Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RC-0279-2023
,:;;x Office Use Only ADDITION/ALTERATION PERMIT Permit#: Qr. —02 j' ZOZ3 Town ofQu��„ry APPLICATION cJc� Permit Fee:$ �.5. 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Invoice#: ( t Flood Zone? Y d Reviewed By {11. 4/12 3 Project Location: t £7 c eice, , K G 4/ (R L Tax Map ID#: ?O,! f/ ''�``rJ in —C 1R o Subdivision Name: PROJECT INFORMATION: MAY 2 6 2023 I TOWN OF G!�',.lEe 6'.ISei;;-',` BUILDING& COL)ES TYPE: Residential ❑ Commercial, Proposed Use: El Single-Family ❑ Two-Family El Multi-Family(#of units ) El Townhouse El Business Office ❑ Retail ❑ Industrial/Warehouse El Garage (#of cars ) ❑ Other(describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement (habitable space): Basement(habitable space): Total sq ft: Total sq ft: Scope of work to be done: Tear vWit oPti W a m' (111P--h e'er/i ttit15 , rg& woil/ 041 ro O? G o n S;"tvu G f V S `t`" , 7c/ape-' at SeGOnd oor- avid Jed d Gd via `t-1,Gf feetso rods` Addition/Alteration Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ ;i' 70, Q D 2. Source of Heat(circle one): El Gas V'Oil ❑ Propane ❑ Solar ❑ Other: Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? ❑ YES IY NO Explain: 4. Are there any easements on the property? ❑ YES LIYNO SITE INFORMATION: ) • Is this a corner lot? ❑ YES LIYNO • Will the grade be changed as a result of the cons uction? El YES AZ; O • What is the water source? ❑ PUBLIC 'PRIVATE WELL ���� • What type of wastewater system is on the parcel? ❑ SEWER ['PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval., 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. " 4. I certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. ' 6. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: AU SIGNATURE: DATE: -Oa"'044�e Addition/Alteration Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): X hG(K(L' m & 7 h( Chot cb41i/ ) Mailing Address, C/S/Z: ` <OIe' (acid" eibea.4aafv //14-- G>-- 9C7 fk Cell Phone: ( ,C � ) s56 _4 37 2 Land Line: ( ) r Email: -s4-hWre 3/&. _ c044 • Primary Owner(s): Name(s):. /lr oo frpGL- (w/ ) Mailing Address,C/S/Z: /0Z 5 f-(Ifi oa/d/ 62 pug ens..beds v, /V 1 /2 eVc44 Cell Phone: ( ) Land Line: ( ) Email: licKheck if all work will be performed by property owner only • 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** • Architect(s)/Engineer(s): Business Name: C o b- hi e G®4-e v`f E#1.0 0 G Contact Name(s): pan;9- / C' /c m Mailing Address, C/S/Z: 57/ WO/n 't ®rives , £/i;czrlh ParAi 4/.1- Cell Phone: (5/ 9 ) V-5.6 — / - 02 Land Line: ( ) Email: aG/arc,' 6.1vpu OW f./oo/ - e.cr Contact Person for Compliance in regards to this project: eviir / G /c--2e4.---741,1 r Cell Phone: (5 f 0 ) 9S 6 Land Line: ( ) -Email: ` 0 Gt e tp _ & e ce f/oo 4-c.v I1, Addition/Alteration Application Revised June 2022 SEPTIC DISPOSAL PERMIT Office Use only } APPLICATION Permit#: — D Z • 2b2± Town ot'cLecns6ury Permit Fee: $85— Invoice#: 4)1 51 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Septic Variance? No Flood Zone? No Wetlands? No Reviewed By:61, Project Location: /dZ� ����� /2_®or, IF Tax Map #: 90, l Q17-` 6 -11 MAY 2 6 2023.. RESIDENCE INFORMATION: V$rvr -rob40 6 G TOWN OF OUEENSBIJRY BUILDING St GEODES 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) ❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 LaL /` v / , e Installed? (choose one) , ❑ ©" PARCEL INFORMATION: Topography ' ®'Flat Rolling ❑ Steep Slope % Slope Soil Nature Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 6 a " . Bedrock/Impervious material At what depth? b e44,- P '( Domestic Water Supply ❑ Municipal [Well ❑Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: /, 7/"per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size /r00 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 /Z Oft.; .Each Trench / 5 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 July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): KfWrrO0 Ge ' ' 4/ CO s 19411 C/S/Z: IP Z V' Rid ,� k v a d a� ���' ry' I��' /�9 e�' Mailing Addre s, �� � Cell Phone: 5/V 5gi-- 6 7OLand'Line: Email: • Primary Owner(s): (A/- Name(s): aoi A5 inter (V v re) Mailing Address,C/S/Z: /r7 Z.a d p g ati Qv1�ees1 eee/�A// /0 �O9 Cell Phone: Land Line: Email: J `heck 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): C-019 '/e Gaud i o;�,4 L!9 Mailing Address, C/S/Z: 7/7 W e nitf G//'146i i'97ii r Cell Phone: 5'G�'i 9 o —1 0.2 Land Line: Email: Gua On (17 iv'44 inz ff®t,k - C—c) 1 y Contact Person for Compliance in regards to this project: Cell Phone: Land Line: Email: 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: 44 éófthPM_ SIGNATURE: A ,14L DATE: ,/fir- C- -3 Septic Application Revised July 2022 • " 21°C. ? L"?':- 0#0 TOWN CE QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 - Septic System Checklist ' li Plan to scale • 1-Seceived 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) l)ll wells on property and adjacent properties shown*ci . ater line shown Municipal or ell 'separation to any part of system • 1 etback to property lines show 10'or more for any part of system XSeptic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline • � Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank r�� for 0',Separation required(field verification required) r 'eptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each /i`-(Leech Field 20'from foundation 100'from any well 10'. from water line ' 1 Seepage pit 150'from well 50'from septic tank 8aSeepage Pits 3-times diameter apart 11 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland / istance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George /2 Leech field 100'from watercourse or wetland MAlToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from r Foundation Lp 1)-�Provide Engineer/Architect stamp for bed or design systems /3lkDepartment 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 1 `4'- mom•. ';itrq,. �i• vaod dda/;flfl 1 --2 2 3 • Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) .t•(‘ Two (2)full sets of plans yk, Over 1,500 sq.ft. requires engineering stamp , Design loads on plans: 115 Wind Floor Loads 40 psf (i (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Window schedule with glass size &main doors/Air leakage < .5 cfm for doors,< .3 cfm for l` ] windows/Tempered glass in bathrooms Door schedule/Main entrance 36" door t1� Emergency Escape or Bedrooms& Habitable Space Above-grade: 5.7 sq. ft. Grade: 5.0 sq.ft. 24" (h)x 20" (w) minimum 44" maximum height aIr ve_door e/S Window control dev' es 24" or less 2"d story or 72" above grade // Egress window from ent 5.0 sq.ft. Floor system sizing per table 502.3.1 t-fir; Residential check ERI or Prescriptive method tow_ Driveway length: 300' or more-12' width required/500' or more,turnaround required Foundation drainage on plans, if required AliC 6" drop in 10' exterior grade l�� Framing cross section for each roof line,vertical fire stopping every 10'where required/joist spans pg. 127 7 Ice&snow shield—24"from exterior wall �fC Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width 5'j `WT Stair run and rise Nlr Winder run and rise A)(Gc Spiral stairs meet requirements 3j Smoke detectors-battery backup & proper location, interconnected `-r Bathroom fixtures—proper clearance Hall width-36"width Handrails more than four risers on open sides yl-j Railing&guards>30"/basement stairs included/closed risers more than 4" in height g Safety glazing notes for required areas 4A Garage fire separation:'/2" gable end/5/8" under living space &%" on walls/20 min.door `and,icik Garage floor sloped • 4- Attic access: gasket seal & R-value equal to roof insulation Roof over 30"—22"x 30"/Crawl spaces 18" x 24" access Continued on back-› -� Residential Plan Review Revised October 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) ,1(.z.., Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected. v within 15' of sleeping area 1(0 Soil test results, if required /E Septic to well or water line separation ,ii6 All paperwork signed Note on plans energy saving light bulbs 90% Pik Blower door test agency paperwork ILU Floodplain Permit required—check map: 2 feet above flood elevation ITV L Hurricane clips required A Floors less than 2 x 10 covered by%" gypsum or 5/8"wood panel A Manuals S &J required for heating system. Cold air return hard piped Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations 1 Baffles at eaves for insulations and knee walls / r Makeup air for range hood >400 cfm pjiA Continuous header for garage doors to end wall A Chimney rain cap shown for fireplaces f�g Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised October 2021 h t c) I—` aN aocn ‘o Generated by REScheck-Web Software I cu W 3 0 LO 01i.r Compliance Certificate cp o 93 `2al" ~~i±.JLY • g. D 2r- ,-..."._., _:r_-.--_-, r CD Project Addition to 1023 Ridge Road Ea C Energy Code: 2020 NYStretch - 2018 IECC � f �?; A Location: Warren County, New York J p i Construction Type: Single-family t `�t�l�r �i- i ice;. n N :.,�,>� Project Type: Addition _._ E31J{�.%�Psyg+�'.a, ;�.`,f�y�°�f 0) Climate Zone: 6 (8499 HDD) ---------__1 a 1 Permit Date: N a N Fr:. Permit Number: FILE COPY 0 N W Construction Site: Owner/Agpot �. --- Designer/Contractor: 1023 Ridge Road Kurrem Gonda! Daniel Kaufman Queensbury, NY 12804 1023 Ridge Road Cobble Court Engineering PLLC Queensbury,NY 12804 511 Walnut Drive 5185866370 Clifton Park, NY 12065 skhurram31@yahoo.com 5189561282 dckengnypa@outlook.com Compliance Passes using UA trade off 4. . , '.-�.,•,r... . � µ �>f .# Compliance: 28.6%Better Than Code Maximum UA: 28 Your UA: 20 Maximum SHGC: 0.00 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies , x Assembly , :t# _ Gross Area Cavity ;Cont Prop{ Req Prop: . 'Req ` r `` F Perimeter R•i/alue tR-Value U Factor U.Factor UA UA Ceiling: Flat Ceiling or Scissor Truss 120 49.0 0.0 0.026 0.026 3 3 Wall:Wood Frame, 16"o.c. 120 21.0 0.0 0.057 0.045 2. 2 Door 2:Solid Door(under 50%glazing) 21 0.100 0.270 2 6 Window: Metal Frame 63 0.200 0.270 13 17 SHGC:0.30 Floor:Slab-On-Grade(Unheated).' Insulation depth:4.0' 120 16.0 0.447 0.480 0 0 Insulation position:Vertical Insulation Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version :REScheck-Web and to compl • h the mandatory requirements listed in the RESc eck Ins! ection Ch k)ist. ,aniet G Kow �a� a� c e ,� s' z-6 Z,az .? Name-Title Signature Date Project Notes: 2 car Garage of house to be converted into a 2-story 2-bedroom addition. On the back of the garage a 3-season sunroom will also be added. Additionally, a new leach field system will be installed for the 2 new bedrooms and the existing 2 bedrooms of the house. The garage previously had a bathroom with a washing machine and dryer. The first floor of the 2-story will include a new washer and dryer room and a full-size bathroom with a bathtub. The Project Title:Addition to 1023 Ridge Road Report date: 05/16/23 Data filename: Page 1 of10 V ' second floor will include a full-size bathroom with a shower stall. • Project Title: Addition to 1023 Ridge Road Report date: 05/16/23 Data filename: Page 2 of10 • REScheck Software VersionChecklist: REScheck-Web Energy Code: 2020 NYStretch - 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software .Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. � ,,. .,. . .. . : . t.., . ..-.....,Plans..Verified '°,.,Field:Verified�:: `:.>:::::.•...:.:_::_�: ''<��:',.,#:,:;,:;,..._<.Pre-Ins ection/PIanRev�ew_::: .;...;�:-:'::,•:,�,:. •.-. '.;`,• .-•. ` ° .. , Com"Les.;-s=i'•�";==... t5%Assumjtioris;} ,- ,,.,. - ;;,; - <. �,; Requirement will be met. 103.1, Construction drawingsand ,:�>>=:'-�r::<<-�-.<<�..<=.,:; - ,�..� � - `'t:•�1 �r'�,?_-':�=�,,❑Complies 103.2 documentation demonstrate '" i <-a•,+^ >,,,—;: :% 1LJDo Not 1 ,,,?.:. ,. ;,_,„` AI w: y fAl iu• fit Location onplans/spec: [PRl] energy code compliance for the G ��� �, } �� -��,w�: e�`::.�❑Not Observable building envelope.Thermal t ,,, s i s 5 x 3 l -4 '. Sheets A01 thru A04 • ', '" F;v : ❑Not Applicable envelope represented on -'°';'`ibgi s`' ya r construction documents. ¢�rtr:;��;� �,,. �;• _:- ,,; yr��;;�, 103.1, Construction drawings :-,. ❑Com lies Requirement will be met. 9 �"��:� `x P 4 trr 103.2, documentation demonstrate ihH ❑r °� �„;" ;��;.^ o,;� Does Not 403.7 energy code compliance for �,Y` "`" ,};: ,f,,..•: Location on plans/spec: � ="��>"• • - ,t.: Not Observable [PR3] �lighting and mechanical systems. :���:�•.;;���•;,_� y;;r �,a-.- ,����^4:r���::.ts> ';, A01 thru A04 f. ::«w. ;'t, :,- - i,,❑Not Applicable :Systems servingmultiple PP dwelling units must demonstrate' ' ;'.`�:n.'s • -k ,Q=i:1> '�1 compliance with the IECC �?�.��•.� K,�: •s- '`' Commercial Provisions. 302'A.,; Heating and cooling equipment is Heating: Heating: DComplies Requirement will be met. 403.7 .-= sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2,]?.'.