SEP-000689-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
QL Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000689-2016
Tax Map No: 252.4-35
Permission is hereby granted to: Charles Tuttle
For property located at: 360 LOCKHART MOUNTAIN RD
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
Tvce of Construction
Owner Name: Charles Tuttle Septic Disposal-Residential $0.00
Owner Address: 360 LOCKHART MOUNTAIN RD Total Value $0.00
Lake George,NY 12845
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
Residential Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 13,2017
(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 of eensb n J�'hu97for
2016
SIGNED BY: � /aJ the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT
Office Use Only
DATE CX.T. _ZC>tCo Received
_ Tax Map ID
TAX MAP l0 Z 7 2- - ^ 1J'5 Permit No.
Permit Fee 4
LOCATION OF INSTALLATION
' �fo0 L�c4Ct-t eb. Approvals: V�O.i ti
APPLICANT l�{}di?1 �1�(�CTI-LE PHONE/E--MAIL MCil-4B6Z
ADDRESS �QQ
INSTALLER/BUILDER: —hFS� PHONE/E-MAIL
ADDRESS: /� ryyr9
WN :j«TAE L-3 AST xCJc� �T- PHONE/E-MAx L�16
Address �7
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 1 '[�T1T r *An AC-9 S"f PHONE :5741-444
RESIDENCE INFORMATION * Ft '{Z -'J LXPZA Z"r�% > --6tric.E kRctz
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed —Y _N
1981-1991 Spa or Hot Tub installed _Y
1992-Presentak .3
PARCEL INFORMATION
Topography Flat rolling _Steep slope _%slope
Soil Nature �/gand _✓Loam _Clay Other
Groundwater At what depth? > &(0
Bedrock/Impervious Material At what depth? > d7e.
Domestic Water Supply Municipal Well(if well,water supply from any septic system absorption is 1St.)
Percolation Test Rate: 7 per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size 0045 gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length 144'5 ft.;Each trench x -
Seepage Pit with#3 stone How many: ;size
Alternative System Bed or other type?
Holding Tank System Total required capacity? Tank size #of tanks
Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer
allow systems to be covered until such time as an As-Built plan is received &approved. The installed system must match the septic system
layout on file-no exceptions.
DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or
failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abide by these and all requireWnts��of the� Tggwwn of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: 1 �cadPtl-JJ4C4t�JCf/�tGES�i� F� Date: t0�3- 1 L
Signature: t�N& gam `� 'E Date: vw-3-t4ry
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
SOILS DATA
Amt
Deep test pits were excavated at the Tuttle property at 360 Lockhart Mountain Rd. 00
l4 �(` on June 17,2016 and observed by Dennis MacElroy,PE. The following results 252,-1-35 SEP-000689-2016 >"
w 4hj�,•,-�� \;� 1}:1 r!r`�: �
were recorded. w 00
., Tuttle, Charles z
'l/ l \\�t\ I \`'`�,` - ��•• TEST PIT#1- east end of proposed field area
r r, 360 Lockhart Mountain Road E-! ._ E-
-z i,
YtopsoilResidential Septic Alteration p,
0 - 8" forest duff to sand N z
8 - 66" loamy sand to fine sand at depth
roots to 37"+ P �r >
SEPTIC PLLt.. L _A-N C�
Z
86"+ refusal,ledge or large boulder I HAVE SEEN Aft (�WIRVED ALL OBJECTS � CIO W
; \� SUCH AS HOUSES, WELLS, TREES, FENCES, ETC
SITE LOCATION. ,,, \� ` \, 1 : \� i
po
0 CO
No observation or evidence of groundwater SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY [—!
MEASURED THE DI FORTH ON THIS DIAGRAM.
Q
,,•►1I(�,t7`'�i 1•':=-,. i� �` e;,. � ,a..��~� t, E TAN E U DISTAKE SET _M.
�1.
