2013-336 TOWN OF QUEENSBURY
woo
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20130336 Date Issued: Tuesday, August 12, 2014
This is to certify that work requested to be done as shown by Permit Number P20130336
has been completed.
Tax Map Number: 523400-297-020-0001-005-000-0000
Location: 284 QUEENSBURY Ave
Owner: SUSAN BALFOUR
Applicant: SUSAN BALFOUR
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the /)
property owner of the responsibility for compliance with Site Plan, rTh /
Variance, or other issues and conditions as a result of approvals by the �f-thing - "Ord
Planning Board or Zoning Board of Appeals. Director f Building& Lod ;. `or ent
TOWN OF QUEENSBURY
ea742 Bay Road,Queensbury,NY 12804-5902 (518)761-8207
,31
Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20130336 Application Number: A20130336
Tax Map No: 523400-297-020-0001-005-000-0000
Permission is hereby granted to: SUSAN BALFOUR
For property located at: 284 QUEENSBURY 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: SUSAN BALFOUR
471 GLEN St Septic Alteration Residential
GLENS FALLS,NY 12801-0000 Total Value
Contractor or Builder's Name /Address Electrical Inspection Agency
IBS SEPTIC
IVAN BELL
2 LOWER WARREN STREET
OUEENSBURY.NEW YORK
Plans&Specifications
2013-336
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 25,2014
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of
iQu /j T: t: _ July 25,2013
SIGNED BY r , for the Town of Queensbury.
Director of Building&Code Enforcement
1
: ' Community Development Office
Tt` Town of Queensbury • 742 Bay Road • Queensbury, New York .12804
JUL 2 5 2013
Office Use Only �
TAX MAP NO. P/,-7t/, oa°—/-5 PERMIT NO. I.3 3 is PERMIT FEE
APPROVALS: ZONING TOWN CLER
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS./r'�})PP ICATION IS SUBJECT TO REVIE EFORE ISSUANCE OF A VALID PERMIT.
OWNER: Sf4Sar •,1 Xt I4Q VI— INSTALLER: RS S1P� I c C
ADDRESS: 2$ 1 (yso Lotcok n )(A NI Nee ADDRESS: I 0 Wfr '\It e' SA•
PHONE NOS. ei45 - b v PHONE NOS. F g(1 Q\ Y'q
LOCATION OF INSTALLATION: CO QtACPr.,5I/)tAt1 kve •
/ RESIDENCE INFORMATION:
YEAR BUILT
NO. X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) _ GARBAGE GRINQFR
1980 or older 3 X 150 = Lf 0 INSTALLED? ►V fr
,1981-1991 X 130 = `J SPA OR HOT TlIBi
1992-present X 110 = INSTALLED? N
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROL�J[�G I STEEP SLOPE* %SLOPE
✓ SOIL NATURE: SAND V �L/OAM`IV k CLAY �� OTHER
I GROUNDWATER: AT WHAT DEPTH? IV N
I BEDROCK/IMPERVIOUS MATERIAL: AT W DEPTH?
I DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft)
c)fI PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpg (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/n� in a Planning Board approved subdivision).
TANK SIZE: IWUQ 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: Q i 1
0 ABSORPTION FIELD(WITH NO.2 STONE) Total length J UJ ft. Each trench - I X
o SEEPAGE PIT(S)(WITH NO.3 STONE) How many? W,f F R Size? IV Pc"
0 ALTERNATIVE SYSTEM Bed or other type? ((/ ' rfri
o HOLDING TANK SYSTEM Total required capacity? : 6Y h- Tank size? IV
pc Number of tanks?ph-
NOTE:
h-
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 regulations with respect to this application and agree to
abide by these and all •uirements of the Town of Queensbury QUESTIONS? CALL 7614256 OR EMAIL
Sanitary II al Ordinance.hy �r�\ codesfE'aueensburv.net
Sig j- •f •e` 'r'esponsible Date I-) j VISIT OUR WEBSFIE FOR MORE INFORMATION
www.queensburv.net
07-1' Community Development ment Office
-
- Town of Queensbury • 742 Bay Road • Queensbury, New York •12804
JUL 2 5 2013
Office Use Only
TAX MAP NO. ,R9(1; ra /-5 PERMIT NO. r,33 3t, PERMIT FEE_ S 4
APPROVALS: ZONING TOWN CLERK 6
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS. PLIC}/ATION IS SUBJECT TO REVIEW`DEFORCE ISSUANCE OF A VALID PERMIT.
