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2024-0094 1.1 V E. -•p E GBE2; 2,0211 . 11 . • .• . . . . . . . . ----77,-,--.,-..„ , ,• \ . . . . . .--,- -- Office •Onl y ,,f".•;', BUILDSOIre- VARIANCE . Perrn1t$:; :A* 7 0014- • APPLICATION Pond stew$ _ .i kcf-l?77", .• „ .. . • mini d 4:::'.:*',r,.,--: •imoolotek . 27°24.."°A,A'' '' , 742'Day RoOti,(8teePtbittY,NY 12804 . . P:Sta441-62r4 .v.rww:queensise*.net . ' .• . . . • • Submittal:I(one)original&8 copies of the completed application package • .,.PLEASE PRINT Lgeki3 ,Y OR TYPE, PLEASE INCLUDE AN EMAIL ., ,. •, .. .. • •, section s.: . .. • , • CohOct inPrOPtioP: •- • . Property Owiter(s): 1116 A- ti 1r Ffiffi 'i k 4-ilik. Owner's Agent: f .teinsid Hall Architecu ., Address . . 2 . 2460 Ridge Road : . ' ' ° 134 Dix Ave • ' Acidress; . . • ' - . .. ..` • •• ". ClOeensburieNY 12864 ', • .. . .. . .• . i•-.7...Phone-8:-,2. ''-7; • • •••• • ... •:. .- 7--t,- -• , • ' •. •. .11hiiikett:-.514r41040:.. :• ' _ : ...r.__'_±_._= __:_., .1..L__: : .: 'EMe-ilti*C14'4°0-6—aPt•cirr •:' 71-7 ' ' Eiriall: ePt14@rhalp.dxorn Section 2i • • • • - • • : • . 7 ' ' Site infOiniation: • • • • '-• . . . . • , . . . • , • • .site Aildreii: 2460•Ridge Road , - • ' -. , . : _Taiiii-jii:.246:6-f-33 . • • 7. __. - . .; .. . . ._. _ --. -- . _ —, --:- - Directions toSrte .. . . Section 3: ..lcol __ ,: : •• Distance from well on propertyto sepiksYstemlif aPplicable).0' 'peopos-ett- - feet • " • : . l•VIStir)5"— • " SectiOn 4:' - . . • Is it possible to install a conforming septic system on this property? .1 f Yes . . : 'No • • • :• - • • ____ If YES,please explain and attach a diagram: . - • . . . . : . . . . ,, . ' . • Settion 5: , . . , . Does the proposepropo4system meet setback requirements for distance from wells&septic systems on neighboring properties?, : es 0 No If NO,please explain: . . • . , Section 6: • Is the proposed system to be installed under a parking area? 0 Yes )4No . . • Section 7: • .• . • Section of the Sanitary Sewage OrdinattcOtroM which You•are seeking the variance(i.a leaching intern will be 89 ft.• . _ .. from well in lieu of'reqUired.1.00`ft).. _ - - • . • • • . : :: • - :SeptItVarlarge " • • • ''. : -•• ' - 1 -• '—. .. - '. . ....' . iiiEciiinbii•zi)i 1- .. - . .. ,, .. ..:'j : -;.: .. • .: " .• •:. •' ' .: : 2 .: ..' MOUVICI 170t.;.0 .SWpe, 1D. .19e I SH., fietym: . ! tti Din iititi 0- 100 ..F.FrquIre - .• • : . •1 ( (.41)i. ..•• . . . . . . .. . . .. . . • • Section 8: List the names,parcel addresses,and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name GFraN0g 1)Iv totM Address 4 Poile.,P-cciel Tax Map ID 240 . (91 32 . . South Name. sa.i.14, poile447 . .. - . . . • Address I 0C,E ono , Tax Map ID 240. (1) 7 I _ Se._ I c East `Name 1I L 1� sMap a on NOYth '� tlVq6®0 . . Address. t'4&'t t • Tax Map ID - . West vim' I DC11/101 27 Name D e�' Q. . ... — . . Address . 2-446 .. .. Ptiaq : ad' ... •.. . . .- Tax Map ID • 2 lO ' .'I 2 '_ _ . . ' Section 9: _ • _.— — OWNER STATEMENT I/We rdn hereby reli?ve�,the Town of q_ueensbory from any liabilities on the plumbing and septic system located at: : - li u l�4QBv ILO i, • puttingpleaching systemrequired • e realize that uttin the well,se tictank or less than the . I' feet from the. 5--4 4-, 'S j;_f tJ' may increase the risk of pollution. - - - - Owner—Print Name:. -------- Pet- � ) y Date: ��// Section 10: • NEIGHBOR'OR TENANT RELEASE STATEMENT,(/f applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: .I/We realize that putting the well,septic tank or leaching system less than the required feet from the • . may increase the risk of pollution. Neighborfreni3nt_Print Name: Neighbor/Tenant—Signature: Date: Septic Variance Antilicatidn, ' Revised December 2027 r _ I i • • PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: • 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property,including: a. Lot dimensions b. North arrow and scale:1 inch40 feet • c. Location&dimensions of existing and;proposed buildings,showing setback distances and • uses d. Parking layout to scale(if applicable) e. Physical features(street,steep slopes;lakes,wetlands,etc.) • f: Location of all wells and septic systems on neighboring properties . g: Adjacent ownerships ° h: All•properties within 500 feet A"sample plot-plan and location are shown below: t� 41 fr •=-r y . 