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2000-506 TOWN OF OUEENSBURY 742 Bay Road, Queensbw7, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761=8256 CERTIFICATE OF OCCUPANCY Permit Number: P20000506 Date Issued. Thursday, August 30, 2001 This is to certify that work requested to be done as shown by Permit Number P200000 has been completed. Tax Map Number: 523400=239-018=0001=045-0004000 Location: 18 DARK BAY Ln Owner. ROBERT & ANNE MC CORMICK Applicant. ROBERT & ANNE MC CORMICK This structure may be occupied as a: By Order of Town Board Residential Alteration TOWN OF QUEENSBURY Director of Building & Code Enforcement TOWN OF +QUEENSBUR.'Y' 742 Bay Road, Queensbury, NY 12804-5902 (518) 76I-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number P20DOUSUG Application Number: A20000485 Tax 1\1ap No: 523400-002-000-0001 -007-000-0000 Permission is hereby granted to: ROBERT & ANNE MC CORMICK Owner of property located at: 18 DARK BAY Ln in the Town of Queensbury, to construct or place a Residential. Alteration at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NY$ Uniform Building Codes and the Queensbury Zoning Ordinance. Owner Address: ROBERT & ANNE MC CORMICK 30 DORSMAN Dr CLIFTON PARK, NY 12065 Contractor or Builder's Name / Address Electrical Inspection Agency CAMELOT ASSOCIATES 10 DENNIS Ter GUILDERLAND. NY Type of Construction: Residential Alterations Value : $ 125,000.00 Plans & Specifications $63,00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Saturday, July 20, 2002 (ifa longer period is required, an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; T4ursday, July 20, 2000 SIGNED BY < '— ` = far the Town of Queensbury. Director of Building rat Code Enforcement Building Fermin Application 1T'Own Of ',QCLeensl?ury - Dept. of coitt,auniry Develalwiteut, 742 Rav Road Q'ueertshurv, NY 12804 1761-8256J BUILDING & CODE ENFORCEMENT Requirements prior to issuance g A permit must be obtained. before of this permit: PERMIT FILE No beginning construction. No inspections PERMIT FEE PAID $� will be made until applicant has received 0 �tg Board Acdon a 'VAi,1D BUILDING PEI2YV1lT, All Area Use applicants" spaces on tluis application RE64 4hCi1Ni0Pt`E PAID .$ MUST be completed sod the signature Q Plclttstiatg d Acdon of the applicant must appear a n the REVIF D19Y-1 SPR I Subdivision I Other �u dl,ftrlin Lication form. rse,c Ins 7 s lr aor et , nA Recreation Fee Payment Applicant. K.,�►1�v owner: Address. So a X>ry �••-- Address: Phone # ( )6 ) zap" - i # Phone # Property Location: - t �w7 Tax Ma Nu Subdivision Name: P mber Section Block i xit NATURE OF PROPOSED WORK * MATED MARKET LUE OF THE New Building : CONSTRUCTION : $ residence / commercial Addition to Building : :residence / commercial OCCUPANCY INFORMATION : teratian �lo Building : Primary Building - resi enc / commercial Single Family Dwelling Res i ence ommercial Two Family Dwelling no change to exterior size Family Dwelling .rG Office _] Other Work ( describe below ) Mercantile ✓r�(!S7` + Manufacturing ©they GROSS AREA OF PROPOSED STRUCTURE 1st Floor . . . sq . ft . If ADDITION , what will u e 2nd ,F1;oor . . .. . . sq , ft . of new addition be ? "., Other Flout s . . . . . sq * ft . t�.! ( not unfinished cellar ar ba gLem ) ACCESSO UILDIXGS : 1� tached rage 1 2 car TOTAL FLOOR AREA. : 0 � SQ . FT . r ac a Garage 1 , r V SIZE OF NEW STRUCTURE * f )C � ' "'`` ` Private - Storage Building C ercial Storage Building FEET XFoe �•. r tier k., � Foundation Type : 4will any second-hand or ungraded