Loading...
RC-0315-2023 • O(Iicc (.1u_Oniy ADDITION/ALTERATION PERMIT Permit.Pi_ P-C ��� — 2© 2.2) 'tf(Zyernst,.«.. APPLFCATION qt0 $ 742 Ray Road,Quccnsbury,NY 12804 Permit FCC!: P:51S-761-S256 www.qur�onslutty,nnt; Invoice ft: `j \ll Flood Zone? `( fd Reviewed L' Project Location: n� Cy /Z 1 G !t Pi'! (; Tax Map ID#: 63(, ` (7 Subdivision Name: n/J E PROJECT INFORMATION• III v JUN 0 6 2023 TYPE: iResidential ❑ Commercial, Proposed Use: TOWN OF NSBURY I •ING & CODES �J Single Family ❑Two-Family ❑ Multi-Family(#of units_) CI Townhouse ❑ Business Office ❑ Retail ❑ Industrial/Warehouse El Garage(#of cars ❑ Other(describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 7/7 - 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: f�� l d PWii / G ✓ 9 e t--f'(a'� , S a,✓• e side_ i/veds fi/i ! b o Pi { fA to ftjUr_ 16 14( a n �k/ Gdr � �,��� n e-k f fv t� 14(1 d b 4 744 r v ol�, 6 011.4-,q1 Addition/Alteration Application ' Revised June r11.1 • 1 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ Gas ❑ Oil CI Propane CI Solar ❑ Other: 2. Source of Heat(circle one): I Firep[aces/inserts need a separate Fuel Burning App fiances & Chimney Application 3. Are there any structures not shown on the plot plan? ❑-YEES 1_440 Explain: 4. Are there any easements on the property? El YES LJ NO SITE INFORMATION: • Is this a corner lot? ❑ YES [ENO t-/NO • Will the grade be changed as are tilt of the construction? El YES VJ • What is the water source? IC PUBLIC ❑ PRIVATE WELL �,� � • What type of wastewater system is on the parcel? ❑ SEWER ll�'i'KIVATE SEPTIC DECLARATION: I. 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of.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 NA i)(/� e-( - V �� �2 NAME: r 07-? SIGNATURE: cli'�Z6iil An �'cat on CONTACTfNFORMAT/ON: [I f-t r PI-RIN ! t !!tl Y OIz 1YI'I1• f'!,!-A`,t. ti OF AN EMAIL ' * Applicant: • Name(s): Mailing rIc'dre , C _ , 1,1 ,., / f , i v Cell Phone: ,f } % i ;;tc+ I.Iittt: ( - ( - 12I tri Primary OW-FINIS)' Names': C f\iaiifr, �; ec .`,`---- _— Zvi r��1FCO Phone: I ! --_ Land Line: ( )_ En'aii: 'Check if a[G work will be performed by property owner only • Contractor(s)): (List all additional contractors on the back of this form) `o, ect Name(s): Contractor Trade: fl;aiiing Address, C/S/Z: Cell Phone: ( ) Land Line: ( Email: **Workers' Comp documentation must be submitted with this application** • Architects En ineer s : Business Name: — �`/e fr". E4 frAl e 6/:f�y �G� ( Contact Name(s): ( - lc a bf 74. c7 Mailing Address, C/s/Z: S l/ 1/2/a1 , m-'V P t ` : � �� ( ; `_ + L-$i.L Cell Phone: ( S'G 6 ) 15 6 — /L 9)- Land Line: ( ) r Email: Contact Person for Compliance in regards to this project: Nr.O Cell Phone: ( ) Land Line: ( ) ) Email: • • 4 73 Addltlon/Alteration Application Revised June 2022 • SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: 24-- 31cD— �3 Town of Queensbury Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Septic Variance? No Flood Zone? No Wetlands? No Reviewed By: Project Location: 7 M/�./ Pr 0f/'e5 Tax Map #: 3'vg,r ` , !v e e G r o( Ali ` I ®4-iv/ Sap Ai C ®4 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ iv 1981-1991 130 Spa or Hot Tub Yes No El { T 1992-Present 110 � � / 0 ` 3 Installed? (choose one) PARCEL INFORMATION: Topography Flat Rolling ❑ Steep Slope % Slope Soil Nature Sand El Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 0 �? depth?Bedrock/Impervious material At hat toi ®'✓^ Domestic Water Supply Municipal ❑ Well ❑Lake (if well or Take, water supply from any septic system absorption is It) Percolation Test Rate: per minute per inch (test to be completed by a licensedineer a chit ct g / r e ) PROPOSED SYSTEM INFORMATION: Tank size ifd OtJgallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length 75 ft.; Each Trench 2 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 -a CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: J Name(s): Of d l wf 517 1 A Mailing Address, C/S/Z: 7 in c 11° POI/ e Cell Phone: 50 7 '6 —? tand Line: Email: yda6lelM 4/04e`ch&y‘a400_ ad K • Primary Owner(s): Name(s): 5 h am.;le) ck cl k , Mailing Address, C/S/Z: M o°Ll, hie p rf v�. Cell Phone: Land Line: Email: 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** • En ineer s : 04 l /if/ Mailing ecrcs Address C S/Z: �f Wain c ®rf v /c` -?zit , Cell Phone: 7 P�'6—12. �aLand Lie: Email: a/ �n n ,®IGG-®&tYtO Q ` ` C'Pfk 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. M �a# PRINT NAME: o9Zek blitySIGNATURE: / " e� DATE:4 / �i Septic Application Revised July 2022 + TOWN OT' QUEENSBURY ;'; 742 Bay Road, Queensbury, NY. 12804-5902 • Septic System Checklist • Plan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and A1 .L..All chitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) wells on property and adjacent properties shown j..