1.6 1.6
WASTEWATER\Set PI FSeraa—System Components—Absorption Bed Field to Lane Well—In APA-11-7-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF SHARON SERINI
RESOLUTION NO.: ,2022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal
Ordinance, and
WHEREAS, Sharon Serini has applied to the Local Board of Health for variances from
Chapter 136 to install a new on-site wastewater treatment system with its components proposed to be
located as follows:
1. Wastewater absorption field to be 91' from the neighboring well in lieu of the required
100' setback;
2. Wastewater absorption field to be 2' from the east property line in lieu of the required
10' setback; and
3. Wastewater absorption field to be 2' from the south property line in lieu of the required
10' setback;
on vacant property located on a Private Road 41 off of Cleverdale Road in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, November 21', 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Sharon Serini's sewage disposal variance application concerning property
located on vacant property located on a Private Road 41 off of Cleverdale Road in the Town of
Queensbury(Tax Map No.: 240.9-1-4) and at that time all interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500 feet of the property as required by law.
Duly adopted this 7t'day of November, 2022,by the following vote:
AYES
NOES
ABSENT:
`
� SEPTIC VARIANCE
Permit#:
APPLICATION Permit Fee:$
Invoice
Submittal: 1 (one) original &8 copies of the completed application pa
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL RECEIVED
Contact Information:
Property Owner(s)- Sharon Serini Owner's Agent: Environmental Design Partnershi T
Address: 177Chapel Hill Road Address: 900 FiOUte 146 Clifton Park
Highland NY 12528 NY12OG5
@45'234'11O4 510-371'7621x184
Phone#. Phone#:
Email: GG8MOi68hv8OrD'corn Email: nzeg|onCa)adp!p.00m/udemyar@adp||p.cum
Section 2:
Site Information:
Private Flo8d1 24O8 1 4
Site Address: Tau|0#� ' ' -
Directions to Site: From SL turn onto C|evercia|g Rd. First Left onto Private Road#1'vacant property along the lake.
Section 3:
Distance from well on property to septic system 8 N/A(if et
Section 4:
|sit possible to install a conforming septic system on this property? FlYes KNo
If YES, please explain and attach adiagram:
Section 5:
Does the proposed system meet setback requirements for distance from xve||a&septic systems on neighboring
properties? Dyes FN�No |f NO,please explain: Neighboring well o1'va the 1oo',evu/mo
Section 6:
|s the proposed system tobe installed under a parking area? [—lYes FdjNo
Section 7:
Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leaching system will be 89-ft.
from well in lieu of required 1OOft,) v-';nnm�n��Ab,mnu�r�mm �
m�� bu�wnm/'91'os0ouxzEDvuzoo1onusAnau�
' Va:Wastewater Absorption Field m East 'z REQUESTED vo zea1nREQUIRED
V-3:Wastewater Absorption Field to South Property Line-T REQUESTED VS THE 10'REQUIRED
Septic Variance Application .
Section 8:
List the names,parcel addresses,and tax map numbers of all adjoining property owners, You may obtain this
Information from the Town of Queensbury's Assessor's Office:
North Name Peter lwanyckyj
Address 17 Cleverdale Road
Tax,Map ID 240.9-1-5
South Name Michael Serini
Address Cleverdale Off Rd
Tax Map ID 240.9-1-16.12
Name Evan & Morgan Stritsman
North Address Private Road #1 (Cleverdale Off Rd)
Tax Map ID 240.9-1-6
West Name
Address
Tax Map ID
Section 9:
OWNER STATEMENT
I/Wed hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
I/We realize that putting the well,septic tank or leaching system less than the required 106 feet
from the may increase the risk of pollution.
Owner—Print Name: oe) C&R(A/
Owner—Signature: "f Date:
Section 10:
NEIGHROR OR TENANT RELEASE ST ATEMENT applicable)
1a11
IAqe do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
240.9-1-4 I/We realize that putting the well,septic tank or leaching system less than the required 10c' feet
from the Well may increase the risk of pollution.
