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SITE PLANS & SURVEY \ / i Bay y is � rt over ee/�Middlj Ba KaWtill -1•5nnem x�ri x ow4k r� fi'" i vo•m i 4 i Pofnt �i / i l r Harris �� 1, ex ,� t BayMchaelKalaszp .a.. t, 1 t:� 4. { rFti esi ti' denal Addi' tion a ��flme aw. rr , � � 1. = ww r6 i /�Po 9 f( ^1• _jai orb �� �Oaeerylaay r{a' FHage xx xao,�y l� / ' r/ � � - ■ =,xaf�N 0 N D i° j m J { w.w t..k � L y r exx Nrn x.i- ,.e� LOCATION MAP SITE LOCATION ARO va on NEIGHBORHOOD MAP d SITE LOCATION DRAWING LIST OWNERS & APPLICANTS 113 Seelye Road MICHAEL & SUSAN KAJDASZ SURVEY 113 SEELYE ROAD S 1 - EXISTING CONDITIONS Warner Bay - Lake George LAKE GEORGE, NY 1284S ENGINEERING PLANS Area Variance & Planning Board S2 - EXISTING CONDITIONS - DEMOLITION PLAN Town ofQueensbury Submissions : S3 - SITE PLAN - PROPOSED CONDITIONS Warren CountySeptember 15, 2021 S4 - CONSTRUCTION DETAIL SHEET ZONING REQUIREMENTS New York State WR - WATERFRONT RESIDENTIAL Tax Map # 227 . 17 - 1 - 49 MINIMUM LOT SIZE: 2-ACRES SHORELINE SETBACK: 89' (50' MIN. OR AVG. OF 2-ADJOINING NEIGHBORS, WHICEVER IS MORE RESTRICTIVE, NORTHERLY NEIGHBOR: 107'±, SOUTHERLY: 71') FRONT SETBACK: 30' SIDE SETBACKS: 20' (LOT WIDTH > 60' < 150') REAR SETBACK: 30' MAX. BUILDING HEIGHT: 28' (16' FOR ACCESSORY STRUCTURES) PERCENT PERMEABLE: 75% MAX. FLOOR AREA RATIO: 22% Michael & Susan Kajdasz 113 Seel ye Rd Warner Bay - Lake George V an D us en Steves Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Ho. No. 50135 Dig Safely. Hutchins Engineering PLLC New/York ®Call Before Yale Dig ®Walt The Required Time 169 Haviland Road ®Confirm Utility Respwise Queensbury,NY 12804 N Respect The Marks ®Dig With Care 800-962.7962 (518) 745-0307 Phone www.dlgsafelynewyork.eom (518) 745-0308 Fax L-1/2' IPF - Legend: _a O 7PF=.Iron Pipe Found O IRF=Iron Rod Found �3/4" IPF O-CIRF-.Capped Iron Rod Found O BMF= Bathey Marker Found Utility Pole Lands N/FOf =lLamp Post John &Mildred Madej � = Stoll pock ocxoco = Stone Wall 4478/228 0—o-='Wood Fence MPa. =l,Metal Fence Post O NS=Nail Set Aajoiners I ' IPP fdrP 3/4 IPF - t'. t MPP Gar•a e w �I1 - N88°58'33"E CoYroanelaufs 150.10' 63.29' Tie 'line - * _ 135.49' t _. 9E � S35°56'3 " 122.88, . _ R:a �3/4' IPF 1/2:1-IRF - - .r x ceneranro/° 138't Along Shore .., ... . .. ... � `� 47 Eoxistirn9 ok Dock r- "I`f=4 = , Lot Li e a' n Loc n o, Tax Parcel:227,17-1-49 1 ' S89°17'32'E r--- z°r{tom ti Lr hPlehq Proposed Area r a'�Ic Z.r/ltl� �� vor/ \\\ \\ CIRF' .. 5.00' ,i CovereV.. 11 Lake 0 41,948t sq, ft. L j 1 r IyJ.Jr ®\', g dF�ame t£ \ \ \ )' Boat 5hp Lake <r m 0.96i 'acres '�°No�SB j! �I ..T4\ \ George /'gyp y� '/, txr,.},' e,„ _ rf 5nck•5lriaftt' .:[..... �\\1 ; /i> p _ Veo !. PIO 05ea �rr I �-- Dock O Gazebo l -i P 4 t x I / BoalhoD9e fmd Deca ¢1 ! rlTl, �i /�� ?9. . _ _ - North Of Cnbbin - _ \� I ;,.a ,i P„j^ — Hoof Overhang'. / / ',. w 15 �, - }¢ r ( ') •.:l motor _ 0, A.C.U t Clear By 5 0• / Ch,I ae / / T°de Removed - u x.,. ,f"'., r rs fr r •;- '# ak r :. °'i r : z it :t,i,x.=' v••t- l "'ky l L$ -. • .:-,ijy f ,. Concl t 7z r a x _"� } nfi 3,'Ss_: ' / CIRS .t# R%/I��,,s'$$ x[ r ett ,: �s#� �._ rS�, >�«$' ✓ a.ya�•£ }, - a£„FY° .aa -,s'g. IPF ., - t. VL _ _ 7 - -.�.. 'Cl f u r - roperty Lino w c? 333. 73' �° �o ° P:Extonsion - N "v:ruc UV Deed References: r _m = b S81 18 002E D 77 : � � �; 30.01' r. •oeh�,�e� n�zm �..I�_c°nhlnq Tax Parcel: 227.17-1-49 _=- --zo_,etnaok tine - Proposed l MarionJ. Jeckel — --- -- Lot Lines Tie- Line Between Monuments Michael A. Kajdasz f0038625 E To N71 .:20 39 E:; �._ Sz �.: - Raw '�< Michael A. Ka da _ .� s r. F .. -_.. /. - fi.. 1 ?9:.' ?Y "'sties _ ,c._ - c4 .� :. z..,TIRE, ,, .. ... , ..< .. y _ Line At Shore . _. :, : <,.,, ._ _ _ .Tie n SusanP. Kadasz • - ,;-� 28.00' �.. :.: „, TaX,Paccel 2271,71 50 ° 11 Dated. May 191 1977 \ `- .,,, Area I —_S3 13 42 E t p oposed;. : Dook Book 605, page 781 y 36'947t s ft. 100.50' Tax Parcel:.227.17-1-50 , > aLx 0.89± acres I 104'+_ Al on Shore The Middleton Family Irrevocable Trust iza3 9 Guy R.Middleton, Trustee °;:d m o Z °�c0 i TO \ 20 5ctback / /--Jcc 71+ Michael Kaidas Susan Kaidasn. Dated:October 19, 2016 — — Book 5448, Page 158 e h _� Unknown SNPfaee" - ' .Timber deC Wall 1 _ S87°48 13"W ® Gel t ) Propane Tank lNall In Bolder A 5 Nddh Of Bt.1F , DOCk . Map References: " • 371.77 Aa�ol Jcre Garage D5F ® Wood Deek� } I, f ,3f aI Aa/ouler's Map Of Lands Of BMF Bar^.71 ye clear ouse " Gertrude C. McCoy \ 'Henry Carpenter McCoy r Dated: October 6, 1972 ;? o Last Revised:June 7, 9994 Ott Ft nG NFh, ; By: Coulter&McCormack "1 Lands N/F Of Robert&Janice Grillo a Map Of Survey Made For L 9761303J. Michael A. Kajdasz r� Dated: September 45, 1975 � a" F � � Revised:August 10,9976 By:John B,'Van Dusan, Map Of A Survey Made For _ S�OtANI/`\ Guy R. Middleton Dated: November7, 1996 Revised:November 18, 1096 By:Van Dusen&Staves -Dale: January 2, 2017 DU ,�j' Map of -a Proposed Boundary Line Adjustment Made For Scale 1"=30' u"numWN U11.1ol P Inoo ION lonevavn MN IR'nNJNGAIICfH5fo W109NN[iU0.,^W.19n "Mil" icnox')i°5,5uu WM Wl2 of let 1 IICW Y0.5inie toVC Tm lnw � . ' 'UN[/CU'[ IIt1.YA III[U14GWLLe ...99VRYtt the s w DmnNlnmN/1°P,IIfMD RV W Michael A. ' Kaidas S_ 1 9ChD,`W14(V 91V:YLD\UOI VPx°iM1LL<OIM1[`v' 'Cl 1 P . K 7 u99URV Y[�,,,P5gI G1RIPInAilUN991NLLR MOMV 'Susah + • Kaidas ! LLS luCOgUE W11tl09URVOYI5P"[I•nPt MD 1 Land S u;r v e y o r s °Yr[NCV/,y c[plr cn h3 xocn[o wunx 51u+n1 wl I Rvl SHEET 10F 1 V Itl PLhW. UN I451%IW{'tU lnlllRf CONPNtt LOV[MNMLIIIK _ - New York 12F704 "'DWwk1 1N5IWIFO 51W °'"° Town of Queensbury, Warren County, York ralaa5 C3064 169 Haviland Road Queensbury, U„I ehtL vNm xnNox9lnrzD" - .. DWG. NO. 75-132 ](518) 792-84"/4 New York Lie. No. 50135 NO. DATE DESCRIPTION " Tax Parcels:227.17-1-49&50 \ ZONING REQUIREMENTS _ n \ ZONE- WR(WATERFRONT RESIDENTIAL) Tax Parcel: 227.17-1-48 `3/4^ IPP MINIMUM LOT SIZE-2-ACRE Lands N/FOf Lake George Nominee Trust FRONT SETBACK 30' F- — - L — SIDE SETBACKS- 20' (AVG. LOT WIDTH> 60'< 150') M Y ABSORPTION FIELD REAR SETBACK- 30' , PER PLAN REF. 2 I I PORTION of DRIVE SHORELINE- 50'(OR AVERAGE OF 2-ADJOINERS, ' ' — — — — — — — — I TO SE REMOVED I WHICHEVER IS MORE RESTRICTIVE) I ck 89 (AVG OF 2-ADJOINERS) — — — — — I - - - - - - - - - - - Do LOTWIDTH- 150' Iu _.: GARAGE BAY TO BE ROAD FRONTAGE- 150' • -� tt n; F ' * L- ,x' � - - - - - - - - - - - - - - I II RENOVATED FOR STORAGE, MAXIMUM BUILDING HEIGHT-28' — 1 BATHROOM&MUDROOM : ° x� n,• I f " : _� .'it MINIMUM PERCENT PERMEABLE- 75% I - - - - - - - MFP I Adjolner's I � - - - - - - - - - � L — MFP 3/4" IPF tiara e I �— — IPF _ - g — = OUTLINE OF PROPOSED o t•0 o GARAGE ADDITION SHED TO BE ,.,. .... r. n •• --`�� a 348.96' 20.5' \ RELOCATED m Tie line m N88°58'33"E CO Propane Tanks v 63.29' 150. 18' r S35°56'39"E 5' 9 Treeline± \\ — — — _. — — _ — — — — ~ — — — — — 122.88' `3/4" IPF — /2" IRF 10'SIDE SETBACK(W IW) / Treeinet @e 138' ± Along Shore w — � \ — — — — — — — — / ---------- Shed± wr �n- ( \ 0'SIDE SETBACK(BLDG) I Gen�rator^ \\ n O Propane r ~ PROP. Tank OUTLINE OF PROPOSED 1 ZQ' X 24� R'Aw H / \ sue' (, PT 1 DRIVEWAY ADDITION Q :,� f r, -+ N\ PT_z, z 9 AP SITE LOCATION A„ LOCATION M Tax Parcel: 227.1 -1-49 ,�3 1 1 ADDITION / �/ �\ c \ TP-2 Total Are 3 3 —-- - -- i ` Deck N EXISTING FLOOR AREA RATIO ¢\ Vol, Approximate 41, 948± sq. ft. o'a I \���'� \ Dok PARCEL AREA = 41,948SF Location Of 0.96± aCr Sr----- c---- I Lake 22%ALLOWABLE FAR. n y Leach Field ALLOWABLE FLOOR AREA = 9229 SF VcovereJ \ 5 6 \ \\ \\ CjpJ�F,\ Boat51p \�N? TWeZ7ie� \ I II George EXISTING HOUSE& GARGEFOOTPRINT=2140SF G �03• 22G `— \ 1 �t W EL \; �i� t_%, j FIRST FLOOR AREA = 1450 SF f�Fl7 \ q I BASEMENT AREA = 1450 SF `rj.' EXIST.1000 GAL SEPTIC TANK Z. TO SE PUMPED,INSPECTED& \ Brick Surface o5 f\!� J . -: � ESTIMATE SECOND FLOOR AREA = 1600 SF �� MAINTAINED IF IN GOOD CONDITION I _______ Warner _ � �rn � -T-•, � \ �r �� i � L_ Dock (75%OF BUILDING FOOTPRINT FOR AREAS MAP REF. 2 ` O \ L — — — — — — i Ga \ 4' Bay WITH CEIAREA HEIGHT>5') ' 2V SIDE SETBACK(BLDG) \ �r 4 `^ � r V� / -�� a„ zeb � GARAGE AREA =690 S `�`� T Roof Overhang i O F ( Concrete - \ \�\— r — — — — — — Clear By 5.0' it Chm ne = SF i .A!C"' Unit � _ ney / i PORCH AREA 170 ,1� 1/ — — — —• — — IS'SIDE SETBACK(W I W) —`7II1�a� Treeline± _rM— � �"�� � IPP �,, , GAZEBO= 195 SF Cl / 7 SHED= 160 SF Tax Parcel. 227.17-2-8 1 �IRF N88°50'54"E CIRS TOTAL FLOOR AREA =5715 SF Lands N/FOf l I 333. 