•:ion loads calculated per ACCA Cooling: Cooling: Location on plans/spec: • w i Manual J or other methods ONot Observable G01 and G02 • :,approved by the code official. • Btu/hr Btu/hr ❑Not Applicable • Additional Comments/Assumptions: • • • • • • 1 High Impact(Tier 1) :Z_i Medium Impact(Tier 2) :3 Low Impact(Tier 3) Project Title:Addition to 1023 Ridge Road Report date: 05/16/23 Data filename: Page 3 of10 Section . ... :......... .r ... .., ... ,._ .,. ,P ansVerified'�': -`Field'Ne fed. • ', #,,, ;,,;, ,,,,;,;,,-Foundat�on.•I�s ect�on,...: ,.'..ti ,- :; Complies. -;Commerits Assum' " ; :.>; 402.1.2 ;Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO1]1 0 Unheated ❑ Unheated DDoes Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable • • 402.1.2 . Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not table for values. • DNot Observable • ❑Not Applicable i.i try.:: �CMip'l;ojt yIi -5'1,s,,;; - :T'gg':t:-';'� z;='� �';r., 2.��� �•�• .=x"'`�:� ❑Com lies Requirement will be met. 303 21'`;,A protective covering is installed s,,;-._ ,.;>�:' arc,. �F�;A{ p q F013'is :rtoprotect exposed exterior [':3;,:; N t;:"i,F;M.,;,::r;', ,• €"s.x:';: ❑ [ 1. P mUi 4( ,ti,. Does Not . Gy,;�'. ,<3N=9"a't'<r,C':,"�''•;':l'c' Fsv. - %�:d::;..'rr,:,r,=-jj)) ^11'i�`,` •:it""-roft - .,'r<i:}i:-`11J.'r: +:n::,h,p?;iiti/ insulation and extends a • t s„„° i':, -.;f _ ,•r. ., Location on plans/spec: minimum of 6 in•below grade. ' ;' ' •:'i : z ❑Not Observable A01 r'r F r�, su,, �� -;d,:g., ! ,.#❑Not Applicable 403}9);_?-`;=lSnow-and ice-meltin system L;.��';:,,•���,._;-.�,�;-T:�:=�;�..,,� e„4,�.;�:'�.�r�=;��. ,.k�.;=3i'c.;-_::,❑Com lies Requirement will be met. 9 Y Y , r'� P [F;O12]? .controls installed. 10 , W E r '4 �' ❑Does Not F Location on plans/spec:S` ['Not Observable GO1 and G02 'rYk ,u-.,..,..,., - ,.r,.,. ';> : ;_.:..;" r_, _.;;N❑Not Applicable 'Additional Comments/Assumptions: • • • • • • • • • • • • • • • • • • • 1 High Impact(Tier 1) 2„i Medium Impact.(Tier 2) :=3;Low Impact(Tier 3) Project Title: Addition to 1023 Ridge Road - Report date: 05/16/23 • Data filename: • Page 4 of10 - " ' 402.1.1. 000,U-facto: U- U- []Complies See the Envelope Assemblies 402.3.4 []DoesNct table for values. [FRl]z []motObsemab|e # []NotApp|icable 402.1.1. Glazing U-factor(anea'weighted V- U- []Complies See the Envelope Assemblies 402.3.1' average). []Does mot table for values. 402.3.3, [-]Not Observable 4005 ' � []mnt�pp|ica�|e [F�3] 303.1.3 u-factocsuffenestration products Requirement will bemet. [FR4]1 are determined in accordanceDoes Not with the NFRC test procedure or Location ampUams/spmc: taken from de fault A02thmA04 Not Applicable 4UZ.4.l.l |Airbaoieranddxenna| banier Requirement wiUbemet. [FR23]1 installed per manufacturer's - instructions.An approved ' ved�hind Location wmpUams/spec: pa�ywiUinspect aUcomponents []Nu�Obsemab|e GVZ []Not Applicable and verify compliance.See section details and guidance from Table R402.4.l.l. 402.4.3 Fenestration that is not site built 1�,i-,'�',,`?,-I Complies Requirement will bemet. [FRZO]/ is listed and labeled asmeeting LJDoesNut &� AAMA/NDMA/C5A101/|S2/444O' ' []NotObsemab|e ur has infiltration rates per NFRC - � 4OV that do not exceed code []NotApp|icab|e limits. "';'IC-rated recessed lighting fixtures Requirement will bemet. R,16]2 sealed~^housing/interior finish^^ Does Not ` and labeled to indicate:52.0 cfm E]Not Observable ;eakageat75Pa. 403.3.1 Supply and return ducts in a��s located [FRI2]1 insulated >= R-O where duct is completely inside the >=3 inches in diameter and >= building envelope. `~ �' where <3 inches,Supply and `�~~^~~~^'^~~'^ ' -retumdu�s --r portions of []Not Applicable the building insulated >= R'§for diameter>= 3 inches andR'4.2 hor<3 inches in diameter. 403.3.2 Ducts,air handlers and filter []Complies Requirement will bemet; [FR13]1 boxes are sealed with []Does Not joints/seams compliant with Location on plans/spec:International Mechanical Code nr []Nc tobae»/ab|e GOl and GO2 |nternabona|Residential Code, as []No�App|icab|e applicable. 403.3 Duct system in new buildings and []Complies Requirement will bemet. [F82]1 additions are located ina []ooesNct conditioned space inaccordance Location on pwc: @� with Sections R403.3.7 (1'3). []Nc�Obsemab|e G0l and G02 - []Nctxpp|icab|e 403.3.8 Ducts are sized inaccordance []Complies Requirement will bemet. [F133]1 with ACCA Manual D and sections []Does Not R4O3.7_8. Location on plans/spec: []motObsemab|e GUl and GOZ []NntApp|icab|e Bui|dingcavibesaoenotusedas []Cnmp|ies Requirement wiUhemet. ductsorp|enums. []DoesNoL ' Location ompUan�spec: [_-]Not Observable GOl and GO2 []NctApp|icab|e z High Impact(r�rz) ���Med�mImpact�le,2) �� Lowhnpac (Tier 3) Project Title: Addition tolO23 Ridge Road Report date: 05/16/23 Data filename: Page 5oflO ` ' � ram! lofi omplies Duc�deda�dtobew�hinthe Requirement wiUbemet. [FR2813 conditioneds either I> LJouesNct ` completely ew�hintheconUnuous []Not GU .LmcstoommpUams/spac: a�rbarrierandwi�hin�hebui|ding �] l and GO% thermal envelope,2) buried []NotApp|icab|e � mithin ceiling insulation in accordance with Section � R4O3.3.h and the air handler is ' located completely within theor . continuous air barrier and within ' the building thermal envelope and the duct leakage is<~ 1.5 chn/lOOs arefeetof ' conditioned floor area served by � the duct system,or])the ceiling insu|adonR-va|ueinstalled ` against and above-the insulated duct>=tu the proposed ceiUng . �insulation R-value, less the R' | !va|ueoftheinsu|ationonthe �� | .4 ` *uAc piping conveying fluids n- n- []complies Requirement will bemet. [ above zV5»pur chilled fluids L]ooesNot !below s5»r are insulated to�tn, Location an plans/spec: ` .] �[]w«tObsemab|e sOzandGOz ' []NnLApp|icab|e ' 403.4.I Prntec�onuf�su��ononHVAC LJComF��� Requin�mentmiUbemet ' [pR24]1 piping. []Does Not Location on plans/spec: []NutObsemable GOl and GOZ []NotApp|icab|e Hot water pipes are insulated tn n- e' []Complies Requirement will bemet. ' F111 8 an'a. []ooesmot ' Location ompUans/spec: , | ^ []Not Observable soz and GOo []NntApp|icab|e Energy U meosums n- R- []Complies Requirement will bemet. for Svxn systems mxnw 0ooe,Not guide|inesinsecbonK4O3's'1's' Location ompUam�spec: ' []Not Observable sOz and oOa | []No«App|icab|e Automatic dampers are UCmnplies Requirement will bemet. in�a|�dun all omdonrair []DoesNo« ` andexhau� .s Location --�n�mpV�ms/ c: -.;intakes LJNotObsemab|e Gnl G0� AD��hm—'—' []NntAppUcab|e ' ' Additional Comments/Assumptions: ' ' z High Impact(rierl) Medium Impact(rier2) 3` Low Impact(Tier3) Project Title:Addition tolO33 Ridge Road Report date: 05/16/23 Data filename: Page 6 oflO Section- . .....:.. r ,....-....... _ ..-...t-,_, � ,.: ,r� . .,..: ,, ,. ,:.; :.,:. ::� - �.;:'.:.,,,;•;:<-„ " • C`• ants Aesum• tionskeg i '�. : -._;#..�:•'",�:•:-=•;,Insulationans ection�•`' ,:r': ,::,,,• ;Com"lies,. omm p._, +r:G ,r;' �,.•' _ w'r,�,,.�s,�=• - :rK'�T. Requirement e met. 3031 All� installed insulation is labeled „t ;.�;,<._.�:<.L�s ��1��:�.�;. :,�� ��.,,,..,.r.'��'�f▪ ❑Complies Requirement b [IN15]. - +ortheinstalled R-values r` n.:?.,"r _ - u;' :. ;▪;+❑ ,', P4' ' a'.14i^x:,, r:,::.' n;. Does Not :�f�fray:,:r;,;•t` -`:• •es..,r+.:tau.", '��u:d._ .:FSK,, ', w��r; ;Provided. tObservable - -'r+ .,L��.},„vr;f,il:�i% _-�<H:,•.�,4`c.,4.�,,,�;Yt�>; ,.i. - �❑NO t,.., r1-'.;4'',x - , ; 's,n ,',44 `.i',. tv ::"'?❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- DComplies See the Envelope Assemblies 402.2.5, mass wall with at least lh of the 0 Wood ❑ Wood ❑Does Not table for values. • • 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass :Not Observable [IN3]1 exterior,the exterior insulation ;J ,requirement applies (FR10). 0 Steel 0 Steel DNot Applicable • per r4" '' r'3':�n-'�={ s":;���€,:4„`. - c+,, ❑Com lies Requirement will be met. 303.2 Wall insulation is installed k rn;;;Y-:�{..- %�=< . , ;i��n � p q IN4 1 manufacturer's instructions. _x z' ^ ''- °` `su,r z:"`{;;< w '-- a ,=❑ [ l w ; Does Not Location on plans/spec: 4'❑Not Observable z 3 :'- ' ' Sheets A02 thru A04 fi , y,t :4 rz Y , .i_JNot Applicable Additional Comments/Assumptions:• • • • • • • • • • • • • • • 1 High Impact(Tier 1) ?`2;; Medium Impact(Tier 2) 3;:Low Impact(Tier 3) Project Title: Addition to 1023 Ridge Road Report date: 05/16/23 Data filename: • Page 7 of10 � xu�� en ie emuo �!���������;���������;���������������;������������;'�a�'�c��������� ����������/���������� 402.1.1. iOei|ing insulation R-va|ue. n- []Complies See the Envelope Assemblies ' 402.2.1, E] xvood [1v«nod []Does Not table for values. 402.2.2, / — O Steel [� SteelOm�O�e�b� 4n2.�.e [Fill' Emmt Applicable 303.1.I.1. insulation installed per ElComplies Requirement will be met. 303.2 manufaUurer'sinstrucUuns. LJ Does Not [F|Z]z Blown insulation marked every Location wnpUams/spec: 3OO��. � [] Ob servable AO]and A04 Ai / []NotApp|icab|e 22,5 ' ;Vented attics with air permeable Requirement will bemet. [F|2 ]2��� insu|ation indudebafOea�acent []ooes Not x �toso� and eave vents that Location ooplaos/spoc, e�endsoverinsu|adon' []NotObsemab|e AO3 and AD4 []NoLApplicabke 4ua.a.« xtbcaccess hatch and door n- n- LJCnm� U ies Requirement will [Fo]z insulation �R-*a|uenfthe []Dnesmct .adjacent assemblv LwcatiwmmmRxamspec:. [:]Not Observable � Aus and xU4 []mo[App|icab|e 4OZ.4.z.o Blower door test(�5o Pa. <=s *CnsU ~ AcHsu� []Complies Requirement wiUbeme� [R17]z achin Climate Zones l'z'and []ooesmnt <=3 ach in Climate Zones a'u' Location on plans/spec: []wotobsemab|e soz ! []mot4pp|icab|e 403.3.3 Ducts are pressure tested u, c�m/zn� chn/ oo LJcump|ies U and air [Ra7]z determine air leakage with f2-- ftx-- []ooesNot handlers are located within either: Rough-in test:Total condibonedspace []mo�ousemau|e ' leakage measured with a pressure differential nfn.zinch ' []wut Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. PumzonstrucUun test:Total leakage measured with a pressure differential ufU.zinch w^g.across the entire system indudingthemanvfactvnersair handler enclosure. 4O3.u.4 �Duct tightness test esu|tof<=4 c�"�uu c�n/zoo complies du�sand air [p14]1 �m/zU0fto across the sy�emu, ft:-- f2-- []ooesmut handlers are located within <=3cfn/zouft2 without air cunditionedspace []Notobsemab|e ' handler @os Pa. For rough-in tests,verification may need to []mntApp|icau|e occur during Framing Inspection. 4O3.3.Z.l Air handler leakage dusignated []Cump|ies Requirement wiUbemet. [p124]1 by manufacturer at<=2Y6uf []ooesNot design air flow. Location mopKaos/spec: -]Not Observable GOl and GV3 _ []NotApp|icab|e ��!P 4O�.l�l mgrammab|ethermo�ats []Complies lRequirement will bemet. [F|5]2 ` {installed for control ofprimary []ooesNnt 'heating and cooling systems and []NoLObsemab|o Lmca�onqoplaz�spmc: / inibaU` set-^ manufacturer to GOl and GOZ .!code specifications. []NntApp|ka�e _ '` Heat pump thermostat installed Elcomplies Requirement will bemet. � ` on heat pumps. []Does Not Location moplams/spec: []NntObsemab|e GOl and GOZ LJmntAppicable 4Os��� '� O Requ�ementwiUbemet. [Rllp � �systems have automatic or . ' ':accessible -'---- wnpUam�spec: ` []NotObsemab|e Location GOl and GOZ EDNot Applicable z High Impact(Tier 1) Medium Impact(Tier o) Low Impact(Tier 3) Project Title: Addition toI0Z3 Ridge Road Report date: 05/16/23 Data filename: Page 8oflO .Sect on Plans:Verified .kField:V.rfi...d.:; :"; , # F�nal`Inspection,:Provisions: Complies ,. °. Comments/Assumptions: Req.ID ?, Value Ualue ' , .,., . , '403;ti.1 ,All mechanical ventilations stem�-,; ` 4 >:���u�: �F,. •:�;,r:,❑Com lies Requirement will be met. FI25 •fans not part of tested and listed .'W.., er = %'>'`�'--a:<'` =; "``°"a`` `.``7,I,';"' [ l, 't., " ^>�'^`�' ,7❑Does Not r"';i''Yfi: :. it e HVAC equipment meet efficacy :,-:';.;�:,.;< �.,",-, - ,• ,;;;;= Location on plans/spec: c• << `: u'`.G ._ v.,,.,x, ,❑Not Observable and air flow limits per Table E"4'.; ; ;•,,y, Y 'r:;•a; ._;- ,,,-;a G01 and G02 ,:; ^;,a .,- se,,=•.., ,,4":.--gLJNot Applicable c"' :;:r4 ,:f,,,., f. ::: i Requirement willbe met. .4,03:2�``-• ;Hot water boilers supplying heat ,:.,. ,. ,; �.;,{r _ �;,,,^ :.�❑Comp)es Requ eme F 2 - i= ;i 1 6 ,systems hone or two-pipe e heatin ,❑ [ 1. '., Does No F.: s stems have outdoor setback b - Yt `r • control to lower boiler water t t � ti ru # ❑Not Observable 'temperature based on outdoor ! S r` ?*�` t y ,,r ▪ ,, ky❑Not Applicable ;temperature. s :^: 4.r=i" t, . ,.i 'j - 403;5'.14.1J Heated water circulations stems ,;.:<:�.,•' W- A.4:", -,_,,, - - ❑Com lies Requirement will be met. t; :'n:,s;�;i' ,fit`. ^;• iv; [FI28] l have a circulation pump.The a g � , �„� F>~- �r y❑Does Not ;system return pipe is a dedicated Y ;c '• '*4 f Location on plans/spec: return pipe or a cold water supply}, � h, `�{ .,tijp❑Not Observable GO1 and G02 pipe•Gravity and thermos- i A u a w • 4 ,1 `J❑Not Applicable ;syphon circulation systems are ,' y ,a I t `I not present. Controls for t ' ° circulating hot water system f • r ti' ° ,'r pumps start the pump with signal{tt{ ,' -, 1 • ,, '` �, 1 [r-��Y - l;:4'iMb ''''i - - �': c'1 • for hot water demand within the 4Y;."''