Neighbor/Tenant—Print Name: Evan StritsinA,
Neighbor/Tenant-Signature: Date: 10/31/2022
septic Variance Application Revised December 2021
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. A location map showing the site within the Town of Queensbury
2. A plot plan showing existing and proposed features of the property, including:
a. Lot dimensions
b. North arrow and scale: 1 inch=40 feet
C. Location & dimensions of existing and proposed buildings, showing setback distances and
uses
d. Parking layout to scale (if applicable)
e. Physical features (street, steep slopes, lakes,wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500 feet
A sample plot plan and location are shown below:
k4f
I 04'"n IN M
tan
It=-1,41
W4
WMINFUD
Septic Variance Application Revised December 2021
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits,other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using anAgent:
Owner's Name: "ha P ,t(+C0 2- �ckc_m
Designates: Environm ntal Design Partnership as agent regarding the Septic Variance for Serini Residence
Site Address: Private Road #1
Tax Map#: 240.9-1-4
Engineering Fee Disclosure:Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage,etc.as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note:Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application,and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer,the handwritten
minutes shall be deemed the official record.
I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME:
sw6aj)l OWNER—SIGNATURE: A d� DATE: 2
AGENT—PRINT NAME: Nick Zeglen
AGENT—SIGNATURE: ,,;- DATE: 10/20/22
Septic Variance Application Revised December 2021
I
E
srte. DRILLED WELL
O�
•LOCATION �' Q _.. o 0
l3 d N
V W N
_ — 61 O
0 N
D' u
SITE LOCATION MAP LANDS N/F OF \ 1 `\ �� 6 w q
PETER IWANYGKYJ \ \\ . ' �' O a m
BOOK 1240 OF DEEDS AT PAGE 80 \ \ Q O0 Z
TAX MAP SBL//240.9-1-5 \ �. LE 2OO
LAKE WATER SUPPLY _3A)�./-i 3Js 1-......"",\ \�, �\�•,`� Q UJ 1- c
CL
Li >
VACAM LOT W a
cp `1 3
sae 01
.34 0� p,3e— LL ae 3 ti
Sg9 w' e Uw.D w rn
I( l 0 5 60;00 ..,..__TP OTHER LAND Sr OF r` s0 a4 Q OmZ a
\ 1 ��-TAI�
�1CHAEL SE�1Nl 2iVp / �� / W Z o z}
�SN�iRON%'SERINI.' O` //r� U) w Z
0�{ p'EAT AGE 85 1 / W O 0 MAP SBL#�4\.9-j L16.72 % 0 Q d T
\/
�� s � DRILLED WELL Lfl 1 ' i V, U OF ¢
O A '� / �,Qn \ RECORD OF WORK DATE BY
`J VACANT LOT --.,,JJe _._._.._ - c
\ "-- \ ryh N SUOMOTAL TO TOWN BOH 10/27/22 CO i
SOILS ANALYSIS - TEST PIT AND INFILTRATION ,. �z ��,` ��M ^J, Cj -----.... i TEST DATA _---__
SOIL TEST PITS WERE PERFORMED BY THE ENVIRONMENTAL �...,_
DESIGN PARTNERSHIP ON AUGUST 5,2021.THE RESULTS WERE �r /1/ ------ -------- o
AS FOLLOWS:
6 SCALE:0- 8" DARK BROWN SANDY TOPSOIL y \\�/ \ \ //•r.-.� yAR SE76AOK 6`z ^�� _ ��I d
6"-24" LIGHT BROWN FINE SAND SOME SILT - I y
24"-48" BROWN SANDY LOAM SLOE Off'
48" L 60" BROWN/GREY SILTY CLAY �� y" f 69•
MOTTLING OBSERVED AT 50' - c �I`c _ ' `" \ �`"`�. N SHEET TITLE:
0-6" DARK BROWN SANDY TOPSOIL GRAPHIC SCALE L~- EXISTING w
6"-30' LIGHT BROWN FINE SAND SOME SILT
30"-52" BROWN SANDY LOAM �,7t+' / �� CONDITIONS
NO SIGNS OF SEASONAL HIGH GROUNDWATER ,\\~\w'
STABILIZED RATE 4 MINUTES PER INCH AT 20"BELOW GRADE - ��JeJ J�\,\(\,\( /+ "^IVg930 25 20 15 10 5 0 15 30 120 SHEET NO.
