SEP-000121-2017 TOWN OF QUEENSBURY
4k742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000121-2017 Date Issued: Thursday, July 13, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000121-2017
has been completed.
Tax Map Number: 239.17-1-5
Location: 15 ANTIGUA RD
Owner: Daniel Pickett,III
Applicant: Daniel Pickett,III
This structure may be occupied as a: Residential Septic Alteration
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,
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 12804-5904 (518)761-8201
OL Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000121-2017
Tax Map No: 239.17-1-5
Permission is hereby granted to: Bonacio Construction,Inc.
For property located at: 15 ANTIGUA 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
Tvceof Construction
Owner Name: Daniel Pickett,III Septic Disposal-Residential $0.00
Owner Address: 589 N Broadway Total Value $0.00
Saratoga Springs,NY 12866
Contractor or Builder's Name/Address Electrical Inspection Agency
Bonacio Construction,Inc.
18 Division ST,401
Saratoga Springs,NY 12866
Plans&Specifications
Residential Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,March 30,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensb before the ex [ion date.)
Dated at the Town o ueensb Thur d rch 30,2017
SIGNED BY: /a for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only
742 Bay Road,Queensbury,NY 12804
7.n�rgvae.nvn P:518-761-8256 www.gueensbury.net Permit#:
Tax Map ID#: 23`1. 17- 1- Permit Fee: $�� Invoice#:
Project Location: 1:7 Ar rrtfau/zA Septic Variance? t Yes No
Primary Owner(s) Et_�tL1C1ET
Mailing Address c5e59
Phone & Email
Installer/Builder
Mailing Address $ t t_3 t G� w ,r{pI -rm -Omt c-5
Phone & Email t
2�3Z- 4t3�1 f'at ( kamrt.o-c_to
Engineer
Mailing Address � T�. ' K ,�„��rA. , nL�( V Z ft,0 I
Phone & Email5-762
C_
Contact Person for Building&Code Compliance:RAYL Zs ' 41_ Phone: Z�Z- 4eg89
RESIDENCE INFORMATION: D
Year Built #of bedrooms X gallons per bMOF
arbage Grinder Yes No
1980 or older nstalled? (circle one)
1981-1991 AR 28 2 pa or Hot Tub Yes No
nstalled? (circle one)
1992-Present 11O BUR
PARCEL INFORMATION:
Topography Flat Rolling _Steep Slope _%Slope
Soil Nature Sand Loam _Clay _Other
Groundwater At what depth? y t
Bedrock/Impervious material At what depth? y C471
Domestic Water Supply _Municipal _Well (if well,water supp y rom any sep is sys em absorption is_ft.)
Percolation Test Rate: r aper minute per inch (test to be complete by licensed engineer/architect
PROPOSED SYSTEM FOR NEW CONSTRUCTION: 1 0
Tank size ?S�gallons (min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa hot tub
System Absorption field with#2 stone Total length ft.; Each Trench ft.
Seepage Pit with#3 stone How many: ;Size:
Alternative Syste d or other type: It!a Lir'
Holding Tank System I 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 and approved.
The installed system must match the septic 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 known by or on behalf of an applicant,shall be void. I
have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage
Disposal Ordinance.
PRINT NAME—FryLy 1-77) 1- E DATE:
SIGNATURE �o DATE: 3-ZS- L7
Town of Queensbury Building&Code Enforcement Revised February 2017
oint
MAP REFERENCE: CO
GRAPHIC SCALE l w
BASE INFORMATION "MAP OF A SURVEY MADE FOR DANIEL & JENNIFER6.
PICKETT", AS PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, t ' ` y C�2
DATED JULY 21, 2016. V
30 25 20 15 10 5 0 15 30 60 E W
(IN FEET)
1 INCH = 30 FT. O� Sy7 l�Point Dark '% w N ZZ_
' R O r
l
�O SEPT�—P -
40
N ,'t Eav j/ w p J 1� W
,� _� ,1 ,
/ Plume }fit t�
I HAVE SEEN OR OBSERVED ALL ECTS p61ntlrl t Z h
SUCH AS HOUSES, WELLS, TREES, FENCE , ETC ���,`,l� �<<\ \a3 w M H
/ SHOWN ON THIS DOCUMENT.I HAVE PERS NALLY 1 l�/ N �t' W
O 1 �. , rr ,J
EXISTING 6 BEDROOM y / MEASURED THE DISTANCE SET FORTH ON THIS DIAG M. `� ��/ C4;� c ;i E y Z
6.8'f To Shore /�. f � '
PICKETT RESIDENCE / ,�-a1� �.
