1.1 1.1
WASTEWATER-SEWER\APPROVE\.Stntsman-Replacement Additional Variance—Absorption Field to Lake George InAPA-5-2-2022
RESOLUTION APPROVING MORGAN STRITSMAN'S APPLICATION
FOR SANITARY SEWAGE DISPOSAL VARIANCE
RESOLUTION NO.: 12022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, by Resolution No.: BOH 80,2021, the Queensbury Town Board as the Town's
Local Board of Health approved the application of Morgan Stritsman (Applicant) for variances from
the Town of Queensbury On-Site Sewage Disposal Ordinance Chapter 136 for installation of a
replacement wastewater system with certain of its components to be located as follows:
1. Wastewater Absorption Field to be 71' from the well instead of the required 100'
setback;
2. Enhanced Treatment Unit to be 4' from the foundation instead of the required 10'
setback;
3. Pump Tank to be 3' from the foundation instead of the required 10' setback;
4. Wastewater Absorption Field to be 11' from the foundation instead of the required 20'
setback; and
5. Wastewater Absorption Field to be 7' from the property line instead of the required 10'
setback;
on property located at 19 Private Road 41 off of Cleverdale Road in the Town of Queensbury and
bearing Tax Map No: 240.9-1-6, and
WHEREAS, the Applicant advised that when Applicant's contractor was on site to begin
construction and during the preliminary stake-out, it was determined that the proposed system requires
an additional variance and therefore the Applicant applied for an additional variance from Chapter 136
to install the Wastewater Absorption Field 84' from Lake George instead of the required 100' setback,
and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance request on Monday, May 2nd, 2022, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW, THEREFORE, BE IT
RESOLVED,that
1. due to the nature of the variance, the Local Board of Health determines that the
variance would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variance is necessary for the
reasonable use of the land and is the minimum variance which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicant; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Morgan
Stritsman for a variance from the Town's On-Site Sewage Disposal Ordinance to install the
Wastewater Absorption Field 84' from Lake George instead of the required 100' setback on property
located at 19 Private Road 41 off of Cleverdale Road in the Town of Queensbury and bearing Tax
Map No: 240.9-1-6, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice
to the Adirondack Park Agency and shall be subject to any lawful action by the Adirondack Park
Agency during such period.
Duly adopted this 2nd day of May, 2022,by the following vote:
AYES
NOES
ABSENT:
PROPOSED WASTEWATER IMPROVEMENTS FOR THE "~ �u
STRINSMAN RESIDENCE ME L
,�,
APPLICANT: W
ME LaGAnON, MORGAN STRITSMAN
WAKE GEORGE Q" .-
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19 PRIVATE ROAD #1 `
TOWN OF QUEENSBURY m N
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SHEET NO. DRAWING TITLE p woo
CS-1 COVER SHEET ° >O W N
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S-2 EXISTING CONDITIONS U) a�Q
a mod ro
X S-3 WASTEWATER PLAN REVISION DATE or
X S-4 WASTEWATER DETAILS SUBMITTAL TO TOWN 10/25/21 GO
X S-5 ENHANCED TREATMENT DETAILS [MIT
EOTONORWECOM01/06/22NZ
PLANS TO TOWN 04/06/22 NZ E
EO TO TOWN FOR 4/12/22 NZ-111
y
SCALE:
TOWN OF QUEENSBURY N.T.S.
