2013-075 ` , ` TOWN OF QUEENSBURY
ca742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20130075 Date Issued: Monday, April 15, 2013
This is to certify that work requested to be done as shown by Permit Number P20130075
has been completed.
Tax Map Number: 523400-302-014-0003-065-001-0000
Location: 17 LINDEN Ave
Owner: ELIZABETH A BREEN
Applicant: ALAN & KATHRYN SEXTON
This structure may be occupied as a:
Septic Alteration Residential
Test Pit /Perc Test Review By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the G. / / �d/! 41-"t"
property owner of the responsibility for compliance with Site Plan, Yf/
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: P20130075 Application Number: A20130075
Tax Map No: 523400-302-014-0003-065-001-0000
Permission is hereby granted to: ALAN&KATHRYN SEXTON
For property located at 17 LINDEN Ave
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. Type of Construction Value
Owner Address: ALAN &KATHRYN SEXTON Septic Alteration Residential
17 LINDEN Ave Test Pit/Perc Test Review
QUEENSBURY,NY 12804-0000 Total Value
Contractor or Builder's Name /Address Electrical Inspection Agency
IBS SEPTIC &DRAIN
ATTN: IVAN BELL
2 LOWER WARREN St
OUEENSBURY,NY 12804
Plans&Specifications
2013-075
Perc Test/Residential Septic Alteration
$240.00 PERMIT FEE PMD-THIS PERMIT EXPIRES: Tuesday,April 15,2014
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town Quee bury 4Mo 1 •y/A 6 s 15,2013
SIGNED BY I- ‘ for the Town of Queensbury.
Director of Building&Code Enforcement
Town of Queensbury• Building&Codes Enforcement Office•742 Bay Road• Queensbury,NY 12804
Th r 13 -075 DEEP HOLE/PERC TEST MAR 01 2013
Request for Town Engineer Review
Property Owner. L cdL ier 1 r`C SP or', Phone: 51$i- ) it 0€7(:,
Property Owner's
Address:
Location of Test I -1 L;.- J q,-. Rye TaxID#:
*Applicant's Engineer. n W 4\ Phone: 'I
Applicant's Agent IGS 5 e, q
t t Phone: 1 J V '/O `91
Additional Notes: ftYY
1. Reason for Request? New Septic System L. Replacement Septic System Failed Septic System
I I Subdivision n S' Plan Review
2.Are Wetlands present? YES NO UNKNOWN
*Note: Applicant is required to engage an engineer for design and testina of the system. The Town
Engineer's responsibility is to witness system testina only.
PLOT n, to scale, to be submitted with application
FEE SCHEDULE:
a. $200 Flat Fee Date Paid: 3' 1-13
Check No.:
b. OR Fee to be determined during To Be Determined:
Site Plan /Subdivision review process
SIGNATURE:
In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may
engage the services of a qualified professional consultant for expert review and recommendation arising
from the carrying out of the provisions of Art IV, including but not limited to the review of plans,
specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep
hole and percolation tests, system installations, and any other aspect of any matter contained in this Art
IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before
any approval can be granted under this Art IV shall become effective within 30 days of presentment of an
invoice for same, whichever is sooner. Such costs shall not exceed$1,500 without prior written notice to
the party to be charged with same.
My signature below indicates I have thoroughly read and understand the instructions, agree to the
submission requirements and have completed the application. I also fully understand that additional
engineering fees may be necessary per Town of Queensbury Local Law 136-14D.
SIGNATURE OF APPLICANT: Date:
SIGNATURE OF AGENT: iDA c Date: -}-1—n
Original (B&C File) Canary(Planning) Pink(Applicant) Gold (Town Clerk)
f
• -
{ Town of Queensbury• Building&Codes Enforcement Office•742 Bay Road• Queensbury,NY 128Q4
2 1 3 _Q 75 DEEP HOLE/PERC TEST
4 Request for Town Engineer Review
Property Owner: C (,(i h Pi 1 rt `, c id or- ' phone: c i p Z-) \- 0C-7( '
Property Owner's
Address:
- - Location of Test: I ^i 1_.:,., rip,., Hue Tax ID#:
`Applicant's Engineer. (] N .st Phone: -�/�'
Applicant's Agent: I.QS S €4,-.‘€4,-.‘ 1 ( Phone: 1 C)y �
()-- U 19 Lif
V
Additional Notes: j(
1. Reason for Request? New Septic System I V I Replacement Septic System Failed Septic System
Subdivision I I Sitio Plan Review
2.Are Wetlands present? YES — E NO UNKNOWN
*Note: Applicant is required to enqaue'antenaineer for design and testing of the system. The Town
Engineer's responsibility is to witness.system testing only.
