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1.3 1.3 WASTEWATER-SEWERIAPPROVE'Detmer—Leadmigto Wetland—5-2-2022 RESOLUTION APPROVING CHRISTOPHER AND EVA DETMER'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE RESOLUTION NO.: 12022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Christopher and Eva Detmer (Applicants) have filed an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a leaching system 73.9' from a wetland in lieu of the required 100' setback on property located at 70 Browns Path in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance request on May 2nd, 2022, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variance, the Local Board of Health determines that the variance would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variance is necessary for the reasonable use of the land and is the minimum variance which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Christopher and Eva Detmer for a variance from the Town's On-Site Sewage Disposal Ordinance to install a leaching system 73.9' from a wetland in lieu of the required 100' setback on property located at 70 Browns Path in the Town of Queensbury and bearing Tax Map No: 296-11-1-9. Duly adopted this 2nd day of May, 2022,by the following vote: AYES NOES ABSENT: SOIL TESTING PERFORMED ON 10/21/21 /00�SHEET 4 OF 4 ALIERNME 1W EXTENDED AERATION AERATOR MOUK"IBM RECEIVING FLAME SOIL TESTING PERFORMED BY: LOCATION AND VENTED COVER Kyle A.Christiano and Brandon R.Allen a A BID-IONEW SYSTEM LOCIONG LUGS APPROVED 3EA LI NG DEVICE APPROVED SEALMG SOIL DATA DEVICE W TEST PIT#1 -54"DEEP PERCOLATION TEST #1 EXISTING GRADE TEST @ 48 5 GAL.SOAKY I .... ... ... o PS� RUN 1 1"PER 20 MINUTES. I .................- RUN 2-1"PER 22 MINUTES. I�I I III III III ............................ 5„ .. I RUN 3-1"PER 20 MINUTES. Lu , MIXED SAND RUN 4-1"PER 21 MINUTES. 4 W _ FIN�,SAND& Z :.:::...... ROCKS 1 -4' z N Z A (�' .._............... �.._ A sLJ goo _ 41" Z `C'LA�>. � ' " &SFI�I✓r,r 7 � � _ ...... a'pARIE'rFR EFFLIIFMT LINE rc 54"BOTTOM OF C � U 4"DIAMETER BIEi LBE I TEST HOLE �— Z Q SOIL DATA ~O m 0 Y K EIo-NaNETK; SYSTEM M0 mma TEST PIT#2-36"DEEP PERCOLATION TEST #2 �►.. 11 P EIREATME►Ir CHAMBER RISER AND COVER TEST @ 30"-5 GAL.SOAK J � m w , C D E EXISTING GRADE e;.l W Ir F F I� RUN 1 -1"PER 17 MINUTES. Q 0 Op ALTERNATE ABET LOCAIKIN FN&CLARIFICATION CHAMBER 5 RUN 3-I"PER 15 MINUTES. 4 W DISCHARGE . Z PLAN VIEW FLAME ASSEMBLY MIXED RUN 4-1"PER 14 MINUTES. 0 Lu N W FINE SAND& RUN 5-•1"PER 15 MINUTES. DOCL W VENTED COVER OPTIMAL BLM CRYSTAL' COARSE 0 OURIMAIM SYSTEM APPROVED SEALNm DEVICE SAND Cy TO s DIAMETER EFFLUENT LINE ROCKS 1'4' O LL• IIRMLANe AERATOR m 36"BOTTOM OF COJ Z BIO-IONET(am NOTE 1) QPTIONAL BID-NEUTRALigR+ R SYSTEM AROE WTAIL TEST HOLE � DEOOARRIATKIN SYSTEM O AERATOR MOUNTING ICIER ♦_`` V BID-MEW SYSTEM BID-IOtNEBC+SYSTEM Hamm 0 UNDERGROUND POYIER MOUNTMD AM RIM AND COVER SIRPLY ENTRANCE APPROVED SEALING DEVICE NO-MEW SYSTEM OAAOETED v A a � LOCKIND LUGS