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WASTEWATER-SEWER\Set PI)Conway—Replacement with Toe of Slope of Raised Bed to Wetland and Property Lane—ETU—In APA-5-20-2024
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF JAMES CONWAY
RESOLUTION NO.: 92024
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, James E. Conway, on behalf of the James E. Conway Revocable Trust, , has
applied to the Local Board of Health for variances from Chapter 136 to install a replacement onsite
wastewater treatment system with its toe of slope of raised bed system to be located:
1. 2' from the property line in lieu of the required 10' setback; and
2. 35' from the wetland in lieu of the required 100' setback;
on property located at 10 Antler 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, June 3rd, 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider James E. Conways's sewage disposal variance application concerning
property located at 10 Antler Road in the Town of Queensbury(Tax Map No.: 240.9-1-2) 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 20t'day of May, 2024,by the following vote:
AYES
NOES
ABSENT:
f-
SEPTIC VARIANCE Office Use Only
�
-�: -- Permit#:
APPLICATION Permit Fee:$
Town of Cxuccns6ury
Invoice#:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queensbury.net Approvals:
9, et.,
Submittal: 1 (one) original & 8 copies of the completed application pp)kage
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EM VIL
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Section 1: �0�������\G °
Contact Information: "� • Q<��Os
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Property Owner(s): James Conway Owner's Agent: The Environmental Destgr`p y rGhiafq
Address: 10 Antler Road Address: 900 NY-146
Queensbury, NY 12820 Clifton Park, NY 12065
Phone#: (518) 852-5031 Phone#: (518) 371-7621
Email: Igsou161@gmail.com Email: bferguson@edpllp.com
Section 2:
Site Information:
Site Address: 10 Antler Road, Queensbury NY Tax ID#: 240.9-1-2
Directions to Site: Turn left off of Cleverdale Road onto Antler Road (private road). House is last house on the road.
Section 3:
Distance from well on property to septic system (if applicable) 110 feet
Section 4:
Is it possible to install a conforming septic system on this property? ❑Yes Q 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? ❑Yes ❑� No If NO, please explain: Will need variances for property line setback and wetland setback.
Section 6:
Is the proposed system to be installed under a parking area? ❑Yes ❑i 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.): Toe of slope of raised bed system proposed to be 2'from property line in lieu of
the required 10'. Toe of slope of raised bed system proposed to be 35'from
Septic Variance Application wetland in lieu of the required 100'. Revised December2021
Section 8: •
List the names, parcel addresses,and tax map numbers of all adjoining property owners. You may obtain this
information from theTown of O.ueensbury's.Assessor's:Office:
North Name Elizabeth T Abkin QPRT
Address 6 Antler Road
Tax Map ID 240.9-1-3
South Name Raymond H Kraft Jr
Address State Route a.
Tax Map ID 240.9-1-1
East Name, Raymond H Kraft Jr
Address 25 Cleverdale Road
Tax Map ID 240.9-1,-16.11
West Name
Address
Tax:Map tiO
Section 9:
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
10 MO t
er Road I/We realize that putting the well,septic tank or leaching system less than the required feet
from the property line/wetland may increase the risk of pollution.
Owner—Print Name: James Conway
r��' "''� Date:
Owner�Signature: .� �.
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:
Revised December 2021
Septic Variance Application •
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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 j
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.: James Conway
The Environmental Design Partnership
10 Antler Road
Designates: as agent regarding the Septic Variance for
Site Address: 10 Antler Road Queensbury NY 12820
Tax Map#: 240.9-1-2
En ineerin •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
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building
and nd codein,the
e
Enforcement Officers and Town Engineer to enter the subject.properties for the purpose of reviewingoche
.a..application-submitteri,
Pleas a Note: Other permits may be required for construction or alteration activity subsequent to approval b
the Town Board of-Health. It is the applicant's responsibility to obtain any additional permits. p y
Official Meetin Minutes Disclosure: It is the practice of the Town Board of Health to have a
stenographer tape record the proceedings of the meetings resulting from the application, designated
minutes transcrihed from r nco.t•aF,oc�Qnstitiwl•n the and that the
doseofficial record of all prnraarlinac-
--between such record and the.handwritten minutes taken by the designated stenographer,�the handwrittennr,,.
minutes shall bedeemed-the'official record. en
I,the undersigned, have thoroughly read and understand the instructions for submission; a re
submission requirements and completed checklist: g e to the
-OWNER—PRINT NAME:
ual11es Conway
OWNER—SIGNATURE: .
