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RC-0883-2021 MANUFACTURED WIVIF —�b-5 2�02-1 PERMIT APPLICATION t)2_�) _ Permit 741 lk"V R%%", NV UR04 roc rat': 5 *Iwo Invoice 4. Flood Zone? Y 4Nz1'(1e ;,Nf Patk(if applicable). DR.OJECT INFORMATION: I. PI-Opesed Date of Placement: OCT 2 0 2021 �j Approximate Value of Home:S OWIN OF QUEENSBURY 2 T BUILDR4G&CODEs"-- 3. Is the home NEW L or a REPLACEMENT ? 4. Single-wide_ or Double-wide tl-; S12e,. ( ft.X ft. wall s;Guarz S. Foundation support(choose one): Size Piers: �ab: 6. is the home being placed on a private lot? No Yes" ("If yes,you must provide stamped engineered drawings of the perrnaneW%JF=urd;3t,cn 7. Total#of rooms(exclude bathrooms): #of bedrooms: —2, #of bathrcorr.s; S. Additional beat source? No ✓ Yes Choose one,if yes: gas fp— woodstove w a C d.,f r 9. Are there any other/existing buildings on the property? No --. Yes Explain: 10. What Is the water source? PUBLIC Z' PRIVATE WELL 11. What type of wastewater system is on the parcel? SEWER PRIVATE SEPTIC 12. Do you need a septic permit application? No Yes t-.- MANUFACMIRED HOME INFORMATION: (INFORMATION FOUND ON THE PLATE OR STICKER LOCATED IN THE HOME), Insignia seriai#:+Lj Name of Manufacturer: A- Place approval#: Model or component designation (New Home OnIV). Date of manufacture: li,Y'i.Mit. M-4 VPAAI'I- 41 e0k '5'VV%v\1 QA �r� ��� -2-CA' r �- hJ_. ------- I.-I'llick It 411 vowif W111 bo OwfovywA by tho propol"Y owner U!b� t-'wltt ottorb) (Lim MI odditional ('mit.o6tort. ofl-Ow kxk' (A -------------- Ak (AM11figo Adfh'v,4�-i C Land Line; *11Woirkw;1 Comp (focumerRation Mqst—be Wbimitted with this a fication" Cor'll'ild, Voorml for Cory,pliwice- in rep prd,e to thl's project-, Land Line. 9UlEiLzl ' -"u 14� 11_�, A...�.1Al l. t- Conipleted Maiwfadui 411 Iluilt0 t�r;riitlt otppilh:atlolt 2. Structural di-aWings,which(Ittluilt�; a. r-loor 01011 l+. Kuuirdatiron Blatt(see )-01.511i+-- Appol10K t 461101) A!*.MI) ItikiIliIitIii�iI Ioiiiill c. If the Itomt•Is bellin plrtVIM tilt it III IvoW Iim-col (Ilot III ii livill o tl►Mgll►il t;tl Wtte).Vol! MOM-piow�fiie O'dilipod elighloolvitj t4likkilllKa tit I`Uj lit'l-itt+tt+rlil irllitil►+iloll l+If W �. Plot plan,using a survey ntap if jw%sible,wl Ich lilidtitles. a. Drawls W scale (1.0. 1 i+irl► =Ap lrtsl:) b. (lidicate proposed lo-cotitin,WItll shlbtlik5 e. Ihdode all structuty;oh tlto pi-outrty d. include locatloo of latter stipply(�voll t)l.t\1 Otr--.r lii►i�s e. Include locatio V-A configui-attttit st'wtit itiit� ADDI°T° QNAL- 9jV® � I,A R�F� �4 6 M6 i. Installer-Warranty seal trust be p►byided. llAul,W issl.ilhg of c1rrlii�t+tt:1 2. Any changes to the approved pilaus p tior to at•du lso(-011,01-tlwOokli will lvttultij Ow s%Illltlitt:ll o.l amended plans, additional revlLsws and tr-.-apph.val, 1 If,for any reason, the building permit applicaiicltl Is%v10140wo.:10%of 010 t�'e Ik I-o-oi+wti by iho Town of Queensbury. After t Vear from the ittlt.ial opplieofloll &It-o' .11OON' of tho See It 1�`l;iiHt�tl. C Workers' Comp insurance Infomation fist-all conitoctors ilw-Avv-0-t4OUiltM, 0'.t;t' l=0o wif PROPRIETORS DEC -, AMON: I swear that,to the best of my kn wlerige altd b(Aiof; 01%. \1 tl�1Wo plates and specifications sutlittitt d, acr_;a trrtt,:slid ronNI ell staken1wilt its,oll O%k tilr A30\1- 11111i premises;and,that all prOAsiorts of the MS ttUlWos C.'Mo,the 7Yiiliog whiiiilMI%AA OXI all 00wv l Aw's W Vh'�- proposed work shall he cx)mplied with,whethv' %Ir-n'A.\1lW timt Nui h\\\ A i r 11%ilwli,vii I�N�111i) I have read and agme to the a vvc PRINT NAME: ._ va^u+a::nr.�d N�;ty Ar„:I!taCMi� Rr\:r: •• •`4� ::^,, TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Plan to scale i Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) All wells on property and adjacent properties shown -149- ater line shown Municipal or well 10'separation to any part of system —SW (Al--SSetback to property lines show 10'or more for any part of system Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10' from any waterline ')LSeptic 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) �LSeptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each �eJ Leech Field 20'from foundation 100' from any well 10'from water line E'JXSeepage pit 150'from well 50'from septic tank �J Seepage Pits 3-times diameter apart iJ Septic tank and pump stations over 30 gallons 50'from watercourse or wetland IC distance from bottom of trench or system 24"to bedrock or mottling 36" within 1000' of Lake George,. Leech field 100'from watercourse or wetland I ,J'�'—Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation ' Provide Engineer/Architect stamp for bed or design systems Department of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system All tanks anchored or 2' above flood elevation Revised 4/15/2021 STATE OF NEW YORK � _ - DEPARTMENT OF STATE � ��; S