Wedgewood Septic As-Built I
I
-on-oft - -mum -Room
/ _
-mum , Sol-6° J1 1
» / 42�50 W
ADIRONDACK NORTHWAY 802.431 _ _ _ I
N.Y. INTERSTATE ROUTE 87 /
ACCESS RAMPS / -MOM • •
- _ o
1,500 GALLON PRECAST CONCRETE -
DUAL COMPARTMENT SEPTIC TANK
PIPE- -STONE AB RP71ON FIELD, 1,500 GALLON PRECAST CONCRETE
/ (7) ENCHES AT 0 LF EACH WITH DUAL COMPARTMENT SEPTIC TANK - o
/ DI IBU71ON BO ON CENTER TRENCH N -
co
1,500 GALLON PRECAST CONCRETE PIPE-IN-STONE ABSORPTION FIELD,
OPE-IN-STONE ABSORPTION FIELD, DUAL COMPARTMENT SEPTIC TANK °v
(5) TRENCHES AT 60 LF EACH AND (7) TRENCHES AT 60 LF EACH 1107H �
IDIS7RIBU77ON
(2) TRENCHES ® 58 LF EACH WITHDISTRIBUTION BOX ON CENTER TRENCH Z BOX ON CENTER TRENCH 1,500 GALLON PRECAST CONCRETE
DUAL COMPARTMENT SEPTIC TANK
ROSs� PIPE-IN-STONE ABSORPTON FIELD,
(7) TRENCHES AT 60 LF EACH WITH
DISTRIBUTION BOX ON CENTER TRENCH I
/ 47.2'
00,
NETIC AS PER YAP REFERMWE No. f
/ 15' 4.2' 59.8' 33.2'
32' 75.2'
/ 00, 55.7' at�nrour 38.
48 ' 2 .1' 14.3' 40.9'
�, 60
34.1' 27.2' ' �
41,500 GALLON PRECAST CONCRETE 9.3• 31.9' 32'
O� DUAL COMPARTMENT SEPTIC TANK 17 2, O
�uvour 49.30 22.1• 18 65.6' 1,500 GALLON PRECAST CONCRETE
61.7' .5'
19.0' 2 DUAL COMPARTMENT SEPTIC TANK
CO ��� 1,500 GALLON PRECAST O 24.8'
CONCRETE SEP11C TANK o0 -
46.3'
Ut,hties
o
27.8 00
LO
0
U
tiy `O� J�ti �SS� LL
OO°°
Utibties g �
/ � O
U
27.7' z
/ 1,500 GALLON PRECAST LL
0
CONCRETE SEPTIC TANK
/ G
0 0 0
I--F-16.8'
47'
/ PIPE-IN-STONE ABSORPTION FIELD, 30.6'
(7) TRENCHES AT 60 LF EACH WITH 71.2' 7.4' 19.5 6
/ DISTRIBUTION BOX ON CENTER TRENCH
� �39.1' 16.9, 25 � 20.5'
y' o J;� 22.1' � 14.6' 71' 6.2 24.3' 35.5 '
/ 77'O 45! 8 49 ,
/ 21.5' 45, 38 27.6
21'
s <* 0 27.6
c Jew 15.5' 51.5 . 31.6' AS BUILT
-mum ftftft
41.5'
wauft
_ RECORD DRAWING NOTES
1,500 ALLON PRECAST CONCRETE PIPE-IN-STONE ABSORPTION FIELD,
7 TRENCHES A T 60 LF EACH WITH
/ DUAL COMPARTMENT SEPTIC TANK DISTRIBUTION BOX ON ENTER TRENCH. _ = A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE ON APR1L
(TYPI AL F� BUILDINGS 2, 4, AND 6) AREA C � � 9 10, 12 18, 19 AND 24 OF 2019 AND IT IS MY OPINION
(TYPICAL FOR BUILDINGS 2, 4, AND 6) _
740, 768.85± sq. f t. 00 THAT THE SEPTIC SYSTEMS SHOWN HAVE BEEN INSTALLED IN
_- r333.80' 17.01± acres N�N GENERAL CONFORMANCE WITH THIS RECORD DRAWING.
0 Go-oft
' N48 8 5011
0��E G. THOMAS HUTCHINS P.E.
BTT � ,
V
I R
K _
E _
D R �\ � 4/25/19
''�
_ IV
E
1
I / �
I \
lftft. Iftaft
I I
5oZ
I
WASTEWATER SYSTEMS PLAN TAX MAP # 302.9-1-28.1
SCALE: 1"=50' Dig I Safely.
GRAPHIC SCALE New,
■Cali Before You Dig 3 COMPLETE SEPTIC RECORD DRAWING - ADDED BLDG 4 BLDG SEWER 412512019
25 0 12.525 50 100 ■Wait The Required Time®Confirm Utility Response 2 SEPTIC RECORD DRAWING - ADDED WASTEWATER SYSTEM LOCATIONS 411812019
( IN FEET ) ®Respect The Marks 1 PARTIAL SEPTIC RECORD DRAWING - ADDED WASTEWATER SYSTEM LOCATIONS 411212019
M Dig With Care
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES 800-962-7962 0 PARTIAL SEPTIC RECORD DRAWING 411012019
www.di gsafelynewyork.com
No. Revisions Date
MAP REFERENCE: WASTEWATER SYSTEMS RECORD DRAWING
BASE MAP INFORMATION AND WASTEWATER SYSTEM prepared for:
LOCATIONS FROM MAP OF A SURVEY MADE FOR
SCHERMERHORN WEDGEWOOD, LLC," IN THE TOWN Schermerhorn Wedgewood, LLC
OF QUEENSBURY, WARREN COUNTY, NEW YORK.
DATED NOVEMBER 20, 2017 PREPARED BY: Wedgewood Drive
Town of Queensbury, Warren County, NY
an D u S e
& n Drawn: JRS Checked: GTH Scale: NOTED Date: 410912019
Steve s
Land Surve ors 169 Haviland Road
y A TLICENISEDCPROFESSIONAM ENGINEER S BY
Queensbury, NY 12804 28064 F-0
169 Haviland Road Queensbury, New York 12804 (518) 745 0307 Phone
(518) 792-8474 New York Lie. No. 50135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering 518 745-0308 Fox