SHEET TITLE:
COVERSHEET z
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SHEET N0. it
CS-1
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NEIGHBORING M t / (n /1 p W
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WATER SUPPLY LLI O
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EXISTING 5 w
BEDROOM I-LOUSE
` Sa, W a
ALO LAKE SHORELINE--// Q` EO ``_ O 6
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CHA LI F CE
LAKE �1 I_ °a W}
GEORGE K \ < w 1r�� OW D
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NEIGHBOR NEIGHBOR o O E z w
HOUSE GARAGE w a.O Q FL
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$OILS ANALYSIS - TEST PIT AND PERCOLATION ALO EXISTING WASTEWATER SYSTEM � REVISION DATE BY D
TEST DATA suBmnTAL TO TOWN 10/25/21 GO 7
SOIL TEST PITS WERE PERFORMED BY THE ENVIRONMENTAL ,\ VEIASED 70 NORWECO EN Di/06/22 NZ
DESIGN PARTNERSHIP ON OCTOBER 5, 2021 THE RESULTSWERE AS FOLLOWS: ` NEIGHBORING PARCEL: LAKE PROPANE TANK MN PUNS TO TOWN 04/06/22 NZ E
WATER SUPPLY "'TP1WER TO TOWN FOR 04/12/22 NZ N
0-3" TOPSOIL
3"- 38" LOAMY BROWN SAND SCALE: a
38" LEDGE v_GnOr K°
NO SIGNS OF SEASONAL HIGH GROUNDWATER
2 "
0- 3" TOPSOIL SHEET TITLE:
3"— 40.. LOAMY BROWN SAND
LEGE
NO SIGNS OF SEASONAL HIGH GROUNDWATER GRAPHIC SCALE EXISTING D.
z
CONDITIONS w
THE FOLLOWING INFILTRATION TESTS WERE PERFORMED BY O
20 15 10 5 0 20 40 80
THE ENVIRONMENTAL_DESIGN PARTNERSHIP.: SHEET NO. w
PT#1 - SOIL STABILIZATION RATE=8 MIN/INCH (IN FEET)
PT#2- SOIL STABILIZATION RATE=7.5 MIN/INCH 1 INCH = 20 FT. S-2 �y
WASTEWATER SYSTEM - BASIS OF DESIGN WASTEWATER �. -Z `�E
WASTEWATER ABSORPTION FIELD DESIGN ' a
CALCULATIONS: o.
BESs'UlflTDRY AUMQRJLY TOWN OF QUEENSBURY x G THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE WITH
QESIGN STANDARDS NEW YORK STATE DEPARTMENT OF HEALTH(10NYCRR APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS-INDIVIDUAL HOUSEHOLD SYSTEM. NYSDOH APPENDIX 75A&NEW YORK GSF DESIGN MANUAL AS FOLLOWS
TOWN OF QUEENSBURY ORDINANCE-CHAPTER 136: SEWERS AND SEWAGE DISPOSAL-PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS
DESIGN PERCOLATION RATE=6-10 MIN/7N \ �•,,'\�.6. \\
PROTECT DESCRIPTION`- THE PROPOSED WASTEWATER SYSTEM TO SERVE THE FIVE(5)BEDROOM RESIDENCE SHALL CONSIST OF A NORWECO SINGULAIR GREEN 960 ETU- TOTAL BEDROOM COUNT-5 \�Za
\
EFFLUENT PUMP SYSTEM TO A SHALLOW ABSORPTION BED DESIGN. DESIGN FLOW- 1f0/GAL/DAY/BR
110 X 5=550 CAL/DAY
PROJECSE�f"OWRATF- BASED ON A FIVE(5)BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES 0 110 GALLONS PER DAY PER APPLICATION RATE-D7 GAL/DAY/SF
BEDROOM, THE AVERAGE DAILY FLOW(ADF)IS 550 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE'LOW FLOW'TYPE MANUFACTURED SINCE 1991 THEN THE REQUIRED BED AREA= 786 SF
REQUIRED BED AREA WITH 307 REDUCTION FOR ETU 550 SF / W LU FIXTURES SHALL HE REPLACED AS NEEDED. THIS FLOV/RATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER(NOR IS ONE RECOMMENDED)OR A HOT TUB/SPA. cam, x
ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS HE PART OF THE HOUSE DESIGN. DESIGNED BED AREA= 18'X J5' 630 SF '� Z Z,V...
