Plans , . ^ , ? 3 S a`+ta'Sa °Y•:;u w ^ �e r z ^5. '` ✓` 7 g
NEIGHBORING DRILLED WELL
s
PROPOSED 4 PVC SCH 40 HOUSE SEWER 100.0
FOOT MINIMUM SLOPE. TIE INTO NEWLY DRILLED WELL
PER
4 100' NEIGHBORING DRILLED WELL SETBACK * '. ,." ,�
EXISTING SEWER LINE BENCHMARK TOP OF WELL 102.5 _ _
*t 4� S- _ �'Y •*7c 11s Nt �^y+� �4i q�1 ��"� ,
n
-' ------ — 100' DRILLED WELL SETBACK 1 '
------ — — ____-- — — SHED - j#({( '' � g
SHED . . • : *„ {
10
1 ' " • xa k iM i
GARAGE
100.0,
SITE
PREVIOUSLY APPROVED `' _ .,. �" ITq ,t, ,ti LOCATION
EXISTING WASTEWATER
ABSORPTION BED '
1 / / / — \ { 10' X 40' = 400 SF g
THREE BEDROOM HOUSE 1 / / /
1 1 GARDEN
EXISTING +/- 500 GALLON SEPTIC
I
1 TANK (TO BE REMOVED)
1 1 ®/ / i I I ; � I / // I 'E� ����{ ail` l . � ` � . � • •
100,
h I' EXISTING FUEL OIL \ I ® ( {
TANK TO REMAIN 50.0 I / /
I i
6 .
t
10 WASTEWATER - �� I �/� /� i j I i I / /` -
SETBACK � /-'PARKING / ,.- -- - - - - - - - - - - -
- - - - - - \ i I I i {� �, .<
000,
00,
100, i J.
4.4 I i� PARKING
- Ch
ollQ I \ t
a _- / / \ /
i y 10.01
/�
® __ /
aM i
<
d
O 1 Q g r p a ai g 1k
———————————— 1 A/ e 0 — *,"► C ,h z�', ,' 'r t. *
L- WELL
0 i a r u K F ft
10.0 50' DRILLED W ELL SETBACK
100' NEIGHBORING DRILLED WELL SETBACK 100 ,. . :
EXISTING 50 CONCRETE - -
— .— _ _ , LOCATION MAP
PUMP STATION TO BE APPROXIMATE LOCATION EXISTING FORCE MAIN 'REMOVED (2" PVC PER ORIGINAL WASTEWATER PLANS) — 1 1 00®'±
PROPOSED 1 ,000 GALLON PRECAST �- -
CONCRETE SEPTIC TANK PROPOSED 2" PVC SCH 40 FORCE MAIN _ APPROXIMATE PROPERTY LINE
(OR SIMILAR 100 PSI MINIMUM RATED) CONSTRUMUTIk.'JIN
PROPOSED 4" PVC SCH 40 EFFLUENT SEWER
CONNECT TO EXISTING FORCE MAIN BEYOND NOT FOR�` ------- -- (TYPICAL)
$' PER FOOT MINIMUM SLOPE 50' DRILLED WELL SETBACK
PROPOSED 1 ,000 GALLON PRECAST �— -
0
CONCRETE PUMP TANKPP` R E L I M I N A R` Y
-_
EDGE OF DRAINAGEWAY REVIEWFOR AND APPROVAL ONLY
FILE COPY NOTE:
100.0' 03 REVISED PER TOWN OF QUEENSBURY COMMENTS 06-08-21 BWW BWW
�2 RELEASED FOR FILING 06-01-21 BWW BWW
REMOVE AND RELOCATE EFFLUENT PUMP TO NEW PUMP TANK RELEASED FOR CLIENT REVIEW 05-28-21 BWW BWW
WIRE INTO EXISTING CONTROLLER.