��,'�~ (IN FEET) 1 of 4 3
1 INCH = 30 FT.
o'
WASTEWATER SYSTEM - BASIS OF DESIGN E
RECUT TORY A(L'LKORITY. TOWN OF DUEENSBURY
Q 5{CN CTANDAROS NEW PORK STATE DEPARTMENT OF HEAL IN()ONYCRR APPENDIX]5-A), ® t /169iGK1NSCN)
WASTEWATER TREATMENT STANDARDS INDIVIDUAL HOUSEHOLD SYSTEM, i \ -�� `- \ W
TOWN OF QUEENSBURY ORDINANCE-CHAPTER 136, SEWERS AND SEWAGE DISPOSAL-PART
1, ON-SITE SEWAGE DISPOSAL SYSTEMS
egQ, QT_.QE'��RIP�(T gL.�. THE PROPOSED WASTEWATER SYSTEM TO SERVE A PROPOSED THREE
(3)BEDROOM RESIDENCE SHALL CONSIST OF A 7,250 GALLON PRECAST CONCRETE SEPTIC
TANK,AND EFFLUENT TO FLOW BY GRAVITY TO A DISTRIBUTION BOX THEN TO THREE EL✓EN
GSF TRENCHES. WATER FOR THE PROPERTY WILL BE VIA A PROPOSED DRILLED WELL ON THEul
NEIGHBORING SERINI PARCEL AND A UTILITY EASEMENT TO BE GRANTED. WELL WILL BE 1 J ,.W o
PLACED OUTSIDE OF 100'OF THE PROPOSED SYSTEM. 1 A i J_ \ / Z U".V �
PRO✓F'CTED FLOWRpJE. BASED ON A THREE(3)BEDROOM COUNT AND NYS DOH STANDARDS , \ ..+-" 0�/ o
FOR POST 1991 WATER SAVING FIXTURES®110 GALLONS PER DAY PER BEDROOM, THE " `\ .p.N
SHOULD HOUSEHOLD FIXTURES NOT
AVERAGE DAILY FLOW(ADF)IS 300 GALLONS. BE OF THE' ^ I, \ "'�140 Q
'LOW FLOW'TYPE MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE REPLACED AS
NEEDED, THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER(NOR IS ONE ,- LANDS N/F OF
RECOMMENDED)OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE
DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. PETER I WAN YCKYJ �• p Y ,��.C /Ill%"...m'N
BOOK 1240 OPI DEEDS AT PAGE 80 / N
A@SORP 110N FIELD SYSTEM THE ABSORPTION SYSTEM IS DESIGNED AS A TYPICAL EL✓EN TAX MAP SBL#240.9-1-5 N rn
GSF TRENCH SYSTEM WITH THREE(3)LATERALS AT 24 LF EACH, 72 LF TOTAL. THE `-O
LATERALS TO CONSIST OF 6 ELJEN GSF MODULES EACH, 16 MODULES TOTAL.EFFLUENT WILL v- I / m N a
EXIT THE ETV AND FLOW BY GRAWFY TO A DISTRIBUTION BOX. FILL SOILS(QUEENSBURY RED i �� - / 0 p U
GIRD SHALL BE IMPORTED TO CREATE A SUITABLE SOIL TRANSITION To THE NATIVE SOIL. / / N N¢
ASTM C33 SAND TO BE USED IN REQUIRED AREAS,CONTRACTOR TO PROVIDE ENGINEER WITH /
SPECIFICATIONS FROM PIT PRIOR TO CONSTRUCTION. _ WASTEWATER ABSORPTION n/ 6 Z
CO. �,�'" \16G' / ^',.�-__339_ ``"SYSTEM, THREE TRENCHES WITH / LL Z m m
SIX C6) ELJEN GSF MODULES \ \ O L U v,
. ':"' EACH, 18 TOTAL MODULES
\ PROPOSED 3 BEDROOM _ -� -- �' a': \\ I'�' U J
\ HOUSE, SLAB ON GRADE \ _ s4D /.�' ,*,'\ �U 3
% \_ '_.- ,,,,- �„_, :,ice•:`.::.'.'.'.'.'.'.'.'.':.'�':....'t0..... '`.., z � 3
_'_3 .'.'.".'.'.'.\:.'.'.'.'.'.'.�..
