTES z� WITH INDIVIDUAL ALARMS o<. MINIMUM 2x WIDTH OF A SINGLE PUMP AND -- ------ --- - ENO CHANGE ON THESE PLANS IN ADVANCE Of OR DURING f- 1 w MAXIMUM 4x WIDTH ONE DAYS CAPACITY) ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO �W YORK STATE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE a z GUIDELINES FOR URBAN ERQ&ION & SEDIMENT CONTROL = TOWN BUILDING INSPECTOR. V <_ PROVIDE 3" SAND OR-- g,p°-'O PUMP STATION NOTES FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS $, PEA GRAVEL UNDER TANK SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE Q <z` PROVIDE 3" SAND OR--__1 °) gyp°°° 1. PUMP TO BE EFFLUENT PUMP DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL J E W F SEPTIC TANK DETAIL PEA GRAVEL UNDER TANK GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED HOUSEHOLD SYSTEMS APPENDIX 75-A. k 1T, u F o a EFFLUENT TANK DETAIL 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED CO wNa �, AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE GRAVEL. o 00 r a w k N.T.S. 8 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK ZsSTATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET.AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. PRF�SSURE DISTRIBUTION CALCULATIONS - INLET 12' BELOW FLOW LINE, 6" ABOVE FLOW LINE o �o- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE k 3" AIR SPACE ABOVE "T' TO TOP OF TANKo o2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 2"0 SOLID DELIVERY PIPE cxGRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS :5 - 'o o E ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS --------- --- DESIGN FLOW= 3 BEDROOMS X 110 GPD/BEDROOM = 330 GPD CHOOSE DOSING VOLUME- NO ROOF, FOOTING, FLOOR, COOUNG WATER, BACKWASH DRAINS, ETC., SHALL BEit 5 > w NECESSARY TO ACHIEVE A STABLE FOUNDATION. f I ABSORPTION AREA- 330 GPS/ .95 GPD/SF= 34d SF BASED ON TOTAL LATERAL VOLUME=# LATERALS X LATERAL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER BED WIDTH= 15 FEET LENGTH X LATERAL AREA- 6 LATERALS X 10' X (1.5/12)"2 X SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. 3.SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 10' MANIFOLD PIPE WASHED -- o a BED LENGTH = 348 SF / 15' WIDTH= 25' BED LENGTH (PI/4) X 7.48 GAL/CF= 5.5 GALLONS F ! I TOTAL BED AREA= 15' X 25'= 375 SF AT LEAST 10 TIMES TOTAL DISTRIBUTION LATERAL = 5.5 GAL X THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A WORK IS TO I AS SHOWN & CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ! 1.5' DIAMETER CRUSHED STONE 0 10= $5 GAL/DOSE MINIMUM CLASSIFIED BODY OF WATER. NOTED AND IN ACCORDANCE in o j _------ -- -------- -- ----------___ 1 1 WITH MANUFACTURER'S 1.5"0 PERFORATED PIPE TOTAL BED SIZE n LATERAL LENGTH= 25'/2 - 2.5 FEET= 10 FEET - MINIMUM 3 DOSES PER DAY- 330 GPD/3 DOSES= 110 RECOMMENDATIONS, TRADE HOLE DIAMETER- 1/4" GAL/DOSE HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM WITH END CAPS (TYP.) 15' BY 25' I ASSOCIATION PUBLISHEC HOLE SPACING= 2 FEET - 4 DOSES- 330 GPD/4 DOSES- 83 GAL/DOSE SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 RECOMMENDATIONS AND " HOLES O 2' APART 700 SF ! iO PIPE DIAMETER= 1.5" 5 DOSES- 330 GPD/5 DOSES= 66 GAL/DOSE GENERALLY ACCEPTED LOCAL ------------------- -- ---------------- _ _ WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: I iv HEAD AT SUPPLY ORIFICE= 2.30 MINIMUM PRESSURE - MAXIMUM 6 DOSES PER DAY = 330 GPD/6 DOSES= 55 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. CONSTRUCTION INDUSTRY - - - -- -- -- (CALCULATED 2.79) GAL/DOSE PRACTICES. NUMBER OF HOLES PER LATERAL = 10'/2'= 5 HOLES THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO 10,-0" 10'-0" Q= TOTAL LATERAL FLOW- 5.55 GPM/LATERAL MINIMUM DISHARGE RATE- FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK 6 LATERALS X 5.55 GPM/LATERAL- 33.3 GPM OR 34 GPM MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO MANIFOLD SIZE- 6 LATERALS (3 ON EACH SIDE OF CENTRAL THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO 2'-6" 20'-0" 2'-6" PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL ^--MANIFOLD)- MANIFOLD LENGTH= 10 FEET DOSING TANK 90 FEET FROM NETWORK INLET WITH 2 INCH SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOUDS NOT REMOVED BY 25'-0" ^� FROM REF. TABLE A-3: 6 LATERALS O 5.55 A MINIMUM SIZE DEUVERY PIPE AND HAZEN-WILLIAMS EQUATION ^___ THE SEPTIC TANK. ^ FOR MANIFOLD DIAMETER -.1.50" DIAMETER PIPE FRICTION LOSS= 1.76 FEET PRESSURE BEQ DESIGN MAX LENGTH MANIFOLD- 10' ELEVATION HEAD= 2 FEET THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR PRESSURE HEAD TO BE MAINTAINED= 2.3 FEET SUPPLY END HEAD- 2.98 FEET THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS TOTAL PUMPING HEAD - 1.76+2+2.3- 6.1 FEET MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF 0 OPOSED BUILDING FOOTPRINT HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE 27'-6" BY 32'-0" PUMP CAPABLE OF DELIVERING AT LEAST 34 GPM AGAINST 6.1 SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN APPROX. EDGE OF FEET OF HEAD SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT. LOCATION OF UNMAPPED WETLANDS DWELUNG IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:_ Q� - PROPOSD WELL LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW I - RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. 00 INSTALL NEW 1,000 gal 100' BUFFER FROM EDGE OF SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE SEPTIC TANK UNMAPPED WETLANDS ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE 32 MADE LANDS N/F 0F` INSTALL NEW EFFLUENT I RI MAP HT-OF-WAY LAKE OOORS OBPAT 54INC PUMP CHAMBER RUSSE`L Hwt15 o,"(ON AM AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND O n z CAD MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE ( I LANDS N/F OF ROAD BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET �1 (239.8-1 7) LISA K. BETTE & MATTHEW BETTE BAFFLE OR SANITARY "T'. THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY A$ TRUSTEES OF THE TTE ,- CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS © a GRAVEL ,` QUALIFIED PERSONAL R IDENCE 6-�� TEST PIT INFORMATION SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. I PARKING l; `` TRUST VOLUME 4658 PA 257 - TEST PIT INFORMATION TAKEN - 1 APRIL 2019 BY WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER (240.05-1- ) MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE a WITNESSED BY CHAZEN COMPANIES- TOWN ENGINEER DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. to $--4 y /' ; °v a0 `�` \ Y ��' .•`' ; h� ° CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. Cd O TP-1 ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A 1 ; � ' `.�S• `� ;`\ j' � (��% / DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR © b 9F `�\ 'gyp �.� ' ^ �l 0-7" TOPSOIL W/ LOAM DISINFECTED AFTER BEING PUMPED OUT. V� i GRAVEL % i i / � G '� �� �i ^/ ^ 7-21 MEDIUM BROWN SAND, CLAY SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES N \ { PARKING '% , \9� `�� ' CONCRE ^ SHED ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND r �( / \ I , 21-63" MEDIUM/DARK BROWN CLAY MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED 4) IRA OP �ry INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. Z 63-72" SHALE FRAGMENTS DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC ROOTS TO 14" SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS ly / T „i S7 i $v R#+'•1- --~ �O - NO SEEPING OR STANDING WATER OR CLEANERS INTO SINKS OR TOILETS. 