CHECKED
NO. DESCRIPTION DATE DWN REVISIONS BY
NOTE: NOTE: SCALE: 1" = 10'
It is a violation of New York State Education Law Article 145 Section 7209 for any person, IF"AS BUILT"PLANS AND/OR DWN. BY: B W W
unless he is acting under the direction of a licensed professional engineer,to alter an CONSTRUCTION DOCUMENTATION
item in any way. If an item bearing the seal of an engineer is altered,the altering
engineer shall affix to the item his seal and the notation"altered by"followed by his IS REQUIRED,ENGINEER MUST BE C H K'D BY: B W W
signature and the date of such alteration,and a specific description of the ateration. NOTIFIED AND PERFORM SITE
INSPECTION PRIOR TO BACKFILL ®ATE, 05-25-21
TOWN OF QUEENSBURY THIS DRAWING IS THE PROPERTY OF BRET W.WINCHIP ENGINEERING,P.C.ALL DIMENSIONS
BUILDING DEPARTMENT SITE LA AND INFORMATION IS TO BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION.
YAWN OF 4U� 'NSBURY Based on our limited examination,complal x
PT° with our comments shall not be construed as SHEET N O. 1 O F 2
BUILDING & CODES DE indicating the plans and s ecificatlon , are in 1 f f = 1 ®�
full compliance with the wilding Codes of PROJECT: �j R S RESIDENCE TAX MAP #240.6-1-20
Rev evt►ed tv
New York State. �` E E"
° ,� J
®ate. � -��R SITE PLAN
TOWN OF QUEENSBURY, WARREN COUNTY, NY
NEIGHBORING DRILLED WELL 08 0-16 WNCHP
P.O. Box 116, 6272 State Route 9 PROJECT NO.
ESSi4�6�� Chestertown, New York 12817 - 17
EN GIN E E R I N G Pc Phone: (518) 494-2555
DATE: 06-08-21 Fax: (518) 494-2566 ST-001
OCATION MARKER 3008-RC(24" RISER COVER) &
INISHED GRADE "T" WITH VALVE AND DRAIN DOSING COMPUTATION
3008-R12(24" x 12" RISER)
COVER 2' 0 EXTENSION PIPE VOLUME = 87' ± X 0.65 GAL/FT
12.0"± FFLUENT FILTER TO GRADE PIPE VOLUME = 57 GAL
—AIR SPASANITARY TEE EXPLOSION PROOF JUNCTION BOX, REQUIRED DOSE = 57 GAL X 0.75
AULKED JOINT INSTALL CONTROL PANEL IN HOME REQUIRED DOSE 43 GAL
6" OF SAND. PEA '; 9.01, 52.5 59.5
GRAVEL OR 3 4 TO D DEPTH (TYPICAL) 4s r . DRILL 1/4"Q WEEP HOLE TODRAIN
/ 43.5 LIQUI �" FORCE MAIN E ER
1-1/2" AGGREGATE 2" FORCE MAIN— INLET FORCE MAIN VOLUME = 0.16 GAL/FT X 173± FT
p; FORCE MAIN VOLUME = 28 GAL
GATE VALVE PRECAST CONCRETE
2 ®" 3.0" MIN WALL UNION SEPTIC TANK TOTAL DOSE REQUIRED PER CYCLE = 71 GAL
THICKNESS >: r CHECK VALVE
FOR PRECAST PUMP �.� — w PUMP ON
BLOCK PUMP — — — 3 PUMP OFF DOSE PROVIDED = 7.67 X 5.17 X 12 = 3.3 CHIN
WATERTIGHT SEAL ALL PRECAST OR POURED AS REQUIRED n4 DOSE PROVIDED 3.3 CF/IN X 7.5 GAL/CF
6
DOSE PROVIDED - 24.75 GAL/IN
...r. i.?)y.:_X:..v^:_.d�..•,:.Ro1 •.r», MIND
COVERS, JOINTS CONCRETE SEPTIC TANK 6 AVEL
AND PENETRATIONS :::., >..: ,:,;a.: .�.:;-
.:• >< DOSE PROVIDED = 24.75 GAL/IN X 3 IN
DOSE PROVIDED = 74± GAL - 28 GAL (FM VOLUME)