_
Z
`. TEST PIT#2 - west end of field area l .�T1�`► W .1
I _vim \. , a� /r,I ,!!. IGNATURE DATE
i ., }';1 Ill of f/p,It! ,g Ii
(I i �- 0 - 6" forest duff to sand soil � LLI
y topsoil I TOWN OF QUEENSBURY
-T,��'1 BUILDING $� CO D
, , 6 - 60" loam sand to fine sand at depth L
�4�f1i U�'j1111'1�
No observation or evidence of groundwater � �., W
, , ;fi \ Reviewed By:
. H
�. r< � .� + 1'�'%t: i ,?� ' PERCOLATION TESTS Date: /3
! w �
SITE LOCATION MAP •
SCALE: 1'• = 2,000' Percolation testing within the area of the proposed absorption system .• - ''N 3� � W a� Q
was conducted by Dennis MacElroy, PE in June 2016. Pere tests �3d sv� de"" Lo Inc. OW.
within these soils resulted in stabilized rates in the range of 6 to 7 _ Q 3� q co
minutes per inch in the shallow(surface holes). The proposed ll CC �w o 0 Q
system will be designed using a 6 to 7 min/in. percolation rate for the F LG �✓ 1 —'� � I-
system
conventional trench system within the native soils. - LL
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TU17LE U 11 �' - i N
RESIDENCE Iry LOT gAREA 3.2f AC. — x �, N
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i I c0 0 Z
0HH W
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i, sic r -0 20,0 ,
W
s COURSES ALONG THE ROAD ►~-- Q 0
A !' Z
A—El N. 28'— 27V w � a Y N
a
8—C N. 31'— 3O.'W = 3
0
G—D N. 28'— 31'W PC
D=E N. 23'— 08'W C
E—F N. 21'— 00'W W .
F—G N. 29— 1 VW
G—H N. 13'— 50'W
H—t N. 15'— 51'W y
SEE SHEET WW-2 I- N. 29'- 51'W
FOR THIS AREA O
0
Z
Q L-j 3
II LLJ
U 5
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[—FINISH GRADE ANHEAVY DUTY MANHOLE FRAME
T� A SSC O COVER BYCAMPBELL OR EQUAL
Tuttle Replacement Wastewater System: Basis of Design I L��� �VIIIIII ��I--:
IIL�III= Z ubii I�II�I 1DIIWEX N0.2KOM1%N41 'T ^R
I Cr<ISf0.tKIDN FA9lCC OR ASEWER
(MH GRAOE RNGS)L Ili gyy UNRIFAIED f1UYlY.l6 PMui 2' I.D.AS PER
Regulatory Authority- Town of Queensbury II �=�W FORT MILLER OR EQUAL
(AS REQUIRED)
IT IIIIIEIIIE DunErI Sdlll- 4.FC,Q, �BL3•MIN.ro e-WIMaI O O I BL =Design Standards - New York State Department of Health (10NYCRR I 2'°` 2ANY co�• PFT°DRDI]N WATER ; TSANPARGE /NO4-MIN. INSIDEWTAppendix 75-a),Wastewater Treatment Standards: - W"� LooTEETMINOUS�o SANITARY TEE E
Individual Household System. {
WATERTIGHT AND INTERIOR "D
---_ LEAKAGE TESTED COAT
2p'� LL m OR,
PftIDR TO BACKFlWNG 01 EW AL 7 4'Xa 19E MIN I V+
m NPfM U �"ro>Yi• �.� , o P 1
- Town:of Queensbury Ordinance-Chapter 136: , ' ''�'"•I'¢-_ - pEA GRAVEL ORR W �ITVR+
Sewers and Sewage Disposal-Part 1, On-site CROSS SECTIONAL VIEW LONGITUDINAL VIEW CRU
STONE
Sewage Disposal Systems SECTION VIEW 2 BmDITAPEu� r W
10.0>WEt�012M_.MER OR PDi °ucaw FAtlac NOTE: w U n +
I — ° °R�'A�'°F S w ASPHAL'IlC INLET INVERT IS 3• ABOVE
PLUG(M.) II� W
(2-MIN.)
