1.2
1.2
SETPH.VAR\\Smith - Replacement System With Absorption Field and Treatment Tank to Lines Well and Dwelling-4-6-2020
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF WILLIAM SMITH
RESOLUTION NO.: ______________________________________________________, 2020
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, William Smith (Applicant) has applied to the Local Board of Health for variances
from Chapter 136 to install a replacement wastewater system with certain of its components to be
located as follows:
1. Absorption field to be 1’ from the west property line instead of the required 10’
setback;
2. Absorption field to be 1’ from the north property line instead of the required 10’
setback;
3. Absorption field to be 65’ from the west neighboring well line instead of the required
100’ setback;
4. Absorption field to be 94’ from the south neighboring well line instead of the required
100’ setback;
5. Absorption field to be 56’ from the onsite well line instead of the required 100’
setback;
6. Treatment Tank to be 7’ from the dwelling instead of the required 10’ setback; and
7. Treatment Tank to be 36’ from the onsite well instead of the required 50’ setback;
on property located at 13 Chestnut Road in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury’s Local Board of Health will hold a public hearing
th
on Monday, April 20, 2020 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider William Smith’s sewage disposal variance application concerning property
located at 13 Chestnut Road, Queensbury (Tax Map No.: 289.13-1-11) 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’ of the applicant’s property as required by law.
th
Duly adopted this 6 day of April, 2020, by the following vote:
AYES :
NOES :
ABSENT:
ENVIRONMENTAL DESIGN
egoPARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065
(P)518.371.7621 (F)518.371.9540 edpllp.com
Shaping the physical environment
March 30, 2020
Town of Queensbury Board of Health
742 Bay Road
Queensbury, NY 12804 �,
RFCE
Attn: John Strough, Supervisor j ' oo Rls�E o
Re: Smith Residence— 13 Chestnut Road M 1104
BOH Variance Request Ply ti
---c a. ON%
Dear John:
Submitted for your distribution and review are nine sets of a Board of Health wastewater system
variance application for the Smith residence located at 13 Chestnut Road. Due to the small lot size
and the use of wells for these Glen Lake properties a variety of variances are required. Please note
that the neighboring property to the south (Babcock) recently went through this same variance
process (June 2019) with an identical system design and similar variance requests. The proposed
design will include an enhanced treatment unit (Clarus Fusion) and an ultra violet (UV) light
disinfection unit to mitigate the need of a setback variance to the neighboring wells. The application
documents include the following:
• Proposed Wastewater Improvements For The Smith Residence
13 Chestnut Road
Sheet 1 Cover Sheet
Sheet 2 Existing Conditions
Sheet 3 Wastewater Plan
Sheet 4 Wastewater Details
• Queensbury Board of Health Application for Septic Variance
• Application Fee -$150 check
I am available to meet with you and/or other Board members to further discuss this proposal prior to
the public hearing. Thank you for your consideration of this request.
