Engineer Sign offJARRETT Engineers, PLLC CCivil & Environmental Engineering
12 East Washington Street 518 792-2907
Glens Falls, NY 12801
Transmitted via Email/Hand Delivered
June 29, 2021
Town of Queensbury
Building & Codes
Dave Hatin, Director
742 Bay Road
Queensbury, NY 12804
Re: Jackson Septic
4 Highview Road
JE 19-053
Dear Dave,
This letter is to certify that representatives from this office visited the Jackson residence
several times during construction of the wastewater disposal system to serve the existing
residence. Based on our field observations, we feel that the system has been constructed
substantially in conformance with record plans prepared by this office entitled
“Wastewater Management System Upgrade Marci & Tony Jackson” Revision 2 dated
04/22/2021.
If you have any questions, please do not hesitate to contact us at 518-792-2907 or via
email at tjarrett@jarrettengineers.com
Sincerely,
JARRETT Engineers, PLLC
H. Thomas Jarrett, P.E.
Principal
Encl: 11x17 drawings (1-3) entitled: “Wastewater Management System Upgrade Marci
& Tony Jackson” Revision A dated 04/22/2021
Ecopy(ies) w/encl: Marci & Anthony Jackson
Hannah Jackson Bell
F:\DataFile\2019 Proj\Resid\19-053 Jackson WW\Work Docs\19053 21xxyy WW Cert\Srce\19053 210629 WW Cert Ltr.doc
Digitally signed by
Gail Morehouse
Date: 2021.06.29
14:17:36 -04'00'
235.42' (deed)1
(
127.
0'
143.00' (deed)
94.3
9'
-
D
e
e
d
Ring of stones found?
Clay tile-Filled with
concrete/iron pipe
Iron Rod Found
Lands of Frances N. Glover, Charles E. Norton and Arthur R. Norton (759/171)Lands
of
M
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t
h
e
w
W.
E
m
m
e
n
s (
1
1
7
5/
2
2
3)1
(221.95'6
(175.70
'
6
:126.42'6
:239.20'6
:
71.50'1
:176.50'
Iron Bar Found
(
T
ie
L
i
ne
O
n
l
y
)
$UHD DFUHV
Shed
House Boathouse
20' R. O. W.
$
O
R
QJ
6
KR
UH
O
L
Q
H
Deck
Iron Rod?N. Y. S.Route 9LAbandoned Route 9L (Private Dr
ive)
Capped Rod Set
Iron Bar Found
Capped Rod Set
Capped Rod Set
Nail Set
Nail Set Dock'
H
H
G
'HHG
REV #DATE ISSUED / REVISIONSMAGNETIC 19682 OVERALL WASTEWATER PLAN
SCALE: SEE GRAPHIC SCALE
04/06/20 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW & PERMIT
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
OVERALL WASTEWATER PLAN WW1
WASTEWATER MANAGEMENT SYSTEM UPGRADE
MARCI & TONY JACKSON
4 HIGHVIEW ROAD
TOWN OF QUEENSBURY, NEW YORK
APRIL 2020 PRO #19-053 SHEET: 1 OF 3
BASESHEET: 22 x 34 06/23/21 2:30 PM
H. THOMAS JARRETT
P.E. # 57509
2021
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
( IN FEET )
GRAPHIC SCALE
PRIMARY
TREATMENT PLAN
3
WW2
SECONDARY
TREATMENT PLAN
4
WW3
06/23/20 1 ADDRESSED CODE ENFORCEMENT REVIEW COMMENTS; RESUBMITTED
FOR WW PERMIT & ISSUED FOR CONSTRUCTION
(ADDED DIMENSIONS FROM LEACHING SYSTEM TO SHORELINE & PROPERTY LINES)
224'-1"
29'-1"
64'-2"
1
1
1
FORCE MAIN INSTALLATION (VIEW TO THE SOUTH)
SCALE: N.T.S.