50' e �/ NO MOTTLING LINE PRESENT ' \ J -•-Z \, ^ 4 2p'f � � r � o. '/l I WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC `-Ly�t�s a - ^' ^ ^ SEWERS��> MIN 03 l 3O' PERCOLATION TEST INEQRMATION REMOVED AOR RE INSTALLED OUT AND FILLED WITH SOIL HANDLE HOUSEHOLD TO 0 PREVENT FUTURE CAVE-IN. SAKE GEt3RGE BOAT CO., INC. STES, THE TANKS SHOULD BE 1p0 \ i -' 12? ��N BOOK 5101 PAGE 54 ; / �G MIN FROM \"\, \ SHE' 6a 59 5 TEST PIT INFORMATION TAKEN - 1 APRIL 2019 BY NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF (239.8-1-17) /�/ �'y1p PR MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. ... A A P/ l �s9 -` E LANDS N OF WITNESSED BY CHAZEN COMPANIES- TOWN ENGINEER • ys>00 .\� FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM GRAVEL DAVID E. & EVELYN DUFRES I PARKING %�N 0. t RES/ �' f �� / \ LIBER 1161 PAGE 215 THE ABSORPTION FIELD. /�� 33.8 p•W -SHED' OVE (239.8-1-13) PT-1 r-\ S7T26 CIJUE BYs' 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. SH \ \ \� \ \'a` SHED PROVIDE FILTER FABRIC �q 1st TEST V-37" 3rd' TEST 2'-15" ABOVE STONE BED j / GRAVEL ,\ 30, BY 15, 2nd TEST V-55" V DECK . TWO STORY / \ \ PRESSURE BED �' RESIDENCE /' / PARKING q\` \ / SEE DETAILS io .,ON SITE MATERIAL FOR TOP SOIL N44�4T50"E H --.�_ GARAGE is� e y,, y� ,• y/ .�-•--__� `` / -�� DECK DOCK \rl DECK SH ED 0 R \ I OO LINE BY \ �' - PRESSURE PIPE-�5' MANRFOLD LATERAL, / / �' \ CAD FILE NAME ` SHED OVER 0.42' ACID\20 BRAYTON LLC\C-1 ` LINE BY LANDS N F OF >;% ` y a °\ \ LANDS N/F OF , / / ,,, / \a >\ \ LISA K. BETTE & MATTHEW J. BETTE m STONE SCALE AS NOTED OC 0.47' JESSE E. PIACENTE /', \ AS TRUSTEES OF THE BETTE - `. LIBER 803 PAGE 139 / �a / a/i s \a a\ \ : " ! .•i" / QUALIFIED PERSONAL RESIDENCE , r..,y>'. ",,,::;, THE SEAL BELOW Is AN ORIGINAL SEAL DRAWN BY (239.8-1-14) i" % e/ \ a >\ TRUST z IN MATERIAL :.;J.;'•::.:r ' ':�'h ,,. <: AND IS IN RED INK, ONLY SEALS IN RED INK /e/ \ \ 32' WIDE `\v \ VOLUME 4658 '1-5 MIN. PERC RATE t ° '' y' ''�!" '`!' SHALL BE CONSIDERED TRUE ORIGINALS DOC / -PAGE 257 .:'i :..' DRAWING 17TLE RIGHT-OF-WAY \ (240.05 LANDS N� OF (MAP F. 1) DOCK / / a a `\ I <. 'i" ;•t :. L� % \ \ E ;i�` "t'`^•S��' .',; ,DAVID E. & EVELYN M. DUFRESNE s,. SITE PLAN LIBER 1029-PAGE 48 / / / r' \ ,5 .;., '' f239.8-1-13) i ;' a� ,.. .. ..:.... ..:. .,.. . AND SEPTIC ----f---------- / \ 36" MIN. TO IMPERVIOUS LAKE GEORGE / / / / NO GROUNDWATER ENCOUNTERED DESIGN f EXCAVATE TO BOTTOM OF TOPSOIL (MIN.) (Harris Bay) TYPICAL BED SECTION NOTES N.T.S. DRAWING No. C-1 PDF created with pdfFactory Pro trial version www.pdffactory.com DEED REFERENCE: I CONVEYANCE TO NATIONSTAR MORTGAGE LLC d/b/a CHAMPION MORTGAGE COMPANY BY DEED RECORDED IN THE WARREN I COUNTY CLERK'S OFFICE IN BOOK 5811 OF DEEDS PAGE 271. I I MAP REFERENCES: I I r Rp AD 1 "MAP OF A SURVEY OF LANDS OF FRANCIS J. FRANCES M, 32' RI WIDE + B &DUCHER ESTATE PREPARED BY COULTER & McCORMACK RIGHT-OF-WAY I I L H ROADwp LICENSED LAND SURVEYORS, DATED FEBRUARY 27, 1989. LAST (MAP REF. t) ` LANDS N/F OF `*S C Et �OpDMM AMENDED JULY 15, 1992. I I MSA X BaTTS s MATTERW J. Ba4Ta R IJ AS TRUSTRJS OF TXa BaTTR QUAUPIRD I I PRRSONAL R&4IDNAUS TRUST _ MN.S. M, N 2) "MAP OF A SURVEY MADE FOR JOHN & LYNN HIGGINS" VOLUNT 4858 PACs 267 PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, LLC, LdJ1/aS NIP OF (240.06--1-8) � DATED MAY 01. 