\ �33T- :.'.'...':.'.':.-�,^�." \ WATER SERVICE '\o U
% `''e IPF - \ ......,",.•.' / LINE
% 3 \,(1.a't soDTH _ .rs>...l"r \ �\ of Z tl
zo" .GQ..WI.'�-� J.r2`. \ s\ �f ..'I \ j/ \ Q / Lu L� a
BASSWOOD c�$9 p5 31 / �,I \ �- W >
\ 1\\ C 4 Q
TIMBER ryry1 IRF
(ON--LINE)aMAPLE 20 ��\ \ W
ry I
"7 Z t HEM HEM - 00 W
� �
"} \\"`-...�\I l\\ �O VJ
J 1 P0- O W
MEAN HIGH WATER •_\ n BIRCH 1„_ ++_�,-33r - ,/
= 320.20' I 1 `"-iy 1 \""� \ \ \ •\ _ _ ... - 0 Z
s J
N 1+1_ - 15•• + =S 3J6—._.__. i o /X\ y '`�"`�,�_ i In a
HE HM HEM 1 'i _ 12.. W QZF o_ /b/ M/ ( ' \\\ ^�.'� Z ci W Z/
HEMI ,`' \ PRECAST CONCRETE lO ,�` - W U O
ll m\ OTHER LANDS/OF DISTRIBUTION BOX I \ �_ ¢LL
o
\UI
2<" EM ICHAEL SERI 0
IVf AND / 4 Ir 0 Z
ml ty HE W "" H i SERINI \\ z U
n/
W
Q7 SHARON
, \ OK 6483 OF DEEDS' AT PAGE 85,/ ", LL. W�$
6.34' E 4" PVC SDR 26/35 BUILDING TAX MAP SBL#240,t9-1-16.12 \\ U ¢
fPF\ SEWER 0{"/FT. MIN SLOPE /NEW WELL TO BE
(ON-LINE)\ \ DRILLED ON TAX MAP \\ RECORD_OF WORK DATE BY
5•� \ \ \,j/ ID# 240.9-1-16.12 _SUBMITTAL TO TOWN BOH 10/27/22 co v
r \1,250 GALLON PRECAST I \ (r -
CONCRETE SEPTIC TANK \
n I� 4" PVC SDR 26/35 EFFLUENT
N SEWER ®J"/FT. MIN SLOPE
\ \ SCALE: - 1 °>
SHEET TITLE:
GRAPHIC SCALE WASTEWATER .
_ PLAN
1
w
40 ao 1 SHEET N0.
(IN FEET)
1 INCH = 20 FT. o 4 a
VARIANCE REQUEST.• E
THE PROPOSED WASTEWATER SYSTEM FOR THE RELIEF
RESIDENCE IS A NONCONFORMING SYSTEM CIRF
WITH
TH RELIEF REQUIRED TO PROPERTY LINES AND RELIEF REQUIRED TO A NEIGHBORING WELL.