_ �+ • -k ` oc u an Controlsnr:: ; rK,. ;;.,,': . '>>.;5 • � c p cy. _ , " automatically turn off the pump Fi, , , k}F' 1 i t.,- `fr 4 5 a '''!when water is in circulation loop `h.,;�,,,.;�,..,,:k;:;;a_n.e,, ::�,��'��<;�::' =��,._= �r:c.:,,,.,,,-��,, � ;is at set-point temperature and " 13 no demand for hot water exists it • r ,. ¢y 403.5:1:2.I Electric heat traces stems • Y°' : •❑Com lies Requirement will be met. 12 :comply with IEEE 51 .1 or UL 5 �❑ [ ] • `▪ ;��y�` Does Not �:�' ;515.Controls automatically i >t `, ''❑Not Observable Location on plans/spec: ;adjust the energy input to the r;t,' : : ••,,, Y ,.: GO1 and G02 ,.. ,.,!et g ; ..1,,.', ❑NotA Applicable heat tracing to maintain the �,.^;'�- •�• ' :. •' Sze : a „+�,r.": ;�rn:< '<: cr 'r desi ed water temperature in the P :` "y.. ! n Ffi{TMr P P 9• 4 e`403:5r2.' 'Demand recirculation water t - ❑Com lies Re uirement will be m t. [ 30]. s s ems have controls that ,:'�, - °�tr:,=.g ;❑D Not y 3 ,: oes i ,,„, U� - manage operation of the um `t'`, • Location onplans/spec: . 9 P P P s"f`' �, N tObservable o G land G02 'and limit the temperature f - 0 o the i water entering the cold water ) ,, .- ,,` ;❑Not Applicable to<= 1042F. k. -,;._: ;;q„ ,,t; ,=- ;, piping �: a. '403t5,.4:;a,:;Drain water heat recovery units , y 4 ;❑Complies Requirement will be met. [FI31,]?: ,have>=40 percent efficiency if [:;, ;;t:',',•�` ;r ;;fig°':.>=;;c•^i- -�,' ❑Does Not installed for equal flow or>=52 , r; Location on plans/spec: ❑Not Observable ,percent efficiency if installed for r,,L,�,:..;,,,-.,,'�;t5„_i`,' '3.,,, ^ar,, ti ,a, ` , - G01 and G02 unequal flow.Vertical drain water 1❑Not Applicable heat recovery units comply with I i CSA B55.2 and tested and ! • ";° 'a, -".'.>,;,.,,u__ ,. F ;t.-_<:r abet in accordance with CSA :a,a `' _ _• - - �I labeled water-side • _B 5.1.Potable _5 fY`f`, - - ,i,G. pressure loss of drain water heat t'4i , :recoveryunits are< 3 psi for ``�<'fi� : �f�`r- j 'individual units connected to one ,^a"'1= `�${`�'= a�:��' - • :,1 :� or two showers. Potable water ;"pa4`.., side pressure loss of drain water �''..x. - ,.,� .;;. .,7 ;heat recoveryunits are<2psi ,:i" '<'�..;,. ;',, «,�- �>; ,,, ',_:` "i. - ...3�.. "S': }-,��;�•.`� 'sari:; -;r-;.�,�.f for individual n' n ted to <'i": ask, units connected � - ,� '>'., r`- h e ormore showers. Z3i.".i7... it�;� 404.1 90%or more of permanent ff.. ,. :3❑Complies Requirement will be met. [FI6]1 fixtures have lamps with an i,^';T_ , , 3 ';` • I t.;=';:,., ;;, ,!; ;. 1-1Does Not efficacy>= 65 lumans/watt or - =!`'' ' .<"�.>-: - `° Location on plans/spec: • ;,„ ❑Not Observable - have a total luminaire efficacy -'a A: GO1 and G02 - N A i abe ❑ of Ic I P > 451umens/watt. ��'; "��';��� - � P k, i - ���i'="Y..-�<'i^. m li Exception: Requirement is 404.2 Detached one and two-family ('� ;;,,, • ,❑Co p es ep q [F135]1 dwellings and townhouses where E x, . ,,; z' j❑Does Not not applicable. the conditioned space is> 1,400 i;, _.,, _4•.,,.. i:i = . ` : ;..` f b_ ;:,:0,'''K.' ,:�?F^ _?;;;s,R❑Not Observable sf comply with the requirements - ` �^"' :• of Appendix A. w<. �;':,:cz_„.. a❑Not Applicable 1 High Impact(Tier 1) ;_2;; Medium Impact(Tier 2) ., ;,3.:.,. Low Impact(Tier 3) Project Title: Addition to 1023 Ridge Road Report date: 05/16/23 Data filename: Page 9 of10 Sect on. . .: ld Verified'` • • er f� "d :'Fie d e�P ans-V .i e f,.,l r is Assum'�i" ��Gommen,=aT ;'`Coin"1 es..• - /. �-. P. , r} S,. 404.3 One or two-famildwellingsand ~-ai„ ;i'r�:��% r�� '- '�,`�'�`� ''<<"'°�s�� `��. ❑Complies Requirement will be met. . 't° 1`� !,;JjrF4Y?•s��:;"=t:�z'��:z�;' ��2.5"^"6i�'••;���,�. [FI36]1 townhouses with parkingarea gi-` ;:..- "°'��'3f.`:`,:_9 ,p,_Ev��,:.' 4,❑Does Not provided on the buildingsite shall} rt=5 "„:A Tz_ ":RArrf:�='' ,::trN"s ' zbi,e.: t Location on plans/spec: «..>::, ,e , y.c fy ,, . isj Not Observable • have a 208/240V 40-ampoutlet 'tn r a Y:*= ''}?$; ;.:tis} F ` ❑ • GO1 and G02 • • 's'«s:.r ,E,,,:,e€.. -x ❑Not Applicable for each dwelling unit or panel capacity and conduit for the future installation of such an outlet.See section details. xr;. .�`-:��. -.� �:- r ?V:� • q`=�;�.� :� >; =r ;'tr -=:u^' r"a?.�o- s'' .❑Com lies Requirement will be met. 404:11'F Fuel gas lighting systems have �`�; . �� �, „4 =rF, ; �>,.�s". .. �- i p q U.o3fi�`;'.�':'a'�'.k.: y-' ��;';�4 [F123]3 ino continuous pilot light. ,r x;W., 10- 4„r4r6,1 ic:t fl'z a; ,a,❑Does Not • �: ': -'r1 • • ':;,w� ,,,. Location on plans/spec: i,::=s:,,� ��a�s= •r,,.�- _.;;�w v�❑Not Observable • ,.4;'re+ &1-1 ;,',$kes71 s% : E ' "t GO1 and G02 P,$,e'.?i�,�.�;,•'�;;di •J�.,=::;3,x''�';�d'tr.xt�:,.4e:;.::.!:r i` i ,,,.. . w:�..'e - ,.;r, x,,.F a4?,r .: ...,K LL;€*/1-1Not Applicable posted. ,'4. - r A>4 .1,V i=4` -NAg,3,,,ot °=`❑Com lies Requirement will be met. 4013' ,Com liance certificate9�- �_ G�,,;,�w: rJ',��. -'"�,� P q c�sa", ;a:: ;�': '�=„r�..;:,_.�;_;za:�'y��w:"��r�.�e'y'�,. :,�x�<3❑Does Not � ;,4 tay-rteF&.:t�} Na.k,`-.tti-,...4.s..y .c %�;v' Not Observable • t..nrutg.,... .. .t: t k'..;. i;{ _.1&f.::� ❑Not Applicable `3033ti'':;'` manuals z, '« *,11 02-4=" -_1:-4-❑Com lies 'Requirement will be met. ., '.Manufacturer for � -,. `' �;.: .,,:,.',,�,,�°s,�. .. ,�,„� P q �FIY8 3. (mechanical and water heating :K.v ._:, ' ;: :°' r-y•1°,rt"x:"=,' r{ r; w,}❑ :t,] �r ; ,::Y,,,.' Does Not systems have been provided. : '.=: r. 3r ,•I ` ;�:� tk �'.n,, •���,,..,n.v�;..�,.:.��,❑Not Observable r..; '.1LiNotApplicable Additional Comments/Assumptions: • • • • • • • • • • • • • • • • • 1 High Impact(Tier 1) 3; Medium Impact(Tier 2) 3;;Low Impact(Tier 3) Project Title:Addition to 1023 Ridge Road Report date: 05/16/23 Data filename: Page 10 of10 e2020 NYStretch its 2018 IECC Energy Efficiency Certificate Insulation Rating' • II-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 16.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass &Door Rating , U-Factor• SHGC 'rt Window 0.20 0.30 Door 0.10 Heating.& Cooling:Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments 319 ,r,a r omes • No pitch given on plans.Please verify pitch. .- ii MI it . 5 `s:a Psi+ §g ll ;ol' '213 oaa-ri-g2g Soy I s ; WM aw Yjk _;inutip 4<j3 Ag ' J V U U U U U U U 'ta U U . . r.f GgjaP 33x9 b�9 388�3y ;yygg MOO goo! ill WU iflgil rA ilh !hflltp aglH azY Y nQ3 , °s 2'0" 2,0" 2,0„ 2,0„ 2'0" 2 0" 7 0. 2,0" 2,0" 2,0' 2,0" 2,0" 2'0" 2,0„ M -0 in co I I Cr) o 1_1 o Cl , 1 7• N is �Dorpp xt ;. Contact Dan Giacomin '"0 All dimensions and loading to be verified '"S� 4, H.H.Sales Joe Messier by the builder prior to fabrication. 10/23/2023 ( # i Build*Code IRC 2018/TPI2014 Ground Snow Load 60.0001b/frz Qucensbury,NY 4 xi li ll Building Category Residential Top Chord Dead Load 10.000Ib/fe Plywood and Shingles B231128 �.� Word Velocity 115.0 mph Bottom Chord Live Load 0.000 lb/fee ,1 rl . Exposure Category ParriallyExposed Bottom Chord Dead Load 10.000 lb/fr. Heated Structure unless Notified �� Thermal Factor ASCE_JustAboveFreezing Attic Floor Loading 40.000 lb/fee If Applicable Job Truss Truss Type Qty Ply Addition 1023 Ridge Rd B231128 C Common 15 1 Job Reference(optional) Harvest Homes Inc.,Delanson,NY,joe Run:8.7 S 0 Apr 21 2023 Print:8.700 S Apr 21 2023 MiTek Industries,Inc.Tue Oct 24 10:04:20 Page:1 ID:D7YJaOmn4JSPwsRFVsul7RyRwRw-XALfWG76D_irUIPgzjeChsml4sfouzh1 svmobOyQFIQ 2-0-4 5-0-0 10-0-0 16-0-8 22-1-0 27-1-0 30-0-12 32-1-0 12-0-4 I 2-11-12 I 5-0-0 6-0-8 I 6-0-8 5-0-0 I 2-11-12 12-0-4 I 4x8= 6 x8 0 3x8 c 3x5. 5 I. 7 3x5, 16 r-2 4 �1 '* 8 19 y 20 • II- m 6x8 0 � 6x8 3 9 titk ed 2x4 n 0*a •' 1� 2x4 u 2 kTp‘ - 10 _ _ Yl H1 11 j H2 III xHi , 11 18 17 16 15 14 13 12 3x4= 3x5= 4x6= 4x8= 4x6= 3x5= 3x4= 4x6= 4x6= 2-0-432-1-0 11-10-8 II 7-6-0 I 16-0-8 I 24-7-0 I 30-0-12 30-2-8 1-10-8 5-5-12 8-6-8 8-6-8 5-5-12 0-1-12 0-1-12 1-10-8 Scale=1:53.7 Plate Offsets(X,Y): [7:0-0-0,0-0-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.12 15-17 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.25 15-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.09 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-S BCDL 10.0 Weight 126 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF-S No.2 WEBS 1 Row at midpt 4-15,8-15 REACTIONS (lb/size) 12=2124/0-5-8,(min.0-3-6),18=2124/0-5-8,(min.0-3-6) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 18=-100(LC 15) installed during truss erection,in accordance with Stabilizer Max Uplift 12=-147(LC 11),18=-147(LC 10) Installation guide. ' Max Gray 12=2158(LC 17),18=2158(LC 16) ' FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-19=-2475/162,4-19=-2230/170,4-5=-1978/150,5-6=-1815/165,6-7=-1815/165,7-8=-1978/150,8-20=-2230/170, 9-20=-2475/162 BOT CHORD 17-18=-191/1877,16-17=-158/2187,15-16=-158/2187,14-15=-66/2187,13-14=-66/2187,12-13=-91/1877 WEBS 4-15=-891/162,6-15=-42/996,8-15=-891/162,9-13=0/350,3-17=0/350,9-12=-2564/162,10-12=-366/74,2-18=-366/74, 3-18=2564/162 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91 mph;TCDL=3.opsf;BCDL=S.opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 12 and 147 lb uplift at joint 18. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Cobble Court Engineering PLLC 511 Walnut Drive, Clifton Park,NY 12065 Phone#(518) 956-1282 Email address: dckengnypa@outlook.com Date: July 24, 2024 Attn: Department of Code Enforcement of Queensbury, Building Permit#: RC-0279-2023 Kate Deck Department of Code Enforcement of Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 SUBJECT: As-Built Septic System Construction Certification SITE LOCATION: 1023 Ridge Road,Queensbury, NY 12804 CLIENT: Khurem Gonda! Job Number: 1023 Ridge- 1 Jurisdiction: Town of Queensbury Attn: Building Official This is to certify that the septic system located at 1023 Ridge Road in the Town of Queensbury, Warren County, New York was designed by me in accordance with the "Residential Onsite Wastewater Treatment Systems Design Handbook"'by the New York State Department of Health, 2012. The design daily flow rate is 138 gallons/day/1.2 gallons/day/square feet= 115 square feet Therefore, the contractor used ADS ARC24 Chambers, with a capacity of 37.5 gallons and a storage length of 60 inches per chamber. Refer to detail on sheet 3 that shows the specifications for the ADS ARC24 Chambers.Therefore, he used 120 feet equivalent to 24 chambers. Use 8 lines of 3 chambers each will provide 120 feet of total trench. I further certify that I am personally familiar with the actual site conditions and in consideration of those conditions was designed in compliance with the current Appendix 75A of the NYS Department of Health Wastewater Treatment Standards—Residential Onsite Systems. I further indicate that the system was inspected at the time of construction, May 15, 2024, by myself, when the system components were installed and partially backfilled and I had personal knowledge that it was constructed substantially in compliance with the design. I further indicate that there were no field conditions during construction that I am aware of,which deviated from the conditions observed at the time the system was designed. I further certify that I inspected the septic system including the septic tank, distribution box and the tile field prior to backfilling on May 15, 2024. At the time of the inspection.The majority of the 11Page f r Cobble Court Engineering PLLC 511 Walnut Drive, Clifton Park,NY 12065 Phone# (518) 956-1282 Email address: dckengnypa@outlook.com components were open for inspection. There was no attempt to verify the depth of any backfill material or the grades of piping. The system needs to be backfilled, top soiled and seeded. It is a violation of NY 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation 'altered by'with his seal,signature, date of alteration, and description of the alteration. If you have any questions regarding this certification letter, please feel free to contact me. Sincerely, jai NLi,1`' y' 14- }- 4 tG;1 i'"lC it-1fil fir' -. tij(� _, -Digital Signer.Daniel C. i r " Kaufman P.E. r }v Daniel'C. DN:C=US, Y" -a,c ✓ E=dckengnypa@outlook.com, '" u Kaufman- Cob(Ie Court Engineering (i1 (u PLLC,CN=Daniel C.Kaufman •.L lS' `a"'/ - (- P.E.• Date:7/15/2024 09:05:53- • ? for SSl001''' Daniel C. Kaufman, P.E. NYS License#086813 • 2IPage • • / N t , ° , °•• t�le sr6, 1 TONMICOUNTY SIGN OF APPROVAL ._ .7 IF .'; . , , . I N • , _ L: - " - E 83TL BEDROOM`" - /ANAOCITIONOF•. •. A^^°• T> 311 'i1VWINS 6 OPOSEO • e�a '- FP'J.03 100'WETLAND BUFFER LINE \_ _ '�' 19TNG wrier R __ BA ,F •I..' • 0 !!! ie,_A.,iT' sIEET].Uatt lNv]]ly • LEr ....'APPROXIMATE EDGE OF.WETLANDS LINE Z' . Sii '� y, ARFA� '� • ,, OLYAIAART'E '..�©, F •T.J '°ti ,i. _ ai..;•. tS .' or�.wanRrvo-s -A 1 4 _ eafAYALENi. �i - r L. I rl - 1t '' 'f r�eaN.e ReE r `f •. i TYPE OF WETLAND:RIVERINE y,�. L. INSTALLED A 1500 GALLON ref )• } _II REGULATION:830-513 °F.T'} • y I • 9�f ♦ A FIBERGLASS TANK WI I'TALL f �C .P • STANDARD:AA(T) 8 -nr.N M1 4`�M •tt ^1M� RISERS •a L' C. ,,.... Yy. ('r _ €A,3• 9 CONCRETE MLLON ,p+ . CLASSIFICATION:AA I s a "$: y�j*"D r l LONSHEEr] '▪l•' '� ,1,- •1 1' 31 CONCR SEE DETAILSEPTIC TICT NNW/ ' b°.