INSTALLEWS 33930 WALMRAN TY SEAL ❑ New'manufactured home ❑Relocated manufactured home A.Warranty Seal Number: 33930 B.Name of Installer: Serenity Housing Sal' eslAmsterdam C.Installer Certification Number: 1INT01377 D.Date of Installation: E.Home Serial ' F.HUD Label Number: G.Municipality issuing permit: mP�JY'lnCl�'��ItJ��ry ' H.Installation address: 5,Q1 I.city,-St to Zip: Signature: . (C-tmap.0—entaMa) Printed name or above: r U5 , VOID IF REMOVED,This SEAL certifies installer's ikimpllance with the Regulations for Manufactured Homes in accordance with Title 19 New York Codes,Rules and Regulations Part 1210. s =f ADDENDUM TO HUD INSTALLATION MANUAL (ALT.TYPICAL SLAB-ON-GROUND REQUIREMENTS USING INSULATED SKIRTING OPTION) The MATING LINE j Commodore UNIT-A UNIT-B Corporation MIN.R-5INSULATED SKIRTING Orig.2!7117 W/SELF CLOSING VENTS IN COLE WEATHER IS REQUIRED UNLESS NO -FROST SUSCEPTIBLE INSTALTIEDOWN SPACING AND SOILIFILL MATERIAL IS PRESENT INSTALLATION PER FRAME UNDER THE SLAB(SEE NOTE 3) TIE DOWN SECTION TIEDOWN INTO SLAB FRAME— PICAL MATE LINE ANCHORS EMBEDDED I.OFAM AND MAIN RAIL PIER 1 INTO SLAB PER ANCHOR SUPPORTS ARE PER CONCRETE SLAB MANUFACTURER INSTRUCTIONS SET UP MANUAL (SEE NOTE 1) j GRAVEL d a�� `r'-•'1'.;?i 4.•ta: si! �'r :.i.,. r•..i•i-ri`:.::•r...•.,r•.;d.: '1. -- 6 MINIMUM DEPTH AT a -_a___ _ _____________ ________________________ _ __- __ ANY POINT I -- - -------- ---------------_-------------- SLOPE _ -- -- _1�� �Tn 1�r 12"min.@15o0or less AF1'k NROUN AWAY FROM -FROG ESSIVEEN •NEERING,INIC., 14':n.@ 2000 AN* 12,min. MIN.6mm POLY VAPOR (2)114 REBAR CONTINUOUS 16'Min,@ 2500 or greater AFI* Pedm.Fooling BARRIER BENEATH CONIC.SLAB AROUND THE PERIMETER 58640 STATG�ROAD 15 I * GOSHEN1 1N 46528 Soo page SINGLE WIDE HOME See page A-19.6 Typ.Insulation(Kolar to detail below and Note 4 5,94-533.0337 MIN.R•5 INSULATED SKIRTIN i W/SELF CLOSING VENTS IN WEATHER IS REQUIRED �Vt Ur MA INSTALLATION PER FRAME SINGLE WIDE HOME SOIL FISUSCEP TIEDOWN SPACING AND NONRLSU L MT MATERIAL I I �qC' TIEDOWN SECTION UNDER THE SLAB IS )TIMOTHY A, yG TIEDOWN INTO SLAB RIDGE v' j ANCHORS EMBEDDED INTO SLAB PER ANCHOR TYPICAL MAIN RAIL PIER j MANUFACTURER INSTRUCTIONS SUPPORTS ARE PER CONCRETE SLAB p SET UP MANUAL (SEE NOTE 1) l�ea , /STE SAMEAS J GRAVEL SIONAL� —►' o y----- -------- - --"-?-:i-s�—': ^,:-e': : it t - a_+r ;a,.a :r•-—- 6'MINIMUM SPECIFIED ABOVE o LLo ------- ----- --------- _ BENEATH S L A APOINT - -= -= - -- --- - --- -= -- ai --- ---------- l 1 --- - SLOPE GROUND AWAY FROM MIN.6mm POLY VAPOR 12'Min. CENTER OF HOME BARRIER BENEATH CONE.SLAB Petim.Footing FLASHING AS REQUIRED BYLOCALCODES r ,.:,' ";:rt; '••., PROTECTION OF INSULATION PER LOCAL REQUIREMENTS SEE NOTE 1 C,%;;:';:•,r��' AND INSULATION MANUFACTURER INSTRUCTIONS (2)04 REBAR CONFINl10US'` •::"• ? , }V I AROUND THE PE, ET.{T;' r s '• SLOPE AND FINAL GRADE ACCORDING TO LOCAL CODE REQUIREMENTS PER SITE CONDITIONS. 0"LO 12" __ e NOM.4'SCREENED AND WASHED GRAVEL OR CRUSHED 12"min. 'FN A STONE.DRAINED IN ACCORDANCE WITH REQUIREMENTS OF LOCAL CODES BASED UPON SITE CONDITIONS. e MIN.fimm POLY -I I BARRIER BENS CONE.SLAB HORIZONTAL INSULATION IS REQUIRED ONLY IN� ,_ ^I`I I REGIONS WHERE LOCAL AIR FREEZING INDEX EXCEEDS 2,900. REFER TO PAGE A-19.6 FOR MORE INFORMATION. FOR VERTICAL INSULATION R-VALUE REFER TO PAGE A-19.6 NOTES 1.THE THICKNESS OF THE SLAB IS SET AT 6'FOR AN ASSUMED 2000 PSF SOIL BEARING CAPACITY.FOR 1000 PSF MIN.SOIL BEARING CAPACITY,USE B•THICK CONCRETE i SLAB.CONCRETE COMPRESSIVE STRENGTH:3500 PSI MIN. 2.ALL INSULATION SHALL BE EXTRUDED POLYSTYRENE TYPE V,VI.OR VII PER ASTM CS70. 3.SLAB INSULATION IS NOT REQUIRED AND SKIRTING IS NOT NEEDED IF SLAB IS PLACED ON A LAYER OF WELL DRAINED,UNDISTURBED GROUND OR FILL THAT IS NOT SUSCEPTIBLE TO FROST.CLASSIFICATION OF FROST SUSCEPTIBILITY OF SOIL SHALL BE DETERMINED BY A SOILS OR GEOLOGICAL ENGINEER UNLESS OTHERWISE APPROVED.SITE ONLY ON WELL DRAINED SOIL WITH AVERAGE MOISTURE CONTENT LESS THAN 25%TO FROST DEPTH.SaL CONDITIONS AS INDICATED ARE ADEQUATE FOR SLAB INSTALLED ABOVE FROST LINE.THE DETERMINATION PROVIDED70 THE LAHJ BY THE SOILS ENGINEER SHALL INCLUDE DATA THAT DESCRIBES THE Sol[.CONDITIONS 70 I A MINIMUM DEPTH THAT INCLUDES THE FROST DEPTH. 4. REFER TO PAGE A-19.6 OF THIS SET FOR REQUIRED SLAB INSULATION LENGTH AND R-VALUES PER GEOGRAPHIC LOCATION BY STATE AND COUNTY. i 5.REFER TO INSTALLATION INSTRUCTIONS FOR ANCHOR TIE DOWN REQUIREMENTS AND SPACING.REFER TO ANCHOR MANUFACTURER INSTALLATION INSTRUCTIONS FOR ALL OTHER REQUIREMENTS. -•----.. __.v_. t]FEDERAL MANUFACTURED A D a. _ H&AING FETYSTANIDARDSN� 308.19-1-69 RC-0883-2021 ° o Mattison, 3eff � OCT 2 0 2021 04 < m 521 Corinth Rd a f New Manufactured Home 1280 s Tavvi -r �I�.