2.5 2.5
WASTEWATER-SEWER\Set PURies-Replacement—Groundwater Below Surface Share Builtup Mounded System With Neighboring Property Eberlem to Dwelling—In APA-11-6-
2023
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF DAVID AND THERESA RIES
RESOLUTION NO.: ,2023
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, David and Theresa Ries (Applicants) have applied to the Local Board of Health
for variances from Chapter 136 for installation of an on-site subsurface wastewater treatment system,
specifically a mounded soil absorption system, to be located on Applicant's property located at 12
Seeyle Road North to serve both 12 Seelye Road North and 8 Seelye Road North in the Town of
Queensbury,with the:
1. Groundwater table to be 6" below the ground surface in lieu of the required 3'
below ground surface;
2. Fill or built-up system to be located 13' from the dwelling in lieu of the required
20' setback;
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, November 20t", 2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider David and Theresa Ries' sewage disposal variance application concerning
property located at 8 Seeyle Road North in the Town of Queensbury (Tax Map No.: 227.17-1-24)
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 6t'day of November, 2023,by the following vote:
AYES
NOES
ABSENT:
SEPTIC VARIANCE• Office Use Only
Permit#:
APPLICATION Permit Fee:$
Torn of Quccnsbury
Invoice#:
742 Bay Road,Queensbury,NY 12804 � 2 3 4 S 6,
P:518-761-8256 www.queensburv.net Approvals: ft.
sr CEN5)
Submittal: 1 (one) original &8 copies of the completed applic n pomCage 2023
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN IL Q��� Sav
OER�CS4.
pFFICE
Section 1: 9s Nre
Contact Information:
David and Theresa Ries Owner's Agent: Studio A Landscape Architecture 8.Engineering DPC
Property Owner(s):
Address: 23 Pinehurst Lane Address: 38 High Rock Ave. Suite 3 PO Box 272
Slingerlands, NY 12159 Saratoga Springs, NY 12866
Phone#: Phone#: 518-450-4030
Email: David@terranovabi.com Email: mhuntington@studioadpc.com
Section 2:
Site Information:
Site Address: 8 Seelye Rd North Tax ID#: 227.17-1-24
Directions to Site: East on Rockhurst Rd to Seelye Rd. North
Section 3:
Distance from well on property to septic system (if applicable) NSA feet
Section 4:
Is it possible to install a conforming septic system on this property? ❑Yes 0 No
If YES, please explain and attach a diagram:
Section 5:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? Dyes ❑ No If NO, please explain:
Section 6:
Is the proposed system to be installed under a parking area? ❑Yes D No
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 100 ft.): 1.Town Code Section: 136-10(B)(1) - Groundwater @ 6" BGS
2. Town Code Section 136 appendix A- Fill or built up system
Septic Variance Application 13' from dwellir 'ised December 2021
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 Geraldine Eberlein George Russo
Address 12 Seelye Rd. North 16 Waters Edge Dr.
Tax Map ID 227.17-1-25 227.17-1-27
South Name Ruditsky Property Management, LLC George Rexford Moon
Address 62 Seelye Rd 50 Seelye Rd
Tax Map ID 227.17-2-20 227.17-2-21
East Name Robert End
Address 8 Waters Edge Drive
Tax Map ID 227.17-1-31
West Name East Lake George House LLC
Address 9 SEELYE RD. NORTH
Tax Map ID 227.17-1-60
Section 9:
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
8 Seelye Rd.N . I/We realize that putting the well, septic tank or leaching system less than the required 20 feet
from the building foundation may increase the risk of pollution.
David Ries and Theresa Ries
::::::::::luar::e:
tQ ' i � 1050/ Date:
n lc,p 3
Section 10:
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:
. I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant—Print Name:
Neighbor/Tenant-Signature: Date:
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:
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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 an Agent:
Owner's Name: David and Theresa Ries
Studio A Landscape Architecture&
Designates: as agent regarding the Septic Variance for Engineering,DPC 8 Seelye Rd North
Site Address: 8 SEELYE RD N
Tax Map#: 227.17-1-24
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:
David Ries
Theresa Ries
OWNER—PRINT NAME:
OWNER—SIGNATURE: ( DATE: v 1 0 19
AGENT—PRINT NAME: Matthew Huntington
AGENT—SIGNATURE: DATE: 10/16/2023
Septic Variance Application Revised December 2021
\IS
TERMS FOR PROPOSED AGREEMENT FOR SEPTIC SYSTEM (to be done prior to
the actual easement,being prepared and,signed)
Terms for proposed Agreement between David K. Ries & Theresa M. Ries, (owners of 8
Seelye Road N., Queensbury, NY 12804) and Geraldine Eberlein (owner of 12 Seelye
Road N., Queensbury, NY 12804), which would allow for creation of an Easement for
installation of a septic system on 8 Seelye Road N., Queensbury, NY that would service
the premises at 12 Seelye Road N., Queensbury, NY.
COST OF DESIGN AND INSTALLATION OF SEPTIC SYSTEMS &STORMWATER
DRAINAGE SYSTEM
1. Eberlein shall pay for the design and installation of the new septic system for 12
Seelye Road N., per Studio A Engineer's updated septic system plans, including
installation of the tank, piping,junction and distribution boxes, leechfield and mound.
Further, this shall include the delivery and distribution of the fill, including any excess fill
that may be needed and/or required by the Town of Queensbury, for the system at 12
Seelye Road N.