FORCE MAIN INSTALLATION (VIEW TO THE NW)
SCALE: N.T.S.
FORCE MAIN INSTALLATION (VIEW TO THE NORTH)
SCALE: N.T.S.
FORCE MAIN
JACKSON DRIVEWAY
WASTEWATER FLOW
DIRECTION
FORCE MAIN
INSTALLATION
BURIED WITH
CLEAN SAND FILL
FORCE MAIN
INSTALLATION
BURIED WITH
CLEAN SAND FILL
SEPTIC TANK/
PUMP TANK IN
THE BACKGROUND
NEIGHBOR'S GRAVEL
DRIVEWAY
WASTEWATER FLOW
DIRECTION, TYP.
WASTEWATER FLOW
DIRECTION, TYP.
FORCE MAIN LAID
ON GRADE FROM
PUMP TANK
FORCE MAIN ROUTING ADJUSTED
TO AVOID SITE FEATURES, I.E.
SPECIMEN TREES, LARGE ROCK, ETC.
(EXACT ROUTING NOT DEPICTED ON PLAN;
SEE PHOTOGRAPHS ALONG MARGIN)
2
2
2
2
04/22/2021 2 PREPARED RECORD DRAWINGS
(ADDED CONSTRUCTION PHOTOGRAPHS & FORCE MAIN NOTE)
RECORD DOCUMENT
THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION COLLECTED BY
JARRETT EN GINEERS , PLLC DURING LIMITED CONSTRUCTION OBSERVATIONS AS WELL AS INFORMATION
PROVIDED BY THE CONTRACTOR (CRANDALL EXCAVATING). INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED
BY JARRETT EN GINEERS , PLLC FOR ACCURACY AND/OR COMPLETENESS. MAP HAS BEEN DEVELOPED WITHOUT
THE BENEFIT OF A SURVEY AND SHOULD BE CONSIDERED AS A ROUGH REPRESENTATION OF THE SITE ONLY.
LEACHING
SYSTEM
2
235.42' (deed)143.00' (deed)
Iron Rod Found
Lands of Frances N. Glover, Charles E. Norton and Arthur R. Norton (759/171)221.95'6
(175.70
'
6
:126.42'
Iron Bar Found
(T
ie
L
i
ne
O
n
l
y
)
Shed
House Boathouse
$
OR
QJ
6
KR
UH
O
L
Q
H
Deck
Capped Rod Set
Iron Bar FoundDock REV #DATE ISSUED / REVISIONSMAGNETIC 19683 PRIMARY TREATMENT PLAN
SCALE: SEE GRAPHIC SCALE
04/06/20 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW & PERMIT
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
PRIMARY TREATMENT PLAN WW2
WASTEWATER MANAGEMENT SYSTEM UPGRADE
MARCI & TONY JACKSON
4 HIGHVIEW ROAD
TOWN OF QUEENSBURY, NEW YORK
APRIL 2020 PRO #19-053 SHEET: 2 OF 3
BASESHEET: 22 x 34 06/23/21 2:30 PM
H. THOMAS JARRETT
P.E. # 57509
2021
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
( IN FEET )
GRAPHIC SCALE
HDPE FORCE MAIN TO LEACH BED.
EXACT ROUTING TO BE DETERMINED BY
HOMEOWNER & CONTRACTOR TO AVOID
SPECIMEN TREES, ROCK, AND OTHER
OBSTACLES (CONTACT ENGINEER FOR
ASSISTANCE). INSTALL AT STRAIGHT
CONTINUOUS GRADE BETWEEN PUMP
STATION AND HIGH POINT ALONG FORCE
MAIN ROUTE. FORCE MAIN TO BE INSTALLED
TO FULLY DRAIN BETWEEN CYCLES.
2
WD2
3
WD2
(2) NEW 1,000 GAL.
SEPTIC TANK IN SERIES.