Sincerely,
, .6a.krt% KithC...2.4.—leg:PA'
Dennis MacElroy, PE
Environmental Design Partnership
Attachment
Cc: Dave Hatin
William Smith
Office Use Only
SEPTIC VARIANCE
Received:
APPLICATION Permit#:
Town of r
Permit Fee:
742 Bay Road,Queensbury,NY 12804
P: 518-761-8256 www.queensbury.net Invoice#:
Approvals:
Submittal: I (one) original & 8 copies of the completed application package
Property Owner(s): William Smith Owner's Agent: Environmental Design Partnership
Address: 13 Chestnut Road Address: 900 Rt. 146
Lake George, NY 12845 Clifton Park, NY 12065 3r® c0
�QUFFN 2p20 1(1)�
Phone#: 518 955-1256 Phone#: 518 371-7621 r-t 4r4,90/?Y I
"/ ! Lam`
..8
Site Address: 13 Chestnut Rd. Tax ID#: 289.13-1-11
Directions to Site: Glen Lake Road to Chestnut Road
Distance from well on property to septic system (if applicable) 56 feet
Is it possible to install a conforming septic system on this property? ❑ Yes ❑X No
If YES, please explain and attach a diagram:
Does the proposed system meet setback requirements for distance from wells& septic systems on neighboring
properties? ❑ Yes ❑X No If NO, please explain:
Is the proposed system to be installed under a parking area? ❑X Yes ❑ No
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 100 ft.): Chapter 136—Section 9-D Horizontal separations
V-1: Absorption Field separation to property line (west)— 1' vs. 10' required
V-2: Absorption Field separation to property line (north)—1'vs. 10' required
V-3: Absorption Field separation to neighboring well (west)—65' vs. 100' required
V-4: Absorption Field separation to neighboring well (south)—94'vs. 100' required
V-5: Absorption Field separation to onsite well 56'vs. 100' required
V-6: Treatment tank separation to dwelling—7'vs. 10' required
V-7: Treatment tank separation to onsite well—36'vs. 50' required
Septic Variance Application Revised February 2019
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax
map numbers from the Assessor's Office as well as the names and addresses:
North Name Philip &Grace Battiste
Address 123 John St. Hudson falls, NY 12839
Tax Map ID 289.13-1-10
South Name Thomas& Marybeth Babcock
Address 7 Greenfield Ct. Clifton Park, NY 12065
Tax Map ID 289.13-1-12
East Name Glen Lake
Address
Tax Map ID
West Name Peter Dineen
Address 22 Chestnut Rd. Lake George, NY 12845
Tax Map ID 289.13-1-39
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 13
Chestnut Rd.
I/We realize that putting the well, septic tank or leaching system less than the required (* see list of variance items ) feet
from the (* see list of variance items) may increase the risk of pollution.
Owner—Print Name: William Smith /e/// 1 ri rf�� Date: Iz /2c 10
/ Owner—Signature: Date: 3lk_q/
NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 13
Chestnut Rd.
I/We realize that putting the septic tank or leaching system less than the required 100 feet from the well may increase
the risk of pollution.
Neighbor/Tenant—Print Name: Date:
Neighbor/Tenant-Signature: Date:
Septic Variance Application Revised February 2019
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 an Agent:
Owner's Name: William Smith
Designates: Environmental Design Partnership as agent regarding the Septic Variance for
Tax Map #: 289.13.-1-11 v✓/OWNER'S SIGNATURE: �. f��( i ��� DATE: L t1�z c�
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: William Smith
/ 1LS Z�ZU
✓ OWNER—SIGNATURE: i��/��' ,� '3( DATE: Click or tap here to enter text.
AGENT—PRINT NAME: Environmental Design Partnership—MacElroy/Wilkinson
AGENT—SIGNATURE: Y DATE: Click or tap here to enter text.
Septic Variance Application Revised February 2019
4 ro cc
PROPOSED WASTEWATER IMPROVEMENTS FOR
zAl
m, o
SMITHRESIDENCE
................
�
s . W $fib
iIOW
APPLICANT/OWNER: Fs I t7k:
'L p
N
WILLIAM SMITH . ' N
N
pifiarwrr 7 r U
N,4 13 CHESTNUT ROADC�l _ a
o
"K TOWN OF QUEENSBURY m _ U.