OWNER:_St.1 Scar. r Mk \ �r INSTALLER:dei as P 1 C.
ADDRESS: 2 �1 f_ ( Lite CN c D(A r 1 JMe_ ADDRESS: i I n W Pr Viov e n rJ 1
'"l l J r _ r'r. 1 1 —�n - r/r A % I
PHONE NOS. 1-r5 D L]6 O PHONE NOS. L 7 T l 1 "`9
LOCATION OF INSTALLATION: 9 (61+ DLit'er\s`/j IAr"? Nye •
RESIDENCE INFORMATION:
NO.OF COMPUTATION TOTAL DAILY FLOW
YEAR BUILT BEDROOMS X (Gallons per bedroom) GARBAGE GRINQ,
1980 or older 3 X 150 = _4� 0 INSTALLED? I.J
1981_1991 X 130 = SPA OR HOT TO
1992-present X 110 = INSTALLED? W Pr
PARCEL INFORMATION: i \r`p
✓ TOPOGRAPHY: FLAT ROL�'�('°�G STEEP SLOPE ,1i %SLOPE V IV
I SOIL NATURE: SAND t/ LOAM NA' CLAY Iv OTHER
✓ GROUNDWATER: AT WHAT DEPTH? IV N \ �
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WH DEPTH? V
I DOMESTIC WATER SUPLY: MUNICIPAL V WELL N -\--,If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS (V PS PER MIINUTE PER INCH(mei] (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: Ian 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: Q i 1
IVp u®
o ABSORPTION FIELD(WITH NO.2 STONE) Total length [ ft. Each trench -I X
0 SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? (V
o ALTERNATIVE SYSTEM Bed Dr other type? tic
1r r v ) '
o HOLDING TANK SYSTEM Total required capacity? (YE\ Tank size? hi R Number of tanks?P[ )
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 regulations with respect to this application and agree to
abide by these and alll,4.uirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL '
Sanitary -iv:.; ei al Ordinance. -7--)-C-0 codes(dqueensburv.net
Sanitary is-
0 VISIT OUR WEBSITE-FOR MORE INFORMATION
Sign ?el—esponsible Date www.oueensburv.net
Town of Queensbury Building & Code Enforcement
Office No. 518) 761-8256
Septic Inspection Report
Inspection request received:
Name: SU1SO1/41 8 E t/D-UA. Inspected on: •
— i — /�
Location: '���----= , any 62 bJ 2 Arrive: i : Aldo •.m.
Permit No.: / 3 - 3 3Co Inspector's Initials: ir
Co, is andlor dia.ram
Soil Type: SariZ Loam/ . t
Type of Water: Municipal I Well Water �'X P / -I
Waterline separation distance ft.
Well separation distance ft.
Other wells' ft.
Well Casing Length 50'+I- Y N N/A
[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 12"or less below grade Y N
[provide extension collar if Yes] Y N
Location I Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits
Conforms as per Plot Plan Y N
Engineer Report and As-Built • _N
ETU Maintenance Contract provided Y N
Location of System on Property:
Front R r Left Side Right Side Middle Front Middle Rear
S stem Use Sta s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
RUCINSKI HALL ARCHITECTURE �>' -
,�'ty`
Ronald Richard Rucinski � ..%
Ethan Peter Hall G:
627 Maple Avenue �J`/��`
Saratoga Springs NY 12866 p.