�.. • SRY BUILfJIIz:': .x �;ry�� f ADDENDUM TO HUD INSTALLATION MANUAL (ALT.TYPICAL SLAB-ON-GROUND REQUIREMENTS USING INSULATED SLAB OPTION) ; The MATING LINE Commodore UNIT-A UNIT•B Corporation Orlg.217117 REINFORCED CONCRETE SLAB I TIEDOWN SPACING AND (SEE NOTE 2) I INSTALLATION PER FRAME { TIEDOWN SECTION i SKIRTING AS NEEDED TIEDOWN INTO SLAB FRAME TYPICAL MATE LINE ANCHORS EMBEDDED I•BEAM AND MAIN RAIL PIER (OPTIONAL) � INTO SLAB PER ANCHOR SUPPORTS ARE PER MANUFACTURER INSTRUCTIONS SET UP MANUAL ra GRAVEL I Z1 6"MINIMUM DEPTH I aLLo� __ _-------••4- -__ _ii?=-•.••- - -f- --.�-- DENEATH SLAB AT I -- - - - --=------ ---------------- - --------------- - == ANY POINT I ----- — —------------------------------- - - ------------ ----------------------------------- --—=—____- -- SLOPE GROUND GROUND AWAY FROM (2)04 REBAR CONTINUOUS 12'Min. CENTER OF HOME AROUND THE PERIMETER OR AS I 12 min.@ 1500 or less AFI Perim.Footing 7yp.InsulaQon u REQUIRED BY ANCHOR MFGR.nderslab as + 14'Mln.@ 2000 AFI specified per table below. 16"Mln@250Dor greater AFI SINGLE WIDE HOME * AFI=Local air freezing Index CONCRETE SLAB ���OF A14 f Soo pago A-19.6 (SEE NOTE 2) � qC p TIMOTHY A. 'yG TIEDOWN SPACING AND INSTALSINGLE WIDE HOME INSTALLATION PER FRAME TIEDOWN SECTION KIRTING AS NEE (OP7IONAl) A(/�f ISTE TIEDOWN INTO SLAB ANCHORS EMBEDDED INTO SLAB PER ANCHOR TYPICAL MAIN RAIL PIER NA�� ASS! L SUPPORTS ARE PER / O MANUFACTURER INSTRUCTIONS SET UP MANUAL GRAVEL SAME AS �_ 6"MINIMUM DEPTH m BENEATH SLAB AT SPECIFIED o o -_ %t:•''• -a�0 t• ,' 'r `• ANY POINT ABOVE a.�o _ -_- - -_ - ---_-__--- _--_- -_-_- _- _-_--- �.._.. -------------------------------- SLOPE GROUND AWAY FROM ;{•..,i•' '"' :i4,r , ' UNDER SLAB INSULATION CENTER OF HOME t • •._: t'.:. t SPECIFIED PER INC. AS SLOPE AND FINAL GRADE TABLE BELOW. Perim'Footing PROGRESSIVE ENGINEERING, :.:.1 ACCORDING TO LOCAL CODE 4"MIN. 58640 S�'�rF�j T7l�,kot't1� 1" f 1i i•'��, ~�r:;i R:• no REQUIREMENTS PER SITE SEE NOTE 2 GOSHEN,ley 46590 CONDITIONS. r� f • 50-533.0337 r3,ri,�,e:.•,r,����pj ; 0 0 _ tit`41• � , ' „ ° (2)04 REMCONTINUOUS • - i '�j<<t '• O"to 12 a - AROUND THE PERIMETER OR AS d a Ti+irj�:3� d• :e REQUIREDBYANCHORMFGR. - - - - CONTINUOUS SLAB INSULATION RE R MENTS 3 (PER TABLE B OF SEBASCE 3 -PI) ° 1== AIR FREEZING REQUIRED R•VALUE At i 12"min. - - - - - - ::r' - - INDEX DU Assumes Mean Annual Tamp. • - - - - - - - - ;_=>i - - (See page A-19.6) 2 41'F y;+ ?_> =i,'•_= :s:= '_:__ 3 7500R LESS 30' 5.5 T'T_ - - TYP.INSULATION UNDER SLAB 1500 49' 0.5 f `\ 2260 63' 9.9 `NOM.4"SCREENED AND WASHED GRAVEL OR 3000 79' 13.9 09 CRUSHED STONE.DRAINED IN ACCORDANCE SEE CHART WITH REQUIREMENTS OF LOCAL CODES *INSULATION IS REDUCED BY 0.3 FOR R-VALUE OF S' BASED UPON SITE CONDITIONS. MINIMUM CONCRETE SUB NOTES 1.SITE ONLY ON WELL DRAINED SOIL WITH AVERAGE MOISTURE CONTENT LESS THAN 25%TO FROST DEPTH.SOIL CONDITIONS AS INDICATED ARE ADEQUATE FOR SLAB INSTALLED ABOVE FROST LINE. 2.THE THICKNESS OF THE SLAB IS SET AT 6'FOR AN ASSUMED 2000 PSF SOIL BEARING CAPACITY.FOR 1000 PSF MIN.SOIL BEARING CAPACITY.USE 0'THICK CONCRETE SLAB.CONCRETE COMPRESSIVE STRENGTI 1:3500 PSI MIN. 3.ALL INSULATION SHALL BE EXTRUDED POLYSTYRENE TYPE V.VI,OR VII PER ASTM CS76. 4.SLAB INSULATION IS NOT REQUIRED AND SKIRTING IS NOT NEEDED IF SLAB IS PLACED ON A LAYER OF WELL DRAINED.UNDISTURBED GROUND OR FILL THAT IS NOT SUSCEPTIBLE TO FROST. CLASSIFICATION OF FROST SUSCEPTIBILITY OF SOIL SHALL BE DETERMINED BY A SOILS OR GEOLOGICAL ENGINEER UNLESS OTHERWISE APPROVED.THE DETERMINATION PROVIDED TO THE LAHJ BY THE SOILS ENGINEER SHALL INCLUDE DATA THAT DESCRIBES THE SOIL CONDITIONS TO A MINIMUM DEPTH THAT INCLUDES THE FROST DEPTH. 5.REFER TO INSTALLATION INSTRUCTIONS FOR ANCHOR TIE DOWN REQUIREMENTS AND SPACING.REFER TO ANCHOR MANUFACTURER INSTALLATION INSTRUCTIONS FOR ALL OTHER REQUIREMENTS. j 6.REFER TO PAGE A-19.6OF 7111S SET FOR REQUIRED SLAB INSULATION LENGTH AND R•VALUES PER GEOGRAPHIC LOCATION BY STATE AND COUNTY. C)FEDERAL MANUFACTURED �_ . V HOUSING CONSTRUCTION'0 , &SAFETY STANDARDS �D { ALT.TYP.SLAB ON GROUND DESIGN-INSULATED SLAB OPTION 04Im The L8�Commodore Orig.2/7/17 orporation MIN.FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS AIR FREEZING MIN.FOOTING VERTICAL HORIZONTAL INSULATION R VALUE HORIZONTAL INSULATION DIMENSIONS(INCHES) INDEX (NOTE1) DEPTH INSULATION (SEE DETAIL-A BELOW) ('F days) (Inches) R-VALUE ALONG WALLS AT CORNERS A B C 1,500 OR LESS 12 4.5 NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED 2,000 14 5.6 NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED 2,500 16 6.7 1.7 4.9 12 24 40 31000 16 7.8 6.6 8.6 12 24 40 3,500 16 9.0 8.0 11.2 24 30 60 j ; 4,000 16 10.1 10.5 13.1 24 36 60 i NOTES: .............. 1. REFER TO LOCATION CHART BELOW LISTED BY STATE AND COUNTY TO DETERMINE PROPERAIR FREEZING INDEX PER LOCALITY. FOR STATES FOUNDATION PERIMETER NOT LISTED ON CHART BELOW,REFER TO IRC-TABLE 403.3(2). 