INSTALL A 'POLYLOK'
EFFLUENT FILTER ON
DOWNSTREAM END
OF LAST TANK IN SERIES
1
WD2
ϰΗTWs^Zϯϱ
EFFLUENT PIPE
(MIN. 1.0% SLOPE)
ϰΗTWs^Zϯϱ
EFFLUENT PIPE TO
PUMP STATION
(MIN. 1.0% SLOPE)
PUMP STATION 1
PS1
EXISTING WASTEWATER TANK
TO BE REMOVED AND
DISPOSED OF PROPERLY
FIELD LOCATE AND INTERCEPT
EXISTING BLDG. GRAVITY SEWER,
AND CONNECT TO NEW SEPTIC TANK
t/d,ϰΗTWs^ZϯϱW/W
(MIN. 2.0% SLOPE)
EXISTING BLDG. GRAVITY
SEWER; EXACT LOCATION
IS UNKNOWN
MIN. 10'
10' PROPERTY
LINE SETBACK
50' SHORELINE
SETBACK
APPROXIMATE LOCATION
OF EXISTING BREAK
IN GRADE
PROPOSED SEDIMENT
CONTROL BARRIER
1
EC1
EXISTING TREES ALONG THE PROPERTY LINE
TO BE SAVED AND PROTECTED DURING
CONSTRUCTION TO THE EXTENT PRACTICABLE;
COORDINATE NECESSARY TREE TRIMMING/
REMOVAL WITH OWNER IN ADVANCE
06/23/20 1 ADDRESSED CODE ENFORCEMENT REVIEW COMMENTS; RESUBMITTED
FOR WW PERMIT & ISSUED FOR CONSTRUCTION
(NO CHANGES THIS SHEET)
SEPTIC TANK & PUMP TANK INSTALLATION (VIEW TO THE SE)
SCALE: N.T.S.2
SEPTIC TANK & PUMP TANK INSTALLATION (VIEW TO THE SSE)
SCALE: N.T.S.2
SEPTIC TANK(S)
PUMP TANK
EXISTING BUILDING
GRAVITY SEWER
NEW PVC BUILDING
GRAVITY SEWER
CONNECTION TO
SEPTIC TANK
SEPTIC
TANK(S)
PUMP TANK
NEW PVC BUILDING
GRAVITY SEWER
CONNECTION TO
SEPTIC TANK
EXISTING BUILDING
GRAVITY SEWER
EXISTING
RESIDENCE
04/22/2021 2 PREPARED RECORD DRAWINGS
(ADDED CONSTRUCTION PHOTOGRAPHS)
RECORD DOCUMENT
THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION COLLECTED BY
JARRETT EN GINEERS , PLLC DURING LIMITED CONSTRUCTION OBSERVATIONS AS WELL AS INFORMATION
PROVIDED BY THE CONTRACTOR (CRANDALL EXCAVATING). INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED
BY JARRETT EN GINEERS , PLLC FOR ACCURACY AND/OR COMPLETENESS. MAP HAS BEEN DEVELOPED WITHOUT
THE BENEFIT OF A SURVEY AND SHOULD BE CONSIDERED AS A ROUGH REPRESENTATION OF THE SITE ONLY.
2
2
1
(
Clay tile-Filled with
concrete/iron pipe
Land
s
of
M
a
t
t
h
e
w
W.