73' / FLOOR AREA RATIO = 13.6% EXIST.NATURAL DEPRESSION EXIST.FORCEMAIN± / — —= S81 a`h8'00"E 112 Seelye LLC/ o 0 ' FOR DRIVEWAY SIW MANAGEMENT / o =� r 1 3b�.01\ ABSORPTION FIELD I EXIST.600 GAL PUMP STATION Dock PER PLAN REF. 1 , TO BE PUMPED INSPECTED& 3 / MAINTAINED IF IN GOOD CONDITION, �� / ���/`�ry NEW DUPLIX PUMPS TO BE INSTALLED V/ ,yo%'�t� L J N7 20 39 E �. N I I ���- vv.Pmau dl' ' o%� �o o I I I I I I ° ��m��� I Tax Parcel: 227.17-1-50 +PQ3 \28.00' �nr a ^^ll / y 40 W^l I II II I II II II I Lands N/F Of -40, S89°\7 32"E \.00b Giordano r n / . 38, 947± S ft. r F Tax Parcel: -2-7 NIF Of I I I I I I I I q• eke Lands N/F Of ` II II II III III II IIII 0.89± acres SITE PLAN Tuzzolo PER PLAN REF 1 71PEP.PLANREF.1 \\ Dock D ck I I I I I I I I I I I I LJ I� � LJ 5 , p 71 ± C WELL PER o PLAN REF. 1 157.02' _ • T } Gen. AA Timber Ret. Wall1*,, 214. 75' S87°48' 13"W Q � Pro anks � N"A In Solder 4.5'North Of 5MF - .__,-_ „ .,... Dock •t.. 371.77' Tax Parcel: 227.17-1-51 �DSF wood000k1 IF Ad�olner's Garage WELL PER _ �BMP Lands N/FOf 1 GBy4 Qear MAP REF. 1 Grillo Adjolner' House 42.5 SITE LOCATION NEIGHBORHOOD MAP SITE DEVELOPMENT DATA SITE SETBACKS EXISTING CONDITIONS & DEMOLITION PLAN TAX MAP # 227.17-1-49 SCALE: 1"=20' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED SITEAREA: REQUIRED FOR EXISTING GRAPHIC SCALE SITE SOILS DATA PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 0.96-AC(41,948 SF) WR ZONE HOUSE 10 0 5 10 20 40 TEST PITS PERCOLATION TESTS EXISTING 89 68.3' ( IN FEET DOBIE, P.E. TP 1 — 9/14 IMPERVIOUS SHORELINE (AVG. OF TWO 21 BY. L.W. DOBIE, P.E. PT-1 — 9/14/21 BY. L.W. / ADJOINERS) (DECK) EASTERLY ADJACENT TO EXIST. ABSORPTION FIELD ADJACENT TO ABSORPTION FIELD COVERAGE 0-2" TOPSOIL/GRASS 16" DEPTH IN BROWN SAND/ 15.1' BUILDING 2140 SF NORTH SIDE 20' (HOUSE) 2-8" FINE BROWN SAND, PREVIOUS FILL RED—BROWN FINE LOAMY SAND MIX 8-24" MIX OF FINE BROWN SAND STABILIZED PERCOLATION RATE: 16.1' & RED—BROWN FINE LOAMY SAND 12 MINUTES PER INCH GAZEBO 195 SF SOUTH SIDE 20' 0 ISSUED TO TOWN OF QUEENSBURY PLANNING & ZONING BOARDS 9/15/2021 (HOUSE) PROBED TO 50" DESIGN W/BOUNDARY CONDITION 0 24"" N o. Revisions Date PORCH 170 SF 226.8' PT-2 — 9/14/21 BY: L.W. DOBIE, P.E. FRONT 30' ADJACENT TO TP-2 SHED 160SF (HOUSE) TP-2 — 9 BY. L.W. DOBIE, P.E. WEST OF EXIST. 16" DEPTH IN SANDY LOAMY TOPSOIL,ABSORPTION FIELD — NATIVE SOILS EXISTING CONDITIONS & DEMOLITION PLAN DECK&STAIRS 340 SF 0-18" SANDY LOAMY TOPSOIL JUST ABOVE BROWN CLAYEY LOAM LAYER PCEpdl"Ed for 18-22" BROWN CLAYEY LOAM STABILIZED PERCOLATION RATE: DRIVEWAY& WALKS 4140 SF & RED—BROWN FINE LOAMY SAND 28 MINUTES PER INCH Michael & Susan Ka dasz Dig 'Safely. 113 Seelye Road - Warner Bay - Lake George Town of Queensbury, Warren County, New York NewlYork TOTAL IMPERVIOUS 7145 SF PLAN REFERENCE 1 : PLAN REFERENCE 2: MAP REFERENCE 1 : MAP REFERENCE 2: ®Call Before You Dig® & Drawn: LWD Checked: GTH Scale: 1"=20' Date: 7 28 21 Walt The Required Time "PROPOSED SITE IMPROVEMENTS FOR THE GIORDANO "SITE PLAN & MOUND ABSORPTION SYSTEM BASE SURVEY INFORMATION TAKEN FROM "MAP OF A "MAP SHOWING HOUSE LOCATION ON LANDS OF V & s eh / / El Confirm Utility Response PERCENT IMPERVIOUS 17.0% RESIDENCE 119 SEELYE ROAD PROPOSED TEMPORARY PROPOSED SCHREIBER RESIDENCE SEELYE ROAD PROPOSED BOUDARY LINE ADJUSTMENT MADE FOR ROBERT G. MARRA..." PREPARED BY. DAVID F. St@Ves 169 Hoviland Road M Respect The Marks TRAILER PLAN" PREPARED BY: ENVIRONMENTAL QUEENSBURY, NEW YORK" PREPARED BY.' SCUDDER MICHAEL A. KAIDAS SUSAN P. KAIDAS..." PREPARED BY.' BARRASS LAND SURVEYOR, CORINTH, NY. DATED: ALTERATION OF THIS DOCUMENT Queensbury, NY 12804 ®Dig with Care Land Surveyors EXCEPT BY A LICENSED 291841-01 -S2 800.962.7962 PERMEABILITY 83.0% DESIGN PARTNERSHIP, LLP, CLIFTON PARK, NY. ASSOCIATES ENGINEERS, SURVEYORS & PLANNERS. VAN DUSEN & SIEVES LAND SURVEYORS, QUEENSBURY, JANUARY 18, 2010 I0a Namane Nona Qoeembu . New York IE804 PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone www.dlgsafelynewyorh.com DATED: JANUARY 5, 2017 DATED: NOVEMBER 11, 1992 NY. DATED: JANUARY 2, 2017 (518) 708-9474 New York Uc. No. 50135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax STABILIZATION PROPOSED FLOOR AREA RATIO THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PARCEL AREA = 41,948 SF 3/4" IPF Tax Parcel: 227.17-1-48 PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR 22%ALLOWABLE F.A.R. Lands N/F Of PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7-DAYS. ALLOWABLE FLOOR AREA = 9229 SF Lake George Nominee Trust _ - - - - - - STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON EXISTING HOUSE&GARGE