- ,-l7 �To `
9 LsI�NArurt -DA //r� �, \ t
o O of Trust r, r �F: tr *�` t'�f• ,� .n' U) Z M
p r �" / N/F vin9 � '� 1 rr�- / 1 t ( \\ L
°o onds Li 1" W
e /
Ci y � / L Family SCALE: � 2°°°
L° O O or,{Or1° SITE LOCATION MAP W Q N
O°c °c �6'7sr / g _ Z �' F
3 17'1 11LE Z =
T°x I� ARE a Feet / E-1
p 5 es a
19 02�0.�q Arr ma c.= m o t f�� _ U) W a w
qb U / �( Q
OLP \ / �"� � Z I
� o
/ / o' @a 2 N 22 1 g. LjTP / rz1�4 QI W j Q
yc �� NM 2 / �wI ,z'' C V •1
/ �� / // / // W a Z m c�
�� se a o J / // j/ V // L) ) CVv BIZ
+ To Sh ore m / �,A / ° �� / / // \ I I1 / O W
Pf
ago Iry i o • WQ�i E-4 w 19
0Z
° Z
ozo°
0013°
°° / \ .O� / O z i
' N� Iry Z O k N
EXISTING PURPORTED ccg h %U _ / �"� z
01
1500 GAL. SEPTIC TANK O (L �{ R ^� R i--i
TO REMAIN IN USE. ry� ryh Ary' Vifl ; (,1k ;-- t . �; , i A o
(n2 NIF °fI.i-c ��,�0 �1 �� ' � �x ;il; ; �� . W O a 3 0
rlds erg, `V /� �evi�3� ei,-J d d�'; /� o Q
/ Lo Goldb / - U
tor,
As Dat m
' PURPORTED LOCATION AND LAYOUT OF EXISTING / /� y En Im
/ WASTEWATER ABSORPTION SYSTEM, REFER TO
-- .�: 2008 DESIGN/PERMIT PLAN BY HUTCHINS (�
NGINEERING #08-552. FIELD TO BE COMPLETELY (� 9
D REMOVED AND SUBSOIL REMEDIATED AS NEEDED. ry ROV z
7 AXh w O Z I
MAR 2 11 �' EXISTING CONDITIONS PLAN OVERALL PARCEL PLAN 0 Cn w '
SCALES 11-301 239.17-1-5 S EP-000121-2017 SCALE. 1•_100' C _
VM O BUILDING Y --0 Pickett III, Daniel Cn `�
a
15 Antigua Rd b
Residential Septic Alteration
SOILS DATA: W co
GRAPHIC SCALE THE PROPOSED ABSORPTION FIELD AREA WILL BE IN THE FOOTPRINT OF THE EXISTING p C
SYSTEM WHICH WILL BE REQUIRED TO BE REMOVED AND HAVE THE SUBGRADE SOILS c%]
SCARIFIED PRIOR TO THE PLACEMENT OF THE ELJEN GSF TRENCH SYSTEM. FILL SOILS TO BE FW `vJ di
USED WILL BE IN COMPLIANCE WITH THE DETAIL FOR CONTENT AND INSTALLATION AS NOTED i-�I 02
so zs za is io s o is 3o so ON SHEET WW-3. AN APPLICATION RATE (1.0 GALLON/SF/D) HAS BEEN BASED ON AN E-i Z E-
(IN FEET) ASSUMED PERC RATE OF THE FILL SOILS (TO BE CONFIRMED BY ENGINEER PRIOR TO SYSTEM �!!V3
1 INCH = 30 FT. INSTALLATION). THIS RATE IS EVEN MORE CONSERVATIVE THAN THE 1.2 GAL/SF/D RATE 124 0 j N Z
USED AS PART OF THE 2008 DESIGN FOR THE NATIVE SOILS. REFER TO THE 2008 O h W
O� J
DESIGN/PERMIT PLAN BY HUTCHINS ENGINEERING IN THE PROPERTY'S PERMIT FILE, # 08-552 G�,
DATED OCTOBER 2008. U r >
Q) W h
6.8'f To Shore / E-iy CO O
O �11/ � �/ ` 0' � 4Z
o r 9 e �o SILT FENCE, TYP. // 0 F of Trust v 1 W"-+
G e ° IPF �I Laid�N/ily �ivin9 U� Z N
Is, s \ /S� M1- 0
Fa w
W a
e Goc me so� ,5 'I4 1ry d} W
sr
g,1��1 t ELJEN GSF ABSORPTION Z Z
f yam`e p0'`° // Tax Ip: AREA Fee TRENCHES. 3 TRENCHES
Sq• s AT 60 LF (180 LF TOTAL), �� w v