2. Ries shall retain Studio A Engineer for engineering and design plans for
new/updated septic system for 8 Seelye Road N., including installation of the tank,
piping,junction and distribution boxes, leechfield and mound. Further, this shall include
the delivery and distribution of the fill, including any excess fill that may be needed
and/or required by the Town of Queensbury, for the system at 8 Seelye Road N.
3. Eberlein shall pay for the materials and installation of the drainage system as
outlined in the drawings made by Studio A Engineering. Future maintenance and
repairs will be at Eberlein's expense.
COST OF MAINTENANCE AND REPAIRS TO EACH SEPTIC SYSTEM
4. Eberlien shall undertake any and all maintenance, including, but not
limited to repairs to the Septic system designated for 12 Seelye Road N. Maintenance
shall also include the following:
a. The cost to mow and landscape the area for the septic system for 12 Seelye
Road N.; including any additional landscaping that may be required by the
Town Board for issuance of the variance.
b. The underground portions of the septic system, including but not limited to the
lines and junction box.
5. Ries shall undertake any and all maintenance, including, but not limited to
repairs to the Septic system designated for 8 Seelye Road N. Maintenance shall also
include the following:
c. The cost to mow and landscape the area for the septic system for 8 Seelye
Road N.
d. The underground portions of the septic system, including but not limited to the
lines and junction box.
6. In the event there are any operational problems, issues and/or repairs that arise
with the septic system at 8.Seelye Rd N and/or 12 Seelye Road N., the owner of the
property experiencing the issues must immediately undertake, within at least three (3)
days from discovery of the issue, for remediation and/or repair by a licensed septic
contractor, at that party's expense.
a. In the event said problems also affect the proper operation of the other septic
system, the party will also undertake any repairs to enable proper operation of
the septic system, at said party's expense.
b. In the event either party fails to address the necessary repairs or remediation,
which may also cause damages to the other septic system, that party may
undertake the repairs or remediation and will be immediately reimbursed by
the other party accordingly.
c. In the event any problems or issues arise that also impact and/or affect the
adjoining/abutting properties to the septic system areas, the party whose
system creates the issue assumes responsibility for any costs and
remediation of issues with those properties and shall hold the other party
harmless from any and all liability, damages and/or injuries that are incurred.
The:.parties'agree:Met an additional agreenient.will be-,simultaneously..executed:with.
respect to the construction,of the home at 12.Seelye Road N and adjustment of the
current easement granted..to &Seelye Road'N:,for:access:to the dock:...The.:terms
:areio:'be as:follows;
PROPOSED AGREEMENT FOR CONSTRUCTION OF HOME AT 12.SEELYE RD
Nand AMENDED EASEMENT TO DOCK(A,separate agreement'to be'
simultaneously:,executed with the above.agreement.for the
7. Eberlein agrees to modify the existing home construction plans for 12 Seelye
Road N., so that the new foundation is two (2)feet from the existing telephone
pole in the direction of the existing foundation.
8. Upon approval for construction of home on 12 Seelye Road is obtained from the
Town, both parties agree that the existing dock access easement shall be
amended. The access shall be amended from three (3) feet along the west
fence line of 12 Seelye Road to three (3) feet along the east fence line of 12
Seelye. Eberlein shall create and maintain a footpath as part of this easement to
allow for 8 Seelye Road to access the dock.
9. During excavation and construction of both the septic system area located on 8
Seelye Road N., as well as the construction on 12 Seelye Road N., Eberlein will
insure that Ries will continue to have access to the dock for 8 Seelye Road N.
Eberlein will insure that no construction equipment, materials, will block or
j
impede dock access for Ries. In the event Eberlein is notified that Ries is unable
to access the dock due to construction equipment, materials or the like, Eberlein
must immediately undertake to reinstate Ries' access to the dock.
10.Eberlein will insure that Ries will continue to have ingress and egress on Seelye
Road N. (which is a public road), to access the property at 8 Seelye Road N.
Eberlein will insure that no construction equipment, materials, etc. will block the
road access. Further, Eberlein agrees that no construction equipment, materials
and the like will be stored on 8 Seelye Road N. for purposes of construction of 12
Seelye Road N. Only the necessary materials and equipment necessary for
installation of the septic system will be allowed on 8 Seelye Road N. In the
event, equipment, materials and the like are on 8 Seelye Road N. without the
knowledge and agreement of Ries, Ries will promptly notify Eberlein and
Eberlein will undertake for the removal. In the event Eberlein fails to have the
same removed, Ries may undertake for removal at Eberlein's expense.
11.Eberlein's liability insurance shall include coverage for any injuries and/or
property damage to 8 Seelye Road N., due to the construction of the septic
systems on 8 Seelye Road N. and construction of the home on 12 Seelye Road
N. Eberlein shall hold Ries harmless and indemnify Ries for any damages and/or
injuries that may occur to or caused by Eberlein, Eberlein's agents, contractors
and/or licensees.
EFFECT OF 2014 AGREEMENT ON PROPOSED SEPTIC AGREEMENT AND
EASEMENTS
In the event the Town grants approval of the septic variance and construction of the
home, the 2014 agreement would merge with the new septic easement, to be
granted by Ries for the benefit of 12 Seelye Road N. Further, Eberlein would amend
the current dock access easement as described above for the benefit of 8 Seelye
Road N.
In the event the Town does not grant approval of the septic variance but allows for
construction of the home with an alternative septic system or septic system located
on 12 Seelye Road N and Eberlein agrees and proceeds with that alternative system
and construction of the home, the 2014 agreement remain in effect for a period of
eight(8) years from the time the septic variance is denied. In the event the
construction of the home would affect the current dock access easement as
anticipated, Eberlein would amend the current dock access easement as described
above for the benefit of 8 Seelye Road N.
