1.1 1.1
WASTEWATER-SEWER\APPROVE\Clark—Replacement Components ETU Setbacks—In APA-11-4-2024
RESOLUTION APPROVING WILLIAM AND LYNN CLARK'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12024
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, William and Linda Clark (Applicants) filed an application for variances from
provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a
replacement enhanced treatment on-site wastewater treatment system with certain of its components
to be installed as follows:
1. Absorption field to be located 75' from the Lake George shoreline in lieu of the
required 100' setback;
2. Absorption field to be located 7' from the house in lieu of the required 20' setback;
3. Absorption field to be located 1' from the easterly property line in lieu of the required
10' setback;
4. Distribution Box to be located 7' from the easterly property line in lieu of the required
10' setback;
5. Force main to be located 8' from the easterly property line in lieu of the required 10'
setback; and
6. Distribution Box to be located 82' from the Lake George shoreline line in lieu of the
required 100' setback;
on property located at 77 Rockhurst Road in the Town, 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 requests on Monday, November 0, 2024, 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 variances, the Local Board of Health determines that the
variances 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 variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicants; and
BE IT FURTHER,
RESOLVED,that the Local Board of Health hereby approves the application of William and
Lynn Clark for variances from the Sewage Disposal Ordinance to install a replacement enhanced
treatment on-site wastewater treatment system with certain of its components to be installed as
follows:
1. Absorption field to be located 75' from the Lake George shoreline in lieu of the
required 100' setback;
2. Absorption field to be located 7' from the house in lieu of the required 20' setback;
3. Absorption field to be located 1' from the easterly property line in lieu of the required
10' setback;
4. Distribution Box to be located 7' from the easterly property line in lieu of the required
10' setback;
5. Force main to be located 8' from the easterly property line in lieu of the required 10'
setback; and
6. Distribution Box to be located 82' from the Lake George shoreline line in lieu of the
required 100' setback;
on property located at 77 Rockhurst Road in the Town and bearing Tax Map No: 227.13-2-35, and
BE IT FURTHER,
RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property
owner in accordance with the manufacturer's recommendations for the life of the system, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward a
certified copy of this Resolution to the Adirondack Park Agency (APA) for its review and this
approval Resolution shall not be effective until 30 days after such notice to the APA and shall be
subject to review by the APA during such period.
Duly adopted this 4 h day of November, 2024,by the following vote:
AYES
NOES
ABSENT:
REPUTED LAKE
NEIGHBORING LANDS NIF OF WATER SUPPLY
HOUSE DONALD DALEY
227.13.2.44 HOLDING TANKS
LANDS NIF OF 76 ROCKHURST RD PER PLAN
MATTHEW LUCAS REFERENCE 1
LANDS NIF OF 227.13.2-43
JOSEPH SHEEHAN REPUTED LAKE 78 ROCKHURST RD PROP. 15' x 50' PIPE -IN -STONE
227.13.2.42 WATER SUPPLY REPUTED LAKE ABSORPTION BED
80 ROCKHURST RD WATER SUPPLY 1/141TO
ROP. 2" FORCEMAIN
EXIST. OUTDOOR LIGHT POLE
AND UNDERGROUND ELECTRICAL WHITE PINE TREES
LINE TO BE RELOCATED BE UNTOUCHED
R OCKHURST R OAD
- -
- - --
-
- - - - - -
- -
S16008'40"W 79.59' - - 1 —
— —e
—
— — — — — S*1-V6'WW-—SQ,70- — —
- -
-
-
NO WELLS VISIBLE
I
8
1 SETBACK
WITHIN 100' OF
PT •1
VARIANCE
I
ABS. FIELD
PT-2
REQ 'D
NEIGHBORING
' EXISTING
PARKING
AREA
r ^�lR7i�E
10' P.L. SETBACK
(WASTEWATER) T
��
LANDS NIF OF
8ROBERT
PHOENIX
u+�
1
227.13.2.34
75ROCKHURSTRD
I
_
SETBACK
—
--
'
3
--------- ----J
alp'+
1
VARIANCE
7
W
y m
fn
REPUTED LAKE
'
REQ D
3
n
l�
WATER SUPPLY
I
FENCE
Q
1
ly
I
IZ
W
Q
WALKWAY
.o
in
10
W I
I
EXISTING
I
_:,)VEIGHBORING
b
GARAGE
I
GARAGE
I h
4-BEDROOM
--
—4 i
—
moo' SHORE
RESIDENCE
1
SETBACK 4
d b
I
(TANK)
--^ , , ---
_
PROP. 4'0 PRECAST CONCRETE
pg
I I 1 MANHOLE BASE SECTION
W 1 + 1 y WITH DUPLEX ALTERNATING
DEPUMPS AND DEMAND DOSING
W I �
It g PROP. 4" PVC EFFLUENT SEWER
�0p
OF
�5
ao5 o�p0�5p
� y LANDS OF
g6 O I
J��J�S� f i WILLIAM C. & JEFFREY CLARK
.to,
�pA Z o��� 227.13 2 35
650 I 0.27± ACRES
77 ROCKHURST ROAD
REPUTED LAKE I
WATER SUPPLY LAKE WATER SUPPLY
I
1
I
I
I
11
■ IN a>' IN IN aEENEW IN IN asa>, N ■ "'a
aaa
MAP REFERENCE:
1. BASE MAP INFORMATION FROM "MAP OF A SURVEY OF
LANDS TO BE CONVEYED BY JOHN C. ROHN TO L.W.
