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RC-0268-2021 Office Use Only .f, !,, paw'` : MANUFACTURED HOME c7,, -- bZlo$�, ''.,; Permit#: 1�-� � . =.' ':- PERMIT APPLICATION Town ofCZcc burp Permit Fee: $ Z1�0 '' 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Rec Fee:$ l'41 �� ) 5-I # Invoice#:• p/no J,III eL f Flood Zone? Y C Reviewed By(Project Loation: ,{ �,�.c .. Tax Map ID #: ,_ j064 15- 68 Name of Park (if applicable): T PROJECT INFORMATION:�.N k-e.tkom.e Pa...\-\,4, ` + T,:, -�`� �i 1. Proposed Date of Placement: 9 / Isla!' i-t‘ ------1 2. 3 �- OC I Li I API?, 6 2r,r„! 1 2. Approximate Value of Home: $ � 0 ��.,•� 3. Is the home NEW /or a REPLACEMENT ? T( !�4it-�j ;tr :F:11I _ E3UILI'iiNC, rr+,,- 4. Single-wide or Double-wide ; Size: 1_ ft.X 411- ft. _ �(' total square feet 5. Foundation support(choose one): Size Depth. +f t! P c� Piers: "7 LIB • _Slab: 6. Is the home being placed on a private lot? No / Yes** (**if yes, you must provide stamped engineered drawings of the permanent foundation plan) 7. Total#of rooms (exclude bathrooms): ; #of bedrooms: ; #of bathrooms: / Lil 8. Additional heat source? No / Yes Choose one, if yes: gas fp_ woodstove wood fp 9. Are there any other/existing buildings on the property? No 7 Yes ; Explain: 10. What is the water source? PUBLIC / 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 MANUFACTURED HOME INFORMATION: (INFORMATION FOUND ON THE PLATE OR STICKER LOCATED IN THE HOME): Insignia serial #: Af/// JAYYlJ �1,.�,� i,, n/, � katTName of Manufacturer: j' Place approval#: Model or component designation (New Home Only): a I 9,01 ?V/ Date of manufacture: ,1// t �;,, PL-Gy, m'C ;- Q - ,' '1� v L\-� Manufactured Home Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): (�./Y Mailing Address, C/S/Z: 3(Q .EnLr RA, C IA.ot,l ui )-11:15 IL) / 1 fps© Cell Phone: ( 1�, ) _, (6(_ fA c, 3 j Land Line: ( f> Email: \>J1ir\--eketio • Primary Owner(s): Name(s): S zynp Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( Email: heck if all work will be performed bythe property owner only p p Y • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( Email: **Workers' Comp documentation must be submitted with this application** Contact Person for Compliance in regards to this project: ori1 vm Cell Phone: (.5 l ) a Lo t Land Line: ( Email: Al%\- -�u? ����1�y g7Gl0 L1a�e.)6.. COON Manufactured Home Application Revised January 2021 REQUIREMENTS FOR SUBMITTAL: l. Completed Manufactured Home permit application THREE (3) COPIES OF THE FOLLOWING: 2. Structural drawings, which include: a. Floor plan b. Foundation plan (see 2015 IRC Appendix E Section AE502:foundation systems) c. If the home is being placed on a private parcel (not in a manufactured home park or designated zone), you MUST provide stamped engineered drawings of the permanent foundation plan. 3. Plot plan, using a survey map if possible, which includes: a. Drawn to scale (i.e. 1 inch = 30 feet) b. Indicate proposed location, with setbacks c. Include all structures on the property d. Include location of water supply (well or water lines) e. Include location & configuration of septic system or sewer line ADDITIONAL SUBMITTAL INFORMATION: 1. Installer Warranty seal must be provided prior to issuing Certificate of Occupancy. 2. Any changes to the approved plans prior to or during construction will require the submittal of amended plans, additional reviews and re-approval. 3. If, for any reason, the building permit application is withdrawn, 30% of the fee is retained by the Town of Queensbury. After 1 year from the initial application date, 100% of the fee is retained. 