2009-333 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20090333 Application Number. A20090333
Tax Map No: 523400-301-014-0002-025-000-0000
Permission is hereby granted to: MARK&DIANE MC DONNELL
For property located at: 70 MC ECHRON Ln
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: MARK&DIANE MC DONNELL
70 MCECHRON Ln Septic Alteration Residential
QUEENSBURY,NY 12804-0000 Total Value
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2009-333
SEPTIC ALTERATION RESIDENTIAL
$25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,July 20, 2010
(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 To ;err-r',4 o ay,July 20, 2009
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
%_..__.I-.I OFFICE USE ONLY__._.__.-..__-__ /� �n
-2
01 TAX MAP NO. PERMIT NO. C2 7333ERMIT FEE , JUL00 L 16 2009
APPROVALS: ZONING TOWN CLERK
,
_____________________________ _.______ __fT L�OF.QUF..ENSBURY__:
BUILDING & CODES
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: -
A PERMIT MUST BE OBTAINED BEFORE WO BEGINS.APPLICATION IS SUBJECT TO REVIE BEFORE ISSUANCE OF A VALID
PERMIT.
A
OWNER: t 41INSTALLER: r_
ADDRESS: d Ai ADDRESS: a "®
PHONE NOS. o d `O PHONE NOS. r Z-P,17p Z
LOCATION OF INSTALLATION:
NO.OF RESIDENCE INFORMATION:
YEAR BUILT BEDROOMS X COMPUTATION= TOTAL DAILY FLOW
GARBAGE GRINDER
1980 or older X 150 gallon per bedroom INSTALLED?
1981 •1991 X 130 gallon per bedroom =
SPA OR HOT TUB
1992-present X 110 gallon per bedroom INSTALLED?
PARCEL INFORM ION:
✓ TOPOGRAPHY: Flat rolling Steep slope %Slope �
✓ SOIL NATURE: Sand_ Loam Clay Other
✓ GROUNDWATER: At what depth?
✓ BEDROCKAM PERVIOUS MATERIAL: At what depth? "If C 4 71-
✓ DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic
system absorption is ft.)
✓ PERCOLATION TEST: Rate is per minute per inch.
(Test to be completed by a licensed professional engineer or architect.)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by
a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision).
TANK SIZE: W 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: et a Ve'kVu' r/tf 1
❑ ABSORPTION FIELD . Total length -Jtft. Each trench X O
❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size?
❑ ALTERNATIVE SYSTEM Bed or other type?
❑ HOLDING TANK SYSTEM Total required capacity?
Tank size? 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 cirm imetanrn L r,n,.�., k- ---- -11 -- -- -� • • .. . -
lUr
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: m/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: &.1-1)
NAME: Vl PERMIT NO.:
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil T S m Clay
Type of Water: unlci Well Water
Waterline se aration distance ft.
Well separation distance A ft.
Other wells: ft.
Well Casing Length 50' + - Y N N/A
Absorption Field: Total length ft.
Length of each trench &4D ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number A
Size: x
Stone Size:
Piping Size Type
Building to tank D
Tank to Distribution Box
Distribution Box to Field/ Pit At- Wz�> P*-`,A3�
Opening Sealed: N
End Ca _ Nr� �► r �L'v'
Inlet/Outlet Pipes &Baffles N �1(�
Location Separations
Foundation to tank ft.
Foundation to absorption jeat ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y
Engineer Report and As-Built Y AZN
Location m on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
m e t :
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/ m Depart. ` am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
l
NAME: PERMIT NO.:
LOCATION: (9 INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand Loam/ Clay
Type of Water: Municipal/ Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft. ti
t5l
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
Location Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan IN
Engineer Report and As-Built t N
Location of System o °Property:
Front ear Left Side Right Side Middle Front Middle Rear
Sy§tem Use s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Fomis\Sepdc Inspection Report.doc
ENGINEERING, PLLC
by
01*- 333
Civil Engineering . Structural Design . Structural Inspection
RECORD PLAN DRAWING SUBMISSION
FOR
SEPTIC SYSTEM REPLACEMENT
Date: August 13, 2009
To: Town of Queensbury
Building Department
742 Bay Road
Queensbury,NY 12804
Re: McDonnell Residence
70 McEchron Lane
Queensbury,NY 12804
To Whom It May Concern:
Find enclosed an 11 x 17 record drawing depicting the replacement septic system as it was
constructed at the above noted address.
If you have any questions please call.
Sincerely,
p
Ryan K. Riper, P.E.
Encl.
225 Ruggles Road
Saratoga Springs,New York 12866
Cell:518.817.0099 Office:518.581.3893
e-mail:RyanRiper@RKengineering.us
■
.r,.■■n • DESIGN INFORMATION General Notes:
r ■ �'"• • ■ No.of Design Design Req'd.
NORTH Length of 1. See NYSDOH's"Appendix 75-A,Wastewater
■ ■ •"!■ � Bdtms Flow 1 Perc.Rate Absorption Trench Treatment Standards-Individual Household Systems"
► • •�1�� 231'+!- 4 440 glday 1-5 min/inch 184' &"Individual Residential Wastewater Treatment
■ ��
• r Systems-Design Handbook"for additional design
• r _` • PROPOSED INSTALLATION: and installation requirements.
■ Number of Laterals = 4 . Information on this sheet is for septic system design
141.5'+J J�APPROXIMATE LOCATION OF Length of Each Lateral = 80' purposes only.
t WATER LINE Total = 240' 3. Construction shall be as shown on this drawing and in
• ___________ accordance with all NYSDOH and system
■
10'MIN. Soils Information: manufacturers requirements.