DATE:
AGENT—PRINT NAME: join .BELL —
AGENT—SIGNATURE:
DATE: 5 9 r
Septic Variance Application.
•
Revised December.2021
SITE
SITE LOCATION MAP
SCALE: 1" = 2000'
WASTEWATER SYSTEM — BASIS OF DESIGN
REGULATORY AUTHORITY. TOWN OF QUEENSBURY
DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (IONYCRR APPENDIX 75-A), WASTEWATER
TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEM. TOWN OF QUEENSBURY ORDINANCE - CHAPTER
136: SEWERS AND SEWAGE DISPOSAL - PART 1, ON -SITE SEWAGE DISPOSAL SYSTEMS
PROJECT DESCRIPTION: THE PROPOSED WASTEWATER SYSTEM TO SERVE A PROPOSED FOUR (4) BEDROOM
RESIDENCE SHALL CONSIST OF AN EXISTING 1,250 GALLON PRECAST CONCRETE SEPTIC TANK, EFFLUENT PUMP
TANK, WITH EFFLUENT PUMPED TO A ELJEN MODULE RAISED BED WITH 3 4" DISTRIBUTION LATERALS
PROJECTED FLOWRATE. BASED ON A FOUR (4) BEDROOM COUNT AND NYS DON STANDARDS FOR POST 1991
WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 440
GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE '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 /S ONE 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.
FT O.C. REQUIRED FILL SOILS (QUEENSBURY RED DIRT) SHALL BE IMPORTED TO CREATE A SUITABLE SOIL
TRANSITION TO THE NATIVE SOIL. CONTRACTOR TO PROVIDE ENGINEER WITH SPECIFICATIONS FROM PIT PRIOR
TO CONSTRUCTION.
,SOILS ANALYSIS — PERC TEST DATA
MARCH 25, 2024
THE FOLLOWING PERCOLATION TESTS WERE
PERFORMED BY ENVIRONMENTAL DESIGN PARTNERSHIP.
PERCOLATION TESTS WERE COMPLETED AT 10" DEPTH.
PETAL
OBSERVED AT 15 MIN/IN
PTa
OBSERVED AT 120 MIN/IN
SOILS ANALYSIS — TEST PIT DATA
MARCH 25, 2024
TEST PITS WERE EXCAVATED /N THE VICINITY OF THE PROPOSED
WASTEWATER SYSTEM AND LOGGED BY JOHN BELL, PE THE SOIL
LOGS OF THESE EXCAVATIONS ARE AS FOLLOWS:
TEST P/T j - NORTHEAST CORNER OF FRONT YARD
O - 4" ORGANIC MATERIALS, TOPSOIL
4" - 8" BROWN SILT LOAM WITH LITTLE SAND AND GRAVEL
8" - 12" BROWN SILT LOAM WITH GRAVEL
12" - 24" GRAY SILTY CLAY LOAM WITH SOME GRAVEL
GROUNDWATER OBSERVED AT 12" BELOW GROUND SURFACE
LEDGE ENCOUNTERED AT 24" BELOW GROUND SURFACE
VARIANCE REQUEST:
THE PROPOSED LOCATION OF THE PROPOSED WASTEWATER REPLACEMENT WILL BE POSITIONED SO THAT IT WILL
NOT BE IN CONFORMANCE WITH BUILDING STANDARDS, THE PROPOSED WASTEWATER SYSTEM REQUIRES MULTIPLE
VARIANCES AS DESCRIBED BELOW. VARIANCE REQUESTS TO THE TOWN OF QUEENSBURY WILL BE REQUIRED FOR
THE FOLLOWING:
V-1: TOE OF SLOPE OF RAISED BED SYSTEM TO WETLAND - REQUESTING 35' IN LIEU OF THE REQUIRED 100' \
V-2: TOE OF SLOPE OF RAISED BED SYSTEM TO PROPERTY LINE - REQUESTING 2' IN LIEU OF THE REQUIRED 10' _
PRESSURIZED DISTRIBUTION NET
FORCE MAIN — 2" SDR FORCE MAIN
ELEVATION HEAD — 10'
DISTRIBUTION LATERAL — 4"
ORFICE SIZE — 4"
ORFICE SPACING — 4'
ORFICE PER LATERAL — 8
PUMP OPERATING POINT 50 GPM AT 10 FT HEAD
THE PROPOSED ABSORPTION FIELD WAS DESIGNED /N ACCORDANCE WITH
NYSDOH APPENDIX 75A AS FOLLOWS
DESIGN PERCOLATION RATE = 15 MIN/lN
TOTAL BEDROOM COUNT = 4
DESIGN FLOW = 110/GAL/DAY/BR
110 X 4 = 440 GAL/DAY
PEAK FLOW- 440 GPD = 0.31 GPM X 4.41 PEAKING FACTOR = 1.35 GPM
APPLICATION RATE = 0.80 GAL/DAY/SF
REQUIRED ELJEN GSF MODULES = 23 MODULES
PROPOSED ELJECT GSF MODULES = 24 MODULES
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\\ HOUSE
ADJACENT WELL WELL WA TER
SUPPL Y
100' ADJACENT WELL SETBACK
33g
33 s 4�5 ?3e 33j�
332 —