4. Workers' Comp insurance information for all contractors involved— REQUIRED, EVEN FOR SOLE PROPRIETORS DECLARATION: I swear that,to the best of my knowledge and belief, the statements contained in this application,together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises; and,that all provisions of the NYS Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or not, and that such work is authorized by the owner. I have read and agree to the above: PRINT NAME: pl, SIGNATURE: U DATE: l d-a-t O Manufactured Home Application Revised January 2021 • SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: Q,C"02-Vb• 2-021 limn ofC2yc.ncbun Permit Fee: Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 wwnv.queensburv.net Septic Variance? Y N Flood Zone? Y N Wetlands? Y N Reviewed By: Project Location:,�fty-In( /.ALI,C31 Tax Map #: 3i 1t - I- 5 RESIDENCE INFORMATION: Year Built Gallons # of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ V 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 Installed? (choose one) ❑ Y/ PARCEL INFORMATION: Topography Fciiat Rolling ❑ Steep Slope % Slope Soil Nature w1''Snd n Loam ❑ Clay Other, explain: Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply FvrNl unicipal I Well Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) .11,5Aml ti �.c-�L `"'n�'� • PROPOSED SYSTEM INFORMATION: Tank size boc) 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 I5O ft.; Each Trench U ft. Seepage Pit w/#3 stone , How many: ; Size: Alternative System ` Bed or other type: Holding Tank System Total required capacity? ; tank size # of tanks Septic Application Revised April 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): • Mailing Address, C/S/Z: ,;/,, .?,'(-;c\,,-,\to r niocy Cell Phone: S7 P)-g(o I - Land Line: Email: (IAA t1t �o 9`7c) @ ,..c0 . • • Primary Owner{s): Name(s): T) o wIvA Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ('Check if all work will be performed by property owner only • Contractor: Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): RK .E� �ne-es i ►\ Mailing Address, C/S/Z:r ;-R1ni Vo< Z , crc oco.c.S p•ri 4y3, NY I 66 Cell Phone: 519,- P, _c oq 9 Land Line: Email: r�10.hripzr-grk42-..tn2j`,1,Qe.vitn .�%`� Contact Person for Compliance in regards to this project: T.), V\ L �L Cell Phone: .<) , �,�j�l--c`).,G) -) Land Line: Email: NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. 4. If, for any reason, the building permit application is withdrawn, 30% of the fee is retained by the Town of Queensbury. After 1 year from the initial application date, 100% of the fee is retained. 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: C* +vn, -7 t) V\A— SIGNATURE: _ DATE: 4.1_6 )) Septic Application Revised April 2021 if-1WEWYORK Department STATE OF OPPORTUNITY. of Health ANDREW M. CUOMO HOWARD A. Z1JCKER, M.D.,J,D. LISA.J. PINO,M.A.,J.D. Governor Commissioner Executive Deputy Commissioner June 4,2021 Ryan K. Riper,P.E. RK Engineering,PLLC 225 Ruggles.Road Saratoga Springs,NY 12866 Re: Grooms Trailer Court Facility ID#56-6861 Lots#2&4 and 1,3,&5 Onsite Wastewater Treatment Systems Queensbury(T),Warren County Dear Mr. Riper, We have this day,approved the plans and specifications for the above referenced project. Application for this project was duly made by you on plans titled, "Grooms Trailer Court Lots#2&#4,#1,#3 &#5," and were most recently dated May 2021. This project includes installation of Onsite Wastewater Treatment Systems to serve Lots#1 -#5. Each system consists of a single 1,000-gallon septic tank and 104-feet of absorption trench,to serve a 2-bedroom home. Approval of these plans is conditioned on the following: 1. That the proposed works be constructed in complete conformity with the approved plans or amendments thereto; 2. That all components of the proposed works be installed, operated,and maintained as per the manufacturer's specifications; 3. That approval be granted by other agencies or municipalities having jurisdiction; 4. That the design professional provides inspects the construction and provides certification to this office that construction was completed in accordance with the approved plans. Certification