2. INFORMATION SHOWN ON THIS PAGE IS PER SECTION R403.3 OF THE DETAIL -A INTERNATIONAL RESIDENTIAL CODE (HORIZONTAL INSULATION PLAN) j I� AIR FREEZING INDEX FOR STATES BY COUNTY j AIR FREEZING INDEX FSTATE 1,500 OR LESS, 2,000 2,500 3,000 3,500 4,000 All counties Hartford,Litchfield H All counties All counties Berkshire,Franklin, not listed Hampden„Worcester — — MD All counties — — — — Knox,Lincoln, Androscoggin,Cumberland, Aroostook,Franklin, ME York Sagidahoc Hancock,Kennebee, Oxford,Penobscot, — — Waldo,Washington Piscalaquuis,Somerset V NH — All counties Carroll,Coos, j not listed — — Grafton if NJ All counties Albany,Bronx,Cayuga, I 1MVG Columbia,Cortland,Dulchess, EC Genesseo,Kings,Livingston, Clinton,Essex,Franklin, /iLv Monroe,Nassau,New York, Hamilton,Herkimer, NY Onondaga, Ail counties Jefferson,Lewis,St. .q, O o,INC. � Niagara, dean Ontario, not listed ?J FG/STE ��I� ,ENGINE N Orange,Odra Orleans,Putnam, Lawrence,Warren ' .i Queens,Richmond,Rockland, S/pUAL o r ' ,4 ROAD 15 Seneca,Suffolk,Wayne, 58GA0 �'I��'�.I��A Weschesler,Yates Ws LIJ-,1NL 465 18 I Burks;Blalr,Bradford,Cambria, 5 Cameron,Centre.Clarion, -•;,.: :, �� f Clearfield,ClInton,Crawford,Elk, PA All counties Forest,Huntingdon,Indiana, not listed Jefferson,Lackawanna, r';..',�''':.�; "`,;�,•ff r'tx 'f�f?rr Lycoming,McKean,Pike,Poller, /;•; Susquehanna,Tioga,Venango, Warren,Wayne, n RI All counties VA All counties Addison,CNItenden, Bennington Grand Isle, Caledonia,Essex, Zr;;' :•�� VT — Franklin,Oran e, Lemotllle,Orl"cans Rutland,Windham 9 Washinglon,Windsor WV Ali counties — — 10 — j OFEDERAL coliSMANUFACTURED D Q,�19.6 U NOOSING COrrSTRUCTlON &SAFETY STANDARDS 'D o 0 AIR FREEZING INDEX INFORMATION FOR SLAB INSULATION R-VALUE&DIMENSIONS Rev. 9/4/20 Q4 911612=1 ° SPECIAL A010325 TYP I CAL PIER PRINT DESIGN CRITERIA: ONE INCH MAY NEED TO BE ADDED TO THE WIDTH 1. HAS BEEN DERIVED FROM DAP.IA APPROVED DESIGNS OPTIONAL O.S.B.SHEATHING ON THE MATEWALL. FOR REVIEW ONLY 2.REFER TO THE APPROVED INSTALLATION MANUAL FOR THE FOLLOWING: OF THIS HOUSE UPON THE USE A.SITE PREPARATION MANUFACTURER DISCLAIMER NOTICE B.SOIL BEARING CAPACITY PLEASE READ AND UNDERSTAND THE FOLLOWING INFORMATION C.FOOTING DESIGN AND SIZING SITE DETAILS;(TO BE COMPLETED BY THE INSTALLER) CHAMPION HOME BUILDERS,DOES NOT PERFORM ANY SITE WORK FOR HOMES D.PIER CONSTRUCTION IT WILL BE THE RESPONSIBILITY OF THE DEALER/SITE CONTRACTOR TO INSURE E.ANCHORING SOIL BEARING CAPACITY: THAT ALL SITE WORK WILL CORRELATE WITH THE UNIT ORDERED. 3.THIS PIER SUPPORT DESIGN HAS BEEN CREATED SPECIFICALLY FOR THIS SERIAL NUMBER FOOTING SIZE: ALL DIMENSIONS SHALL BE VERIFIED BEFORE CONSTRUCTION. 4.PIERS ARE REQUIRED AT BOTH SIDES OF EXTERIOR DOORS IN LOAD BEARING SIOEW WALLS,( NOTICE TO ALL HOME INSTALLERS;MANUFACTURED HOMES WEIGH SEVERAL PIERS ARE NOT REQUIRED IN NON LOAD BEARING END WALLS)."PIER SUPPORT ALTERNATE' FOOTING SPACING: TONS.DO NOT ATTEMPT TO INSTALL HOME ON SITE WITH OUT HAVING DAPIA PAGE FLO1.06.01(MAY ONLY BE USED ON DOORS LESS THAN 48-WIDE). (COMPLETE ONLY IF DIFFERENT FROM SHOWN) EXPERIENCE,KNOWLEDGE AND UNDERSTANDING OF ALL INSTALLATION S.BLOCKING IS ALSO REQUIRED AT BOTH SIDES OF OPENINGS 48"OR LARGER IN LOAD BEARING REQUIREMENTS.FAILURE TO MEET THESE REQUIREMENTS MAY RESULT IN SIDEWALLS OR MATE WALLS. PIER LOAD: SERIOUS INJURY OR DEATH TO AN INEXPERIENCED INSTALLER.PLEASE READ __ MARRIAGE LINE PER LOADS: AND UNDERSTAND THE SET-UP AND INSTALLATION MANUALS SUPPLIED WITH L FRAME SUPPORT ■ POINT LOAD SUPPORT THIS HOME BEFORE ATTEMPTING INSTALLATION OF ANY MANUFACTURED HOME. , A. B.- C. c. 41' WATER INLET BLOCK BOTH SIDES Z 0 OF PICTURE WINDOW -------- r35-9 1/2"�31'-6" r_____________ _________________a_—_____________________-________________, 3 8 <<'•1 Imo----�- i N?(� i i i i i I i i (^o ---i i---i ---i M ! c _.) T m ' cm L!1 C) 24-S" ; S Uj c �, j DWV DROP i �+CM m (D71 I LL= i i I�. O❑ [-BEAM I f-------------------- ---- --------- ----------- -------------- ---------- ---------- i r 0 O�1 I-BEAM I I I I I I I I I I I I I I I 31'-2" 22'-31/2" I5'4" I I roe v>�er vtm j � I I III 4f vviceaotmm -18' --10' 1f-40 is Ir---� "---' r---' --' r---' ---' '---' 1 -BEAM L---' `---' ' --' L---' 0 2' 6' 6' 8 1 8' 8' 8' 2' 2Tfi" L30`8"EXTERIOR DOOR LOCATION 48F MODIFICATIONS PROJECT: TRIP SHEER 122-07-A-24402 PIER PR-1010TS 26'-8"x48' 3BD 2BTH FOUNDATION S N A010325 PLAN ".ANUFACCTUREDTIFULLY" DRAWN 6/: PROPRIETARY AND OONFlDFNTUL DATE: 07.14210.G,PA 17572 FlLENMIEtId1y1•i.hxpoUyTpEml IFFp*p�µylmpgl vnNmYiErt�Fwrv�AOIi+31 B SCALE: 5J3Y=1'-0" f Page 1 of 2 Date: June 28,2022 Case No.:22-02-0496A LOMA j rt Federal Emergency Management Agency m�! Washington,D.C. 20472 ���qxu stir°4 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF QUEENSBURY, A parcel of land, as described in the Bargain and Sale Deed recorded WARREN COUNTY, NEW as Instrument No. 2020-7938, in the Office of the County Clerk, Warren YORK County, New York COMMUNITY The portion of