RISER ` • a Z 01 ^` m ® APPROVED 9EAlJNG ID a p - d Z DEVICE "}-A v © L. 0 = N I tea = cs a 1t 0 � K M H ® Z j11 I I 06 Q N I P +"DIAMEI cE� d EFWAIENT LINE 1 4-J N aNi cnw I C co 1 c: C ' = 4 I LLI N 1 L f ) I IINGULAIR+Blo-IDNETIc+ SYSTEM DISCHARGE (SEE DETAIL) I U BO' I C- 06 Z PRETREATMENT CHAMBER D S1O_xw11C+SYBT�M T � Q 0'm�-� W J nn 1 pro U Z N O 'co co FINAL CLARFK:ATION CHAMBER 0 U d g AERATION aHAMBE R SUBMERGED TRANSFER PORT OUTLET END VIEW Z 1.- oN z QN TRANSFER PORT J W }In, zNuS SECTION MA NOTE: TOTAL SYSTEM CAPACITY' 1.300 GALLONS W O <2 K EX1E)bED AERATi011 CHAI�RI + RATED CAPACITY: I00 GALLONS PER DAY 2 J a, BIO-STATC �AAOE BETUN I.-. W dea (Y > W Z � S 0 0 Z NORWECO SINGULAIR GREEN SEPTIC TANK 5 T ' �+ d 6 SCALE N.T.S �P kk to 2 PLANS FOR APPROVAL ONLY r� O I NOT FOR CONSTRUCTION TOWN OF: QUEENSBURY LEGEND WETLAND LEGEND STREAM AND WETLAND SUMMARY "UNAUTHORIZED ALTERATION ADDITION TO A SURVEY M COUNTY OF: WARREN,N.Y. OF NE LAND 1 =0.24±ACRES MAP BEARING A LICENSED .`� � WET r (DC)............................. DEED CALL LAND SURVEYOR'S SEAL IS w/w............................. WITH PINE = PROPERTY BOUNDARY/LIMITS OF ✓URISDIC77ON A VIOLATION OF SECTION C.I.R.S CAPPED IRON ROD SET TRIBUTARY 1 = 195'± 7209, SUB-DIVISION 2 OF SCALE: AS SHOWN THE NEW YORK STATE r �, I.P.F. ........................... IRON PIPE FOUND EDUCATION LAW.' DATE: APRIL 11,2022 C.I.R.F........................... CAPPED IRON ROD FOUND = DELINEATED WETLANDS TRIBUTARY 2=55'± I.R.F. ............................ IRON ROD FOUND "ONLY COPIES OF THIS Z 116.00-2-39 ............... TAX MAP SECTION-BLOCK-LOT SURVEY MARKED WITH AN PROD.NO.:21-075 8.769 P.986 ................ DEED BOOK&PAGE TRIBUTARY 3=220'± ORIGINAL 'S THE LAND tP C9 8XC&L3lOR SURVEYOR'S EMBOSSED N/F .............................. NOW OR FORMERLY SEAL OR AN ORIGINAL RED DWG.NO.: 4-4 A (176.5)......................... DEED INFORMATION -- --- - = EDGE OF WETLANDS TOTALS: INK SEAL SHALL BE /Q P� oN OVERHEAD UTILITY LINES CONSIDERED TO BE TRUE �f ESS�ON --7-4z----- PROPERTY LINE = APRROX/MATE LOCA77ON OF STREAM WETLAND AREA: 0.24±ACRES AND VALID COPIES." DRAWN BY: AAH 5311 TYPICAL LOT NUMBER PER MAP REF.NO.1 STREAM DISTANCE:470±LINEAR FEET SHEET 3 OF 4 PROPERTY RAMIE 18'MIN _ MEAN HIGH WATER MARK a WELL STREAM ..� POND c W I 100'MIN I I gSR6BUTI0N Bou BY INSERTS(TYP.) W D LEVELER PIPE INSE (TYP.) Y I I I FORT MILLER OR 100'MIN. WELL APPROVED EQUAL o I O 100'MIN. I GARAGE 100'MIN. FROM SEPTIC TANK VARIES W/REQUIRED NUMBER OF LATERALS(SEE PLAN) LL Q I HOUSE I I UC O Z 10'MIN. I I GROUND SURFACE Ir D.C.