■ PT=Percolation Test 4. All work must comply with local,state&federal safely
4-60'LATERALS ■ DTP=Deep Test Pit regulations,(OSHA,NYSDOT).All u6liiies shall be
PARALLEL TO CONTOUR 0"-6"Dark Sandy topsoil
6"A 6"Brown compact sand located(Dig Safely NY#811)prior to excavating.
#1 16"-60"Brownish grey sand 5. Heavy equipment shall be kept away from the disposal
i ■ t DWELLING PT&DTP performed on 7/l/09 with Stone
#4 EEE...... field.No vehicles allowed on disposal field.
■ A LOT0.89Ac Installations.
' 20 SBL 309.14-2-25 Stabilized Percolation Rate:1.1 Mintlnch 6. Smeared trench Doors and walls are to be raked.
■ 7. Disposal field shall be graded to shed rainfall and to
DTP Site Information:
i PT#2 ■ divert surface runoff from adjacent areas.
10, Topography at treatment field slopes at
Ci MIN GARAGE - approximately 5%away from house. 8. Recommendation:Dowrrslape or Shallow wells should
i O 195'+J-' have UV treatment and filtration system.
with m t w r O �" Dwelling(s)supplied unicipal water. 9 Install Effluent Filter in septic tank,
rr■ • O B
u No bodies of water observed within 100'of with a riser(poly-lok PL-122 or equal).
{fir ■ treatment field. To the best of my knowledge this plan conforms to
u V �EXISTI SEPTIC TANK TO BE FILLE WITH SAND ■ all town,county,and or state regulations.
j ' NEW 1255 GAL SEPTIC TANK WITH EFFbUENT FILTER
NEW
i h ■ D-BOX ASPHALT ' C�OFK. p
r DRIVEWAY 'Air
STRADDLE I ■ � @ 'P
LINES AND TREE
■ O .g 2
• �.■ ■ �_- 244'+l- , s ca
■ r ■ FS 07950, �2
■ ■ --mum ■ �� AROFES510�P�■
ate` • ■ �■�■' s
° ACCEssRISER,LOCiMBLE,IF TREATMENT FIELD LAYOUT PLAN ZRLv. Date REaD. S acin of absor tion trenches=6'O.C. Mound To soil far settlingScale rv1:30 (for general layout) P 9 P 113/0 FFor Comment and Approval
Plot plan information obtained from Queensbury GIs and client supplied mapping.INSTALLEFFLUENT 6a .- 9
This does NOT represent a land survey,and must not be cons Wed as such. t6/09 Record Drawing
Firth Backfili L
FILTER. SECTIONS 12'(°r H70
a t - Zd oad Replace existing septic system with
tea" '° - �f
_ ,Ywv n En...... — Gravelless Absorption system.
UAET
(— ; YRflN. ELEVATION '
e°NrtMYTE¢ __ OIRLEr I I
LATERALS "— 76 --" CLIENT: Mark McDonnell
.T a. •• Groundwater,Bedrock or Min.2 307-6$16
:+- - >ng - _> L— "' "'—�z•eaN HANCOR ARC 18"CHAMBER DETAIL mpevaus ay�r
�I SITE LOCATION:
(Model No.150OBDH) NTS
70 McEchron Lane
"7n;�rwg wt°nt:u ��::..vm""rc reo. afir"J"oN'::
Treatment Field Tie-in Dimensions(feet) Queensbury,NY 12804
Lo_u�aa�.s 1.Pipe joints to be sealed liquid tight. Structure Comer
1.A minimum of 3"of clean sand or pea gravel,or 5"of washed 2.Speed leveling devices shall be used on all
aggregate 0.75-1.5"diameter shall be placed under tank. outlet pipes. Component A B C COUNTY:Warren,NY
2.Minimum tank capacity shall be as follows: 3.Septic tank to D-box:4"PVC Sch.40 pipe,
-For 3 bedrooms or less tank shall be 1,000 gallons. liquid tight joints,min slope 118"per foot. TOWN:Queensbury
-4 bedrooms shall have a 1,250 gallon tank. 4.The slope of outlet pipes between the Tank Outlet 35 18
-For each additional bedroom add 250 gallons. distribution box and distribution laterals should be SYSTEM COMPONENTS SHALL BE MAINTAINED.TANKS D-Box 47 31 RK Engineering, PLC
-For hot tub/spa and/or garbage grinder add 250 gallons to tank size for each. sloped at least 1/32"/foot and constructed of 4" SHALL BE PUMPED OUT BIENNIALLY AND INSPECTED Invert Lateral 1 45 30
3.House to septic tank:4"PVC SCh.40 pipe,liquid tight joints,min slope 1/4"per foot. PVC Sch.40 with liquid fight joints. ACCORDING TO INDUSTRY STANDARDS FOR OPTIMAL 225 Ruggles Road,Saratoga Springs,NY 12866
4.Septic tank to D-box:4"PVC Sch.40 pipe,liquid tight joints,min slope 1/8"per foot. 5.Use double sided sticking rubber butyl for PERFORMANCE;EFFLUENT FILTER(IF INSTALLED) End Lateral 1 22 59 RyanRiper@RKengineering.us
Septic Tank dosed systems. SHALL BE CHECKED AND CLEANED REGULARLY, Invert Lateral 57 52 Phone:518.817-0099
Distribution Box OTHERWISE PREMATURE FAILURE COULD OCCUR. I End Lateral 41 40 1 72
SKETCHES&DIAGRAMS ARE N.T.S.: SHEET 1 OF 1