PLOT.PIAN:-Plot-plan, to 1 , to be submitted with application
FEE SCHEDULE:
r
a. $200 FlatFee Date Paid: 3` 1— /3
' " , / Check No.:
ix
b. OR Fee to be determined during To Be Determined:
Site/Plan /Subdivision review process
SIGNATURE:
In'arrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may
engage the services of a qualified professional consultant for expert review and recommendation arising
from the carrying out of the provisions of Art. IV, including but not limited to the review of plans,
specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep
hole and percolation tests, system installations, and any other aspect of any matter contained in this Art.
IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before
any approval can be granted under this Art IV shall become effective within 30 days of presentment of an
invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to
the party to be charged with same.
My signature below indicates I have thoroughly read and understand the instructions, agree to the
submission requirements and have completed the application. I also fully understand that additional
engineering fees may be necessary per Town of Queensbury Local Law 136-14D.
SIGNATURE OF APPLICANT: - II Date:
SIGNATURE OF AGENT: 'F 1(1(/4 f Date: -.)-1-1-)
TV
Original (B&C File) Canary (Planning) Pink(Applicant) Gold (Town Clerk)
t
' ' THE
North Country Office
Grin' e7/7 100 Glen Street, Glens Falls, NY12801
i�/�✓✓✓l�{��l`V!�[� P: (518)812-0513 F: (518)824-8391
COMPANIES www.chazencompanies.com
Engineers Hudson Valley Office (845)454-3980
Environmental Professionals Capital District Office (518)273-0055
Land Surveyors
Landscape Architects
Planners
March 14, 2013
Mr. Dave Hatin, Director, Building and Codes
Zoning Administrator and Code Compliance Officer
Town of Queensbury
742 Bay Road
Queensbury, New York 12804
Delivered via email only: CraigB[1a queensbury.net
Re: 17 Linden Avenue Soil Test Witnessing
Town of Queensbury, Warren County, New York
Chazen Project#91300.08
Dear Mr. Hatin:
At your request, the Chazen Companies has witnessed a subsurface soil investigation conducted in
order to facilitate the design of a new waste water disposal system at the above referenced property.
The testing was performed on Thursday March 14, 2013 at 8:00am along Park Place, roughly 30 feet
east of the north east corner of the residence. Soil testing was stopped at a depth of 50" below the
surface when construction debris consisting of concrete masonry units, metal scrap and various gravel
was encountered (see photos provided below). The results of the testing are as follows:
Test Pit#1
0-6" Topsoil
6"-19" Medium Course Sand
19"-50" Various Fill Materials(clay, hard packed gravel, sand and construction refuse)
No mottling or bedrock was encountered
i-1P
. .# ,
Town of Queensbury
17 Unden Avenue—Soil Testing Witnessing
March 14,2013
Page 2
Photo#1—Shows topsoil with sandy fill placed on top of various fill material
,
• Town of Queensbury
17 Linden Avenue-Soil Testing Witnessing
March 14,2013
Page 3
Photo#2—Various fill materials found 19"-SO" below the surface consisting of clay, hard packed gravel,
concrete masonry units, metal refuse and sand.
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Town of Queensbury
17 Linden Avenue—Soil Testing Witnessing
March 14,2013
Page 4
Conclusions and Recommendations
If you have any questions regarding the above soil test results, please do not hesitate to call me at(518)
824-1926.