property is more particularly described by the following metes and bounds: COMMUNITY NO.:360879 AFFECTED NUMBER:3608790025B MAP PANEL DATE:7/16/1984 FLOODING SOURCE:CLENDON BROOK APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:43.293584,-73.709959 SOURCE OF LAT&LONG:LOMA LOGIC DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST AT IS REMOVED CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET FROM THE SFHA FLOOD FLOOD GRADE ELEVATION SECTION ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) -- -- — Corinth Road Portion of Property C I -- I -- 1 372.2 feet Special Flood Hazard Area (SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION STATE LOCAL CONSIDERATIONS PORTIONS REMAIN IN THE SFHA ZONE A is document provides the I-ederal Emergency Management Agency's determination regarding a request or a Letter of Map Amendment tor=e property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map;therefore, the Federal mandatory flood insurance requirement does not apply. However,the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Mapping and-lnsurarace e_,Xchaannge toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, CrClearinghouse- 36(:1 Eisen_over Avenue, Suite 500,Alexandria,VA 22304-6426. ` / JUN 3 0 2022 TOWN OF QUEENSF URY SU1LDING& CODES CeZ)05- 21D21 Patrick"Rick"F.Sacbibit,P.E.,Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration Page 2 of 2 Date: June 28,2022 Case No.:22-02-0496A LOMA VXR A Federal Emergency Management Agency s � � O 'J4 Washington,D.C. 20472 50� LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) BEGINNING at an iron rod found in the ground for a corner on the southerly bounds of Corinth Road, said point marking the northeasterly corner of lands as conveyed to Dudley by deed book 5732 at page 64; thence running in an easterly direction along the southerly bounds of Corinth Road, North 86 degrees, 17 minutes and 25 seconds East, a distance of 100.00 feet to an iron rod found in the ground for a corner, said point marking the northwesterly corner of the lands as conveyed to the Queensbury Land Conservancy by deed book 4061 at page 281; thence running in a southerly direction along the westerly bounds of the lands of the Queensbury Land Conservancy, South 20 degrees, 57 minutes and 32 seconds East, a distance of 194.30 feet to a point in the westerly bounds of the lands the Queensbury Land Conservancy; thence running through the lands of Jeffrey Mattison by deed book 6233 at page 185, South 77 degrees,46 minutes and 11 seconds West, a distance of 98.18 feet to a point in the easterly bounds of the lands of Dudley; thence running along the easterly bounds of the lands of Dudley, North 20 degrees, 32 minutes and 17 seconds West, a distance of 209.06 feet to the place and point of beginning PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. ZONE A(This Additional Consideration applies to the preceding 1 Property.) The National Flood Insurance Program map affecting this property depicts a Special Flood Hazard Area that was determined using the best flood hazard data available to FEMA, but without performing a detailed engineering analysis. The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations published in the Flood Insurance Study. This flood elevation is subject to change. STATE AND LOCAL CONSIDERATIONS (This Additional Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT(REMOVAL)) Please note that this document does not override or supersede any State or local procedural or substantive provisions which may apply to floodplain management requirements associated with amendments to State or local floodplain zoning ordinances, maps, or State or local procedures adopted under the National Flood Insurance Program. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Mapping and Insurance exchange toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse,3601 Eisenhower Avenue, Suite 500,Alexandria,VA22304-6426. Patrick"Rick"F.Sacbibit,P.E.,Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration 1 AiR1F.� Federal Emergency Management Agency Washington, D.C. 20472 �'qND-SEG ADDITIONAL INFORMATION REGARDING LETTERS OF MAP AMENDMENT When making determinations on requests for Letters of Map Amendment (LOMAs), the Department of Homeland Security's Federal Emergency Management Agency (FEMA) bases its determination on the flood hazard information available at the time of the determination. Requesters should be aware that flood conditions may change or new information may be generated that would supersede FEMA's determination. In such cases,the community will be informed by letter. Requesters also should be aware that removal of a property (parcel of land or structure) from the Special Flood Hazard Area(SFHA) means FEMA has determined the property is not subject to inundation by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood).This