CLARK," IN THE TOWN OF QUEENSBURY, WARREN COUNTY,
NEW YORK, DATED OCTOBER 29, 1985. PREPARED BY
COULTER & MCCORMACK LICENSED LAND SURVEYORS.
2. ADDITIONAL BASE MAP INFORMATION FROM WARREN
COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD
MEASUREMENTS. LOCATIONS ARE APPROXIMATE.
CONTRACTOR TO FIELD VERIFY ALL SETBACKS PRIOR TO
BEGINNING INSTALLATION,
PLAN REFERENCE:
HOLDING TANK INFORMATION FROM,
1. NEIGHBORINnNKS PLAN & DETAIL PREPARED FOR DONALD
"HOLDING T Y PAONESS, IN THE TOWN OF QUEENSBURY,
NTY, NEW YORK. DATED AUGUST8, 2023. LAST
DALEY & LL';UST 17, 2023, PREPARED BY HUTCHINS
WARREN CO: PLLC.
BOATHOUSE
/ DOCK
PORCH
VARIANCE
REQ'D
1
132'± ALONG SHORELINE . s�� ■_ "
LAKE SANDY
GEORGE BAY
WASTEWATER SYSTEM PLAN
SCALE: 1" = 10'
GRAPHIC SCALE
10 0 5 10 20 40
(IN FEET)
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES.
THIS IS NOT A FIELD SURVEY.
EXIST. CESSPOOL
ABSORPTION AREA TO BE
ABANDONED AND REMOVED
PROP. FU7ICLEAN MODEL CEN-5
ENHANCED TREATMENT UNIT
EXIST. EFFLUENT
SEWER TO BE REMOVED
PROP. 6" 0 CLEANOUT
PROP. 4" PVC HOUSE SEWER
TO BE CONNECTED TO
EXISTING HOUSE SEWER
EXIST. SEPTIC TANK TO BE
ABANDONED AND REMOVED
EXIST. HOUSE SEWER TO BE
INSPECTED AND IF
SUITABLE, CONNECTED TO
NEW HOUSE SEWER
SETBACK VARIANCE SUMMARY
1. ABSORPTION FIELD TO SHORELINE
100REQUIRED
75' PROPOSED
25' OF RELIEF REQUESTED
2. ABSORPTION FIELD TO HOUSE
20' REQUIRED
7'PROPOSED
13' OF RELIEF REQUESTED
3. ABSORPTION FIELD TO EASTERLY PROPERTY LINE
10' REQUIRED
V PROPOSED
9' OF RELIEF REQUESTED
4. DISTRIBUTION BOX TO EASTERLY PROPERTY LINE
10' REQUIRED
7'PROPOSED
X OF RELIEr REQUESTED
--EASTERLY PROPERTY LINE
10' REQUIREt.