1 - ' . _\ i'�$ r .._. - :� ham! ii: .i 1\ -, ,1,.. '..)._„ii -I i 1 .0. r )...„,-,..,n, , .. . ., .,:,..N.,,-„,.,.-tetz...........„.... , ,.• . ., • 5 , j .---' 3. .r i t : i�-ti : ;t }.. . vi $ ww �' r >� � 1 �' 'ek,� r• �:- air i! M— .: � • ., • { • .fit.. '. .. .. .. f' 1 *1f. it-i 1 t . I • r k.I CJ' ' - / *7----,,,..6.4*---.1 1' if . 1,/ 11 -. , } " r' \ • 6 i _r. -,p`�` _�7^ .ro'-"T'• 1 / ` -W4L.B- • til : ,.,11 t. < Pima,. iI ,V • Septic Variance Application . Revised December 2021 , F . . , . 4 I. Section 11.: .AUTHORIZATION AND SIGNATURE PAGE . . This page includes the Authorization to Act as Agent form,engineering fee disclosure,authorization for site visits,other permit responsibilities and agree inent to provide documentation required. Complete the following if the OWNER is using an Agent: . , .• •'Owner's Name: . • Desigriates!'ftriWitiall ThiiiiiiettlAs agent regard*the Septic Variance fOr ,,,., Site Address: : 2400 Wilt •r1Q0cGt : : -•- • • . Tax Map#: .2411)..0- 1 — .,?)S , • . . : . . . . . ,• Engineering Fee DisClOsurei,ApPlicatiOnt may be to the Town consulting engineer for review of septic ' • • design,storm drainage,etc as determined by the Timm Board of Health. Fees for engineering review services . --."7••' • will be charged directly to the applicant.-• • • - -;-- - • • • •• - • "— --. ••7 ••- - - - --: - . _ • , - , ' • ' , • _ • ______. ,_. = _ , _ _ Authorization for Site Visits:By signing this page bhd-Oubinittini the application materials attached herein,the -- Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health,building and code __-_- • _ . . Enforcement Officers and TOivn-Erigineer to enter the subject properties for the PUrpoie of reviewing the application subMitted. • - : , . • . • Please Note:Other permits may be required for construction or alteration activity subsequent to approval by- . the Town Board of Health. It is the applicant's responsibility to obtain any additional perMitS, _ _ • - "-- - Official Meeting Minutes bisdOsure:It is the practice of the Town Board Of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the .:,, • .. -- - minutes transcribed from those tapes constitute the offkial record of all prOCeedings. If there is adiscrepancy . • 'between such record and the handwritten minuteStake ,bythe designated stenographer,the handwritten ' ' --, , ------ , •minutes shall be deemed the official record. E. • • .: ----- . • _ • I,the undersigned,have thoroughly read and understand the instructions for submission;agree to the submission requirements and completed checklist: ' • • . . . . . . . • i ,l OWNER—PRINT NAME: . 1.-IN., OWNER-SIGNATURE: . :4 • \,11,'- DATE: 2.4//2-•tf AGENT-PRINT NAME: 141%14 V•+4040--•KliCINtea4 144140 AgetarrOMA2 • AGENT-SIGNATURE: 40.,,i,•,, ,4110 DATE 1 ite.Z.024 . . . . Septic Variance Application : Revised lieniber 202.1 : " . . •. . . . • : . ; , ' . . TEST PIT INFORMATION TEST PIT INFORMATION TAKEN — 11 DEC 2023 BY MACKENZIE PELTON, EIT — RUCINSKI HALL ARCHITECTURE 0-2" TOPSOIL 2-16" DARK BROWN LOAMY SAND 16-24" MEDIUM BROWN SILTY CLAY WATER SEEPING AT 16" WATER STANDING AT 19" PERCOLATION TEST INFORM TEST PIT INFORMATION TAKEN —11 DEC 2023 BY MACKENZIE PELTON, EIT — RUCINSKI HALL ARCHITECTURE PT-1 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. 1st TEST 20'-15" 2nd TEST 21'-33" DESIGN STEPS FOLLOWED BELOW FROM RESIDENTIAL ONSITE WASTEWATER TREATMENT SYSTEMS DESIGN HANDBOOK— APPENDIX 75—A AND APPENDIX A (PART 2) SELECT SUITABLE FILL— FILL IS 5 MINUTES PER INCH (APPLICATION RATE OF 0.95 GPD/SF — TABLE 7B or 4B) DESIGN FLOW— EXIST. 