INSPECTION NOTES DOSE PROVIDED = 46 GAL OR 81%
HOLE
- SEAL ALL OPENINGS WATERTIGHT
o ® 62.0" 68.0" - INSTALL POWER AND CONTROL WIRES TO CONTROLLER LOCATED IN HOUSE
INLET 4 O OUTLET - USE 1000 GALLON SEPTIC TANK FOR PUMP CHAMBER WITH INSIDE DIMENSIONS OF 7.67' X 5.17'
,i
4110 - EXISTING PUMP SHALL BE RELOCATED TO PROPOSED PUMP TANK
- CONTROL SHALL BE EXISTING CONTROL TO BE REUSED
Imo — 92.0„ —�-� SWITCHES AS REQUIRED - USE NEMA 1 FOR INSIDE MOUNT
98.0 - PROVIDE T WITH GATE VALVE TO DRAIN
- PROVIDE FROST PROTECTIVE SOIL COVER OVER NEW FORCE MAIN SECTION
CONCRE
1 T'E SEPTIC TANK - USE THE FOLLOWING FLOAT SETTINGS FOR A 1000 GALLON PUMP CHAMBER
WITH INTERIOR DIMENSIONS OF 7.67 BY 5.17'. FOR ALTERNATE CHAMBERS, CONSULT ENGINEER:
(N.T.S.) PUMP OFF - 6" ABOVE BASE (149± GALLON IN TANK)
NOTE: PUMP ON - 9 ABOVE BASE (223± GALLON IN TANK)
USE 1000 GALLONS FOR 3 BEDROOMS OR LESS DOSE = 74 GALLONS - 28 GALLONS (FM VOLUME) = 46± GALLONS
ALARM - 15 ABOVE BASE (371± GALLONS IN TANK)
NOTE: STORAGE ABOVE ALARM = 1000 - 371 = 629 GALLONS OK
- INSTALL POLYLOK PL-122 RESIDENTIAL WASTEWATER
EFFLUENT FILTER IN OUTLET TEE
- GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT
TO AN ADDITIONAL BEDROOM FOR SIZING SEPTIC TANK.
AN OUTLET GAS DEFLECTION BAFFLE AND A TWO
COMPARTMENT SEPTIC TANK IS REQUIRED WHEN A
GARBAGE GRINDER IS INSTALLED
- INSTALL TEE IN TANK INLET AND OUTLET 16" AND 18"
BELOW LIQUID LEVEL RESPECTIVELY
N 0 T F u" R Cu" N S T R" U C T I IN'
P"A R E L I MI 's
FOR REVIEWAND APPROVAL ONLY
�3 REVISED PER TOWN OF QUEENSBURY COMMENTS 06-08-21 BWW BWW
® RELEASED FOR FILING 06-01-21 BWW BWW
10 RELEASED FOR CLIENT REVIEW 05-28-21 BWW BWW
NO. DESCRIPTION DATE DWN CHECKED
BY
REVISIONS
NOTE: NOTE: SCALE: AS NOTED
It is a violation of New York State Education Law Article 145 Section 7209 for any person, IF"AS BUILT"PLANS AND/OR DWN. BY: B W W
unless he is acting under the direction of a licensed professional engineer,to alter an CONSTRUCTION DOCUMENTATION
item in any way. If on item bearing the seal of an engineer is altered,the altering C H K'D BY: B W W
engineer shall affix to the item his seal and the notation"altered by"followed by his IS REQUIRED,ENGINEER MUST BE
signature and the date of such alteration,and a specific description of the alteration. NOTIFIED AND PERFORM SITE INSPECTION PRIOR TO BACKFILL. DATE: 05-25-21
THIS DRAWING IS THE PROPERTY OF BRET W.WINCHIP ENGINEERING,P.C.ALL DIMENSIONS T
AND INFORMATION IS TO BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. SHEET NO. 2 OF 2
of NEW , PROJECT: GROOS RESIDENCE TAX MAP #240.6-1-20
��� E�� ���� AST T E R DETAILS
co TOWN OF QUEENSBURY, WARREN COUNTY, NY
P.O. Box 116, 6272 State Route 9 PROJECT NO.