•.M. .q "`: f, ...+ •1 _J •OUnEIINY,.]J]S' °'L - y LVuI■ET INV J]BS Ra \ ,�. •ORSI.J)ARYP/iE.R`l , ^ I ♦� fy ,.. Ain.. yt'#'I-''.•• { AM A` ' kX� I�' ▪ �' Alri�iiH SLOPE .• � 1• NIL ,E'i IS'1 " ••.M iIL'f * I B`fF •�' 'PHT'� i 0. �(REFER TO DECO INN19510N • .IAt r ' • . •"' --L77 ,, K'< '� -y2. A Il' ill 1`•ROW bsiaeuncweoX NOTE ON TR156REEL.^ �'A EXI8TIN0 WELLaL • L i� .✓ 'SEE DETAIL ON ,FA _ I9 •�. �1, S tl 'S.. - 5..' j L • • otiriEr/NvJ.w� 1j1.r h.--' i]q • ,XaY -e ..I• _ • J y 100'MIN.190- 'gL �71. • r yam{ 7 E) _�( �' 3L>o /" ,,}� Y • jP�} fix' 1`,.,r'. .• f r•! (` ,4" �T4' Me e - "y. r • ,yL� T ieaovr�or,lrtw.v.ua 'N,.'D :. �" ir°� r1'' _ °.r '�P`I'� •"e ' '�+•;i _ .":�.awrrsEr wr'.rEao I MF, yy, y.,.i- R- rr• .. 1� (f .- i I�. sEPARancw*'eADLrauNBta .N°'r "f 1 p ~• X;at WILLREINsrALLEDw'A'' _ -.S p. °•*° 1w�" '( f! •]3X yf '„ w1lr #, .t. SE AILS ON EtP 4 jter. ";qt} ->a 0001 EXISTING CONTOURS PERCOLATION AND DEEP HOLE DECOMMISSION NOTE: • PROPOSED SEPTIC —'"`PROPOSED CON AM S TESTING WAS PERFORMED BY DANIEL C.KAUFMAN P.E.8 CHRIS TO BE DECOMM/SSONED BYALICENSED NYSSEPNCSr57£M CLEANOUTCOMPANY. DESIGN LAYOUT PERCOLATION TEST RESULTS GONZALEZ ON 1152023 THE D-BOX WILL BE EXPOSED AND THE EXISTING PIPES TO THE LEACHNELD WILL BE DEEP TEST HOLE RESULTS DECOMMISSEDNED PER NYS DEPARTMENT OP HELATH GUIDELINES.THEN THE SCALE: 1"20' Pero HOIell Depth Stabilized Rote Per Inch Percolation TEST HOLE NO. RESULTS EXISTING PIPES WILL BE PLUGGED SO NEW WASTEWATER IS NOT RELEASED INTO in inches of Water Absorbed Rote Class THEM.6 NEW PIPES WILL BE CONNECTED TO THE 0-BOX TO TRANSPORT I 0'-8'LOAMY FINE SAND WASTEWATER TO THE PROPOSED LEACHFIELD. 1 4B. 1"7' I.TO5' 2-18-SAND _ ?B=6D'SAND 2 48' 1.5- 1'TO 5' DEPTH TO WATER TABLE IS 801 DEPENDING ON SEASONAL RAINFALL ACCORDING TO THE WEB SOIL SURVEY PRODUCED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE. - . WASTEWATER TREATMENT DESIGN LAYOUT&SEPARATION DISTANCES TO NEIGHBORING PARCELS D.T.H. Cow.Carl BISA.eb9 PILL _ 511*Mel Oda /P REVISIONS l Y°" t�'"'T'�"" l' OWNER: C Wastewater Treatment Design''' As; L9 Perk,NI 12065 DCK 6/15/24 ADDED ASBUILT INFO � KHUREM GONDAL OUAUFYINO OPEN.BOTTOM ORAVELLESS SHEET INDEX Phoro ae t(515)556-1282 P.1 ehmvi)Pe0ou0ookrom p,r\ 1023 RIDGE ROAD GNAMBERS P.1 WASTEWATER TREATMENT DESIGN LAYOUT&SEPARATION DISTANCES DNaeL C/AVI AN NIS ELL p86513 '"''\ OUEENSBURY,NY 1280e,(516)566-6370 GRAVITY DISTRIBUTION TO NEIGHBORING PARCELS 0e.wa,,"'e o,,) rrF "Y(?�/.' Toe Map Number260.10.1.16 P.2 LOCATION MAP,WASTEWATER TREATMENT NOTES,&CROSS-SECTIONS , "C. 11,, n18.860 sse T INSTALLER: 102]RIDGE ROAD P.3 WASTEWATER TREATMENT DETAILS 73 MAUERIl. GONZALEZ&SONS OUEENSBURY.NY1280e vol noven(S - — 87 E.NY 12N ROAD EAGLE BRIDGE,NY 12057,(518)1317-942e TOWN OF OUEENSBURV 4/20/2023 ermuxAv ael.Vnza \ l` #'. "_ WARREN COUNTY- _ �Q -el. f1 1 LEACHFIELD SIZING JUSTIFICATION: GENERAL NOJF$; Edsling.about 70 years old 2 bedroom house.the bathroom Cooea 8'TYP. PROPOSED J2°OF TOVptUCOUNTY SIGN OF APPROVAL r1F !my raa,..,m",".Em.a..ro aw onto.roan°ro...�.ra,.a,,. of the old house has boon updated with aw.nowfttures The garage TOPSOIL e,woor.,nr a,en.r.,nr'coo,r la t«,r...r no,been r,.n•n lo being removed and a2bedroom adm6on will bearded snob 0 '0 20' 30 1'; 50 2.)that.°rob a,..,,wa wr a a„ro:.n,.,° low-flow bathroom fixtures andwlohen appliances abating at Ws °nb..sraw suyaw Cc..." w..nos not property. If InasNag a.noo aJ°r:°n UshgADS ARC Sego Leaching Using Chambersb6C,bah." h."percolat OR/G/ONAL GRADE ...out perve ..t the St .., in.2gmtrom/ess member.User fI.as sq wa/t a use a per rat PROPOSED ADS A la 1ame n�'0le f A.'«'1 In2peretests with alargest fete o/1.66T miriirhes,uses pert rare 338 ARC24 CHAMBER r m m«.w."«,man w.,,r.ro inan..y-to of min4nch.Column 1 of Table 6C requires a flow rate of 138 °j gallons per day with en application rate of I.2 gellonsrday/square �P•) rl m .w°om mm.n n e 1,07 48✓prw.o m. feel.Therefore. od Mspos. sir NO ro.,nr i.a';10 No 4yst "cam e•nwrv.,lo le,°.4000 dm.caon w. Granges,Trench Product f Required Total Trench Bottom Area In 336 •wan. square feet-Plow rate/Application rate obi . r,.o..ra.a r« r",a.,n.... PROPOSED 3/4'TO 1 1/2° ` , yJ LG E„,.,,,T rn,,NO E '""''°""'"""°'`°�°"" 13Bgallons/day/1.2 gamma/ay/square feet a 115square feet SIZE AGGREGATE IN A 18' BURLAP NET BARRIER SEWAGE SYSTEMMNOTES'ne n.. Therefore the contractor will ADS ARC24 Chambers,with a DEEP TRENCH AND 24" 334 (T )1«w ma.m,,..a4 «. ,ran•."'0mE.na,r w.n r.e...o WIDE 0 PREVENT ROOT ` .a..e o...r q er o rro..n v.r°.. sag*.Referf 3Z5 gallons detail on Nonage length s the metes per GROWTH INTO MOUND ,....,:...,”"V."..?,..,..........0,,, chamber.Refer dekaon sbeN3tharNwws the specifications lot WHILE ALLOWING WATER 2) �Os o .snn'.r 1°tnes•Pr n w 1,0I canal.n. Me ADS ARC24 Chambers Therefore use 120 feet equivalent to 24 ry rn m P,roo..wr.v, %r.s o,'''�,rLNanPs , chambers Use BBites aI3 Mambo's eachwlgpmv/de 120 feel of 3 3 3 3 3 3 3 3 TO SEEP THROUGH) a«, ..e. , ,.° .�E fa.ma w.ne Tam total trench. O O> O O O> o O O 3),raa.no..w...°..r,r..n.emr<n nary fear m.ccosvr DESIGN OF LEACHFIELD IMPROVEMENTS WERE S n 2` { 2 I,S 2 n ..N °„^Oyu . , ,a°.°°"1O'"' DESIGNED PER THE RESIDENTIAL ONSITE •)cm,ni.y of Con...., on...iN.m Mr°.�.°p.rr..rrn..r ran..a. WASTEWA TERTREA TMENTSYSTEMS DESIGN HANBOOK BY NYS DEPARTMENT OF HEALTH,2012 EDITION-Using Tables 45 SECTION B-B: OPEN BOTTOM GRAVELLESS CHAMBER m.M.. aaP•...car°. 6C '1"�n»:A",r. , •n•arm.,.=;°a"°" GRAVITY DISTRIBUTION SEWAGE SYSTEM 6/ noon"r rn. Xolrs.I IC Kar.I ]vw awns. am Noe Os a • ,ABSORPTION FIELD PROTECTION' 4•ADS SEPTIC PIPE ATA CADS SEPTIC PIPE AT 15.0F ADS ARC 24 CHAMBERS r."(i)Om Co...on nnan b SLOPE OF2% SLOPE OF2% ATA SLOPE OF I/32 a,.°i C.z a :,.°7 o W.ew'x,72rrm zr.e°ute°,a.ee ly°W ML r k,'t'Oav00S O v vESUt w°n 5 seirsSKw or row or 014.381A7641,1.10.°L PINANG CC, 1°F°s "°ir ;i5 14 W-P20 cnro 50Aw mL03 001 MC_ o0 342 • - SITE PREPARATION AND F//I•PROTECTION' aro c .ram n sysions'a'r°°rn„'°..p.'ro °.'e4.' m..e.r° �� ...4 j°e.,to a a°,.4n°nenn.r goo�r..ubeor a° EXISTING WHETt - EMSTING GRADE A EVOS'obi sur°` :.p.n.ran eo et.. ,aro nee 4-n PPE 340tl\• •.*an r,"... A°a n may Sq.:c'.a°'s a 338"� --�. / M a - rr m wit ,ow.wapna.r,.wn.° D REwnREDINSPEcnavr:�,u wr�rBEcrcwauLLua IxsxuL 4xre•zaaEL FILTER s.nCIEDLrJOINILILY.ATMEE1750,SIVEw00033041,7'Sip.1 u 336 CARTRIDGE wrscl.4B - '$ EEdK4^OR raj AVM T0BAE"Flua,SWSmw1000S1Reumvsrsr2V LE. INSTALLED INST/.LLED A 1,5003ALLON ' MX Sxw.L0,10,w.EVSp OR FIBEF GLASS SEPTC TANK sRawsrsr aArrov W 1'RISERS •a,ano- INV.IN 337.3 =J"'_00 334 INV.OUT 3a7.B __ N '0 20 30 i0 50 50 70 80 90 10C 110 •29 /30 1/0 Gam..o ---\��* m m Ounnolasy.la II. il p !° BUSTING 1.000 Z 2 . 2 6. SEPTIC TANK • 8 SEE DETAIL ON SHFET3. • SECTION A—A: OPEN-BOTTOM GRAVELLESS CHAMBER . .1„-- GRAVITY DISTRIBUTION SEWAGE SYSTEM SITE LOCATION - N.T.S. O LOCATION MAP,WASTEWATER TREATMENT NOTES,8 CROSS-SECTIONS P.2 D.T.H. Cobble Coal Broheob9 Ft/C III 020 I DI d REVISIONS / 1 1 Dinar Pak,NT 12055 „•-,-,.,.,..,,-,.•.,- OWNER: Wastewater Treatment Design's' PhmePrSIB) 12[12B3 OCK W1N24 ADDED AS.BUILT INFO .�..'.-� KHUREM GONDAL GUAUFYINO OPEN-BOTTOM GRAVELLESS 4Oeng,IW0w04kten — ,a n1 .... 1023 RIDGE ROAD CHAMBERS P, ORIEL C.KAUMAN NYS P.O.I055B13 GUEENSBURY,NY 12804,(518)5866370 GRAVITY DISTRIBUTION 1 L • T,o Map Number 200.10.1.16 u.0.1'aR100. ��'0' 1023 RIDGE ROAD EOLINTININIa^NY� SI 3 - ,�•- � INSTALLER OUEENSBURV,NV 12004 VOl T4F 1 �i• GONZALEZ B SONS .ca 10146PEtelCePa 01901 - -\ �� 87 E Sf 12N ROAD 0.1.1.A�, EAGLE BRIDGE.NY 12057,(518)817-9424 TOWN OF OUEEN6BURV 4/2�/2G23 N % ____ l%. -i%- L WARREN COUNTY d 1 Z Cobble Court Engineering PLLC 511 Walnut Drive, Clifton Park,NY 12065 Phone# (518) 956-1282 Email address: dckengnypa@outlook.com Date: July 24, 2024 Attn: Department of Code Enforcement of Queensbury, Building Permit#: RC-0279-2023 Kate Deck Department of Code Enforcement of Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 SUBJECT: As-Built Addition Construction Certification SITE LOCATION: 1023 Ridge Road,Queensbury, NY 12804 CLIENT: Khurem Gonda! Job Number: 1023 Ridge- 1 Jurisdiction: Town of Queensbury Attn: Building Official This is to certify that the 2 bedroom Addition located at 1023 Ridge Road in the Town of Queensbury, Warren County, New York was designed and built in accordance with the "2020 Residential Code of New York State Building Codes and Standards" The 2-6 x 6 posts at the corners in front of the garage to hold up the south edge of the second floor were installed to my satisfaction. Refer to photo on page 2. 1jPage r Cobble Court Engineering PLLC 511 Walnut Drive, Clifton Park,NY 12065 Phone# (518) 956-1282 Email address: dckengnypa@outlook.com Fr*17- ----------- -------<., ''''''' �',�,. 11 ;,/ \ � : , ,---- ___..------ , 7\ _ ..._____________---- _____:____---____: .„ _ ',k, f r � F r za i-z1! ,. ; '1 Yh u ,:, . ` � u ?ti d \ Nit ati .. ,Itsr ,yf, a 7 �� ,.as - '-.i - -_ IFr _ - -r - t - - �� S. _ ; - 6 _ t : ,> " . ,',,tit s c; as • ' .i� C 4 .� r ..- '. \ ,." 1 i�ry� 1>7 ° .,,t"7$ • M 1• < 'f 3� 4 i '" wit ".y>�4 a o•,. '" _`.1'.. .yyY.,A65 t': .�'�r'r-A>>.?• i.,,It�l�;+t:ur'c: f �".r',+'t� ,1 .v 'aT,i6 x`�: yza`�' � 1 s�.dYc kt _b�;. I further certify that I am personally familiar with the actual site conditions and in consideration of those conditions was designed and built per the construction plans. 2Ipa cr.e Cobble Court Engineering PLLC 511 Walnut Drive, Clifton Park,NY 12065 Phone# (518) 956-1282 Email address: dckengnypa@outlook.com I further indicate that the Addition was inspected at the time of construction, between September of 2023 and July of 2024, by myself. I further indicate that there were no field conditions during construction that I am aware of, which deviated from the conditions observed at the time the system was designed. It is a violation of NY 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation 'altered by'with his seal, signature, date of alteration, and description of the alteration. If you have any questions regarding this certification letter, please feel free to contact me. Sincerely, \ _ __Digital Signer:Daniel C. (* *•` Daniel-C. KaufmanPE. iJ ,�1'FY r iT•, f m E=dckengnypa@outlook.com, Ka U 1 1 1 1 a n ,pLLCbble Court CN Dan eEC(Kaufman I Date:7/15/2024 09:22:00- "�. -• P.E. 04:00 n0W'ESSIOV'��� Daniel C. Kaufman, P.E. NYS License#086813 3IPage Job Truss Truss Type Qty Ply Addition 1023 Ridge Rd B231128 CG Common Supported Gable 1 1 Job Reference(optional) Harvest Homes Inc.,Delanson,NY,joe Run:8.7 S()Apr 21 2023 Print:8.700 S Apr 21 2023 MiTek Industries,Inc.Tue Oct 24 10:04:21 Page:1 ID:FR_1lnclbglV6eAT6pR3JayQVGC-UZTPxx1MkbzZkbZ258ggnHroKfS_Mz8JKDFufHyQFIO 16-0-8 I 32-1-0 I 16-0-8 16-0-8 4x4= 10 9 11 3x4 0 3x4 7 8 1213 1r 6 6 14 35 ST3 36 5 ST7 15 ST7oc0 4 ST6 ST 3 16 STD STD 3 ST4 ST1 17 ST3 ST3 2 18 ST2 ST2 11" 1 r 8 e B 9 B 8' 8 i'� $ 8- 19 o= ;❖:40*•..•.:.❖.:•:00.❖.❖.•...••❖.❖.•.v0.•.O❖...•...•.•..•..•P.•.gt:t::.•:..•� .•••••,••••:00.❖0..�i....•..•....•.0..•..O❖.•..•..❖.•**W.• �e�e����•�e��•�_e�s���. .������e._!i!ee�eee�e.�.�.��eeee��ee��eee��._e!s..�.��.�....�_���.�.�._eea����.��.ee�����s��.�.�.�.�.a�e� 3x4= 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4= 5x5= 5x5= 1-10-8 I 32-1-0 1-10-8 30-2-8 Scale=1:53.7 Plate Offsets(X,Y): [24:0-2-8,0-3-0],[30:0-2-8,0-3-0] Loading (psf) Spacing 1-11-4 CSI DEFL in (loc) 1/deff Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.47 Horiz(TL) -0.01 20 n/a n/a BCLL 0.0 Code IRC2018/TP12014 Matrix-S BCDL 10.0 • Weight:138 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puriins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF-S No.2 REACTIONS All bearings 28-4-0. (Ib)-Max Horiz 34=-97(LC 11) Max Uplift All uplift 100(Ib)or less at joint(s)20,21,22,23,24,25,26, • 28,29,30,31,32,33,34 ' Max Gray All reactions 250(Ib)or less at joint(s)21,33 except 20=414 (LC 17),22=277(LC 17),23=264(LC 17),24=365(LC 17), 25=366(LC 17),26=397(LC 17),27=361(LC 1),28=397(LC 16),29=366(LC 16),30=365(LC 16),31=264(LC 16),32=277 (LC 16),34=414(LC 16) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 10-27=-322/0,9-28=-357/54,8-29=-327/61,6-30=-325/57,2-34=-298/46,11-26=-357/53,12-25=-327/61,14-24=-325/57, 18-20=-298/41 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.0psf;BCDL=5.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3) TOLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28,29,30,31,32,33,34,26,25,24,23,22,21,20. 9) Non Standard bearing condition. Review required. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard , 0 i A,01191 i 0111 TYPE OF 830-513 STANDARD:AA(T) CLASSIFICATION: AA PROPOSED SEPTIC DESIGN O. SCALE:1 XXX EXISTING CONTOURS XXX PROPOSED CONTOURS PERCOLATION TEST RESULTS Perc Hole# Depth in inches Stabilized Rate Per Inch of Water Absorbed Percolation Rate Class 1 48" 1. 