Number of Stories : lumber be: used ? If so , for what ? ( habitable apace or yly ) Height ( grade to rjcdge ) 0 feet TYPE OF HEATING SYSTEM : Number of flreplacelo and/ or woo stove ( circle all which applies ) to be installed :_ Electric / oil / Gas / Wood Forced Hot. Air / Baseboard / other Person res onsible for supervision of wo�y� as r „o buildin codes i s : fv*l cr -)e, '55 t o ( 7v`t~ 113 � �dx C5 �Ss- Builder : Name Addressy �.Phone Cr Plumber : Mason ; Electrician : DECZARATfON. Please sign below after you have carefully read the statement. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, an AS BUILT PLDT PLAN by a licensed surveyor; drawn to scale, sh ng actual location of project on premises. Signature: (owner, owner's agent, architect, contractor) RESIDENTIAL FINAL INSPECTION REPORT Office No. (318) 761-82s6 bate inspection request received: Building & Code Enforcement Dept. of Community Development Arrive � Depart Town of QQueensbury Inspector's Ini 742 Bay Road w 9t Queensbury, Ne York 12$tl4 NAME PFRMIT # l QCATICtN DATE TYPE OF STRUCTURE jr I N/A YES NO COMMENTS Chimney HeightP*D" Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof ,Roof Complete flete 111ten r/ Finish Com1ings u�C t4 V Interior/ExYenior Itaili.ngs 30" 36" a Exterior Handrails, 'balconies landin IS in- or more Interior Handrails stairs both 'des 3 a more caeca Crrade 2'Yo away from foanda an 8" clearance to Sill plate Gas Valve shut-off expoeeoll ator 8" above grade r Gas Furnace shut-off 3Q within line of site Fshut-off urnacelce/Furnace shut aft a� trance area Furnace/Hot Iot Water Heater Opera Relief Valve(s) installed Headroom, 6 'ft. 6 in. on stairs Be sement stairs, 6 ft. 4 in. 1 13andmii exterior stairs both sides m than 3 risers Interior privacy/nirn/doors/main en ce 36" Floor Finish Bathroom/Kitclien watertight - Inrerior handrails Balconi.sn,_ _-.ding 1 in, or more Railing across window in stairwells Smoke Detectors_ every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation s/4 hour fire door/door closer Garage fittproofing Garage penetrations sealed Furnace in separate room protected (in garage} Light ventilation per roam Safety glazing 18" or less from floor Final. Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout raquireci Okay to issue C/C (Certif. o€Compliance} Okay to issue temp. C/o (Certif of C?ccvpancy). Okay to issue permanent C/O (( erti{; ofr x ray) EN G ERAL 1NSFECTI©N REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development DajbwWspergon ' received: I Building & Code Enforcement ✓ � _ 742 Bay Road ~ ; Queensbury, NY 12804 fr � Arrive .- pectar's , 'nitials N. hffi: A e. !"'i+^• 44e�k PERMIT # ) LOCATION: A TYPE OF STRO RECHECK NIA YES NO CONUWENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place FoundationMartipproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing, Heating Roughdn Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces Pro Vent, Attic Vent mi Jack Studwl4eaders BTacing/Bridginit Joist Hangers Jack Post Air Infiltration farrier Fire Separation 1, 2, 3, 'hour Penetration Sealed Fire Wall 2, 3, 4 hour Fieestoppin . -d-av') T 5 ,a bra y' RESIDENTIAL FINIAL YNSPECTION REPORT Office No. (518) 761-8256 Date inspection request received: Building & Cade Enforcement Dept. of Community Development Arrive tk. an ri Depa, Tawtt of Queensbury _ - It - ctor's 742 Bay Road �- _ _- - '`"Isp Queensbury, New gY� ork�. 