�90? q.4 Acre FIELD 'REA APPROXIMATELY ry W 1 a
Oec�•qb d• / \��/ 0• 0 L a
Jz
10' MIN. 27„ E 400
°�• .h� /I oyo @B 2213.36' STP ' i Z
NM,2 z as Z
o w/ ✓ M/H ; r
'f To Shore ° R m° / / ij (�1/ / •�w� r / / 2 PROPOSED BEDROOMS W
° / / ti° / o'c r ` r / IN UPPER LEVEL OF w a• W
voo N 'meg i /r,, i / • / 20 ^. GARAGE BUILDING QI P.4 ; F Z
PROJECT DESCRIPTION: ry'� r ary ^°� �' E H W � w
THIS PROJECT PROPOSES TO REPLACE THE EXISTING 4" BUILDING SEWER / p
CONVENTIONAL WASTEWATER SYSTEM (4 BEDROOM DESIGN) INLET FROM HOUSE o GO
WITH A NEW ELJEN GSF SYSTEM DESIGNED TO SERVE AN
EIGHT (8) BEDROOM CAPACITY. SEPTIC TANK CAPACITY / ` r .�ryN 4" PVC INLET FROM �?
WILL ALSO BE INCREASED BY ADDING A NEW 1000 GALLON / �� GARAGE. RELOCATE PIPING
TO SUPPLEMENT THE EXISTING 1500 GALLON TANK. �✓ TO AVOID FIELD AREA
* THE EXISTING ABSORPTION FIELD AREA IS AN EXISTING PURPORTED o�g AS SHOWN. <4 W Z a N ,
1500 GAL. SEPTIC TANK
APPROXIMATE 20' WIDE X 64' LONG AREA LOCATED JUST TO REMAIN IN USE. r),^ a ti� �ry m
DOWN GRADIENT OF THE GARAGE AND 20' FROM THED'^pc0 W o
DWELLING. BASED ON THE OCTOBER 2008 DESIGN THE FOR INLET PIPE TO PROPOSED NIF Of I.�C �in�� >-, a 3 0
FIELD CONSISTS OF FOUR (4) 'STONE AND PIPE' TRENCHES 1000 GAL SEPTIC TANK, CUT ari Goldberg, 10' Q' o
OF 60' LENGTH EACH. IT IS PROPOSED TO REMOVE THE AND CONNECT TO EXISTING stogy e K
EXISTING TRENCHES AND REPLACE THE FIELD AREA WITH SEPTIC TANK OUTLET PIPE W/ p' IRF s" o
GIRF w
AN ELJEN GEOTEXTILE SAND FILTER (GSF) SYSTEM PVC SDR-26/35 FITTINGS w in
CONSISTING OF THREE (3) LATERALS OF 60' EACH OR A /
TOTAL OF 180 LF. BASED OF THE EXISTING SOILS IN THIS / PROPOSED PRECAST
AREA (REPORTED IN THE 2008 DESIGN) A DESIGN FOR AN / PROPOSED PRECAST #1 D-BOX. SEE DETAIL v Iry i N
EIGHT (8) BEDROOM SYSTEM WOULD REQUIRE 180 LF* OF I 1000 GAL CONCRETE p • h O
ELJEN GSF. // [SEPTIC TANK. SEE DETAIL W O Z I
* REFER TO THE ELJEN CORPORATION NEW YORK STATE / F of ry p 'v U w� 3
DESIGN & INSTALLATION MANUAL, JUNE 2014 / ds NI reyo 'C It
0 - W
/ Lonoril , B 2
s
HEAVY DUTY MANHOLE FRAME
FINISH GRADE AND COVER BY SYRACUSE CASTINGS
OR EQUAL sET tO,CE (+o'raE3II,amT I x W
Ie uN —4
GENERAL NOTES: Q
ENLARGE PIPf 11C�C I�I� .ILII SII=III- ACCESS EXTENSION /- R 0^'
FROM 4'TO 6'AT ASPHALTIC y - J (MH GRADE RINGS) / 1. SlT LFIFi 91111 E PUlF➢A IeYN E e R./HILI M K St1TP[ID R.PRDDeOT.10 PR01LE Lir`'.1.K
SEAL yII= a —1 2REI AS PER T( B 8 S 51Va3ED ADCgNrz NSA ma smwrt s,ORALD AIO naTArz IAMI10ut1s a sm�6 LCKTrxAo6 AEA
5/X FEET OF TANK PRECAST TANK MANUFACTURER S v
INLET (AS REQUIRED) 1I i POSR IIA-E,33112- (1. WILI000.IYPCAD.T.faR IEE YE91 6•at 1!g x'd NW.NILAOOO.