Voice 518 580 1905
Fax 518 584 5012
Email ephall@nycap.rr.com
Septic Install for Balfour Residence—284 Queensbury Ave
5 Aug 2013
John O'Brien —Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Septic Installation for Balfour Residence—284 Queensbury Ave
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution box and tile field laterals prior to back fill. All items appear to
be installed in accordance with the construction documents and are acceptable to this office.
If there are any additional questions please call to discuss.
,,,,,---,---•'s7.?,.„,
Regards, 6
DAA,.„
it 444,0,_ -,to t
AS B iif
ati
fA-t
Ethan Peter Hall ��, `' x ,. r
Architect -t:Q71)0 -":.-: r
Y:Uvan Bell Septic(]BS)\Balfour Realty\284 Queensbury Aveltetter 5 Aug 2013.doc 1
GENERAL NOTES
JJffNET, ON IIINES ISNEINS
LEGEND
ISSEENT,'..
YMI ----------------------FREIVESICEN-D
SONT.— OF EESO RFIAWNS
N
=SE'.
I/, XC S
PERCOLATION TEST RESUL7
NAFNN I I I
1-1 ON-1 .TUll
PEED LENCLEIS
DO
S,I.,
FESILL ETFSEL
ED
` " ——1/1 """"' ",III
'NOTLESSES) 1_J 11.1
2 IT
Tm�v,,IT'ONS,
DISTRIBUTION BOX TEST PIT DATA
Cl FIT ISS, C)
caounoMni£ SES—ON TNI..1 '2'ANSIO" FOONE-1
FICA DRI., N.C.TIFF STANDARD ABSORPTION TRENCH SEC.'IDN
SEPTIC TANK
N
"'T 'Al 1111 NITH 11 11T,11 EIN NNINBAL Ra SEPTIC SYS 5
B�1,111C — --I- TEM DESIGN
SUFF ALLAN 1� - E.T. "'SEES,I--NIB. TO SNFN',,E,ITUE,
I.IIATEIACTONCIS.1—1.SIS INN r. 'S' E1 —Ili—= — — M
T _Tf B__ ,
F—Ell IT III BEFE-BS.
E.I ..— S.
ON 1 1. S'F' 1 0 TINN ECONSES IN IISEEINION IEN1 A
.E TTION—LE,ENCSNCC STIOE BE ILENES IOS LOU IS
Cl E�D1�;CBS 9F. "1 11 1 BE I=
EFENFIN,TO I-- SEFTELS..DAIB.. IN
T'ONE".,FN1 ITT—
APPEOITION PILL NO, All
FESN FIELD-1 1.B ELIT 1111 &'
KOZZOu—MB • X1541"I IZU"' BE IFUZ.XID"NIEII��DEDE.l FEIN S11 F."IT OFFN TIE11ITTIO
IT:,
ILEPC ITS ET AT�1 SIF 1.11
SEWAGE DISPOSAL SYSIEM NOILS
Exmn nEAvr
I INE,11 11,11L1'.1IT1
O_.C.LEF, _gl BE
FEESC INAIL 62 I...OF ON 1—S 1.QC
I NLL LIONIS TO It OF LLFTIL—IN STINDION.1111T WiM APPROW OF THE NESSO 11OFESCEN1 11 FIC
TFIN OF
STANDARD ABSORPTION IRFJITCH PROFILE BE =EIE11
'IESTIN'."ISIS'I!F".N'C=
.1-I.ENT OF NEIIEN I—FICITOSET 11-NS11E1IF
1-1 11PENN1 11-A
NE 11 IATIS IT BE SET Ol A FTTCS IS 10.1AICEB EAS ON NLSELI
DEED REFERENCE: xt GLr
ANEL
OF fit L 0:. IF TO 11.NE SON 'I�T IFTEEF ONT DS E
�iT NZ="Mtm
IOlII 1A1-11 P_ B_TFN FLI1 LINE,6'NS FLONI LIS
L"10,S*NB FOLET 12
'N'2.'=!"","NE,'�'F%FEONE
L.516 P.olo
COOLINS INATTEC LACTS.IllN SlILLE BE
SEEE�DMFEF,ENANN IS 1NATICS 1.