2 BEDROOM HOUSE WITH STANDARD FIXTURES AT 110 GPD PER BEDROOM =220 GPD ABSORPTION AREA = 220/0.95= 231 SF MIN. A*(STONE)= BED WIDTH = 10 FEET B*(STONE)= BED LENGTH =231 SF/ 10'= 23.1' MIN = USE 25' BED DIMENSIONS TO BE 10' BY 25'= 250 SF ABSORPTION AREA MOUND DIMENSIONS BASAL AREA REQUIRED FOR 21-30 MINUTE NATIVE SOIL WITH AN APPLICATION RATE OF 0.45 GPD/SF (TABLE 6B or 4B) 220/0.45= 489 SF MOUND TO BE 41' BY 26' (3:1 SLOPE) 36" MIN. FROM HGW TO BOTTOM OF STONE (WITHIN 1,000 FT OF LAKE GEORGE) PROPOSED BASAL AREA PROVIDED= 1,066 INSPECT AND USE EXISTING 1,000 GALLON SEPTIC TANK —CONCRETE NEW 750 GALLON MIN. PUMP CHAMBER— CONCRETE o tiS i B�,d Fence A N 0.33 + 0.31 AC LOT WELL + DISPOSAL FIELD 1 LOCATED BY SURVEY AND > 0 TOWN OF QBY FILES > � I yrca,,, Lands Now or Formerly of _ — Garner Unlimited / — Book:5656 Page:131 / > 240.6-1-32 > 5` OACe59Gp' INSTALL NEW MOUND SEE C-2 DRAWING '� ' �` _ /2" sq•�F z FOR DETAILS \ Wed Fence ' \\ .31 LU '0"I I 0.34 AC LOT 1 , VACANT N 71=5 \4a V da tt �\ O I I i 11 1 I WASHINGTON COUNTY F (2 "'� (NO WELL) � IR 7� � � �,_, I0•Crabapple -� � I t t gltl I� WELL SS 800'f IDENT GE "t 3 GEOR ' imp she t ' I I Ilil t FROM PROPERTY LINE > A 11947 Sq, Feet mneRe�,n,n _ 11 E III 27 Acres I(dLDx III 111 1 -- `I Ilt�l t _� 3 I I Shed ' 111' III I W` ° I1 I s•cr��Pi�— , / 7" W wo S{ofY 371.2 TI, 1 � ame � I III I 8e 374 t wo R d98 Rona" o IR r�r 9 s l > \ (� I z.l 3� . w / / pane Tan o / t /PF (2017) �f1Q}'rJ�� I / 1-2, CIRF (DLD — 0 'MJI � 371 \ I / A 10' G�bapple 'Pine p��G�n -- —J f > 1 Po.e 131.2 3` — �/ /� oanaeFnFla2 — I W _ 54 \ \ — 10.72 AC LOT \ \ v 0.94 AC LOT > DICKEY \ — — — — — — — _ ; VACANT WELL 500'+ Lan Now or Formerly of (NO WELL) i Robert Schulz Book:581 Page:1000 240.6-1-35.1 > \ OVERALL SITE PLAN o 2"0 VENT ABOVE FIN. GRADE WITH BIRD SCREEN FROM SEPTIC --- TANK — RESERVE CAPACITY —/ AFTER ALARM SOUNDS EQUAL TO ONE DAYS CAPACITY (DUPLEX PUMPS WITH INDIVIDUAL ALARMS MAY BE USED IN LIEU OF A SINGLE PUMP AND ONE DAYS CAPACITY) GRADING NOTES BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. ALL BARE —EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON— ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE —EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED —CANARY GRASS FOR FOUR (4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SWALES AND DITCHES. APPROXIMATE FINISH GRADE HIGH WATER — ALARM SWITCH START LEVEL_,7___ LEVEL CONTROL — SWITCH SHUT—OFF LEVEL MANHOLE COVER (LOCKABLE) AT GRADE PROVIDE 3" SAND OR 06 oo�� PEA GRAVEL UNDER TANK EFFLUENT TANK DETAIL N.T.S. PUMP STATION NOTES HANGER PIPE FOR PUMP REMOVAL M C11 11 _.41: 2"0 TO DIST. BOX QUICK DISCONNECT SLIDING COUPLER 1. PUMP TO BE EFFLUENT PUMP GOULDS MODEL GL3885—WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS �V�WD RECOMMENDED. INLET BAFFLE 12" MIN.7OVE'REROV ALL STRUCTURES #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL FROM EFFLUENT 2" PVC ►`� PUMP CHAMBER 0 O 0 N ' "—ALL OUTLET INVERTS � TO BE SET AT PEA EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS REQUIRED) DISTRIBUTION BOX N.T.S. GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SITE PLAN DRAWING PREPARED BY VAN DUSEN & STEVES LEGEND — — — — — PROPERTY LINE ---------------------- 10'-0" PROPERTY LINE SETBACKS — E — E — E —E UNDERGROUND ELECTRIC SERVICE ss ss — ss ss — SANITARY SEWER W — W — W — W — WATER SERVICE E/P EDGE OF PAVEMENT SEWAGE DISPOSAL_ SYSTEM NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE TOWN BUILDING INSPECTOR. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS — INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75—A. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL. SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. — INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE — OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE 3" AIR SPACE ABOVE "T" TO TOP OF TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CLASSIFIED BODY OF WATER. HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1 /4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH 1 /8" PER FOOT. SANITARY DISPOSAL FIELD: 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY THE SEPTIC TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT. DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". THE PUMP —OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULTI —COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER BEING PUMPED OUT. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS OR CLEANERS INTO SINKS OR TOILETS. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM THE ABSORPTION FIELD. TOWN OF QUEENSBURY— CHANGE TO SCHEDULING INSPECTIONS— EFFECTIVE 2019 YOU MUST PROVIDE AN AS —BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS —BUILT ON —SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS —BUILT MUST BE RECEIVED PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS —BUILT DRAWING PRIOR TO RESCHEDULING THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 0 REVISED 24" TO 36" 23 FEB 2024 Nol DESCRIPTION DATE REVISIONS W�/ 0 N Q Ld� I, U } Z Z�Q U = = Z U W a o F— o W LdwD _ W O Z U 0 U ¢-'�_ N 0 a LL o�~ Q�00 ¢0o J J o �Uj� = U 0 U W 0::O N a N N 0 z = O O~ — O O T Q w a i Z — » Z Z Q) Q— Q I.(� In N Z Z U D X `p U J r Q o a = a o C �w U x o �c� >°i°w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. Q� O �--� 0C CA U � � � • CC3 O � V 1 • �� O U ct CA �--i N CAD FILE NAME ACAD\MCGUIRE EX\PELTIER\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE PLAN AND SEPTIC DESIGN N OTES DRAWING No. C-1 7 2" PRESSURE PIPE 3" PERFORATED PIPE YO SOLID PIPE WITH LOOPED ENDS (TYP.) - ------------ ---------------------- --------- -- -------------------------------------------- (0 I TOTAL BED SIZE N o 25' BY 10' =250 SF Lo - o CD ----------- --------------------- N sl 2'-6" 20'-0" 2,-699 25'-0" PIPING NETWORK N.T.S. MPORTED FILL + TOPSOIL PERFORATED PIPE DIA.= 3.0" STONE ° _ °O O O� °061` �;�°On°` o . z I .IMPORTED SOIL' 5 MIN. PERC RATE cal ,.4szI N 9 9 OI Z I NATIVE MATERIAL- 21-30 MINUTE PERC RATE �I NI x I N lk -�. TYPICAL BED SECTION N.T.S. )CATION OF ADJOINER'S WELL VARIANCE #1 REQUEST: 78' IN LIEU OF 100' MIN. WELL TO TOE OF SLOPE (22' RELIEF) IUS OF 100' TO CLOSEST WELLS 'ROPOSED TOE OF SLOPE FOR IOUND SYSTEM 331 BY 18'W ZOPOSED LIMITS OF STONE BED :E MOUND DETAILS )" MIN. ABOVE GRADE BE FILL BELOW STONE GENERAL NOTE: BASED ON EXISTING SURVEY MAY NEED TO BE REMOVED FOR INSTALLATION OF THE DISPOSAL BED. CONCRETE PAD TO BE REMOVED OR RELOCATED AT OWNER REQUEST. N 750 GALLON CHAMBER VITH EXISTING MBER „r I L_.,�„ I SON OF EXISTING 1,000 GALON TANK TO BE INSPECTED AND REMAIN ASSUMED GOOD CONDITION AT TIME OF LAST PUMPING- FINAL LOCATION TO BE DRAWN ON AS BUILT ENLARGED SITE PLAN 1 "=30'-0" 8' TAPER MAX SLOPE 3 D 26' TOTAL WIDTH 10' BED WI 0 2.5' USEABLE FILL SLOPE TO SHED STORM WATER 8' TAPER E MAX SLOPE 6" TOPSOIL ____ - - I INCH PERC. RATE �� I EXISTING GRADE -1% (REQUIRED <12%) ---------------- _______ ------------- __ 12" MIN- NATIVE SOIL --- --------------- ------------------------ 11-120 MINUTE PERC- EXIST. 31-45 MINUTES 36" MIN. SEPARATION -------------- -------------- 0 HGW- WITHIN 1,000 FT TO LAKE GEORGE z U 0 w m ��r\ LN 1tK (NU I ENCOUNTERED) PROPOSED FINISH SWALE SRIO INDICATED MOUND CROSS SECTION (F. 3213) TO INSURE STORM WATER NO SCALE IS DIVERTED AWAY FROM TILE FIELD 41' TOTAL LENGTH HC:W— ri nv SLOPE TO SHED STORM WATER ENCOUNTERED AT 16" 25' BED LENGTH 8' TAPER 6" TOPSOIL PERFORATED LATERAL MAX SLOPE 3 _ -- - MAX SLOPE W v � VV System rar 3 . unra' ® systern For, avton , Load, Ch1winw, $001mwd, Cloody Water & Turwdity Perked for g Hausa Craft Over Wroweries, Growers Agriculture Food & Beverly Well Aftlew A C fly Watery Covarywelal muslmoss Id es WS2 04 ugrowd VI/ 10 aumv Y/i§l _ �''�iu�<f �'i %3 N�.. �§�,�3'x,//N'%�%. i.Csry�.✓/iy.. f. ' ,✓ Et��'.✓ ° .,,t„jqy yS£,s'',��.<1 //Nh $�"p,�.;vu, rfuby,6;>,. 'Ynib/<6 /Y4'He/ Y/s c9,k.Y vvmv�;!f. s'rl-ty, OW pow, p:/,/. 3f#y, ,i kn, 6$ #, ,..,vv* y � rksz.... spr,'m§ ro ,%fig' emsuo "6 at ,J I h r,/p .f iWn m f UV .,,£x„*m%: 6 §y�it' /1'$P'o W'3 9'� �'t /�$ 5 . '"' •rays,: &St `'<�c6 I'm n Im W homwkmg , "'Impy s , be mr 7 c"m afmay'/9 u l'?. f* wwma 'vw �lvo 's&0aPSan't :§ "si'.Y"i 'swf! .G✓:, s✓ ,.,§:.<. / tS',y;.. 0fv/ -: q/ o sd/ l/,%'ps!i lJ v mrnp si O ly't �' r6,� §/F yi t s� i§ �' •/x �� f/'yE: s"i -$`§w rtF r's ys �w, §yam ij°fir, .F %� ,p;, t F 6 ; it ,,��: tf �x� % �y ,x,:, /i �xa,� , „,.�,§%4ra 3. „xylsmY,/ ts:<. % A 4"A94 nw * 2�41 es, p o ;',r�£ ui i$, do✓ 0116hy 61,4 ���;�'s u„F�,✓§�Ls,��'/'Cs''','.:�'„'�wi�a64�C!y'�yhrivz�xl!l4x/yss� ✓,9„��ry.,�,��%tw ///,•�s,'!.hs�s ��x•J.,✓�;�tT$r.,�!> Yy3ru;.� , $£, £�n$kti ,s , oh�� �t �%?'�lss,, s,,Y�yt ✓'st,2,,. >�y i li ,i� ,i��,'Cxi�u,�"�`�'2;. Pbx§"'//F' f,�g ,l,i�`, /s',z9�/ky4 Y s d ekAes t fByr:§€,6i.,3,y�i, l;§ y Y o r;� w,,a , t°%' §c„�9 /,,, K'44* �A/� d "'w �� mum ems//. s/a4t.