Sincerely,
Sean M. Doty, P.E., LEED AP
Senior Project Engineer
cc: Pam Whiting,Town Planning Office Administrator(via email)
File
R 19191300-91399191300 00-Town of Queensbury PB Engineet9130008-17 Linden Avenue Soil Tesung19130008-17 Linden Avenue Sod Testing-Witness Soil Testing 03-14-13 dots
Cemmunit Development Office '" �' `C�
-{ (G Town of Queensbury • 742 Bay Road • Queensbury, New York •12804
SS
Office Use Only
TAX MAP NO. PERMIT NO. Ili—t) PERMIT FEE AP 2013
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNERl rCn ``f r{ re Se o,-. INSTALLER: T65 Sep i- ) c Si-
PHONE
ADDRESS:It 1-1 L—I r .C1 Pr\ ADDRESS: ) ,L o v iii e( Afou e
NOS. D r 1 1'-?_ of; PHONE NOS. -1 t it—X I ()Lf
LOCATION OF INSTALLATION: 4 I) I ^a Pr e
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1960 or older X 150 = INSTALLED?
1981-1991 X 130 = SPA OR HOT TUB
1992-present X 110 = INSTALLED?
PARCEL INFORMATION: // ` / \I I L�}
I TOPOGRAPHY: FLAT ROL{ONG V STEEP SLOPE �'v %SLOPE' ' ll l I
I GROUNDWATER AI SOIL NATURE: DT WHAT DEPTH? �V �M CLAYIv IV OTHER��I ��
I BEDROCK/IMPERVIOUS MATERIAL: AT WHA
/DEPTH? W P
I DOMESTIC WATER SURLY: MUNICIPAL l/ WEL ,I11‘ (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS Nit PER MIINUTE PER INCH(mpg (rest to be completed by a licensed professional
engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: An individual sewage disposal systems must be designed by a licensed professional engineer or
architect(unless installed in a Planning Board approved subdivision).
TANK SIZE:,O0D GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder.
spa or whirlpool tub.
SYSTEM TYPE: n n\
'1
0 ABSORPTION FIELD(WITH NO.2 STONE) Total length 00 ft I\
')Each trench X `)
O SEEPAGE PIT(S)(WITH NO.3 STONE) How many?
� Size?
O ALTERNATIVE SYSTEM Bed or other type? 11 I'
o HOLDING TANK SYSTEM Total required capacity? I ', h Tank size? 1\ Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant,shall be void.
I have read the •.ul-1 ons with respect to this application and agree to
abide by thy-- + t, -II requirements of the Town of Queensbury QUESTIONS? CALL 761.8256 OR EMAIL
San . : : Dryisposal Ordinance. codes(&aueensburv.net
/ 1�-� VISIT OUR WEBSITE FOR MORE INFORMATION
Signature of •'rson Responsible Date www.queensburv.net
Town of Queensbury Building & Code Enforcement
Office No. (518)761-8256
` Septic Inspection Report
Inspection request received: 111 2-4\(Lo tS
Name: 50-p-or) • Inspected on: I ..
Location: 11' v'der Arrive: -�/ a.m./p.m.
Permit No.: 20 lb— 7 `- Inspector's Initials: WM
Corn �ts and/or dia.ram
Soil Type: Sand/Loam I Clay V
Type of Water. Municipal I Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+/- Y_N_NIA
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y N
End Cap _Y_N
Inlet/Outlet Pipes&Baffles _Y N
Manholes 17 or less below grade _Y N
[provide extension collar if Yes] Y N
Location/Separations
Foundation to tank
Foundation to absorption It;
.
Separation of Pits
Conforms as per Plot Plan Engineer Report and As-Built
ETU Maintenance Contract provided Y N
Location of S stem . Pro.e :
Front "ear Left Side Right Side Middle Front Middle Rear
S stem Use St. us:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
J e & Nae►
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection . it • elm- _
Queensbury Building &Code Enforcement Arrive: 1,117 h •-r. 1= . am .m
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _= :
se-
NAME: S eUt ✓1 i' • NO.: / 3"O /
LOCATION: / 1.1.E/48e a INSPECT ON: '<1-11cJ I
RECHECK: U
aComments and/or diagram
Soil T m/ Clay
Type of Wat Well Water
Waterline separation distance 10 ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+/ - _Y_N_N/A
[150'to well required if NO]
Absorption Field: Total lengthy ft.
Length of each trench N @ 5D ft. li
Depth of trenches • i rn 7'LI ft.