- OUTLET G �rrtm;Y�EKr
_'ua M-). T M V P6SIS(19 P<SA>u EDGE 9uLL E IOYDI OEDIDOSE fA9K(GDIIX x1]0 Ea d(
31 MIN. __ �ff 1 SIT fFXE A4fl6B 1ltY KM1E t FT.EN a FT.1¢5T SP/Olf Ito IUY 0111KY MR MM IE91
<'PVC cv
6"BLDG SEWER -- IO7R0111•DOIf.90BIM MEAS A E PILIFLTm IMO KID m E EMOI®O D91L MYR FK r
BUILDING SEWER ip Il3 1F1OC 10A IOOm 9YVORf 10 Ae.YOT CQl/PSL LF�-1
FROM HOUSE ENLARGE PRECAST A• WATER;-5E.TT4M.'RI4K-7.,r i
OPENING TO ACCOMODATE F •� PARGE L TIE e00P1 ma OF AT RACE 94SL E NAMED A Ilislt OF 0'Elw�an,lla TE iFKE 9Ytl E -V2 #
6'PIPE. SEAL OPENING 2 4"MIN. INSIDE '° N3TNrm III,I TK Pf61S Olt TE wawfftll StE OF TIE rANGG
W/NON-SHRINK GA / FULLBITUMINOUS F O T SANITARY TEE .0. 1 6 WOIIY N10cNIL R➢PE IDiO,16 CpTR�Mrq RIMOii TO A RT IQ[L RIGD GI A SmPE NE /•I)
6'SANITARY INTERIOR o WITH EFFLUENT
TEE COAT ? FiL TER SUCH AS n sM1 Fj z
KOP 300M O BAFFLF�WITH PL-122 BY V a O I�1 jN Iw
OR EQUAL I 14'%18' MIN. POLriOK OR EQUAL IF•-r� W
Tan ¢ ,.RS•iOH Sv✓VSE YE91T9KIC) PLAN Y' Q ;•
kl ri r
6:1 DR RATffA 100 1 T. LEI
ALL JOINTS BELOW K..�YWO POSE 6 WAIN gWl•LE AEA f0,D.SMNL TLA'10 A SIT TDICE 914L LLT E1®x—1-1 Y`,
• 6" TO 12" LAYER D®N+ V r
LIQUID LEVEL TO BE ••: '•: ••.•.'I• Oa STEEL T OR V• f[IIL NM YAAIN PPPIO OF]•OI Oi a RET Mw 11E fE,CO No Nr.n OttV1 N lfE ,iEi/
WATERTIGHT AND PEA GRAVEL OR •SECTON PCST3(1 tC/n uW.T itlet 6 9EDf MOIDIt MD TOE 6 IL CNRNRACN OP WF11 RORNO N 11E F,AmI
LEAKAGE TESTED CRUSHED STONE E�
PRIOR TO BACKFlLUNG SECTION VIEW BEDDING LAYER T. YG93S3 SWYL E NSP¢TFD[VFR/4191M CNDLM MIS MFx Oa R11SNL OI 5 N1 ICE \ � �y I+
NIIN A 1x IILIN PLROD,M MEY DUEL PI101A'®AAMFALL YG91Rt 9YLL E C1FAIm AID ISPIA® I/1 U)
NOTE: 24'I.D.TAPERED AS REDIIED.