SIFEEN, ," 2" �PULL'
ALIBI 68IL'U IN 10 _NBFN
'"F I. 0 (42 0 Z
LIF D ONESE'"'808"1 NOW""' INS OF
EC..NFT CL'SSIETED
SLOZ J/��'U'l."S=ETONrl."U.'I'SON N'_C I'T"'Il.IN
IT FEIT INNI.LL1/1 IS
F-LIT—I ITSBIL 111E �_L "/Ol AN�If`CTI`SCPIII�ALTM Ed
I'.RA of
1�1 BE 1111 11 111,
I ON I ,I F. C.
NEI FEE FELL
DEED RE
0
E Tj C�
I I'll "I"I""'E",
1E.OS1 METION M.T IZAITTE I J.�r I T-TON
l' QL �Y�F.A� DID En b
e 11Ir C�111 TEF'11*�l 11�1 OF I I"INTO
BZ,l FEAELE. I ,SON IN,1
_ICECIT� 1� S NTS
L!� SICIES FFvn NENI DM
'IS N EI_COON L,-1
ICOODD CLESSINF'.TLEIt_TTIN S
IF ONSITTO So_.NS NET NE...S.1
TLIC—I,T.F, 0
tIN
11
0 1, 1 L"IS C,SIEFS US L9
101,
I A N'.N ON'll M—'�`TEII� ".' I"'W�Iz
SI%A'gE'ON TNE5'ILINALLY EIELLSES CEITICIIIN FBI ENElI
FL ON OF
AREA
4�
F. N'L.
BASS NO GNIE GRNTTE='ONET INLESS ISTILLICE I"I'AL C11ICIO'OF
1.711: ACRES IN S"moi a', TLE NO AND 11 SEETS1 SEE IS IOEEISED 81 1.1111LOI 0'2%
IJ f N.DITS SILLE�'qS
LEGEND Z'IE'�'41AZFCS A.�UT 10 ISE
10r'��FEFNNEE� I IF DOE
CEO I�:�S,4�I�El
F'EN Ol 'A SSIAO a X,IN
ON 11 11 141 1 1111 TOI 111D IT 1AII 11 OlINS
BY
NTANES S'T�
I I S TO,TS.'LI L
P.I.E. ICNE—IS
cFF'F"', B�SV CE FEE%11N IS ITTEN Y OF BSTL11 1 11 LETIFT
a OR SINOTTrY PELEISBTIANIFF I—I—Y TO III
55I1 F,I. ESNINS�IS IFF C
SHOULD BE EBIIPEN IN'.I. NSIT TAIIS
—I.ITNN 11 IIIIINE.TNF NSTNI TNNI 11
N11.FEI BILETELS-1 FIAT-1
1
Cl 12 r
=Io-A.1 NIEL"11 SIT111 N1 11 111INS "I TIF Ir LAIES.
F."I . I DISSEll NN III
"IC Fa=91=.20"A"`C.4Nc1,.UL5;`L�I LEN,1 EF I
I SON IS IS I NNOCIED DO
INS, 2IIIS INS.11,ap xoi, F.—N, DISTI'LOTE.NEINS11D.1
I,FINS SCESIT"S'_
"A
SIC INN FIECSLET'FIST TLE PPOFE O ix WE INCE-21YETEN'."AIS IFFS
11 IS—11 EIFF I I S_ INy LES TEFf II ISCILARESS
.1 F-1 To =1,IS 0 _F.1 I S"BLISS N"
"'ova?
R., QVIS,
E,11 —1 111, DO NF7D'VNSE 11 111$ESBFCNB1.1'l1.111'A1 W.EIT�rITO 1111 IEIIE IN—
I OCON IF-NEL—1--.
