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90-434 CERTIFICATE OF COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date 4.O1.44.0174-04. 6 19 I This is to certify that work requested to be done as shown by Permit No. 90-434 has been completed. This structure may be occupied as a sewage alteration Location1273 Bay Parkway, Assembly Point JOHN J. dt BARBARA LYNCH Owner By Order Town Board TOWN OF QUEENSBURY Director of Bldg. do Code Enforcement BUILDING PERMIT TOWN OF QUEENSBURY No. 90-434 WARREN COUNTY, NEW YORK C u i PERMISSION is hereby granted to JOHN J. & BARBARA LYNCH OWNER of property located at 1273 Bay Parkway, Assembly Point Street,Road or Ave. in the Town of Queensbury,To Construct or place a Sewage alteration at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is same C C c 2. CONTRACTOR or BUI LDER'S Name e 3. CONTRACTOR or BUILDER'S Address 4. ARCHITECT'S Name 5. ARCHITECT'S Address 0. 6. TYPE of Construction—(Please indicate by X) ( )Wood Frame ( ) Masonry ( )Steel ( ) V) O 7. PLANS and Specifications 'C No. Sewage alteration "Wisconsin Mound' includes 1250 gallon tank as per o specifications, plot plan and application. 8. Proposed Use Sewage alteration g sv aq 25.00 July 5 92 fD $ PERMIT FEE PAID—THIS PERMIT EXPIRES 19 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the n town of Queensbury before the expiration date.) Dated at the Town of Queensbury this 5th Day of July 19 90 SIGNED BY for the Town of Queensbury uilding and Zoniinspector I q - � - 2 Orft TOWN F Q EENSBIIJ�;= QU�E�•,�__a APPLICATIOtJ E T DISPQ Lu�Q JI ;�I ,{�/ ', --Li LIU DATE: 6 '2S 1`o JUL - 21990 U . LOCATION OF PROPERTY FOR INSTALLATION f-tS 13L-1 (70f6-11-9644c715erbt-Alp ) Owner' s Name: 1 5 1 A- L'L L.1cM- Address: ..2 73 53 , =',.5,je,tvs n7� .4s.s,errr.,f4. .2 . G Ri4 ne Installer' s Name: 14O1— Wit-. : 7i°i_Telephone: 4 fel- Number of bedrooms (residential only) M Total daily flow (compute @ 150 gal per bedroom) 7 5t_) (30-L_l 0)4 Topography: Circle one: Flat lling Steep Slope % of Slope .J` �/0 Ro Soil Nature: Circle one: Sand Loam Clay Other /Depth: St Ft. Ground Water: At what depth? 2 ± - Feet Bedrock or Impervious Material : At what depth? (--) 11' Feet Percolation test: Circle one: not required require Rate - Min. Per Inch Domestic water supply: Circle one: Municipal Well Other — t E If domestic water supply is a well : Separation: Water supply from any septic absorption 1,---- ,,- feet. -" - jq-r-- '0 D'tZ l C-c 01 — " (..,t) i S C L)31.k; if PROPOSED SYSTEM: Septic Tank 12 q) gal . (minimum size: 1,000 gal ) TILE FIELD: Each Trench feet/Total system length feet SEEPAGE PIT(S): Number of /Size each feet by feet Size of stone to be used # 4 /Depth or Thickness Q l --S feet ***************************** HOLDING TANK SYSTEM IF REQUIRED &I /A) NO. of Tanks Size of Each Gal . *Alarm system and associated electrical work to be inspected by an approved agency. I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. SIGNATURE OF RESPONSIBLE PERSON: DATE: i' /y,t, 7 C- P7` C.- )-) OP(-- __161-5\-7“" I UJ I i)7/ +13 "°--CLer:_s C° / s A a — C4/11C ° ('16 \---f—', p � 3 + Mr #3,L " t"'. • tj 6 ' 39 2. ®b k:\3 2 "—VD C C •k-' &6\1:1;C4- F6 st) `�' 0()2_- ` C3) i‘ 0-5 ' crl ) .3 . .) 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L- G=' - 3o " P t °&c ) ` jc t " L — IAA — rOcs--S c CDIA-)4 . -- U t3-t.