>,:rEsceoea ,1 GLEN LADE COW
NuGiCdnC Namer i '� �___ -- U) f—
WARREN COUNTY, NEW YORK W V M a ffi w Z J
r
+ ,
� n
LEI
o �
SITE LOCATION MAP SITE VICINITY MAP Z
SCALE: I" = 20D0' SCALE: 1" = 2000'
}
— W0 Ir
W J o m w
Q = Q � w W �
w a 3 =
a
- w � 0 0
U) Z wZZ
SHEET INDEX: Q o 3 0
� V) O ° o
Sheet Number Sheet Title
1 COVER SHEET
2 EXISTING CONDITIONS `
3 VARIANCE PLAN RECORD OF WORK� ^ DATE BY
4 WASTEWATER DETAILS ' o
i'
SCALE:
NTS
NOT FOR
CONSTRUCTION
SHEET TITLE:
COVER SHEET
SHEET:
1
3
Z �E
(� A
a
Z
a,w ,
Z,F s
O mn
w It
N
� N
M
NQj N
00
N V
(L
- (1W �
a cn
LANDS N/F OF Z
PHILIP & GRACE BATTISTE w Q
BOOK 685 OF DEEDS AT PAGE 357 5 Z
m� / � NO ACTIVE WELL ` W J
a c
�m g / LAKE WATER SUPPLY
2 p W p
�A Nropo op > Q �
y LANDS N/F OF
PETER DINEEN ExIS INc WELL
r pNEwa S81'S4'45"E 150.00, n' v/ Z
--
� W ¢ �
/ U
W � J om w
a
Q oo RF p� EF / a to x
T o �1 H a z
,Q sA E sFPs a Q =
15 Q
GLEN LAKE W Z a o W
W U) p
4, coNppE- R 2 STORY WOOD til coVJLIJ
Ji FRAME HOUSE Z
❑RICOy t3 1 pxx.
W §� ARq CeME APrEA"= 3 pI 3
8,12�f SO.FT.
OR O.19t ACRES
V `\ ALO EXISTING SEPTIC I p ZO
? TO BE ABANDONED O RECORD OF CORK rsxuru ma'DA/� RY
o N81'54'45"W 152.24'
REr w.z ar
� / 3f ..
y,.�� NEIGHBORING �
So'- I WELL
l occK >EPS
" \ S LANDS N/F OF MAP REFERENCES: _
THOMAS & MARYBETH BABCOCK
BOOK 698 OF DEEDS AT PAGE 802
MAP OF LANDS PROPOSED TO BE CONVEYED BY
THOMAS J. & MARYBETH BABCOCK
TO
j ALo EX75TING MURRAY FORTH
NEIGHBORING SEPTIC
DATED: AUGUST 8, 1988
BY: COULTER&MCCORMACK
\> /t ALO EXISDNG MAP OF LANDS OF
NEIGHBORING SEPTIC LI S
L
/ DATEDI: SEP EMBER30, 1994
F
BY: COULTER & McCORMACK -
_ SCALE:
MAP OF A SURVEY MADE FOR 1"=10'
WILLIAM K. &MICHELLE SMITH
DATED: NOVEMBER 22, 2005
BY: VAN OUSEN &STEVES NOT FOR
CONSTRUCTION
I /
SHEET TITLE:
/
EXISTING
CONDITIONS
SHEET:
2
i
VARIANCE R OL T• Z�rg
PROJECT DESCRIPTION: ii 1 3 0.
THE PROPOSED LOCATION OF THE NEW ABSORPTION FIELD AREA AND THE PROPOSED PROJECT INVOLVES THE INSTALLATION OF A NEW WASTEWATER WfL.,
TREATMENT UNITS WILL BE POSITIONED SD THAT IT WILL NOT BE IN SYSTEM SERVING THE THREE-BEDROOM SMITH RESIDENCE. THE EX/STING - LEI,
CONFORMANCE WIN THE FOLLOWING SETBACK STANDARDS. 7 VARIANCE SYSTEM WILL BE REPLACED WITH A CLARUS FUSION 450 EN, PUMP TANK LEI,
y
CONDl DONS EX/SF 9.ND VARIANCE REQUESTS TO THE OUEENSBURY BOARD AND NEW ABSORPTION FIELD. THE CONTROL PANEL WILL BE LOCATED EITHER _
OF HEALTH WILL SE REQUIRED FOR THE FOLLOWING: INSIDE OR OUTSIDE THE HOUSE,DEPENDING DN OWNER PREFERENCE.
EFFLUENT WILL FLOW BY FORCE MAIN FROM THE EFFLUENT PUMP TO A NEW
V-1: ABSORPTION FIELD TO PROPERTY LINE(WEST)-1'REQUESTED VS. THE ABSORPTION BED WITH OPEN BOTTOM GRAVELE55 CHAMBERS.