does not mean the property is not subject to other flood hazards. The property could be inundated by a flood with a magnitude greater than the base flood or by localized flooding not shown on the effective National Flood Insurance Program(NFIP)map. The effect of a LOMA is it removes the Federal requirement for the lender to require flood insurance coverage for the property described. The LOMA is not a waiver of the condition that the property owner maintain flood insurance coverage for the property. Only the lender can waive the flood insurance purchase requirement because the lender imposed the requirement. The property owner must request and receive a written waiver from the lender before canceling the policy. The lender may determine, on its own as a business decision,that it wishes to continue the flood insurance requirement to protect its financial risk on the loan. The LOMA provides FEMA's comment on the mandatory flood insurance requirements of the NFIP as they apply to a particular property. A LOMA is not a building permit, nor should it be construed as such. Any development, new construction, or substantial improvement of a property impacted by a LOMA must comply with all applicable State and local criteria and other Federal criteria. If a lender releases a property owner from the flood insurance requirement,and the property owner decides to cancel the policy and seek a refund, the NFIP will refund the premium paid for the current policy year, provided that no claim is pending or has been paid on the policy during the current policy year. The property owner must provide a written waiver of the insurance requirement from the lender to the property insurance agent or company servicing his or her policy. The agent or company will then process the refund request. Even though structures are not located in an SFHA,as mentioned above,they could be flooded by a flooding event with a greater magnitude than the base flood. In fact, more than 25 percent of all claims paid by the NFIP are for policies for structures located outside the SFHA in Zones B, C,X(shaded), or X(unshaded). More than one-fourth of all policies purchased under the NFIP protect structures located in these zones. The risk to structures located outside SFHAs is just not as great as the risk to structures located in SFHAs. Finally,approximately 90 percent of all federally declared disasters are caused by flooding,and homeowners insurance does not provide financial protection from this flooding. Therefore, FEMA encourages the widest possible coverage under the NFIP. LOMAENC-1(LOMA Removal) LOMAs are based on minimum criteria established by the NFIP. State, county, and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the SFHA. If a State, county, or community has adopted more restrictive and comprehensive floodplain management criteria,these criteria take precedence over the minimum Federal criteria. In accordance with regulations adopted by the community when it made application to join the NFIP, letters issued to amend an NFIP map must be attached to the community's official record copy of the map. That map is available for public inspection at the community's official map repository. Therefore, FEMA sends copies of all such letters to the affected community's official map repository. When a restudy is undertaken, or when a sufficient number of revisions or amendments occur on particular map panels, FEMA initiates the printing and distribution process for the affected panels. FEMA notifies community officials in writing when affected map panels are being physically revised and distributed. In such cases, FEMA attempts to reflect the results of the LOMA on the new map panel. If the results of particular LOMAs cannot be reflected on the new map panel because of scale limitations,FEMA notifies the community in writing and revalidates the LOMAs in that letter. LOMAs revalidated in this way usually will become effective 1 day after the effective date of the revised map. S . RESIDENCE TO BE CONNECTED TO MUNICIPAL C0 WATER LINE T_ —ADJOINING PROPERTIES ALSO ON WATER LINE pd c0 —VERIFY THAT NO OTHER WELLS IN 200' OF rn PROPOSED FIELD —SEWAGE DISPOSAL COMPONENTS TO BE 10' MIN. TO ANY MUNICIPAL WATER LINE (n Lands of rr and Consery Wil Ar a to be Re oved From Flood 1 432.7 Sq. F et 0.4 S Y 50 — Ch in Link Fenc hed IRF SEE DETAIL BELOW FOR DRIVEWAYS 11ON SIDE SLOPE OFF DRIVEWAY TO BE 1' VERT;3' HORIZ. MAX SLOPE Lands of (BOTH SIDES) n H 7 P_v / iD n 0 /1 / n ON 03 rf 0 S- a W V 1 0 N N O Oo uu w ZM0 'yam Replacement Sewage Disposal System for Mattison Residence Corinth Road, Queensbury NY TAX MAP ID#: 308.19-1-69 a flip 0 All atl$i 8i [ s P � 9 [ ao RUCINSKI HALL ARCHITECTURE Rmde F4dWd RudmW Ohm P" Hdl 174 Oa AVOMM OIL» Me KY. IMM Vda 518 741 OM Fa WO 741 0274 Emd oMdft . .CIND MOO1 M 011[C11M 6 A {IORIlD NIOfRCf TO AUFII NIY IIEL Q P'O11171 O' A46 OOOlE111 M MIY MY 11 W z0 G) p V • _ pz o mm N cnC 'OZ F�' is i n L g En25 `=1 .