12SW4� �(}} /CJ NAME � Tf91V -_ 1 '1 �i7�r ��_. a _ F'FRMIT # ^— 1 A DATE 1LOCA =� TXPEt,t)F SIRUCTURE N/A YES o COAAMENfs ChirrmA Height/"B" Vent/Direct Vent Location Fresh Intake Plumb V t through roof t Roof Comp to Exterior Fim Complete Interior/Exterik Railings 30" to 36' _�Tl C =�! Exterior HandsN7,� es, landing 18 in. or more ��__ interior I iancisaith sides 3 or more risersGrade 2°lo awayation $" clearanc_ to soGas Valve shut- sd/regulator My above grad - Gas Furnace shut-off wi 30 feet or within line of to Oil Furnace shut-off en�inee to furnace area Furnaee/Hot Water Heater fterating Relief Valve(s) installed Headroom, 6 ft. 6 in. on stairs Basement stairs, 6 ft. 4 in. handrail exterior stairs both sides ore tbauon risers Interior privacy/trirxrldaox w main en cae " Fz L . 'tchen watertight Interior Handrails Baiconiesr7,anding 1 - or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom enter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/dear el or Clarage frepmoftn Garage penetrations Furnace in separate protected (in garage) Light ventilation per Safety glazing I s" ar ess from floor Final Electrical Site Plan/Varian aired Final Survey Plot an 40 As Built Septic stern layout required. Okay to issue " C (Ceriaf of Compliance). Okay to issue p_ C/O (Certif. of Occupancy)_ Okay to issue permanent C/O (Certif. of occupancy) pt) TOWN OF QUEENSBURY BUILDING CODE ENFORCE T 742 Bay Road Queensbury NY I2804 (518) 761-8256 SEPTIC ,4iSftSAL SYSTEM INSPECTION Name a Location Date 1 4 C'1�- lea P� it #c Q 'f SOIL TYPrt Sand- Loam4CTay- Results o Percolation Test- ( if applic le ) Rate- inute/' Inch TYPE OF SY ABSORPTION ELD : Total Length Length of ea trenc - Depth of tree heS Size of stone SEEPAGE PITS : umb r- Size - ft . Stone sz e�� PIPING : s Size Type Bldg . to Tank , Tank to Dist . Box to Fie lPi Openings Sealed ? Ye No Partial LOCATION/SEPARA IONS : Foundation to ank '� feet Foundation to bsorption — feet Separation of Pits , feet Conforms as er Plot Plan des No LOCATION OF YSTEM ON PROPERT'*: ( circle on Front - Re r - Left Side - Right�hSide Middle Fro t - Middle 'Rear COMMENTS i SYS USE APPROVED: YE 0 Arrived: Depa 'T� y, Bui4rding In a for I GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept, of Community development date inspection request received: Building & Code Enforcement 742 Bay Road �,- Queensbury, NY 12804 Arrive � am/pm Depart Inspector's In' [[ r NAME: GL PERMIT" 4 T J LOCATION: 1 BATE T * PE OF STRU RECHECK NIA YES NO COMMENTS Footmgs/hiers �T! Monolithic Pour Form Reinforcement in place Thee contractor is.responsible providing protecton from freez for 48 hours following the nt of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundationl )ampprooftng Bacldill Apprarval Plumbing Under Slab Plumbing Vent(Vents in Place Rough Plumbing, liput9fron ti Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- r, Duct work or piping in , unheated spaces R- Proper Vent, Attic Vent F Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Ream Air Infiltration Barrier Fire Separation 1, 2, 3, 'hour Penetration Sealed Fire Wall 22 3, 4 hour Finestolrpin `���---- GENERAL INSPECTI©1V REPORT '�----- ( 518 ) 761 - 8256 Town of Queensbury y f Dept. of Community Development Date inspection request received. 1r fl Building & Code Enforcement 742 Bay road Queensbury, NY 12804 Arrive +a 7anv epart r^ is initia / Q NAME: r .LLC r PERMIT # t C] -- LOCA ON- DATE - TYPE TYPE OF S*IRU RECHECK N/A YES NO CC7MMENTS FootingslPiers Monolithic Pour Form Reinforcement in Place The contractor is respo for providing protection 13eezi for 48 hours following a placeme t of the concrete_ Materials for this purpose site Foundation/W 1pour Reinforcement t Puce FoundationfD Backl ll Approval Plumbing under Slab Plumbi Vent(Vents in P PI . Heating Rough-In Insulation Foundation Walls l R- Foundation Walls Exteri r R- Floors Walls R.