��. I Water line shown Municipal or well 10'separation to any part of system • 1 Setback to property lines show 10'or more for any part of system Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from anywaterline . ►�]"(,�Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required(field verification required) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each 1 Leech Field 20'from foundation 100'from any well 10.from water line N 1Seepage pit 150'from well 50'from septic tank PO` ) Seepage Pits 3-times diameter apart • Septic tank and pump stations over 30 gallons 50'from watercourse or wetland 1 distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George Leech field 100'from watercourse or wetland M&Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Provide Engineer/Architect stamp for bed or design systems 1" A Department of Health Approval for all mobile home park new systems Flood Plain requirements • 2'above established flood elevation to bottom of system All tanks anchored or 2'above flood elevation �,:�. mom.: Tejo,. fl A,i e6';h101 Z(5-2z5)-3 Residential Plan Review: 1- and 2- Family Dwellings -NUN/NA (1 of 2) VS Two (2)full sets of plans Over 1,500 sq. ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf ( "7 (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 /'' windows/Tempered glass in bathrooms `665 Door schedule/Main entrance 36" door t-J j� Emergency Escape or Bedrooms& Habitable Space Above-grade: 5.7 sq.ft. Grade: 5.0 sq. ft. li-? 24" (h)x20" (w) minimum 44" maximum height above door 9 Window control devices 24" or less 2nd story or 72" above grade yd Egress window from basement 5.0 sq. ft. a� Floor system sizing per table 502.3.1 Residential check ERI or Prescriptive method Driveway length: 300' or more-12'width required/500' or more,turnaround required Foundation drainage on plans, if required lt, 6" drop in 10' exterior grade Framing cross section for each roof line, vertical fire stopping every 10' where required/joist spans pg. 127 Ice &snow shield—24"from exterior wall Platforms at exterior doors 1 Stairway headroom 6'8"; all stairs 36" width A.A5ZZ.-5-- 1,64 Stair run and rise AA- Winder run and rise 44-Spiral stairs meet requirements yri Smoke detectors—battery backup & proper location, interconnected _ �, Bathroom fixtures—proper clearance y Hall width-36" width Y A__, `f,&. Handrails more than four risers on open sides '%C Railing&guards >30"/basement stairs included/closed risers more than 4" in height 1 Safety glazing notes for required areas -) Garage fire separation:%" gable end/5/8" under living space &%" on walls/20 min. door and closer Garage floor sloped Attic access: gasket seal & R-value equal to roof insulation ‹i.t)~- tar--LLB--( Et? Roof over 30"—22"x 30"/Crawl spaces 18"x 24" access i'. s Continued on back-4 4 Residential Plan Review Revised October 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) `i Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected 1J' within 15' of sleeping area * Soil test results, if required ����__ Septic to well or water line separation All paperwork signed --/A Note on plans energy saving light bulbs 90% \- Blower door test agency paperwork Floodplain Permit required—check map: 2 feet above flood elevation 4 Hurricane clips required Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel Manuals S &J required for heating system. Cold air return hard piped 4 Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations °�,ES Baffles at eaves for insulations and knee walls ��( Makeup air for range hood >400 cfm J `�� Continuous header for garage doors to end wall / cf,,. -) , �� NArPTChimney rain cap shown for fireplaces ((( Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised October 2021 GComplianceenerated by REScheck-CertificateWeb Software --n3\r-D Project 7 Midnight Drive Addition ce co Ca r-7 Energy Code: 2020 NYStretch - 2018 IECC ca W O Location: Warren County, New York ® Litz Woo Construction Type: Single-family N 0 0 " Project Type: Addition = O Q Climate Zone: 6 (8499 HDD) Z? Permit Date: Permit Number: - 0 ,or Construction Site: Owner/Agent: Designer/Contractor: 7 Midnight Drive Daniel Kaufman Queensbury, NY 12804 511 Walnut Drive Clifton Park, NY 12065 5189561282 dckengnypa@outlook.com Compliance: Passes using UA trade-off Compliance: 26.3%Better Than Code Maximum UA: 76 Your UA: 56 Maximum SHGC: 0.00 Your SHGC: 0.50 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly °r R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 514 30.0 30.0 0.017 0.026 9 13 Wall:Wood Frame, 16"o.c. 820 30.0 30.0 0.018 0.045 