� rtii' o-, � N, - t'' � %��'�,a, w;'r,'. � „a§?�y<t t.:•� y�„"�lt&Cy« �i�,y £�/i.,�,ge,.: �.i �fi�i.Y �,o, �, �9:, ayys¢ 5y§y/.,"�*l'�',°&yi..'`�;'`..�', 0`o,.YA,§.� .'�'s,�::.. for §i/y, cy?Wis ow Via.„i6 x 12 .4 j%, UV FILTER DETAILS INSTALL UV SYSTEM ABOVE OR EQUIVALENT v USEABLE FILL U - - _1-120 MINUTE PERC.--- EXIST 21-30 MINUTES --------------- ------------------------------------------------------ 36" MIN. SEPARATION ------ TO HGW- WITHIN 1,000 FT TO LAKE GEORGE z U DO w HGW- CLAY GW ENCOUNTERED AT 16" BEDROCK LAYER (NOT ENCOUNTERED) TYP. MOUND SIDE VIEW (F. 32 ENO SCALE,-, � n � � � n TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT ON -SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS -BUILT MUST BE RECEIVED PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS -BUILT DRAWING PRIOR TO RESCHEDULING THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 0 REVISED 24" TO 36" 23 FEB 2024 No. DESCRIPTION DATE REVISIONS W a Q 3 Z) N U z z z � a UD0Z of F- mow F- WNW _ 2 Li 0 Z U < -i NU {.L 0 a = o� Q ��0 �Z ¢p0 J ~ J Y E F�� Q 0- s0- U 00L 0wcc 2 00 N (0 N N 0 z=o O~ �_ 00 U c: P�:: W -i = 7 © O z } CO 22 L Z I-, I-- > > z V +� > v7 O 00 o0 t < Q Z [Ifz �a- � Ln Ln � U J _0 Ux �QQ — o N = O O C U X �— OfW MCA >LLW WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. Q� O U C/1 �3 U � O � V 1 • �� O U � N HI \1 W CAD FILE NAME ACAD\MCGUIRE EX\PELTIER\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE ENLARGED SITE PLAN DESIGN DRAWING No. C-2 r SEPTIC DISPOSAL PERMIT Office Use Only x APPLICATION Permit#:_ 20 " O 111 f /LI; _ Permit Fee:$ 1, ! __ Invoice#• 742 Bay Road,Queensbury,NI 128134 !! )1 LIA� ! 1,+ a, Pt 518-761-8256 wwwgueensbury.net j j' pain 2 ^l;• a septic Variance? • : Ii ZQ • Flood Zone? No Wetlands? No Reviewed By: Project Location: 2460 Ridge Road - Tax Mali#: 240.6-1-33 • RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older I 150 • Installed? (choose one) ❑ -Q 1981-1991 • 130 Spa or Hot Tub Yes No ' 1992-Present 110 2 110 220 Installed? (choose one) ❑ r] • PARCEL INFORMATION: Topography (x Flat Rolling D Steep Slope % Slope Soil Nature [P Sand ❑ Loam (J Clay ❑ Other, explain: Groundwater At What depth? 16" Bedrock/Impervious material At what depth? 16" Domestic•Water Supply • ❑ Municipal [Well ❑Lake: • (if well or lake, water supply from any septic system absorption is • ft.) Percolation Test Rate: 21 per minute'per inch (test to be-completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size Alternative System Bed or other type:. .l mound Holding Tank System Total required capacity? ;tank size ; • #Of tanksJ Septic Application Revised July 2022 r • CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): keRicKi {'b 41 terAwt, Mailing Address,C/S/Z: (3 - PI)( Ave, Cell Phone: Land Line: f-J.!!- Email: • Primary Owners): Name(s): Mailing Address,C/S/Z: "l IL (JM 2_ S.A6ti 4_ Ave Cell Phone: 5 ik:5?y_ 9/ ' Land Line: Email: • 4,Qtr,f,Lfc/ -l9--4,4,ci�l fl Check if all work will be performed by property owner only * Contractor: Contact Name(s): ?)\ • Contractor Trade: eA CGWQ.Ih`DV'\ Mailing Address, C/S/Z: Cell Phone:'5($-1q(Q- 113O Landiffie: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): (o Name(s): �,(X'AV1S�i i4�YL 1COMe." -- Mailing Address,C/S/Z: lqiet t?IX JRl/ ram,S►\p i Cell Phone: Lan Line: .6g-14EO24 Email: guAtl0,Ut -PG Aim Contact Person for Compliance in regards to this project: tok.tij -Q,t9-.eFfDv- Cell Phone: '5Ig �j?�(.- b, Land Line: • Email: FYIR,bizO 4Fl-Pe•COw1 Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of QUeensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: TI 24.42�i SIGNATURE . j t �— 4L//911 DATE: ✓ ` Septic Application Revised July 2022 �.�' " TOWN OF QUEENSBURY � � 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist -dlan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and f,� "rcchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) fI-4/�All wells on property and adjacent properties shown Water line shown Municipal or well 10'separation to any part of system -etback to property lines show 10'or more for any part of system rziLSeptic tank and pump stations 10'from foundation,50'from any well/lake/wetland, 10'from any waterline J//Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) 4 Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each . 