- Cei_ling R- Duct work or pipi in unheated R- Proper Ven ent F Jack Studs/Headers . 1�►] �`- 1�^ -G� M�-� 7� BracingMridgin joist Hangers !1 -k-, ; _ 13 P1►1 r F S��j 1 > t�#�j rack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed lz�7t, Fire Wall 27 37 4 hour Firestoppin FPOM James Daly Tobin Arcl, : tectS FOX NO. �18 4. 9 0477 Ju ! , 28 <c 8 01 : 09F'M P2 . .� �. S ' f • k 7.. . ka" 4,+:.. ."•c.A r •'.r l" , riS� " - 1 • . - F " r' i+r l' t�• 'J'Kf`.'v r^'C�%-':. .,;:.r, a90i1� or u i - ! '•! 40 1 A . f• ilI d A. :.m - Li Ljo� / Ye ' . GENERAL IMSPBCTION REPORT ( 518 ) 761 -8256 Town of Queensbury Dept. of Community Development Date inspection request received. Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive} j m Dep b►in Inspector's initi40 DAME: f G ""l, PERMIT # C1 't7 IC e r L5 � F� DATE : / TYPELOCA F Gv YPE Of S'ITt[JC'L"U�RE. RECHECK NIA YES NO COMMENTS Footings/PiCIS i Monolithic Four Farm Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete_ Materials for this purpose on site Founc3atianf WallpKxur Reinforcentent in Place Foundation/Dampproofin i, a 111 Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbin Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- walls Ceiling R- Duct work or piping in unheated spaces R- Proper 'Went, Attic Vent F Jack StudsMeaders BracinglHri Joist Ilaugers Jack Posts/Main gleam. Air Infiltration Harrier _ Fire Separation 1, 2, 3, hour Penetration Scaled Fire Wall 2, 37 4 hourT41 Firestappin GENERAL INSPECTION RE'P(lRT l ( 518 } 761 - 13256 Town of Queensbury Dept. of Community Development Date inspection request received: d 21L�1 Building dt Code Enforcement 742 Bay Road Queensbury, NY 12MO4 Arrive am/pm Depat'C ` pm Inspector's Initials NAME; -h.. C c! PERMIT #Cc LOCATION: off- 17 TE : { 'T YPE OF STRUCTURE: RECHECK c2 NIA YES NO COMMENTS Footings/Ners Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on Bite P oun onlWal txsur �DU 1 1 `+ram lJ� �1 �� � fG meat to Place Foundation/Dampproofing r f:> [l>v Y] _ 1,> .) , c<- Backtill Approval Plumbing Under Slab Plumbfng Vent/Vents in Place Rough Plumbin Pd U �j YG u p Heating Rough-In Insulation Foundation Walls interior R- Foundation Walls Exterior R- 4 Floors R- Walls R- Ceiling R- D uct work or piping in unheated spaces R- - Proper Vent, Attic Vent Frami Jack StudstHeaders BrIng(Bridgin Joist Bangers lack Posts/Main Air Infiltration Barrjer Fire Separation 1„2, 3, hour Penetration Sealed Fire Wall 27 3, 4 hour Firestoppin y, r- I SiE IR I:L f1Y,'S�P G`TI(7N( 51 $ ) 761 — $ 256 RFJD RT Torun of Queensbury.�'' Dept, of Community Development .Date inspection request rec4ed: 7fy " Building & +Code Enforcement 742 Bay Road Queensbury, NV 12804 Arrive am/pin Deport/ [baT inInspector's tiais AlA1viE: tltrr,. PERMIT # LOCATION: DATE TYPE OF STR CT iRE-- [ � r NIA YE NO CaM�riTS I cccc Monolithic Poor Form Reinforcement in Piave The contractor is responsible for Providing protection from freezing for 48 hours following the Placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place FoundatiorifDampproo I3ackfill Approval Plumbing Under Stab Plumbing VenVVents in Place Rough Plumb' Heating Rough-In Insulation FoundZWa]Usor R- Faundior R- FloorsR- WallsCeilinR- Duct wunhR- Proper Vdnt, Attic Vent Frami Jack Studstlicaders