OR INTS-IS ON TENEETS SEPTIC PLAN,
PLOT PLAN --f
SO "IT LlT
-1 1111,.—INN 1. 1' SEl, S III TIIIT,NS TO BE SSAIDOOED 11 IF EINT IF FAIILS BE
E A, NOTES,
_'S��1�1�1�A EM.T_111E.11 I TF_TT11 I
FEL 7 LIENS,",,,DRESEANE-N
_TT
GRAPHIC SCALE OIL
ALL SECTIONS
IN TO PS E ON S""`_I' DETAILS
TO FNB,F1FE,O FC..TO S 1INNIF SNPs
FE ".E,,,_ EFSIFNIFBI EI 11 11OICS soNC TO STBEAT SIF RINA.1 IRS1
70
NI,
IS
11EN
INS.FIT.1-1 NS IN,— N. C-1
11 am
Septic Inspection Report
Office No. (518) 761-8256 Date Ins.- ion r-.uested:
Queensbury Building & Code Enforcement Arrive: t - POS -• : u�l•
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: ///
NAME: Bat)rrLJL 'E' IT NO.: / 3 3 3(p
LOCATION: C� (j� I63 A-oto ,SPECT ON:
RECHECK:
,�-^— Comments and/or diagram
Soil T Pe: LIth v a 1/-€lay
Type of Wate L MunicipaiiWeil Water
Waterline separation distance 10 ft. 't'
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + /- _Y N_N/A
[150'to well required if NO]
Absorption Field: Total length 121 ft.
Length of each trench 4 ft.
Depth of trenches — '7_ft.
ct-
Size of Stone �
Seepage Pits: Number _ L/ N
Size: x C� C
Stone Size: 13 -71`°C)" 'C
NYe-
PipingSize Type
Building to tank it; 't s\>C.
Tank to Distribution Box 17
�I2
Distribution Box to Field / Pit Li bDt - [-{L b p(2-3 5 9___
Opening Sealed: =/ N
End Cap N/NInlet/Outlet Pipes&Baffles -1/ t 0��� �
Manholes 12"or less below gradeN
[provide extension collar if Yes] �Y_N
Location/ Separations
Foundation to tank 7ft.
Foundation to absorption -24 ft.
Separation of Pits fly•
Conforms as per Plot Plan
Engineer Report and As-Built N �� � \\
ETU Maintenance Contract Y_ N ‘611•..7
Ofd
provided A 1\5-9,\)\(.-A--
Location of System on Property:
Front Rear Left Sid- Right Side Middle Front Middle Rear
System Use Status:
pproved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Ins io
Queensbury Building &Code Enforcement Arrive: 7),- -)a if/p 1 De..rt: -t ) a /p
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: riffr`
NAME: G R ! A vs NO.: \ -- 3 3(PLOCATION: 2t?y �\�: EF O �1`�jLa ' 1� 1r 'ECT ON: 7 — 7 — 1
RECHECK: c t t- FR Dt-A <3‘101-)F___ \OT
Comments and/or diagram
Soil Type: Sand/ Loam/ Ciay
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
[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:
Size Type
Building to tank `I /v- N —r)
Tank to-Dstribution Box
Distribution Box to Field/ Pit
Opening Sealed: _Y_ N
End Cap Y N
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 ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y
Engineer Report and As-Built _Y N tJ C ES) [5\(� ' C)
ETU Maintenance Contract
Vtract_ Y_ N iNL ,C V •
Location of System on Property:
Fromm Rear Left Side Right Side Middle Front Middle Rear
System Use Statu
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\septic Inspection Report03 29 10.doc
MIN. SLOPE
1/4 PER FOOT
SEPTIC TANK -
BY FORT MILLER OR
EQUAL
PROVIDE 3" SAND OR —
PEA GRAVEL UNDER TANK
APPROXIMATE
FINISH GRADE
LIQUID LEVEL
INLET & OUTLET -
BAFFLES
l;2i X
ff¢
C)2 -
O O
CY
J
—MINIMUM 2x WIDTH -
MAXIMUM 4x WIDTH
RECOMMEND ALL ACCESS
h CLEANOUT OPENINGS
BE RAISED TO 6" BELOW
FINISH GRADE.
MIN. SLOPE
1/8" PER FOOT
TO
D. -BOX
SEPTIC TANK
N.T.S.