7" i " TO 5" 2 48" 1.5" 1" TO 5" PERUULAI ION AND DEEP HOLE TESTING WAS PERFORMED BY DANIEL C. KAUFMAN P.E. & CHRIS GONZALEZ ON 1 /5/2023 DEEP TEST HOLE RESULTS TEST HOLE NO. RESULTS 0" - 8" LOAMY FINE SAND 8" - 28" SAND 28 "- 60" SAND DEPTH TO WATER TABLE IS 80" DEPENDING ON SEASONAL RAINFALL ACCORDING TO THE WEB SOIL SURVEY PRODUCED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE. WASTEWATER TREATMENT DESIGN LAYOUT & SEPARATION DISTANCES TO NEIGHBORING PARCELS D.T.H. Cobble Court Engineering PLLC 511 Walnut Drive Clifton Park, NY 12065 SHEET INDEX Phone # (518) 956-1282 dckengnypa@outlook.com P.1 WASTEWATER TREATMENT DESIGN LAYOUT & SEPARATION DISTANCES DANIEL C. KAUFMAN NYS P.E. #086813 TO NEIGHBORING PARCELS WARNING: IT IS A VIOLATION OF NEW YORK STATE P.2 LOCATION MAP WASTEWATER TREATMENT NOTES & CROSS - SECTIONS EDUCATION LAW FOR ANY PERSON, UNLESS 9 ACTING UNDER THE DIRECTION OF A LICENSED P.3 WASTEWATER TREATMENT DETAILS PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY ANY PLANS, SPECIFICATIONS, PLOTS OR REPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED. REVISIONS UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER, IT IS A PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION (� MAY 2-6 TO Alt 0 FILE rOPY � DECOMMISSION NOTE TO BE DECOMMISSONED B Y A LICENSED NYS SEPTIC STSTEM CLEANOUT COMPANY. THE D-BOX WILL BE EXPOSED AND THE EXISTING PIPES TO THE LEACHFIELD WILL BE DECOMMISSEDNED PER NYS DEPARTMENT OF HELATH GUIDELINES. THEN THE EXISTING PIPES WILL BE PLUGGED SO NEW WASTEWATER IS NOT RELEASED INTO THEM. 6 NEW PIPES WILL BE CONNECTED TO THE D-BOX TO TRANSPORT WASTEWATER TO THE PROPOSED LEACHFIELD. OWNER: KHUREM GONDAL 1023 RIDGE ROAD QUEENSBURY, NY 12804, (518) 586-6370 INSTALLER: GONZALEZ & SONS 87 DELAVAN ROAD EAGLE BRIDGE, NY 12057. (518) 817-9424 290.10-1-16 RC-0279-2023 Asmat, Aroot 1023 Ridge Rd Garage alt & 3-season porch addition Wastewater Treatment Design QUALIFYING OPEN -BOTTOM GRAVELLESS CHAMBERS GRAVITY DISTRIBUTION PM1 Tax Map Number 290.10-1-16 1023 RIDGE ROAD QUEENSBURY, NY 12804 Vol I TOWN OF QUEENSBURY 4/2 0/2023 WARREN COUNTY GENERAL NOTES: 1.) Sanitary Facilities may be constructed only after a Town of Queensbury Building, Planning & Development Department "Permit to Construct' has been issued. 2.) These facilities shall not be placed in operation until a Town of Ballston Building, Planning & Development Department "Certificate of Completion" has been issued. Contact the designated Town of Queensbury Building, Planning & Development Department representative regarding the procedures involved. 3.) There shall be no deviation from the sewage system plans during construction Without prior approval of a licensed design professional (LDP is an Engineer, Exempt Surveyor, or Architect, licensed to practice in the State of New York), and the ToWn of Queensbury Building, Planning & Development Department. Any significant sewage system modifications must be approved in Writing prior to implementation. 4.) This system is designed for a 4 bedroom house. It is NOT designed to allow installation of a food disposer. 5.) No roof, floor, footing, cooling system, or Water softener backwash drains ore to be connected to this system. All such discharges are to be directed away from the absorption field as shown on the plans. 6.) Prior to excavation, consult the Underground Focilities Protective Organization. 7.) Electrical equipment installed in accordance With this plan must be compliant With the NYS Uniform Building Code. SEWAGE SYSTEM NOTES: 1.) The materials specified on these plans, or equal, must be utilized unless alternates are accepted and approved in Writing by a LDP and the Town of Queensbury Building Department and the manufacturers' instructions for component installation. 2.) Proposed site groding shown on these plans is on integral part of the Town of Queensbury Building, Planning & Development Department plan approval. Any changes to the proposed groding affecting the Wastewater absorption area in any Way SHALL be approved by the LDP and the Town of Queensbury Building, Planning & Development Department prior to implementation. 3.) A LDP shall supervise system installation; certify that the construction followed the approved plan; furnish on "as built' plan; and apply to the Town of Queensbury, Building Planning & Development Department for a "Certificate of Completion." 4.) No existing or proposed Water supply or sewage treatment facilities are located Within 200 feet of the boundaries of this project except as specifically noted on the plan. 5.) No vehicular parking or traffic circulation shall be allowed on any portion of the completed sewage treatment system except as specifically provided for and noted on the plan. 6.) A copy of the approved plan, including "As Built' dimensions, shall be provided to the purchaser of the lot or house and to the Town of Queensbury Building Planning & Development Department. ABSORPTION FIELD PROTECTION: 1. The contractor shall protect the orea(s) Where the absorption system is to be constructed to preclude disturbance or compaction of the natural soil. Except as needed to install distribution piping, and spread topsoil and seed, no construction equipment is to run over the area and it is not to be used for material stockpiling or storage. Do not strip topsoil from the absorption area. FAILING TO FOLLOW THIS INSTRUCTION MAY RESULT IN THE SUSPENSION OF TOWN OF QUEENSBURY BUILDING, PLANNING AND DEVELOPMENT DEPARTMENT APPROVAL AND REQUIRE RETESTING OF THE IN —PLACE SOILS TO INSURE THAT THEY STILL MEET THE REQUIRED SYSTEM DESIGN PARAMETERS. SITE PREPARATION AND FILL PROTECTION: 1. Where absorption system area contains trees, cut and remove and cut stumps flush With grade. Cut other vegetation as close as possible to grade and remove. Leave roots in place. 2. Where absorption system area contains sod, plow area upslope With a double bottom plow or scarify lightly With teeth on the bucket of a light tracked machine. J. Place fill in 6" lifts, spreading fill from upslope edge and moving it into place using a light tracked machine. 4. Fill material shall be homogeneous With no stones larger than 4" maximum dimension. The permeability of the fill material shall be similor to the permeability of the underlying Soils. 5. Fill material With characteristics which may change significantly once stabilized (clay or silt containing materials) shall settle naturally for a period of at least 6 months including one freeze thaw cycle. Sand or sandy loam materials may be mechanically compacted in 6' lifts. 6. The LDP has perfromed at least two percolation tests in the stabilized fill prior to construction of the absorption trenches. REQUIRED INSPECTIONS: 1. SITE INSPECTIONS OF SANITARY FACILITY CONSTRUCTION SHALL BE CONDUCTED JOINTLY BYA THE REGISTERED ENGINEER AND THE DESIGNATED TOWN OF QUEENSBURY BUILDING /ZONING OFFLICAL AS FOLLOWS: a.) PRIOR TO BACKFILLING WASTEWATER DISTRIBUTION SYSTEM, I.E. TANK, DISTRIBUTIONBOX, ABSORPTION FIELD PIPING, PUMP OR SIPHON SYSTEM CALIBRATION. LOCATION C OF LEACHFI �`ccoft Dr L 1 40 I& F C ONSTRUCTION 4� =L SYSTEM. \10 1023 Ridge Rd,, Queensbury, NY 12804 3 vt meµ. Patchwork Passion Alt Shop SITE LOCATION — N.T.S. LEACHFIELD SIZING JUSTIFICATION.' Existing, about 70 years old 2 bedroom house, the bathroom fixtures of the old house has been updated with low -flow fixtures. The garage is being removed and a 2 bedroom addition will be added with low -flow bathroom fixtures and kitchen appliances existing at this property. Using ADS ARC Septic Leaching Chambers are a Qualifying Open -Bottomless Chamber. Using Table 6C, with a percolation rate in 2 perc tests with a largest rate of 1. 667 min/inches, use a pert rate of 5 min/inch. Column 1 of Table 6C requires a flow rate of 138 gallons per day with an application rate of 1.2 gallons/day/square feet. Therefore: Graveless Trench Products of Required Total Trench Bottom Area in square feet = Flow rate /Application rate 138 gallons/day /1.2 gallons/day/square feet = 115 square feet Therefore the contractor will use ADS ARC24 Chambers, with a capacity of 37.5 gallons and a storage length of 60 inches per chamber. Refer to detail on sheet 3 that shows the specifications for the ADS ARC24 Chambers. Therefore use 120 feet equivalent to 24 chambers. Use 8 lines of 3 chambers each will provide 120 feet of total trench. DESIGN OF LEACHFIELD IMPROVEMENTS WERE DESIGNED PER THE "RESIDENTIAL ONSITE WA S TE WA TER TREA TMEN T SYSTEMS DESIGN HANB0OK, BY NYS DEPARTMENT OF HEAL TH, 2012 EDITION" Using Tables 4 & 6C EXISTING OUTLET PIPE — EXISTING 1,000 SEPTIC TANK, SEE DETAIL ON SHEET 3. 342 340 338 336 334 ORIGIONAL GRADE - PROPOSED 314" TO 7 1/2'° SIZE AGGREGA TE IN724"Z " DEEP TRENCH AND WIDE 4"ADS SEPTIC PIPE A T A SLOPE OF 2% —7 6' TYP. `-------PROPOSED 12" OF TOPSOIL � 10 20 30 40 5060 i �(n ZM �M ZM �M ZcM �� Z� �M ZM �M ZcM Q ZM Zc�j TOWN/COUNTY SIGN OF APPROVAL 338 PROPOSED ADS ARC24 CHAMBER (TYP.) 336 BURLAP NET BARRIER 334 (TO PREVENT ROOT GROWTH INTO MOUND WHILEALLOWING WATER TO SEEP THROUGH) SECTION B-B: OPEN BOTTOM GRAVELLESS CHAMBER GRAVITY DISTRIBUTION SEWAGE SYSTEM Scales, I" = 10' Hor, I" = 2' Ver 4 ADS SEPTIC PIPE AT A 15' OF ADS ARC 24 CHAMBERS SLOPE OF 2 % - A TA SLOPE OF 1132 INS CARTRIDGE LL 4'X18"2A W/SC EL FILTER 40 D B 0 L_J EQUIVALENT 10 20 0 00 00 CM CM Z Z &LOCATION MAP, WASTEWATER TREATMENT NOTES, & CROSS -SECTIONS 2D.T.H. `30 40 50 60 70 80 90 100 110 120 130 J M M � � M M M Z Z Z Z SECTION A -A: OPEN -BOTTOM GRAVELLESS CHAMBER GRAVITY DISTRIBUTION SEWAGE SYSTEM Cobble Court Engineering PLLC 511 Walnut Drive Clifton Park, NY 12065 Phone # (518) 956-1282 dckengnypa@outlook.com DANIEL C. KAUFMAN NYS P.E. #086813 WARNING: IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY ANY PLANS, SPECIFICATIONS, PLOTS OR REPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED. OWNER: KHUREM GONDAL 1023 RIDGE ROAD QUEENSBURY, NY 12804, (518) 586-6370 INSTALLER: GONZALEZ & SONS 87 DELAVAN ROAD EAGLE BRIDGE, NY 12057. (518) 817-9424 EXISTING GRADE Wastewater Treatment Design QUALIFYING OPEN -BOTTOM GRAVELLESS CHAMBERS GRAVITY DISTRIBUTION Tax Map Number 290.10-1-16 1023 RIDGE ROAD QUEENSBURY, NY 12804 TOWN OF QUEENSBURY WARREN COUNTY P02 Vol 4/20/2023 M NOTES 1. Pipe Joints tot asaW with aqmalfic moarlal or equlvWsint, 2, [TWPA eevauwls of all ouoe4 pipes must be ewal. Use of INLET flow equalization devices is recommended. 36 The pipe from the septic tank to the dIsUlbution box Inlet. slopod at km- t I M" pw [tit - 9mvity, 4, The slope of outlet header pipes) lbetvveeri ft distribution box and distributor laterals stiould be at least -T__R7J 1132" W fool. 5. Baffle required for Slpfton or automatic dosing or it Inlet CONCRETE, PLASTIC ORV pi I Pe' slope exceeds 117 per Ibot, FIBERGLASS y 6. Baffle can be built in of a pipe elbow or tee ("T). PLAN VI EW 7- The boxes shall be Iristalled In confofmama *ft mariula,0 urera insUixtions.. TO PREVENT FREEZING, SLOPE PIPE TO DRAIN BACK TO PUMP STATION OR DRAIN TO DISTIRIBUTION BOX oR PRoPERLY iNsurLATE LOCATION STAKE LOCATION STAKE ----------- 12" MAX, REMOVABLE COVER IT MAX REMOVABLE COVER TYPICALLY 1-1 t22" INVERT TEE OR I INLET BAFFLE. INVERT = PIPE ELEVATI iELBOW ELEVATION T MIN. OUTLET U LEI 0 0 'T INLET T MIN, Ir ------ 0 IL MIN. 2- MIN, r MIN- 9AIND, PEA 6RAVI- L A GRAVEL CLEAN,CLEAN SAND, PE OR, AGGREGATE (14-1412*) TYPICALLY 12"+J- AGGREGATE (&4-140) PUMPED SECTION VIEW SECTION VIEW (WITH OP710MAL -T- OR ELBOW) mm; BAFFLE MAY BE REPLACED BY'A PVC TEE (-r) OR EU30W FIGURE 10: DISTRIBUTION BOX DETAIL AD$, Inc. Drobwe Handbwk Spec*otfam # 1-46 M ADS ARC' SEPTIC LEACHING CHAMBER. SPECIFICATIONS Scope Th.is specftation detscabes. " Aac charribeir Liftits for Lirte ift brlSito wast&lffater disposai appkaliorts.. Chaniber Requirements Arc- d-amb&m are marrufadL#edirom Ng"einsilly pcidyallNene% with an open bottom, st4fid lop and IlDuvwed SOIL BACKFILL silo w s. Sirewafl louvers shall b* dsign to rwnimlZe toill iAtfugiW_ Chamber Sli Meet the load rating of H-111 0 (16,000 lb per axle) with a ftnirinurn of 12 iM&AS of rover W14§n lw.tad in at=rdance with IAF%t0 PS 63 aind installed in accotdarm� with manufacturem W%tafiallion PrOcadi.lres. VOID SPACE Chamber CGrinesticyn CHAMBER UNIT Ea& Chiambtf shall interloCk vAth an integral atbetdaling, joint. AtficiAalling joints shall haw a free range of hewizatritaLf 0laWnof 20 d6grees- vAth a r1liaxWnuriq of 10 degreitg in der djreclioq. ArticLitaling joint shiA be 00instrucled by placing 9* dorm vAh engagingknip&le of the inc o -rig chamber ovef ttl pit end of the previously-irniall@d Chamber. Material propeities Ea& eltarnbef -0all to mamgaeAutad koirn ffigh-deftt4 potvelhylene as defined and described in JAPMO PS 63. USE -ABLE SOiL Installation