— Cn �i Cfl Q CN qQ N RIVE � I HOUSE GARAGE I o o m _ z Z WAY � I I 4'PVC(TYP. \-I 1/Y(TYP.) .MIN ° o o J , 0 0 STAKE LOCATION M z•-6•MAX �J � z 2 O I I SEPTIC TANK I PlM VARIES I-- V I I TOPOGRAPHY(4'MAX) O �t < Z I I I I DISTRIBUTION I "V W I I BOX 4'-12'BURY DEPTH NOTE& U) w I I I I DRIVE ABSORPTION REN 1.ALL LATERAL ENDS MUST BE CAPPED. � � Z � I\ I I ( WAY I z THE MAXIMUM LATERAL SLOPE 15 Ire•PER FOOT LLI t 3: Q Sox �� ABSORPTION I I I CONVENTIONAL TRENCH ABSORPTION FIELD ~ 1 coo O �' 3 b I I I I 3 SCALE.N.T.S. r� I I FROM SEPTIC TANK W LLJ ctf ( ) cr � - - STREET - - - - - - KNOCKOUTS N(1H DIA DENSITY W CL W KNOCKOUTS WITH PIPE SEALS � � Z • THE LISTED WATER WELL SEPARATION DISTANCES FROM CONTAMINANT SOURCES SHALL BE INCREASED BY 509 POLYEO Uj M� LLl WHENEVER AOUIFER WATER ENTERS THE WATER WELL AT LESS THAN 50-FEET BELOW GRADE. IF A 5OX INCREASE CANNOT BE ACHIEVED, THEN THE GREATEST POSSIBLE INCREASE IN SEPARATION DISTANCE SHALL BE PROVIDED WITH LKXAD LEVELER PIPE 6•PEA GRAVEL OR Q. :z d- SUCH ADDITIONAL MEASURES AS NEEDED TO PREVENT CONTAMINATION. (TYP-) ` I2•WASHED STONE 0 w (3/4•TO 1-1/Y) TRENCHES SPACED 6'-0•D.C. AND CL LL- TYPICAL LOT WELUSEPTIC SEPARATION DISTRIBUTION BOX WITH 8 OUTLETS PLACED PARALLEL TO GRADE m O SCALE N.T.S. 2 SCALE N.T.S. CONTOURS J Z e DIA SDR 35 PVC GRAVITY SEWER O WITH PERFORATIONS AT BOTTOM. F- a NFnnmw MPTIC cvcteu ADDITIONAL TOPSOIL OVER PLA SLOB�TO iTRENCH BOTTOM ASSUMED DAILY FLOW RATE 440 GALLONS PER DAY(110 GPD/BEDROOM) ACOOMMOOATE SETTLING PLUG ENDS WITH PVC CAP.24' 331I REDUCTION FOR WATER SAVING FIXTURES: 440 GPp x 0.67-20S GPD PERMEABLE GEOTEXTILE. MINIMUM 3071C TANK SIZE 540 GALLONS BUILDING PAPER MINIMUM TRENCH LENGTH REQUIFEM 246 FEET EXISTING GRADE STONE COMMONLY ¢o SOIL PERCOLATION RATE(SURFACE 70T} 22 MIN. 0 SEC FOR SM TOPSOIL FOR SI:TTIRa AS ITEM /2 BEDROCK DEPTH 30 IN (APPRO)L) 7777 TOP SOIL 'b000 1 FILL(IMPORTED)_ .: � T � L N TREATMENT TYPE: GRAVITY DISTRIBUTION CONVENTIONAL SYSTEM b eAW�o-7LL ACE b TOTAL TRENCH LENGTH PROVIDED: 240 FEET � o LENGTH OF EACH PIPE LA7ERAL/TRENCH: 60 FEET .� NUMBER OF PROPOSED PIPE LATERALS: 4 SIZE OF PROPOSED PIPE LATERALS 4 I?ICH PERFORATED PVC SEPTIC TANK SIZE/TYPE 540 GALLONS 'w PUSIM-ON JOINT d ^, DISTRIBUTION 60.0'(TYP.) W a d t OUTLETS -� , .N EARED AILS = a)Z TRENCH FIELD SCHEDULESBOX WITH 8 RAIM BOTTOM AM _ — — — — — — — — HIGH - Flow FROM VAR SEPTIC TAW _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GROUNDWATER O c • REQUIRED FIELD MAXIMUM APPLICATION TOTAL LENGTH CONFIGURATION ARD PAN OR BEDROCK z OBSERVED ,y(T,+p) Cn a m.PERC RATE RATE OF TRENCH(LF) FOR 295 GPD (MI RA) (GAUDAYISFT) 560 GALLON — — — — — — — — — — — — — — — SEPTIC TANK m J 295 GPD &0'(TYP•)� TYPICAL ABSORPTION TRENCH L� 5 SCALE N.T.S. C o� � � 22 MIN.0 SEC. 0.60(PIPE TRENCH (300 LF TRENCH) LLATERALS 60' c L N DESIGN) LENGTHS(000 LF) 1. BUILDING TO SEPTIC TAW. 4 INCH DIAMETER PVC SCHEDULE 40 OR SOR 35. WITH WATER TIGHT JOINTS, AND MINIMUM SLOPE OF 1/4 INCH 11. THE CONTRACTOR SHALL PROTECT THE AREA WHERE THE ABSORPTION OR SEPTIC SYSTEM DESIGN PER FOOT SYSTEM IS COMPACTION OTOF THE NATUNSTRUCTED RAL SOIL. TO PRECLUDE NEEDED To INSTALL 2.4 scAIE N T.S 2. SEPTIC TANK TO DISTRIBUTION BOX, 4 INCH DIAMETER PVC SDR 21. DISTRIBUTION PIPING, AND SPREAD TOPSOIL AND SEED, NO WITH WATER TIGHT JOINTS,AND MINIMUM SLOPE OF 1/6 INCH PER FOOT CONSTRUCTION EQUIPMENT IS TO RUN OVER THE AREA AND IT IS NOT U