ENHANCED]R�gTMFNT 1/NIT A NORWECO SINGULAIR GREEN ETU UNIT IS SPECIFIED TO PROVIDE ENHANCED TREATMENT CAPABILITIES. THIS UNIT IS TO BE INSTALLED PER
f-�
MANUFACTURERS RECOMMENDATIONS AND/S SIZED FORA 5 BEDROOM FLOVI7ATE AND COMPLIES WITH NSF 40 CERTIFICATION STANDARDS. THE USE OF AN ENHANCED a
TREATMENT UNIT ALLOWS FOR A FIELD REDUCTION OF UP TO 30�.A UV DISINFECTION UNIT l5 ALSO PROPOSED WITHIN THE PUMP TANK SYSTEM.SEE PLAN SHEET S-5. °-
ABSORPTION FIELD SYSTEM: THE ABSORPTION SYSTEM/5 DESIGNED AS A 630 SF-BED CONFIGURATION DISPERSAL SYSTEM WITH FOUR(4)LATERALS AT 30 LF EACH, '20K,
LF TOTAL. THE LATERALS CONSIST OF 1.5"DIA SCH 40 PVC PIPE WITH e6"DIA.HOLES DRILLED 0 4 FT O.C. SPACING. THE FIELD SIZE SHALL BE A t18'X 335' Z'
RECTANGULAR SHAPE.FILL SOILS(QUEENSBURY RED DIRT)SHALL BE IMPORTED TO CREATE A SUITABLE SOIL TRANSITION TO PIE NATIVE SOIL.
N _
LI N
70
O Q1 N
i 1}" FORCEMAIN ! 11 1 yb
U- WI v w
< < °0
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1,000 GALLON PUMP TANK, SIMPLEX Z
PUMP ASSEMBLY AND TIME-DOSE (jJ Z Q U
CONTROL PANEL UJ 2 0
1 \ I ROCK ` / I
EDP > Q f
I f •� DECK O _
OQGK '.�, ✓ i 10 SETBACK "�. 0- ¢
7 1 3 1500 UV DISINFECTION uj
UNIT
MS '�-
r "-`•✓-' l: EXISTING 5 w
BEDROOM HOUSE F
� �..? N EEN . SINGULAR a > Z
GREEN 960 ETU, SEE w `
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ALO LAKE SHORELINE \ \ ° _ �',�i 10' 77 BACK _ W 0} c
DETAILS
_-- __ __5�_____ _ EOP�.__. U) y
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\t � CHAT K FENCE
LAKE \`\ \ t \10'\ I 4" PVC SDR-35 BUILDING SEWER w p W Z
OK
GEORGE \ \ \ \�:$ \ — AT}/FT MIN SLOPE O W 0 00 N
CL a0U
NEIGHBOR ` NEIGHBOR o il
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HOUSE GARAGE w c� U) plO
ABSORPTION BED 18' X 35' -12" �/�
STONE WITH PRESSURIZED DISTIL
RIBUTION DATE BY
VIA 1 }" PERFORATED PVC PIPE
(— — b-�� REVISION
`/ SUBMITTAL TO TOWN 10/25/21 CD v
EM5ED TO NORWECO EN 1/06/22 NZ c
---i ERMIT PLANS TO TOWN 04/06/22 NZ �E
EVISEO TO TOWN FOR 04/i 2/22 NZ `
_tA ____
——— —— -— SCALE:
VARIANCE REQUEST: 1 11=20'
PROJECT DESCRIPTION.