8'PROPOSEG REQUESTED
2' OF RELIEI BOX TO SHORELINE
6. DISTRIBUTION D
100' REQUIRE:)
82' PROPOSE.'F REQUESTED
18' OF RELF
MONESSUM
DEEP HOLE TEST PIT NOTE:
DUE TO THE UNKOWN LOCATIONS
OF THE POTENTIAL UNDERGROUND
UTILITIES, IT IS PROPOSED TO
EXCAVATE A DEEP SOILS TEST AT
THE TIME OF INITIAL SITE WORK TO
VERIFY THAT THE 3' MINIMUM OF
VERTICAL SEPARATION FROM THE
BOTTOM OF THE NEW ABSORPTION
BED TO THE GROUNDWATER TABLE
WILL BE MET.
SITE SOILS DATA
PERCOLATION TESTS
PT-1-101312024 LUCAS W. DOBIE, P.E.
0-3" - TOPSOIL
3-18" - MEDIUM BROWN SANDY LOAM
STABILIZED PERCOLATION RATE: 11:00 MIN/INCH
PT-2-101312024 LUCAS W. DOBIE, P.E.
0-3" - TOPSOIL
3-18" - BROWN SANDY LOAM WITH GRAVEL
STABILIZED PERCOLATION RATE: 9:30 MIN/INCH
WASTEWATER SYSTEM DESIGN
4-BEDROOM RESIDENCE
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 2.5 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 440 GPD
PRETREATMENT TANK - FUJICLEAN MODEL CEN-5 E.T.U.
EFFLUENT PUMP STATION - 4-FT DIAMETER PRECAST CONCRETE MANHOLE
BASE SECTION W/DUPLEX ALTERNATING PUMPS &
DEMAND DOSING
DESIGN APPLICATION RATE: 0.6 GPD/SF, BASED ON
11-15 MIN/IN PERCOLATION RATE
ABSORPTION BED AREA REQ'D = (440 GPD)/(0.6 GPD/SF) = 734 SF
ABSORPTION BED AREA TO BE PROVIDED = 15'x50' = 750 SF
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT
MINIMUM SLOPE,
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE
MIRAF1140N OR EQUIVALENT.
FORCEMAIN
PIPING TO BE 2" PVC SCHEDULE 40, PROVIDE POSITIVE DRAINBACK TO PUMP
STATION.
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WI - .H 114" PER FOOT
MINIMUM SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. -'EED, MULCH, AND
ESTABLISH TURF.
LAKE
GEORGE
r SANDY'
y
SAYS
I��1
Ȣ
�}
HARRIS
WARNER
BAY
r
BAY
j
1 '✓
CTTF I nrATUTAI
- w i. An
m
LULA I IUIV MAP
SANDY
BAY
BAY
-4
L
i
J�
cT= i nrATMAI
- NEIGHBORHOOD MAP
PRELIMINARY,
FOR REVIEW ONLY,
NOT FOR CONSTRUCTION
SYSTEM INSTALLATION NOTES
Dig ® Safely.
ewPAlYork
Call Before You Dig
IS Wait The Required Time
ED Confirm Utility Response
Respect The Marks
El Dig With Care
800-962.7962
www.digsafelynewyork.com
o �
O
o
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE
WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS ALTERATION OF THIS DOCUMENT EXCEPT BY
AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED A LICENSED PROFESSIONAL ENGINEER IS A
TUBING IN SEPTIC TANK LEACH FIELDS. VIOLATION OF NYS EDUCATION LAW.
AFTER EXCAVATION OF 15' WIDE X 50' LONG ABSORPTION BED TO THE DEPTH
REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER
TO LOOSEN SMEARED AREAS OF SOIL.
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL Hutchins
BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE Engineering
GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
PLLC
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING
STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, 169 Haviland Road
Queensbury, NY 12804
OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN (518) 745.0307 Phone
IN ALL CASES. (518) 745.0300 Fax
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT G. THOMAS HUTCHINS, P.E.
SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. THOMAS R. CENTER, JR. P.E.
LUCAS W. DOBIE, P.E.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING
HAS BEEN INSTALLED.
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED TAX MAP # 227.13.2-35
UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN
FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO
ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA wasrEwaTER
TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF
NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS SYSTEM
CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE PLAN
EXCLUDED FROM THE WASTEWATER SYSTEM.
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT
SURFACE RUNOFF AROUND ABSORPTION FIELD.
SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY
LOCAL BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL
AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY
HOUSE
WATERCOURSE,
WELL
LINE
WETLAND
SEPTIC TANK
10'
10'
50'
S0'
ABSORPTION FIELD
10'
1 20'
100'
100'
prepared for:
Lynn & William
Clark
77 Rockhurst Road
Town of Queensbury
County of Warren
State of New York
prawn: HKB Checked: LWD
"le: V = 10' Date: 911712024
2923704141
INSTALL POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER RESISTANT
ACCESS COVER (NON -TRAFFIC AREAS)
1/4" PER FOOT
MIN. SLOPE
4" PVC SCH-40 HOUSE SEWER
MAINTENANCE
CONTRACT NOTE
A MAINTENANCE AND SERVICE CONTRACT
BETWEEN SYSTEM OWNER AND
MANUFACTURER'S REPRESENTATIVE IS
REQUIRED FOR SEMI-ANNUAL INSPECTION
AND SERVICE OF THE FUJICLEAN CEN-5
30" POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
BALL VALVE,
ONE PER PUMP
CHAIN ON EA. PUMP
TO TOP OF TANK TO
ALLOW FOR FUTURE
PUMP REMOVAL
WITHOUT ENTERING TAN
-2" TEE JOINS TWO PUMP
DISCHARGES INTO
ONE FORCEMAIN
d
ENHANCED TREATMENT UNIT. PUMP OFF VOLUME OF
DOSE
16" MIN. PER NOTE
j FLOAT SWITCHES -
] INSTALL INSIDE PUMP
' PIT IN LOCATION
ACCESSIBLE WITHOUT
j PIT ENTRY
FUJI CLEAN USA MODEL BALL CHECK VALVE NEW 4-FT DIAMETER
CEN-5 ENHANCED DUPLEX (2) EFFLUENT PUMPS PRECAST CONCRETE
TREATMENT UNIT MANHOLE BASE SECTION
AS PUMP STATION
FUJI CLEAN ENHANCED TREATMENT UNIT DETAIL PUMP STATION DETAIL
INSTALL VALVES AND UNIONS \
SUCH THAT EITHER PUMP CAN BE
ISOLATED AND REMOVED
WITHOUT REQUIRING PIT ENTRY ° °
d
21, 4" PVC SCH-40
EFFLUENT SEWER
CHAMBER 1 CHAMBER 2 MIN. SLOPE
1/8" PER FOOT
SEDIMENTATION ANAEROBIC CONTACT CHAMBER 3
CHAMBER FZL TRATION CHAMBER AEROBIC CONTACT INSTALL FLOAT SWITCHES TO
F. LTRATION CHAMBE
OPERATE PUMP AND °
MAINTAIN LEVELS AS INDICATED
ALARM/
LAG PUMP ON
59" 4r,
d LEAD PUMP ON ° °
ed
EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY).
SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE.
ALL ELECTRICAL WORK TO BE INSPECTED BY CERTIFIED
ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP
STATION.
2" MIN. DROP
DISTRIBUTION BOX F BETWEEN INVERTS
TRANSITION TO 4"
OUTSIDE OF D-BOX
2" MIN.
CONCRETE BAFFLE
:7EXA
EVELERS TO ASSURE
LL OUTLETS ARE AT
E SAME ELEVATION4" PVC SDR-35 SOLID
HEADER TO MANIFOLD PIPING
40 FORCEMAIN 1/8" PER FOOT MIN SLOPE
PROVIDE 3' MIN. COVER &
POSITIVE DRATO PUMP STATION CK PUMP STATION NOTES
2" SCH-40 PVC INSIDE SEAL ALL TANK OPENINGS WATERTIGHT.
WET WELL THROUGH WALL
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP
GATE VALVE CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM.
INSTALL DUPLEX, ALTERNATING, DEMAND CONTROL
REDUCING TEE POINTED DOWNWARD PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
WITH 1 BALL VALVE THROTTLED TO SJE-RHOMBUS IFS SERIES DUPLEX DEMAND DOSE.
ALLOW TRICKLE DRAIN BACK INTO
WETWELL INSTALL POWER & CONTROL WIRING TO CONTROLLER
WITH ALARM IN HOUSE IN ACCORDANCE WITH
UNION (2)- LOCATE SUCH THAT UNION MANUFACTURER'S INSTRUCTIONS AND NATIONAL
CAN BE DISCONNECTED AND EACH ELECTRIC CODE (N.E.C.) REQUIREMENTS.
PUMP REMOVED WITHOUT TANK ENTRY
PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO
PROVIDE A 60-GALLON DOSE.