BracingMridging. Joist Bangers Jack Posts/Main Beam Air Infiltration Barricr Fire Separation 1, 2, 3, hover. Penctration Sealed. Fire Wall 2, 3, 4 hour. Firestoppitxg GENERAL INSPECTION REPORT ( 518 ) 761 —$ 256 # Cl Town of Queenshury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am/pm Depart - Inspector's Initials NAME: PERMIT r h.00ATION; _ BATE : `_ �` f� (�-j TYPE OF STPLU RECHECK NIA YES N' CC]MI►oJENTS 't tin,8s/F'iers � Monolithic Pour Form Reinforcement in Place t The contractor is responsible for providing peon from freezing 1 for 48 hours following the placement frt of the concrete. Materials for this purpose on site Foundation/Wallpour, Reinforcement in Place ~ Foundation/Dampproofin Backfill Apgarowsl Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbin Heating Rough-In Insulation Foundation Walls interior - Foundation Walls Exte ' R- Floors R- Wails � f y, R- Ceilin,g / R- Duct work orpq- ing in unh dspaces R- Proper Venf, Attic Vent Framin Jack Suers Bracbig/Bri+dgi Joist Hangers Jack PostalMain Beam Air Iti itration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin f � Vf .! V7F JuHERVVERS awra SCHO Prospsct's Rise Professional Offices ` q ASSOCIATES 00 2315-2 Route 9N Consulting Engine take George, IVY 12845 0= BP r■. Tel_ (518) 6w291 Fax (51 i3) s58e8291 9 9 James Daly Tobin Architects " "# VZ- July 5, 2000 12 Carstead L7rlve SRA 00406 Slingerlands, T JUL 1 0 zDUQ ATTN. James Daly Tobin, AIA y1. 11 RE: McGarrnlck Residence Addilllon - Town 6f0avembuirys, NY - Review of IE.xIl"ng Soprtfc System. Dear Jim, At your request, we have reviewed the existing septic system design at the above. referenced residence► to determine if the existing wastewater disposal capacity is sufficient for the construcUon the proposed eject. The residence currently contains four bedrooms. The Proposed project includes the construction of one additional bedroom. We have reviewed the following survey drawing which contains design information regarding the existing wastewater disposal system: Drawing No, F-76 1 -Map Of Lancls to be Conveyed By Joseph A L mefell% Jr. to Robert J. 8 Arras J. McCormick prepared by Coulter & McCormack, Licensed Land Surveyors dated Jan. 9, 1987. This drawing was revised on 1127i87 to indicate percolation test results, on 6l23/87 to indicate the location of the file field and again on 3/W99 for the property transfer from Luaarelli to McCormick The drawing was signed and sealed by Andrew T. McCormack, P.L.S.. The existing residence was reportedly originally constructed circa 1987 and was completed by Lucarelli, who reportedly installed interior building finishes including plumbing fodureai circa 1990, We conducted site visits on June °a, 2000, June 12, 2000 and June 22, 2000 to review the existing wastewater disposal system. The purpose of our site visits was to visually assess the "sting condition of the the field, to determine the types of sink and toilet fixtures within the residence and to determine the approximate location and size of the existing septic tank Based on our review of the above-referenced wastewater disposal system design drawing and our visual review of the site, we offer the following comments: 1 . The existing tile field design was based on a soil percolation rate of 10 minutes per inch and a flow rate per bedroom of 150 GPD. The required length of absorption trench was calculated to be 333 ft. on the design drawing. Since the residence was constnicted between 1980 and 1991 , a required flow rate of 130 +GPD per