10'REOUIRED (\
WASTEWATER ABSORPTION FIELD DESIGN
V-2 ABSORPTION FIELD TO PROPERTY LINE(NORTH)-V REQUESTED VS. (,'ALCULAT/ONS: �'L 1
THE 1O'REQUIRED _ �. Iy`
THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN
V-3.' ABSORPTION FIELD TO NEIGHBORING WELL(WEST)-65'REQUESTED �_Im
VS. THE 100'REQUIRED - ACCORDANCE K17H NYSDDH APPENDIX 75A , d,
V-4: ABSORPTION FIELD TO NEIGHBORING WELL(NORTH)-94'REQUESTED DESIGN PERCOLATION RAY; 6-7 M/N/iN LL
TOTAL BEDROOM COUNT>3 La
DESIGN FLOW= If0/GAL/DAY/BR
VS. THE 1 00'REQUIRED _ -
V-5: ABSORPTION FIELD TO ONSITE WELL-56'REQUESTED VS. THE 100 - IT0 X 3 330 G7.0 AY
REQUIRED
- APPLICATION RATE 7.0 GAL/OAY/SF O
REQUIRED ABSORPTION AREA -330 SF 1 N
V-6: TREATMENT TANK TO DWELLING- 7'REQUESTED VS THE 10' I _ PROPOSED ASSORP77ON AREA-332 Sr N
REQUIRED I
REQU/REDATMENT TANK TO ONSITE WELL-36'REQUESTED VS TIE 50' `-_"'"- A
N
O x
p 3: a <
v_IAIVOxx
P S N�FOF i WIG
ETER DlVEE/V PHILIA ANDS N/F OF G
AREB_41:14'WOE X 16' BOOK 68& GRAADCE I' B ATT S
e ABSORPTION
� NQEW PAS7TRAFFIC RATED OPEN- OM
GRAVELLESS CHAMBERS W J
f� 13�.
trasrRIBUTroN 56' --.N W a >
AREA 42:4'WIDE X 20'
BOX /, y_6 4 a'
LONG ABSORPTION BED WITH W
TRAFFIC RATED OPEN-BOTTO W
M i -
CRAVELLESS CHAMBERS 1x' V-1 �, It
� a
cy LL
t/J W,.. O
CLARUSC. t ENHANC FUSION MEN s
ENHANCED TREATMENT 2 S +el,2��V•`I y � � � '^ O
t\ WOQQa8$ V4G, 'uw) iVlZ{l Z Z
` ' .7{ UNIT �d' RY FRgMe N g / _I O 0 � O
K1- Q D,
^; 4 O V
Y DIAL PVC
FORCE MAIN , /� I`. G �� CNEtR w
`j r EUP PRWECI NUNIgR
A� LA PVC BLOG SEWER IwwANc H^ /'--
+wR- 500 GALLON MIN SL.®J•/FT rAror ` \ emu. wa•'��"m.^
PE TAW 9{ MIN SLOPE tc Angy a Aeasr => "x �,
!o RECORD OF WORK=oevrvma DATE•BY
wAu
UV DISINFECTION
UNIT
36,
P
3� 0
y
THOyAS LANDS IVY
I BooK 6& MARYgE�A
�'GE
EDS Ps
ArPABAB20CK
WASTEWA TER SYSTEM - BASIS OF DESIGN \\\
/ - REGULATORY AUTHORITY. TOWN OF OUEENSBURY
DESIGN STANDARDS NEW YORK STATE DEPARTMENT OF HEALTH(IONYCRR APPENDIX 75-A), WASTEWATERSCALE:
TREATMENT STANDARDS-INDIVIDUAL HOUSEHOLD SYSTEM.