THE FOLLOWING VARIANCES REQUIRE ADDITIONAL RELIEF BY THE TOWN OF QUEENSBURY
THE PROPOSED PROJECT INVOLVES THE INSTALLATION OF IMPROVEMENTS TO CONSOLIDATED BOARD OF HEALTH, SHEET TITLE:
GRAPHIC SCALE AN EXISTING WASTEWATER SYSTEM SERVING THE STRITSMAN RESIDENCE. WASTEWATER Z
ME EXISTING SYSTEM WILL BE REPLACED WITH A NORWECO SINGULAIR V-IA; WASTEWATER ABSORPTION FIELD TO LAKE 84'REQUESTED VS THE 100'REQUIRED
GREEN 960 ENHANCED TREATMENT UNIT(ETU). THE CONTROL PANEL WILL
BE LOCATED EITHER INSIDE OR OUTSIDE THE HOUSE,DEPENDING ON OWNER ME FOLLOWING VARIANCES*ERE GRANTED BY ME TOWN OF QUEENSBURY CONSOLIDATED BOARD PLAN
PREFERENCE. WASTEWATER WALL FLOW BY GRAVITY INTO THE ETV TANK, OF HEALTH: j
TREATED EFFLUENT WILL THEN FLOW TO THE PROPOSED 1,000 GALLON U
20 15 10 5 0 20 40 80 PUMP TANK WHERE EFFLUENT WITH FLOW THROUGH A UV TREATMENT UNIT V-/: WASTEWATER ABSORPTION FIELD TO*ELL 71'REQUESTED VS ME 100,REQUIRED Z
AND FLOW BY FORCE MAIN FROM THE PUMP TANK TO A NEW ABSORPTION SHEET NO. w
(IN FEET) FIELD AREA THAT WILL BE CONSTRUCTED APPROXIMATELY 04'FROM THE V-2: CLARUS 800 TO FOUNDATION�'REQUESTED VS ME 10'REQUIRED TL
1 INCH = 20 FT. LAKE SHORE. V-3 PUMP TANK TO FOUNDATION 3'REQUESTED VS ME 10'REQUIRED C=r)
V-4: WASTEWATER ABSORPTION FIELD TO FOUNDATION II-REQUESTED VS ME 20'REQUIRED J J
V-5: WASTEWATER ABSORPTION FIELD 10 PROPERTY LINE 7'REQUESTED VS ME 10'REOUfREO
FINAL GRADE 12'THICK WASHED E 1,5 PERFORATED PIPE
CRUSHED STONE BED (A"DIA ORIFICE SPACED 6
1.5'PERFORATED PIPE 4 FT INTERVALS))
FABRIC NOI-WOWN (Tb'DIA ORIFICE SPACED (� TO 1�'STONE) 1'FM FROM [n 0-�,x a
6 b FT INTERVALS) §PUMP TANK 2-5 (TYP.) \` W\L,I
-ORFlCLB TO BE AT TOP OF PIPE WITH
ORIFICE SHIELD
(q- INSTALL ONE ORIFICE AT PIPE 80TTOM
.(, FOR DRAINING p
�ii �1ll_1Tr-rT 11'DISTRIBUTION g W s
MANIFOLD
n PROXIMO E I-1 III I_I III III III III I III III III III 11 ! I' ;III.'III Q .' .
ExTENo i FT.
I a
3'MIN TYP.
VERTICAL
BED AREA TO BE PLACED JUST SEPARATION
`Z _
BELOW EXISTING REMOVE ORGANICS — TO GROUNDWATER PLAN VIEW ''W
AND LEVEL BED AREA PRIOR TO (0 c-
PLACEMENT OF STONE OR ROCK N
WASTEWATER SECTION FLAYER OF
ILTER FABRIC "
rvOT TO SCALE BACKFlLL 12'-18' O '1 1 N
�- W N
1j'PERFORATED PIPE r^
DI vL/. OW
12'OF STONE GoI— Z
MEMO (3/4' a
1-1/2'TO Z zLLI
SECTION VIEW W uj F
"" ABSORPTION BED 0 0
NOT'TO SCALE 0
A'dawry ! s>'•.>frvP ILL
co
wAW
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mr® W
/-{{OF 8 EA ORIFICES SPACED 3j OF ORIFICE SPACING W
oflCESP INE AT 4'O.C. TO FIRST HOLE
FIRST ,{ N
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PRESSURE DISTRIBUTION LATERAL DETAIL GENERAL SANITARY NOTES: W 3
NOT To SCALE i. MNNTAA IDO`SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING 0 a
t67fESt WELLS PRIOR TO CONSTRUCTION. }Y
w
2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET.