°p190FESS�N WNCHP Chestertown, New York 12817 1 — 1 7
E N G I N E E R I N G Pc Phone: (518) 494-2555
DATE: 06-08-21 Fax: (518) 494-2566 ST-002
W I N C H I P 36 Cougar Lane Phone: (518)494-2555
E N G I N E E R I N G n PO Box 116 Fax: (518)494-2566
Chestertown,NY 12817
July 29, 2021 Job No.: 21-017
Page 1 of 1
Tom Groos
58 Christina Ct.
Lake George,NY 12845
A5 BUILT
Re: Wastewater Bed Replacement
1 I Hanneford Lane
Queensbury,NY 12804
Tax Map#240.6-1-20
Dear Mr. Groos,
On July 28,2021, I visited the above referenced site. The purpose of the visit was to
observe the construction of the replacement septic tank and effluent pump station. Based
on my observations the new components appear to be installed in general conformance
with the approved plans.
If you have any comments or questions,please do not hesitate to contact me.
Sincerely,
'Ady, 4.4 TV ,
Bret W. Winchip
NYS PE#083076
Winchip Engineering,P.C.
Cc: Mr. Craig Brown,Town of Queensbury Zoning Administrator
al r
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?rZ11
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AS BUILT 4 PVC HOUSE SEWER10 SCH 40 H i .ku 4 :k g ..f•t 4 ^: �; ., `L .. '�" :C>s« } .'�. ` s a r'i.�, �..s a t{■
11 1 00.0 I,y,� f m i 5 8 F i:'-- { ,°' r:N Y, s'6 1,r i * .
IR
PER FOOT MIN _ r a �kl
a MINIMUM SLOPE. TIE INTO NEWLY DRILLED WELL r.a ; _ � ;;
k "=a`fie._ 3:'k i ` �•s; `€ ;, G, fit.:, 3. # €... ae; t;.
EXISTING SEWER LINE _ / fi
BENCHMARK TOP OF WELL - 102.5 100' NEIGHBORING DRILLED 3 w '"
7 ---- / I LED WELL SETBACKS , i`Ei, �E �` l
—/ w > b v �, i # x x�: i ire a '�� r .�•°'
/ ® sr i 4" .S4 k f t8 N di 3 #, Y i l o s s : 4 l ja
_- 14—�� , a s a iu ._' s _$ a�' '�k a s •� # i!f• �", ~ ,.I?; .4.�"€,R"4- } - "
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I -- ��' 1 £3.. S� .,fi .3 AE 4,.a A
tL ' ,' �`Y•'F£5 # f iF.is �T $, '.ii 3
- - FSHED DRILLED WELL SETBACK � � �
I � ,
'Mile x° t€ r,k>g. '� a ,v x'.. 5€ 4 t r t' ? " :A ,'.�'`�" e:r F 1'
SHED /
tt•a. -'t,i �i t: ^t € � a a'.z%`�' -� k '�,<.F-.1R ' S'?^. ^..... f € , +, t; .,(
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/ — �— '�� I •`, •.w -'.. L .xs T � " -k 5, £ 11� , T L,? F q
/77
GARAGE
/ � I A V I 1 tl't W 0 ■ �.", s kz zw t 4 s '_} r b f� - -7gIg -
11
1 OO.Q' / I — —� I N a izk 1 1
/ o
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01
-----7
b.. , k. , �It • `ti
I THREE BEDROOM HOUSE / o \ � I 1 x 4 :`? ., I � _ * -- "
T \ PREVIOUSLY APPROVED r W _' � , W: SITE
w / \ 11
�► LOCATION
EXISTING WASTEWATER £ - :- ; : -. E_ #,
• / / ;, .*;3.N R .' t „`a k 4 3�h 4h A� „£ },.� , •i�' ,ma?'r. >F
® / / I - - , I I ABSORPTION BED - `s5,� ,. .`.-. � R , i. , *.y, �- Ile ,�
AS BUILT CLEANOUT I k _ '. . T s ,1
/ / / ( - - 10 X 40 - 400 SF
I I r' ?x s yga 1 4 x7 ?r? °°` t
i GARDEN I I f F t t.. ,. ,
I / / 1 , _ � �,'1� 1 a �� 6�• "1, -1111 _ �., $$,
' / ' I 1 ' I I s� E \ 1,9, k. J �S b& 51& Iz ,,"'"6'S S " 5 - a
I l / I �:. >£ i � �' �
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1 IS ING FUEL OIL I / I I / / ) _ i �� _ - o .�_ i. k `;_ ..+ � �
I I I I t �.