bedroom _ G7i a5 ; Uu fiE� 1u : 1 :l F:i1 6r} J::Bi9 r�x lransailttdl + sLUB5 iOUlll WF4U : James Daly Tobin, AIA July 51 2000 Page 2 SRA 00-91X should have been used instead of the 150 GPD per bedroom rate. We have field verified that the existing sink, shower and toilet fixtures in the residence airs of a type that is consistent with the 130 +GPD per bedroom flow rate requirement. At 130 GIRD per bedroom, the currently proposed five bedroom residence would require a total of 350 R. of absorption trend based on the percolation rate indicated on the design drawing. The design drawing indicates that the installed the field system contains six laterals at 60 ft. each for a total existing absorption trench length of 360 ft.. We thaerefore consider the existing the field to be adequate for a five bedroom residence as is ,proposed for the current prallescct. 2. Our field review of the existing file field revealed that the system was constructed In a fill material since the present topography does not agree with the tcpoomphia contour lines indicated on the design drawing. This was probably done at the time of construction of the file fled since the depth to bedrock indicated at Test Pit No. 1 was only 3.5 it, which would not be adequate to maintain the required 3 ft* separation from bottom oct the absorption trenches to bedrock as shown on the Tile Field Trench Detail. WO are assuming that the percoolation test was taken in the fill material In 1987, The existing filled area appears to be consistent with the required field size for the installaation of six laterals at sixty feet each. The top surface of the the field was ob&erved to be overgrown with weeds and small saplings at the time of our site visit. The the field area must be mowed and maintained on a regular basis to prevent the growth of saplings and brush with toot systems that could plug the distribution laterals and thereby reduce the capacity of the absorption trenches. 3. No informatiary was provided rewarding the size and location of the existing septic tank and the pump pit, We were able to locate the existing duplex pump pit near they northwest corner of the existing garage- The existing septic tank appears to be located between the pump ,pit and the residence along the north wall of the garage at a depth of two to three feet below existing grade, as evidenced by soundings with a steel bar. Trio size of the erxlstng septic tank could not be determined. It is probable that the septic tank which was installed was at most a 1250 gallon capacity unit which would have been appropriate for a four bedroom residence- The proposed five bedroom residence will require a septic tank capacity of 1500 gallons Pius 250 gallons each for the presence of existing Jacuzzi and garbage grinder units for a total required capacity of 20DO gallons. We suggest that the existing septic tank be exposed during construction to determine the size of the eXistirrg unit_ if the tank is determined to have a capacity of lass than 21300 gallons, then the tank should be removed and replaced with a 2000 gallon ,capacity tank. Grade rings should be installed above the septic tank clean-out openings to within approximately six inches below finish grade and appropriate covers provided above the grade rings to facilitate future tank cleaning. The owner should be advised that the septic tank should be pumped at three to five year intervals as a regular _; f - �01 ' UJf VV T'Li' 1V . a. :1 L'._.k US146 L' Q.Y 1ALS1aalLi a. lda 4 -_',Ny,. aVw•i.1 .� .. .,. 