2009-565 { TOWN OF QUEEN SBURY
742 Bay Road,Queenshury,NY 12804-5902 (518)761-8201
Community Development -Building& Codes (518) 761-8256
CERWYLIFIC A'T'E OF COMPLI-A-N- CE
Permit Number: P20090565 Date Issued: 'Wednesday, November 23, 2011
This is to certify that work requested to be done as shown by Permit Number P20090565
has been completed.
Tax Map Number: 523400-227-006-0001-002-000-0000
Location: MAYFLOWER LANE,OFF
Owner: JACQUELINE M. ROSETTI
Applicant: JACQUELINE M. ROSETTI
This structure may be occupied as a:
Test Pit t Perc Test Review
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DUES NOT relieve the
property owner of the responsibility for compliance with Site Plan, '
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20090565 Application Number: A20090565
Tax Map No: 523400-227-006-0001-002-000-0000
Permission is hereby granted to: JACQUELINE M. ROSETTI
For property located at. MAYFLOWER LANE,OFF
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Tyke of Construction Value
Owner Address: JACQUELINE M. ROSETTI
Test Pit/Perc Test Review
427 NEW FANNER Rd
LOUDONVILLE,NY 12211 Total Value
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2009-565
DEEP HOLE PERC TEST
$200.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 23,2012
(If a 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 Tow Queensb , Wgd ne sday,November 23,2011
e
SIGNED BY I for the Town of Queensbury.. ! ury.
Director of Building& ode Nkforcement
Page I of 2
Dave Hatin
From: Daniel W. Ryan, P.E. [dryan@visionengineedng.org]
Sent: Monday, November 23,2009 4:04 PM
To: Dave Hatin
Subject: FW:TOQ Deep Test Hole Logs-Mayflower Lane
Attachments: Soil Boring &Deep Test Hole Field Log-Jacqueline Rosetti Mayflower Lane (1)
(Cerfified).pdf,Soil Boring & Deep Test Hole Field Log -Jacqueline Rosetti Mayflower Lane
(2)(Certified).pdf
Dave attached are the test hales for Mayflower Lane we performed last week. Please call with any
questions. I discussed with the owners engineer using the location closest to test hole #1 for the septic
system, as there was less coarse fill and more naive loamy fine sand, and the upper slopes had better
separation to seasonal high groundwater.
Thank you,
Daniel W. Ryan, P.E.
VISION Engineering, LLC
16 Pearl Street, Suite 200
Glens Falls, NY 12801
P 518-792-9264 Ext. 117
F 518-792-9282
dryan visionen ineering.arq
VISION Engineering
From: Summer Shea [mailto:sshea@visionengineering.org]
Sent: Monday, November 23, 2009 2:36 PM
To: 'Daniel W. Ryan, P.E.'
Subject: TOQ Deep Test Hole Logs - Mayflower-Lane
Both Deep Test Hole Field Logs are attached.
Summer Shea
Office Administrator
VISION Engineering, LLC
16 Pearl Street
Suite 200
Glens Falls, NY 12801
P (518) 792-9264 x114
F (518) 792-9282
vwvw.visionengineering.org
11/24/2009
VISION Engineering SOIL BORING & DEEP TEST HOLE FIELD LOG
project: 247-TOQ Deep Test Holes 2009 Location: Mayflower Lane
Date: 11/19/09 Temperature: 55 -F Weather. Sunny Test Hole*
Address: Jacqueline Rosetti;Mayflower Lane r--------------------------------
(���ry,NY 12804 i Soil Survey Map ;
Designation: 1 2
County: Warren
i 1 Soil Series: ;
2 Slope Class: ;
Remarks: (site descrlptan,usage,anticipated datly vestewater flow,etc.) t.------------------------------_
cxm r
New struc ,4-bedroom single-famly dwelling.
Depth(in) Boundary Color Soil Soil ConsistencyStickiness Moisture
Condition Matrix Mottling Texture StructureState
0-6 — -- topsoil -- —— --
6-30 -- med.sand
pate brown fill single rained loose —sticky
30-60 yalow-btaam bamy fine sand single-grahied loose non-sticky dry
60+ _� my sand
orar�txown with hate silt blocky firm non-sticky dry
LEA
1. Describe and record the average thickness of each horizon.
2. Record each horizon boundary in terms of distinctness. Designate as Very Abrupt(<0.5 cm),Abrupt(0.5.2 cm),Clear(2-5 cm),Gradual(5-15 cm)
or Diffuse(>15 an).
3. Record the topography of the horizon boundary. Designate as Smooth,Wavy,Irregular(undulating boundary),or Broken(discontinuous or
Intermingled horizons or irregular pockets).
4. Indicate the color of each horizon. The matrix color is the majority color within the pods,and the mottle color is the minority color within the peds.