11
� TANK TO REMAIN �� 50.0 1 i I I �. �� , 11
�. �
Vi / / / 4 t ! t: d 4. �k ._LG l
10 WASTEWATER �/ I ( I o / / �/I x �, �. ��.,. .;
SETBACK ) I , I ( / �: t t. , . "Ill , -, : -
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.' �' �, '�
50' DRILLED WELL SETBACK �.- ' `���� � r
y £ a �..
� � ''
- -' - _ - - - �� 100' NEIGHBORING DRILLED WELL ;ETBACK �1p �� � ��' ,"' ' , -
�� r -'..
- - � .�_ : - ". \ , -
'..
fir_
�� -! asp. ",� -,,.,�tz..; �� � � � '�
APPROXIMATE LOCATION EXISTING FORCE MAIN - — I LOCATION MAP
(2" PVC PER ORIGINAL WASTEWATER PLANS) - -
- _ 1 I f = 10001±
AS BUILT 1,000 GALLON PRECAST �_ - -
CONCRETE SEPTIC TANK AS BUILT 2" PVC SCH 40 FORCE MAIN _
(OR SIMILAR 100 PSI MINIMUM RATED) APP;OXIMATE PROPERTY LINE
AS BUILT 4" PVC SCH 40 EFFLUENT SEWER CONNECTED TO EXISTING FORCE MAIN �- (TYPCAL)
8" PER FOOT MINIMUM SLOPE
AS BUILT
AS BUILT 1,000 GALLON PRECAST �---- — — -__-___
CONCRETE PUMP TANK
TOWN OF QU E `-
BUILDING & 0 T,
Reviewed By.
NOTE: — � .
EDGE OF DRAINAGEWnY Date:
\ 100.0' ® AS BUILT PLAN 07-29-21 BWW BWW
® REVISED PER TOWN OF QUEENSBURY COMMENTS 06-08-21 BWW BWW
EFFLUENT PUMP RELOCATED TO NEW PUMP TANK, \ 0 RELEASED FOR FILING 06-01-21 BWW BWW
RED INTO EXISTING CONTROLLER. 0 RELEASED FOR CLIENT REVIEW
05-28-21 BWW BWW
NO. DESCRIPTION CHECKED
DATE DWN BY
REVISIONS
NOTE: kl _ l
NOTE: SCALE. 1 - 10
It is a violation of New York State Education Law Article 145 Section 7209 for any person,
unless he is acting under the direction of a licensed professional engineer,to after an IF"AS BUILT'PLANS AND/OR DWN. BY: B W W
item in any way. If an item bearing the seal of an engineer is altered,the altering CONSTRUCTION DOCUMENTATION
engineer shall affix to the item his seal and the notation"altered by"followed by his IS REQUIRED,ENGINEER MUST BE C H K'D BY: B W W
signature and the date of such alteration,and a specific description of the alteration. NOTIFIED AND PERFORM SITE
SITE PLAN INSPECTION PRIOR TO BACKFILL. DATE: O
THIS DRAWING IS THE PROPERTY OF BRET W.WINCHIP ENGINEERING,P.C.ALL DIMENSIONS S 25-21
1 11 _ 101 AND INFORMATION IS TO BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. SHEET NO. 1 OF 2
�& NEW;-, PROJECT: GROOS RESIDENCE TAX MAP #240.6-1-20
\ ��� ��,T ER yy� 0
co
w �� AS BUILT SITE PLAN
\ TOWN OF QUEENSBURY, WARREN COUNTY, NY
NEIGHBORING DRILLED WELL
�2S 083076
\ Fpp� N0- P.O. Box 116, 6272 State Route 9 PROJECT NO.