V 1: ABSORPTION BED TO NEIGHBORING WELL-91'REQUESTED VS THE 100'REQUIRED
V-2:A85ORPRON BED TO PROPERTY LINE-2'REQUESTED VS R!E f0'REQUIRED 1 `\ 7 I \ "'.,�\`
V-3: ABSORPTION BED TO PROPERTY LINE-2'REQUESTED VS ME]O'REQUIRED
<1,T \z 6
V-1:ABSORPTION FIELD
' TO EXISTING WELL /1 \LLI o �`
..A 91' IN LIEU OF 100'
40
LANDS N/F OF
PETER IWANYCKYJ Tr o C ilu m"n
BOOK 1240 OF DEEDS AT PAGE-8 er N
TAX MAP SBL#240.9-1-5 W .-0 3,
\ ✓,.
LAKE WATER SUPPLY 97 N a
\ E0W / �j6o•O /J yy \ \ \ I.L Z m
/nf' � 100' WETLAND SETBACK W a U"/I
100' WELL SETBACK \ --"/"_ - ,.�� .....,,.:r�^,.. \..... �.'. \ u- `T U
.`::.ti'.'.'.'.' .... / Y'•4 \ Z y22 O a
100' MHW SETBACK T
LLI
V-2: ABSORPTION FIELD J d TO PROPERTY LINE J
2' IN LIEU OF
soU20" lrl� \\_"`-.rsy \ / i `.,` 1\ LL L i G ?r
BASSWOOD 58g•o✓,�"" " /\.I `\ UJ
100' WELL SETBACK f— W
,WWII �,..�
\ ry
tIMeEF IRE 18" PQ LAR ' \ 28'
1 ',�!V SON-LINE) MAPLE ui U)
`O 15" II` HEM
/\ Rpq O W
MEAN HIGH WATER „- / _"'�"
320.20' II FA'l 1tli ~ \ `mil / _ 2• ,/ .. ._.-'--__-- - LL m W 3
Z
}/EM 12" 12' HEM I 1 / cam! `\" �I N}
/ \ w �WIZ-o/
6"1 \' ` // V-3: ABSORPTION FIELD W j
NE'N OTHER LANDS DF TO PROPERTY LINE \ Q d(U O
/ 2' IN LIEU OF 10' \,9 t5 yt a 6 LL l0'&15 ' T
2q" EM MICHAEL SERINI AND e Ir o w N
m SHARON SERIN! n0n/ UJ W z cc I
a�i 'q.'091N - e W - �OK 6483 OF DEE65 AT PAGF_ 85,1 �\ LL W'S Q
SS$9•'3 x\,\HE" TAX MAP SBL#246,9-1-16.12,� / �\ (L U 0 ¢
\(ON LINE) \ L NEW WELL TO BE DRILLED, ON TAX \ RECORD OF WORK DATE BY E
y MAP ID 240.9-1-16.12, SEPARATION
_
5'.✓ \ SUBMRTAI TO TOWN BON f0I2TI22 CD L
i / \ TO BE GREATER THAN 100' TO ALL � ------------------ ti
WASTEWATER SYSTEMS. WATER SUPPLY
i
LINE TO BE WITHIN A 15' WIDE UTILITY ____________________ a
-. II EASEMENT FOR WATER AND ELECTRIC. ( $
N
SCALE: If f
�I L
SHEET TITLE:
7'' \ Z
GRAPHIC SCALE WASTEWATER
I 1vARIANCE PLAN
z
W
/\ \\ 20 15 10 5 0 20 ao eo I SHEET N0
. �
/ 1 INCIH =20 FT. 3 Of 4 ?
FINISHED GRADE 24"TAPERED HOLE&
12"MIN PLUG(TYPICAL) I Z o
. � a
Te71Y5: (N \ to'a.A 1 1 a.