shall also be provided to the Town Office Building and Code Enforcement. The responsibility for the design of the sanitary system lies solely with the design professional and the proper operation of the sanitary system lies solely with the owner. The purpose of the Department of Health review is for compliance with the New York State Sanitary Code and in no way guarantees proper operation. A set of the approved plans is being retained in our files. Sincerely, Kevin J.Ken Professional ngineer I Glens Falls District Office Empire State Plaza,corning Tower,Albany,NY I2237(health.n}.gov • • • Cc: Dan Hunt,Owner Dave Hatin,Town of Queensbury John Schroeder,Glens Falls District Office • Maria O'Connell, Glens Falls District Office • Rebecca Bussert,Glens Falls District Office • • • • • • • • R-c. - a-2 h - 20 2) . ADDENDUM TO HUD INSTALLATION MANUAL (ALT. TYPICAL SLAB-ON-GROUND REQUIREMENTS USING INSULATED SKIRTING OPTION) � The MATING LINE CCr^ Commodore UNIT-A UNIT-B Corporation / ` MIN,R-5INSULATED SKIRTING Orig.2r7/17 j W./SELF EATH CLOSING VENTS IN COLS WEATHER IS REQUIRE)UNLESS TIEDOWN SPACING AND NON-FROST SUSCEPTIBLE INSTALLATION PER FRAMESOIUFILL MATERIAL IS PRESENT TIE DOWN SECTION �\ UNDER SLAB(SEE NOTE 3) „IEOOWN INTO SLAB II FRAME T �rTYPICAL MATE LINE fillip ' ANCHORS EMBEDDED !BEAM -i_ __,L AND MAIN RAIL.PIER INTO SLAB PER ANCHOR �� SUPPORTS ARE PER -CONCRETE SLAB • MANUFACTURER INSTRUCTIONS . SETUP MANUAL (SEE NOTE 1) E g t �• ll GRAVEL a op • =. :i• .'r:^;,i-�;r':}. ii�. •.:�•...•:'^. •f.;�: f ..,•+'•.;r•. :�`.;ti;,t' ''''�-- 8'MINIMUM DEFT LE tr"� i _______- _______ -_--___ -_ ___--- _ _ _=s_--- = ANYtP0114TTH BAIL _.. �- _ .. ,.... ` .. ...._.. '_ •_- _�.:. -� ANY PO1N7 �ppw -_--_•• ,„=it=11-11.=IiiLii- it 11.=r,ll.=;llf=l r IIr:U=iir=::11., 11.11=:1111:11:1oliigill'=-�Jai _ _ — " _`- '�'h I II11#111~.il`ir Aii-7 r 11=IL-11:=tt=11=11?=.11=-1�=:II=11^II=II=1-0=1-11.-11=11r=11- Ilnll-11-11.-11=1=11=11.=11-11=11=;11=11=1;=11=1�;-11:=t1;=-li=;i-,� IIMO SLOPE GROUND AWAY FROM 12'min.@ 1000 or loss AFI* CENTER OF HOME 14•Min.@ 2000AF1*• 12•Min. MIN.6mm POLY VAPOR (2)14 REBAR CONTINUOUS W 16'Mtn@ 2500 or greater AH* Nam.FooUna BARRIER BENEATH CONC.SLAB AROUND THE PERIMETER Q tett *AFla Local air!roaring Wax SINGLE WIDE HOME 6,kdol 44 Sae pogo A-19.0 Typ.insulation(Rotor to doled balaw and Nola M II!I LATEDSKIRTING p ING VENTS W COLD REQUIRED UNLESSSUSCEPTIBLE rq ./ TERIAL IS PRESENT LAB(SEE NOTE 3)1 ANCHORS EMBEDDED I IINTO SLAB PER ANCHOR TYPICAL MAIN RAIL PIER tKFACTURER INSTRUCTIONSSUPPORTS ARE PER CONCRETE SLAB ' .- s11/'"I '�. .. SETUP MANUAL '■ (SEE NOTE I) /'.�';j 6'y ' GRAVEL ,0.4...1.. ,�f llti�llj1 �j. � o _ �'.2••••,: . , •.�•• > . i.' .. ...4.:. • - 6"MINIMUM DEPTH Gmi !7 ,dO C h 0 a =_E  �—___-----`,-------_- _-_--` _`1 BENEATH SLAB AT 119 P _ _ =1 .^ ANY POINT if J L� v .(A cC,.:7z 47> 1� .. L LRU-1— e-•Ir I—.r'i L - �t'%' 'Frr'r�' = r`.r. .— _ ._ )_-1r,=1r-u�u=1t ii=n=ii=ii=il.—a=iru-li=l irr i= ` _ ,_ __ 1"41164411141141\-' . r; Peril fr.i< �ry SLOPE GROUND AWAY FROM .i 1 -. OF fA qv/ CF-NTER OF HOME MIN.Bmm POLY VAPOR MOTHY A ,. f' 12'Min. BARRIER BENEATH CONC.SLAB T 1 074ts4h,,,�.Z$. �� Perim.PooBngq•relN. A0 ItX)Er /t ������.5 4fA�,✓�,p� BASHING AS REQUIRED BY LOCAL GODES �� _`rl� >� sf' r'Etio •CTION OF INSULATION PER LOCAL REQUIREMENTS SEE NOTE I �,�L�/�. rye .4-'''- i /J AND I SULATION MANUFACTURER INSTRUCTIONS. - '-4- CASTER � '_ le r (2)p4 REBAR CONTINUO}i` ,• �� AROUND THEPERIMETE` z't SS/Ot1At, y ma's•. SLOPE AND FINAL GRADE ACCORDING TO LOCAL CODE pp i- '":`' REQUIREMENTS PERSTTECONDmONS, 1*:�- •- s •}+a:1,F `I 0"to 12" .. - • • ;' OCT 0 3 2018 NOM.4'SCREENED AND WASHED GRAVEL OR CRUSIIED 12"min. Iq I I -I _-' --- --STONE.DRAINED IN ACCORDANCE WITH REQUIREMENTS I OF LOCAL CODES BASED UPON SITE CONDITIONS. + r71f,k ur la I I—III—I I MIN.fimm POLY VAPOR III—I I —III-1 1 I-1 __ • BARRIER BENEATH CONC.SLAB HORIZONTAL INSULATION IS REQUIRED ONLY W III—III— I I--III—III-- ^ _ REGIONS WHERE LOCAL AIR FREEZING INDEX EXCEEDS 2,000.REFER TO PAGE A-1B.8 FOR MORE INFORMATION. FOR VERTICAL INSULATION fl-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 8'THICK CONCRETE SLAB.CONCRETE COMPRESSIVE STRENGTH:3500 PSI MIN. 2.Al I.INSULATION SHAI I BF EXTRUDED POI.YSTYRFNE TYPE.V,VI,OR VII PER ASTM CS70. : 'SLAAFNSULATION;IS NOT REQUIRED,All ,SKIRTING.IS NOT NEEDED IFSLAB IS'I'(ACED•ON.A LAYER OP,WECLOFIAINED,UNDISTUFIBED.GROUND W::OR FILL THAT IS N .:'_`.......