FOOTPRINT=2140 SF - SLOPES OVER 1:5 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW ABSORPTION FIELD MULCH WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION CONTROL PER PLAN REF. 2 I I BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. EXISTING _ - - - - - - - - - - - 1 FIRST FLOOR AREA = 1450SF PROP.RELOCATED SHEDt, i 107'} goo'( STANDARD SPECIFICATIONS FOR MULCHING BASEMENT AREA = 1450 SF To MEET BUILDING SETBACKS ESTIMATE SECOND FLOOR AREA = 1600 SF I r - - - - - - - - - - - - , 1 - - - - - - - - - - - -1 /- ' PROP.DOWNSPOUT DEFINITION EXIST.SHALLOW ABSORPTION I I PROP.SEDIMENT &SPLASH PAD APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO (75%OF BUILDING FOOTPRINT FOR AREAS FIELD,SYSTEM COMPONENTS& I I CONTROL FENCE COVER THE SOIL SURFACE. (_ - - - - - - - - - - - - - I I PROP.GUTTER PROP.LIMIT OF WITH CEILING HEIGHT>5') STAINED SOILS ORDANO BE REMOVED I _ �TMP') ALONG EAVELINE CLEARING FOR PURPOSEIN ACCORDANCE WITH PROP. I I I -� GARAGE AREA = 690 SF ABSORPTION FIELD SECTION r BOTH SIDES OF ADDITION THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING L - Ad�olner's L - - - - - - - - GARAGE)- - - - - - - - - - - - 3/4" IPF OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND PORCH AREA = 170 SFGarage - _= PF MFP MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. GAZEBO = 195SF PROP.SHALLOW MFP I - wABSORPTION FIELD I' ' p� _ MULCH WILL PREVENT SOIL SURFACE CRUSTING AND AID IN WEED CONTROL. MULCHSHED = 160 SF W 120'x40'STONE -sue; ` IS ALSO USED ALONE FOR TEMPORARY STABILIZATION IN NON-GROWING MONTHS.348.96' 20.5' CONDITIONS WHERE PRACTICE APPLIES ABSORPTION BED rn63 29, Tie line 8058'33"E 00 Propane Tanks v 150. 18' S35056'39"E ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB PLANTINGS. TOTAL EXISTING FLOOR AREA = 5715SF L GARAGE BAY TO BE z � 5' 9 Treeline± i+ RENOVATED FOR STORAGE, � 122.88' MULCH IS USEFUL ON SOILS WITH LOW INFILTRATION RATES BY RETARDING RUNOFF. EXISTING FLOOR AREA RATIO= 13.6% < 314" IPF SF / " IRF _ _ LV SIDE SET BACK(WIW) - _ - - I _ _ BATHROOM&MUDROOM ne' e CRITERIA SF� _ SF PORTION OFDRI E 138 - Along Shore \ - - - - - - - SF / y V act + n SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF NECESSARY 1 - �, TO BE REMOVED - DE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH _ --- ` EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND DRAINAGE SYSTEMS. ADDITION SIDE SETBACK(BLDG) Ce"®r e / 5 60 3 SLOPE, S. GARAGE/FIRST FLOOR FLOOR AREA - 700 SF C° PRODUCTS. N Propane /- 7, I �,q.R 4' �/�27 \� ��Pv © REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF THE ESTIMATE SECOND FLOOR AREA (Storage) =350 SF T I ., if.'��, Q '" Qs o m� ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. (SOMa OF BUILDING FOOTPRINT FOR AREAS \ N Q` '- 1 PT-1 / / I I "GARAGE f '"Q�,�� 5 z z APPLICATION RATES. WITH CEILING HEIGHT>5') TaxParapl: 227.1 -1-49 MULCH - 2 TON/ACRE (2 BALES / 1000 SF±) 9 J W 3 ' I I De " TOTAL ADDITIONAL FLOOR AREA = 1050 SF TP To al Are 3 Y I t °� ,,� 3 LL i Ili p 41, 94 ± SQ . ft. o/u I n \� TOTAL EXISTING FLOOR AREA =57155E 0 0. 9 ± acr S �� I I �'� \ V �,:_. _ Dock _--- j.Clke _ TOTAL FLOOR AREA =BIBS a TOTAL FLOOR AREA RATIO= 16.1% 0 i , j I ItP- CONNECT TO EXIST. � v� r/ \ � -� FORCEMAININ-KIND " I I \\ ��OdO�e`.� \ \�Z-\ y Treev \ i Covered I George 1 I AREA VARIANCE SUMMARY N s 9, Boat 5lip I �egsyo > m I I §179-3-040 ESTABLISHMENT OF ZONING DISTRICTS o re,fly' EXIST.1000 GALSEPTICTANKI `. I \' yF TO BE PUMPED,INSPECTED& I I §179 3 040(A)(5)(b)[3] SIDE YARD SETBACK MAINTAINED IF IN GOOD CONDITION I ___ Warner -20'REQUIRED, 15.1'EXISTING, 15.P PROPOSED L__--Dock Bay -4.9'OF RELIEF REQUESTED 1 � MAP REF. 2 �` 1_ _ ._ a2e6 29' 4 1� ' ��i0`SIDE SETBACK(BLDGj � Roof Overhang S o , §179-13 NONCONFORMING USES, STRUCTURES& LOTS 1 1 Concrete � - A G Unit _ Clear By 5.0' Ohuphe `- - - - - - - Y it Treeline± PF % C1 §17913 010(F) A LAWFUL, EXISTING, NONCONFORMING I RF N88°50'54"E K STRUCTURE MAY BE RECONSTRUCTED OR RENOVATED ONLY Tax Parcel:227.17-2-8 Lands N/F of � � 1 � 333. 73' � CIRS BYA VARIANCE GRANTED BY THE ZONING BOARD OFAPPEALS. 112 Seelye LLC/ / EXIST.NATURAL DEPRESSION o -N o S81�8'00"E FOR DRIVEWAYSIWMANAGEMENT PROP.SHALLOW VEGETATED PROP.DRNEWAY o -�, r' 3b-s01 EROSION & SEDIMENT CONTROL NOTES ABSORPTION FIELD DETENTION AREA, ADDITION m I Dock - - 380SF,B" AVG.DEPT" EXIST.600 GAL PUMP STATION • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PER PLAN REF. 1 255 CF OF STORAGE L -J TO BE PUMPED,INSPECTED& � g � MAINTAINED IF IN GOOD CONDITION, PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. 3� AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT N NEW DUPLEX PUMPS TO BE INSTALLED ry \ CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR o�4'�Q� � 2�• Pjp`20'3g"ELL FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. Tax Parcel: 227.17-1-50 /�/,RrPQ.Y' �28.00' • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS OF COMPLETION Lands N/F Of47Q�� OF WORK IN THE AREA. ONLY AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY Giordano S89 \5.00' M.H.W.REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE \ II II II II II II II 38 94 S ft. AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS. Tax Parcel:227.17-2-7 ' . WITHIN 500' OF OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, Lands N/F Of i I I I I I I I I 0. 89± acres SITE PLAN EF.1 Tuzzolo \ II II II I I II II II T�PER PLANR INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY / PER PLAN REF. 1 \ Dock BE LEFT DEVOID OF VEGETATION FOR MORE THAN 24-HOURS WITHOUT A PROTECTIVE / \ D ck COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE. NATURAL MULCH OF A DEPTH OF 2-INCHES, ' I I I U I I IJ f I IJ ' 1 ROCK RIPRAP, NON-DEGRADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS LJ AND IMPERVIOUS STRUCTURES. I I - TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR 11 \ I t MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 7-DAYS. 60 0> • NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 7-DAYS WITHOUT A 1 I ro WELL PER I N5 - PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION b PLAN REF. 1 157.02' 11CONTROL MEASURES PROPERLY INSTALLED. AA. Timber Ret. Wall • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH S87°48' 1311W Gen. Pro anks 214.75' _- � _, � I VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH /Nad h ne,U.,4.5'North Of 5MF W - � ---" --- �DSF EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. 371. 77' Tax Parcel: 227.17-1-51 1 I wooe oe�k Dock . ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF THE Lands N/FOf Adjolner5 Garage WELL PER 1 Garage Clear ' I VEGETA110N THROUGHOUT THE YEAR FOLLOWING REVEGETA110N. REVEGETATE AS NEEDED �BMF Grillo By4.7 MAP REF. 1 Adjolner \ TO MEET THIS REQUIREMENT. Hou5e 42.5 THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARD SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). SITE DEVELOPMENT DATA SITE SETBACKS PROPOSED CONDITIONS SITE PLAN TAX MAP # 227.17-1-49 SCALE: 1"=20' MINOR STORMWATER REQUIREMENTS ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED SITE AREA; REQUIRED FOR EXISTING PROPOSED HOUSE GRAPHIC SCALE TOWN OF QUEENSBURY MINOR STORMWATER CONTROL VOLUME REQUIREMENT.- PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 0.96-AC(41,948 SF) WR ZONE HOUSE (MOST RESTRICTNE) 1.5 GALS/SF OF NEW IMPERVIOUS AREA FOR PROJECTS WHICH EXCEED 5000 SF 10 0 5 10 20 40 OF DISTURBANCE AND CREATE MORE THAN 1000 SF OF NEW IMPERVIOUS COVER EXISTING CHANGE IN PROPOSED 89' -1135 SF NET INCREASE IN SITE COVER IMPERVIOUS IMPERVIOUS IMPERVIOUS SHORELINE (AVG.OFTWO 6 6 ( IN FEET ) COVERAGE COVERAGE COVERAGE ADJOINERS) (DECK) (DECK) 1703 GAL OF STORAGE REQUIRED=227 CF BUILDING 2140 SF 700 SF 2840 SF NORTH SIDE 20' 15.1' 15,V PRPOSED SHALLOW VEGETATED DETENTION AREA ADJACENT TO DRIVE (HOUSE) (ADDITION) TO PROVIDE 255 CF OF STORAGE GAZEBO 195 SF ---- 195 SF 16.1' 16.1' SOUTH SIDE 20' (HOUSE) (HOUSE) 0 ISSUED TO TOWN OF QUEENSBURY PLANNING & ZONING BOARDS 911512021 PORCH 170 SF ---- 170 SF 226.8' 203.5' VEGETATION SEEDING SCHEDULE EROSION CONTROL IMPLEMENTATION SCHEDULE N o. Revisions Date SHED 160 SF ---- 160 SF FRONT 30' (HOUSE) (ADDITION) AREA OF SEEDING RECOMMENDED APPLICATION PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE SITE PLAN - PROPOSED CONDITIONS DECK&STAIRS 340 SF ---- 340 SF SPECIES/MIX RATE ENTIRE PROJECT (REMOVE AFTER prepared for WASTEWATER SYSTEM SETBACK SCHEDULE SEDIMENT CONTROL PRIOR TO CLEARING AND SOIL FINAL SITE STABILIZATION AND DRIVEWAY& WALKS 4140 SF 435 SF 4575 SF KENTUCKY BLUEGRASS, 75 LBS/ACRE FENCE DISTURBANCE VEGETATION ESTABLISHMENT) Michael & Susan Kajdasz LAWN AREAS CREEPING RED FESCUE, TOTAL Dig ®® PROPERTY LINE HOUSE LAKE GEORGE WELL