- 2AD TABLE 7-8 COMMONLY USED FILL MATERIALS AND THEIR DESIGN INFILTRATION RATES (24) Design Infiltration Fill Material Characteristicsa Rate gpd/ft2 Medium Sand >25% 0.25-2.0 mm 1.2 <30-35% 0.05-0.25 mm <5-10% 0.002-0.05 mm Sandy Loam 5-15% Clay Content 0.6 Sand/Sandy Loam 88-93% Sand 1.2 Mixture 7-12% Finer Grained Material Bottom Ash - 1.2 a Percent by weight. b. Geometry of the Absorption Bed The absorption area within the mound system can either be a bed or a series of trenches. Beds are typically used for single homes or other small systems because they are easier to construct. The shape of the bed, however, depends on the permeability of the natural soil and the slope of the site. In most instances, a rectangular bed with the long axis parallel to the slope contour is preferred to minimize the risk of seepage from the base of the mound. If the natural soil has a percola- tion rate slower than 60 min/in. (24 min/cm) , the bed should be made narrow and extended along the contour as far as possible (see Figure 7- 12) . In soils with percolation rates faster than 60 min/in. (24 min/cm) , the bed can be square if the water table is greater than 3 ft (0.9 m) below the natural ground surface (4) (25) . 245 the top soil . It is only in the more slowly permeable soils where addi- tional basal area is required, and a conservative design may be appro- priate for these situations. TABLE 7-10 INFILTRATION RATES FOR DETERMINING MOUND BASAL AREA (4) Percolation Infiltration A Natural Soil Texture Rate Rate min/in. gpd/ft Sand, Sandy Loam 0-30 1.2 Loams, Silt Loams 31-45 0.75 Silt Loams, Silty Clay Loams 46-60 0.5 Clay Loams, Clay 61-120 0.25 d. Effluent Distribution Although both gravity and pressure distribution networks have been used in mound systems, pressure distribution networks are superior (4) (24) (25) . With pressure distribution, the effluent is spread more uniformly over the entire absorption area to minimize saturated flow through the fill and short circuiting, thus assuring good treatment and absorp- tion. Approximately four doses per day is suggested (25) . The design of pressure distributed networks is found in Section 7.2.8. e. Porous Media The porous media placed in the absorption bed of the mound is the same as described in Section 7.2.2.3. f. Inspection Pipes Inspection pipes are not necessary, but can be useful in observing pond- ing depths in the absorption bed (see Figure 7-6) of the mound. b. 249 :T� FIGURE 7-28 • REQUIRED LATERAL PIPE DIAMETERS FOR VARIOUS HOLE DIAMETERS, HOLE SPACINGS, AND LATERAL LENGTHSa (FOR PLASTIC PIPE ONLY) LATERAL DIAMETER (IN) t Hole Diameter (in) Hole Diameter (in) Hole Diameter (in) Hole Diameter (in) Hole Diameter (in). c cu 1 /4 5/16 3/8 7/16 1 /2 °' Hole Spacing (ft) Hole Spacing (ft) Hole Spacing (ft) Hole Spacing (ft) Hole Spacing (ft) J 2 3 4 5 6 7 2 3 4 5 6 7 2 3 4 5 6 7 2 3 4 5 6 7 2 3 4 5 6 7 10— , 1 " 1 " 1 " 1 " 1 " c.) 15' ..Jr l--- "' 20 - _ .-._ 11/2" 11/2" 1 ,/4„ 1 „ 2 5— — t 1/2" 1 ,/4„ 11/2" L 30 Example 7-3 - 35-t v2 L� 1 14" - - 2 " 1 '/2„ 11/4" ,�1 '/2" 1 '/2„ 2 1 ,/Z„ 40-- _ -1._ '. — 2" 2 3" 3" .45_ 2" 11 _. Example 7-2 3", 1 Y " 3"7 0 - - a Computed for plastic pipe only. The Hazen-Williams equation was used to compute headlosses through each pipe segment (Hazen-Williams C= 1 50). The•orifice equation for sharp-edged orifices (discharge coefficient = 0.6) was used to compute the discharge rates through each orifice. The maximum lateral length for a given hole and spacing was defined as that length at which the difference between the rates of discharge from the distal end and the supply end orifice reached 10 percent of the distal