1 James Daly Tobin, Alai .tuly 5, 2000 Page 3 SRA 00-9CA maintenance proes�&Jre_ The replacement septic tank, if required, should be installed no closer than ton feat from the basement wall; the new tank may be installed immediately adjacent to the north garage wall since the garage floor is of concrete slab-on-grade construction. We have discussed the above Information with David Hatin, Zoning Ofrwar for the Town of Queenabury. We suggest that Mr. Hatin and our office be contacted after the existing tank is exposed to verify the ca- parity of the existing septic tank and the feasibility of replacing the tank in the manner stated above if required. Thank you for the opportunity to provide these "ineering services. If you require additional assistance on this project, please call at any time- Sino"Iy, �"�y*IFs opt Carl B. Schoder, PE Principal I I I W rm O TO Li �D (o 00 ♦^ V O'... le- cc ca l W o N Y J \9-?Odl IRON PIPEFOUND 2/11 \7CON0. APPROXIMATE LOCATION OF EXISTING5EPTIG TANK. VERIFY EXISTING CAPAREPLACE w/ NEW 2000 GAL. PRECAS5EPTIG TANK IF EXISTING CAPACITY 1 THAN 2000 GAL GAPAG 1 TY. PROVIDE GRADE RIN65 AND CAST IRON COVERS ® TANK OPENIN65 APPROXIMATE LOCATION OF EXISTING DUPLEX PUMP PIT ZL NEW 24" dio. 6.1. CULVERT. CONNECT NEW CULVERT TO EXISTING CULVERT RELOCATE EXISTING HEAD WALL TO NEW CULVERT END REMOVE APPROX. EIGHT TREES FROM NEW GARAGE LOCATION. REMOVE ROOT 5TRUCTURF-5 k "W 51.75' 3AIb4 WdabOdW — — — — / / �� N S11°01'50 'C lro / FIf, 00 APPROX. LOCATION OF EXI5TIN6 SANITARY LINES FS / 3 RECONNECT EXISTING LINES TO NEW SEPT I G TANK FAO \ \ REMOVE EXISTING TREE, SHRUBS, SLATE GROUND COVER STONE WALK WAY AND STEPS @ NEW SEPTIC TANK �' \ \ to AND SAN I TARP LINE AREA. / \ \ N / \ M / n N to \ \ \ (O dt to O /N \\ M to O M M \ OLD \ \ CONCRETE MONUMENT FOUND 2/11/99 o � WELL ED APPROX LOCATION OF FORGED SANITARY LINE 1 !Zp EXISTING �'tk I RESIDENCE ' N N M O N \ _O M M cC 00 \ � M M rn \ CD? M M M M � M POLE W/ METER NEW UNDERGROUND I ELECTRIC NEW GARAGE---, NOTE: REPLANT ALL SHRUBS IN ORIGINAL LOCATIONS. REINSTALL ALL DISTURBED GROUND COVER INSTALL WARNING TAPE ABOVE LEVEL OF NEW ELECTRIC UNDERGROUND LINE TO GARAGE STONE \ j PILLAR \ 124•05 RR SPIKE SET AT EAST EDGE MACADAM ROAD �� , ;A599 EDGE INSTALL 4" t GONG. APRON BETWEEN GARAGE AND EXISTING ASPHALT PAVEMENT MATCH ELEVATION OF EX15T'G DRIVE 1 NgGE PpL� 3 STONE N ##3 PILLAR . O ��2*o �1, 53• g \ _ 0 N 2' 42 R�qD 10" CMP CULVERT \ N 29•56, WIDE\ O A:p 390 NON- / O NM 1 1V50 NYT #1 JAME5 0ALY0 TOBIN 06 a n. o zz O0 /0O J rn oo� Z NASTENATER D 15F'05AL 5`r5TEM DE51 GN 5A515 NOTE: INFORMATION INDICATED A5 "REF." IS FROM DESIGN DRAWING NO, F-?(61 "MAP OF LANDS TO BE CONVEYED BY JOSEPH A. LUCARELLI, TO ROBERT J. 4 ANNE J. Mc GORMIGK PREPARED BY COULTER & MGCARMACK, LICENSED LAND SURVEYORS - DATED JANUARY q, Icial. NUMBER OF BEDROOMS 5 FLOW RATE PER BEDROOM 150 GPD 501L PERCOLATION RATE (ref) 10 MIN. / IN. ABSORPTION TRENCH LENGTH REQUIRED 560 L.F. ABSORPTION TRENCH LENGTH PROVIDED (ref) 560 L.F. EXISTING SEPTIC TANK CAPACITY - UNKNOWN (TO BE VERIFIED IN FIELD) rNOTES REOUIRED SEPTIG TANK GAPAGITY PTIG TANK 1,500 GAL. ADDED +250 GAL. JAGUZZI +250 GAL. GARBAGE GRINDER TOTAL - 2000 GAL SEPTIC TANK REPORTED LOCATION OF EXISTING TILE FIELD 51X LATERALS AT 60'-0" EACH EQUAL 360'-O" L.F. �� OG \ Ak ADDITIONS and MODIFICATIONS OA110 o'�,. to the MO GOWICK HOUSE .TUNE -7, 2000 DARK BAY LANE LAKE CGEORGE, NEW YORK SGa-e vlw 4� 51 17E PLAN -r FILE MGG51 s-1 AtRGHITEOT'J 12 GARSTEAD ♦ SLINSERLANDS NEW YORK 516 - 43a - 04wM