PROPOSED RESIDENTIAL (130 TO BE USED FOR MATERIAL S OCKPLING OR STORAGE. DO NOT STRIP Ii HOUSE TOPSOIL FROM THE ABSORPTION AREA 3. DISTRIBUTION BOX TO FIELD LATERALS: 4 INCH DIAMETER PVC SCHEDULE 40 OR SDR 35, NTH WATER TIGHT JOINTS, AND MINIMUM 12 WHERE ABSORPTION SYSTEM AREA CONTAINS TREES. CUT AND REMOVE > SLOPE OF 1/8 INCH PER FOOT STUMPS FLUSH WITH GRADE. CUT 07M VEGETATION AS CLOSE AS olf Z POSSIBLE TO GRADE Ara REMOVE.LEAVE ROOTS IN PLACE. � Q 9°E 4. LATERALS 4 INCH DIAMETER,PERFORATED PLASTIC PIPE, EOS CAPPED W " LATERAL SLOPES SHALL BE INSTALLED BETWEEN 1/32 INCH PER FOOT I&PLACE FILL IN 6" LIFTS. SPREADING FILL FROM UPSLOPE EDGE AND (0.251t)AND 1/16 INCH PER FOOT(0.51Q. MOVING IT INTO PLACE USING A LIGHT TRACKED MACHINE w m mt w N o 14,FILL MATERIAL SHALL BE HOMOGENEOUS WI7H NO STONES LARGER THAN = Z 2-N 5 STONE ENVELOPE MIXTURE 3/4"TO 1-1/2'WASHED STONE. 4" MAXIMUM DIMENSION. FILL MATERIAL WITH CHARACTERISTICS WHICH H O w o n MAY CHANGE SIGNIFICANTLY ONCE STABILIZED (CLAY OR SILT o () 0 3 4'INV. IN 119E S. TRENCH COVER MATERIAL UNTREATED BUILDING PAPER OEOTEXII E OR N w � CONTAINING MATERIALS SHALL SETTLE NATURALLY FOR A PERIOD OF Z DURING 4'INV. OUT SET 3' o w Z CONSTRUCTION BELOW INV. IN AT LEAST 8 MONTHS INCLUDING ONE FREEZE THAW CYCLE SAND OR Q Z 4'SDFI 21, MIN. SLOPE 7. SEPTIC SYSTEM LAYOUT SHOWN DEMONSTRATES CONFORMITY 70 SANDY LOAM MATERIALS MAY BE MECHANICALLY COMPACTED IN W z NORWECO SINGULAR 4' PERFORATED PVC, SLOPED NYSDOH STANDARDS ADJUSTMENTS TO THE SEPTIC SYSTEM LAYOUT 6•'LIFTS. GREEN SEPTIC TANK 1/8-PER FOOT AT 1/16• TO 1/3Y'PER SHOWN ON THE DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE I&SITE INSPECTIONS OF SANITARY FACILITY CONSTRUCTION SHALL BE Q °- �ro� ENGINEER AND TOWN OF QUEENSBURY. ENGINEER TO FIELD VERIFY FILL o FOOT. CAPPED AT Ea(TYP.) PLACEMENT PRIOR TO SYSTEM INSTALLATION. CONDUCTED JOINTLY BY A LICENSED DESIGN PROFESSIONAL AFTER SIZE W Q l PREPARATION AND PRIOR TO PLACEMENT OF FWJ- DURING PERCOLATION = J 4'PVC FROM HOUSE,INVERT _ FINISHED GRADE SLOPE ORES) 7ES71NO OF STABILIZATION FILL. PRIOR TO BACKFILLMG WASTEWATER H- W g e a 7BD DURING CONSTRUCTION _ 8. THESE FACILITIES SHALL NOT BE PLACED IN OPERATION UNTIL DISTRIBUTION SYSTEM. I E TANK. DISTRIBUTION BOX, ABSORP710N FIELD > N — APPROVAL HAS BEEN GRANTED BY THE TOWN OF QUEENSBURY. PIPING, PUMP OR SIPHON SYSTEM CALIBRATION Ara AFTER FINAL Q W 9. NO ROOF. FLOOR, FOOTING, COOLING SYSTEM. OR WATER SOFTENER GRADING AND SEEDING. Z 0 g BACKWASH DRAINS SHALL BE CONNECTED TO THIS SYSTEM. ALL SUCH 0 d EXISTING GRADE SLOPE(VARIES) DISCHARGES SHALL BE DIRECTED AWAY FROM THE ABSORPTION FIELD. Z o: 4"SC*.40 O 10.PRIOR TO EXCAVATION, CONSULT THE UNDERGROUND FACILITIES Q 2X MOD"SLOPE �4` 7o LATERALS. PROTECTIVE ORGANIZATION. S T -a a SLOPE 1/e'PER FOOT �Q TYPICAL SEPTIC SYSTEM PROFILER-A PLANS FOR APPROVAL ONLY a I ~ 6 TYPICAL SEPTIC SYSTEM HYDRAULIC PROFILE NOT FOR CONSTRUCTION N SCALE N.T.S. LEGEND WETLAND LEGEND STREAM AND WETLAND SUMMARY TOWN OF: QUEENSBURY