PERENNIAL RYEGRASS 113 Seel ye Road - Warner Bay - Lake George Safely■ TEMPORARY SEEDING & AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND Y y 9 New/York MULCHING VEGETATION ESTABLISHMENT TOTAL IMPERVIOUS 7145 SF 1135 SF 8280 SF SEPTIC TANK 10' l0' S0' S0' Town of Queensbury, Warren County, New York TEMPORARY OSEEDING ANNUAL&PERENNIAL 75 LBS/ACRE STORMWATER 10 Call Before You Dig ABSORPTION FIELD 10' 20' 100' 100' FOR EROSION DURING FINAL SITE GRADING PERMANENT Drown: LINO Checked: GTH Scale: 1"=20' Date: 7/28/21 ®Wait The Required Time PERCENT IMPERVIOUS 17.0% 2.7% 19.7% CONTROL RYEGRA55 MIX TOTAL INFILTRATION FACILITIES ®Confirm Utility Response 169 Havilond Rood WN Respect The Marks SEEDING & OTHER ALTERATION OF THIS DOCUMENT Queensbury, NY 12804 IB Dig With Care PERMEABILITY 83.0% 2.7% 80.3% VEGETATION AFTER FINAL SITE GRADING PERMANENT 291841 -01 -S3 ( ) EXCEPT BY LICENSED 518 745-0307 Phone 800•962.7962 STABILIZATION PROFESSIONAL ENGINEER IS A ( ) www.dlgsafelynewyork.com VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fox WASTEWATER SYSTEM DESIGN WASTEWATER SYSTEM FILL MATERIAL NOTES SYSTEM INSTALLATION NOTES PLANTING NOTES STANDARD SPECIFICATIONS FOR SILT FENCE 3—BEDROOM RESIDENCE AFTER REMOVING ORGANICS AND TOPSOIL, PLACE WASTEWATER SYSTEM CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE i, PR07ECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND DEFINITION 10'-0" 36" FENCE POST DESIGN FLOW — 110 GPD/BEDROOM FILL OVER THE EN71RE AREA OF PROPOSED ABSORPTION FIELD AND TAPER WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS FILLING AROUND BASE —D.C. MAX. DRIVEN MINIMUM 16" A TEMPORARY BARRIER OF GE07EX77LE FABRIC INSTALLED ON THE AREA. AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED INTO GROUND CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF SYSTEM DESIGN FLOW — 330 GPO 2. THE CONTRACTOR SHALL INSTALL 9" TOPSOIL IN PLANT BEDS AND ROUGH TUBING IN SEPTIC TANK LEACH FIELDS. FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS SEP71C TANK — EXISTING 1000 GAL PRECAST CONCRETE "WASTEWATER SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND SOIL SILT STOP EMBED IN PURPOSE OVER S PUMP STATION - EXISTING 600 GAL PRECAST CONCRETE SAND OR SANDY LOAM WITH IN-PLACE PERCOLATION RATE OF 3-6 AMENDMENTS. GROUND 8" MIN. TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF W/SIMPLEX PUMP - TBR MIN/INCH AND NO ORGANICS OR OBJECTS 3" IN SIZE. LESS THAN AFTER EXCAVATION OF 20' WIDE X 40' LONG ABSORPTION BED TO THE J. PLANTING SOIL FOR BACKFlLL OF NEW PLANTS AND PREPARATION OF - TANKS TO BE PUMPED, INSPECTED & REUSED IF FOUND TO BE 10% BY WEIGHT SHALL BE FINER THAN . AT LEAST 2 OF THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART _ - TRANSPORTED SEDIMENT LOAD. ORDER TO LOOSEN SMEARED AREAS OF SOIL. _ APPLICATION IN GOOD CONDITION. MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.0mm. COMPOSTED MANURE, 1 PART PEAT MOSS. - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO LESS THAN 15X OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 4. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE THE FENCE PLACED ON A SLOPE: 1/2- SIEVE PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. 1:2 SLOPE (50%) 25-FT REPLACE PUMP & CONTROLLER W/DUPLEX PUMPS & BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE 5. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD L 1:3 SLOPE (33%) 50-FT DEMAND DOSE DUPLEX CONTROLLER WASTEWATER SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL �— 1:4 SLOPE (25%) 75—FT MINIMUM OF 3—FEET BETWEEN BOUNDARY CONDITION: (SEASONAL HIGH & FERTILIZER IS PROHIBITED WITHIN 50—FT OF THE SHORELINE OF LAKE 8"MIN. 1:5 SLOPE OR LESS 100—FT SHALLOW ABSORPTION FIELD DESIGN GROUNDWATER, BEDROCK, CLAY ETC.) TO BOTTOM OF ABSORPTION BED THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT GrEORG.E OUTSIDE OF THIS RESTRICTED AREA, IF FERTILIZERS ARE USED, — MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT PIPE—IN—STONE ABORP71ON BED INSTALLED IN STABILIZED FILL, (BOTTOM OF STONE). ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER THEY MUST BE PHOSPHOROUS FREE. /� EXCEED 1/4 ACRE PER 100—FEET OF FENCE WITH MAXIMUM IN SHALLOW CONFIGURATION THROUGHOUT THE ABSORP7ION FIELD AREA AND TAPER AREAS. UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL 1� SOIL BACKFlLL PONDING DEPTH OF 1.5 FEET. CASES. SYSTEM MATERIAL SPECIFICATIONS c�C PERSPECTIVE — EROSION WILL OCCUR AS SHEET EROSION. DESIGN APPLICATION RATE.