Size of Stone —Z
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank y" ,CH I-\fl
Tank to Distribution Box 4" .SCH ti 0
Distribution Box to Feld/ Pit / y„ c\I_C_ TO 4" ?ER? eD upcp til\ \c ..0--T-
#
Opening Sealed: V Y N -- F
End Cap _ N - att zoWEC�
Inlet/Outlet Pipes&Baffles Y/ N
Manholes 12"or less below grade _Y_N
[provide extension collar if Yes] _Y_ N
Location/ Separations
Foundation to tank 1n ft's"
Foundation to absorption LI ,ft.
Separation of Pits / ft.
Conforms as per Plot Plan _VY_ fy
Engineer Report and As-Built Y ,/N j EES E.,,N 6 v. at 5 VP -
ETU Maintenance Contract Y N
provided
Location of System on Property:
Front e Left Side Right Side Middle Front Middle Rear
S tern U - Sta :
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\auilding Codes Forms\Irspection Forms\septic Inspection Report03 29 10.doc
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§ PJC PLOT PLAN
• -- - I HAVE SEEN OR OBSERVED ALL OBJECTS
_ , 1 SUCH AS HOUSES, WELLS,TREES, FENCES, ETC
SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY
MEAS 1�LE1!STANCE SET FORTH ONTHISD G .
SIG 1ATU'i/ DATE
P
TEST PIT INFORMATION
TEST PIT INFORMATION TAKEN 14 MARCH 2013 BY
SEAN DOTY OF THE CHAZEN COMPANIES
TP -1
0-6" TOPSOIL
6-19" MEDIUM COURSE SAND
19-50" VARIOUS FILL MATERIALS (CLAY, HARD
PACKED GRAVEL, SAND AND CONSTRUCTION REFUSE)
NO MOTTLING OR BEDROCK ENCOUNTERED
THESE CONDITIONS WERE CONSISTENT WITH THE INFORMATION
WITNESSED DURING PERC. TEST. NO FILL MATERIALS WERE
ENCOUNTERED AT PERC. TEST LOCATIONS
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
A SURVEY DRAWING PREPARED BY BOLSTER ASS.
LEGEND
---------- PROPERTY LINE
--------------------- PROPERTY LINE SETBACKS
E —E --E — E — UNDERGROUND ELECTRIC SERVICE
— 55 ss — ss — s5 — SANITARY SEWER
_W W —W —W — WATER SERVICE
E/P EDGE OF PAVEMENT
1
PARIf PLACE' i
ohw--�_
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ohw—
t - _Z _._______S85'55'35"E
S8 —5.3,9 -E
ohw
x 5'5
� -NEW 1,000 GAL. 11.71 � - - - _
REPUTED LOCATION 1 35.00'
OF EXISTING SEWAGE o SEPTIC TANK
DISPOSAL SYSTEM NEW D -BOX ospholt u
'TO BE ABANDONED M Vi ' "°
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ADD] ZION 0 50' w Gwnp
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�— CN shed x
IPF
N85'5535"W-------_X - 35.08'
Ac unit N85'S5'35'W IPF
� N85'5535"W
1 I house 4.28' x
1
WORK ISa TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
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WORK ISa TO BE AS SHOWN &
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WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
PERCOLATION TEST INFORMATION SEPTIC !SYSTEM DESIGN
DESIGN FLOW EXISTING.3 BEDROOM HOUSE WITH STANDARD WATER
PERCOLATION TEST INFORMATION TAKEN 27, MARCH 2013 BY SAVING FIXTURES AT 130 gpd PER BEDROOM = 390 gpd
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
SEPTIC TANK - PROVIDE IEW 1,000 gal TANK (IN RESIDENCES WHERE A5EP71 P 9T' PL
GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF i HAVE SEEN OR 009ERVED ALL OBJECTS
P T— 1 CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION SUCH AS HOUSES, WELM TREES, FENCES' ETC
PERFORMED AT 24" BELOW GRADE LOCATED IN THE BAFFLE) SHOWN ON THIS DOCUMENf, i HAVEPERSONALLY
a "'Hi OAMSETfOKTHONTRISD M•�.