13 32 Door:Solid Door(under 50%glazing) 63 0.300 0.270 19 17 Window:Vinyl Frame 50 0.300 0.270 15 14 SHGC: 0.50 Floor:Slab-On-Grade(Heated) Insulation depth:4.0' 47 30.0 0.659 0.550 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 comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Addition of Bathroom and Garage. Conversion of Garage to Bedroom Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 1 of 9 REScheck Software VersionChecklist: REScheck-Web an. Energy Code: 2020 NYStretch - 2018 IECC Requirements: 0.0% 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and 11=IComplies 103.2 documentation demonstrate ' lDoes Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ! Not Applicable construction documents. ? 103.1, ;Construction drawings and {❑Complies 103.2, idocumentation demonstrate (❑Does Not 403.7 energy code compliance for ff [PR311 lighting and mechanical systems. i❑Not Observable ,J Systems serving multiple i❑Not Applicable dwelling units must demonstrate 1 compliance with the IECC S Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ❑Not Observable J Btu/hr Btu/hr ❑Not Applicable approved by the code official. PP Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 2 of 9 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO1]1 0 Unheated ❑ Unheated ❑Does 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. dd' ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ; ;❑Complies [FO11]z to protect exposed exterior ; {❑Does Not ,th insulation and extends a minimum of 6 in. below grade. I❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system � j❑Complies [F012]z controls installed. S 1❑Does Not i) [Not Observable ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 3 of 9 s Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- DComplies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 ['Not Observable ,yr ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). DDoes Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products; 1i!❑Complies [FRO are determined in accordance f❑Does Not ;with the NFRC test procedure or ;taken from the default table. ,❑Not Observable I 1❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier I f❑Complies [FR23]1 installed per manufacturer's +❑Does Not , • ;instructions.An approved third- ;party will inspect all components ❑Not Observable land verify compliance.See ❑Not Applicable ;section details and guidance ;from Table R402.4.1.1. 1 402.4.3 :Fenestration that is not site built I ;❑Complies [FR20]1 is listed and labeled as meeting 1❑Does Not J AAMA/W DMA/CSA 101/I.S.2/A440 i or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. I I 402.4.5 IC-rated recessed lighting fixtures E❑Complies [FR16]2 sealed at housing/interior finish i❑Does Not and labeled to indicate 52.0 cfm I leakage at 75 Pa. ; {❑Not Observable i❑Not Applicable 403.3.1 Supply and return ducts in attics j ;❑Complies [FR12]1 insulated >= R-8 where duct is ;❑Does Not -4, >= 3 inches in diameter and >= R-6 where< 3 inches.Supply and I f❑Not Observable return ducts in other portions of i 1❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 , for< 3 inches in diameter. 1 i 403.3.2 Ducts, air handlers and filter ;❑Complies [FR13]1 boxes are sealed with ❑Does Not ,�. joints/seams compliant with i International Mechanical Code or ['Not Observable International Residential Code,as` !❑Not Applicable applicable. I 403.3 Duct system in new buildings and i 1❑Complies [FI3211 additions are located in a ! 10Does Not 4, conditioned space in accordance ; ;❑Not Observable with Sections R403.3.7 (1-2). ❑Not Applicable 403.3.8 Ducts are sized in accordance I ;❑Complies [FI33]1 with ACCA Manual D and sections 1 ❑Does Not R403.7-8. ❑Not Observable ❑Not Applicable 403.3.5 Building cavities are not used as i I❑Complies [FR15]3 ducts or plenums. i❑Does Not ') ; j❑Not Observable I ;❑Not Applicable t 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 Ducts declared to be within the 1 1i21:1Complies [FR28]3 conditioned space are either 1) i❑Does Not completely within the continuous air barrier and within the building ❑Not Observable thermal envelope,2) buried ;❑Not Applicable within ceiling insulation in accordance with Section f R403.3.6 and the air handler is I 1 ,located completely within the 1 I continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling I insulation R-value installed against and above the insulated I duct>=to the proposed ceiling 1 insulation R-value,less the R- value of the insulation on the { 403.4 HVAC piping conveying fluids R- - R- ❑Complies [FR17]z above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC 1 s❑Complies [FR24]' piping. ❑Does Not ' I❑Not Observable I❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not '4 ['Not Observable ❑Not Applicable 403.5 Energy conservation measures R- R- ❑Complies [FR29]2 for SWH systems follow ElDoes Not ,� guidelines in section R403.5.1-5. ['Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers arel j❑Complies [FR19]z installed on all outdoor air 1❑Does Not intakes and exhausts. I❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled I }❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ['Not Observable i ,❑Not Applicable 402.1.1, :Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, 'mass wall with at least lh of the 0 Wood 0 Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall 0 Mass 0 Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). 0 Steel 0 Steel ❑Not Applicable 303.2 Wall insulation is installed per j❑Complies [IN4I1 manufacturer's instructions. ❑Does Not ❑Not Observable S❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 6 of 9 • Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, 0 Wood ❑ Wood ODoes Not table for values. 402.2.2, 0 Steel ❑ Steel ['Not Observable 402.2.E[FI1] ❑Not Applicable 303.1.1.1, Ceiling insulation installed per j ;❑Complies 303.2 manufacturer's instructions. 1 i❑Does Not [FI2]1 Blown insulation marked every I 300 ft2. i ❑Not Observable j❑Not Applicable 402.2.3 Vented attics with air permeable i ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ['Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation>_R-value of the DDoes Not adjacent assembly. DNot Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a :Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. i 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 DComplies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated '' 1❑Complies [FI24]1 by manufacturer at<=2%of ;❑Does Not design air flow. ['Not Observable ❑Not Applicable 403.1.1 Programmable thermostats j ❑Complies [FI9]2 installed for control of primary i R❑Does Not heating and cooling systems and initially set by manufacturer to i❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed i❑Complies [FI10]2 on heat pumps. ;❑Does Not !❑Not Observable __ I i❑Not Applicable 403.5.1 Circulating service hot water j '❑Complies [FI11]2 systems have automatic or ❑Does Not iaccessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ; ;❑Complies [FI2512 fans not part of tested and listed I ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat I❑Complies [F12612 through one-or two-pipe heating +❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ; ❑Complies [F128]2 have a circulation pump.The DDoes Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for , circulating hot water system pumps start the pump with signal , for hot water demand within the occupancy.Controls automatically turn off the pump I , when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ; ;❑Complies [FI29]z comply with IEEE 515.1 or UL ; I❑Does Not 515.Controls automatically adjust the energy input to the )❑Not Observable heat tracing to maintain the i ;❑Not Applicable desired water temperature in the l piping. ( 1 403.5.2 Demand recirculation water '❑Complies [F130]2 systems have controls that ( R❑Does Not • manage operation of the pump [Not Observable and limit the temperature of the water entering the cold water i ;❑Not Applicable piping to<= 104°F. ( i 403.5.4 Drain water heat recovery units ; i❑Complies [F131]2 have >=40 percent efficiency if (❑Does Not installed for equal flow or>=52 percent efficiency if installed for ( ❑Not Observable unequal flow.Vertical drain water i 1❑Not Applicable heat recovery units comply with l CSA B55.2 and tested and labeled in accordance with CSA B55.1. Potable water-side pressure loss of drain water heat recovery units are < 3 psi for individual units connected to one or two showers. Potable water- ( side pressure loss of drain water , heat recovery units are<2 psi for individual units connected to ( three or more showers. 404.1 90%or more of permanent ;❑Complies [FI6]1 fixtures have lamps with an I❑Does Not efficacy>= 65 lumans/watt or have a total luminaire efficacy i❑Not Observable >=45 lumens/watt. , !❑Not Applicable 404.21 Detached one and two-family !❑Complies [FI35] dwellings and townhouses where l❑Does Not the conditioned space is> 1,400 sf comply with the requirements ❑Not Observable of Appendix RA. i❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 8 of 9 V Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.3 One or two-family dwellings and 1 4❑Complies [F136]1 townhouses with parking area } I❑Does Not provided on the building site shall I have a 208/240V 40-amp outlet ['Not Observable for each dwelling unit or panel ❑Not Applicable capacity and conduit for the future installation of such an outlet.See section details. 