rOR UTHORIZED ALTERATION DDITION TO A SURVEY BEARING A LICENSED COUNTY OF: WARREN N.Y. OF NEW WETLAND 1 =0.24±ACRES F. (DC)............................. DEED CALL LAND SURVEYOR'S SEAL IS W/W............................. WITH WIRE = PROPERTY BOUNDAR Yll IMOTS OF JURISDIC77ON A VIOLATION OF SECTION C.I.R.S ......................... CAPPED IRON ROD SET TRIBUTARY 1 = 195'± 7209, SUB-DIVISION 2 OF SCALE: AS SHOWN I.P.F. ............................ IRON PIPE FOUND THE NEW YORK STATE — C.I.R. EDUCATION LAW." .......................... CAPPED IRON ROD FOUND = DELINEATED WETLANDS TRIBUTARY 2=55'± DATE: APRIL 11,2022 I.R.F. ............................ IRON ROD FOUND � "ONLY COPIES OF THIS 116.00-2-39 ............... TAX MAP SECTION-BLOCK-LOT Z t SURVEY MARKED WITH AN B.769 P.986 ................ DEED BOOK&PAGE - TRIBUTARY 3=220'± ORIGINAL OF THE LAND PROJ.NO.:21-075 a xcsLs:oR N/F .............................. NOW OR FORMERLY SURVEYOR'S EMBOSSED (176.5)....................... DEED INFORMATION ........... = EDGE OF WETLANDS TOTALS: SEAL OR AN ORIGINAL REDINK SEAL SHALL BE DWG.NO.: 3-4 �p off OVERHEAD UTILITY LINES CONSIDERED TO BE TRUE oNP �ti----- PROPERTY LINE = APRROXIMATE LOCA77ON OF STREAM WETLAND AREA: 0.24±ACRES AND VALID COPIES." DRAWN BY: AAH �OFEss i 7531N TYPICAL LOT NUMBER PER MAP REF.NO.I STREAM DISTANCE:470±LINEAR FEET LANDS N/F OF COUNTRY CLUB FARM, LLC WETLANDS CONTINUE SHEET 2 OF 4 LIBER 6363, PAGE 32 STREAM 3 334 332 330 TAX ID. NO. 296.7-1-18 CHAIN O LINK O OFENCE O O p O O STREAM & —0-0-0-0-0 WETLANDS CONTINUE ° -10 'f'LANDS N/F OF W o ,�a-' CIRCLE K. RANCH, LLC O ►+F-31 -25 '►+F�2 -27 'y ER 6363, PAGE 36 ui 9 TAX ID. NO. 296.7-1-2 LL� Q wF-12 wF-24 330 C) � W Z Cn if wf 22 z z 33 O 5 ,9 332 WWOODED Z = O STREAM 1 LANDS N/F OF O �_ Q V RJM OLDE COACH *ao- W '4, sTR M 2 s `�� wF 2 o QUEENSBURY, LLC zc1c Z Q r O LIBER 6220, PAGE 39 ,�k'�6 7 7' KF-20 ,� 20, TAX ID. NO. 296.1 1-1-45 � � 0 < Y UPI-1 y(, LANDS OF RETAINING WALL 10.4't -336 O F... } 3 LL CHRISTO R DETMER NORTH SECTION: i� W Lu mo = UPLAND „P,_,o ISLAND ° A M" DETMERPROPOSEDo Q ¢ � m pPROPOSED GRADE 341.00 W 1Z G F, 4 BEDROOM J i .0 LIBER 148Z PAGE 169 HOUSE FAG Q) z TAX 1 96.11-1-9 GA 341't 41' �ii '' /I: W Z uj J PROPOSED FFE=343' EXISTING GRADE 7 "I - ' 340.00' LLl O \�0 JQ\� S =341 340 /f >l l�I 11�1�fi j i/ O A Je Cr 10'MIN '/I�/A�j R4 i%/ ` Cr AREA = 1.42±ACRES / ; ., a LLI LL m_ O LOT 5 IRo 43'f %�� %�/ ~ J Z OUND BOTTOM OF PIPE *-- 338.92 LANDS N/F OF 0 6.2'NORTHKESr 343�f = = �` , DEAN J. BECKOS & OF CORNER 10 MIN. 342 BOTTOM OF STONE ,. DEBORAH S. BECKOS �P� / O LIBER 6262, PAGE 232 / \� FOUNDOO i i i o 24" V w TAX ID. NO. ?6.11-1-8 0 WOODED 10' OF 4• SCH. 40 O 0.7' wEsr CLAY LOAM&SHALE zL 336.59' o Iy, 2.08%MIN SLOPE OF CORNER }�. .. �► r� Y 7 1`Y NORWECO SINGULAR GREEN SEPTIC TAM( �c/1 S E � CONCRE rE .04%MIN SLOPE N `i PAD d N 1r O DISTRIBUTION BOX W 0 0 D E D 0 ABSORPTION FIELD W > d Q 4 LATERALS O 80' Z SOUTH SECTION: 2 STORY O c . TELE BRICK PROPOSED GRADE I 343.00' z PEO.I HOUSE CABLE 32- t �.. PED. 0 W. PINE 36' , EXISTING GRADE / /;�, 342.00' -F-� 1: , RRE• LEC - , L 0 T O W. PINE i / i/ //'' — N u HYDRANT 7RA SF MER LANDS N/F OF ° PED. CHARLES R. BARTON, III 3 '%',r/ ,;';' ;LE — W " 7ECE & KIM B. BARTON PED' o BOTTOM OF PIPE - {-- 340.92' LIBER 3462, PAGE 218 TAX ID. NO. 296.1 1-1-10 BOTTOM OF STONE CL 24" CLAY LOAM&SHALE -4-, �-=-? 