I - 80 MWTES PER INCH PERMATION MTE Ingtallatiw,ghalt be in a=rdance With ADS installation procedures a-% wag as at slat's and focal health depa*rt"l reguillab". Arc ill Am' ZA AM M Arc 36 S+C 4t. 36 LP L"th fAJ, 67 in 67 n 63 In E3 in 63 in Repeal Loop 9) W in EG ri Eel in rA in EC in SM wal H04" (a) TJ In 7 sin 7.13 In 111.75 in 5-5 in c,,M2tHeim ('11 U In 12 in 13 In 'M in a in OWWA vidt, P) 16 M 22.5 in 34 in 34 in 34 in Capacity 3.42 m rt 5,02,tu rt f37.5 W 8 CU ft M-1 400 111.7 CU ft fw 0) 520 M t Va4 9,an P Oki otra" y 13S &1 untgn 120 &b3inhws M chwber% 60 cha-tars 80charnben Truk Lcad Cu~ I G pataLs Is, p2dieft 24 P2112M 24 PaGem 24 Paul& GROUNEY01ATER BEDROCK OR RAPEFNEMILE SOIL NOIES-1 1. Giravalless absomplice ay&4&n products thitil be installed in cmdomume wig manuractufers klabitabill 2. The! goavelem b(ench Wwstalls thaM be Separated by a Wfmirhuffl Of 4 leet 3. All WarMless brendift Milli oftqual knglh. I I 'End C4�psaw md" ftrk to ad PAW qu alfft P08 T 6440 MUH RECaMG AREA t E A DOME EF40 MTH w4ucr,LE, 0 ADS, Inc., N!Iarch 1-6 WASTEWATER TREATMENT DETAILS P.3 D.T.H. TRENCH BOTTOM I FIGURE 20: EXAMPLE OPEN - 801'TOM GRAVELLESS CHAMBER I Cobble Court Engineering PLLC 511 Walnut Drive Clifton Park, NY 12065 Phone # (518) 956-1282 dckengnypa@outlook.com DANIEL C. KAUFMAN NYS P.E. #086813 WARNING: IT ISAVIOLATION OF NEW YORKSTATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER IN ANY VIAY ANY PLANS, SPECIFICATIONS, PLOTS OR REPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED. ii WaNNO fa%SA 170- kiik� tF CUTUI OuL�T ififtAb JUN ( 1112, X11-7 111111116 lid" b"Ukr TS C 991111111111 IN 0"-T AD& UpLow- bwLIL &VIM&N FM 01111111AM IN, PLOAS 11115000;6W 96 17 ome V 4- Vft IL16 L W= -------------- At Will. Will. ,f f&N ill li fil�j W_ tro.;NAM son% umffma"i:6 PJP*fi*- rF I0 U RE & ry, P P-_ AL SEP PC TAW UNLESS THIS DRAWING IS SIGNED A SEALED BY LICENSED PROFESSIOt ENGINEER, IT IS A PRELIMINARY DES AND SHALL NOT BE USED FOR CONSTRL TOWN/COUNTY SIGN OF APPROVAL A00VENWIRE FENCE SYMBOL ,1MIN, t4C%AkJG1E I IV' W1 FAAX gwWESH 10 MAX C. TOC. SPAZJNGI 777 36' MIN LEfilIGTH FENCE - POSTS DRrV EN 'M.11N. I• IV IN TO CA'O LA%U, H11EK3H`TOF FILTER 60 WN. PERSPE-CTIVE 'VIEW 31r kM. FENCE POST VKWEN WIFiE FEIWZE (kOW 14 U2 GAX3E kWMAX. 6' IWESIMSPACANG) WITH FILTER CLOTH FLOW UNDISTURBED GROUND DOWIPACMD SOL EMBISD FILTER CL-07H --- 00 167AN- A IM OF 4? IN CFbDLND, CONSTRUIC`X�l ION SPECIFICATIONS L WOVEN WRE FENCE TO BE FASTENED SEC LIFIELY TO FENCE POE TSWITH WIRET-M 'OR STAPLES, POSTS SHALL BE S TE EL EITHER wr OR OILF TYPE OR, HAR C-Waon. Z FILTER CLOTH TO 13E TO BE FASTEWED SECAAtELY TO WOVEN WIRE FE-W-E WITH TIES SPACED EVERY 2ir AT TCF3 AhD MID SECTICK FW- EE SHALL BE WOVEN WWAF_ 4rU1X3IId11M MESH CYPE.NNG. '-I'EN T#VGSECTX)NS OF FIL TER C4.07H ADJOIN EACH OTI-ER THEY SHALL BE OVER- LAPPED By EX INC*ES AND FOLDED FILTER CLOTH SHALL BE En -PER FILTER _X MIRAFI 1011X STABR-INKATUOUnRAPPF4CAWEDURMLF-NT. 4 PREFABRICATED UNITS SHALL BE GEOFAR EWRDFENCE. OR Af'FfqLV#JE]3 EOUNAILIENT S MAJNTEMV9CJE SHALL BE P1ERF0:bMD AS NEEDED AND WATEMAL REMCNED 'BILLGES' CIEVELOP IN THE SILT FENCE "TED FAQQ DETALS PfUjoiDED en, L60A - Nw-s t4EW YOW STATE "ARTMEmT OF Imo' m§"TAT i Lv%i STATE DEPAR TWENT iY E Nvil"*oENTAL CZN8 EfrWA T-Cw NEYY YOW -8 SILT FENCE, mEYo VDft STATE SOL A WATER CtR4�ERVAT" -Ce_AWJTEE r 6 DE TAIL 4 2011�) SILT FENCE �i 17-AL-Ei: W; T T 0 tiCAf_ OWNER: Wastewater Treatment Design KHUREM GONDAL QUALIFYING OPEN -BOTTOM GRAVELLESS 1023 RIDGE ROAD CHAMBERS QUEENSBURY, NY 12804.(518) 586-6370 GRAVITY DISTRIBUTION Pm3 Tax Map Number 290.10-1-16 INSTALLER, 1023 RIDGE ROAD GONZALEZ & SONS QUEENSBURY, NY 12804 Vol 87 DELAVAN ROAD, EAGLE BRIDGE, NY 12057r (.r-- 8) 817-9424 TOWN OF QUEENSBURY 4/20/2023 WARREN COUNTY 4 N 100' WETLAND BUFFER LINE TYPE OF WETLAND: RIVERINE REGULATION: 830-513 STANDARD: AA(T) CLASSIFICATION: AA S � i ;3 yy vT� z 4 z TOWN/COUNTY SIGN OF APPROVAL n^4 �( 6 eyNy FF1LE t�OPY , xxx EXISTING CONTOURS PERCOLATION AND DEEP HOLE DECOMMISSION NOTE. XXX PROPOSED CONTOURS TESTING WAS PERFORMED BY PROPOSED SEPTIC DANIELC. KAUFMAN P.E. &CHRIS TO BEDECOMM/SSONEDBYALICENSED NYS SEPTICSTSTEMCLEANOUTCOMPANY. DESIGN LAYOUT PERCOLATION TEST RESULTS GONZALEZ ON 1/5/2023 THE D-BOX WILL BE EXPOSED AND THE EXISTING PIPES TO THE LEACHFIELD WILL BE SCALE:. 1" 20' Perc Hole# Depth in inches Stabilized Rote Per Inch of Water Absorbed Percolation Rate Class 1 48" 1. 717 I „ TO 5" 2 48" 1. 5" If' TO 5" DEEP TEST HOLE RESULTS TEST HOLE NO. 1 WASTEWATER TREATMENT DESIGN LAYOUT & SEPARATION DISTANCES TO NEIGHBORING PARCELS P.1 D.T.H. Cobble Court Engineering PLLC 511 Walnut Drive Clifton Park, NY 12065 SHEET INDEX Phone # (518) 956-1282 -.-_ - -- dckengnypa@outlook.com pi 1 TREATMENT DESIGN LAYOUT & SEPARATIONDISTANCES DANIEL C, KAUFMAN NYS P.E. #086813 1WASTEWATER 4EIGHBORING PARCELS WARNING: TWATION MAP, WASTEWATER TREATMENT NOTES' & CROS IT IS A VIOLATION OF NEW YORK STATE 1 'SECTIONS EDUCATION LAW FOR ANY PERSON, UNLESS TEWATER TREATMENT DETAILS S ACTING UNDER THE DIRECTION OFALICENSED P.2 LoC PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY ANY PLANS, SPECIFICATIONS, PLOTS OR P13 WA%( REPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED. RESULTS 1 0" - 8" LOAMY FINE SAND 8" - 28" SAND 28" 60" SAND DEPTH TO WATER TABLE IS 80" DEPENDING ON SEASONAL RAINFALL ACCORDING TO THE WEB SOIL SURVEY PRODUCED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE. REVISIONS UNLESS THIS DRAWING IS SIGNED AND SEALED R, IT IS A PRELIMINARY DESIGN A LICENSED PROFESSIONAL ENGINEER, OWNER: KHUREM GONDAL f NC �l 1023 RIDGE ROAD QUEENSBURY, NY 12804, (518) 586-6370 NLU 0868A ESS1�' DECOMMISSEDNED PER NYS DEPARTMENT OF HELATH GUIDELINES. THEN THE EXISTING PIPES WILL BE PLUGGED SO NEW WASTEWATER IS NOT RELEASED INTO THEM. 6 NEW PIPES WILL BE CONNECTED TO THE D-BOX TO TRANSPORT WASTEWATER TO THE PROPOSED LEA CHFIELD. AND SHALL NOT BE USED FOR CONSTRUCTION INSTALLER: GONZALEZ &SONS 87 DELAVAN ROAD EAGL E BRIDGE, NY 12057, (511) 817-9424 290.10-1-16 RC-0279-2023 Asmat, Aroot 1023 Ridge Rd Garage alt & 3-season porch addition Wastewater Treatment Design QUALIFYING OPEN -BOTTOM GRAVELLESS CHAMBERS GRAVITY DISTRIBUTION Tax Map Number 290.10-1-16 1023 RIDGE ROAD QUEENSBURY, NY 12804 TOWN OF QUEENSBURY WARREN COUNTY P .1 Vol 4/20/2023 GENERAL NOTES: 1.) Sanitary Facilities may be constructed only after a Town of Queensbury Building, Planning & Development Department "Permit to Construct' has been issued. 2.) These facilities shall not be placed in operation until a Town of Ballston Building, Planning & Development Department "Certificate of Completion" has been issued. Contact the designated Town of Queensbury Building, Planning & Development Department representative regarding the procedures involved. 3.) There shall be no deviation from the sewage system plans during construction without prior approval of a licensed design professional (LDP is an Engineer, Exempt Surveyor, or Architect, licensed to practice in the State of New York), and the Town of Queensbury Building, Planning & Development Department. Any significant sewage system modifications must be approved in writing prior to implementation. 4.) This system is designed for a 4 bedroom house. It is NOT designed to allow installation of a food disposer. 5.) No roof, floor, footing, cooling system, or water softener backwash drains are to be connected to this system. All such discharges are to be directed away from the absorption field as shown on the plans. 6.) Prior to excavation, consult the Underground Facilities Protective Organization. 7.) Electrical equipment installed in accordance with this plan must be compliant With the NYS Uniform Building Code. SEWAGE SYSTEM NOTES: 1.) The materials specified on these plans, or equal, must be utilized unless alternates are accepted and approved in writing by a LDP and the Town of Queensbury Building Department and the manufacturers' instructions for component installation. 2.) Proposed site grading shown on these plans is on integral part of the Town of Queensbury Building, Planning & Development Department plan approval. Any changes to the proposed grading offecting the wastewater absorption area in any Way SHALL be approved by the LDP and the Town of Queensbury Building, Planning & Development Department prior to implementation. 3.) A LDP shall supervise system installation; certify that the construction followed the approved plan; furnish an "as built' plan; and apply to the Town of Queensbury, Building Planning & Development Department for a "Certificate of Completion." 4.) No existing or proposed water supply or sewage treatment facilities ore located within 200 feet of the boundaries of this project except as specifically noted on the plan. 5.) No vehicular parking or traffic circulation shall be allowed on any portion of the completed sewage treatment system except as specifically provided for and noted on the plan. 6.) A copy of the approved plan, including "As Built' dimensions, shall be provided to the purchaser of the lot or house and to the Town of Queensbury Building Planning & Development Department. ABSORPTION FIELD PROTECTION: 1. The contractor shall protect the areas) where the absorption system is to be constructed to preclude disturbance or compaction of the natural soil. Except as needed to install distribution piping, and spread topsoil and seed, no construction equipment is to run over the area and it is not to be used for material stockpiling or storage. Do not strip topsoil from the absorption area. FAILING TO FOLLOW THIS INSTRUCTION MAY RESULT IN THE SUSPENSION OF TOWN OF QUEENSBURY BUILDING, PLANNING AND DEVELOPMENT DEPARTMENT APPROVAL AND REQUIRE RETESTING OF THE IN —PLACE SOILS TO INSURE THAT THEY STILL MEET THE REQUIRED SYSTEM DESIGN PARAMETERS. SITE PREPARATION AND FILL PROTECTION. 1. Where absorption system area contains trees, cut and remove and cut stumps flush with grade. Cut other vegetation as close as possible to grade and remove. Leave roots in place. 2. Where absorption system area contains sod, ploW area upslope With a double bottom plow or scarify lightly With teeth on the bucket of a light tracked machine. 3. Place fill in 6' lifts, spreading fill from upslope edge and moving it into place using a light tracked machine. 4. Fill material shall be homogeneous With no stones larger than 4" maximum dimension. The permeability of the fill material shall be similar to the permeability of the underlying Soils. 5. Fill material With characteristics which may change significantly once stabilized (clay or silt containing materials) shall settle naturally for a period of at least 6 months including one freeze thaw cycle. Sand or sandy loom materials may be mechanically compacted in 6' lifts. 5. The LDP has perfromed at least two percolation tests in the stabilized fill prior to construction of the absorption trenches. REQUIRED INSPECTIONS: 1. SITE INSPECTIONS OF SANITARY FACILITY CONSTRUCTION SHALL BE CONDUCTED JOINTLY BYA THE REGISTERED ENGINEER AND THE DESIGNATED TOWN OF QUEENSBURY BUILDING /ZONING OFFLICAL AS FOLLOWS: a.) PRIOR TO BACKFILLING WASTEWATER DISTRIBUTION SYSTEM, I.E. TANK, DISTRIBUTIONBOX, ABSORPTION FIELD PIPING, PUMP OR SIPHON SYSTEM CALIBRATION. ,oft Dr ,Jew. t IV LOCATION OF CONSTRUCTION�� OF LEACHFIEL SYSTEM. 