^ OM Road \71 'i R N O N A CO V N A � 1 BPI INX I 1 Replacement Sewage Disposal System for Mattison Residence Corinth Road, Queensbury NY TAX MAP ID#: 308.19-1-69 gill go �� �� �ii � s . is'111x_ . �v RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 134 Dix Avenue �JG Glens Falls NY 12801 Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Mattison Residence- 521 Corinth Road 20 January 2023 Town of Queensbury Building Department 742 Bay Road Queensbury NY 12804 Re: Installation of New Sewage Disposal System At the above.referenced project location this office observed the installation of the new septic system. The gravity laterals, distribution box and concrete septic tank have been located as measured on the attached drawing. Our office has taken photos of the current driveway grading for the driveway to compare with to the final grading as designed. This installation is acceptable to this office. If there are any questions, please contact our office to discuss. Regar , Et ete*Ii�' LEE I Architect � 1� � D JAN 2 0 2023 9 TOWN OF QUEENSBURY BUILDING & CODES 1 s10 RF 0 L) r-nnr AC ^^Ml&117J MA A M SIGHT SURVEY LOCATION AS SEEN ON MOST RECENT SURVEY ATTACHED RESIDENCE TO BE CONNECTED TO MUNICIPAL o0 WATER LINE -ADJOINING PROPERTIES ALSO ON WATER LINE (p -VERIFY THAT NO OTHER WELLS IN 200' OF O) :4, PROPOSED FIELD NEW BOUNDARY OF FRONT HALF -SEWAGE DISPOSAL COMPONENTS TO BE 10' PROPERTY REMOVED FROM FEMA MIN. TO ANY MUNICIPAL WATE - NOW ZONE C *SEE SURVEY Lands Of a to be ReN From Flood 1 32.7 •Sq./Ft .4 �S 1 I ten'_°" SEE DETAIL BELOW FOR DRIVE AY SMTION SIDE SLOPE OFF DRIVEWAY TO BE 1' VERT; 3' HORIZ. MAX SLOPE Lands Of (BOTH SIDES) Linda Dud y 1" = onservaocy S20057'32"E 549.47'/ AREA o 54,740 sq . ft . v 1.26 acre 0 o � 71.42' n Link Fe ce N 0032 ' 1 7" o� &� J F Q ?' PLAN WITH EXISTING+ PROPOSED GRADING 375 J —4 1' I 1' VERTICAL: 10' HORIZONTAL SLAB TO DRIVE DRIVEWAY CROSS SECTION 10 MINIMUM SHOWN SCALED FROM DRAWING LIMITS OF WATER RIGHT5 CONVEYED TO THE GLENS FALLS BY WARREN N. 5MITH I G5' EACH 51DE OF BROOK GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SITE PLAN DRAWING PREPARED BY VAN DUSEN & STEVES E/P IPF CLEND 0 N RF 71' AS BUILT MEASUREMENTS NOT TO SCALE LEGEND PROPERTY LINE 10'-0" PROPERTY LINE SETBACKS UNDERGROUND ELECTRIC SERVICE SANITARY SEWER WATER SERVICE EDGE OF PAVEMENT A4 R00K 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 i ClEO Ej i JAN 2 0 2023 TOWN OF QUEENSBURY BUILDING & CODES AS BUILT THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS Aw 7-04� J, 4 AS BUILT 20 JM 2023 3 1' V: 3' H SLOPE 2 SEPT 2022 2 10% DRIVEWAY 1 SEPT 2022 1 PROPOSED GRADING 29 AUG 2022 0 1 ADDED GRADING 115 AUG 2022 No.1 DESCRIPTION I DATE REVISIONS o @ a 3 D N } w I — wV Z ~ Q U �0� w ItQ oW WV� _ = z20 aJN NU 0Ll3 Q 0 zja� _J o J E �, o� � oa U O a0<t LE Owl �00 — 04 N N p 00 >, O M 1= _ J O O z } VJ L y Z I\ O z U +j > N O 00 00 c Q a Z U X Ln Ln N - U Ld F-QQ �� o _ - 0 �c uxo XW -0 >L°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. C) 06 � v o CA Cd O E . r...� Q � Cd Z O :3 � � a Cd U 0 � �-d 11.0 4) U oPP CAD FILE NAME ACAD\MATTTISON\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE OVERALL PROPOSED SI TE PLAN DRAWING No. C— 2 Y:\Mattison (Jeffl- Corinth road Septic\C-1.10 Mattison.dwg, 1/20/2023 10:41:40 AM, KIP 7170K I C rn/nr ^r ~%C21AI'rU On A M • IRF SIGHT SURVEY LOCATION AS SEEN ON MOST RECENT SURVEY ATTACHED RESIDENCE TO BE CONNECTED TO MUNICIPAL WATER LINE —ADJOINING PROPERTIES ALSO ON WATER LINE —VERIFY THAT NO OTHER WELLS IN 200' OF PROPOSED FIELD —SEWAGE DISPOSAL COMPONENTS TO BE 10' MIN. TO ANY MUNICIPAL WATER LINE Lands of a to be Rerh From Flood 1 432.7 Sq. F, SEE DETAIL BELOW FOR DRIVEWAY SIDE SLOPE OFF DRIVEWAY TO BE 1' VERT, 3' HORIZ. MAX SLOPE (BOTH SIDES) 1" = Lands of Linda Dudley 00 r� cd nservarcy r#1 n Link Fence NEW BOUNDARY OF FRONT HALF PROPERTY REMOVED rROM FEMA — NOW ZONE C *SEE SURVEY S20 ° 57' 32 "E 549.47' ' AREA ca' i 545 740 sq. ft. o V 1.26 acre t71.42 ' N 0 ° 32 ' 17" e\ � z 375 J —4 1' I 1' VERTICAL: 10' HORIZONTAL SLAB TO DRIVE DRIVEWAY CROSS SECTION 10 MINIMUM SHOWN SCALED FROM DRAWING LIMITS OF WATER RIGHT5 CONVEYED TO THE l r-.F nF GLEN5 FALLS BY WARREN N. 5MITH I G5' EACH 51DE OF BROOK IPF RF 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 UNDERGROUND ELECTRIC SERVICE SANITARY SEWER WATER SERVICE E/P EDGE OF PAVEMENT CLEND ON BR O OC 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 pECE0WE SEP 0 2 2022 10 TOWN OF QUEENSBURY BUILDING & CODES THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS ��; c�aQ4� 3 1' V: 3' H SLOPE 2 SEPT 2022 2 10% DRIVEWAY 1 SEPT 2022 1 PROPOSED GRADING 29 AUG 2022 0 ADDED GRADING 15 AUG 2022 No. DESCRIPTION I DATE REVISIONS W 0 N Q 0 3 N W C~J} Z Zia U=�Z W a wow H a. _ } V O 0 aJ� 1..1.. 