Record ped surface color where cobra exietthat are associated with an organic coat/clayfiltWearbonate mass/etc. Record the percent ofmotties
as Few(<2%),Common(2-20%),or Many(>20%). Record the mottle contrast as Faint Distinct,or Prorninent.
5. Soil texture:Designate as Sand,Loamy Sand,Sandy Loam,.Loarn,Silt Loam,Silt,Sandy.L'day Loam,Clayloam,Silty Clay Loam,Sandy Clay,
Silty Clay,or Clay. Sand,loamy sand,and sandy loam may be further classified into coarse,medium fine,fine,and very fine.
6. Soil Structure:Designate pods as Gradual,Blocky,Prismatic,Columnar,Platy,Single-Grmoad,or MassAw Structure grade shall be described for
peds as Weak,Wderate,or Strong.
7. Soil Consistency:Designate as Loose,Friable, Firm,or Extremely Finn. Indicated ND for aot.determinable,if too vast for test.
8. Record stickiness as Non-Sticky(little or no soil adheres to fingers after release of pressure),Slightly Sticky(soil adheres to both fingers with little
stretching upon separation),Moderately Sticky(soil adherewto both fingers and stretchessome on separation),or Very Sticky(soil adheres and
stretches greatly).
9. Record the moisture state of each horizon.-Designate as Dry or Moist.
10. Roots:Record the quantity,size,and locations of roots. Record quantity as Few,Common,or Many. Record size as Very Fine(<1 mm),Fine(1-2
mm),Medium(2-55 mm),Coarse(5-10 mm),.or Very Cosrse4>10 mm). Location shall be noted to be Between Pods,In Cracks,Throughout,in Met
at Top of Horizon,or Matted Around Rods Fragments.
Boundary Condition Observed at_Depth:
Bedrock: N/A ft. Groundwater: N/A ft. Impervious Strata: N/A ft. Mottling: N/A ft.
Slope of Site: 3-5 % Ground Cover_.- 0 Grass ❑Wooded ❑Barren ❑Crops ❑Shrubs
Landscape Position: ❑ Depression ❑Hill Top m Side Slope ❑Foot Slope
Describe Roots: (Quantity, Size,and Location) none(grass only)
16 Pearl Street-Suite 200-Glens Falls, NY-12801 -P:518.792.9264-F:518.792.9282
www.visionengineering.org
VISION Engineering SOIL BORING & DEEP TEST HOLE FIELD LOG
Project: 247-TOO Deep Test Holes 2009 Location: Mayflower Lane
Date: 11/19/09 Temperature: 55 OF Weather: Sunny Test Hole* 2
Address: Jacqueline Rosetti;Mayflower Lane --------------------------------,
Queensbu NY 12804 Soil Survey Map i
�' , Designation: 1 2 �
County: Warren 1 Soil Series: ;
2 Slope Class:
Remarks: (site description,usage,anticipated daily wastewater flow,etc.) ———————————————————————————————
New construction,4-bedroom single-family dwelling.
Depth (in) Boundary Color Soil Soil Moisture
Condition Matrix Mottling Texture Structure Consistency Stickiness State
0-6 topsoil
6-44 pale brown med.sand fitl
sirgie-grained Bose non-sticky dry
44-5o dark brown reddish brown sand granular friable non-sficky dry
-15FAW tine saw
50-64 gray-brown reddish brown with trace silt any firm slightly sticky rnoist
1. Describe and record the average thickness of Each horizon.
2. Record each horizon boundary in terms of distinctness. Designate as Very Abrupt(<0.5 cm),Abrupt(0.5-2 cm),Clear(2-5 cm),Gradual(5-15 cm)
or Diffuse(>15 cm).
3. Record the topography of the horizon boundary. Designate as Smooth, Wavy,Irregular(undulating boundary),or Broken(discontinuous or
intermingled horizons or irregular pockets).
4. Indicate the color of each horizon. The matrix color is the majority color within the peds,and the mottle color is the minority color within the peds.
Record ped surface color where colors exist that are associated with an organic coat/clay film/carbonatemass/etc. Record the percent of mottles
as Few(<2%), Common(2-20%),or Many(>20%). Record the mottle contrast as Faint,Distinct,or Prominent.
5. Soil texture:Designate as Sand,Loamy Sand Sandy Loam,.Loam,Silt Loam;Silt,Sandit-rJay Loam,Clay Loam,Silty Clay Loam,Sandy Clay,
Silty Clay,or Clay. Sand,loamy sand,and sandy loam may be further classified into coarse,medium fine,fine,and very fine.
6. Soil Structure:Designate pods as Granual,Blocky,Prismatic Columnar,Platy,Single-Grained,or Masshm. Structure grade shall be described for
peds as Week,Moderate,or Strong.