1023 Ridge Rd, ; Queensbury, NY 1i804 LEACHFIELD SIZING JUSTIFICATION: Existing, about 70 years old 2 bedroom house, the bathroom fixtures of the old house has been updated with low -flow fixtures. The garage is being removed and a 2 bedroom addition will be added with low -flow bathroom fixtures and kitchen appliances existing at this property. EXISTI OUTLE PIPE Using ADS ARC Septic Leaching Chambers are a Qualifying Open -Bottomless Chamber. Using Table 6C, with a percolation rate in 2 perc tests with a largest rate of 1.667 min/inches, use a perc rate of 5 min/inch. Column 1 of Table 6C requires a flow rate of 138 gallons per day with an application rate of 1.2 gallons/day/square feet. Therefore: Graveless Trench Products of Required Total Trench Bottom Area in square feet = Flow rate /Application rate 138 gallons/day /1.2 gallons/day/square feet = 115 square feet Therefore the contractor will use ADS ARC24 Chambers, with a capacity, of 37.5 gallons and a storage length of 60 inches per chamber. Refer to detail on sheet 3 that shows the specifications for the ADS ARC24 Chambers. Therefore use 120 feet equivalent to 24 chambers. Use 8 lines of 3 chambers each will provide 120 feet of total trench. DESIGN OF LEACHFIELD IMPROVEMENTS WERE DESIGNED PER THE "RESIDENTIAL ONSI TE WASTEWATERTREATMENT SYSTEMS DESIGN HANBOOK, BY NYS DEPARTMENT OF HEALTH, 2012 EDITION" Using Tables 4 & 6C ORIGIONAL GRADE PROPOSED 314 " TO 1 112" SIZE AGGREGATE IN A 18" DEEP TRENCH AND 24" WIDE 0 6' TYP. 10 20 20 40 501 60 Q� co QC co 0� M Et CO CC M M M M Z M Z M Z M Z M Z Z M Z M Z M PROPOSED 121FOF TOPSOIL TOWN/COUN" ----- PROPOSED ADS 338 ARC24 CHAMBER (TYP.) 336 BURLAP NET BARRIER 334 (TO PREVENT ROOT GROWTH INTO MOUND WHIL E A L L 0 WING WATER TO SEEP THROUGH) SECTION B—B: OPEN BOTTOM GRAVELLESS CHAMBER GRAVITY DISTRIBUTION SEWAGE SYSTEM Scales: I" = 10' Hor, I" = 2' Ver A r ee 4"AIDS SFPTI(' PIPF AT A 15' OF ADS ARC 24 CHAMBERS W. EXISTING 1,000ZZ SEPTIC TANK, ' SEE DETAIL ON SHEET 3. u SECTION A —A: OPEN —BOTTOM GRAVELLESS CHAMBER L Patchwork Passion = t 5 Quilt Shop GRAVITY DISTRIBUTION SEWAGE SYSTEM Scales: 1 " = 10' Hor, 1 " = 2Ver SITE LOCATION — N. T. S. LOCATION MAP, WASTEWATER TREATMENT NOTES, &,-CROSS -SECT_I'IONS D.T.H. Cobble Court Engineering PLLC -_ UNLESS THIS DRAWING IS SIGNED AND - 511 Walnut Drive REVISIONS SEALED A LICENSED PROFESSIONAL � ENGINEER,R, IT IS A PRELIMINARY DESIGN OWNER: Clifton Park, NY 12065 Phone (518) 956-1282 AND SHALL NOT BE USED FOR CONSTRUCTION KHUREM GONDAL F # dckengnypa@outlook.com �, �; ,, 1023 RIDGE ROAD DANIEL C. KAUFMAN NYS P.E. #086813� 11 o f<p QUEENSBURY, NY 12804, (518) 586-6370 WARNING;, IT IS A VIOLATION OF NEW YORK STATE INSTALLER: EDUCATION LAW FOR ANY PERSON, UNLESS' ACTING UNDER THE DIRECTION OF A LICENSED ' m '� GONZALEZ & SONS PROFESSIONAL ENGINEER, TO ALTER IN ANY ° ' 87 DELAVAN ROAD WAY ANY PLANS, SPECIFICATIONS, PLOTS ORs> EAGLE— z BRIDGE, NY 12057. (518 817-9424 REPORTS TO WHICH THE SEAL OF PROFESSIONAL J ENGINEER HAS BEEN APPLIED. -- — - EXISTING GRADE wastewater i reatment uesgn QUALIFYING OPEN -BOTTOM GRAVELLESS CHAMBERS GRAVITY DISTRIBUTION IUL3 Kluurz KUHU QUEENSBURY, NY 12804 TOWN OF QUEENSBURY WARREN COUNTY 4/20/2023 OUTILETS NOTES; E' 1. Pipe Joints to bg sataled with asphaltasphalfic maWial or equIvalont. 2, kwed alevations of all outlet pipes must be mil. Use of INLET flowequalbmition devices is recommended mended 3, The pipe fmm ft sepft tank to the distribution box inlet sloped at heast i M" Fes+` kat - gra- 4,, The ;Tape caf pipes) beWmen the distribution faux and distributortsterals: should be at host 1132" per loot. y y b. f squired for siphon or autorriatio dosing or it Intel CONCRETE, PLASTICR pq@e slope ex 1Z per W. FII� 6. Baffle can be built in or a pipe elbow or tee ("T`). PLAN VI 7- The toes shall be ins%lilad In nfoiiman with manulletur is in ions_ TO PREVENT FREEZING, LOPE PIPE TOE DRAIN BACK TO PUMP STATION OR Ili TO DISTRIBUTION BOX OR PROPERLY.wswn LOCATION STAKE LOCATION STAKE 12" MAX. FEE ABLE COVET 12* MAX. Ef VABLE COVER TYPICALLY t!A - HI TEE OR INVERT INLET f BAFFLE INVERT PIPE 2;. IN. ELEVATION ELBOWELEVATIt7�# INLET - 14w.0 ET -I- I O 12" IN "MIN. MIN. CLEAN BAND, KA t;WEL OR CLEAN SAND REA ORRVEL, OR AGGREGATE (N4-4-117) AGGREGATE ( 4-1-112-) TYPICALLY ILY 12"+1. PUMPED SECTION VIEW SECTION view(WITH OPTIONAL "T" OR ELBOW) FFLE MAY BE REPLACED BY A PVC TEE ) DR ELBOW 1, FIGURE 10: DISTRIBUTION BOX DETAIL. ADS ARC T SE,PTIC LEACHING CHAMBER SPECIFICATIONS I Cop I This specie' icati0n describes ,ter c"Mber sinks for Lgge in onsft waMewater disiposall ap afio . a� ' Chamber Requirement Art charribers are rrianuFadLvad from hilt -terms pollyellhylene Mth an open butt , solid top and louverad SOIL BACKFILL Weiwajils. Sittevarah louvem sba1il be do -signed to rNri Mize sed iintrtAlm. Chamber shad meet the load ratirxg of H-10 (16,00D lb per axles) with a rniir'ti' uM of 12 inChft of coww wtien ,ested in accordance witb tAPI? O PS: 83 and instaiied in accordance with mwufacturers kmtalaliorr procedures. VOID SPACE Chamber Cdrr��ct.ir�rt �GHAh4HER UNITE chamber shall inter r an Integral tire' pint. hire h a, range 61 t Of 10 d r In d ct.�atir . joinit shall b st c#gd ptatirtg~o degrees, des _ erg ' g IrrtL i Ie off It irk , c twat the: post d Of the previous +-installed cf`ia ra I Material PrGpefties NOTH- Each Clamber shall be manufactuted from �5 iI--d r V l i as and described i 1AdPM0 PS fl�E l (� BOTTOM 63. Instaliati r USEABLE SOLL - 80 MMUTES PER INCH PERCCLATION RATE, Installaitiw shalt be, in accOirdance, with ADS insfaRation, proOactures af. "I as aft :state and local heatth dada I ri Uationis. i M I R 35 : 36 HC Art 3G LP t 5 L&MU1 IAI 67, Jn 67 Ga i1 &3 i1 in i t,.ark7 , m so .t 06 M win SO in rats to sie'x'aat Hlign IS) 7.7in 7.SIn 7.13 In r6.-75In &§in 0&ral Hw (c1 12 in! 14 in t31n IM In s hn U. arafl II&M. P1 6b 2 .5 in 9a ,Jn 34 i3 34 to a> cap12ssa 3-42 zu• R 2LO 5.I32.Lu ■ E • R' I .1 ) id.7 ft, IN 2LO sw ai t 4414.: U Part iva fily Ss1:17-amban 120 dtarnb= 90 tears Ea efranitlem Truck Load Cuafli*' is palms 1E Pa eft 24 P -Z 26 P Pallets 0 ADS, the-, March 2020 1-6 WASTEWATER TREATMENT DETAILS P.3 D.T.H. 1_ Grayeftsi prCittuds 11W be hitaled in 2- The- u0 t:y ak InAi u t 014 Wit'- 31. Al W - ksS r be 6f eqt Sd W41'1. FIGURE 20: EXAMPLE OPEN - BOTTOM GRA 'ELLESS CHAMBER BER 14, Cobble Court Engineering PLLC 511 Walnut Drive Clifton Park, NY 12065 Phone # (518) 956-1282 dckengnypa@outlook.com DANIEL C, KAUFMAN NYS FIE #086813 WARNING, IT IS AVIOLATION OF NEWYORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY ANY PLANS, SPECIFICATIONS, PLOTS OR REPORTS TO WHICH THE SEAL OF APPLIED, ENGINEER HAS BEEN AP UNLESS THIS DRAWING IS SIGN AND SEALED BY A LICENSED PROFESSIONAL ENGINEER, IT IS A PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION coif NCl,V Ik I ` 1 OWNER: KHUREM GONDAL 1023 RIDGE ROAD QUEENSBURY, NY 12804, (1r18) 586-6370 INSTALLER: GONZALEZ & SONS 87 DELAVAN RO�.D EAG'L r- nnlnnr KIV 17C1r,7 (OR) R17-QA?,d TOWN/COUNTY SIGN OF APPROVAL i Wastewater Treatment Design QUALIFYING OPEN -BOTTOM GRAVELLESS CHAMBERS GRAVITY DISTRIBUTION Tax Map Number 290.10-1-16 1023 RIDGE ROAD QUEENSBURY, NY 12804 TOWN OF QUEENSBURY WARREN COUNTY Pm3 Vol 4/20/2023 Cobble Court i i PLLC 5hh Walnut Drive, Clifton Park, NYh2O65 Pli0me 9 /510\ 956-1202 Email address: dcl<emgmypa( 0u10ok.comm Date: July 24, 2O24 Attn: Department of Code Enforcement ofC}ueensbury, Building Pernoit#: RC-0279-2023 Kate Deck Department of Code Enforcement of Town ofC}ueensbury 742 Bay Road C}ueensbury, NY128O4 (518) 761-8256 As-Built Septic System Construction Certification SITE LOCATION: 1023 Ridge Road, Qummnsbury, NY12804 KhurmrmGondm| Job Number: 1023 Ridge - 1 Jurisdiction: Town ofC}ueensbury Attn: Building Official This is to certify that the septic system located at 1023 Ridge Road in the Town of{}ueensbury, Warren County, New York was designed by me in accordance with the "Residential [)naite Wastewater Treatment Systems Design Handbook" by the New York State Department of Health, 2012. The design daily flow rate is 138 gallons/day /1.2ga||ons/dav/square feet = 115 square feet Therefore, the contractor used ADS ARC24 Chambers, with a capacity of 37.5 gallons and a storage length of 60 inches per chamber. Refer to detail on sheet 3 that shows the specifications for the ADS ARC24 Chambers. Therefore, he used 120 feet equivalent to 24 chambers. Use 8 lines of 3 chambers each will provide 12O feet of total trench. | further certify that | am personally familiar with the actual site conditions and in consideration of those conditions was designed in compliance with the current Appendix 75A of the NYS Department of Health Wastewater Treatment Standards — Residential Onsite Systems. | further indicate that the system was inspected at the time of construction, May 15, 2024, by noyse|f, when the system components were installed and partially baokfi||ed and | had personal knowledge that it was constructed substantially in compliance with the design. | further indicate that there were no field conditions during construction that I am aware of, which deviated from the conditions observed at the time the system was designed. I further certify that I inspected the septic system including the septic tank, distribution box and the tile field prior tobaokfi||ingon May 15, 2O24. At the time of the inspection. The majority ofthe Cobble Court Engineering PLLC 511 Walnut Drive, Clifton Park, NY 12065 Plione 9 (518) 956-1282 Email address: dcl<engnypa( outlook.com components were open for inspection. There was no attempt to verify the depth of any backfill material or the grades of piping. The system needs to be backfilled, top soiled and seeded. It is a violation of NY 7209for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation "altered by- with his seal, signature, date of alteration, and description of the alteration. If you have any questions regarding this certification letter, please feel free to contact me. Sincerely, Digital Signer:Daniel C. Daniel Kaufman P.E. 1 41 DN:C=US, E-�ken9 ny,@ou1l,k,,m, ............ f""j Kaufman O=Cobble Court Engineering e PLLC,CN=Daniel C.Kaufman P.E. P.E. Date 711512024 09 05 53- x", J, 0400 A,, Daniel C. Kaufman, P.E. NYS License #086813 2 1 P a &, c .................. 01W A/ A/ ®rm, M VE 6W TOWN/COUNTY SIGN OF APPROVAL oil v J10 or N", la, 105 Vol' f) WW", x�' M 'TP, 0 2 0, 011 a/m/n/m/s/ wx Illy dlmf W/ffi// mr/ y?" re 40400// b" M N WOR/ _2111/ BeIll, IT INs rAILLED A 100' WETLAND BUFFER LINE N 4500 GIALLON op iarrr 0L L.LUI 1 '00 RBERGLASS 'X )N &KISTING 'FA Iq K E 10111ANK, "'/////" ' `,/CON1_,^,III PTICTANi(w/ WITH v -rAl L D t:I A U N 1"84' or RISERS H E;q"3 INLET INV`,"33/b 101 0/010// UTLET INV. 337.8' @ N/ jI HE LINE eS, Sit P 50% RE&LHVL AREA ENO PIPE PIPE OPE TYPE OF WETLAND: RIVERINE X REGULATION: 830-513 In INSTALLED A 1500 GALLO 27 4701 FIBERGLA"jANK W/ 1' TALL STANDARD: AA(T) RISERS EXISTING 500 GALLON CLASSIFICATION: AA INSTALL11SILTFE-67 CONCRIETJ� S EPTIC',Tjjjjj�,/,N K SEE DETAIL ON D E TAE'C ,_RISER� ,;S S I'M SHEET 3. INLET I 0 U T L N 4" 1 j/ TA R IP j ENT x is SLOPE 100 All "M "A j E X I S T I N G L EAIC H F I E,4/0 . .....- PH1'9 5', D E �q S 5§ (R,,E F E R T 0 BT EL4 I�l��qmw 01 _11 FRI/ /F FJJ r THIS SHEET IBM, a/Fir DETAIL ON SHEETP. J, )NLET V 336,6' .......... OUTLET INV 336.4' 001) jjjj MKIF"j, IF/ OF M in", n/m/s/ MR/I 0 0/10/5 L I M21 FE M JIM r 111110/oF j "po'lAy/ Vrg A, an "I'l""I'll""I'll'll""I'll""I.-I'llIll""."""""""'ll,'ll""I"ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""II.111,ll,'ll""I'll,",.",""""""'ll""I'll""I'll",'ll""I'll""I'l�'ll",ll,",,,,1,1,1,1,1,1,1,1,111........................................"I....................11.............................. IMPIN XXX EXISTING CONTOURS PERCOLATION AND DEEP HOLE DECOMMISSION NO TE.' PROPOSED SEPTIC XXX PROPOSED CONTOURS TESTING WAS PERFORMED BY TO BE DECOMMISSONED BYA LICENSED NYSSEPTICSTSTEM CLEANOUT COMPANY. DANIEL C. KAUFMAN P.E. & CHRIS DESIGN LAYOUT PERCOLATION TEST RESULTS GONZALEZ ON 1/5/2023 THE D-BOX WILL BE EXPOSED AND THE EXISTING PIPES TO THE LEACHFIELD WILL BE DEEP TEST HOLE RESULTS DECOMMISSEDNED PER NYS DEPARTMENT OF HELATH GUIDELINES. THENTHE SCALE 111 201 Perc Hole# Depth Stabilized Rate Per Inch Percolation TEST HOLE NO, RESULTS EXISTING PIPES WILL BE PLUGGED SO NEW WASTEWATER IS NOT RELEASED INTO in inches of Water Absorbed Rate Class THEM. 6 NEW PIPES WILL BE CONNECTED TO THE D-BOX TO TRANSPORT 1 0"- 8" LOAMYFINESAND WASTEWATER TO THE PROPOSED LEA CHFIELD. 48ff 1.7ff I ff TO 5ff 8"- 28"SAND 28'�- 60" SAND 2 48ff 1.5ff Iff TO 5ff DEPTH TO WATER TABLE IS 80" DEPENDING ON SEASONAL RAINFALL ACCORDING TO THE WEB SOIL SURVEY PRODUCED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE. WASTEWATER TREATMENT DESIGN LAYOUT & SEPARATION DISTANCES TO NEIGHBORING PARCELS P. 1 D.T H. Cobble Court Ongineering PLLC UN LESS TH IS DRAWING IS SIGN ED AN D 511 Walnut Drive REVISIONS SEALED BY A LICENSED PROFESSIONAL ENGINEER,IT IS A PRELIMINARY DESIGN OWNER: Wastewater Treatment Design Clifton Park, NY 12065 1'.)C�1< 6/15/24 Al'.A'. AS 1:: U I 1 11 1�114 1::::::0 AND SHALL NOT BE USED FOR CONSTRUCTION SHEETINDEX Phone # (518) 956-1282 KHUREM GONDAL QUALIFYING OPEN-BOTTOM GRAVELLESS dckengnypa@outlook.com 1023 RIDGE ROAD CHAMBERS P.1 WASTEWATER TREATMENT DESIGN LAYOUT & SEPARATION DISTANCES DANIOL C. KAUFMAN NYS P.O. #086813 1 QUEENSBURY, NY 12804, (518) 586-6370 GRAVITY DISTRIBUTION WARNING: Tax Map Number 290.10-1-16 TO NEIGHBORING PARCELS IT IS A VIOLATION OF NEWYORK STATE 47 A 0"t 'I 'll 1023 RIDGE ROAD 0, yv P.2 LOCATION MAP WASTEWATER TREATMENT NOTES, & CROSS-SECTIONS EDUCATION LAW FOR ANY PERSON, UNLESS INSTALLER: a /i/m/a/m/aiie ACTING UNDER THE DIRECTION OF A LICENSED QUEENSBURY, NY 12804 Vol PROFESSIONAL ENGINEER,TO ALTER IN ANY GONZALEZ & SONS P.3 WASTEWATER TREATMENT DETAILS WAY ANY PLANS,SPECIFICATIONS, PLOTS OR . ..... 