12" OF 3/4-1-1/2"
CRUSHED STONE EFFLUENT PUMPS TO BE GOULDS, MODEL 3885 WE03M
SUBMERSIBLE EFFLUENT PUMP 1/3 HP, 115 VOLT, 1 PH /
SINGLE PHASE, 15 GPM @ 25' TDH
NTS NTS
1
4" MINIMUM TOPSOIL ON I
ENTIRE BACKFILL AREA; EXISTING PROPERTY LINE I
SEED AND ESTABLISH TURF
APPROXIMAT
EXISTING GRADE 15' BED WIDTH 1
MIN.
00,
< CROWN CROWN--->
8-12" COVER
/
12" STONE O 0 I ,
DEPTH I /I
3' MIN. SEPARATION TO
BOUNDARY CONDITION
4" SDR-35 PVC PERFORATED _ 15'x50' CRUSHED STONE
SAND BACKFILL MATERIAL AS LATERAL INSTALLED NEAR ABSORPTION BED FILTER FABRIC, TENCATE
NEEDED TO ESTABLISH GRADES LEVEL, IN BED CONFIGURATION MIRAFI 140N OR EQUIVALENT
ABSORPTION BED SECTION
SCALE: 1" = 2'
SCUM BAFFLE B
T-1 4"
2'-101 2'-�1. 2'_ 4"-�
ECIRCULATION
AIR LIFT PUMP
(� ISINFECTION
CYLINDER (OPTIONAL)
I " 1
4" INLET PIP •\ •� �' 4" OUTLET PIPE
4
4'-o-°A C Oo I �A
c
'--EFFLUENT
INLET BAFFL O AIR LIFT PUMP
�1
LOW BAFFLE 3/4" AIR INTAKE
RECIRCULATION PIPE (CLEANING OPENING) B
FLOW OPENING
PLAN VIEW
2.5' TO
EDGE OF
BED
4" MINIMUM TOPSOIL ON
ENTIRE BACKFILL AREA;
SEED AND ESTABLISH TURF
CHAMBER
Volume (gal)
01
Sedimentation Chamber
277
Q
Anaerobic Filtration Chamber
278
03
Aerobic Contact Filtration Chamber
127
Clarification Chamber
63
Q
Disinfection Chamber
4
Total Volume
749
5'
SPECIFICATIONS
Anaerobic Media
PP / PE
Board Type Aerobic Media
PVC / PP / PE
Aerobic Media
PP / PE
Blower
2.8 cfm
Tank
FRP
Piping
PVC / PP / PE
Access Covers
Plastic / Cast Iron
Disinfectant (Optional)
Chlorine Tablets
FUJI CLEAN CEN-5 ETU DETAILS
NTS
45' OF PERFORATED PIPE
+4BSORPTZON BED PROFILE
SCALE: 1" = 3'
SECTION A -A VIEW
APPROXIMATE
EXISTING GRADE
NFECTION
INDER (OPTIONAL)
01
2.5' TO
EDGE OF
BED
5'
SECTION B-B VIEW
COVER
LING
E
IEDIA
TION
MP
EDIA
ASSEMBLY
SCALE: 1" = 5'
PRELIMINARY,
FOR REVIEW ONLY,
NOT FOR CONSTRUCTION
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY
HOUSE
WATERCOURSE,
WELL
LINE
WETLAND
SEPTIC TANK
10'
10'
50'
50'
ABSORPTION FIELD
10'
20'
100'
100'
Nig
h04
Safely.
e ®York
Call Before You Dig
IM Wait The Required Time
E3 Confirm Utility Response
E3 Respect The Marks
EM Dig With Care
800.962-7962
www.digsafelynewyork.com
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering
PLLC
169 Ha and Road
Queensbury, NY 12804
(518) 745.0307 Phone
(518) 745.0300 Fax
G. THOMAS HUTCHINS, P.E.
THOMAS R. CENTER, JR. P.E.
LUCAS W. DOBIE, P.E.
TAX MAP # 227.13.2.35
WASTEWATER
SYSTEM
DETAILS
prepared for:
Lynn & William
Clark
77 Rockhurst Road
Town of Queensbury
County of Warren
State of New York
Draw,#: HKB I Checked: LWD
Scalp; NOTED Date: 911712024
2370.01-S2