• 0.45 GPD/SF, BASED ON TAPERS MUST MEET APPLICABLE SETBACKS (PROPERTY LINE, BUILDING ABSORPTION BED AGGREGATE ,' — CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. WELL, WATERBODIES ETC). ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE 36" FENCE POST DESIGN CRITERIA 21-30 MIN/IN PERCOLATION RATE SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. FILTER FABRIC — ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE WASTEWATER SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10—FEET FILTER FABRIC TO BE 4.8 OZ/SY NON—WOVEN SEPARATION FABRIC, 1ENCATE IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF g SILT STOP EMBED IN FROM THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE ABSORPTION BED AREA REO'D = (330 GPD)/(0.45 GPD/SF) DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING MIRAFl 140N OR EQUIVALENT. HAS BEEN INSTALLED. HOUSE SEWER PIPING = 734 SF ABSORPTION BED. GROUND 8" MIN. MUST BE UNDISTURBED OR STABILIZED. PIPING TO BE 4" SDR-35 PVC, 114" PER FT. MIN. SLOPE N UNDISTURBED GROUND — SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED INSTALLER 10 NOTIFY ENGINEER OF PROPOSED SOURCE OF WASTEWATER FLOW—, TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED ABSORPTION BED AREA PROVIDED = 20'x4O' = 800 SF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED FORCEMAIN SUPPORT. UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN PIPING TO BE 2" SDR-26 PVC PROVIDE POSITIVE DRAINBACK TO PUMP Z _—L • — WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO POTABLE WATER SUPPLY IS EXISTING WELL PERCOLATION TEST TO BE COMPLETED AFTER WASTEWATER SYSTEM FILL FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO STATION. ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED —MAINTAIN 50' MINIMUM SEPARATION BETWEEN MATERIAL HAS BEEN INSTALLED TO DESIRED ELEVATION TO VERIFY DESIGN ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA TOPSOIL SECTION TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. INSPECTION REQUIREMENTS PERCOLATION RATE. TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION FI 7UR OF PLACE IS MINIMUM TOPSOIL OVER ENTIRE BACKFlLL AREA. SEED, MULCH, AND SEDIMENT CONTROL FENCE DETAIL GRAB TENSILE STAL RENGTH GTH 9I0 LBS ASTM D1682 SEPTIC TANK & WATERBODIES & WELLS —MAINTAIN 100' MINIMUM SEPARATION BETWEEN NONT CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS ESTABLISH TURF. CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. WASTEWATER SYSTEM FILL NTS ELONGATION AT FAILURE 50% AS1M D1682 ABSORPTION FIELD, WELLS & WATERBODIES ABSORPTION FIELD, PIPING, PUMP STA71ON AND CONTROLS TO BE INSPECTED AS DESCRIBED IN 'WASTEWATER SYSTEM FILL MATERIAL NOTES." BY THE TOWN OF QUEENSBURY BUILDING DEPARTMENT & DESIGN ENGINEER SLOPE LENGTH/FENCE LENGTH(FT.) CONSTRUCTION SPECIFICATIONS PRIOR TO BACKFlLL ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. SLOPE STANDARD REINFORCED SUPER • WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE Q% 300/1500 N/A N/A POSTS WITH WIRE TIES OR STAPLES. POST SHALL BE STEEL CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT EITHER "T" OR "U" TYPE OR HARDWOOD. SURFACE RUNOFF AROUND ABSORPTION FIELD. 2-10% 12511000 250/2000 30012500 Y FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE 10-20% 1001750 15011000 20011000 FENCE W17H TIES SPACED EVERY 24" AT TOP AND MID SECTION. 20-33% 60/500 80/750 100/1000 FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. • WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER LIMIT OF 20'x4O' 4" PERFORATED PVC LATERALS PROPOSED PRECAST 33-50% 1 40/250 1 70/350 1 1001500 THEY SHALL BE OVER—LAPPED BY 6—INCHES AND FOLDED. STONE ABSORPTION BED INSTALLED NEAR LEVEL IN CONCRETE >50% 1 20/125 1 30/175 1 50/250 FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFl 10OX, — — BED CONFIGURATION DISTRIBU77ON BOX STABILINKA T140N OR APPROVED EQUIVALENT. • PREFABRICATED UNITS SHALL BE GEOFAB, ENVWOFENCE OR APPROVED EQUIVALENT. 