TOWN OF QUEENSBURY ORDINANCE- CHAPTER 136: SEWERS AND SEWAGE DISPOSAL-PART 1,ON-SITE 1"=10,
SEWAGE DISPOSAL SYSTEMS
PROJECT DESCRIPTION: THE PROPOSED WASTEWATER SYSTEM TO SERVE THE THREE(3)BEDROOM RESIDENCE
SHALL CONSIST OF A CLARUS FUSION-EFFLUENT PUMP SYSTEM TO AN OPEN-BOTTOM GRAVELLESS CHAMBER NOT FOR
ABSORPTION BED DESIGN.
PROJECTED FLOWRATE: BASSO ON A THREE(3)BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1997 CONSTRUCTION
WATER SAVING FIXTURES®110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW(AOF)IS 330
GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE'LOW FLOW'TYPE MANUFACTURED SINCE 1991 THEN SHEET TITLE:
THE FIXTURES SHALL BE REPLACED AS NEEDED. THIS FT 0—TE DOES NOT INCLUDE THE USE OF A GARBAGE
GRINDER(NOR IS ONE RECOMMENDED)OR A HOT TUB/SPA. ADDIDONAL FLOWRATE MUST BE INCLUDED IN THE
DESIGN SHOULD E17HER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. WASTEWATER
I/ ENHANCED TREATMENT UNIT: A CLARUS FUSION 450 ETU UNIT IS SPECIFIED TO PROVIDE ENHANCED YYf1v7�C�Y V�/'1 Cf�
TREATMENT CAPABILITIES. THIS UNIT IS SIZED FOR A 3 BEDROOM FLOWRATE AND COMPLIES WITH NSF 40
CER77FICATION STANDARDS
UV DISINFECTION UNIT. SALCOR 3G DISINFECTION UNIT INSTALLED IN SERIES BETWEEN CLARUS UNIT AND PUMP
TANK WITH AUDIO AND VISUAL ALARMS AT CONTROL PANEL UNIT.
PUMP TANK: A 500 GALLON PE PUMP TANK WITH DUPLEX EFFLUENT PUMPS IS PROPOSED WITH PUMP TO SHEET:
GRAWTY DISTRIBUTION TO THE ABSORPTION FIELDS
ABSORPTION FIELD SYSTEM: THE ABSORPTON SYSTEM IS DESIGNED AS A TWO BED CONFIGURATION DISPERSAL
SYSTEM WITH NINE(9)34"WIDE TRAFFIC RATED OPEN-BOTTOM GRAVELLESS CHAMBERS SUCH AS HIGH A
CAPACITY INFILTRATOR CHAMBER H-20 OR EQUAL. THE AREA#1 FIELD SIZE SHALL BE 14'X IS'AND AREA#2 Jj
FIELD SIZE SHALL BE 4'X 18'.
t7 R
O —�i` $
Zi
Z� '
x�� .
�. z
N�
�P d..
FUSION CONTROL PANEL ECLARUS
/INSTALLER
INSTALL ONE DEDICATED 115 VOLT,20 AMP ISOLATED &FOLLOW INSTRUCTIONS
ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL SERVICE ES CONTAINED
TO FUSION PANEL INSTALL A GROUND FAULT STALLATION MANUAL. _ v
INTERRUPTER(GFI)EXTERIOR OUTLET INSIDE THE RISER r0
Lu
DWELLING „. 0 WHERE THE COMPRESSOR IS LOCATED, INSULATE TOP OF UNIT W/
o
00 NOT INSTALL UNDER DRIP LINE N:m
RIGID FOAM INSULATION.'