y�I{blliYY 9 ro 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL(RAISED SYSTEMS)AND BUILDINGS SHALL BE 20 FEET. '^ ED Z �I
,YIOIg6 Z to Nre�K�M�3leEA m�nFM�i e�fl IW 4L co Z
mrrm mm wm rwm r Im rtR;iro wren a�v.(vea,n'i® 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL(RAISED SYSTEMS)SHALL BE 10 FEET. Q III, QO Z I- a
tw rZ aurA. Aw avmtM,c.2Am um Al— Eat/. 5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. 0 UJ
UJ
cvAK Y'IRnY.Y xnc mAwss mm aroc
6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. U) W 0 0 N
. Rw¢A.wnn vAmw fro wt Evunxr m vs mAucnvs As oeE uu'mAmuiez 7. REQUIRED INSPECTIONS(TO BE PERFORMED BY PROFESSIONAL ENGINEER): 0 Q LL Z
A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION. ? W `m
8) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL O LC>Z `P
m yvNnpro - I I C) PRIOR TO BACKFlWNG BED AREA. TL q 9
, � 'ntYAl4xv - co
Li FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. I^� Q m
8. CRUSHED STONE SHALL BE CLEAN,DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2'DIAMETER. LL O d
aAWv)Emt aomr.Im""N-mk y 9. WHEN THE BED AREA HAS BEEN EXCAVATED.THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL REVISION DATE BY
SURFACES. SUBMITTAL TO TOWN 10/25/21 CD '4
AaAa�s ,.wrtI51m mu�nrF rnui(Iw w --___ vi
C F,FRUFxr vrE Armo�m 10.CONSTRUCTED EQUIPMENT NOT NEEDED CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE EVISEo TO NORWECO EN 01/O6/22 NZ
ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOUS.
ERMITLSE PIONS TO TOWN 04/06/22 NZ E
11.THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARROTE CRINGERS.IN THE EVENT THAT GARBAGE GRINDERS PRE.
InAAs)zs En(' BE INSTALLED,THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. REVISED TO TOWN FOR 04/12/22 NZ �
nrn r ro rl'wnutsn 12.FOOTING DRAINS,SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NDT BE CONNECTED INTO THE SEPTIC SYSTEM.
_nax 13.CONTRACTOR TO COMPLY WITH ALL O.S.HA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. SCALE:
nm tnAetn rtnv cros�,ov.xaF m nzs�rm�woI ro ozn arar s1wrH Haa 14.AS PER NEW YORK STATE INDUSTRIAL CODE 53:CALL 1-800-962-7962 TO LOCATE BURIED CABLES,OR OTHER N.T.S.
UNDERGROUND URUR6,NO LESS THAN TWO,OR MORE THAN TEN WORKING DAYS,PRIOR TO DIGGING,DRILLING,EXCAVATING,
DRIVING POSTS.ETC.
SHEET TITLE:
ro ri.P noou - �- AA msrx rural IUA Puns m mmwn"rt rim+am
WASTEWATER z
DETAILS
aasm store erxiYL ro mwAxeE m Brrs/m.) O
SHEET NO.
SIMPLEX PUMP PIT (RESIDENTIAL) S-4 3
NOT TO SCALE
K
; , E
GENERAL NOTES:
Q\ �
ALTERNATE INLET EXTENUEDA[RATION AERATOR MOUNTING RISER RECEIVING FLANGE 0)ACCEPTEDSINGUI.A
AERATOR,AS TESTED AND
LOCATION CHAMBER AND VENTED COVER ACCEPTED BY NSF,
APPROVED SEALING DEVICE ® APPROVED SEALING BIO-KINETIC®SYSTEM LOCKING LUGS
fD FALL THROUGH SINGULNR®PLANT
--((1—fU-- FROM INLET INVERT TO OUTLET INVERT
DEVICE IS FOUR INCHES.INLET INVERT IS 16 Z
INCHES BELOW THE RISER MOUNTING
SURFACE.
h
�pl III I(I II) ON DEEPER INSTALLATIONS,RISERS p R.