0 Q 0 �z0 Q 3 J _Fo E w U F it O C woo_ = V 0 00� L 0 w w N p O o � N N 0 0T Jo b Y V>: ; ; o Z } V/ L L y Z r-r- 5;= Za U +�+ > w 00 00 2 ¢ Z i a p L!7 �n � � V JQ U x L F-Q - c: o � _ � o 0 of � x �� >tiW 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. 0 00 � v o � � c� 4� Q O^ • �--� Q 4� � wJ cd Z O � 4-a � a � �7 o U cd � 4� U CAD FILE NAME ACAD\MATT11SON\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE OVERALL PROPOSED SI TE PLAN DRAWING No. C— 2 Y:\M-a.ttison (Jeff)- Corinth road Septic\C-1.10 Mattison.dwg, 9/2/20221:44:50 PM, KIP 7170K MAP REFERENCE1: MAP OF LANDS OF CORBIN C. LYMAN DATED: SETEMBER 30, 1957 BY: LESLIE W. COULTER IRF Lands of Queensbury Land Conservancy S2005 '7 32'E x� c� o AREA o / \ Proposed 54,740 sq. ft. o O � o House 1.26 acres i iQ Edge of aT—Wm m � �- 1 RF 0 V �1 an Dus en Steves Land Surveyors 169 Haviland Road Queensbury, New York 12804 '516) 792-6474 New York Lic. No. 50135 549.4 7>,-, / / 1 571.42' L nk Fence N20 ° 32 ' 17'1 w Lands of Linda Dudley "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209. SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 5URVCMPS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.' *CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE 1WTH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUITION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING IN5TRUTION.' E C E 9 W E DEC 16 2021 TOWN OF QUEENSBURY BUILDING & CODES IPF alt LIMIT5 OF WATER RIGHTS _ CONVEYED TO THE VILLAGE OF GLENS FALLS I p 0 j 5Y WARREN N. 5MITH 165' EACH SIDE OF BROOK .�,..�•'�� /. 00, =FILEPY Map of a Survey made for Jeffrey Mattison Town of Queensbury, Warren County, New York �RF �T NOTES: 8*00$ 1.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. LEGEND: OIPF = IRON PIPE FOUND OIRS = IRON ROD SET _ = WIRE FENCE = UTILITY POLE = GUARD RAIL = FIRE HYDRANT 2.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. 3.) THIS MAP SHOWS A PROPOSED HOUSE LOCATION ONLY. THE ACTUAL HOUSE MUST BE LOCATED FOR THE FINAL SURVEY. 4.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 5.) THIS MAP IS COPYRIGHT © 2021 VAN DUSEN & STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. 6.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. 7.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEENSBURY AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. ate, MARCH 7, 2005 308.19-1-69 RC-0883-2021 Mattison, 3eff 521 Corinth Rd New Manufactured Home 1280 S•f. 1 101071211 UPDATE & PLOT PLAN NO. I DATE I DESCRIPTION '=50' S-1 SHEET 1 OF 1 Mattison DWG. NO. 04361 CH57 �o3-z�at MAP REFERENCE: MAP OF LANDS OF CORBIN C. LYMAN DATED: SETEMBER 30, 1957 BY: LESLIE W. COULTER Lands of Queensbury Land Conservancy 0 1 11 / IRE O 194.30' 4 � I Area Removed 0 0 _ _From Flood �3.0- I9432. 55a. Feet N O FT=:3112] E 0.4 Acres 1 One 5tory W / j� O / Roof k=389.24' H°usc °" C°�{ Peak=388.94' 0 wrtH 12 EngiO OPemngs (1 21 O\� +Elea— Meter loo NGII4A � a Du s eh Steves Lan Surveyors 169 Haviland Roa Queensbury, New York 12804 15181 792-8474 New York Lie. No. 50135 S20 57 32 E IPF 3 549.47' AREA UMIT5 OF WATER RIGHT5 _ / � / ` � 54, 740 sq. ft. CONVEYED TO THE o O 1.26 acres �"sa:oF G�5 FALLS I N r �4m / BY WARREN N. 5MITH­- - I G5' EACH 51DE OF BROOK N20 ° 32 ' 17" j Qa° �c� Lands of Linda DudleyQ�` , 000P A 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209. SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.' 'ONLY COME5 FROM THE ORIGINAL OF TH15 SURVEY MARKED WITH AN ORIGINAL OF THE LAND 5URVEYOK5 SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES.' •CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUITION LISTED HEREON, AND TO THE A551GNEE5 OF THE LENDING IN9TITUlK>N.' Glendon Brook EC- APt� P z 1 2023 TOWN OF ni tF!:m 3URY .'Id` .OPMENT COMMUNI Map of a Survey made for Jeffrey Mattison Town of Queensbury, Warren County, New York 5 02124123 4 07/20/223 02108122 2 01126122 1 1%7/21 NO. DATE 308.19-1-69 OIPF = IRON PIPE FOUND OIRS = IRON ROD SET X = WIRE FENCE = UTILITY POLE GUARD RAIL = FIRE HYDRANT ��are'._.•3 -O . 2sF 5o1s5 J��`` . LAND 5 NOTES: I •) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. 2.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. 3.) THIS MAP SHOWS A PROPOSED HOUSE LOCATION ONLY. THE ACTUAL HOUSE MUST BE LOCATED FOR THE FINAL SURVEY. 4.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 5.) THI5 MAP IS COPYRIGHT © 2022 VAN DU5EN * 5TEVE5 LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. G.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. 7.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEENSBURY AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. Datel MARCH 7, 2005 Scale 1'=50' FINAL SIGHT DISTANCES S — 1 FEMA FLOOD LINE TOPOGRAPHY SHEET 1 OF 1 UPDATE & PLOT PLAN Mattl5on DESCRIPTION DWG. NO.043G I CM7 O c� I I 00 O n