NORTH END OF THE PROPERTY MEA 3J
ABSORPTION FIELD - 1 t, 5 MIN. PERC. RATE - APPLICATION RATE ;lf(/._ -- calE
1st TEST t min. 25 sec 1.2 gal/day/sq. ft. - 390 gpd DIVIDED BY 1.2 gal/day/sq. ft. SIG k
2nd TEST 1 min. 27 sec 325 sq. ft. OF TRENCH R�Q,
D. AT 2' WIDTH PER LATERAL. 4 LATERALS CAD FILE NAME
3rd TEST 1 min. 28 sec AT 50' = 400 sq. ft. OF,APPLICATION AREA. ACRD\IBS\SEXTON\SEPTIC-PLAN
r: SCALE „
TOWN OF QUF' � B1,r"Y x r 1"=20'-O"
PT-2 BUILDING &'OD'_c'1cr,a`m�A1fC DRAWN BY
PERFORMED AT 24 BELOW GRADE LOCATED IN THE
•• Reviewed B
SOUTI I END OF THE PROPERTY
4 7 • DRAWING TITLE
Date L .0
1st TEST I min. 22 see 10,r
2nd TEST 1 min. 28 sec
3rd TEST 1 min. 30 sec `� 0
PROPOSED
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AIR2 2013
7
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PERCOLATION TEST INFORMATION SEPTIC !SYSTEM DESIGN
DESIGN FLOW EXISTING.3 BEDROOM HOUSE WITH STANDARD WATER
PERCOLATION TEST INFORMATION TAKEN 27, MARCH 2013 BY SAVING FIXTURES AT 130 gpd PER BEDROOM = 390 gpd
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
SEPTIC TANK - PROVIDE IEW 1,000 gal TANK (IN RESIDENCES WHERE A5EP71 P 9T' PL
GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF i HAVE SEEN OR 009ERVED ALL OBJECTS
P T— 1 CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION SUCH AS HOUSES, WELM TREES, FENCES' ETC
PERFORMED AT 24" BELOW GRADE LOCATED IN THE BAFFLE) SHOWN ON THIS DOCUMENf, i HAVEPERSONALLY
a "'Hi OAMSETfOKTHONTRISD M•�.
NORTH END OF THE PROPERTY MEA 3J
ABSORPTION FIELD - 1 t, 5 MIN. PERC. RATE - APPLICATION RATE ;lf(/._ -- calE
1st TEST t min. 25 sec 1.2 gal/day/sq. ft. - 390 gpd DIVIDED BY 1.2 gal/day/sq. ft. SIG k
2nd TEST 1 min. 27 sec 325 sq. ft. OF TRENCH R�Q,
D. AT 2' WIDTH PER LATERAL. 4 LATERALS CAD FILE NAME
3rd TEST 1 min. 28 sec AT 50' = 400 sq. ft. OF,APPLICATION AREA. ACRD\IBS\SEXTON\SEPTIC-PLAN
r: SCALE „
TOWN OF QUF' � B1,r"Y x r 1"=20'-O"
PT-2 BUILDING &'OD'_c'1cr,a`m�A1fC DRAWN BY
PERFORMED AT 24 BELOW GRADE LOCATED IN THE
•• Reviewed B
SOUTI I END OF THE PROPERTY
4 7 • DRAWING TITLE
Date L .0
1st TEST I min. 22 see 10,r
2nd TEST 1 min. 28 sec
3rd TEST 1 min. 30 sec `� 0
PROPOSED
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REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS
AS NECESSARTO
INSTALL NEW SEWAGE DISPOSAL
TILE FIELD
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PERCOLATION TEST INFORMATION SEPTIC !SYSTEM DESIGN
DESIGN FLOW EXISTING.3 BEDROOM HOUSE WITH STANDARD WATER
PERCOLATION TEST INFORMATION TAKEN 27, MARCH 2013 BY SAVING FIXTURES AT 130 gpd PER BEDROOM = 390 gpd
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
SEPTIC TANK - PROVIDE IEW 1,000 gal TANK (IN RESIDENCES WHERE A5EP71 P 9T' PL
GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF i HAVE SEEN OR 009ERVED ALL OBJECTS
P T— 1 CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION SUCH AS HOUSES, WELM TREES, FENCES' ETC
PERFORMED AT 24" BELOW GRADE LOCATED IN THE BAFFLE) SHOWN ON THIS DOCUMENf, i HAVEPERSONALLY
a "'Hi OAMSETfOKTHONTRISD M•�.