7. Soil Consistency:Designate as Loose,Friable, Firm,or Extremely Firm. Indicated NDsarnat determinable,if too wet for test.
8. Record stickiness as Non-Sticky(little or no soil adheres to fingers after release of pressure),Slighdy Sticky(soil adheres to both fingers with little
stretching upon separation),Moderately Sticky(soil adheres to both fingers and stretches-some on separation),or Very Sticky(soil adheres and
stretches greatly).
9. Record the moisture state of each horizon. Designate asDry or Moist.
10. Roots:Record the quantity,size,and locations of roots. Record quantity as Few,Common,or Many. Record size as Very Fine(<1 mm),Fine(1-2
mm),Medium(2-5 mm),Coarse(5-10 mm),or Very Coarse j>10 mm). Location shall be-ated to be Batween Pods,in Cracks,Throughout,In Mat
at Top of Horizon,or Matted Around Rock Fragments.
Boundary Condition Observed at-Depth:
Bedrock: N/A ft. Groundwater: N/A ft. Impervious Strata: N/A ft. Mottling: 46 in. ft
Slope of Site: 3-5 % Ground Cover: ®Grass ❑Woodad ❑Barren ❑Crops []-Shrubs
Landscape Position: ❑Depression ❑ Hill Top ®Side Slope ❑ Foot Slope
Describe Roots: (Quantity, Size,and Location) none(grass only)
�e n___ na___a. n..:a_ nnn_r+ _.,._ r_u_ • �i_ •nnna n. rwn -snn nnn_i _ r_ ran-snn nnnn �
VISION Engineering SOIL BORING & DEEP TEST HOLE FIELD LOG
project 247-TOQ Deep Test Holes 2009 Location: Mayflower Lane
Date: 11119M9 Temperature: 55 °F Weather: Sunny Test Hole#: 2
Address: Jacqueline Rosetti;Mayflower Lane -------------------------------
Soil Survey Map
Queensbury,NY 12804 Designation: 1 2
County: Warren i 1 Soil Series:
r 2 Slope Class:
Remarks: (site description,usage,anticipated daily wastewater flaw,etc.) f_———————————————————————————————'
New construction,4-bedroom single-family dwelling.
Boundary Color Soil Soil Consistency Stickiness Moisture
Depth(in) Condition Matrix Mottling Texture Structure State
0-6 — -- topsoil -
6-44 pate brown —— nied.sand fill single-grained loose non-stk*y dry
witocobbies
44_50 dame gown reddish brown 8n sand granular friable non-sticky dry
50-64 gray-brown reddish bronco with trace silt bey firm slightly sticky moist
1. Describe and record the average thicknm-of each horizon.
2. Record each horizon boundary in terms of distinctness. Designate as Very Abrupt(<0.5 am),Abrupt(0.5.2 cm),Clear(2-5 cm),Gradual(5-15 an)
or 0119sse(>15 art).
3. Record the topography of the horizon boundary. Designate as Smooth,Wavy,Irregular(undulating boundary),or Broken(discontinuous or
intermingled horizons or irregular pockets).
4. Indicate the color of each horizon. The matrix color is the majority color within the peds,and the mottle color is the minority color within the pods.
Record pod surface color Mere colors existthat are associated with an organic ooaticlayAmicarbonate maisletc. Record the percent of mottles
as Few(<2%),Common(2-20%),or Many(>20%). Record the mottle contrast as Fairt,Distinct,or Prominent.
5. Soil texture:Designate as Sand,Loamy Sand,Sandy Loam,Loam,Silt Loam,Silt,Sandy-Qay Loam,Cleycloam,Silty Clay Loam,Sandy Clay,
Silty Clay,or Clay. Sand,loamy sand,and sandy loam may be further classified into coarse,medium fine,fine,and very fine.
6. Soil Structure:Designate pods as Grem*Blocky,Prismaffc,Cohanner,Platy,Single-Gralaad,or Masalva Structure grade shall be described for
peds as Weak,Moderate,or Strong.
7. Soil Consistency:Designate as Loose,Friable, Firm,or Extremely Firm. indicated NDforaot determinable,if too wet for test.
8. Record stickiness as Non-Sti ky(little or no soil adheres to fingers after release of pressure),Slightly Sticky(sail adheres to both fingers with little
stretching upon separation),Moderately Sticky(soil adheres to both fingers and stretches some on separation),or Very Sticky(soil adheres and
stretches greatly).
9. Record the moisture state of each horizon.Designate as Dry or Moist.
10. Roots:Record the quantity,size,and locations of roots. Record quantity as Few,Common,or Many. Record size as Very Fine(el mm),Fine(1-2
mm),Medium(2-5 rum),Coarse(5-10 mm}-or Very Coarse(>10 mm). Location shall bencted to be Behaw Pods,In Cracks,Throughout,In Met
at Top of Horizon,or Matted Around Rock Fragments.