404.1.1 Fuel gas lighting systems have I❑Complies [FI23]3 no continuous pilot light. IDDoes Not c i [Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. ; i❑Complies [FI7]2 i DDoes Not i❑Not Observable I 11=INot Applicable 303.3 ;Manufacturer manuals for 41=IComplies [FI18]3 mechanical and water heating #❑Does Not systems have been provided. i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ]. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7 Midnight Drive Addition Report date: 06/24/23 Data filename: Page 9 of 9 2020 NYStretch - 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 60.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 60.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.50 Door 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments PARCEL NO.: 301.8-1-42 ZONING CODE: MDR TOTAL ACREAGE 0.34 P^�r7c 1 ADDRESS: 5 Midnight I Queensbury, NY PARCEL NO.: 301.8-1-51 Owner- Rumbutis, Mich ZONING CODE: MDR TOTAL ACREAGE 072 ACRES ADDRESS: 441 Dixom Road Queensbury, NY 8.�64' Owner: Domaszewicz, Charles \ 1 0 \ 1 \ I \\ I \ I \ I PARCEL NO.: 301.8-1-52 \\ II ZONING CODE: MDR \ I TOTAL ACREAGE 0.43 ACRES \ ADDRESS: Dixon Road Queensbury, NY Owner: Sallarulo, Paul 1—STORY GARAGE CON VERSION TO \ BEDROOM& HALL WA Y OF 26'-4" x 14.5' 1—STORY BA TH ADDI TION 7' x 20'— 6 " - 1—STORY GARAGE ADDITION 26'— 4 " x 15— 3)" 6—OUT DISTRIBUTION BOX SEE DETAIL ON SHEET P. 3 INLET IN V. 469.3' OUTLET IN V. 469.1 ' 0 N --AL I A. SEPTIC SYSTEM J 1 �'' � z PER PERMIT N0. _ _ __� O 91- 853 �_ G� I PARCEL NO.: 301.8-1-41 �0 O T - �- 3 BEDROOM ZONING CODE: MDR 5 TOTAL ACREAGE 0.40 ACRES O 1 � 55' HOUSE I � � PARCEL NO.: 301.8-2-67 T C� F.F. 472.5 ADDRESS: 7 Midnight Drive ZONING CODE: MDR y _ Queensbury, NY Z 1 TOTAL ACREAGE 0.34 ACRES Owner: Sheikh Shamim & Nadim � r I C I ADDRESS: 8 Midnight Drive I 1 ,� 6" I 1 Queensbury, NY I 1 56' — 2 5 / Owner: Wiggins, Alan & Denise I 1� �W ATER L AD ELEVATION AT THE 1 o R.O.W. IS 470.2 1 t ([p�l nAT THE CENTERLINE OF THE ROAD 1 UN 06 2023IS 470.5 OF QUEENSBURDING $CODES Y -----� ----- I 4" DIA. ADS PIPE 1 1 1 OR SA NI TA R Y PIPE 11 I EQUI VALEN T 1 I AT 2% MIN. SLOPE 1 1 N I \ O I N i 1 I EXISTING LIVING SPACE AREA: 1, 751 S.F. EXISTING GARAGE AREA: 3562 S.F. PROPOSED LIVING SPACE AREA: 514 S.F. PROPOSED GARAGE AREA: 403 S.F. TOTAL LIVING SPACE AREA: 2,265 S.F. 301.8-1-41 RC-031s-2023 Sheikh, Nadim & Shamim 7 Midnight Dr Gar. Addition & existing gar alteration i p W J z �W5 Z ::)pZ Cr0 N cn ozW oin Ld :D N Lou L N O Z �zz o N F� a� o N I zEn a w � O Q '('W zo •�z^:3 �:) Wow �w —j ° C0 < r4') ooz CL� :3 L �0 ZWJ}�U O a U Q- C0 00,z� U a 00 arm¢ J O O II� J p oQpzao W—5;Xzmy N ZaL,_jaW W va -3w O U'— �U UQ D-����-j�Q 0P3X Y m � Z O O U- a. O W o w 0 W W Q 0 O00 LU (1) CV Z (DZ °>: coo =5 w U)=U) U) 0W ~> Wz 01 z— <O Q�� Uz START DATE: 5/5/23 IDATE: 5/18/23 FILE: PAGE CONTENT: SITEPLAN DESIGNER: ENGINEER: WK T. DCK PAPER SIZE: SCALE: C (18"x24") 1 /16" = 1 SHEET: SP01 PARCEL NO.: 301.8-1-42 ZONING CODE: MDR TOTAL ACREAGE 0.34 orDG(Z 1 ADDRESS: 5 Midnight Queensbury, NY PARCEL NO.: 301.8-1-51 Owner: Rumbutis, Micl ZONING CODE: MDR TOTAL ACREAGE 072 ACRES ADDRESS: 441 Dixom Road — --'—� Queensbury, NY 8, 6 4' Owner: Domaszewicz, Charles \ 1 \ I \ 1 \\ 1 \ I \ 1 \ \ 1 PARCEL NO.: 301.8-1-52 \\ 1 ZONING CODE: MDR \ I TOTAL ACREAGE 0.43 ACRES \ I ADDRESS: Dixon Road Queensbury, NY Owner: Sallarulo, Paul 1-STORY GARAGE CONVERSION TO BEDROOM& HALL WA Y OF 26'-4" x 14.5' 1-STORY BA TH A DDI TION 7' x 20'- 6 " - 1-STORY GARAGE ADDITION 26'-4" x 15-3"' 3; - 1 N 0 I X. SEPTIC SYSTEM z 1 PER PERMIT NO. Ul 91-853 - - CD (,f) V, _ — PARCEL NO.: 301.8-1-41 O I - --�— ZONING CODE: MDR 3 BEDROOM TOTAL ACREAGE 0.40 ACRES I ,�Q _ HOUSE 1 b •� PARCEL NO.: 301.8-2-67 F.F. 472.5 ADDRESS: 7 Midnight Drive � 4 ➢ ZONING CODE: MDR 472 — —► Queensbury, NY z I TOTAL ACREAGE 0.34 ACRES —-- — — — Owner: Sheikh Shamim & Nadim 1 i I C 11 ADDRESS: 8 Midnight Drive 11 I 2 rJ 6 Queensbury, NY 56 — Owner: Wiggins, Alan & Denise 1 — I gg 1 I �-W ATER EE AD 1 I I 1 ELEVATION AT THE I D o R.O.W. IS 470.2 1 Ln AT THE CENTERLINE JUN 06 2023 1 1 OF THE ROAD TOWN OF QUEENSBU 1 ; I RY IS 470.5 I BUILDING & CODES 4" DIA. ADS PIPE 1 1 OR SA NI TA R Y PIPE EQ UI VA L EN T. AT 2% MIN. SLOPE 1 A ,N I o � 0 ,(0- \ EX. HYDRANT n ,1 1,000 GALLON FIBERGLASS SEPTIC TANK W/ I' RISERS SEE DETAIL ON SHEET 3. INLET IN V 469.7' 6-OUT DISTRIBUTION BOX SEE DETAIL ON SHEET INLET IN V. 469.3' OUTLET INV. 469. 