�FESS►o WLWINCHIP Ch '
Chestertown, New
York 12817 21 —017
\ E N GIN E E R � N G PC Phone: (518) 494-2555
DATE: 07-29-21 Fax: (518) 494-2566 S T-001
OCATION MARKER 3008-RC(24°° RISER COVER) &
INISHED GRADE 3008-R12(24" x 12" RISER) "T'° WITH VALVE AND DRAIN DOSING COMPUTATION
COVER 2° 0 EXTENSION
12.0'°± FFLUENT FILTER TO GRADE PIPE VOLUME - 57PIPE VOLUME = GAL0.65 GAL/FT
AIR SPACE SANITARY TEE
EXPLOSION PROOF JUNCTION BOX, REQUIRED DOSE = 57 GAL X 0.75
AULKED JOINT INSTALL CONTROL PANEL IN HOME REQUIRED DOSE = 43 GAL
6" OF SAND. PEA `� ® {TYPICAL) 52.5 59.5
GRAVEL OR 3/4 TO 43.5 LIQUID DEPTH r,. DRILL 1/4"QS WEEP HOLE TO DRAIN
�:r
INLET FORCE MAIN EVERY CYCLE FORCE MAIN VOLUME = 0.16 GAL/FT X 173± FT
1-1/2" AGGREGATE 2°' FORCE MAIN---- ,x FORCE MAIN VOLUME = 28 GAL
GATE VALVE `"�' PRECAST CONCRETE
.. .
2.0" 3.0" MIN WALL UNION SEPTIC TANK TOTAL DOSE REQUIRED PER CYCLE = 71 GAL
THICKNESS CHECK VALVE
FOR PRECAST PUMP — — — '` PUMP ON
BLOCK PUMP — — — `'° 3 PUMP OFF DOSE PROVIDED = 7.67' X 5.17' X 12 = 3.3 CF/IN
WATERTIGHT SEAL ALL PRECAST OR POURED t-1 6' DOSE PROVIDED = 3.3 CHIN X 7.5 GAL/CF
AS REQUIRED -r ._. ;:.�:...;:: A:,.._ -�:,.
COVERS, JOINTS = .� Y .,. .�.:�; r...