In the event the Town does not grant approval of the septic variance or the
construction of the home,the 2014 septic agreement will remain in effect for a period
of eight (8) years from the date the Town issues the denial of the variance
applications. After that date, the 2014 agreement will be rescinded and revoked by
the parties. Further, the parties do not need to grant the respective easements
outlined in the agreement.
IN WITNESS WHEREOF, the parties heteto.have sed t is agr ;t'to be
executed as of this '' day of September, 2023.
David K. Ries etesa . Ries
Geraldine E'berlei
studio
LANDSCAPE ARCHITECIURE I B4GINEERING I PLANNING
SEELYLE
WASTEWATER
PREPARED FOR
GERALDINE EBERLEIN DAVID AND THERESA RIES
2 ESSEX ST 23 PINEHURST LANE
MALTA, NY 12020 SLINGERLANDS, NY 12159
PROJECT TEAM
LANDSCAPE ARCHITECT/CIVIL ENGINEER:
STUDIO A LANDSCAPE ARCHITECTURE &ENGINEERING, D.P.C.
38 HIGH ROCK AVE, SUITE 3 I PO BOX 272
SARATOGA SPRINGS, NY 12866
CONTACT: KIRSTEN CATELLIER, RLA / MATTHEW HUNTINGTON, PE
PHONE: 518.450.4030
ARCHITECT:
WILLIAMS & WILLIAMS DESIGNERS, INC.
509 GLEN STREET
GLENS FALLS, NY 12801
PHONE: 518-798-HOUSE(4687)
SEPTIC VARIANCE REQUESTS
I. TOWN CODE SECTION: 136-10(B)(1):
REQ. GROUNDWATER TABLE: 3 FT. BELOW GROUND SURFACE
EXIST. GROUNDWATER TABLE: 6 IN. BELOW GROUND SURFACE
2. PLACEMENT OF SYSTEM ON NEIGHBORING PROPERTY
3. TOWN CODE SECTION 136 APPENDIX A - REQ. EFFLUENT LINE
SEPARATION DISTANCE TO PROPERTY LINE
REQ. HORIZONTAL SEPARATION: 10 FT.
PROVIDED HORIZONTAL SEPARATION: 0 FT.
4. TOWN CODE SECTION 136 APPENDIX A - REQ. SEPARATION DISTANCE
FROM DWELLING
REQ. HORIZONTAL SEPARATION: 20 FT.
PROVIDED HORIZONTAL SEPARATION: 13 FT.
ROAD RESIDENCE
REPLACEMENT SYSTEM
8 & 12 SEEYLE ROAD NORTH,
QUEENSBURY NY, 12804
GENERAL NOTES
I. PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL CONTACT
U.F.P.O. AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THE
LOCATION OF ALL EXISTING UTILITIES. ANY COSTS INCURRED BY
THE CONTRACTOR FOR FAILURE TO CONTACT THE PROPER
AUTHORITIES SHALL BE SOLELY THE RESPONSIBILITY OF THE
CONTRACTOR.
2. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS
AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE
FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE.
3. CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL
UTILITIES, INCLUDING BY NOT LIMITED TO LINES, DUCTS, CONDUITS,
SLEEVES, FOOTINGS, ETC., WITH LOCATIONS OF PROPOSED SITE
ELEMENTS. EXCAVATION REQUIRED PROXIMATE TO UTILITY LINES
SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE
TO FAILURE OF THE CONTRACTOR TO ADHERE TO THESE GUIDELINES
SHALL BE RESPONSIBILITY OF THE CONTRACTOR.
4. CONTRACTOR SHALL ESTABLISH PERMANENT BENCHMARKS PRIOR TO
THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS
SHALL BE LOCATED SO THAT THEY WILL NOT BE DISTURBED DURING
CONSTRUCTION.
5. LIMITS OF DISTURBANCE IS NOTED ON DRAWINGS. CONTRACTOR IS
RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND
OUTSIDE THE LIMITS OF DISTURBANCE. ANY AREAS OUTSIDE THE
LIMITS OF DISTURBANCE THAT ARE DISTURBED SHALL BE RESTORED
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE
OWNER. IF NO LIMITS OF DISTURBANCE IS SHOWN, PROPERTY LINE
SHALL BE THE LIMITS OF DISTURBANCE.
6. CONTRACTOR SHALL EMPLOY CARE IN SCHEDULING CONSTRUCTION
SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS AND
MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC.
CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF
PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF DISTURBANCE.
7. VARIOUS PERMITS ARE REQUIRED FOR THIS PROJECT. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS
FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE
PRIOR TO CONSTRUCTION.
8. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING
CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON
"AS -BUILT DRAWINGS," AS SPECIFIED.
9. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING
INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION.
SHEET INDEX
STUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
L-0.00
COVER SHEET
OFFICE LOCATION:
L-0.10
EXISTING CONDITIONS
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
L-3.10
UTILITIES PLAN
(518) 450-4030
L-5.20
CONSTRUCTION DETAILS
L-5.30
CONSTRUCTION DETAILS
IS A VIOLATION OF NEW YORK STATE
EIT
DUCATION LAW FOR ANY PERSON, LANCES`
THEY ARE ACTING UNDER THE DIRECTION OF <
LICENSED PROFESSIONAL ENGINEER
ARCHITECT, LANDSCAPE ARCHITECT, OR LANE
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY
IF AN ITEM BEARING THE STAMP OF R
LICENSEDPROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
OTATI0N 'ALTERED BY' FOLLOWED BY THEIF
SIGNATURE, THE DATE OF SUCH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
SEPTIC VARIANCE
10/18/2023
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5/9/2023
21113
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DIVERSION SWALE
AROUND MOUND SYSTEM
WETLAND BOUNDARY
/ DELINEATED BY THE
ENDCAP, TYP. - ENVIRONMENTAL
DESIGN PARTNERSHIP
IN JULY 2022.