I
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES' TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION:
3 SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
HEED REF'ERE.UCE.
1) MEL MARTINEZ, SECRETARY OF HOUSING AND URBAN DEVELOPMENT "10
SUSAN K. BALFOUR, FILED IN THE OFFICE OF THE WARREN COUNTY CLER
IN BOOK 1314- AT PACE 164; DATED AUGUST 18, 2003.
CO
O
H
W
LEGEND
o IRF
IRON ROD FOUND
o IPF
IRON PIPE FOUND
O IRS
IRON. ROD SET
I
UTILITY POLE
(DOOC?
STONE WALL
— x —
WIRE FENCE
= a=
CHAIN LINK. FENCE
— o —
WOOD FENCE
0
POINT
F.P.
FENCE POST
—oft--
OVERHEAD WIRES
n/f
NOW OR FORMERLY
/
,hot!
r
!
"/''� Hydrant
CONCRETE OR STONE
MARKER ABOVE ALL.
BURIED COVERS
GRFlLTE D RECOMMENDED.
OVERFILL TO ALLOW
FOR SETTLEMENT
INLET BAFFLE 12" MIN. OVER OVER"
ALL STRUCTURES \
#i DISTRIBUTION BOX
BY FORT MILLER OR
EQUAL
4"PVC r 2."MIN.
Iva°fix BALL OUTLET INVERTS
TO BE SET AT
PEA EXACTLY THE SAME
GRAVEL ELEVATION.
(USE OF SPEED LEVELERS
ENCOURAGED)
DISTRIBUTION BOX
N.T.S.
NEW TILE FIELD
—
4 LATERALS QT 45'
oro r
���t�awQy
AREA =
1.79 f ACRES
! 7� w
s6,66 «�
�• gate"-•�-,E
/ .r hydrant
/
NOTES:
1) BASE MAP PREPARED FROM A�JUIIE 2013 FIELD SURVEY,
/ 2) NORTH ORIENTATION IS BASEDIrOt�III MAGNETIC OBSERVATION 2013.
3) THIS SURVEY WAS PREPARED 'PTHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND
IS THEREFORE SUBJECT TO kY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD
ANY STATEMENT OF FACTS SU`HDOCUMENT WOULD DISCLOSE.
4) SUBJECT TO APPLICABLE LAYYS•I/AIJD APPROVALS OF THE TOWN, COUNTY, AND STATE
REGARDING THE DEVELOPMENT�Ofj LAND.
5) UNAUTHORIZED A.LTERA:110N 0F?tA.DDITION TO A SURVEY MAP BEARING A LICENSED LAND
SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE
NEW YORK STATE EDUCATION �P�'°`W.
6) ONLY COPIES FROM THE ORIGIITAI,I OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE
LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
7) UNDERGROUND UTILITIES, STRUCTURES AND FACIUTIES HAVE BEEN SHOWN FROM
SURFACE LOCATIONS AND MEASUREMENTS OBTAINED FROM A FIELD SURVEY.
THERE MAY BE OTHER UTILITIES '¢RICH THE EXISTENCE OF ARE NOT KNOWN. SIZE,
TYPE AND LOCATION OF ALL tI1 LITIES AND STRUCTURES MUST BE VERIFIED BY
PROPER AUTHORITIES PRIOR TQ ANY AND ALL CONSTRUCTION: CALL DIG SAFE PRIOR
TO ANY EXCAVATION. 1[l
shed
ST)
N.T.S.
12" MAX.
2" MIN.
Lands n/f
Stanley Ry-inkewtcz
L. 483 P. 088
L.'-516 P. 040
/
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
s,U
�
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HCME AND/OR
—EXISTING SEPTIC TANK
SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A
Q/,
r
C),
Ff,.fory
N
SURROUNDING THE ABSORP"LION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
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THE SEPTIC TANK.
A`O �
NEW 1,000 gal.