87 DELAVAN ROAD REPORTS TO WHICH THE SEAL OF PROFESSIONAL EAGLE BRIDGE, NY 12057, (518) 817-9424 TOWN OF QUEENSBURY 4/20/202 ENGINEER HAS BEEN APPLIED. WARREN COUNTY LEACHF/ELD SIZING JUST/F/CAT/ON: E' TYP. PROPOSED 12rr OF TOWN/COUNTY SIGN OF APPROVAL GENERAL NOTES: Existing, about 70 years o/d 2 bedroom house, the bathroom fixtures TOPSOIL 1.) Sanitary Facilities may be constructed only after o Town of Queensbury Building, of the o/d house has been updated with low-flow fixtures. The garage Planning & Development Department "Permit to Construct" has been issued. is being removed and a 2 bedroom addition will be added with / 0 --2 7 _ �- 40 50 � 0 2.) These facilities shall not be placed in operation until a Town of Ballston low-flow bathroom fixtures and kitchen appliances existing at this Building, Planning & Development Department "Certificate of Completion" has property. been issued. Contact the designated Town of Queensbury Building, Planning& Development Deportment representative regarding the procedures involved. J.) There shall be no deviation from the sewage system plans during construction Using ADS ARC Septic Leaching Chambers are a Qualifying OR/G/ONAL GRADE without prior approval of a licensed design professional (LDP is on Engineer, Open-Bottomless Chamber. Using Table 6C, with a percolation rate PROPOSED ADS Exempt Surveyor, or Architect, licensed to practice in the State of New York), in 2 perc tests with a largest rate of 1.667 min/inches, use a perc rate 338 ARC24 CHAMBER and the Town of Queensbury Building, Planning&Development Department. Any significant sewage system modifications must be approved in writing prior to of 5 min/inch. Column I of Table 6C requires a flow rate of 138 (TYP.) implementation. gallons per day with an application rate of 1.2 gallons/day/square 4.) This system is designed for a 4 bedroom house. It is NOT designed to allow feet. Therefore: installation of a food disposer. 5_) No roof, floor, footing, cooling system, or water softener backwash drains are to be connected to this system, All such discharges are to be directed away Graveless Trench Products of Required Total Trench Bottom Area in 336 from the absorption field as shown on the plans. square feet= Flow rate/Application rate 6_) Prior to excavation, consult the Underground Focilities Protective Organization_ PROPOSED 314 rr TO 1 112rr 7.) Electrical equipment installed In accordance With this plop must be compliant 138 gallons/day/1.2 gallons/day/square feet= 115 square feet SIZE AGGREGATE IN A 18- with the NYS Uniform Building Code. BURLAP NET BARRIER SEWAGE SYSTEM NOTES: DEEP TRENCH AND 24" TO PREVENT ROOT Therefore the contractor will use ADS ARC24 Chambers, with a 334 1_) The materials specified on these plans, or equal, must be utilized unless WIDE alternates ore accepted and approved in Writing by a LDP and the Town capacity of 37.5 gallons and a storage length of 60 inches per GROWTH INTO MOUND of Queensbury Building Department and the chamber. Refer to detail on sheet 3 that shows the specifications for manufacturers' instructions for component installation. WHILEALLOWING WATER 2. Proposed site rodin shown on these plans is on integral port of the the ADS ARC24 Chambers. Therefore use 120 feet equivalent to 24 p g g g e N k k k k TO SEEP THROUGH Town of Queensbury Building, Planning&Development Department plan chambers. Use 8 lines of 3 chambers each will provide �20 feet of � � � � ) approval. Any changes to the proposed grading affecting the Wastewater O O O O Q) C) C) absorption area in any way SHALL be approved by the LDP and the Town total trench. c7 M M [)� M M M M co of Queensbury Building, Planning&Development Department prior to implementation. M M CO M M M M M J.) A LDP shall supervise system Installation; certify that the construction DESIGN OF LEACHF/ELD IMPROVEMENTS WERE followed the approved plan; furnish on "as built" plan; and apply to the DESIGNED PER THE "RESIDENTIAL ONS/TE Town of Queensbury, Building Planning&Development Department for a "Certificate of Completion." WASTEWATER TREATMENT SYSTEMS DESIGN HANBOOK, BY 4.) No existing or proposed Water supply or sewage treatmentfacilities ore located within 200 feet of the boundaries of this projectexcept as NYS DEPAR TMENT OF HEAL TH, 2012 EDI T/ON" Using Tab/es 4 & SECTION B-B : OPEN BOTTOM GRAVELLESS CHAMBER project specifically noted on the plan. 6C 5.) of vehicular parking or traffic cent system shell be allowed on any portion GRAVITY DISTRIBUTION SEWAGE SYSTEM of the completed sewage treatment system except as specifically provided for and noted on the plan. 6.) A copy of the approved pion, including "As Built" dimensions, shall be Scales, 1" = 10' Hor, 1" = 2' Ver provided to the purchaser of the lot or house and to the Town of Queensbury Building Planning&Development Department. 4"ADS SEPTIC PIPE ATA 4"ADS SEPTIC PIPE ATA 15'OFADSARC24 CHAMBERS ABSORPTION FIELD PROTECTION:1. The contractor shall protect the oreo(s) Where the absorption system is SLOPE OF2% SLOPE OF2% AT A SLOPE OF 1132 to be constructed to preclude disturbance or compaction of the natural soil_ Except as needed to install distribution piping, and spread topsoil and seed, no construction equipment is to run over the area and it is not to be used for material stockpiling or storage. Do not strip topsoil from the absorption area. FAILING TO FOLLOW THIS INSTRUCTION MAY RESULT IN THE SUSPENSION OF TOWN OF QUEENSBURY BUILDING, PLANNING AND DEVELOPMENT DEPARTMENT APPROVAL AND REQUIRE RETESTING E PARAMETERS REQUIRED SYSTEM DESIGN SOILS TO URE THAT THEY STILL MEET 342 SITE PREPARATION AND FILL PROTECTION: 1_ Where absorption system area contains trees, cut and remove and cut stumps flush With grade. Cut other vegetation as close as possible to grode and remove. Leave roots in place. 2_ Where absorption system area contains sod, plow area upslope With a EXISTING double bottom plow or scarify lightly With teeth on the bucket of a OUTLET 340 EXISTING GRADE light tracked machine_ J. Place fill in 6' lifts, spreading fill from upslope edge and moving it PIPE into place using a light tracked machine. 4_ Fill material shall be homogeneous With no stones larger than 4" maximum dimension_ The permeability of the fill material shall be u similar to the permeability of the underlying Soils. "'II 5. Fill moteriol With characteristics Which may change significantly once stabilized (clay or silt containing materials) shall settle naturally for a 338 period of at least 6 months including one freeze thaw cycle. Sand or j sandy loom materials may be mechanically compacted in 6' lifts. 6. The LDP has perfromed at least two percolation tests in the stabilized fill prior to construction of the absorption trenches. D REQUIRED INSPECTIONS: INS LL 4'X18"Z4 EL FILTER B 1. SITE INSPECTIONS OF SANITARY FACILITY CONSTRUCTION SHALL BE ����`� CARTRIDGE W/SC 40 0 CONDUCTED JOIN TLYBYA THE REGISTERED ENGINEER AND THE 336 DESIGNATED TOWN OF QUEENSBURY BUILDING/ZONING OFFLICAL AS iI FOLLOWS. EQ VALENT ,J S AL :: ,,, II"I a.) PRIOR TO BACKFILLING WASTEWATER DISTRIBUTION SYSTEM, LE. � TANK, DISTRIBUTIONBOX,ABSORPTION FIELD PIPING, PUMP OR .... I I ul i� SIPHON SYSTEM CALIBRATION. W I" II° II II ___________________ _______________________________ ___..----- __.._______________________________________.. �+ 1Y111 III N�4 N 3373 i 334 a , �... a � �aT hrc �w � h .Iwo / 0 20 �0 40 50 � 10 i0 80 90 / 0 0 / 0 1 2 0 � 04 0 LOCATION OF CONSTRUCTION OF LEACHFIEL SYSTEM. o ao co rr N �ci Sri 1023 Widige tea 00 Cp M M 4;1ue*nsh-,uL ,NY 12804 coco cci co o co M M M EXISTING 1,000 Z_ Z_ Z Z SEPTIC TANK, SEE DETAIL ON SHEET 3. SECTION A-A: OPEN-BOTTOM GRAVELLESS CHAMBER GRAVITY DISTRIBUTION SEWAGE SYSTEM Scales: I" = 10' Hor, 1" = 2' Ver SITE LOCATION — N.T.S. LOCATION MAP, WASTEWATER TREATMENT NOTES, & CROSS—SECTIONS P.2 D.T.H. Cobble Court Ongineering PLLC UNLESS THIS DRAWING IS SIGNED AND 511 VVaInUt Drive REVISIONS SEALED BY A R,ITIS PREDPINARYDESIGN OWNER: Wastewater Treatment Design g g II ENGINEER,IT IS A PRELIMINARY DESIGN Clifton Park, NY 12065 L. uF .Vd I .V mR u� M .. ....... d�M I. L.. .... .. ,„. AND SHALL NOT BE USED FOR CONSTRUCTION Phone # (518) 956-1282 KHUREM GONDAL QUALIFYING OPEN-BOTTOM GRAVELLESS dckengnypa@outlook.com 1023 RIDGE ROAD CHAMBERS DANIOL C. KAUFMAN NYS P.O. #086813 "�, , s�''\ QUEENSBURY, NY 12804, (518) 586-6370 GRAVITY DISTRIBUTION P02 WARNING: Tax Map Number 290.10-1-16 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS r- INSTALLER: 1023 RIDGE ROAD Vol ACTING UNDER THE DIRECTION OFA LICENSED � GONZALEZ St SONS QUEENSBURY, NY 12804 PROFESSIONAL ENGINEER,TO ALTER IN ANY Xy, �, WAY ANY PLANS,SPECIFICATIONS, PLOTS OR , t,,� , ^ �' 87 DELAVAN ROAD REPORTS To WHICH THE SEAL OF PROFESSIONAL EAGLE BRIDGE, NY 12057, TOWN OF QUEENSBURY 4�20�2023 ENGINEER HAS BEEN APPLIED. 518 o ( ) 817-9424 WARREN COUNTY Cobble Court i i PLLC 5hh Walnut Drive, Clifton Park, NYh2O65 Pli0me 9 /510\ 956-1202 Email address: dcl<emgmypa( 0u10ok.comm Date: July 24, 2O24 Attn: Department of Code Enforcement ofC}ueensbury, Building Pernoit#: RC-0279-2023 Kate Deck Department of Code Enforcement of Town ofC}ueensbury 742 Bay Road C}ueensbury, NY128O4 (518) 761-8256 As-Built Addition Construction Certification SITE LOCATION: 1023 Ridge Road, Qummnsbury, NY12804 KhurmrmGondm| Job Number: 1023 Ridge - 1 Jurisdiction: Town ofC}ueensbury Attn: Building Official This isto certify that the 2 bedroom Addition located at1023 Ridge Road in the Town of {}ueenabury, Warren County, New York was designed and built in accordance with the "ZUZU Residential Code of New York State Building Codes and Standards" The 2 - 6 x 6 posts at the corners in front of the garage to hold up the south edge of the second floor were installed to my satisfaction. Refer to photo on page 2. Cobble Court Engineering I'LLC 5 f f Walnut Drive, Clifton I'ark,NY 12065 Ilioae 9 (518) 956-1282 Email address: dcf<eagnypa(a)outlook.c;om Well move10 M1 k fY % �„yma✓ "" ,, > � w� rep " "� ,�"" W'b"t " ygM»Yw t M z � I further certify that I am personally familiar with the actual site conditions and in consideration of those conditions was designed and built per the construction plans. 21Pa&, c Cobble Court i i PLLC 5hh Walnut Drive, Clifton Park, NYh2O65 Pli0me 9 /510\ 956-1202 Email address: dcl<emgmypa( 0u10ok.comm | further indicate that the Addition was inspected at the time of construction, between September of2O23 and July of2O24, bymyself. I further indicate that there were no field conditions during construction that I am aware of, which deviated from the conditions observed at the time the system was designed. It is a violation of NY 7209for any person, unless acting under the direction of a licensed professional, to alter on item /n any way. /fon item bearing the seal nfo licensed professional/s altered, the altering 8censedpro/ess/ono/nnustotbrchthenobrtionlzlteredby'm//thh/sseols/gnotume, dotenfo/tepot/on, ond description nf the alteration. If you have any questions regarding this certification letter, please feel free to contact me. Sincerely, 10007, Digital Signer:Daniel C. 'A Kaufman P.E. Daniel C. Kaufman/���K�/�] o~u�u�E=dckengn �u� s�m=,mo IN PLLC,uN=o=ielu.Kaufman [� �� '���,�m�w� o* / ^�-^ 0400 Danie| C. Kaufman, P.E. NYS License #U86813 PARCEL iK).: 290.10-16-1 Z()MN(,3C,(-DDE: MDR Tc),rAl... ACREAGE 1.65 ACRES ADDR�-S: 1 G-2.3 Ridge Road (SR9L) (),ueensbUry, NY CLIENT: Khurem Gondal FAk(:�El_ NO.: 290.10-1-18 ZONING CODE: MDR TOTAL ACREAGE 1.36 ACRES ADDRESS: 1031 Ridge Road, QUeensbury, NY CLIENT: Fuller, Claude PARCEL NO 2al) ,10-1-16 ZONING CODE: MDR TOTAL ACREAGE. 1.65 ACRES ADDRESS: 1023 Ridge Road (SR9L) QueenebUl)(, NY CLIENT: KhUren'l Gondal C"', A T 10 N A P EXISTING 1--STORY LIVING SPACEAREA: 1,500 S.F PF'OPOSE'D.2—STORY LIVING ADDITION AREA: 2,015 S.F TO FA I.. ?JWNG SPACE AREA: 5 S. E PARCEL NO.: 290.10-14 2C)NING CODE: MDR TOTYNL ACREAGE 2.45 ACRES ADDRESS, 1011 Ridge Road (SR9L) QUeensbury, NY OWNER: Nevi'Y`ork Holdings LLC 01 0) PARCEL NO.: 290.10-1-23 ZONING CODE: MDR TOTAL ACREAGE 2.37 ACRES ADDRESS: 1024 Ridge Road ($R91-) Queensbury, NY CLIENT: Marcantonio, Marilyn N'b PARCEL NO.� 2911.10-1 15 7� ZONING COLDE:-i: Mbk TOTAL ACRES GI 014 ACRES ADDRESS: Ridge Road (SR9L) Queensbury.. NY OWNER: New York Holdings LLC n rr Ll V LIE PARCEL NO.: 1 290.1 b-1 -2.4 ZONING'c(,,.,)bE': MDR TOTAL ACREAGE 1.63 ACRES ADDRESS: I 012 Ridge Road (SR9L) QLJabnsbU.1ry, NY CLIENT: Nibti LLC PARCEL NO.: 290. 10-1 -25 ZONING C CODE: MDR TOTAL ACREAGE 1:63 ACRES ADDRESS. '1012 . Ridge Road (SR9L) Queensbury, NY CLIENT: Nibtz LLC 290.10-1-16 RC-0279-2023 Asmat., Aroot 1023 Ridge Rd Garage alt & 3-season porch addition ............. . ...... ( ..") Z Lo Q� 5 Uj L) p.I C5 41 D 0 z U: 0 Z Ld C. W 0 Ld0 E Ld D L6 ")(45 (v .-J Ui 0 < 0 0 >- LL- Z C� LIJ a) 0 < z @ r, Ld Ljj 00 z < < 0 - L, ZZt:� :C) LLJ 5;, r> 0 �-' - z 77 < P, -j < < tn (� LC Lj < 0 4- L13 acu �z Uj PP z ...... . .. . ......... .. ........... ... . . . ........... .. . .......... CD Co 0 CN < 0 '? Of LLJ 0 m L[J LLJ Ltd 0 ........... . ................ . .... ... ...... S . I . ART DATE: 4/21,12023 . . .............. . 'N' je !,!d A Va i"i 8 0 ['),AT E 5/4/2(` ......... . ------ . .... ... ....... . ..... .. .......... . .... . . .......... . PEA CONTENT: PROPOSED SITEPI-M,J 7 DP S 11 (3 �j E R NGINEEI-3,; k Flail 'I I DC, . .. . ...... . PAI::1.ER SIZE: SCALE: (I 81�x24") 1 z ',�,3 21 .... ........... ................... . S 11 E I ET: spoll