/
/
/
/ PERFORATED PIPE
TRANSITION TO SOLID PIPE
Road North (Paved Drive)` -
200'L X 4"0 HDPE STORM PIPE
OUTLET INV. EL. 321.0' /
SLOPE @ 1% 62 46' 15" W
CURTAIN DRAIN: 164-L X 4"0 -J
PERFORATED PIPE
IN I' W GRAVEL TRENCH
0 INLET INV. EL. 324.6'
SLOPE @ 1%
4"0 PERFORATED
LATERAL I N I' W
\ RAVEL TRENCH, TYP. EDGE OF
G
7
s� SLOPE TOWARDS -5 20 MOUND
PERFORATED PIPE TAPER
v / �
100% FUTURE
100' WETLAND SETBACK /
EXPANSION \�;
l� AREA, (TYP.)
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10'W X 42'L ABSORPTION BED WITH:
(2) 1 112"0 X 37'L LATERALS SPACED 5' O.C. W/
(9) 1/4"0 ORIFICES SPACED 4' O.C. (TYP.)
WASTEWATER TREATMENT SYSTEM NOTES:
I. THE ON -SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM FOR BOTH 8 SEELYE RD
AND 12 SEELYE RD. SHALL BE A MOUNDED SOIL ABSORPTION SYSTEM.THE BASIS OF
DESIGN FOR THE SYSTEM IS AS FOLLOWS:
DESIGN STANDARDS
NYSDOH APPENDIX 75A
NUMBER OF BEDROOMS
3
DESIGN WASTEWATER FLOW RATE
330 GPD
SEPTIC TANK MIN CAPACITY
1000 GAL.
SEPTIC TANK CAPACITY PROVIDED
1000 GAL.
IN -SITU SOIL DESIGN PERC. RATE
6-7 MIN./IN.
IN -SITU SOIL APP. RATE
1.0 GDP/SQFT
BASAL AREA MIN.
330 GPD/1.0 GPD/SQFT
= 330 SOFT
BASAL AREA PROVIDED
[((42'-0" + 90'-0")/2) X 32'-0" + (10'-0" X
42'-0"A = 2,532 SOFT
MOUND FILL DESIGN PERC. RATE 6-7 MIN./IN.
MOUND FILL APP. RATE 0.8 GPD/SQFT
ABSORPTION BED AREA MIN. 330 GPD/0.8 GPD/SQFT = 413 SOFT
ABSORPTION BED AREA PROVIDED 42'-0"L X 10'-0"W = 420 SQFT
PLUMBING FIXTURES MAX. 1.6 GAL./FLUSH WATER CLOSET
PUMP DESIGN BASIS:
DOSE VOL. 110 GAL.
FLOW RATE 33 GPM
TDH 37'
PUMP RUN TIME ±3 MIN./DOSE
2. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT
CONFORMANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE
DRAWINGS, ALL N.Y.S. DEPT. OF HEALTH AND TOWN OF QUEENSBURY REQUIREMENTS.
3. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SUMP PUMPS, ROOF DRAINS,
WATER TREATMENT SYSTEM BACKWASH, AND NON -CONSERVING WATER FIXTURES IS
PROHIBITED. ADDITIONALLY, LAWN IRRIGATION SYSTEMS SHALL NOT BE INSTALLED
61
e::;:4'-O" I.D. PRECAST CONC. PUMP STA.
4"0 SOLVENT WELDED
SCH. 40 PVC SEWER PIPE.
SLOPE @ 1/4"/FT. MIN AT
ALL LOCATIONS. '
�N 28°42'39" E
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-5.20 SEWER FORCE MAIN 2� 12.32'
(10' MIN.
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10' MIN. ) -
FUJI ENHANCED
-5.30 TREATMENT UNIT /
MODEL CE5 D cN PROPOSED °
ti I c,+°N RESI��EN
EXISTING _110.00' cNn
v RESIDENCE0
0'MIN. / I`
±13.00'
'I (20' MIN.)
LO
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TREATMENT UNIT-5.30�chi
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/ 4'-0" I.D. PRECAST 8 132• 15'
CONC. PUMP STA.
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TOPOGRAPHIC INFORMATION BEYOND
SURVEY BOUNDARIES WAS OBTAINED FROM
NYS OFFICE OF INFORMATION TECHNOLOGY
SERVICES GIS PROGRAM OFFICE
5 1 112" SDR 21 PVC
ABOVE THE ABSORPTION FIELD AREA.
4. INSTALL FUJI CE5 AT THE LOCATION SHOWN ON THE DRAWINGS IN ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOUND IN CONTRACTOR
INSTALLATION MANUAL RESIDENTIAL AND COMMERCIAL SYSTEMS, DATED NOVEMBER,
2022. TREATMENT UNIT SHALL BE PLACED WITHIN A HEAVY DUTY TRAFFIC -TYPE 1000
GAL PRECAST CONC. SEPTIC TANK WITHOUT AN INTERIOR BAFFLE. LIFT RESTRAINTS
WILL BE INSTALLED ON THE TREATMENT UNIT. TANK EXCAVATION SHALL EXTEND 12-18"
LONGER AND WIDER THAN TANK. SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON
THE SIDES OF THE FUJI UNIT TO BRING THE SURROUNDING GROUND TO GRADE.