end orifice discharge rate. To simplify the design of small pressure distribution networks, Table 7- 13, and Figures 7-28, 7-29, and 7-30, may be used. Examples 7-2 and 7-3 illustrate their use. Other design methods may be equally suitable, however. TABLE 7-13 DISCHARGE RATES FOR VARIOUS SIZED HOLES AT VARIOUS PRESSURES (gpm) Pressure Hole Diameter (in. ) ft psi 1/4 5/16 3/8 7/16 1/2 1 0.43 0.74 1.15 1.66 2.26 2.95 2 0.87 CIO-6 1.63 2.34 3.19 4.17 ti 3 1.30 1.28 1.99 2.87 3.91 5.10 4 1.73 1.47 2.30 3.31 4.51 5.89 5 2.17 1.65 2.57 3.71 5.04 6.59 Example 7-2: Design of a Pressure Distribution Network for a Trench Absorption Field Design a pressure network for an absorption field consisting of five trenches, each 3 ft wide by 40 ft long, and spaced 9 ft apart center to center. Step 1: Select lateral length. Two layouts are suitable for this system: central manifold (Figure 7-24) or end manifold (Figure 1; 7-25). For a central manifold design, ten 20-ft laterals are used; for an end manifold design, five 40-ft laterals are required. The end manifold design is used in this example. ,.t Step 2: Select hole diameter and hole spacing for laterals. For this example, 1/4-in. diameter holes spaced every 30 in. are used, although other combinations could be used. 284 FIGURE 7-29 RECOMMENDED MANIFOLD DIAMETERS FOR VARIOUS MANIFOLD LENGTHS, NUMBER OF LATERALS, AND LATERAL DISCHARGE RATES (FOR PLASTIC PIPE ONLY) MANIFOLD DIAMETER (IN) Manifold Length (ft) Flow per 5 10 15 20 25 30 35 40 45 50 Flow per Lateral Number of Laterals with Central Manifold - ' Lateral (gPm) 4 6 41 fi 10 4 6 8110112 6 8 10112 14 618 10[12114 1)8 10112114 618 101121-14116 6 811011214116118 68TOr2I 81 141)6118120 ,, 1112114116118 20122 (gPm) 7 5�Y . ^ I,; ^ r ^ 2" 2„ 2" 2„ 2" 3" 3" 3" 4" 10 .� 1d 1 _T •a 2" 3„ I 3„ Example 7-2 — 1 0 ry co N _1 4„ 15 & — -01—Example 7- 31 4" i 4" 4" r30 ci rn I 20 N 3,.— 3^ � 3 — 4" F �._. J----.25 e 4„ 4„ 6" 6„ 6„ 6" 6„ 50 w 2 321314 5 2131-41516 314151617 314151617 31415 617 31415' 6T-718 31415 6471819 314 518171819114314_516171_8191'101111 Number of Laterals with End manifold a Computed for plastic pipe only. The Hazen-Williams equation was used to compute headlosses through each segment (Hazen-Williams C - 150). The maximum manifold length for a given lateral discharge rate and spacing was defined as that length at which the difference between the heads at the distal and supply ends of the manifold exceeded 10 percent of the head at the distal end. • k FIGURE 7-30 NOMOGRAPH FOR DETERMINING THE MINIMUM DOSE VOLUME FOR A GIVEN LATERAL DIAMETER, LATERAL LENGTH, AND NUMBER OF LATERALS -4,000 1 :i -3,500 f -3,000 - 3 - 2,500 ' 2,000 m EXAMPL 7-3 rn 2 1,500 w \ / 10 D / \\ N 1 000 EXAM"LE 7-2 / \ 15 w o c 3 \ = --\ 900 > N 20 f- - 2 w / \ C7 CZ 800 00 20 / \ 2. Z 1w- - 700 0 15 // /'I 4 ���` 30 w \ -600 Q -500 / //� 5 co 40\CC 10 Q CC/ i/ m 50 w ��� J IJ. 450 Z w �, Uj F- \ �.` Q . - 400 Q 6 2 Q \ CC r. - 350 5�J 3 \ 1/a 1 7 300 i//• 4 0 0 \\ J i 8 > -250 '// 3 w 9 w \\ m d i/ // 2 101E \ 1'/.� 2� / D Z , / 150 / 1 / 15 / / ' 1 •i: 20 t: / f 287 , TABLE 7-4 DOSING FREQUENCIES FOR VARIOUS SOIL TEXTURES Soil Texture Dosing Frequency Sand 4 Doses/Day Sandy Loam 1 Dose/Day Loam Frequency Not Criticala ii Silt Loam 1 Dose/Daya Silty Clay Loam Clay Frequency Not Criticala a Long-term resting provided by alternating fields may be desirable. 