INLET INVERT IS 3' ABOVE PLUG(TOP.) RqW GEOR(M MI-) 6 Mort 9WLL E AOC.ID IMI ACP.AAAADOY RWCZ 01E-1IYT OF 11E EJ6,A,E IFLR.StbOrt W
ASPHALTIC (2"MIN.) (fora a,w(oR muu7 SWLL E o�®s As uaurtec lumen. Q
SEAL
MGHN 1YwE-ESN aENF24-C
(m uEc�'nr) w.,a GALE T/'► Z
INLET--o .t
OUTLET--o- saT e'oFEtnrc sm uD?coKuwuprt AaEA V 1
W(10'PREFENEO)
I 0 (SEE WSf/llA�1101N�N01OF3> I r `/
INSTALLATION NOTES: Lu
(EES y
B^fTLEeC BAFFLE NOT REQUIRED FOR , ®iCRxE F]JM NL I01FF SIOE91 ID E (E
•�� TANKS LESS THAN 10 FT.LENGTH fASIDm 9nASLY m iF10E PD613 FIIW wE
FS M eDAfY
I .p. � MO 10 Sm1LR. 111r,
PLAN VIEW
1NDE0 AIL SGp{ID. r
OUTSIDE —G,
E•I
TANK 512E MIN,LIQUID DEPTH'A'TANK DIMENSIONS'B"%'C" "O' "I" HEIGHT � ULtwO �. IIi(fOIVFE 9WL E fT,Si01em At AODM `�-
AIL 1l1TTIeLL ETIOIID 11101•eULES'CENIM N `
1000 GA5'-06'- " . o TIE 9LT iF1FE F- ' '- ' '- " 6
4'-6" 10'-0 15
S 250 GAL - " " - - r
Po551B E Io
SEPTIC TANK u2W HEAVY DUTY SEPTIC TANTO IXGYAf aEKN.MR SRT FR E FBRK L W v
NOT TO SCALE UTOPIA OR EQUAL NL%+LMn+/Lourtcr mGY.Tm Mxm
SECTION �I W Q a
SILT FENCE DETAIL (SILT FENCE - TEMPORARY) (Cdr' 'j� d a
GRADE NOT TO SCALE 1� �-1 j Z
NOTE: ( ��+rQy-�1 �'10-
ASPHALTIC
Q
I. PIPE JOINTS RI BE SEALED WITH E-1 F-: .••I F 722333
ASPHALTIC MATERIALS OR EQUIVALENT. z �!kZ
12• MIN REMOVABLE COVER W
2. INVERT ELEVATIONS OF ALL I
OUTLET PIPES MUST BE EOUAL. I'�3' 7' w W J
'•� - 1 t 1�. J. THE SLOPE OF OUTLET PIPES ._ v N
t ANDWTHE DISTRIBUTOR ULATERALLS r, W 2Iw In
'3 BAFFLE SHOULD BE I/8' PER FOOT. EXISTING GRADE w a �J
W V
INVERT % U CDS W ` Z 0
INLET 2"M/N ELEV.