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\ 1 % \ ALO EXISTING FIELD, CONTRACTOR TO REMOVE REMNANTS
0 OF ANY AND ALL LEACH FIELD, DISTRIBUTION BOX
ROCK OUTCROPPING EXISTING \\ COMPONENTS AND REMOVE/DISPOSE OF SAFELY OFF -SITE
4—BEDROOM
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HOUSEHOLD 2a7 1
WELL WATERY�
SUPPLY
\ EXISTING DISTRIBUTION BOX
REMOVED TO BE
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EXISTING WELLEXISTING
I
i' TO BE REMOVEDNT PIPE
EXISTING 1,250—GALLON SEPTIC
TANK TO REMAIN
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APPROXIMATE LOCATION OF
EXISTING DRILLED WELL AT
25 CLEVERDALE ROAD
WOOD FRAME
HOUSE
� EXISTING CONDITIONS AND REMOVALS PLAN "f
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PROPOSED WASTEWATER SYSTFAA RFPI A(`FMFNT CITE PI AN
11. = 10'
PERMIT DRAWING NOT INTENDED FOR CONSTRUCTION
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CHECK BY
EDP PROJECT NUMBER
14189
HE ALTERAIM OF MSE DOCiMEWS W ANY WAY,
XWE UNDER 7HE DIRECT SUPERWSOV OF A COMPARABLE
(LE) ENDINEER FOR AN ENONEM
ANDSCAPE ARCHITECT FOR A LANDSCAPE ARLTN7ECT CR
YEYCR FOR A SUR YM IS A NOLA7/0N OF THE NEW
VRK STATE EDI/CARCN LAW AND/CR REM""WS AND IS
A ( ASS A' MISDEMEANOR.
REVISION
DATE
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SHEET TITLE:
WASTEWATER
REPLACEMENT
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GENERAL SANITARY NOTES.
1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION.
2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET.
3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS SHALL
BE 20 FEET.
4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED SYSTEMS)
SHALL BE 10 FEET.
5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET.
6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE.
7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER):
A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION.
B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL.
C) PRIOR TO BACKFILLING BED AREA.
D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM.
8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2" DIAMETER.
9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY
SMEARED SOIL SURFACES.
10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE
UTILIZED FOR THE ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS.
11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT GARBAGE
GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION
FOR NECESSARY MODIFICATIONS.
12. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC
SYSTEM.
13. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING
CONSTRUCTION.
14. AS PER NEW YORK STATE INDUSTRIAL CODE 53. CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER
UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING,
EXCAVATING, DRIVING POSTS, ETC.
FILL SYSTEA/S STANDARD NOTES --
A. IN THIS CASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION. OR SOIL
PERCOLATION TESTS PROVE THAT THE QUALITY AND DEPTH OF NATURAL SOIL
IS INADEQUATE FOR AN INSTALLATION, A FILL SYSTEM MAY BE UTILIZED,
PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET. FINAL APPROVAL OF FILL
SYSTEMS SHALL NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE
SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE PROVISIONS OF THIS
ORDINANCE.
S. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY W17H THE
FOLLOWING SPECIFICATIONS:
1. THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL
(THREE (3) FEET WI774/N 1000 FT OF LAKE GEORGE) OVER AN IMPERVIOUS
LAYER.
2. THE MAXIMUM ALLOWABLE EXISTING 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, ROOTS AND OTHER PLANT FORMS SHALL BE REMOVED PRIOR TO 774E
PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFIED.
4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL
GRADED LOAMY SANDY GRAVELS, AND SHOULD CONTAIN A MAXIMUM OF TWELVE
(12) PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO SOLID
OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER AND THE FILL SHALL BE
ALLOWED TO STABILIZE NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE
MECHANICALLY COMPACTED. PERCOLATION RATE FOR FILL MATERIAL TO BE
WITHIN 1 TO 5 MINUTE CONTRACTOR TO VERIFY PERCOLATION RATE PRIOR TO
PLACING FILL.
5. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE (3)
FEET BETWEEN ANY TRENCH BOTTOM AND MAXIMUM HIGH SEASONAL
GROUNDWATER. THIS SEPARATION MUST BE THREE (3) FEET WITHIN 1000 FEET
OF LAKE GEORGE.
6. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL
SYSTEMS
7. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM
IN THE UP -SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO DIVER SURFACE
AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM.
B. THE TOP OF THE FILL OVER THE LEACHING FACIUTY SHALL BE CROWNED OR
SLOPED TO ALLOW NATURAL SURFACE RUNOFF, AND SEEDED.
9. SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN
DIVE (1) VERTICAL ON THREE (3) HORIZONTAL UNLESS RETAINED BY A
STONEWALL AS ORDERED BY ENGINEER
20"-#1
25" - #2
4" OUTLETS
12"MIN
COVER
_ INLET
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12"MIN
DIPF QFAI S (TYP)
•t UUILCIJ
PLAN VIEW
1 DISTRIBUTION
NOT TO SCALE
FINISHED GRADE
NOTE:
FORCE MAIN TO BE INSTALLED AT CONSTANT UPWARD SLOPE TO DISTRIBUTION BOX 0% MIN SLOPE AND
NO LOW SPOTS) IN ORDER TO ALLOW DRAIN BACK TO PUMP STATION BETWEEN PUMP CYCLES.
COAT INSIDE AND OUTSIDE OF TANK WITH BITUMINOUS COAT KOP 300 M OR EQUAL
HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN.
ALL FASTENERS MUST BE STAINLESS STEEL WITH COATED NUTS.
GRADE TO DRAIN AWAY 4' I.D.
FROM FRAME AND COVER -\
4' I.D. PRECAST
CONCRETE MANHOLE
WITH TOP SLAB BY FORT
MILLER OR EQUAL
FIX FLOAT BRACKET TO TOP OF
TANK OR RISER SECTION
ALL PIPE HOLES REQUIRE
FLEXIBLE CONNECTOR (WITH
STAINLESS STEEL BAND CLAMP)
BY LOCK JOINT, KOR-N-SEAL OR
EQUAL
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BAFFLE
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11 �1
COMPACTED'' CRUSHER RUN
OR -PEA GRAVEL
SECTION VIEW
1.5" EFFLUENT PIPE
FROM SEPTIC TANK.
SANITARY TEE
TIMER OVERRIDE
ALARM FLOAT
TIMER ENABLER FLOAT
12" MIN. #2
CRUSHED STONE
FOUNDATION
UNDISTURBED
SUBGRADE
NOTE:
-ALL PIPE CONNECTIONS TO
USE PRESSURE FITTINGS
30" FRAME AND COVER TO BE
HEAVY DUTY PLASTIC FRAME AND
-CONTROL PANEL TO BE A
COVER ASSEMBLY BY POLYLOK OR
TIME DOSE PANEL-SJE
EQUAL
RHOMBUS IFS SERIES OR
PRECAST PLASTIC RISER BY
EQUAL
POLYLOK OR EQUAL AS
NECESSARY
-FLOAT SETTINGS TO BE
DETERMINED BY THE ENGINEER
DURING WASTEWATER SYSTEM
STARTUP
FASTEN TO CONCRETE WITH
STAINLESS STEEL STRAP
AND BOLTS.