338.59' ?o 7_. �,.,, W J p 8 a L� Z:) z N O o z oz LA PAVED DRIVEWAY Q z o 7- J W Ym � Q O_ amo 3 W O loco, \W Qea Q O Cie \ N=W O a g� 0 0 LANDS N/F OF Q > IRON ROD IRON ROD J (� FOUND LOT O ANTHONY J. SPERO T v �PA�'D s�RFAC U WEST F.65'SOUTH OF CORNER WEST & JOHANNAH D. SPERO OFF0.7CORNER =Po F E) LIBER 5608, PAGE 168 r 4 1 TAX ID. NO. 296.1 1-1-1 1 PLANS FOR APPROVAL ONLY d p N 3 1 NOT FOR CONSTRUCTION LEGEND WETLAND LEGEND STREAM AND WETLAND SUMMARY TOWN OF: QUEENSBURY "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY CW WETLAND 1 =0.24t ACRES MAP BEARING A LICENSED �(. O COUNTY OF: WARREN N.Y. Y(DC)............................. DEED CALL LAND SURVEYOR'S SEAL IS ' 0 W/W............................. WITH WIRE = PROPERTY BOUNDARY11LIM/TS OF ✓URISDIC77ON A VIOLATION OF SECTION ..R.S ......................... CAPPED IRON ROD SET TRIBUTARY 1 =195't 7209, SUB-DIVISION 2 of SCALE: 1"=30' I.P.F. ............................ IRON PIPE FOUND THE NEW YORK STATE r C.I.R.F........................... CAPPED IRON ROD FOUND = DELINEATED WETLANDS TRIBUTARY 2=55't GRAPHIC SCALE EDUCATION LAW." I.R.F. ..................... IRON ROD FOUND "ONLY COPIES OF THIS DATE: APRIL 11,2022 Z I I6.O0-2-39-2-39 TAX MAP SECTION-BLOCK-LOT SURVEY MARKED WITH AN B.769 P.986 ................ DEED BOOK&PAGE TRIBUTARY 3=220't 30 0 15 30 60 120 ORIGINAL OF THE LAND �� ekCElStoR =� N/F .............................. NOW OR FORMERLY I I I SURVEYOR'S EMBOSSED PROJ.NO.:21-075 0 176.51......................... DEED INFORMATION = EDGE OF WETLANDS TOTALS: SEAL OR AN ORIGINAL RED off OVERHEAD UTILITY LINES I I INK SEAL SHALL BE A/Q CONSIDERED TO BE TRUE DWG.NO.: 2-4 ESS k OF' ONP PROPERTY LINE = APRROX/MATE LOCATIONAND VALID COPIES." OF STREAM WETLAND AREA: 0.24t ACRES ( IN FEET ) 531 TYPICAL LOT NUMBER PER MAP REF.NO.1 STREAM DISTANCE:470t LINEAR FEET 1 inch = 30 ft. DRAWN BY: AAH LANDS NIF OF I sort rEsrrN PERFORMED ON 10121121 SHEET O F COUNTRY CLUB FARM, LLC WETLANDS CONTINUE _ - - SOIL TESTING PERFORMER BY: 3�0 LIBER 6363, PAGE 32 STREAM 3 - — ---� Kyle A.TESTIChristNG ER and Brandon R.Allen LL TAX ID. NO, 246.7-1-1 8 / / O --{ JURt` 31CTION CHAIN O f O ttN✓c oFE a ° o LIMITS OF STREAMS Q O O O p /�--- Lit 'x�'f IfETLANDS CON77NUE SOIL DATA q 1 J� 'Qau f 1� /o,�,, .isr..r"r' r Y f.l.t � l�l ''-``K( 4 , PERCQLAT1f3N TEST1 '`"",�' TEST PIT#1 54°DEEP r `'�` : I �� {NF-tQ X` s LANDS N/F OF EXISTING GRADE TEST s�48" 5 GAL.SCTAK sir# �[ I t _ 2$-' CIRCLE K. RANCH, LLC : 5' RUN 1 1"PERM MINUTES. 0 RUN 2- 1`PER 22 MINUTES. 