5. THE PUMP STATION SHALL BE A TRAFFIC RATED 4'-0" I.D. PRECAST CONC. MANHOLE
WIITH A MINIMUM INTERIOR HEIGHT OF 8'-1" AS MANUFACTURED BY FORT MILLER CO.
SET STRUCTURE ON LEVEL STONE AS INDICATED. ALL SURFACES SHALL BE SEALED
WITH THE MANUFACTURERS STANDARD SEALANT.
6. THE EFFLUENT PUMP SHALL BE A ZOELLER PUMP COMPANY MODEL 140 SUBMERSIBLE
EFFLUENT PUMP, 1.5 HP, SINGLE PHASE, 115 VOLT OR APPROVED EQUIVALENT.
7. FLOAT CONTROL SWITCHES SHALL BE ZOELLER PUMP COMPANY PIGGYBACK VARIABLE
LEVEL FLOAT SWITCH, FIRMLY MOUNTED TO THE PUMP PIT STRUCTURE.
8. PUMP CONTROL PANEL SHALL BE A ZOELLER SIMPLEX ELECTRICAL CONTROL PANEL
UNIT, OR EQUIVALENT, INCLUDING NEMA 4X WATERTIGHT ENCLOSURE, AUDIBLE AND
VISUAL ALARMS FOR HIGH WATER, RUN INDICATOR LIGHTS, AND MANUAL OPERATION
SWITCHES, PUMP CONTROL PANEL SHALL BE INSTALLED IN A CONSPICUOUS LOCATION
WITHIN BUILDING OR ON A PPT POST PROXIMAL TO PUMP STATION.
9. ALL ELECTRICAL WIRING SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE AND STATE AND LOCAL REQUIREMENTS. ALL CONDUIT BELOW GRADE
SHALL BE SCHEDULE 40 PVC CONDUIT WITH APPROPRIATE FITTINGS.
10. FORCE MAIN PIPING SHALL BE A 1 112"0 SDR 21 PVC PIPE (PRESSURE RATING OF 160 PSI)
WITH GASKETED JOINTS AND FITTINGS. FORCE MAIN PIPING SHALL BE INSTALLED TO
DRAIN BACK FROM THE MOUNDED SOIL SYSTEM TO THE PUMP STATION WITHOUT SAGS
OR HUMPS.
11. BUILDING AND GRAVITY SEWER PIPING SHALL BE SOLVENT WELDED SCH. 40 PVC PIPE.
INSTALL SEWER PIPING AT A UNIFORM SLOPE BETWEEN DESIGNATED LOCATIONS WITH
NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL SEWER PIPING SHALL BE 1/4"/FT.
(2%) UNLESS OTHERWISE INDICATED.
12. DISTRUBUTION LATERALS SHALL BE 1 112"0 SDR 21 PVC PIPE WITH (12) I/4" ORFICES
SPACED 4'-0" O.C. DISTRIBUTION LATERALS SHALL BE INSTALLED LEVEL.
13. REMOVE ALL TOPSOIL, STUMPS, AND ORGANIC MATERIAL FROM THE DISPOSAL SYSTEM
AREA. AFTER EXCAVATING THE BASAL AREA TO THE LIMITS AND DEPTHS INDICATED,
THE WALLS AND FLOORS OF THE BASAL AREA SHALL BE CLEANED AND RAKED TO
ACHIEVE AN EVEN SECTION AND TO LOOSEN SMEARED AREAS.
14. NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS
OF THE DISPOSAL FIELD AFTER FILL MATERIAL HAS BEEN PLACED BOTH DURING OR
AFTER CONSTRUCTION.
15. PLACEMENT OF THE SAND FILL SHALL BE AS SHOWN AND CARE SHALL BE TAKEN TO
FM
2.0 +
NOTE: PROPOSED MOUND SYSTEM SERVICING THE RESIDENCE AT 12
SEELYE ROAD NORTH SHALL BE INSTALLED IN ACCORDANCE WITH
THESE DRAWINGS AND THE AGREEMENT BETWEEN GERALDINE M.
EBERLEIN AND DAVID K. RIES AND THERESA MARINELLO RIES,
DATED SEPTEMBER 7, 2023
AVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND. THE FILL
MATERIAL SLOPE SHALL NOT EXCEED ONE VERTICAL TO THREE HORIZONTAL.
16. FILL MATERIAL FOR THE MOUND SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS:
- 10% MAX. PASSING A #200 SIEVE
- 15% MAX. BEING RETAINED BY A 112 INCH MESH SIEVE
- 25% MIN. RETAINED BY A #35 SIEVE TO #10 SIEVE
- EFFECTIVE GRAIN SIZE OF 0.15MM - 0.30MM
- COEFFICIENT OF UNIFORMITY OF 4-6
17. FILL SHALL BE MECHANICALLY COMPACTED IN APPROX. 8" LOOSE LIFTS WITH TRACK
TYPE EQUIPMENT TO ACHIEVE AN IN PLACE PERCOLATION RATE OF 6-7 MIN. PER INCH.
THE FINAL PERCOLATION RATE SHALL BE VERIFIED BY THE ENGINEER PRIOR TO
INSTALLATION OF THE ABSORPTION FIELD.
18. THE ABSORPTION BED AGGREGATE SHALL CONSIST OF 3/4"-I 112" WASHED GRAVEL OF
CRUSHED STONE.
19. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL. THE ABSORPTION BED
AGGREGATE SHALL BE COVERED BY A PERMEABLE NON -WOVEN GEOTEXTILE FABRIC.THE
GEOTEXTILE FABRIC SHALL BE COVERED WITH PERMEABLE SOIL BACKFILL.
20. TOPSOIL AND SEED THE MOUND AREA AND ALL OTHER DISTURBED AREAS IMMEDIATELY
AFTER CONSTRUCTION.
21. SUBMITTALS: THE CONTRACTOR SHALL SUBMIT THE FOLLOWING ITEMS FOR REVIEW BY
THE ENGINEER. SUBMITTALS SHALL BE TRANSMITTED ELECTRONICALLY. NO
FABRICATION OF THESE ITEMS SHALL BE PERMITTED UNTIL THE SUBMITTALS HAVE
BEEN REVIEWED AND ACCEPTED:
A. PRECAST CONCRETE PUMP STATION
B. PRECAST CONCRETE SEPTIC TANK
C. FUJI ENHANCED TREATMENT UNIT
D. EFFLUENT PUMP
E. PUMP CONTROL PANEL
F. FLOAT SWITCHES
G. MOUND FILL MATERIAL
22. NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF CONSTRUCTION:
A. DURING INSTALLATION OF THE FUJI ETU
B. TO PERFORM PERCOLATION TESTS OF THE FILL MATERIAL AT THE BORROW
PIT.
C. TO INSPECT MOUND SITE PREPARATION PRIOR TO PLACING FILL MATERIAL.
D. TO PERFORM PERCOLATION TEST ON THE FILL MATERIAL DURING
INSTALLATION.
E. UPON INSTALLATION OF THE SEPTIC TANKS, PUMP STATION AND PUMP, AND
DURING ABSORPTION BED INSTALLATION WHILE DISTRIBUTION LATERALS ARE
EXPOSED TO TEST PUMP PERFORMANCE.
23. UPON COMPLETION OF CONSTRUCTION THE CONTRACTCR SHALL PREPARE A MAP OF
i
1 WETLAND/LAKE SEPARATION DIAGRAM
AS -BUILT CONDITIONS INDICATING A MINIMUM OF TWO TIE DIMENSIONS FROM ADJACENT
CORNERS OF THE RESIDENCE TO THE SEPTIC TANK INLET AND OUTLET COVERS AS WELL
AS THE PUMP TANK.
24. EXISTING WASTEWATER TREATMENT SYSTEM COMPONENTS INDICATED TO BE
ABANDONED SHALL BE ABANDONED IN PLACE BY PUMPING AND CLEANING TO REMOVE
ALL EXISTING WASTEWATER MATERIAL AND COLLAPSING THE EXISTING COVERS AND
FILLING THE REMAINING VOID WITH COMPACTED GRANULAR FILL. SHOULD THE
CONTRACTOR ELECT TO REMOVE THE EXISTING COMPONENTS FROM THE SITE, ALL
MATERIALS INCLUDING SOIL EXTENDING 2 FT. FROM THE ABSORPTION FIELD PERIMETER
SHALL BE REMOVED AND DISPOSED OF AT A NYSDEC CERTIFIED SOLID WASTE HANDLING
FACILITY.
NOTE: NEIGHBORING POTABLE WATER
WELLS WITHIN 100' OF THE PROPERTY
LINES NEAR THE PROPOSED
ABSORPTION FIELD AERA WERE NOT
OBSERVED DURING A SITE VISIT BY
STUDIO A ON AUGUST 24, 2022.
NOTE: PARCELS 227.17-1-25 AND
227.17-1-24 ARE SUPPLIED WITH LAKE
WATER
SCALE: 1" = 70'-0"
LEGEND
PROPERTY LINE
MEAN HIGH WATER LINE
FORCEMAIN
FM
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
FROM LIDAR
EXISTING MINOR CONTOURS
FROM LIDAR
860
PROPOSED MAJOR CONTOURS
862
PROPOSED MINOR CONTOURS
GRAPHIC SCALE 1-
20 0 10 20 40 O;�
s
INCH = 20 FEET
ON 24" X 36" SHEET
MAP REFERENCE:
BASE SURVEY INFORMATION OBTAINED FROM -MAP OF A SURVEY MADE FOR GERALDINE
EBERLEIN TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. CREATED BY VAN DUSEN &
STEVES LAND SURVEYORS DATED JANUARY 5, 2020.
DIG SAFF NOTF-
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
studio
LANDSCAPE ARCHnECNRE I ENGFNEERING I PUNNNG
STUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STAT
EDUCATION LAW FOR ANY PERSON, UNLES
THEY ARE ACTING UNDER THE DIRECTION OF
LICENSED PROFESSIONAL ENGINEER
ARCHITECT, LANDSCAPE ARCHITECT, OR LAN
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY
IF AN ITEM BEARING THE STAMP OF
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
OTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION
AND SPECIFIC DESCRIPTION OF TH
ALTERATION.
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DATE: 5/9/2023
PROJECT NO.
21113
DRAWING NO.
L-3,10
DWG 3 OF 5
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FRENCH DRAIN DETAIL
UNPAVED AREAS 1 PAVED AREAS
D+
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PIPE TRENCH DETAIL
TOPSOIL & SEED
PAVEMENT
SUBBASE
- BURIED TRACER WIRE/WARNING TAPE
- COMPACTED BACKFILL
- CLEAN SAND OR GRAVEL MATERIAL
SHALL BE CLEANED OF ROCK
GREATER THAN I" IN DIAMETER.