STAINLESS STEEL GUIDE
RAIL SYSTEM, GOULDS
MODEL A10-20 OR EQUAL
ELECTRICAL CONDUIT.
SIZE AND MATERIAL BY
ELECTRICIAN
STAINLESS STEEL DISCHARGE PIPE
ASSEMBLY, MODEL H2OS BY GOULDS OR
EQUAL. TO INCLUDE UNION AND GRATE
VALVE WITH SHUTOFF VALVE EXTENSION
2" PE FORCE MAIN
DRILL j" DIA. HOLE TO
ALLOW FORCE MAIN TO
DRAIN BACK BETWEEN PUMP
CYCLES.
DISCHARGE PIPE SYSTEM
WITH CHECK VALVE AND TEE
AS PER GOULDS MODEL
A10-20 GUIDE RAIL SYSTEM
CRUSHED STONE
BACKFILL TO SPRINGLINE
OF PIPE (TYP.)
TWO (2) GOULDS WE03L 3885
SERIES PUMPS OR APPROVED
- EQUALS, CONTRACTOR TO
CONFIRM WITH ENGINEER PRIOR
TO CONSTRUCTION
4' I.D. DUPLEX PUMP TANK
NOT TO SCALE
REMOVABLE COVER
4" OUTLET
HDPE PIPE SEALS (TYP)
NOTES•
1. D-BOX TO BE #1 OR #2 DISTRIBUTION BOX BY FORT MILLER OR EQUAL
2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. USE OF SPEED
LEVELING DEVICES IS REQUIRED.
3. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND
DISTRIBUTOR LATERALS SHOULD BE AT LEAST 1/32" PER FOOT.
4. BAFFLE IS REQUIRED.
5. D-BOX TO BE SET ON 12" MIN. COMPACTED CRUSHER RUN (ITEM #4) OR
PEA GRAVEL.
BOX
FINISHED GRADE
ELEV = 335.5' t
6" TOPSOIL
4" PERFORATED PIPE
EXISTING GRADE
DISTRIBUTION LATERALS SEE
PLAN FOR ORIENTATION AND
QUANTITY
4" DIA. PERFORATED
I--- LENGTH AND MODULE QTY AS PER SYSTEM DESIGN
TYPICAL ELJEN TRENCH SYSTEM.
NOT TO SCALE
6"-12" MIN 4" PERFORATED PIPE
SEED AND LOAM TO
PROTECT FROM EROSION
GEOTEXTILE
FABRIC
ELJEN GSF UNIT
ELJEN GSF CROSS SECTION
NOT TO SCALE
TOP OF EVEN
ELEV = 335.0' f ELJEN B43 MODULE,
REFER TO DETAIL
4' MIN. 4' MIN,
6"-12" MIN
SEED AND LOAM TO
PROTECT FROM EROSION
FILL ABSORPTION ELJEN SYSTEM - END VIEW
NOT TO SCALE
FILL MATERIAL PER FILL NOTES. PERC
RATE 1-5 MIN/IN
PERMIT DRAWING NOT INTENDED FOR CONSTRUCTION
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EDP PROJECT NUMBER
14189
HE AL7EPA7M OF 7htW DOCLUANAWASEMMMS AN ANY Y.
MVER 7NE DIRECT SUPERIISION OF A COMPARABLE
&XNEEN FOR AN ANGANMR,
ANDSCAPE .WCM7EiCT FOR A LANDSCAPE ARaftlECT OR
YEYOR FOR A SURVEYOR, IS A WMA770N OF 7HE NEW
tbW STALE EDUCV710Y LAW ANDIOR ft-a"7ILINS AND /S
A CLASS A' ANSDOMANOR.
REVISION
DATE
BY
:11 el
\
f.
SCALE:
AS
NOTED
SHEET TITLE:
WASTEWATER
REPLACEMENT
DETAILS
SHEET:
2
of 2
mmmmmmmmw