Design Flow Rate - 3 bedroom at 110 gal./day/bedroom=330 gpd �o II OO m o I ��1� IF SEAL
' �u Z D
r�nw Di D ns ZIN--a OUTLET-s. w /1
Septic Tank Sizing - 1000 gallon (min)precast concrete tank oo goo �, g 'I o E--q r�.� M C Z
9°PE PN'E L'�ti PER IT. 1 B E SLOPE E TFE ABET PPE B r x`er¢ NOTE V 6 h■'N_I W y ml
4A']NG DF A250(TR0.4 TPWCN C DL. TRDIOI FIDIIDL ro EE hTAR Uzi AH01 TFE STPR�C DTA�RIC �� T KS LBAFFLE NO THAN Il0 Ff.LENGTH 1■—� _I•
Absorption Field - Conventional'stone and pipe'laterals in a trench MR
I LEAS D rorAMFEE� ...
configuration. Three(3)laterals at 55 If each for a TRENCH PROFILE , '-=°=-i
total of 165 IfR� TRENCH QUAIL PLAN VIEW N
OUTSIDE q
TANK S� MIN.LIQUID DEPTH-A'TANK DIMENSIONS'BXC' -D' 'I' HEIGHT P _ W
NDT T17 � 750 GAL. �- 4'-3-x '- G'-B' i'-B• 5'-B /� N
w
Water Supply - On-site drilled well located more than 1 00'from __-_ � � �r,
the proposed absorption field location S TANK �+Vy QTY�T� 54 � 0.% W
NU To SCALE FMT MILLER OR EQUAL.
Neighboring wells are beyond 100' horizontal Z =
separation distance from field area. ,
GRADE w u V
NOTE. E-4
I.1 1. PIPE JOINTS TO BE SEALED WITH v/ a
I � --__-----_ ^ ASPHALTIC MATERIALS DR EQUIVALENT.
® I \ I2'M,N REMOVABLE COVER �
2. INVERT ELEVATIONS OF ALL w
1Q - OUTLET PIPES MUST BE EQUAL.. E Q L W
' ----- 0 _ �• 3. THE SLOPE OF OUTLET'PMM a
ANDWEEN THE 7NE DSTRlSUTOR DISTRIBUTION BOX
LATERALS Yi+ �J Q
BAFFLE • SHOULD BE Ila-PER FOOT. Li U
INLET ; 2-MIN IELEVT O Q 1.
O Q
'Y O 0 IRZI C FLOW.
L W.t6E 9®[ETEiERs Z W IFF��LA{ Z a
OUTLET �.,,,r��•Frnr'��m � LL
CONVENTIONAL ABSORPTION ,-B 02 Z J J
TRENCH SYSTEM: 3 LATERALS I { Z ,� CW
155 LF EACH 165 LF TOTAL I 12- MIN CLEAN SAND OR PEA GRAVEL r�� E- W G
PRECAST CONCRETE W I ISMI UTION SOX U ^ O T ?
�M� 2#1 DISTRIBUTION BOX o U Q; W 0 W
a ;HZ
v
wyyr o Z0c�
PROPOSED 1000 GAL I-+-! V co E E F LLl� W
CONCRETE SEPTIC TANK �'� I /
APPROXIMATE LOCATION
/� .------ I OF EXISTING WELL
EXISTING 3LL +
BEDROOM HOUSE i' �' �T �, w ZUlf
o
LL
/ /! � A
8
GRAPHIC SCALE
bZ
= M �� wo Z
30 25 20 15 10 5 0 15 30 50 120 —�
VNjX dY Q I I 1— 3
sv�anN (IN FEET) U) w
f
' 1 INCH = 30 FT. U)
a