%Y ''SU 'C SCEpT10LCTOFROST, IASSIFICATION�OFFROSTSUSCEf'TIIIUTYOFSbILSHALL'•DEDETERMINEDBYASOILSd LI:H HiGEOLOGICA INEER UNLESS OTHERWISE-- i APPROVED.SIrT ONLY•ON WELL DRAIED SOIL WITH'AVERAGE MOISTURE CONTENT LESS THAN 251 TO FROST;DEPTH:SOIL CONOrOUS AS'INDICATED ARE ADEQUATE-FOR,-.a A M NIMUTA L1 ETN B 1AT FROSTLINENG HE DE ERMINATIONRO PROVIDED,TO THE,LAHJY Til BE SOILS ENGINEER,SH'LL'INCLUDE DATA T}U�T;DESCRIBE-S-THE SOILCONDITIOYS TO'„, 4. REFER TO PAGE A-19.8 OF THIS SET FOR REQUIRED SLAB INSULATION LENGTH AND R•VALUES PER GEOGRAPHIC LOCATION BY STATE AND COUNTY. S.REFER TO INSTALLATION INSTRUCTIONS FOR ANCHOR TIE DOWN REQUIREMENTS AND SPACING.REFER TO ANCHOR MANUFACTURER INSTALLATION INSTRUCTIONS FOR ALL OTHER REQUIREMENTS. ()FEDERAL MANUF1 C TUNED a o DOUSING CONSTRUCTION,p &SAFETY STANDARDS A-19.4 10 Rev. 10/03/18 d < ALT.TYP.SLAB ON GROUND DESIGN- INSULATED SKIRTING , 0 Commodore Homes-119 .J1 52019 ADDENDUM TO HUD INSTALLATION MANUAL (ALT.TYPICAL SLAB-ON-GROUND REQUIREMENTS USING INSULATED SLAB OPTION) C The MATING LINE 4' ICI r r\ Coxri11}adore Corporation UNIf•A uvma ' Orig.2/7/17 Z REINFORCED j CONCRETE SLAB TIEDOWN SPACING AND INSTALLATION PER FRAME (SEE NOTE 2) � �V' TIED0IYN SECTION j\ tO Z' TIEDOY/N INTO SLAB II .\\\. SKIRTING AS NEEDED wi w TYPICAL MATE LINE I I (OPTIONAL)ANCHORS EMBEDDED AND MAIN RAIL PIERi: 'f� INTO SLAB PER ANCHORIIIIIISUPPORT,S ARE PER .1.� ►n MANUFACTURER INSTRUCTIONS121116111Elpi ■N .n ,SETUP MANUAL r,d..E&-, I IN .GRAVEL ' .WV) __ 6',MINIMUM DEPTH ii �y p% a 8O r1• :.,= _L:•.-c - - AT( -:4- "t ___ ='__-—_7.-=-__ _=-_-___--_-{7_-7 1-I�-=- ANY POINT -____ i _ __ ` . .0 .,s___ __ emu == - =--- r�.-u=, 11=il('"IP`'71SSOli ="Ih'`t=1T4•1, 11-lhlll- I IBII.'11 101 '.II' 11=11-tiii=11 a m=r-- - ?IT=11:'11=11=•,111.--111=,1141E I illk�ll'?IL*'llnll ir=ol'`1.IIF+11w Ii n 14=.11#11^:IIr=,11.-`�Ilr: 11*II 11.^;IL :1;211-1I''.. 1Pi1IL=7 (., — SLOPE C,AOIIND AWAY mom CENTER OF HOME (2)114 REBAR CONTINUOUS12"MAR. AROUND THE PERIMETER OR AS I2'min.0i500or loss AFI Perim.Footing Typ.Insulation under slab us REQUIRED BY ANCHOR MFGR. a 14'Mn.@ 2000AFI specified per labia below. 16'Min @2500or prosier AFl SINGLE•WIDE HOME --�.���'.` 't--, * AEI.Local air troezlrtg Wax y y r Sea page A-19.6 CONCRETE SLAB, JJ F Al j (SEE NOTE s (a�` 'PSs'7 TIEDOWN SPACING AND a o•TinaoTHY•A. 4C ',i INSTALLATION PER FRAME SINGLE.,WIOF.HOME ''' ..1: BALDRIOGE rn TIEDOWN SECTION ��/// SKIRTING AS NEED "L" o MECHANICAL =`i .a�•A TIEDOWN INTOSLAp (OPTIorvAL) ;. 4,e 0;e 0 IIHOR iii. II I ,4 rya-� INTO SLAB ANCHORS EMBEDDED ANC TYPICAL MAIN RAIL PIER J ! E MANUFACTURER INSTRUCTIONS SUPPORTS AHEPER' ••,r' rtA►`► i 11110--\ ME SETUP MANUAL '■ GRAVEL C 1 SAMEAS" rI 5'MINIMl1h1DEPTH ' `"ry'� dPECIFIED.--1 g _- 1 .%�.,.34•+., .•,,3,-%,..i�! ,43....;'; sr^...• .. BENEATFiSLABAT ` a$ -- 4,1,----1.,''i'5,;• i.. s-'. ..1, _ ANY POINT- _ ABOVE u-o _-_ «,�.: :,_.._ -i• �.,. _ I. __--.r--d_. 1 11 = f I— _.� —_— -___ _ - _=L..-Ld.u�..: ---1-,-. :�I IH!L-'1.1-6-1ll-li•-1.=-6-;d-L,,--,`-r r-,= "\,• FBISNii' • p, •SLOPE GROUND AWAY FROM (� TYP.INSULATION CENTEA'OFHOME C . .r: . 15,,.• UNDER SLAB AS 12'Mn. b' ` 'sl�ry f �N SPECIFIED PER Perim.Footing . , +Tr } TABLE BELOW. .,:f,0.111.0""' 1� SLOPE AND FINAL GRADE 4•MIN. 10� 1 ACCORDING TO LOCAL CODE :' ,f i4-� j•:-4 REQUIREMENTS PER SITE NOTE2 ,,`[SEE1 Jl 0744211. 