MUST BE USED TO EXTEND AERATOR
MOUNTING RISER AND 1310 TO GRAD C'�W.`.., mE,
SYSTEM MOUNTING RISER TOGRADE.
A A INSPECTION COVER E PRETREATMENT 'L N
CHAMBER MUST BE DEVELOPED E. �/
WITHIN TWELVE INCHES OF GRADE.
4"DIAMETEREFFLUENTLINE _ 0 REMOVABLE COVERS ON RISERS ARE O III VN
4"DIAMETERINLET LINE _ EACH SECURED TO PREVENT W N
UNAUTHORIZED ACCESS. �/1 W
vJ O
810-KINETI&SYSTEM MOUNTING 000NTACT THE LOCAL,LICENSED � Zm
PRETREATMENT CHAMBER RISER AND COVER SINGULAR'DISTRIBUTOR FOR z Q.O
ELECTRICAL REQUIREMENTS. w
ALTERNATE INLET LOCATION FINALCLARIFICATIDN CHAMBER GASKETED DISCHARGE 2i 111 2i0
PLAN
FLANGE ASSEMBLY W mim
VENTED COVER OPTIONAL BLUE CRYSTAL° \ Q I-
CHLORINATION SYSTEM APPROVED SEALING DEVICE
TO 4"DIAMETER EFFLUENT LINE
SINGUV+IRs'AERATOR N �
(SEE NOTE 1) LL
OPTIONAL BIO-NEUTRALIZER® BID SYSTEM DISCHARGE DE'.TAIL. �1 P
DECHLORINATION SSYSTEM I L 4
AERATOR MOUNTING HIBER
UJ
BIO-KINETICm SYSTEM BIO-KINETIC®SYSTEM MOUNTING N
UNDERGROUND POWER MOUNNNGRISER RISER AND COVER LL
SUPPLY ENTRANCE W
APPROVED SEALING DEVICE SIO-KINETIC4'SYSTEM GASKETED Q Z `¢
�R.. LOCKING LUGS RISER Q
S
m APPROVED SEALING W o
DEVICE I— ` 0 1.
® CRITICAL DIMENSIONS W
— ®1'.5112"--
4"DIAMETER ®0'-0318" "j =Z NI
EFFLUENT LINE ®T.3" 0'-6" ^: cn
p] Z
®3'-51/4" O'-0318" /n j- 0.
®4'-2114" t'-8" Z
--T-8 3/4" 4'.3112" W Z
SINGULAIR'BIO-KINETIC°' ST. m t0'-6112" ®5'-111/2" 0
SYSTEM DISCHARGE ®i'-4" m 1'-4" O F 0 C)
(SEE DETAIL) 4'-7112" 6'.6" ^ Q O Z N
m 0'.3" 4. W y
PRETREATMENT CHAMBER 0 ,U2" ® O CL>Z '4
BIO-KINETICm SYSTEM
FINAL CLARIFICATION CHAMBER _ 4"
REVISION DATE BY
SUBMERGED RP PORT AERATION CHAMBER OUTLET�NO VIEW �
TRANSFFRPORT norweco�
SUBMITTAL TO TOWN 10/25/21 CD
EXT E'.NUEDAERATIONCHAMBER SECTI=NA-A-A NOTE:TOTAL SYSTEM CAPACICAPACIGA GALLONS
GALLONS ew�soosrvosrsrcu - o
BID-STATIC°'SLUDGE RETURN RATED CAPACITY:600 GALLONS PER DAY EMSED TO NORWECO EN 01/O6/22 N2
FRMR PLANS TO TOWN 4/06/22 NZ E
EVIAED TO TOWN FORV-I 04/12/22 NZ
1 NORWECO SINGULAR GREEN ENHANCED TREATMENT UNIT SCALE: 12
NOT TO SCALE N.T.S.
SHEET TITLE:
ENHANCED
TREATMENT w
DETAILS
a
SHEET NO. ww
S-5