REMOVABLE i rve.uwra ro ae sA,m xm Asnvnc w'mwx ll}
cove mro.ar, p1 a � o��t>>1
Q z\.
o z RAT
BAFFLE uio mac mnmuloR um.Rs swn s 1ro'cm tom. 12110 CAL.
INVERT ELEV. A. us Mwms is ssn.m er mxt O '-3'
I-2 MIN-
.L 3• O / THE SLOPE qF TiE INLET Z L'
., ro
Z
.. ., TREES
.. .'.....:..°.. .... 1_/ C TPNK TO B Yy P
PIPE BETWEEN THE
RESIDENTIAL UNR AND
SEPIi E `
5
L 2 O /
12"IN
/"ZPRECAST DISTRIBUTION BOX
Nor TO..GnLE ( D 2' N
rn
N N "6
D
uDu10 o
LEVEL N N ¢
(� ILI
c
PERFORATED Z GO L
PVC m
ASTAI C33 HIGH DENSITY POLYETHYLENE O O`n
--� 48" �-- SAND PIPE SEALS PROVIDED AT ALL PIPE ''11
DISIBISURON - L-L CONNECTIONS SHOWN. I.L ¢0 J
� D
DOA(SEE 0
Z 3
DUAL) _ & Q W 3
F �
CONCRETE: 4000PS1 SIZE
d
ftEINFO
RCEMENf: Iu"TA1 A6/5-GRADE 60 512E WEIGHTS,LBS ^fumt II— 6" ASM A7 BS-GRADE 6S GALLONS TOP SLAB ABOTTOM TOTAL LL U N
DISTRIBUTION ERNAT_ATSR AS�M CB 0 1250 2660 8820 11,480 q
LATERALS SEE PUN —FOR ORIENTATION
AND QUANTITY a -INCLUDES BAFFLE LL Z d
ui
4---LENGTH AND MODULE QTY AS PER SYSTEM DESIGN—� O PRECAST CONCRETE SEPTIC TANK I— W ?
l 1TYPICAAL ELJEN TRENCH SYSTEM N W C�
N
lYASTEWATFR ABCORP TiON F1F+n nFc1rA1 V/ 3 CAl y AT/OA( • x
THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE WITH 0 W
NYSDOH APPENDIX 25A AS FOLLOWS } _
DESIGN PERCOLATION RATE-1-5 MIN/IN
TOTAL BEDROOM COUNT=3 LLLL LL m
FNAL GRADE DESIGN FLOW= 110/GAL/DAY/BR Q O Ql Z
TOP SOIL 110 X 3-330 GAL/DAY Tn
__ �T APPLICATION RATE-1.2 GAL/DAY/SF W (]Z I
4"CIA PERFORA7EU PIPE -- $UTIABLE SAND BACKMLL REQUIRED ELJEN TRENCH LENGTH-60 LF Z Q'W Z i
(COBBLES ROCKS TO BE REMOVED) REQUIRED ELJEN GSF MODULES= 15 MODULFS 0 W W D O
HOLES 5&7 O'CLOCK DESIGNED ELJEN TRENCHES=3 X 24'- 22 LF J O G
CEO-TEATILE COVER _ DESIGNED EL✓£N CSF MODULES=3 X 6= IB MODULES O QO d O
O aO W OO BANDING STRIPS FILLSTANDARD NOTES: W 0 u�l
/ A IN TH15 NA
TLIGCSE WHERE 1E5T5 FOR HIGH CftOUNOWATER DETERMINATION.OR SOIL PERCOLATION 7E515 PROVE THAT THE QUAKY AND DDONSEPTH Of � -+O yq U
EWEN GSF UNIT 01, OILMIT. NPI�APPROVAL OEFLL SYSTEM I N�RBE GRANTED UNTIL THE FILL ISLINEPIACE ANDD THEESYST M EVALUATEDFlRDING�TO O y ¢THE ADMINISTRATIVE PROVISIONS OF THIS ORDINANCE RECORD OF WORK DATE BY
B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:
STM C33 CONCRETE SPNtl SUBMITTAL TO TOWN BUT 10/27/22 CO i.