'D d ROUND THE PERIMETER OR AS ` 0"IO12" • , • d• .f_.._- REQUIRED BY ANCHOR MFGR. CONTINUOUS SLAB INSULATION REQUIREM 3 - _—_ . .. IMx.; PPER TABLE D OF SEUASCE 32-01) _ 's`aS • :_:x �- — - AIR FREEZING REQUIRED R-VALUE 12"min. - -- - ' - - - -c r Ei - - INDEX DIJ Assumes Moan Annual Temp. • — — — - — — — —e (Sao Page 19.6) Z 41°F I'= bs, ,s;•�i'� €177.-:RI.I;'I ss� oi.f E_— RLESS 30° 5.5 1 'I P�-_ -�1it=Pfi�1�1 1—I�"I{• 1- - - TYP.INSULATION 15D0 49' 6S I I 1-1 11=111—III-111-- - - - . UNDER SLAB 3000_ •79' 9.9 22 �NOM.4'SCREENED AND WASHED.GRAVELOR' 3000 79' 13.9 �8 CRUSHED STONE.DRAINED IN ACCORDANCE SEE CHART WITH REQUIREMENTS OF LOCAL CODES * INSULATION IS:REDUCED DY 0.3 FOR R-VALUEOF6' NOTES BASED UPON SITE CONDITIONS. MINIMUM CONCRETE SEAR. • I. 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'Fon AN ASSUMED 2000 PSF SOIL BEARING CAPACITY.FOR'1000 PEP MIN,SOIL BEARING CAPACITY,USE 0'THICK CONCRETE SLAB.CONCRETE COMPRESSIVE STRENGTH:3500 PSI MIN. 3.AU-INSULATION SHALL DE EXTRUDED POLYSTYnENE.TYPEY,VI,on VII PER AVM 0S70. A. SLAB INSULATION IS'NOT REQUIRED AND SKIRTING IS NOT NEEDED IF SLAB ISPLACED ON A,LAYER OF WELL DRAINED,UNDISTURBED GROUND OR FILLTHAT•IS NOT SI IRCFPTIRI F.TO FROST.CI A.SSIFICATION OF FROST SUSCEPTIBILITY OF SOIL SHALL BE DETERMINED BY ASOILS OR"GEOLOGICAL ENGINEER UNLESS,OTHERWISE APPROVED.THE DETERMINATION PROVIDED TO THE LAHJ BY THE SOILS ENGINEER SHALT.INCLUDE DATA THAT DESCRIBES THE SOIL CONDITIONS TO A MINIMUM DEPTH THAT' INCLUDES THE FROST DEPTH. 5.REFER TO INSTALLATION INSTRUCTIONS FOR ANCHOR 71E DOWN REQUIREMENTS AND SPACING.REFER TO ANCHOR MANUFACTURER INSTALLATION INSTRUCTIONS FOR ALL OTHER REQUIREMENTS, ) 6. REFER TO PAGE A-19.6 OF THIS SET FOR REQUIRED SLAB INSULATION LENGTHANU R-VALUES PER GEOGRAPHIC LOCATION BY STATE AND COUNTY. ,0FEDERALrd)AHUFACTUTEEO.�% i �,IIDUSUIGiCO)ISTRUCTIOtl,BOO A-1 9.5 &SAITTY.STAHDAROS a ALT.TYP.SLAB ON GROUND DESIGN-INSULATED-SLAB OPTION -Commodore Homes-120 . i. r The ,I( ,r, Commodore Orig.2/7/17 orporatton 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 (NOTE 1) DEPTH INSULATION MSEE DETAIL•ABELOW) ('F days) (Inches) R VALUE ALONG WALLS AT CORNERS A B C. 1,600 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 NOTREQUIRED NOT REQUIRED 2,600 16 6.7 1.7 4.9 12 24 40 3,000 10 7.8 0.5 8.6. 12 24 40 3,500 16 0.0 6.0 11.2 24 30 60 • 4,000 16 10.1 10.5 13.1 24 36 • 60 NOTES: f:g......................... ....:•:.:.. . ..... :ik ::::::- 1. REFER TO LOCATION CHART BELOW LISTED BY STATE AND COUNTY TO DETERMINE PROPER AIR FREEZING INDEX PER LOCALITY. FOR STATES FOUNDATION PERIMETER NOT LISTED ON CHART BELOW,REFER TO 2015 IRC-TABLE 403.3(2), 2. INFORMATION SHOWN ON THIS PAGE IS PER SECTION R403.3 OF THE DETAIL -A 2015 INTERNATIONAL RESIDENTIAL CODE (HORIZONTAL INSULATION PLAN) ..... I::::............ . :•:-:....-.............. IC :;.: :I :; I::, AIR:FREEZING INDEX FOR STATES BY COUNTY • AIR FREEZING INDEX STATE 1,500 OR LESS 2,000 2,600 3;000 3,500 4,000 CT All counties Hartford,Litchfield nutllsted— — — — — DE At counties — MA All counties Berkshire,Franklin, not listed Hampden„Worcester — — — — MD All counties — — — Knox,Lincoln, Androscoggln,Cumberland, Aroostook,Franklin, ME York Sagadahoc Hancock,.Kennobee, Oxford,Penobscot, — — Waldo,Washington Plecotaquula,Somerset NH — All counties Carroll,Coos, nor listed — — — Grafton NJ All counties • — — 74-r NEW Albany,Bronx,Cayuga, -���! n I C'li� • — _ :t. :,.,4. Columbia,CoNand,Dutchess, , f` Q 4 Y AldlC(40 �,p "st. 0� F!rigs 4, ." Gonoesoo,Icings,Llvingsion, Clinton,Essex,Franklin, tij 1 \Q•q__,. i,, , `r f C hlonroo,Nassau,NOW York, Hamilton,Herkimer, Jefferson,Lowis,St. i U f,1:-- /'t" — ''r 4 IMIjTHY A. yp �• NY Niagara,Onondaga,Ontario, All counties K T Craw,Orleans,PuStom, not listed 1� ;o-1;F;" 7 I r of Lawrence Warren . s:.,1,.1 �` �' Quoans Richmond,Rockiend, ' �, r t 1'zs Senora,stdfolk;Wayne, ;d F1,. 