06 Leech Field 20'from foundation 100'from any well 10'from water line OCA,f.I c,,��� 1/l� pley.L_______- 401Seepage pit 150'from well 50'from septic tank A/ Seepage Pits 3-times diameter apart ,()_P�Septic tank and pump stations over 30 gallons 50'from watercourse or wetland -Pik Distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George eil___ A.eech field 100'from watercourse or wetland Toe of mound or bottom of retaining wall 10'from property line, 100'from well,20'from foundation 9-1J Provide Engineer/Architect stamp for bed or design systems _if, Department of Health Approval forall mobile home park new systems Flood Plain requirements t'V,- 2'above established flood elevation to bottom of system All tanks anchored or 2'above flood elevation 114-- )1,, cn G 4 20 Z4 - O D RESOLUTION APPROVING THE THEODORE R. PELTIER FAMILY TRUST'S APPLICATION FOR SANITARY SEWAGE'DISPOSAL VARIANCE RESOLUTION NO.: BOH 29,2024 INTRODUCED BY: Mr.Harrison Freer WHO MOVED ITS ADOPTION SECONDED BY: Mr.Anthony Metivier WHEREAS, the Theodore R. Peltier Family Trust (Applicant) filed an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement sewage disposal system with its mound toe of slope to be located 78' from the well in lieu of the required 100' setback on property located at 2460 Ridge Road 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 Monday,March 18th,2024,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 1 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 Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of the Theodore R. Peltier Family Trust for a variance from the Sewage Disposal Ordinance to install a replacement sewage disposal system with its mound toe of slope to be located 78' from the well in lieu of the required 100' setback on property located at 2460 Ridge Road in the Town of Queensbury and bearing Tax Map No: 240.6-1-33,and BE IT FURTHER, RESOLVED,that the Enhanced Treatment Unit (ETU) shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, and [BE IT FURTHER, RESOLVED, that the variance is contingent upon the Applicant agreeing to install and maintain an ultraviolet disinfection systems or equal (as determined by the Town Code Enforcement Officer)on the water supply line from their well,and] BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 18th day of March,2024,by the following vote: AYES : Mr. Freer,Mr. Dixon,Mr. McNulty,Mr. Strough,Mr.Metivier NOES : None ABSENT: None TEST PIT INFORMATION MOUND DESIGN TEST PIT INFORMATION TAKEN - 11 DEC 2023 BY DESIGN STEPS FOLLOWED BELOW FROM RESIDENTIAL ONSITE MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE WASTEWATER TREATMENT SYSTEMS DESIGN HANDBOOK- APPENDIX 75-A AND APPENDIX A (PART 2) TP —1 SELECT SUITABLE FILL- FILL IS 5 MINUTES PER INCH (APPLICATION RATE OF 0.95 GPD/SF - TABLE 7B or 4B) 0-2" TOPSOIL DESIGN FLOW- EXIST. 2 BEDROOM HOUSE WITH STANDARD 2-16" DARK BROWN LOAMY SAND FIXTURES AT 110 GPD PER BEDROOM =220 GPD 16-24" MEDIUM BROWN SILTY CLAY WATER SEEPING AT 16" ABSORPTION AREA = 220/0.95= 231 SF MIN. WATER STANDING AT 19" A*(STONE)= BED WIDTH = 10 FEET B*(STONE)= BED LENGTH =231 SF/ 10'= 23.1' MIN = USE 25' PERCOLATION TEST I N F O R M A TI BED DIMENSIONS TO BE 10' BY 25'= 250 SF ABSORPTION AREA MOUND DIMENSIONS TEST PIT INFORMATION TAKEN —11 DEC 2023 BY BASAL AREA REQUIRED FOR 21-30 MINUTE NATIVE SOIL WITH AN MACKENZIE PELTON, EIT — RUCINSKI HALL ARCHITECTURE APPLICATION RATE OF 0.45 GPD/SF (TABLE 6B or 4B) 220/0.45= 489 SF PT-1 MOUND TO BE 41' BY 26' (3:1 SLOPE) 36 MIN. FROM HGW TO BOTTOM OF STONE (WITHIN 1,000 FT OF 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. LAKE GEORGE) 1st TEST 20'-15" PROPOSED BASAL AREA PROVIDED= 1,066 2nd TEST 21'-33" INSPECT AND USE EXISTING 1,000 GALLON SEPTIC TANK -CONCRETE NEW 750 GALLON MIN. PUMP CHAMBER- CONCRETE tiS A ACZD N -------- 0.33 + 0.31 AC LOT WELL + DISPOSAL FIELD ' LOCATED BY SURVEY AND i i 0 TOWN OF QBY FILES — / e .. Lands Now or Formerly of � Garner Unlimited Book:5656 Page:131 240.6-1-32 0AOOe9 CG INSTALL NEW MOUND SEE C-2 DRAWING /r sq�e�tF ;z FOR DETAILS /j 00 0.34 AC LOT \4,�� \ 0 I \� o I I I I I Im WASHINGTON COUNTY VACANT N �?