111 Selection of Application Method: The selection of an appropriate method of wastewater application depends on whether improved absorption or improved treatment is the objective. This is determined by the soil permeability and the geometry of the infiltrative surface. Under some conditions, the method of application is not critical , so selection is based on simplicity of design, operation, and cost. Methods of appli- cation for various soil and site conditions are summarized in Table 7- 5. Where more than one may be appropriate, the methods are listed in order of preference. e. Porous Media The function of the porous media placed below and around the distribu- tion pipe is four-fold. Its primary purposes are to support the dis- tribution pipe and to provide a media through which the wastewater can flow from the distribution pipe to reach the bottom and sidewall infil- tration areas. A second function is to provide storage of peak waste- water flows. Third, the media dissipates any energy that the incoming wastewater may have which could erode the infiltrative surface. Finally, the media supports the sidewall of the excavation to prevent its collapse. 224 Down of Queen J4ur, BUILDING and ZONING DEPARTMEN Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME 7'j 4,7_,(1_,4,) LOCATION/K4 4/JJ t o ,/fir 174 DATE //1// / PERMIT NO. ?11-�Y1'roSOIL TYPE - - Loam - Clay - Percolatio st Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, total . S Length of each trench Depth of trenches ' Size of gravel SEEPAGE PITS{Number of) Size- ft. X ft. Gravel size PIPING: Size Type Bldg. to tank t- �� I y ' Q& Ip Tank to dint. x, K Dist. box to field/pi Openings sealed? C,E NO Partial LOCATION/SEPARATIONS: Foundation to tank /0 ft. Foundation to absorption S/D ft. Absorption to lot line ;to ft. Separation of pits ...,...--ft. LOCATION OF SYSTEM ON PROPERTY(circle one) Front ea - Left side - Right side - COMMENTS: iciff—C " Q t Glart--e .1-GL s41d aS` / 7022 ` . SYSTEM USE APPROVED YE NO Bui ding Inspector 01/86 and vl st,"„,,sti,s,,,",,rk,o,,,,,,,,•,-.os,,ott k„si as,,or,,ati anti,e,„‘e,-,•,-or,.",aki,sia p!„..•,se!,oi, p,"OP/ IIP.1.11tiaRtL"s asti),R,I,"LsL.,Ls,.ksI.)s,.,,C..r,.,,,,1•,.;110,-‘•,,-:1IP k•i-,,,-A,-,•,.,c,,,, IP,-,s,,.)! 1, THE NEW YORK BOARD OF FIRE UNDERWRITERS _ ', BUREAU OF ELECTRICITY ; 1 ii,, 41 STATE STREET.ALBANY, NEW YORK 12207 a iC Date Application No.on file H 414577 THIS CERTIFIES THAT t, by thi-k. only the electrical equipment as described below and introduced 1-(: Papplicant named on the above application number in the premises of �,:,:a . : EM -. in the following location; Basement ❑ 1st Fl. ❑ Lot 2nd Fl. Section Block s1; was examined on - tit >, .-1,-c _' '�-I uFR 0871_, ,_ and found to be in compliance with the requirements of this Board. '. li(,; FIXTURE I FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS ''. OUTLETS KEPTACLES SWITCHES %; INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. '� 1' �. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS •! . AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO ET AMT. WATTS ,>t i; .- •-`; SERVICE DISCONNECT NO.OF S E R V I C E .1. AMT. MAP. TYPE EQUIP. 1,e'2W 1 A'3W 3 A'3W 3 A'4W NO.OF CC.COND. A.W.G. NO.OF HI-LEG A.W.G- NO.OF NEUTRALS A.W.G. '. METER -. .. PER$ OF CC.COND. OF HI-LEG OF NEUTRAL 1. 4 1r • it: OTHER APPARATUS: 1 ALARM--1 �: FEEDERS:1-2 II 12 BASEMENI TO EASEMENT . 1: 1� si _ '1 1 PATRICJK ::, J. GALI SHE 1 HCRO`' BOX 10 BRANCH MANAGER-----. ( CT ex; WARRENSBURG, N\ . 12885 . ' Per .�: This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. :'. COPY FOR BUILDING DEPARTMENT. THIS COPY OF Cr