0 / / r rt'. _____ - ,1€* z �—-- — -LIBER 6363, PAGE 36 �; , ,. ; LU c� --'- 30'REAR U6 ILDING 5ET13.ACK ul x O_ s r • RUN'3-1°PER 20 MINUTES. LL. U F- t1• TAX ID. NO. 4' RUN 4-1"PER 21 MINUTES. 1JJ „�, ,. ¢ fir. 330 FINNh C� Wf 12> - 4,_...--�- `--�. � w Wog s; —__.- WOODEDo Q N j Hf, ' W-22 SEPTIC SYSTEM u� j v lU` '6 � (� 4 L, a_ ,,ri 1 1 SHORELINE 332 41' _ R"J / SEPARATION DISTANCE - u- ..,h'�' 0 HARD SURFACE ���f tig BLDG,SETBACK VARIANCE REQUESTED "' � � --o'� � ,. � C� � 0 SETBACK , -VARIANCE-- � � � -- r � ��..,.-- LANDS NIF OF � — Z r =1 STREAM 7 vAet�aarcF--- --——�. h >•,• EL W REQUIRED y{ R �� .A- EaurRED RJ1VI OLDE COACH .� STRE z � ` .3 � — QUEENSBURY, LLC sa•BOTTOM of � � >z y{t TEST HOLE � Lu I < ,% ' — - �, LIBER 6220, PAGE 39 - oy _ -- - __ --- TAX ID. No. 246.11-1- s sort DATA a 0 7 o I `LANDS OF �' _'-336 TEST PIT#2-3v DEEP PERCOLATION TEST #2 L" • CHRIS TQPHER-DEFT RE AINtN WALL ?D,A't ]� af UPI-1�t,•... ..... �-"` TEST G�30'-5 GAL.SOAK � ,� � t� /- ;''�� � �-..•.._- EXISTING GRADE h-- ,�►^ f �- UPLAND ANo IstANv t�i 14 M, DETM -- —- _ (~ — —" _ RUN 1 -1°PER 17 MINUTES, <t � m ' �4 PROPOSEd 3�. �" — ——�/ °g 5• /y E C/7 UPI-1Ox ye ! / c, L2_y. RUN 2-1"PER 15 MINUTES. Z o f LA ER 1482 PA 16 r I 1 STCRY HOUSE --- t N ` j r r RUN 3-1"PEA 15 MINUTES. W 4e 1 FFE a 343' 1 CO T �L}. N }. �} ��`� I FOOTPRINTAREA r .ram: ...r---.'" ' :1I#I�(Efe7Hp,. RUN 4-1"PER 14 MINUTES, W + ac, , / t- PROPOSED ! =2.2DD sl�.Fr .� r�liLe s�tti -RUN 5 1"PER 15 MINUTES. Q �- f CL GARArGF_ 1- — _.-�- '�UAf S `y............ ..,. , ►hc- .- s 25'5113E , B`=34i = 340 r }�' 'k � w �'g 3 ILDING SETBACK-- I' _ J4 S EA,�/01 f 85 S) I. ' _w- t •..,, LIMITS OF��+-- /� /� — 7. 2'E --__....— ._ etA� �T Imo: � �' 4. '" �.•, O IR Q9 --- SETBACK q��! a TEST OF 0: 0 .�•�r 4 7 ENCHES Q 80' Q LOT S JURISDICTION Quo '� / C� VARIANCE � — ----- I '�_ _ 34� TESTHOL€ � ChS •8,2'NORTHIiEST lr�. � P RP Q REQUIRC_D .- y ER LANDS NIF OF Ile �'� , `c �s i ye -_. f _ JOF CORNE URISDICTION �� .ao' ®� fi MAP REFERENCES. LL DEAN J. BEICKC?SY& ,, I y / Fie / ��` / FOUND Q° o DEBORAH S. ECKO$ q �¢ 10 " WOODED FOR SEPTIC DESIGN Q7' WST CL / �a IQ 1. MAP ENTITLED MAP PREPARED FOR: MAPLE ROW FARMS LIBER 6262, P E 232 ? / AND DETAILS SEE OF CORNER f _� `' lj�`� / f' SHEETS SUBDIVISION, QUEENSBURY, NEW YC}RK,VALENTE TAX ID. NO.296.1 1 1-8 x ;' f / �, BUILDERS-DEVELOPER;60 SWEET ROAD,QUEENSBURY, NEW / f / - ''�� YORK PREPARED BY SCUDDER ASSOCIATES, ENGINEERS& ,� W PLANNERS, GLENS FALLS,NEW YORK.PROPERTY LINE SURVEY 04 PAD (BOUNDARY ONLY)BY COULTER&McCORMACK, LICENSED LAND b / p ��� Gip s} PAD D E D O O W SURVEYORS. MAP DATED JUNE 16, 1989 AND FILED IN THE O_ uw j� \�K� :r;Y:•' WARREN COUNTY CLERK'S OFFICE ON OCTOBER 31, 1989 IN PLAT (D CAB..Al-,146. 4n - S 1. MAP ENTITLED: "PLOT PLAN OF LANDS OF FRANK H. & Z a zill� ��/ / 2 STORY CATHERINE M. ROLAND BEING LOT 8 OF MAPLE ROW FARMS W d o v� BRICK SUBDIVISION"BY DONALD L. PIDGEON, Jr, DATED FEBRUARY 15, �„ R h u LE / HOUSE - 2005. CABLE Q � / s2' CIC � m ED� PED. y�► } y IY. PINE LOT W. FINE ED L 4 L7* j '1. MAP OF A SURVEY PREPARED FOR THOMAS J.KUBRICKY tit HYDRANT s $s. IR SF ER LANDS NIF OF CONSTRUCTION LANDS OF CHRISTOPHER AND EVA M.DETMER 0 a in ° � _ /` CHARLE$ R. BARTON, i1! 