O O O CONTRACTOR TO USE SPEED LEVELERS REFER TO ELAN
,� ouTLET AS SUPPLIED BY FORT MILLER TO GSF DETAIL
O H� 1ij
EQUALIZE FLOW. I 18' 1 Q W W t�
3' MIN SEPARATION W Z O
TO LEDGE OR SEASONAL 0 Z
12• MIN HIGH GROUNDWATER 1�
CLEAN SAND OR PEA GRAVEL H [~ W w ii W
-O1 DISTRIBUTION BOX
-NOT TO SCALE ELJEN TRENCH WASTEWATER SECTION 0
NOT TO SCALE
LL
T
TO✓QIQI(PANE H1 QLo
C N
00
BASIS OF DESIGN: WASTEWATER SYSTEM
D1O61LL FILL SYSTEMS STANDARD NOTES:
4'fM PFISDPAlEO PPE (mMFS.POO6 m E POOLED) O � r
IIXTS e e T O'CLOIX 11Y-1Y A/N THOS£CASES WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION AND SOIL PERCOLATION AS PROVIDED FOR IN LUXry
(OVER THE APPENDIX INDICATE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION.A RLL REGULATORY AUTHORITY - TOWN OF QUEENSBURY Uq
/-1 3 0
SYSTEM MAY BE UTIUZm PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL
NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TU THE ADMINISTRATIVE IL
TWILNO 31WP3 PROVISIONS OF THIS ORDINANCE FLOWRATE - 8 BEDROOM ®110 GALLONS/BEDROOM/DAY = 880 GPD
j B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WTH THE FOLLOWING SPECIFICATIONS
T• 1) THERE MUST BE AT LEAST TWD(2)FEET OF NATURALLY OCCURRING SOIL(THREE(J)FEET w7m 1000 FT OF LAKE SEPTIC TANK CAPACITY - 8 BEDROOM SYSTEM - 2250 GALLONS 0
DJEN CSF IAAF GEORGE)OVER AN IMPERVIOUS LAYER. WED
CONCRETE WO 2) THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN(1)) ADD IN SERIES A NEW 1000 GALLON PRECAST CONCRETE w,
N
PERCENT
J) WHEN PLACING FILL ON TDP OF EXISTING dRAOE ORGANIC DEBRIS INCLUDING LEA('E$ROOM AND OTHER PLANT SEPTIC TANK TO FOLLOW THE EXISTING 1500 GALLON SEPTIC
FORM$ LL SHABE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOB.PLOWED OR SCARIFIED. TANK FOR A TOTAL OF 2500 GALLONS.
4'-D' 4) THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND.OR WELL GRADED LOAMY SANDY GRAVELS AND
SHOULD CONTAIN A MAXIMUM OF TWELVE(12)PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO
>6• e•WM Y lmI SOLID O9.ECT LARGER THAN THREE(J)INCITES IN DIAMETER AND THE FILL SHALL BE ALLOWED TD STABILIZE ABSORPTION FIELD - ELJEN GSF SYSTEM - 8 BEDROOM (880 GPD)
NATURALLY FOR AT LEAST SIX(6)MONTHS OR BE MECHANICALLY COMPACTED. O I
Y m DPERVIDYS STRATA./EOROM M 6) SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE(J)FEET BETNEEN ANY TRENCH BOTTTMH AND
SEASONAL WIGI GRD..MATLR MAXIMUM HIGH SEASONAL GROUNDWATER. THIS SEPARATION MUST BE THREE(J)FEET WITHIN 1000 FEET OF LAKE GEORGEBASED ON AN APPLICATION RATE OF 1.0 GPD/SF AND A 880 Lij N
6) ONLYASSRPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS GPD FLOWRATE THE REQUIRED MINIMUM LINEAR FEET PER Q )
7) A CHANNEL OR LENGTH
TODI SYSTEM SHALL D PLACED ABOUT THE FILL SYSTEM IN THE UP-SLOPE DIRECTION AND OF SYSTEM IS 180 LF USING ELJEN GSF. THE PROPOSED 0 Z
SUFFICIENT LENGTH DIVERS DIVERT TEM SHE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM.
ELJEN GSF CROSS SECTION B) THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE ABSORPTION FIELD WILL CONSIST OF THREE (3) 60 LF LATERALS =
Lj
RUNOFF,AND SEEDED.
NOT TO SCALE B) SDE SLOPES OF THE FILL SHALL BE STONED RL A SLOPE NOT STEEPER THAN ONE(1)VERTICAL ON THREE(J) FOR A TOTAL OF 180 LF. N
HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEER.
�j mm"
6
Pipeline Specialists JOB:
P SHEET
NO.: OF
CALCULATED
^ BY: DATE:
Everett J. Prescott, Inc.
SCALE:
295.19-2-10 SEP-000125-2017 tr rin
Janice Dietrich
1 Owen Avenue FILE C
Residential Septic Alteration �PY
'C
EC E 0 W Ep
MAR 2 0 2017
TOWN OF QUEENSBURY
TGVVN OF QUE4N� A� D�n^� BUILDINGBCODES _
BUiLDING & CReviewed QDate: y �� I JQn
r�
0
# I pwe r �lv2
&4AC a�
SEPTIC PLOT PLAN
I HAVE SEEN ON OBSERVED ALL OBJECTS
SUCH AS HOUSES LS, TREES, FENCES, ETC
SHONIN TH UNENT,I HAVE PERSONALLY
ME E SET FORTH ON TIS A M. 7
51 EDATE V,/