2001. I GRAVEL I ,, ^`. LAKa CJCORCa BOAT CO. IJHU I PARKN9 . � BOOK 5101 PACs 64 Ne9'39 C.I.R.S. ZONING: DECI( OVER LINE I s C.I.R.S. DISTRICT. WATERFRONT RESIDENTIAL BY Ow '(�• �� GRAVEL h FRONT SETBACK 30 , �CIRF � PAR" REAR SETBACK 30' GENERATOR A. SIDE SETBACK 12 DECK OVER SHORELINE SETBACK 50' BY zie FLOOR AREA RATIO: 0.22 I / �' i 1' �i ��� a i it l I GRAVEL C.I.R.S. PARKNO / / b� ���ir• �� d ' . Rt SHED CLEAR OF aDECK i d RAMP RAMP LINE BY 0.12' OCLOS SHED CLEAR OF �� C.I.R.F �a DECK !' DE .,R .v�� k �ti� = C.I.R.S. LINE BY 0." , ,Q t�ApREA \aka �? �I 0. 2 � ACRES C.LR.F LANDS N/P' OF i �� r' ti a�a C.I.R.F s a (f,1ti�86t sq. 1�) LISA X B 7Ta & MAITHRW J BA7TZ AS rJXWZJlS OF rHJr Barra QUALrPrED hASa CaOA B B T OD., I1V� sETen s %, �c,�I ' ' i / ���' ".�, M.N.S. PRASONAL R&4ID1� z rimr CIRF 1 12�3A VOLU" 4659 PAGR 267 BOOJr 5101 PAGa 54 IRS* C.I.R.S. (240.06-1-2) /: / � / �-•._\\` aka � �,! i / N ��►'� � i tis��W, --••�' � RAMP�'�, SHED LINE BCLEAR� w I.AJVDS N/F OF p GRAVEL ///'►� P,, �� / GRAVEL s�Ok GRAVELPARKM w\a� ad u: DAVID J� & ZVZLYN DErTRONa / 1 MBNA 1101 PAGE NO / l PARCIq 33. (238.8—f—f8) C.I.R.S. TT'L6 W M.N.S. a�aLJNE sY 4A4 �i••-~_�� i C.I.R.F S a� ��� 1! ' j�, i i / I lop CIRF DECK / / SHED � I PARKNO ' N44'47'50"E C.I.R.F ze; / �� G Q AN HIGH WATER ME I.R.F OF LAKE OEOROE DECK / a DECK g1EQ SHED OVER DOCK 15" CUEVERRR� \4 uNE BY 0.47 w 4 a OUTFACE t ALONC MEANS $ HIGH WATER OF $\ SHED ovETt LdJVA4 N OF LAKE GEORGE LINE BY 0.47' � JJrSSS JR PIACaJVTa , DOpC LrBaR 803 PACs 139 CONCRETE / /, SEAWALL a , d✓°� i a/ al DOCK \ ' / a/ al \ \g RIGHT-OF-WAY aka oocK / JlVLANW N OF av►P REF. 1) a \ k\ \a • DIAVID R. aL Y. DUFJZaS'Na d l LIBRR 1029 PACs 48 , a a al 4\ LAKE GEORGE " / , b (Harris Bay) /IR.F ; NOTES: / 1) BASE MAP PREPARED FROM A JANUARY 2019 FIELD SURVEY. 2) NORTH ORIENTATION BASED ON MAP REFERENCE 1. /CI.R.F L E Gr. 3) ONLY COPIES FROM THE ORIGINAL DF THIS SURVEY MARKED WITH AN ORIGINAL MAP OF A SURVEY MADE FOROF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 20 BRA YTON LLC C C.I.R.S CAPPED IRON ROD SET 4) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A I.R.F. IRON ROD FOUND LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7208, SUBDIVISION 8IPF. IRON PIPE FOUND 2, OF THE NEW YORK STATE EDUCATION LAW.. TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK C.I.R.F CAPPED IRON ROD FOUND P. C. Q M.N.S. MAC NAIL SET 5) THESE PREMISES ARE SUBJECT TO EASEMENTS, COVENANTS AND/OR BARDIN LAND SURVEYING, PN�F NO OR FORMERLY INT RESTRICTIONS AS RECITED AND INCLUDED IN A TITLE REPORT ISSUED BY "c SNEERINGER MONAHAN PROVOST REDGRAVE TITLE AGENCY, INC., AS AGENT FOR 97 WOODCHUCK HILL ROAD LAKE CEORCE, N.Y. 12845 /'O I`I I"' rQ, UTILITY POLE E , —o-- IRON FENCE FIRST AMERICAN TITLE INSURANCE COMPANY (SMPR ORDER NO: S-71518) PROJECT N0: 190101 BZ SHEET: 1 OF 1 SCALE: 1"=20' ; q�t 5�- �' --�— STOCKADE FENCE p �` OVERHEAD WIRES 6) NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FACILITIES AND/OR UTILITIES * THAT MAY EXIST ON THIS PARCEL. CALL DIG SAFE PRIOR TO ANY EXCAVATION. DRAWN BY.• REB APPROVED BY. REB D BY. ' : GRAPHIC SCALE 7) FOR ADDITIONAL ZONING INFORMATION REFER TD TOWN OF QUEENSBURY ZONING SEALS RANDOLPH E BARDIN, Jr. LLS D51009 03/04/2019 r / DEPARTMENT. —10 0 50 100 WARREN COUNTY TAX PARCEL. 239.8-1-15 8) FIELD SURVEY WAS IMPEDED BY AN ACCUMULATION OF 4-12 INCHES AND SNOW AND ICE. DATE. 01/08/2019 REVISED: 0210612019 & 0310412019