E
m
m
e
n
s (
1
1
7
5/
2
2
3)6
:239.20'6
:
71.50'1
:176.50'
$UHD DFUHV
20' R. O. W.Route 9LAbandoned Route 9L (Private Dr
ive)
Capped Rod Set
Nail Set
Nail Set'HHG
TP #191127-01
PT #191127-01B
PT #191127-01A
A
W
D
1
PT #
PT #
TP #
TP #
TP #
TP #
TP #
TP #191127-02
REV #DATE ISSUED / REVISIONSMAGNETIC 19684 SECONDARY TREATMENT PLAN
SCALE: SEE GRAPHIC SCALE
04/06/20 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW & PERMIT
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
SECONDARY TREATMENT PLAN WW3
WASTEWATER MANAGEMENT SYSTEM UPGRADE
MARCI & TONY JACKSON
4 HIGHVIEW ROAD
TOWN OF QUEENSBURY, NEW YORK
APRIL 2020 PRO #19-053 SHEET: 3 OF 3
BASESHEET: 22 x 34 06/23/21 2:30 PM
H. THOMAS JARRETT
P.E. # 57509
2021
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
( IN FEET )
GRAPHIC SCALE
LATERAL LENGTH = 82'
(20 UNITS LONG PLUS
END CAPS EACH END)
LEACH BED AREA
(DASHED OUTLINE):
9' x 81' (729 SF)
LIMITS OF
SYSTEM FILL
'QUICK 4 EQUALIZER 36'
INFILTRATION CHAMBER
BY 'INFILTRATOR SYSTEM, INC.',
OR APPROVED EQUIVALENT
1
WD1
FORCE MAIN FROM
PUMP STATION
ϮΗTWsWZ ^^hZ W/W
HEADER/MANIFOLD
ϭͲϭͬϮΗTWZ ^^hZ /^dZ/hd/KE
PIPING, TYP.
1
WD1
DISTRIBUTOR PIPING STANDPIPE
AND LEACHING CHAMBER
OBSERVATION PORT
1
WD1
PRESSURE DISTRIBUTION PIPING
TO BE LOOPED TOGETHER
NO WELLS OBSERVED WITHIN 100'
OF PROPOSED LEACHING SYSTEM
PROPOSED
SEDIMENT
CONTROL
BARRIER
1
EC1
PERCOLATION TEST TO BE
COMPLETED FOLLOWING
SITE PREPARATION;
2 TESTS MINIMUM
EXPOSE ENTIRE BED AT TIME
OF CONSTRUCTION FOR
ENGINEER TO REVIEW; MIN.
4 TEST PITS ALONG LENGTH
06/23/20 1 ADDRESSED CODE ENFORCEMENT REVIEW COMMENTS; RESUBMITTED
FOR WW PERMIT & ISSUED FOR CONSTRUCTION
(UPDATED PRESSURE DISTRIBUTION & FORCE MAIN PIPING SIZES)
1
1
WASTEWATER LEACH BED INSTALLATION (VIEW TO THE SW)
SCALE: N.T.S.2
'QUICK 4 EQUALIZER 36'
INFILTRATION CHAMBER
PRESSURE DISTRIBUTION PIPING
ϰΗTWs Yh>/d/KEW/W/E'
BETWEEN CHAMBER LATERALS,
BOTH PROXIMAL & DISTAL ENDS
JACKSON'S GRAVEL DRIVEWAY
IN THE BACKGROUND
EXISTING
GARAGE
INVERT OF CHAMBER LATERALS
INSTALLED MIN. 36" ABOVE
EXISTING GRADE (BEDROCK)2
04/22/2021 2 PREPARED RECORD DRAWINGS
(ADDED CONSTRUCTION PHOTOGRAPHS & INSTALLED CHAMBER ELEVATION NOTE)
RECORD DOCUMENT
THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION COLLECTED BY
JARRETT EN GINEERS , PLLC DURING LIMITED CONSTRUCTION OBSERVATIONS AS WELL AS INFORMATION
PROVIDED BY THE CONTRACTOR (CRANDALL EXCAVATING). INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED
BY JARRETT EN GINEERS , PLLC FOR ACCURACY AND/OR COMPLETENESS. MAP HAS BEEN DEVELOPED WITHOUT
THE BENEFIT OF A SURVEY AND SHOULD BE CONSIDERED AS A ROUGH REPRESENTATION OF THE SITE ONLY.
RECORD DRAWING NOTES:
2
2