7+ ;rrl. —� Weachasler,Yates ,Ca• . - ' �- /C* 4' O Burke,Blair,Bradford,Cambria, c `'� STE ('),.: ;1-1 Cameron,Contra,Clarion, /d't "`— �".�- 'S/ ��,r, Cloadlold,Clinlan,CrovAonl,Elk, 1 Ofk•SS\0. 10 um: t PA All counties +r.... i/_ '.' Forest,Huntingdon,Indiano, — not listed Jefferson,Lackawanna, ' SEP (y �010 Lycoming,McKean,Pike,Polior, [1 O I U Susquehanna,nwem Wyanine o, PROGRESSIVE IrN43INF,i BRING,INC. RI All counties _ _ _ _558640 STATh ROA D 15 VA All counties — — — — Q .1 f1 J18 Addison,Chltlenden Bennington,Grand Isle, Caledonia;Essex, — Rutland,Windham .Fran ln,Orange, Lamollile,Orleans — — Washington,Windsor WV All counties — — — — — OFEDERAL rdA11UFACTUREO k- o HOUSING CCAISTR..AC11011_ElA-+) 9.6 b SAFETY STAHOARDS xi n Q i ` a AIR FREEZING INDEX INFORMATION FOR SLAB INSULATION R-VALUE&DIMENSIONS Rev. 917/18 (Y © -Commodore Homes-121 nf15ii2419 DANIEL G. LOUCKS, P.E. • GEOTECHNICAL ENGINEERING 5 April2023 Dan Hunt 36 Brickoven Road Queensbury,NY 12805 Re: Geotechnical Services for Proposed_Mobile Home Park Pads,3 Pinello Rd Queensbury,New York File No.4155 I.understand that inplace of individual foundations supporting the proposed mobile-home supports that you would like to place a concrete pad under the homes'and use the pad to support the proposed homes. I understand that the pad will be hatmahed at the edges to approximately 12 inches and thinner, between 4 and 6 inches in the center: The design of this slab should be performed by qualified others. The scope of my service is limited to performing hand augered borings at the site to obtain samples of the virgin soils to determine if they are frost heave susceptible soils. All other aspects of the design should be performed by qualified others. Two(2)soil samples were obtained at the site by'rne and two(2)additional sample's were obtained by Construction Technology. Sample 1 was obtained from the virgin soils in the north half Of the site. Soil Sample 2 was obtained on the southwest side'of the site. The samples obtained from Construction Technology were taken from the south east and southwest.pottion of the site. The results of these gradation tests have been included with this letter. Samples 1 and 2 had 1.7 and 3.9 percent passing#200.sieve.respectively.The other two samples show 2.8 and 3:2 percent passing#200 sieve:Current reference guidelines indicate that soils with less than 4 percent passing the # 200 sieve are not typically considered to be frost heave susceptible and,in my opinion,would not have to be removed under the proposed slabs to prevent frost heave movements below the proposed slabs. In my opinion,the virgin soils observed and sam•pled at thie site would not be considered to be frost susceptible and properly,designed foundations/slabs.could be placed directly on these soils without embedding them to a 4 foot depth for frost protection. The opinions contained in this letter are based on the information that was provided up to the date the letter was completed. Any changes in the design of the project or changes to the opinions. provided in this letter should be brought to my attention to determine if there needs to.be,any revision Of the geotechnical opinions. I am not responsible for any changes in the opinions provided.in this letter unless I have provided written approval.of the changes. If you have any questions,please call. 14 AMBER WAY, BALLSTON SPA.NY 12020 ■S18-369-9453 ■ E-MAIL: D,GLGEOENG@GMAILCOM Yours truly, Daniel G.Loucks f, N.Y.P.E. 068i89 Enc: Gradation Results CONSTRUCTION TECHNOLOGY INSPECTION&TESTING.DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New-York 12019 Phone:(518)399-1848 Email:constructiontech@'live.com CLIENT: DANIEL LOUCKS,P.E. REPORT DATE: 07/20/22 POST OFFICE BOX 163 SAMPLE NUMBER: 21972 BALLSTON SPA.NEW YORK 12020 OUR FILE NO: 750.001 A'ITN: MR.DANIEL LOUCKS,P.E. REVIEWED BY: ROBERT