2.5' MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL TRANSITION FORCE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. MAIN TO 4" PVC s ,_ OUTSIDE OF D—BOX 20'x4O' STONE ABSORP7ION BED 4- PVC PERFORATED LATERAL FILTER FABRIC TO BE INSTALLED AFTER FILL INSTALLED LEVEL, MIRAFl 140N 5 PLACEMENT AND STABILIZATION IN BED CONFIGURATION OR EQUAL WITH MANIFOLDED ENDS 28' TOP OF FILL ND7Ht 4' TO TOP 8-16" 2" STONE COVER OF TAPER SAND COVER OVER PIPE 2.5' TO EDGE 4' TO TOP �y 4" MINIMUM TOPSOIL ON 20' I 5 5' PIPE SPACING OF TAPER SEED AND ESTABLISH TURF 1 OF BED EN71R UPGRADIENT D ESTAB I DIVERSIONARY SWALE TO DAYLIGHT 0 0� 0 0 12" TOTAL — — — — — 3 i — _ — — ....:.�.., .. .. . . - . . ,� .... . ,-. I S�DEPIH -...FILLHT. . ; ....�:,:.;;,,.. .:. ...; , 12 MIN. FILL B BOT7i7M OF. '• AN S71NG liRADE .. .�".. 0' BED WIDTH . { BED D EXI 6" N, . -- : ":., ,. - MI STONE., .' . . ., :.: • :AF'PROX. EXISTING GRADE' �:• `':.. :::...::... ''_"` .''; ` 3 MINIMUM SEPARATION BELOW PIPE' .. .. .. .. ,. .. `:. : Y t 2.5 � �/ — . .._.__ 1O BOUNDARY CONDITION ... . f ,. �p -� , , v I —1 �-..____I 40' I — — I 1 I -�--'!(:ICI lLI I L_L III-1 I -! =1 : IEEE I_I !_I I ABSORPTION BED PLAN = I --:1 I -1 I I-I 1 I-1 I--= I -I I L ! l I--: I -_1 : 1 =1 ! I j I-! I I1 SCALE: 1'=3' EXISTING ORGANIC MATERIAL REMOVE EXISTING ABSORPTION FIELD-1EXCAVATE PREVIOUS FILL & RED—BROWN 3/4"-1-1/2" WASHED DESIGN ENGINEER TO PERFORM & TOPSOIL TO BE REMOVED COMPONENTS STONE & STAINED SOILS FINE LOAMY SAND TO 3—FT BELOW CRUSHED STONE PERCOLATION TEST AFTER SYSTEM PRIOR TO PLACING FILL MATERIAL BOTTOM OF NEW ABSORPTION FIELD FILL PLACEMENT, PRIOR TO INSTALLING UNDER ENTIRE AREA OF FIELD TO EDGE OF ABSORPTION BED, TO VERIFY IN—PLACE TAPERS AND REPLACE WITH NEW SYSTEM FILL STABILIZED PERCOLATION RATE POLYETHYLENE EXTENSION TO CHAIN ON EA. PUMP EXTERIOR WEATHERPROOF JUNCTION BOX ABSORPTION FIELD SECTION GRADE W11N TAMPER TO TOP OF TANK TO (IF NECESSARY). SEAL CONDUIT GAS TIGHT. RESISTANT ACCESS COVER ALLOW FOR FUTURE INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL SCALE: 1"=3' FPUMP REMOVAL WORK TO BE INSPECTED BY A CER77FIED ELECTRICAL WITHOUT ENTERING TANK INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. CONNECT TO EXISTING FORCEMAIN INSTALL FLOAT SWITCHES TO OPERATE W/2" PVC SDR-26 FORCEMAIN, PUMP AND MAINTAIN LEVELS AS INDICATED PROVIDE 3' MIN. COVER TAX MAP # 227.17-1-49 & POSITIVE DRAINBACK TO PUMP STATION ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. BALL VALVE PUMP STATION NOTES EXIST. HOUSE SEWER FROM SEPTIC TANK INSTALL VALVES AND UNIONS SEAL ALL TANK OPENINGS WATERTIGHT. SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT PROVIDE AND INSTALL UL LISTED PACKAGED PUMP REQUIRING PIT ENTRY CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. ALARM 3" BALL CHECK VALVE • SJE RHOMBUS IFS SINGLE PHASE DUPLEX DEMAND DOSE ABOVE 'PUMP ON' & LAG PUMP ON INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH FLOAT SWITCHES — INSTALL INSIDE ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S 0 ISSUED TO TOWN OF QUEENSBURY PLANNING & ZONING BOARDS 9/15/2021 PUMP ON PUMP PIT IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY 2" SCH-40 PVC PIPING REQUIREMENTS. AND NATIONAL ELECTRIC CODE (N.E.C.) No. Revisions Date INSIDE WET WELL THROUGH WALL REQUIREMENTS. PUMP OFF UNION — LOCATE SUCH THAT PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO WASTEWATER DESIGN & DETAIL SHEET 16" MIN. a UNION CAN BE DISCONNECTED AND ALTERNATE, DEMAND PUMP DOSING AND TO PROVIDE A VOLUME OF DOSE TO PUMPS REMOVED WITHOUT TANK 125 GAL DOSE (40 GAL IN FORCE MAIN, 85 GAL FOR prepared for BE 125E GALLONS Q ENTRY FIELD). Michael & Susan KajdaSZ e " REDUCING TEE POINTED DOWNWARD PUMP TO BE GOULDS MODEL 3885, WE05H 23OV, 1/2 HP, 113 Seelye Road - Warner Bay - Lake George r " " K17H 1" BALL VALVE THROTTLED TO Di ;Safel ■ EXISTING 600 GALLON PRECAST CONCRETE PUMP STATION ALLOW TRICKLE DRAIN BACK INTO SINGLE PHASE, 35 GPM ® 30—FT TDH. 7 Y TO BE PUMPED, CLEANED & INSPECTED; WETWELL Town of Queensbury, Warren County,New York NeWPjYork REUSE IF FOUND TO BE IN GOOD CONDITION VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. ED Cali Before You Dig DUPLEX EFFLUENT PUMPS Drawn: LWD Checked: GTH Scale: NOTED Date: 7/28/21 12 Wait The Required Time 0 Confirm Utility Response REPLACEMENT PUMPS IN EXISTING PUMP STATION DETAIL 169 bury, N Road ®DRespectig With The Marks ALTERATION OF THIS DOCUMENT Q18) 7 ury, NY hone 291841-01-S4 2804 ®Dig With Care 800.962.7962 NTS EXCEPT BY A C 518 745-0307 Phone w .dlgsafelynewyork.eom VIOLATTIION OF NYSEEDUCATION LAW. Hutchins Engineering PLLC ( ) 9 9 (518) 745-030B Fax