Boundary Condition Observed at-Depth:
Bedrock: NIA ft. Groundwater: NSA ft. Impervious Strata: NSA ft. Mottling: 46 in.
Slope of Site: 3-5 % Ground Cover, 91 Grass ❑Wooded ❑Barren ❑Crops ❑Shrubs
Landscape Position: ❑Depression ❑Hill Top 0 Side Slope ❑ Foot Slope
Describe Roots: (Quantity, Size, and Location) none(grass only)
16 Pead Street-Suite 200-Glens Falls, NY-12801 -P:518.792.9264-F:518.792.9282
www.visionengineering.org
VISION Engineering SOIL BORING & DEEP TEST HOLE FIELD LOG
Project: 247-TOQ Deep Test Holes 2009 Location: Mayflower Lane
Date: 11I19/09 Temperature: 55 OF Weather. Sunny Test Hole* 1
Address: Jacqueline Rosetti;Mayflower Lane '-------------------------------,
� Soil Survey Map i
Queensbury,NY 12804 Designation: 1 2 i
County: Warren i 1 Soil Series:
2 Slope Class:
Remarks: (site description,usage,anticipated daily wastewater flaw,etc.) t-------------------------------'
New construction,4-bedroom single-family dwelling.
Depth m Boundary Color Soil Soil Consistency Stickiness Moisture
De
p ( ) Condition Matrix Mottling Texture Structure State
0.6 --. —_— topsoil
6-30 pale brown rued.sari rtli ging"rained loose non-sticky dry
vAh
30-60 yellow-Mown toatny fine sand skVie$rained loose non—sticky dry
60+ orange-brown __— ary fine sand trace salt bey firm non-s y dry
wit�1. Describe and record the average thickness of each horizon.
2. Record each horizon boundary in terms of distinctness. Designate as Very Abrupt(<0.5 cm),Abrupt(0.5.2 cm),Clear(2-5 cm),Gradual(5-15 cm)
or Diffuse(>15 cm).
3. Record the topography of the horizon boundary. Designate as Smooth,Wavy,Inagu/ar(undulating boundary),or Broken(discontinuous or
intermingled horizons or irregular pockets).
4. Indicate the color of each horizon. The matrix color is the majority color within the peds,and the mottle color is the minority color within the peds.
Record pad surface color where colors exhathat are associated with an organic coat/clayAw/carbonate mass/etc. Record the percent of mottles
as Few(<2%),Common(2-20%),or Many.(>20%). Record the mottle contrast as Faint,Distinct,or Prominent.
5. Soil texture:Designate as Sand,Loamy Sand,Sandy Loam,Loam,Silt Loam,Slit,Sandy Gay Loam,Claylosm,Silty Clay Loam,Sandy Clay,
Silty Clay,or Clay. Sand,loamy sand,and sandy loam may be further classified into coarse,medium fine,fine,and very fine.
S. Soil Structure:Designate pods as Granual,-Blocky,Prismatic,Co/wroar,Pleiy,S/ngle-Grained,or Messhw-Structure grade shall be described for
pods as Weak,Moderate,or Strong.
7. Soil Consistency:Designate as Loose,Friable, Firm,or Extremely Firm. indicated NO for oast determinable,if too wet for test.
8. Record stickiness as Non-Sticky(little or no soil adheres to fingers after release of pressure),Slightly Sticky(soil adheres to both fingers with little
stretching upon separation),Moderately Sticky(soil adheres to both fingers and stretchessame on separation),or Very Sticky(soli adheres and
stretches greatly).
9. Record the moisture state of each horizon.,Designate as Dry or Moist.
10. Roots:Record the quantity,size,and locations of roots. Record quantity as Few,Common,or Many. Record size as Very Fine(<i mm),Fine 0-2
mm),Medium(2-5 nun),Coarse(5-10 mm),-or Very Coarse(>10 mm). Location shall benuted to be Beftaert Pods,In Cracks,Titroughcuf,in Mat
at Top of Horizon,or Matted Around Rode Fragments.
Boundary Condition Observed at-Depth:
Bedrock: NSA ft. Groundwater: NIA ft. Impervious Strata: NSA ft. Mottling: NSA ft.
Slope of Site: 3-5 % Ground Cover: ®Grass ❑Wooded ❑Barren ❑Crops ❑Shrubs
Landscape Position: ❑Depression ❑Hill Top ®Side Slope ❑Foot Slope
Describe Roots: (Quantity, Size, and Location) none(grass only)
-01
16 Pearl Street•Suite 200•Glens Falls, NY•12801 •P:518.792.9264•F:518,792.9282
www.visionengineering.org