BEHAN:NICET PROJECT: MOBILE HOME PARK;QUEENSBURY,NEW YORK ASTM C136/C117/D422: SIZE DISTRIBUTION OF SOIL&AGGREGATES: SIEVE ANALYSIS MATERIAL SOURCE: CLIENT ID:SAMPLE 1 MATERIAL DESCRIPTION: SAND.tine;trace Silt/Clay MATERIAL PROJECT USE: PER CLIENT: EVALUATION SPECIFICATION: PER CLIENT: COARSE SIEVE SERIES:US STANDARD MEDIUM SIEVE SERIES:US STANDARD FINE SIEVE SERIES:US STANDARD' SIEVE PERCENT PERCENT SPECIFICATION SIEVE PERCENT PERCENT SPECIFICATION SIEVE PERCENT PERCENT SPECIFICATION SIZE RETAINED PASSING ALLOWANCE. SIZE RETAINED PASSING ALLOWANCE SIZE RETALNED PASSING ALLOWANCE 4.. 1/4" 450 57.6 42.4 3 #4 460 21/2" I/8" *80 2 #8 '#100 93.7 6:3 1 1/2" #10 4140 1" #16 100.0 #200 98.3. 1.7 3/4' #20 SILT 1/2" #30 2.0 98.0 CLAY 3/8" #40 11.8 88.2 COLLOID 1,00 90 �- —I I III ' - - -I soi1 � . 1 ' � 1 ( -F. 1 . I 1I cry 70Illi I I E_I _ 1_ 1 1 z :: -ffi I_ II II tla 30 _L._._L► il_ki I I20i I ! __ -- �� I i lo I r Ell i i . - . Emu immui_11 0 t~ 0'4 0 4 ti ,Pt $ 44 4' '1?.. 44 ENO *N6 do 49 Oho. ,o ego Noo tiro ti- ft. N SIEVE SI7RS CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Email:constructiontech@live.com CLIENT: DANIEL LOUCKS,P.E. • REPORT DATE: 07/20/22 POST OFFICE BOX 163 SAMPLE NUMBER: 21973 BALLSTON SPA,NEW YORK 12020 OUR FILE NO:. 750.001 ATTN: MR.DANIEL LOUCKS,P.E. REVIEWED BY: ROBERTBEHAN NICET ' 'PROJECT; MOBILE HOME PARK:QUEENSBURY,NEW YORK ASTM C136/C117/D422: SIZE DISTRIBUTION OF SOIL&AGGREGATES: SIEVE ANALYSIS MATERIAL SOURCE: CLIENT Ill:SAMPLE 2 MATERIAL DESCRIPTION: SAND,line/medium;trace Silt/Clay MATERIAL PROJECT USE: PER CLIENT: EVALUATION SPECIFICATION: PER CLIENT: COARSE SIEVESERIES:US STANDARD MEDIUM SIEVE SERIES:VS,STANDARD FINE SIEVE SERIES:US STANDARD SIEVE PERCENT PERCENT SPECIFICATION SIEVE PERCENT PERCENT SPECIFICATION SIEVE PERCENT PERCENT SPECIFICATION SIZE 11EYAINED PASSING AL.OH,ANCE SIZE [(MINED PASSING ALLOWANCE SIZE RETAINED PASSING ALLOWANCE 4" 1/4" •#50 61.9 38.1 . 3" #4 100.0 #60 2 1/2" 1/8" #80 2" #8 0.3 99.7 #100 89.2 '10.8 1 1/2" #10 #140 1" #16 0.6 99.4 #200 •96.1 3.9 3/4" #20 SILT• 1/2" #30 5.1 94.9 • CLAY 3/8" #40 33.5 66.5' COLLOID • • • 100 • I 1 I— I I it • 90 80 I I f � cO 60 I I70 I I a, 50 —�— _ I . AF, , 14 ; U0 40 — 1 I I I 1 mi30 I I ( I 21i � �� I 11. . I I I i _ Io �~ ~ll— � I I __ � _ l 4 I ii o ° b o 0 0 0 0 0 do 0 tx ��(i: tia .,�(y < ..gz .'.$ 44s ,Na ` 1 f �r ~ ,�ti , .- i' ' 4`'. ' �. tioo .4s SIEVE SIZES • CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC., 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Email:constructiontech@live.com c:JENT: DANIEL LOUCKS,P.E. REPORT DATE: 1227/22.2 POST OFFICE BOX 163 SAMPLE NUMBER: 22322 • BALLSTON SPA,NEW YORK 12020 • OUR FILE NO: '750,901 • I�e�ee7f. .�aw AT1 N: MR.DANIEL LOUCKS,P.E. REVIEWED BY: ROBERT BEHAN,NICET PROJECT: MOBILE HOME PARK:QUEENSBURY,NEW YORK ASTM C136/C117/D422; SIZE DISTRIBUTION OF SOIL&AGGREGATES: SIEVE ANALYSIS MATERIAL SOURCE: CLIENT ID:ONSITE MATEWAL:SOUTHEAST CORNER MATERIAL DESCRIPTION: SAND,tinc/medium;bate Silt/Clay MATERIAL PROJECT USE: PER CLIENT: EVALUATION SPECIFICATION: PER CLIENT: COARSE SIEVE SERIFS:US STANDARD MEDIUM SIEVE SERIES:US STANDARD TINE SIEVE SERIES:US STANDARD SIEVE PERCENT PERCENT SPEclnc rlaN SIEVE PERCENT PERCENT SPECIFICATION SIEVE PL]ECENT PFRCEIT SPECIFICATION SIZE. RETAINED PASSING ALLOWANCE SIZE RETAINED PASSING ALLOWANCE SIZE RETAINED PASSING ALLOWANCE 4" 1/4" 100.0 #50 42.5 57.5 3" #4 0.2 99.8 #60 2 1/2" 1/8" #80 2" #8 0.2 99.8 #100 89.9 10.1 1 1/2" #10 #140 1" #16 0.3 99.7 #200 97.2 2.8 3/4" #20 SILT 1/2" #30 3.4 96.6 CLAY 3/8" #40 12.5 87.5 COLLOID • 100 — _ f"1,■11 90 80 __ I J I I 1 , I Ii i I • 1 ■■ ■ iiini I 50 'IIIIIIIIHH I 30 ► _ � I I ICI _ _L I III � 201 liil �I I # HIIJ .... il 10 Il 1 1 111 I I I _ 0 .....■■.�. _ ■■. ■.■■■ t, ^� ry$; ti 1 c; < 4,1` sty %%1 19 , ° . 