CONCRETE SEPTIC TANK "`'''"''" ""'`"'' m'``''' M16l �AVEL DOSE PROVIDED = 24,75 GAL/IN
AND PENETRATIONS : ..:........ ::.:;, : ......::;' .:
• �• `• �"� �'�° DOSE PROVIDED = 24.75 GAL/IN X 3 IN
'y INSPECTION DOSE PROVIDED = 74± GAL - 28 GAL (FM VOLUME)
HOLE y NOTES DOSE PROVIDED = 46 GAL OR 81%
- SEAL ALL OPENINGS WATERTIGHT
® a 62.0" 68.0" - INSTALL POWER AND CONTROL WIRES TO CONTROLLER LOCATED IN HOUSE
INLET 4'0 : OUTLET - USE 1000 GALLON SEPTIC TANK FOR PUMP CHAMBER WITH INSIDE DIMENSIONS OF 7.67' X 5.17'
4 O - EXISTING PUMP SHALL BE RELOCATED TO PROPOSED PUMP TANK
-. .... r - CONTROL SHALL BE EXISTING CONTROL TO BE REUSED
�-F-- 92.0" SWITCHES AS REQUIRED - USE NEMA 1 FOR INSIDE MOUNT
98.0" - PROVIDE °'T" WITH GATE VALVE TO DRAIN
- PROVIDE FROST PROTECTIVE SOIL COVER OVER NEW FORCE MAIN SECTION
CO T SEPTIC A - USE THE FOLLOWING FLOAT SETTINGS FOR A 1000 GALLON PUMP CHAMBER
WITH INTERIOR DIMENSIONS OF 7.67' BY 5.17'. FOR ALTERNATE CHAMBERS, CONSULT ENGINEER:
(N.T.S.) PUMP OFF - 6" ABOVE BASE (149± GALLON IN TANK)
NOTE: PUMP ON - 9 ABOVE BASE (223± GALLON IN TANK)
USE 1000 GALLONS FOR 3 BEDROOMS OR LESS
DOSE = 74 GALLONS - 28 GALLONS (FM VOLUME) = 46± GALLONS
ALARM - 15"ABOVE BASE (371± GALLONS IN TANK)
NOTE: STORAGE ABOVE ALARM = 1000 - 371 = 629 GALLONS OK
- INSTALL POLYLOK PL-122 RESIDENTIAL WASTEWATER
EFFLUENT FILTER IN OUTLET TEE
- GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT
TO AN ADDITIONAL BEDROOM FOR SIZING SEPTIC TANK.
AN OUTLET GAS DEFLECTION BAFFLE AND A TWO
COMPARTMENT SEPTIC TANK IS REQUIRED WHEN A
GARBAGE GRINDER IS INSTALLED
- INSTALL TEE IN TANK INLET AND OUTLET 16" AND 18"
BELOW LIQUID LEVEL RESPECTIVELY
+\ AS BUILT PLAN 07-29-21 BWW BWW
® REVISED PER TOWN OF QUEENSBURY COMMENTS 06-08-21 BWW BWW
0 RELEASED FOR FILING 06-01-21 BWW BWW
RELEASED FOR CLIENT REVIEW 05-28-21 BWW BWW
NO. DESCRIPTION DATE DWN CHECKED
BY
REVISIONS
NOTE: NOTE: SCALE: AS NOTED
It is a violation of New York State Education Law Article 145 Section 7209 for any person, IF"AS BUILT"PLANS AND/OR DWN. BY: BWW
unless he is acting under the direction of a licensed professional engineer,to alter an
item in any way. If an item bearing the seal of an engineer is altered,the altering CONSTRUCTION DOCUMENTATION
engineer shall affix to the item his seal and the notation"altered by"followed by his IS REQUIRED,ENGINEER MUST BE C H K'D BY: B W W
signature and the date of such alteration,and a specific description of the alteration. NOTIFIED AND PERFORM SITE
INSPECTION PRIOR TO BACKFILL. DATE: 05-25-21
THIS DRAWING IS THE PROPERTY OF BRET W.WINCHIP ENGINEERING,P.C.ALL DIMENSIONS
AND INFORMATION IS TO BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. SHEET NO. 2 OF 2
of NEB, PROJECT: GOS RESIDENCE TAX MAP #240.6-1-20
ER C
, AS BUILT WASTEWATER DETAILS CIO
S
TOWN OF QUEENSBURY, WARREN COUNTY, NY
c r�
PROJECT NO.
P.O. Box 1 16, 6272 State Route 9
fi�'�'� FESSIONP�% MN " HIP Chestertown, New York 12817 -
1 1
E N G 1 N E E R I N G PC Phone: (518) 494-2555
DATE: 07-29-21 Fax: (518) 494-2566 ST- 02