° I I I I I g1 / (5 RESIDENT NO WELL) ,� c.abappe m , Ill I WELL IS 800 f 3 4 G CRGE , j /' \ --------imp -Shed' III, �- �'D�° III I 1 FROM PROPERTY LINE To �p,K \ ( A ��� Re_n_„ v 1 �1 11\ J II I i 111 \ 11947 Sq. Feet mbe q E �.27 Acres � M\N•�S, I c� I(dLDx �'I 111111 1 11 1 I I 1 1 1 i I Za ,s•cti+Pr== -� ��N � w '1W0 S'0' 3�i. TP 1 1 I 1 II I I j d IF,0m 9e I 111IYIIIo a nrn:_ r o •146 R1d9e I IIIJJJ - — iPF lzoi7) pane Tan o I —173-771 \ io•- p Or17 — 13 i — — — _ — 10.72 AC LOT N626 _ 0.94 AC LOT DICKEY VACANT WELL 500'+ \ \ _ — Lands' Now or Formerly of (NO WELL) i Robert Schulz \ �' Book:581 Page:1000 240.6-1-35.1 OVERALL SITE PLAN o 2"0 VENT ABOVE FIN. GRADE WITH BIRD SCREEN FROM SEPTIC --- TANK RESERVE CAPACITY -J AFTER ALARM SOUNDS EQUAL TO ONE DAYS CAPACITY (DUPLEX PUMPS WITH INDIVIDUAL ALARMS MAY BE USED IN LIEU OF A SINGLE PUMP AND ONE DAYS CAPACITY) GRADING NOTES BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SWALES AND DITCHES. APPROXIMATE FINISH GRADE HIGH WATER — ALARM SWITCH START LEVEL ,7--- -------------------------- - LEVEL CONTROL - SWITCH SHUT-OFF LEVEL MANHOLE COVER (LOCKABLE) AT GRADE PROVIDE 3" SAND OR -9j oaVO° PEA GRAVEL UNDER TANK EFFLUENT TANK DETAIL N.T.S. PUMP STATION NOTES HANGER PIPE FOR PUMP REMOVAL 2"0 TO DIST. BOX QUICK DISCONNECT SLIDING COUPLER 1. PUMP TO BE EFFLUENT PUMP GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS GV> D RECOMMENDED. INLET BAFFLE 12" MIN. COVER OVER ALL STRUCTURES #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL FROM EFFLUENT--- "PVC PUMP CHAMBER N °°°­5�a° -ALL OUTLET INVERTS o�a oQa TO BE SET AT PEA --EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS REQUIRED) DISTRIBUTION BOX N.T.S. GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SITE PLAN DRAWING PREPARED BY VAN DUSEN & STEVES LEGEND — - - - - - - PROPERTY LINE ---------------------- 10'-0" PROPERTY LINE SETBACKS — E — E — E E UNDERGROUND ELECTRIC SERVICE — ss ss ss ss SANITARY SEWER — w — w w w WATER SERVICE E/P EDGE OF PAVEMENT SEWAGE DISPOSAL SYSTEM NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE TOWN BUILDING INSPECTOR. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS — INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75—A. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL. SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. — INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE — OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE 3" AIR SPACE ABOVE "T" TO TOP OF TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CLASSIFIED BODY OF WATER. HOUSE TO SEPTIC TANK: 4it0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1 /4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH 1 /8" PER FOOT. SANITARY DISPOSAL FIELD: 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1 /16" PER FOOT, CAP ALL ENDS. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY THE SEPTIC TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT. DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". THE PUMP —OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULTI —COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER BEING PUMPED OUT. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS OR CLEANERS INTO SINKS OR TOILETS. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM THE ABSORPTION FIELD. TOWN OF QUEENSBURY BUILDING & CODES DEPT. Reviewed B .1FILE COPY Dates `z-7 Z TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examin tion, compliance with our comments shall no be construed as indicating the plans and sp cifications are in full compliance with the B ilding Codes of New York State. TOWN OF QUEENSBURY— CHANGE TO SCHEDULING INSPECTIONS— EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT ON -SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS -BUILT MUST BE RECEIVED PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS -BUILT DRAWING PRIOR TO RESCHEDULING THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 1 (1) MISSING 24" TO 36" 26 MAR 2024 0 REVISED 24" TO 36" 23 FEB 2024 No. DESCRIPTION DATE REVISIONS W 0 N Q O w Z ZHa �-- U�CZ W Q lw o LdW� 2 Z U 0 aJN NU I..L 0 a = o � Q �z0 �z O —j J O J E w 0 F- o Q a a _'U O 00 03 O w O= CO I-- C) Z = O 0~:2 _ -O N O O U C F w J p F— Cn s �z r,r -»Z Z > U) o 00 CO a — I.f) Lf) N U J U X L6 -¢ � oa �� C = C7 o C , X H- lYU W :2U > LL W WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. � O Cl1 � � V z C� a v Q� ^mil O ct O � 5 7d N F/0"m CAD FILE NAME ACAD\MCGUIRE EX\PELTIER\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE PLAN AND SEPTIC DESIGN NOTES DRAWING No. C-1 2" PRESSURE PIPE 3" PERFORATED PIPE YO SOLID PIPE WITH LOOPED ENDS (TYP.) --- - -------------------- ---------------------------------------------------- --------, TOTAL BED SIZE 0 N o 25' BY 10' I I I - 0 =250 SF I - ------------- CV 2'-6" 20'-0" 2'-6" 25'-0" PIPING NETWORK N.T.S. c ;•IMPORTED FILL + TOPSOIL PERMEABLE TEXTILE FABRIC co ¢ YSTONE ,' - J(l 0(�� PERFORATED PIPE DIA.= 3.0" (0 ,STONED,,,,--, IMPORTED SOIL z 5 MIN. PERC RATE = o 0 N Z NATIVE MATERIAL- 21-30 MINUTE PERC RATE COI MI CV TYPICAL BED SECTION N.T.S. )CATION OF ADJOINER'S WELL VARIANCE #1 REQUEST: 78' IN LIEU OF 100' MIN. WELL TO TOE OF SLOPE (22' RELIEF) IUS OF 100' TO CLOSEST WELLS 'ROPOSED TOE OF SLOPE FOR MOUND SYSTEM 33'L BY 18'W ROPOSED LIMITS OF STONE BED EE MOUND DETAILS D" MIN. ABOVE GRADE BE FILL BELOW STONE GENERAL NOTE: BASED ON EXISTING SURVEY MAY NEED TO BE REMOVED FOR INSTALLATION OF THE DISPOSAL BED. CONCRETE PAD TO BE REMOVED OR RELOCATED AT OWNER REQUEST. :W 750 GALLON CHAMBER WITH EXISTING %MBER r% , . W., ION OF EXISTING 1,000 GALLON TANK TO BE INSPECTED AND REMAIN ASSUMED GOOD CONDITION AT TIME OF LAST PUMPING- FINAL LOCATION TO BE DRAWN ON AS BUILT ENLARGED SITE P LAN 1 "=30'-0" A, 8' T MAX SLOPE 3 1 12" D 26' TOTAL WIDTH 10' BED 0 2.5' USE) SLOPE TO SHED STORM WATER TH 8' TAPER MAX SLOPE 0 ? �1 FILL I I E 6" TOPSOIL ------------I-------- - INUt l t HU. RATE EXISTING -GRADE --1% (REQUIRED <12%) ------------- _ ------------------------------ 12' MIN. NATIVE SOIL --------`----- --------------- _--- 1-120 MINUTE PERC- EXIST. 31-45 MINUTES 36" MIN. SEPARATION ---------- __ -------------- TO HGW- WITHIN 1,000 FT TO LAKE GEORGE z U 00 ~W bLUNUCK LAYER (NOT ENCOUNTERED) PROPOSED FINISH GRADE. PROVIDE SWALE AS INDICATED TO INSURE STORM WATER IS DIVERTED AWAY FROM TILE FIELD MAX SLOPE 3 ic) f � W4 i t Disinfection uky r° WIC p,o Viqu *4 ' 4 ( 29 ��f' lento ralo �' I Io steer - ac � � Low, I'� �, I � , Cloudy ter urtA p000d for 1 "aaso, Craft r r r . Gro"'m & Agricultum Vkroa 2 rOod U04 yi low 4 Spare aw'm ; ovmgy "' y; fi / !%says r%,os' dy a Uv S fery,s „ Ha'rss aft// t"fxmid w/"' fir%$psSYst•� �t�,'�Y'rx rh�ks ,'y,'•,:: �1%H %%; >a.✓s �-.;�'y MOUND CROSS NO SCALE 41' TOTAL LENGTH 25' BED PERFORATED LATERAL TION �1 HGW- CLAY/GW ENCOUNTERED AT 16" SLOPE TO SHED STORM WATER 8' TAPER 6" TOPSOIL MAX SLOPE 3 v USEABLE FILL V -- --- 5 MIN. INCH PERC. RAT ------------------------------------------------------------------- 12" MIN. NATIVE SOIL --- --- 1-120 MINUTE PERC. -- EXIST 21-30 MINUTES --------------------------------------------------------------------------- 36" MIN. 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C},: .:���y� �'�Ed'�syi,,�$.';"`,r�. �i„�'�,,"„�eh UV FILTER DETAILS INSTALL UV SYSTEM ABOVE OR EQUIVALENT TYP. MOUND SIDE VIEW (F. 32) \NO SCALF� n ^ /\- /� /\1 /\ TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT ON -SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS -BUILT MUST BE RECEIVED PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS -BUILT DRAWING PRIOR TO RESCHEDULING THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 1 (1) MISSING 24" TO 36" 26 MAR 2024 0 REVISED 24" TO 36" 23 FEB 2024 No. DESCRIPTION I DATE REVISIONS W N } O < Z zLJ< �— U =Cz LLI ZQ� o0 w f— 0 Er LiJ � LJV)Z:) 2 z U p U <J� 01�0 <� L� LL O 0 J O O -J —J o bj C) F _Ldo U p d :3 C N N o 00 T 0 w p N C < J p 5�z U) cz ��© o < U a� u) — 0000t < � Z � nQ p _ _ Q Ln L() N N U F UXLL_ �_<< c� �W O - U O ry 0w x•� �c� >I°w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. � O N CA ct o ct15 O � � U N U � N CAD FILE NAME ACAD\MCGUIRE EX\PELTIER\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE ENLARGED SITE PLAN DESIGN DRAWING No. C-2