1, THERE MUST BE AT LEAST TWO(2)FEET OF NATURALLY OCCURRING SOIL(THREE(3)FEET WITHIN 100 FT OF LAKE GEORGE)OVER AN y/ IMPERVIOUS LAYER. —"""--""---:TO
/
2. THE MAXIMUM ALLOWABLE EX STING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN(10)PERCENT.
3. WHEN PLACING FILL ON TOP OF EXISTING GRADE ORGANIC DEBRIS.INCLUDING LEAVES,ROM,AND OTHER PLANT FORMS,SHALL BE D 6"MIN. REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFIED. ----- --- - m
4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SANG,OR WELL GRADED LOAMY SANDY GRAVELS,AND SHOULD CONTAIN A O
_ MAAIMUM OF 7WF1VE(12)PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO SOLID OBJECT LARGER THAN THREE(3) -
_ K. INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT LEAST SIX(6)MONTHS OR BE MECHANICALLY m
COMPACTED.POO RATE IN-SIN FILL MATERIAL SHALL BE 1-5 MINUTES PER INCH. SCREE: i+
NOHtiS, L -4' — 5. SEMON NL FILL MUST 8E INSTALLED AT ENSURE A MINIMUM OF THREE(3)FEET BETWEEN ANY TRENCH BOTTOM AND NA%IMUM HIGH j
SEASONAL GROUNDWATER.THIS SEPARATION MUST BE THREE(3)FEET WITHIN 100 FEET OF LAKE GEORGE N.T.S. .a
I. CONTRACTOR TO PROVIDE DOCUMENTATION 8. ONLY ABSORPTION FIELDS SNAIL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS
FROM SAND SUPPLIER TO CONFIRM 3'TO IMPERVIOUS STRATA,BEDROCK,OR T. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE UP-SLOPE DIRECTION AND OF SUFFICIENT LENGTH
—IL TO OVER
SURFACE AND SHEET WATER RUN OFF AROUND THE
FILL SYSTEM. SHEET TITLE: rY
COMPEWENC3GSF�CROSS SECTION GROUNDWATER t -__ 8. THE TOP OF THE FILL OVER THE LEAC RAD FPTO A SHALL BE CROWNED OR SLOPED TO ALLOW N.ITURAL SURFACE RUNOFF,AND SEEDED. c �/L/
N 9. SIDE S APES OF THE FILL SHALL 8E GRADED O A SLOPE NOT STEEPER THAN ONE(1)VERTICA ON THREE(3)HORIZONGL UNLESS T//AUTI_V VATI<I� Z
RETAINED TR A STONEWALL
E ORDERED
BY ENGINEER WASTEWATER v'
/^1 10. THE CON1RACTOR SNAL.IDENTIFY THE SOURCE PR FOR THE FILL SOILS SO THAT THE ENGINEER CW PERFORM IN-SIN PERCOIARON LJ i TESTS(2 MIN,)TO CONFIRM THE COMPLIANCE OF THE FILL SOIL N1 TESTING SHALL BE COMPLETED AND THE ENGINEER SHALL ISSUE A DETAILS
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NOT To 5�nt6 MINTERS/NCHLETTER OF GO RAICECE BEFORE ANY SOIL IS BROUGHT TO THE SITE.THE PERCOLATION RATE OF THE FILL SOILS SHAI-L BE IN THE 1 TO 5
11. THE CONCRETE SAID USED IN THE INSTALLATION OF THE ELJEN GSF ABSORPTION FIELDS SHALL BE DRAWN FROM A PIT THAT WILL SHEET N0. w
PROVIDE A LETTER CERTIFYING THAT THE SAND MEETS THE SPECIFICATIONS MR THE REQUIRED ASTM C33 CONCRETE SAND. Of W
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