1 ' U0 7g.6 PARCEL NO.: 301.8-1-53 ZONING CODE: MDR TOTAL ACREAGE 0.44 ACRES ADDRESS: 9 Midnight Drive Queensbury, NY Owner: Benway, Robert & Dawe, Deborah RESER VE EXISTING LIVING SPACE AREA: 1,751 EXISTING GARAGE AREA: 356 F S.F. PROPOSED LIVING SPACE AREA: 514 PROPOSED GARAGE AREA: 403 S.F. TOTAL LIVING SPACE AREA: 2,265 S. 3 ROWS OF 25' ADS ARC 24 CHAMBERS W/ 4' SEPA RA TI ON. EA CH CHAMBER WILL BE INSTALLED IN A 2' WIDE A GGREGA TE TRENCH. SEE DETAILS ON SHEET P.3. BEGINING INV. 468.9 ENDING INV. 468.4 301.8-1-41 RC-0315-2023 J w aW5 z Z)oz iro N p j W p N Ld 00 E � --� cn W .7 Lf) N O Z QZo 00 N 0 I O a �NO �v0 N Ln Q oYn Ln O 0 0 0) X LL- �'Q L] wZ o V) Z: LLJ 00 ©a�Z4r � = Lc`p O w d �— — Y— .�vQ p O)J O oQo?ao — � o c w_ s�o(y>_� -0 , :L O z LiJ ��,0aao O�- ra OQ 3 U L0 U a_ -0 0 o°air m Y � 0 z o i= a O W o U 0 w w o' Q 0 z U) W 0 wI� F� �F-wz =o Coco -T_ Qm�p�U)04 w 0�W �za �W=�0�z �OUF_oC)> _ W(D� ►— — >azw0=co = > 2 WL-WZZ I—(n F— J» p W Z Q Z) � ::) J Q a F— r-_ 0 U Z START DATE: 5/5/23 y f DATE: 5/24/23 FILE: PAGE CONTENT: SITEPLAN DESIGNER: ENGINEER: MIKE T. DCK PAPER SIZE: SCALE. C (18"x24") 1 /16 " = 1 ' SHEET: LF1 7 Midnight Dr Gar. Addition & existing gar alteration LEACHFIELD SIZING JUSTIFICATION: Existing, about 60 years old 3 bedroom house, the bathroom fixtures GENERAL No TES: of the old house has been updated with low —flow fixtures. The gc7-age 1.) Sanitary Facilities may be constructed only after a Town of Queensbury Building, is being removed and a I bedroom addition will be added with low —flow Planning & Development Department "Permit to Construct" has been issued. bathroom fixtures and kitchen appliances existing at the south end of 2.) These focififies shall not be placed in operation until o Town of Ballston the house. 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 Department. Any significont sewage system modifications must be approved in Writing prior to implementation. 4.) This system is designed for a 1 bedroom addition it is not designed to allow installation of a food disposer. 5.) No roof, floor, footing, cooling system, or Wafer softener backwash drains are to be connected to this system. All such discharges ore 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 BollstonBudding, Planning & Development Department. Follow all manufacturers' instructions for component installation. 2.) Proposed site grading shown on these plans is an integral port of the Town of Queensbury Building, Planning & Development Department plan approval. Any changes to the proposed grading 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 �Cerdficote 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 oreo(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 moteriol stockpiling or storage. Do not strip topsoil from the absorption area. FAILING TO FOLLOW THIS INSTRUCTION MAY RESULT /N 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 ups/ope With a double bottom pfoW or scarify lightly With teeth on the bucket of a light tracked machine. J. Place fill in 6' lifts, spreading fill from ups/ope edge and moving it into place using a fight 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 of least 6 months including one freeze thaw cycle. Sand or sandy loom materials may be mechanically compacted in 6' lifts. 6. The LDP has perfrome(Ot 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 BY A THE REGISTERED ENGINEER AND THE DESIGNATED TOWN OF QUEENSBURY BUILDING / ZONING OFFLICAL AS FOLLOWS: a.) PRIOR TO BACKFILLING WASTEWATER DISTRIBUTION SYSTEM, I.E. TANK, DISTRIBUTION BOX, ABSORPTION FIELD PIPING, PUMP OR SIPHON SYSTEM CALIBRATION. 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 4.00 min/inches, use a perc rate of 5 min/inch. Column 1 of Table 6C requires a flow rate of 110 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 (710 gallons/day /1.2 gallons/day/square feet)/3 = 30.5 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 40 feet equivalent to 10 chambers. Use 3 lines of 5 chambers each will provide 75 feet of total trench. DESIGN OF LEACHFIELD IMPROVEMENTS WERE DESIGNED PER THE "RESIDENTIAL ONSITE WASTEWATERTREATMENT SYSTEMS DESIGN HANBOOK, BY NYS DEPARTMENT OF HEALTH, 2012 EDITION" Using Tables 4 & 6C PERCOLATION AND DEEP HOLE TESTING WAS PERFORMED BY DANIEL C. KAUFMAN P.E. & CHRIS GONZALEZ ON 4/14/2023 DEEP HOLE TEST PIT # RESULTS 1 0" — 8" LOAMY FINE SAND 8" — 27" SAND 27"— 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. XXX EXISTING CONTOURS XXX PROPOSED CONTOURS PERCOLATION TEST RESULTS Perc Hole# Depth in inches Stabilized Rate Per Inch of Water Absorbed Percolation Rate Class 48 4" 1 „ TO 5" 2 48 3.5„ 1" 7 M11 LOCATION MAP ,�7., V M Vie, F J w —1 F�w Q- ¢�Z z ZZ)0af O (/) WDJN M a H {^NO :7 WVZ 0I0 aCr N CO <ZoFw �z QN Y O Q Xv,0 00 0 Q LL1 F N W.