NORTH END OF THE PROPERTY MEA 3J
ABSORPTION FIELD - 1 t, 5 MIN. PERC. RATE - APPLICATION RATE ;lf(/._ -- calE
1st TEST t min. 25 sec 1.2 gal/day/sq. ft. - 390 gpd DIVIDED BY 1.2 gal/day/sq. ft. SIG k
2nd TEST 1 min. 27 sec 325 sq. ft. OF TRENCH R�Q,
D. AT 2' WIDTH PER LATERAL. 4 LATERALS CAD FILE NAME
3rd TEST 1 min. 28 sec AT 50' = 400 sq. ft. OF,APPLICATION AREA. ACRD\IBS\SEXTON\SEPTIC-PLAN
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TOWN OF QUF' � B1,r"Y x r 1"=20'-O"
PT-2 BUILDING &'OD'_c'1cr,a`m�A1fC DRAWN BY
PERFORMED AT 24 BELOW GRADE LOCATED IN THE
•• Reviewed B
SOUTI I END OF THE PROPERTY
4 7 • DRAWING TITLE
Date L .0
1st TEST I min. 22 see 10,r
2nd TEST 1 min. 28 sec
3rd TEST 1 min. 30 sec `� 0
PROPOSED
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4L,`I SITE PLAN
AIR2 2013
7
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RECOMMEND ALL ACCESS
APPROXIMATE / CEANWT OPENINGS
FINISH GRADE / BE RAISED BELOW
FINISH GRADE,
MIN. SLOPE LIQUID LEVEL TO DIST. BOX FROM SEPTIC -
1/4" PER FOOT MIN. SLOPE TANK
1/8" PER FOOT
SEPTIC TANK
BY FORT MILLER OR 11 INLET & OUTLET
EQUAL BAFFLES
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MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH
PROVIDE 3" SAND OR
PEA GRAVEL UNDER T
T.S.
1►1
GRaED
IAII rT nA=1 C
CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVERS
RECOMMENDED.
TR
#I DISTRIBUTION BO
BY FORT MILLER OR
EQUAL
PER APPENDIX 75-A I
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
1. ALL UNITS SHALL COMPLY WITH THE
REQUIREMENTS OF THE NEW YORK
TANKS SHALL HAVE INLET AND
OUTLET BAFFLES,
STATE DEPARTMENT OF HEALTH AND
SHALL BE PRECAST CONCRETE
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SANITARY TEES OR OTHER DEVICES TO PREVENT
AS MANUFACTURED BY FORT MILLER
OR EQUIVALENT.
REMOVED OR PIMPED
OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE
NO VEHICULAR TRAFFIC
OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
4" PERFORATED LATERAL
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
DISTURBANCE OF SETTLED SLUDGE AND FLOATING
2. ALL STRUCTURES TO BE PLACED ON
FIRM, COMPACT SAND OR
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
SEPTIC SYSTEMS.
SCUM BY SEWAGE ENTERING AND LEAVING THE TANK.
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
1
WASHED CRUSHED STONE
OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NOTES
(MAXIMUM DEPTH OF CRUSHED
ARE STRONGLY RECOMMENDED IN ALL TANKS.
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
STONE SHALL NOT EXCEED 30")
INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM
3. SEPTIC TANKS INSTALLED IN TRAFFIC
AREAS SHALL BE EXTRA HEAVY
WITH LEACHING CHAMBERS UNLESS
EARTHWORKPHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW
SWALES AND DITCHES. ,
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AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
THE LIQUID LEVEL IN TANKS WITH A LIQUID DEPTH OF LESS
CONSTRUCTION DESIGNED FOR H-20
WHEEL LOADING.
ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-
THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
UN
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
TANKS WITH LIQUID DEPTH OF 40 INCHES OR GREATER.
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SMALL BENCHES�AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
THE DISTANCE BETWEEN THE OUTLET BAFFLE AND THE
GRASSES, OR WHERE FILL AREAS ARE_EXTENSIVE.