4
:r
Opropane
tank
.,
2'-.0" 15% MAXIMUM
CROSS SLOPE
ON SLOPED SITES
EARTH UNTREATED BUILDING PAPER,
FILL OR GEOTEXTILE.
ti
4" PERFORATED
LATERAL
iE
H
TOWN OF QU P WZ1- I tp)
GENERAL NOTES BUILDING & C p,
I
(FORMATION SHOWN ON THIS DRAWING IS TAKEN FROM Reviewed By/ � 2
A SURVEY DRAWING PREPARED BY BOLSTER ASSOCIATES. Date:
LEGEND G
---------- PROPERTY LINE
E —E —E —E _ .PROPERTY LINE SETBACKS , � c
ELECTRIC SERVICE i F_b ,
py
No.T DESCRIPTION DATE
E/P EDGE OF PAVEMENT REVISIONS
U
PERCOLATION TEST. RESULTS.
_ PERCOLATION TEST PERFORMED 15 JULY 2013 BY
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE 'a u
O N
a�0(fJH `V DEPTH STABILIZED RESULT U
Q�II ^a 3/4' TO 1 1/2" 1in inches per one Inch drop _'
Z CRUSHED STONE V M z
6'-0' 20 2: 30 W zo a z n
O,U a
-r— - - -- N TEST PIT DATA.
Z U
TEST PIT PERFORMED 15 JULY 2013 BY IBS SEPTIC a J "
MAXIMUM SEASONAL HIGH o o
WITNESS BY ETHAN P. HALL -RUCINSKI HALL ARCHITECTURE at
GROUNDWATER ELEVATION TP# 1 Q Q ? o z
0 6 Inches, topsoil -I E w w
12
HARD ABSORPTION TRENCH SECTION 6 —36 Inches, medium -dark brown loamy gravel- Q � o �oa
with some loam and medium size rocks u r n N o
36-69 Inches, medium brown gravel with trace silts _ z 0,6 o
C O—
Roots to 46 below grade _ > c 00 -06 s 2 T
No water seeping - No mottling encountered 7 to
BARRIER MATERIAL SEPTIC SYSTEM DESIGN Z�
(Y a a 0 u) u) N `" U
—I I I I—)IIIIEEE I 1=1 I �- DESIGN' FLOW -EXISTING 3 BEDROOM HOUSE WITH STANDARD TOILET W t��o ra 0 ° W u
I I I I—I I—�11 I_= - FIXTURES AT 130 gpd PER BEDROOM = 390 gpd.
SEPTIC TANK - 1,000 gal TANK REQUIRED (IN RESIDENCES WHERE A
(X�7�o° SLOPE 6" MIN. GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal OF
OC]Q�Qo' CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK) WORK IS TO IBE N AS SHOWN &
NOTED AND ACCORDANCE
ABSORPTION FIELD - 1 to 5 MIN. PERC. RATE - APPLICATION RATE WITH MANUFACTURER'S
oCbopOOd o O o4 1.2 al/da s ft. - 390 d DIVIDED BY 1.2 al da RECOMMENDATIONS, TRADE
y g y/ 4 'gR 9 / AL, E _ ASSOCIATION PUBLISHED
oLY)°GnOt� 4" PERFORATED PVC LATERAL, 325 sq, ft. OF TRENCH REQ D. AT 2' WIDTH PER LATERAL. USE 4 LATERALS
SLOPE 1/16"-1/32" PER FT. AT 45'!= 360 sq. ft, OF APPLICATION AREA. RECOMMENDATIONS ANDGENERALLY ACCEPTED LOCAL
NOTES: SEWAGE DISPOSAL SYSTEM NOTES CONSTRUCTION INDUSTRY
1. END OF ALL DISTRIBUTOR PIPES MUST BE PRACTICES.
PLUGGED UNLESS INTERCONNECTED. THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
2. ALL LATERALS TO BE OF EQUAL LENGTH-/+ TOWN F QUEENSBURY.
STANDARDS AND
STANDARD ABSORPTION TRENCH PROFILE SHAILL� COMPLY NTHOTHE LATE TL EDITION(S) OF THE(NSPECTION NEW YORK S ATE REQUIREMENTS
N.T.S. j DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL
I
HOUSEHOLD SYSTEMS APPENDIX 75-A.
SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
GRAVEL.. CIZ4 00
SEPTICTANKTO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. r�
- INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE v 0` 00
_
�";., .. •
,.�-- OUTLET 14n BELOW FLOW
W LINE 6AB.OVE FLOW LINE E
-3n—AIR vPACE_ABO- "T". -TO OF:TFt 3 ^
N
Q�
to
- -
( NO 1(001`, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CI1
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER .- I N
SOFTENER OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.�qq
3 SEPTIC FIELD ct 0 Z
ABANDOND AND THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
D (�
S
CLASSIFIED BODY OF WATER.
„ HOUSE ,TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
�g SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 ^
WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: H
B's F I 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS.
�s ,.� I FILL MATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF C a
C$
655 BETWEEN 10 AND 15 MIN FOR 1% (WHERE REQUIRED) 4? tCj
V r
THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO Q
Crt
ANEW DIST., BOX
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HCME AND/OR
—EXISTING SEPTIC TANK
SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A
TO B€ REMOVER
SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
N
SURROUNDING THE ABSORP"LION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
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THE SEPTIC TANK.
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NEW 1,000 gal.
SEPTIC TANK ^
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE "SEWAGE DISPOSAL ONLY FOR
°
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
00
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
'�
N
HEALTH, AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND
SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE
--,
°
c
garage
o
. o snag
Lands 7L/f
Town of gtwensbury 10
Water Department 6
manhole
PLOT PLAN
1" = 30'-0"
/—WATER SERVICE EXPAN_'ON OR REPLACEMENT. N
ENTERS THE NO GARBAGE GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL CONSTRUCTION OF
BASEMENT IN THE HOME AND THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 250
THIS LOCATION
NO CURB BOX GALLON(.
WAS FOUND. SEPTIC (TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
0 OWNER STATES ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
THAT PROPERTY AMOUNj_ OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND AD •.? %',
IS SERVED BY Lands n/f MAINTAINED BY THE HOMEOWNER. THETANKSHALL BE PUMPED WHENEVER THE s12� ;'� o�
peal MUNICIPAL WATER v: Ronald CJtartland,' Trustee - $.e " <, r
n BOI IUM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
SERVICE Charon Trust Agreement' BAFFLEiI Oft SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY o-' I' Q ;%
L. 3567 P. 032 CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TA
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. , "�
1
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER-' ®�/
CONNECTION AND OUTLET SHALL BE INSPECTED_ BAFFLES/TEES THAT HAVE
DETERICIRATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
SII ANY CC;MPANY EMPLOYED TO CLEAN AND SERVICE 1111E SEPTIC TANK MUST BE A
DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
��y!^ DISINFE-ITED AFTER BEING PUMPED OUT, CAD FILE NAME
d ACRD\IBS\BALFOVR\C-1 SITEPLAN
of SEPTIC ITANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES SCALE
B110„ ARE UNNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND AS NOTED
66 g4, MAY CFIUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
INTO 11-I ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DRAWN BY
DO NOT; DISPOSE OF EXCESS HOUSEHOLD GREASE OR FAT INTO THE SEPTIC DRAWING TITLE
SYSTEM, DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF HOUSEHOLD CHEMICALS
OR CLE� 'NERS INTO SINKS OR TOILETS. SEPTIC PLAN,
WHENE�,R SPTIC TANKS ARE TO BE ABANDONED IN THEVENT OF
EWERSJAREENSTALLED TO HANDLE HOUSEHOLD WAS SE E TANKSPUBLIC SHOULD BE NOTES,
GRAPHIC SCALE REMOVE OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-lN_ SECTIONS
w o 15 ao 60 120 NO VEH�I,CULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. CX. DETAILS
( IN FEET FINAL CRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
i ;nefi so) ft THE AB ORPTION FIELD. _.,., DRAWING No.
JUL 25 2013 A C-1
i33