�z��� wow 2N Q ZULd Q 2 ZZ a owp � 002!Ew>-0 Q U Faa<c n Z;l�- 00 a >- ,L a O O �J O oao?ao — 00 N >WoW>_(n _W U Ln U 0- ID o <o0Ld m Z o� O F— LL tZ O R U) � O W U Q W Fii tr Q Z (D C0 W 0 Wo(n I=-� WZ D C)�OmO�Ooo m W W Z Q F—W=�00—Z of 0 CD _ Y FW—(Dc�ch� Q Z = m = J LL < W Z f F—J»z0W Z� Q [Y J Q 'SC�C7C�F-tiC� UZ START DATE: 5/5/23 fy DATE: 5/24/23 FILE: PAGE CONTENT: NOTES & DESIGN CALCULATIONS DESIGNER: ENGINEER: MIKE T. DCK PAPER SIZE: SCALE. C (18"x24") AS NOTED SHEET: LF2 ........... ------ — - - --- ------ SECTION B--B: OPEN B('...) GRAVEL.LESS CHAME '7 GRAVITY SYSTEl'%/l Scoles.*J" jfj" Hor.: i"' = 2' Ver F`r?OPOSED 514 A GGPEGA TE IN AND 24" WIDE INSTALL 4"X18" '21.'ABEL 25' FIL TER CA/-r,,TA',l1Z-' 16,117 4"' ADS SEPTIC CHAR 4" ADS SEPTIC A T A ',' WISCH 40 Vl-_RSA__"FEE PIPE- A T A AT A PIPE SLOFE OF 2% . BAFFLE OR E(".�UIVALENT= SLOPE OF 21:z� . .......... 474. 470 468 46.6 60 70 JRLAP NET BARRIER _0 PREVENT ROOT GROt/Tfl INTO W4 TER TO vl WHILE ALLOWING 71--+FOUGH) zwc� o F Lu < z 2 0cn C) (n z UJ 0 C Ld . U) V) N w Ln 0 z Z 0 � (D = 0 w Q Q_ CL Q) o I v N Qo Lc) 0 < z 0 C) 0 0 C) LAJ Z U) Uj 6. Lj 00 0 r4 z ..� U) z z u. 0 uj L0 D5 Z C)- Lij 0 CE < z W m < z 3: U 00 < U_ < U) i (D _j !z 5 o c Ld z 0 0 I.e.! 2 � 5; o < U_j 0 < Lij }a- u L-n u a- -6 c) cl-Ld ... ......... ......... .... .... . 0 I.L. CL 0 0 0 0 LLJ UJ ... ... ....... . .... . ............. z U.j 0: 22 0 cl) UJ F_ Fl- z D o LU 0 co m P: 2 Lu ZW C) < D 1, > -r 00 'o r4 o o >. L11 U) (n ce) ly- F_ (D U) D z Lu LLJ 4t 0- I.J.j LL LLJ Z Z 1 ----> > 4) f) < < c­ u.j r) 25 < 0 (D (D F_ z .... ...... TART DATE: 5/5/2!3 ..... .......... _41 1�' s 51 DATE_:5 /2" 4 2 5 PAGE COK�_TE `4 1 CROSS -SECTIONS ............... DESIGNER: E 1`4 (3 1 f�,j r--. R: MIKE T. D CIS; PAPER SIZE: .... ......... C."ll i�` . SHEET: LF3 .... . . ....... . ..... ,r.CF x Inc.CW"e Aietrrdbea k �ii:,eA!r'raYri # 1,46 •"1K.8p+adl( 8#w oescabes ft A C GI'ake ber LA"BElS'W we in SMY.'d#le Yau$&MV49t alsposel ap,. k ltdrlb 1,`b�ii'fffa�r z"fi.idxeros:- fi4a9: a sit mantlactomd #arcs ltEa36( a6utu9"y ;w traal:tprW#IiAs MiCT im oW bottom, said i Ca WA drm:M, aeaA side,5u+aiS, swell lrel Jew" " be t r€ Ca' Ra3Crt Aaa• sei 00., ton t'. hau inner shral irwA ft 1W mlin j of 14-10 05,03 t.r pA Iwrilh a uart of 12 kadW,� 0 raovg l• •are ltit i;rn ali�naYi�ra7��fs w� #APArtC3 E'S 6;i eT MA ?al'+'GF#IY+u3C3C.Y4'S4F t13�7drf #nr t3AfUeri;ars �tw+r.t�9t rerK. C8Wtarboe fr rsrsa a' Y„Ac'rA9 ro^ r I• P,r9a h 9fr�:ad 6009 61 an 6Yi a 7:§r usta �r h r 1. r(s� rA1�6 6C1 e a 1 !`:,2tc:C3 f I .,.,� irr9� 4^r'Rit ,ap 3a J Ira ^haft #ra�•3 rt�dm' 1�g # i Sri tivamrtara�# artdaT,?'tsa o� 2t# sYta���a, vra5•r:a rYaaxrm€ldrti � i#i Lass"flraa� �' �h. As•tia#,.a�r•�;�46't7 s3r;�i hri: asiaA•, r*Ji 'a bit, piogAiag tm dnr'rme wft engagvg >R.r,e c%jadt of tlnc-oning :c Mbtr Aroma ft j1.asii,^erltd a l the �tur9^ >�eLSiy-histaAg'd dwoeber. 40l.'Ntm� F r�pAes34xtaa 4,i 9f bo tYt'aftU i.F ,d 1#bm hoh-19q,YvaW pC iyetCrywwa rTM%*d arw ftstritm':i iM #a 0w) Ps. #adf�; t k<par rhu�IP M, tn t4 dance v S't ADSkstetl*01t hugs Crs s a; We# 36 ae SLAS fermi ? rrlhT ahlt�ll�I:rTifiAxU nrL�±;p#irAanells_ :dm•t'6 Amz7-A Are'68 N.36%C A.16 ra nbw•r;<� Ya.r Y3CWw€.�trt c�J?e+ - IC'aCfiS µNf..JBi'OA zt ux t cr r rT: J ✓' k n _.:. A•m1Y.--m._,. _.�.— 47J� 6T3B N Seim r------------- hi s4Nry➢84f}: 'e^N�dRkaAa66 i*q 7:a•tn lYr.iF ._: T.6..�:: -BO a'h �� BB�a.'., rxtt5 _ Mkt1r1'4 _ _t3nx— 16,T4N.' ., TLET: a I Oua .Arfira ra,Ly I os8e(iumrA7 eS#thAa ntslirs laI tit myl4tt l#ars#. I rp�rC r+ldia!s(Ir+wna rs1 rAIR raA#tAtt qua sne,5, #tr. 1A*A� r{ INLET N f , [;IaypeWxAt alT rx a is rorx9st anLa 1a1 r ;? The pifYCE [i~u rra the, so;na3c Cattle Yay tk9d #ffi3r3,ri6a13H;41tt tizJx ia;.l,af. 14 d ?It r v2n,.,t i a#9:^rt . - r Y�1`,it' .,c.n .€,�, S @ NV � 'h� 3 ha A i R R _� t9 aA: v.1eT, u flea - ral9,ie1 R e r th T�13�� tit , , a��f 4�,ri r+tans Stu t#i irACa€?star i�la?�s sdi+�u n: k >x 5. iea atl e. � t ¢•,iH �.e c+tr In t,�xc ,A ell @nr � hn auP C�Nt:REI'�. PLASTIC, Pp .� cld3GLfkS� wlnp>e €x;aetF� 1i2" per iortt. r5 r f 6•; r3 73� 7. _ ROM�ROMan rr >ag T arekv a a Y�ie 6 VIEW a y,xtn h,attx� se,sit #a$t rs7�,atlad Ire Cot rwrr�mr•°Cta +l0tl'r I"tl$dtif,7h#C�it(33'°� }v'�.974'r:4lrrtD6, - T0 F'°{`+Ed`EN F REL IPtLf hl.vS?E PIPETO S3RA1(N: BACKTtf PUMP STP.T(z.>d'd E;�R L':fR{;n#hi fio Bk,%i`RE13UTliiht Box OR PA'tC?PERI.,Y Ibtr„ryt,.li,aFrTE 'h LOCATION STAKE S f #6a'. INLET INVERT .�..R..fi ow'' Ei, v'4lATicfi"^I •_ ,raf:r�.T OUTLET l CiCiTa.�-r t~ — ,ti x !! f� 1' k ,d. Ni cJ f s n I, t , , (( v 4.,n» �. :t P��P.t GRAVEL CUM ig,A 1�vA € a. 1•'!t'Ttl13A#.LY 12J'4f.:, .¢sGFaREGATE.(*Nsi.-x il'L4 f #hEPE[s Sault `v"Av�IeJ #9C,ifi'MrOP'(ICAAL".f'0l'?E%-a1Y* aiOi'Ei RAfFLF. Nkh;' BE t$FCaLrFcD t3'r CONVENTIONAL A,SiCFaFIOa± ,�t',aJ r i:;3'� :q#X :CiYu$ 7 .5't4KE. r - ..RNhEN riuAW3'i!]I„F'- 4 t� h1W1? af27:h�.E. >LAr[AY 'i.Fa C F^� -,.,,..