18" MIN. HAND TAMPED
- BEDDING SAND
4" BEDDING HAND TAMPED
PIPE, CENTERED IN TRENCH, SEE
PLANS FOR SIZE CENTERED IN TRENCH,
SEE PLANS FOR SIZE AND TYPE
UNDISTURBED SOIL
SCALE: N.T.S.
DIST. LAT. C
DIST. LAT.
2'-6"
5'-0", TYP.
TYP.
FIN. GRADE EL. 329.3
NON -WOVEN
"
GEOTEXTILE FABRIC
B/BED EL. 327.5'
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NYSDOT #2 AGGREGATE
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SURROUNDING PIPE
MOUND SYSTEM
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GEOTEXTILE FILTER FABRIC
"0 TO I z"0 CRUSHED STONE.
SAND, SEE NOTE #16
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STONE SHALL BE WASHED PRIOR
4"0 PERFORATED HDPE PIPE
ON SHEET L-3.10. J..
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BACKFILL WITH CLEAN SANDY
TO PLACEMENT
TO DAYLIGHT WHERE SHOWN
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LOAM FILL MATERIAL FREE
1.5"0 SDR 21 PVC DISTRIBUTION
ON PLANS
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OF ORGANIC MATTER AND
LATERAL W/ (12) 4"0 DRILLED
STONES LARGER THAN 2" IN
PERFORATIONS @ 4'-0" O.C.
_
=' ANY DIMENSION.
INSTALL ORIFICE SHIELD @ EA.
- -
=ALTERNATIVELY, MOUND FILL
PERFORATION. PERFORATIONS
-- _
-- - MATERIAL CAN BE USED.
SHALL BE FACING DOWN, TYP.
SCALE: N.T.S. /1 ABSORPT�ON�B�DD ETAIL
SCALE: N.T.S.
±90'-0"
(2) 1 1/2"0 X 371 SDR 21 PVC
DISTRIBUTION LATERAL W/ (9) 1/4"0
ORIFICES DRILLED @ 4' O.C.
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16'-0" MIN. o +32'-0"
N 10
I -
2'-6", TYP. 1 1/2"0 SDR 21 PVC
SEWER FORCE MAIN
p FM FM FM
N I Lo
FROM PUMP
STATION
1 1/2"0 X 51 MANIFOLD
5
-5.20 ABSORPTION AREA
EDGE OF SAND FILL
SEE WASTEWATER
TREATMENT SYSTEM
NOTE #16 & #17, DWG L-3.10
42'-0"
PLAN VIEW
6" TOP SOIL
PERMEABLE GEOTEXTILE FABRIC
1.5"0 DISTRIBUTION LATERAL
4
C-7.10 ABSORPTION AREA
SAND FILL
SEE WASTEWATER TREATMENT
SYSTEM NOTE #16 & #17, DWG L-3.10 �� " _� �`
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1.5"0 X 2"-0" HIGH STANDPIPE, TYP. UPON
COMPLETION OF INSPECTION BY ENGINEER, CUT
STANDPIPE TO A MIN OF 6" BELOW FIN. GRADE,
AND INSTALL PRESSURE RATED CAP TO BE USED AS A
FUTURE CLEANOUT, IF REQUIRED
PERMEABLE SOIL
8
PLOWED TOPSOIL LAYER
PROFILE VIEW
MOUNDED WASTEWATER TREATMENT DETAIL
2"0 SCH 40 PVC VENT PIPE.
EXTEND PIPE TO BUILDING, 2'-0"
ABOVE ROOF LINE, PROVIDE
RAIN CAP.
NEMA 4 JUNCTION BOX MOUNTED ON
PPT POST OR ON BUILDING WALL
2'-0" ABOVE GRADE.
CONDUITS FOR POWER SUPPLY AND -
CONTROL WIRING TO PUMP ALARM &
CONTROLLER PANEL IN ADJOINING BLDG.
FLOAT WIRE BRACKET.
4"0 SOLID PVC
PIPE FROM SEPTIC TANK.
SLOPE @ 1/4"/FT.
EL. AS REQ'D.
MAX. STORAGE
VOLUME EL.
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SCALE: N.T.S.
26"0 MANHOLE COVER AND FRAME. NEENAH MODEL
R-1773-A @ OPENING ABOVE PUMP ONLY.
MANUFACTURER'S STANDARD CONC. COVER @
SECOND OPENING.
PRECAST CONC. GRADE
/ RINGS. AS REQ'D.
10
4" THICK X I'-6"W ''
ANTI -FLOTATION COLLAR
#2 CRUSHED STONE
PLACED ON AND WRAPPED
WITH GEOTEXTILE FABRIC.
NOTES:
I. PUMPING STATION IS SHOWN AS DIAGRAMMATIC ONLY.
2. THE USE OF A 4'-0"0 PRECAST CONCRETE WELL CASING AS MANUFACTURED BY THE FORT
MILLER COMPANY, FOR THE PUMP STATION STRUCTURE IS ASSUMED. THE INTERIOR HEIGHT
SHALL BE A MINIMUM OF 8'-1". NOTIFY THE ENGINEER IMMEDIATELY IF ACTUAL DIMENSIONS
FOR THE STRUCTURES DIFFER FROM THESE VALUES.
PUMP STATION DETAIL
1,000 GAL. PRECAST CONC.
SEPTIC TANK
DISCONNECT.
1 1/2" GLOBE VALVE.
1 1/2"0 HDPE PIPE FORCE MAIN
TO D-BOX
SCH. 80 PVC TO HDPE PIPE
ADAPTER.
GROUT FOR WATERTIGHT
SEAL, (TYP.)
DRILL 1/4"0 BLEED HOLE ABOVE
CHECK VALVE.