3 BEING LOT 7 OF MAPLE ROW FARMS SUBDIVISION"BY DONALD L. Z o � � / $� X1M B. BARTON � PIDGEON, Jr. DATED FEBRUARY 26, �021. Q � o� zp LIBER 3462, PAGE 218 Lu J TAX IQ, NO.296.11-1-10 MAP NOTES: f._ * z�2 �2 1. NORTH ORIENTATION AND BEARINGS ARE REFERENCED TO UJ 0 ¢go DATA DEPICTED ON MAP REFERENCE NO.1. � ♦— W 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN 0 ,`"`�Ir N a w UP TO DATE ABSTRACT OF TITLE OR TITLE REPORT AND IS G1 I THEREFORE SUBJECT TO ANY CONVEYANCES,EASEMENTS OR 6 0 ICLG RESTRICTIONS OF RECORD SUCH DOCUMENTS MAY DISCLOSE. a p LA PAVED DRWEWAYA 3. REGARDING THE SEPARATION DISTANCE BETWEEN EXISTING Z I WELLS AND THE PROPOSED ONSITF_WASTEWATER TREATMENT Q SYSTEM, REVIEW OF ARIAL PHOTOGRAPHY AND A SITE 1 < 1 INSPECTION CONDUCTED ON NOVEMBER 28,2021, INDICATES a } THERE ARE NO WELLS WITHIN 100 FEET OF THE PROPOSED ) I aS � mC4 1 - SEPTIC SYSTEM. Q` - - - - - - - - - - - - - ZCJ " � � IRON ROD � IRON ROD LANDS NIF OF — 4. AN ADDITIONAL TEST PIT WAS WITNESSED BY A Lea z FOUND LOT 09 ANTHONY J. SPERO FOUND = fp iwsT REPRESENTATIVE OF LABELLA ASSOCIATES ON BEHALF OF THE 4 � .6S SOUTHWEST ` op suA'�acE,r ti y Of CORNER & ,1 LIBER sN6oN8 H D,PAGE$FEP{3 of CORNER TOWN OF QUEENSBURY ON 1128/22. DEPTH OF GROUND WATER WAS ENCOUNTERED.EXCAVATION WAS �.- I } I TAX 1D, NO. 96,11-))b81 � Q 5. THIS SITE IS SERVICED BY PUBLIC WATER. N �. ... ....�..... ' ter, LEGEND ICJ E l L N D LEGEND STREAM AND WETLAND SUMMARY UNAUTHORIZED ALTERATION TOWN OF: QUEENSBURY OR ADDITION TO A SURVEY MAP BEARING A LICENSED F lj WETLAND 1 =0.24t ACRES COUNTY OF: WARREN N.Y. �G• (DC)............................. DEED CALL LAND SURVEYOR'S SEAL IS � W1w „. WITH WIRE = PROPERTY BOUNDARYItIMITS OF JURISDIC77ON A VIOLATION OF SECTION . B� c 1 R.5 ......................... CAPPED IRON ROD SET TRIBUTARY 1 = 195't 72Os, SUB-DIVISION 2 OF „_ y q ...., IRON PIPE FOUND 3,1 THE NEW YORK STATE SCALE: 1 30, r ' C3 CAR.F..... ....I........I.... CAPPED IRON ROD FOUNb _ B EDUCATION L.AK' ! I R F ............................ IRON ROD FOUND f = DELINEATED KE"MANDS TRIBUTARY 2=55 t GRAPHIC SCALE A.LE ONLY COPIES OF THIS DATE., OCTOBER 21 2021 */ — W 116.00-2-39 ... TAX MAP SECTION-BLOCK-LOT SURVEY MARKED YATH AN t^y B 769 P.986 ...... t DEED BOOK&PAGE TRIBUTARY 3=220' 30 O 15 30 60 120 ORIGINAL OF THE LAND 'r / [ N/F .............................. NOW OR FORMERLY SURVEYOR'S EMBOSSED PROJ.NO.:21.075 (:1 {176.Sj...................._... DEED INFORMATION ...._ = EDGE- OF WE RANDS :. - tt 60 SEAL OR AN ORIGINAL RED �+ " TOTALS: INK'SEAL SHALL BE B;3 " off OVERHEAD UTILITY LINES I CONSIDERED TD BE TRUE DWI;.NO.: 21-085 4A I s - -—— PROPERTY UNE _ APRROXIMATE LOCATION OF STREAM WETLAND AREA: 0.24t ACRES { IN FEET AND VALID COPIES.' (531 TYPICAL LOT NUMBER PER MAP REF.NO.1 STREAM DISTANCE:470t LINEAR FEET" 1 inch .- 30 I'U DRAWN BY: J.R.