-.,....,-,,._,,..._.m.-�-�..�.;....._._...,. ......,_..... ,.......,....,,..,.:..,, ..�--...,..-,�.-.-.:..;..:.,,._ m .-...:.,,.:.,..:,..'._.. `". %11CCss�tlESr6` a t "INitESrt 4R�P.L...i +"-°P.ttr:74'r= Peii(.F n£a'M17 1 ST ECA- -ttiJtr E? r r� .,r ANrtukt*PM � � Y�, ;rL° >e.n!•r-t5 :r-nrar es j6 1 ��E: AiRt ha 611Pv4 iCA- a9uT z., Ear�drnir tUE"a ' :iiGlthDDEPTH"4rk4flU•P,+, � .C' :;a 4"/dt'rfirExt.kKlvEav F ,,....x..... ,_..._e_. .5 tr artr Fkt,.'aw[3sas .., '^'+.E. ; h'."..°`,.•,-:.,,.-..,,,,,.,, ER'#f:N A.3A.i''TC,4'IrA q, R tea 4 e L!°.IEfF$I.*s_�JIt. a ra3VC'!i3t.1t'•i L47F S-rF.�.Gi y o S.fiLig3£+d„r.a 31&P! fN.r,p1d Ff1rtC:(?'d.n'T14�N3 }kA;(R'.. -- 5`:351:V,r'SMW3'"004'i40 A � 72" MIN. Sa3R:'LU a 4L—" Fs'dl;.-:1 E `:6'f•1ty t'9F :€F s 4G' a(� i++'6NN. FOR LU � 4r: ,ciVC t 2 ` h7tT f-47�.:,(Y qC1° GFdC1+tlNcnq;tsT'Et, aA 'r..uF§Lt K :Jli (,.it✓_ 1 "hgL%k#s.� ors:. f""•-_'''a 1.Vf 1't;q..:"t' 7.GlBM'@4C'�f Ar�ixi,gfHC 6{,*&"SbW:itifWtlY,9.`I:�I k•�*�F&:raNk�in:Ceaq(9Rn9FC9 - - vi6.Y HYYktlJF8CA1.n11`4$ keYbW{;9if d .. .. : T}le XjTaweti sR rFer46syeAe,n+slxi vNR�anaryc's uger:�rhmsnstk+i lis,+..t: Di f?:t3ii<iY, 13s'd: <:f tii7 s �^�r nigna r:.x. ws. uaera � �... 4 ..� n": ,y �,.,p,.4i#/f�Y" Ri'•'" hr�.IN � ,.......� r 3tat r .......,..,...,.fir 1 tE„ uv® ,su>.�Ja."iba.:r4•ww th' � i - tf nihi,�N h,EBvr � uses a>n Usr:n tf+e�tf is is r (LiHdl a a',il 9 nn} Iz€Ndw+ * eeanFnar+fk+tle7-kry MFnpMw=urv:w 1x1 ;;�mgd_ ' RUF��. 5:fib. bAN'E£ W RE 20 Ei+iAi.E E i7 k5,i�'EELt=`+il+k�9diLER:... OU REMMABLE COVER TEE OR IN ER11 A AHa4RPTION TRENCH DESIGN 4 IN G 15% SLOPE VAX Q f9A..CKr3€1\jrr% 1 f t r 4 i r nuN F f� � +, N f _.Fla ¢ RL ATC .' l rs A#IN 1 '-• t` ,aC3C!2ECeA7= �( r r9-6Q 11AINa1NCW F?FRr.4�iATif)9iFtM3F•','" %,r"r ,,; „r fs .. 1}�' _ GROUNDWATER, 8E0Rt?Ci{ OR ttu9PE12Rhi<:wLIi.E SC7EL - P CLRVAIE[Y&3LE:GEC?YEXTELE,UNTRFahTErJ-BUiL3J'IVGPAPER. . F+'S'OFii,AYQRS,al': At334RPYiOv BRV G'E51Gh -- 2r MAX r. �A a 5' aAx w yA C^ C n 4 1 r" ' ,i9trd : T �Vf%�y�16YF a`a �CJo 4 4 S r' At,Gti.EGAt - 7 rr / 4,41rv1 •. � ".` / USA6LE -rJtl �; ' / r .' / 4_;r(r MtN.flNC',id t�kCrtl AT1a3id h,A49'E r"�j�Jrr j r / GROUND WA:£R,tiEDPpCJ Uis ElaJPf:,ft'f~(C:AC9LE S;3tF, __...,...,......_,, Sae SL06F. .F,iF?;. 1 FYEtR11 iC#. DISTRIBUTION LATERAL SPACING F{3€d AB5C7RPT➢Cl#d TREhGCt•I iSFGC� 174 to - r d d1'., #+`u1tJrYflE�h r'rtr SFYYV Ir$Si ""<ti -. rlCk "YA'fy.[,.—..,,__"��'^.:....•. �,� dYk"A ^..,. ��....... .x„�_.h<x', i I ha 1M rile rt ^If ♦, M [ Fttbl R4.C3CFtI.E l I 4 t vr3i?t;� H r" i .frA �P .!iSrtFiS':%sa PL-1dA93sA�hl �j{ `1{,iiLi' 1Aai a7ELi k £ l r $Uklill'YS:'vMN aR JFI f"7iR i."Y FHJI r%.i � BIJiLPNN aPA6'El?N?d flu l'.aiRAW :7 rx 4 r? » { T G a f.�o r4alw!• A. r o ! v C L...4 a -o s,4 +tj 5d w' o, n l h' p b c y�1 .. v .;R u h 0 9 tpt _ O k � ❑ ` M,n� t2Bs+7aR p, . IPsp "t , r iY bNr❑ 4.:6 4Sl�I'N,1 :C ''� r, r� P7s4� e b 1 ^a 0 P G � U - G c - '� i 0 C :, :a a1 ❑ � r' ,- G G ❑ '' pH n ❑ Ca' ( fa , 6 C:: r � J; r `s k 3 s�ac>7a e� r.;� .I s Tw^d Tier rrr Pere �s�o.a.. C CYFZS�Ji�CiBVRPFR �E,ikn'(Y',R. (n�� 3F"RNEs?1 TEi:�.h�W 131E 1SAl;a ! SPhGRdQ Ih3P�..RrJCItSl,0.YE �--: � f ��p.'!t��'rre�4a Imp'' a,�awa;.nu>�•,�,•wrsnv: :ar.�s s�.:...canRa .�,fiv ,.osar in:ialCrvrsL vsi^nr ' �R�''''Cti°:�t'+fY°� rry'a",r Yr Iwt�far'11'3grl[RX,XS, '[hf LrIr LP GEt3'TEXiL£ LwAYriEfxTEU '-'� I y 4 i 1 { P.WF.'#t{7k 6" HwVr6iPRP7 - socL�u�. �._r .._, Pbit n u, O u H C7 e ❑--.� L:'£ ram L3 6 -.s. ._t'f 3---' _ 0 k U G n -s r 3 [r @ il ~� � a a eY G S)tr Q a a. ;d,, i Q CY c� U fl L' 4 ' - --a:'S.. wr €CL'�rvcN BPi'fYNlf-+ :. $t vJ3F if ::FBl.til'l.i* _ -:, •er f,tl IJ.'�'tf.agr TtiFNf.3i al:Ka&fI.E'' 3+f4Tp ,l. J ca s .nc'eEs n w+ [sod... arvan p Ala is 'mrauus. .. Icv„'ia,i b9M'dwdW FlR 4iikl�tlP q6 twakpfiUwAalGlt r M'qF p�l'Na n4i+h7 r , n:.r0 tl11f15G, 4 ik,6:u rr.n and fn�i dh ru{reu PrlaJl turwsy 9c.awmt '. 2 'ErM'.»u a arFla t1JrrrANEW .;m14aaouA[sud is AtruitClthal nivrrtl ,Tft, p,mgJ, cac �e(mut lSOSwam^*$'altkrnu vwr�:•all;. 7 6Axxlia'nlwr uYtl, ! xa. rrhrJr" Sli rrhrna. :- u�-CGVJRE �'."�"C;C�I CD vj In Lu .V N'f•E hfALABSUPF7"#C#-TF2kCdrL:HC}ETACL C' M E Ca Id , L -'- - '-- �.- -' ---- i� o CL � LLJ LIJ CLu Llj ff ) Ilk [D T.E 5/2412:3 2 FRI_7]E CA _E: =�24 NET E SHEET- , C7 v In C)y O C3 W ly, CU O Li.::C �•• � _ — t Cl I- . r r u. lyy I� �1J k, M �,.l pp��.��'�y p�p r) �r err z (n N_ M Let i a0 > Z Zt11L7�=� L,iol �i.l:J LL LL1 F-.- QQ z Z W a. T GATE: 5/5/ "3 c , f f �. g. h 8 P� ; k ui •C, , r a. r� r , f e i S r r Pni a• a i-rAa(D-E cc7wTENT: 1.)9_'1:3'ICINEF2: ENGI�rIIE.=.E , hy��I I14,Im_ 1• DCK LF4