CHECK VALVE.
1 1/2"0 DISCHARGE PIPE.
EFFLUENT PUMP.
UNDISTURBED SOIL.
PUMP STATION VOLUMES
DIMENSION "A'
17.1 IN.
VOLUME
134.1 GAL.
DIMENSION "B"
56.2 IN.
VOLUME
440 GAL.
" STORAGE VOLUME > I DAY DESIGN FLOW.
SCALE: N.T.S.
studio
LANMAPE ARCHRECIl I ENGINEERING I PUNMNG
STUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STAT
EDUCATION LAW FOR ANY PERSON, UNLES
THEY ARE ACTING UNDER THE DIRECTION OF
LICENSED PROFESSIONAL ENGINEER
ARCHITECT, LANDSCAPE ARCHITECT, OR LAN
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY
IF AN ITEM BEARING THE STAMP OF
ICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION 'ALTERED BY' FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
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DATE: 5/9/2023
PROJECT NO.
21113
FDRAW.INGN0.
5.20
DWG 4 OF 5
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22.5"
TUFTITE BOX''
PLAN VIEW
TUFTITE BOX PLACED ON STONE
PAD, TO PROMOTE DRAINAGE AWAY
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FROM COMPRESSOR. DO NOT
INSTALL UNDER DRIPLINE OF ROOF.
CD
AIR COMPRESSOR
PATIO BLOCKS
STONE PAD
CAPILLARY AIR LINES
TO CONTROL PANEL
3/4"0 AIR LINE TO FUJI
AIR COMPRESSOR INSTALLATION
N.T.S.
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PLAN VIEW
SECTION A -A VIEW
FUJI DIMENSIONS
N.T.S.
INSTALL ONE DEDICATED 115 VOLT, 20 AMP
ISOLATED ELECTRIC CIRCUIT FROM THE MAIN
_ ELECTRICAL SERVICE TO FUSION PANEL. WIRE
COMPRESSOR DIRECTLY INTO CONTROL PANEL.
FUJI ALARM/CONTROL PANEL
DWELLING FUJIMAC UL AIR PUMP MODEL 80RII
INSTALL TUFTITE BOX ON STONE PAD, TO
PROMOTE DRAINAGE AWAY FROM PUMP.
DO NOT INSTALL UNDER ROOF DRIPLINE.
24" X 18" X 6" STONE PAD
a
3/4"0 AIRLINE TO FUJI UNIT.
CLEANOUT
FLOW r\
I BUILDING SEWER LINE
CONTRACTOR/INSTALLER MUST READ &
FOLLOW INSTRUCTIONS & PROCEDURES
CONTAINED IN FUJI INSTALLATION
MANUAL.
FUJI UNIT VENTS THROUGH HOUSE
VENT SYSTEM. FOR HOUSES WITH
HOUSE TRAPS INSTALLED, VENT
SYSTEM SEPARATELY THROUGH VENT
HOLE IN TANK.
FUJI CE5 TYPICAL PROFILE
N.T.S.
FUJI ENHANCED TREATMENT UNIT DETAIL
SEE UPLIFT
RESTRAINT DETAIL
!A
UPLIFT RESTRAINT
N.T.S.
FINISH GRADE
FLOW
10,000 LB RATED NYLON
STRAP, TYP.
1/4" SSTL CABLE SECURED BY
SSTL CLEVICES, TYP. CLEVICE
ATTACHES TO NYLON STRAP
3/8"X 12"XI
1/4" SSTL EYE
HOOK, TYP.
CONC. TANK BOTTOM
26"0 MANHOLE COVER AND FRAME.
NEENAH MODEL R-1773-A, TYP.
PRECAST CONC. GRADE
RINGS AS REQ'D
MANUFACTURERS STANDARD RISER AND COVER.
APPLY SILICONE SEALANT FULLY AROUND EACH
RISER SECTION PRIOR TO SECURING WITH
SUPPLIED SCREWS, TYP.
NYLON STRAP WITH MIN. 10,000 LB. RATING
CENTERED BETWEEN TANK LIDS, TYP.
CUSTOM PRECAST CONC. TANK. SEE
TANK DETAIL .
FILL VOIDS IN CONC. TANK WITH GRANULAR
BACK FILL MATERIAL. COMPACT IN 6" LIFTS.
4" THICK X I'-6"W ANTI
FLOTATION COLLAR, TYP.
8 INCHES OF NO. 2 CRUSHED STONE
PLACED ON AND WRAPPED WITH
GEOTEXTILE FABRIC
UNDISTURBED SOIL
0
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4" THK. X 1'-6" W CONCRETE
ANTI FLOTATION COLLAR
CUSTOM PRECAST CONC. TANK DIMENSIONS
N.T.S.
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TYP.
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LANDSCAPE ARCHIIF E I L3 GWERING I PLANNING
STUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
T IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF
LICENSED PROFESSIONAL ENGINEER
ARCHITECT, LANDSCAPE ARCHITECT, OR LAN
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY
IF AN ITEM BEARING THE STAMP OF
ICENSED PROFESSIONAL IS ALTERED, TH
ALTERING LICENSED PROFESSIONAL SHAL
STAMP THE DOCUMENT AND INCLUDE TH
NOTATION 'ALTERED BY' FOLLOWED BY THEI
SIGNATURE, THE DATE OF SUCH ALTERNATION
AND SPECIFIC DESCRIPTION OF TH
ALTERATION.
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DATE: 5/9/2023
PROJECT NO.
21113
WING NO.
rL
—5.30
DWG 5 OF 5