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OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE
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OVER SEED AND.MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND
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CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
i
CORROSION, DECAY OR CRACKING.
i
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
1
g,
(D
6" MIN.
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
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AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE.
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2" MAX.
2,-0" 4'-0" 2
OVERFILL TO ALLOW
FOR SETTLEMENT
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18' MAX.
2" MAX.
N.T.S.
EARTH
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MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
SLOPE
V4" PERFORATED PVC LATERAL,
NOTES: SLOPE. 1/16"-1/32" PER FT.
NO S: i
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS INTERCONNECTED,
2. ALL LATERALS TO BE OF EQUAL LENGTH.
SEWAGE DISPOSAL SYSTEM NOTES
THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
TOWN BUILDING INSPECTOR.
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DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
SHALL COMPLY 4,
PITH THE LATEST EDITIONS) OF THE NEW YORK STATE
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL
HOUSEHOLD SYSTEMS APPENDIX 75-A.
SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
GRAVEL.
SEPTIC TANK TOI NAVE SCH 40 PVC "T" AT INLET AND OUTLET.
X - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE
3" AIR SPACE ABOVE "T" TO TOP OF TANK
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
CONNECTED TO 'THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
LL OUTLET INVERTS SOFTENER, SPAS' OR HOT TUBS CLI ALL BE DRAINED INTO 7HE SYSTEk1.
J BE SET AT THERE SHALL BE: NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
KACTLY THE SAME CLASSIFIED BODY OF WATER.
GRAVEL ELEVATION.
(USE OF SPEED LEVELERS HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
REQUIRED) SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SUR 26
WITH TIGHT JOINT'S, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
DISTRIBUTION B 0 X 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS.
N.T.S. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
THE SEPTIC TANK.
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
THE LOT IT IS SOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
FUTURE EXPANSION OR REPLACEMENT.
DWELLING IS TO (HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
LESS THAN 2 GOM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BYE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
BOTTOM OF THETSCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY
CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
SHOULD BE PUM�ED OUT EVERY TWO TO THREE YEARS.
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
CONNECTION ANI) OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
ANY COMPANY EMPLOYED TO CLEAN AND _SERVICE THE SEPTIC TANK MUST BE A
DEC PERMITTED SEPTAGE HAULER. SEPTIC 'TANKS SHOULD NOT BE WASHED OR
„ DISINFECTED 'AFTER BEING PUMPED OUT.
I
157. MAXIMUM SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
CROSS SLOPE ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
ON SLOPED SITES MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
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INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
OR CLEANERS INTO SINKS OR TOILETS.
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WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
UNTREATED BUILDING PAPER,
SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
OR GEOTEXTILE.
REMOVED OR PIMPED
OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
NO VEHICULAR TRAFFIC
OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
4" PERFORATED LATERAL
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
LABELED AS FULLY MEETING
ASTM STANDARDS FOR USE IN
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
SEPTIC SYSTEMS.
THE ABSORPTION FIELD.
3/4" TO 1 1/2"
1
WASHED CRUSHED STONE
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NOTES
(MAXIMUM DEPTH OF CRUSHED
STONE SHALL NOT EXCEED 30")
(THERE SHALL BE SUBSTITUTION OF TRENCH
BEFORE ANY CLEARING TIATED, AND DURING
FARING OR GRUBBING OF THE SITE IS INI
WITH LEACHING CHAMBERS UNLESS
EARTHWORKPHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
APPROVED BY NYS DOH)
SWALES AND DITCHES. ,
T
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
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ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
UN
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
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SMALL BENCHES�AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE_EXTENSIVE.
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NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
as
OVER SEED AND.MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND
zOo,
UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4)
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED.
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
1
GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL.
(D
6" MIN.
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE.
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WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
CAD FILE NAME
ACAD\I BS\SEXTON \SEPTIC
SCALE AS NOTED
DRAWN BY
` DRAWING TITLE
SEWAGE
DISPOSAL
DETAILS &
NOTES
DRAWING No.
C-2
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CAD FILE NAME
ACAD\I BS\SEXTON \SEPTIC
SCALE AS NOTED
DRAWN BY
` DRAWING TITLE
SEWAGE
DISPOSAL
DETAILS &
NOTES
DRAWING No.
C-2