1° ego moo Epp °o SIEVE SIZES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION.P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 .Phone:(518)399-1848 Email:.constnutiontech@live.com CLIENT: DANIEL LOUCKS,P.E. REPORT DATE: 12/21/22 POST OFFICE BOX 163 • SAMPLE NUMBER: 22323 BALLSTON SPA.NEW YOR1 12020 OUR FILE NO; 750.001 A1TN: MR.DANIEL LOUCKS,P.E. REVIEWED BY: ROBERT BEHAN,NICET PROJECT: MOBILE HOME PARK:QUEENSBURY,NEW YORK . ASTM C136/C117/D422: SIZE DISTRIBUTION OF SOIL&AGGREGATES:.SIEVE ANALYSIS MATERIAL SOURCE: CLIENT ID:ONSITE MATERIAL:SOUTHWEST CORNER MATERIAL DESCRIPTION: SAND,fine/medium;trace Silt/Clay MATERIAL PROJECT USE: PER CLIENT: EVALUATION SPECIFICATION: PER CLIENT: COARSE SIEVE SERIES:US STANDARD MEDIUM SIEVE SERIES:US STANDARD FINE SIEVE SERIES:US STANDARD SIEVE PERCENT PP.IICENT SPECIFICATION SIEVE PERCENT PERCENT SPECIFICATION SIEVE PERCENT PERCENT SPECIFICATION " SIZE RETAINED PASSING ALLOWANCE SIZE RI:TAINEl) PASSING ALLOWANCE SIZE RETAINED PASSING ALLOWANCE 4" 1/4" #50 53.8 •46.2 • 3" #4 #60 2 1/2" 1/8" #80 2" ##8 100.0 #100 90.9 9.1 1 1/2" #10 . #140 1" #16 .O.1 99.9 • #200 96.8 3.2 3/4" #20 SILT 1/2" #30 1.6 98.4 CLAY 3/8" #40 11.5 88.5 COLLOID. • 100 • 90 I_I i I 11 I I HH l • H--1.___.-17- r II I . ._ I ! I I I__-I— -1 -- 1 I I 114-1 . • 80 I I I I (' 1 I II �1 _ 1 I I I ' !-it ! I Iu I I 1 70 i � I I I 1-H71-1- 1 1 I i 60 I I t I I 1 { I ! 1Q I _ 1 (_" 501111 I ( f II N I I f• a° 111111111 I I IM - iI � _i �._H: t I I I i ( I I l . 10 � I # f I I liii I , ° ► f I I .� _,J I f I I —_ _�i I �— SIEVE SIZES . . . 2 1 , . \-_,I A\ . . . . 1 i 1 . --; _-___J-. ---r-- ! il i I 1 t i ; 1 1 ti 1 11 111 t i 1 1 1 I t • ; I , 1 1 1 ; 1 1 , --) ri. A , , 1 I / .,- 1""), A I-)0 - 4--, -I, 1 ,r•t, - ! \ (-- -..-,.(!NI .„.) 1 i ‘, t ( 1 '% '\.) ' -4 1 I . ---\--• t...k L \ i i I 1 1 1 1 dx° I I t t 1 i I . 1 ' t---- 20 ,. ! . i • _ , • 1 , ,, , 1 i ,,) 1 1 , ''' '-------(---1->--"" 1 / II ...,), . 1i ../ -------'1-1L4,-,V.,c..i--7-- • l • t I 1.) , i t . 1 i• , 4 . ' 4 4 , . 1 • / )1 . IVk 1 0rt.: WO i . i , 1 1 ..._ \_, ' C-- "C-- • ----. . „ , . Map References: 1. Hartman Development B.L. & M. Project 1 & Project 2 Dated October 1950 Filed: October 13, 1950 By: J.D. Searles 2. Map of Lands of Raymond W. Butler Dated: October 15, 1985 By: Coulter & McCormack Deed Reference: Robert H. Hafner, Esq., Special Administrator To Daniel Hunt Dated: June 18, 2019 Book:5950 B:74 NOTES: 1.) THI5 MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND 15 THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. 2.) NORTH ORIENTATION 15 PER NEW YORK STATE PLANE EAST ZONE, NORTH AMERICAN DATUM OF 1953 (NAD83). BEARINGS SHOWN ARE REFERENCED TO THIS DATUM AND THEREFORE MAY NOT MATCH RECORDED BEARINGS. 3.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. 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 PROFE5510NAL LAND SURVEYORS. 5.) THIS MAP IS COPYRIGHT © 2023 VAN DU5EN * 5TEVE5 LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. G.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AV IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. .GROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. J JRVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR i') UNQE MAY HAVE TO MAINTAIN PT THE TOWN Off N�HBE ROADS, AND TO WHATEVERURY AND THE PEOPLE RIGHTSRIG TS f THE STATE F NEW 3R INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE �NTER�� Legend: IPF = IRON PIPE FOUND IRF = IRON ROD FOUND CIRF = CAPPED IRON ROD FOUND CIR5 = CAPPED IRON ROD SET MH = MANHOLE = LAMP P05T = UTILITY POLE 4 = 51GN P05T 24 = LOTS MAP REP, I 4 4 MH a Lands of Pamela & Homer Huffer B:1280 P:322 306. 1 5-1-59 Lands of John & Jane Ano B:507 P:404 30(5. 1 5-1 -57 IPF IPP FINAL SURVEY OCT 2 1ZF3 z 0 CL U W 0 L Q 0 ugOO¢�� o� �NooFz�aQ��uo�z� C 9 6.. Jl F O COO C\2 LO C V1 � LO z �1 0 Cr \6I "d `v O p � � coo I N x � Q� O O .i Date: September 18, 2024 Scale 1"=20' S-1 ,;HEET 1 OF 1 HUNT D-3513 DWG. NO 24-199 15-1-58