NSULATION. 0
OF ROOF R-B PROTECTION REQUIRED '"`
MD RlGI)
INSTALL TUFTITE BOX
ON STONE PAD,TO PROMOTE MLSULATIONXTE I2N BEYOND r N
DRAINAGE AWAY FROM COMPRESSOR. TANK ON ALL SIDES
; AIR COMPRESSOR INSULATED LID TYP,
24"X 18"x 6"THICK STONE PAD INSTALL THE FUSION WITH ® N
--- .----- ONE 6-INCH RISER TO BRING 00
THE LIDS TO GRADE.TYP. NAR LINES io FUSION Q
3 BCD 40 PVC
APPLY TWO BEADS OF SILICONE SEALANT DRR APaRovED EWAL O (L
— FULLY AROUND EACH RISER SECTION PRIOR
CLEANOUT TO SECURING WITH SUPPLIED SCREWS.TYP. 0 2 a g
PTO DRAIN FIELD f
BUILLING 1 SUITABLE GRANULAR MATERIAL SHALL NfnTE Box �(
SEWER LINE Z d_ PUN VIEW FQ AIR LINES TO FUSION `�` BE PLACED ON THE SIDES OF THE
3/4'0 SCD 40 PLU
VC J FUSION UNIT TO BRING THE
OR APPROVED EQUAL FUSION TREATMENT UNIT - SURROUNDING GROUND TO GRADE.
NFTITE 9DX PLACED
��' --- ------- - -- - r`a3s CONCRETE ANCHORING AS SHOWN WHEN ON STDNE PAD,To
FUSION VENTS THROUGH HOUSE VENT.IF HOUSE ✓ ,,��;'`'" REQUIRED IN HIGH WATER TABLE AREAS. PROMoIE DRAINAGE AWAY
FROM COMPRESSOR DO NOT
VENT IS NOT IN PLACE OR EXISTING VENT SYSTEM \4. SEE FUSION OWNER'S MANUAL FOR MORE NSTALL UNDER GRIGLWE OF
DOES NOT MEET THE BUILDING CODE AND THE FUSION ��,3, INFORMATION.CONSULT SPECIFYING Roo.
M ANUFATURER'S RECOMMENDATION&REQUIREMENTS, �.v� ENGINEER FOR REQUIREMENTS AR
COMPRESSOR
A SEPARATE VENT MUST BE INSTALLED TANK EXCAVATION SHALL EXTEND Ppiio BLOCKS W J
12-18•LONGER AND WIDER THAN To CONTROL
AIR LNEs
TANK. TO COwrROL PANEL
FUSION SHALL BE PLACED ON 6"LAYER OF WASHED STONE PAD
BROKEN STONE(1/4-1/2"0)*LEVELED TO FUSION 450 TANK MEASURES AIR LINES TO FUSION. 0
WITHIN 1/B-INCH SIDE TO SIDE AND END TO END. 851 x 44"x 62'H S/4 COR AD 4o Pvc (Y
�D EQ AL W Q
�CLARUS FUSION 450 DETAILS
NOT TO SCALE U
�/ � J = Z
Lu 30"FRAME AND COVER TO BE LLL a
1— //�� m W
HEAVY DUTY PLASTIC FRAME AND PLASTIC Q LIB W Q
COVER ASSEMBLY E1Y ZOELLAL RISER SY ON NECESSARY OELLER PAVEMENT < I�
OR EQUAL DR EDUAL AS
FLOAT TANK DR ) WELL-GRADED GRANULAR BACKFILL,COMPACTED W Z (� 0 To roP of TANK DR GEOGRID QSI 14,000 OR TENSAR BX1100 TO 95 h OF THE STANDARD PROCTOR DENSITY. O
LL
RISER SECTION. W O
GEOGRID MUST EXTEND 5'BEYOND
2 ' 4 OZ.FILTER FABRIC THE BACKFILL SHALL CONTAIN NO
PASSING THE#200 SIEVE.MORE THAN 10 i Z
— { THE FOOTPRINT OF THE CHAMBERS Q Z" POLYETHYLENE
PUMP TANK(300 GAL)W/30"OPENING O Ch O O
TIMER L BY EUTOPIA ENTERPRISES OR EQUAL
GNIGE R
OVERRIDE GLIDER 1
- SYSTEM fLE%BLE BOOT
BY MANUFACTURING
/ / fir.. �.., . -. J c t l•'
o A.1 CAT TYPE CONNECTOR ttP
a FL Q4T MANUFACTUFING I ) \
ACRE
i0 CONTROL PANEL —N//\\//\ \/\\\/ \�`f 1 T y Xy-•.v[ 'yS'�'"+h�LS lr 'Ttyr A'Fl Yi x ev
� AT HOUSE / /\\ �•`'44 a'•'Lr�Y'� � - �`V����i�`/k���
UNION a'we AT 1z MIN.rD aARus TANK ��/\ \/ /'•='�,- '°:`+' gh7v �'"'PJa�: !�`\ S'T "�il;,� 18" - 96"
EOPCPRNECT NUMBER
DlscoNNEcr I F MIN. / �kr J.:) ;^: �x 1, ` ' x•at:�:c�" �;):tz,�•� MIN. MAX.
Y TURN BALL VALVE DRAIN BACK
COL
VALVE FOR CLIMATES ECORD�OF WORK DATE"roBY
FL-
AND SEASONALL APPLICATIONS \\ 6"
R1 DISTRIBUTION e0X BALL CHECK VALVE /
2•PAC =III= %\\ 16"
z°we FORGE MAIN "I TIMER 40 I I I1 1 z"-2"WASHED,CRUSHED STONE \ /'
ENARLOER _ HED ,
SPR NGl NE OF STONE
P�(TF'yp)TO
6UBMERS BLE DUPLEX
EFFLUENT PUMPS; I-I' A.MIN CRUSHED STONE ' III—
MODEL]BRS BY GEQUAS LEVELING FOUNDATION III III NOTE: 1F(TYP.)
PLiMPS OR APPR0VE0 EQUAL ALL PIPE CONNECTIONS TO USE /
�I I I Al I I—I I=I I I—I rI=LLlRe-I I's l pc-III=III=I i � P ONNRESSURE—NGs
1. INFILTRATOR HIGH CAPACITY
—I � — H-20 CHAMBER(TYP,)
COMPACT BASE TO A MINIMUM OF 95
OF THE STANDARD PROCTOR DENSITY
DUPLEX PUMP PIT INFILTRATOR H-20 GRAVELLESS OPEN-BOTTOM CHAMBER
NOT TO SCALE -0NOT TO SCALE -----��
REMOVABLE CAP W/
INSTALLATION IN
UNDERGROUND BOX GROUND
ul
FINISHED GRADE W/LED INDICATOR, LEVEL
BALLAST, &ALARM
CONTACTS _
I
i XOTES: CONTROL BOX
W/INDICATORS
- REMOVABLE COVER I. PIPE JOINTS i0 BE SEALED WITH ASPHALTIC MATERIALS OR EDUNAlENT.
HANDLE FOR j.
a
j�— 2 kMm ELEVATIONS OF au oUnFr PIPE Mlm BEEawL REMOVAL
i ABS SCH 40 4" NOTE
3. THE SLOPE of TEE OUTLET O PIPES RERYF PER
THE 05iRBNpN BDX AND THE RISER PIPE -'-� SCALE:
DISTMuroR uREays sHaxp BE 1/e•PER FOOT. UV LIGHT UNIT SHALL HAVE AUDIBLE AS NOTED
11
BAFFLE
4. coHlRacTOR To USE SPED ttvElsRs ro Eauwa R.Gw. AND VISUAL ALARMS AT THE CONTROL
INVERT ELEV.
77-
PANEL LOCATION1.
i 2"MIN. 4"PVC NOT FOR
— — � _ INFLUENT EFFLUENT —�
CONSTRUCTION
JD
ABS SCH 40 3" SHEET TITLE:
PIPE
U.V.LAMP IN QUARTZ TUBE WITH TEFLON
WASTEWATER
N OLEANs400R PEA GRAVEL COATING INSIDE SUPPORT FRAME WI1N DETAILS
r GASKET
i
SHEET:
#� DISTRIBUTION BOX r"vSALCOR 3-G UV UNIT w
NOT TO SCALE
NOT TO SCALE 4
i