utility & drainage plan ,
DRYWELLS z_
#1 - TF ELEV. = 114.0 - 0° o > >
LEGEND #2 - TF ELEV. = 117. o Q < a = Q '-
r
U_ a PROPOSED uwTs OF oo Z a
EXISTWG GRADE CONTOUR I O CV J _ J U O
IZ Q W Z F=
r"vl•� CLEARING DRYWELLS o o
#3 - TF ELEV. = 116.75 - -' Z w o v
® NEW CATCH BASIN �� #4 - TF ELEV. - 106.0
cr-
0° z ~ o o a o o W
Q � o U_ U o
—— PROPOSED STORM CULVERT ° ,
pd EXISTING FIRE HY1lRANT/ VALVE ASSEMBLY - - O Q W W
V7 0 � 5: W W
v
PROPOSED SUBSURFACE v7
SFGE ROCK CHECK DAM W ~ � � w � �
`� DISPOSAL S'�T z AREA RESERVED °S i
W I TYPICA
O FOR LOT 17 titig. :8p co to
—»--w PROPOSED WAM? SERWCE Q 0.21 acres \ ay ,` • � . o �O Wcfl
O O O
`�y�►
I O N N d LO O
w i w ^� \ \ \ \
zI / S O O
REVISED FINISHED FLOOR ELEVATIONS a ti0 jl EX. CB INSTALL NEW 8 X 4FT DEEP DRYWELL p
I
ON EXISTING STORM PIPE co 'n r7 N o Z
FOR LOTS 21. 22 & 2j ` ' \
TF = 100.54' - REMOVE EXISTING OUTLET
15" I qV. OUT = 97.10
23 A & B E AND INSTALL END OF PIP
�, � � ? w INSTALL NEW 8'0 X 4FT DEEP DRYWELL '
GARAGE rr - U825 � � Its � TF = 100.5� ON EXISTING STORM PIPE
FRST Ff 11425 ° INV. IN = 96.2'+/- REMOVE EXISTING OUTLET
BASEMENT FF 311.0 \ \ 20 = ;
\ BOT. OW 95.2'+/- END OF PIPE AND INSTA
PROPOSED RELOCATION TF 98.5
22 A & B Joy " OF DRAINAGE EASEMENT
GARAGE tT • 12123 J \ O
fRST rf • 122.25 \ \ ` \;` O ' f,plK*BBB
,
BASEMENT fF - 114A
DRYWELLS
# TF ELEV 96.75
21 A & B - _
\ g,
f Jo J - TF ELEV, = 96.05 7
GARAGE 1Ff • 116.25 #6 ,k a
O
fRST FF - 117.23 ,, ,.... . . � -,; �, :. a• _ �o
\ X• G p�
TYPICAL
BASEMENT ff •
i
t
I]
� WATER SERVICE
T-P a
` 23A & B
TYPICAL
21 `A a" 0 - 2 FT WIDE BY 2' DEEP U In
cc
B EAVE TRENCH 01
SELECT FILL MATERIAL-, � (SEE DETAIL ON THIS DRAWING)
� 22•A�& B \'\\` ' ®, - 1
NOTE. SELECTED FILL MATERIAL SHALL BE _
1 A
WELL-GRADED LOAMY SAND CONTAINING \
A MIN. 10% SILT. NO ORGANIC MATERIAL
OR STONES LARGER THAN 3". IN-PLACE
Z �
PERCOLATION RATE TO BE BETWEEN 3 & 5 __.. . \ �• •`,' . W z z
MINUTES/INCH. CONTRACTOR SHALL PLACE FILL - -
r:::::::: :::::::::: :. :::::::.:::
:.......
AND LIGHTLY
MATERIAL IN 1 MINIMUM LIFTS :::. ::::.:: :, ,
.<................
:........... ..........:
WITH TRACK EQUIPMENT OR :............ .........
COMPACT ....:-......
ALLOW FILL TO STABILIZE BY NATURAL
.t.
,
.o .Q
AT LEAST 6 MONTHS
SETTLEMENT FOR
INCLUDING 1 FREEZE -THAW CYCLE. o*
N:.
"
r
i
r........ ...
....... . T�
•
............... .
.........................................
.... ....... .....
...........r......-........
.......... : ....... ......... ..O -.....
00
= e i v
. r r
-
V
O O °O S Z .0 'd 00
N O
O O O O N Gr' i0 o
25' NO-CUT DS OF NIAGARA MOHAWK POWER CORPORATION
I BUFFER W
SOIL TEST P/T INFORMA TION Z 1-4m z
BUILDING
SELECT FILL MATERIAL -
0- TOPSOIL
NOTE: SELECTED FILL MATERIAL SHALL BE 8-191s- FINE LOAMY SAND
t WELL-GRADED LOAMY SAND CONTAINING 19-e6- FINE SAND Z xQ
�.— FINISHED GRADE , A MIN. 10% SILT. NO ORGANIC MATERIAL PTcoLN,anav RATE 1" IN 1 MINUTE 11 SECONDS Q ~
°$S� g°o00 ° o ALUM1 EDGING OR STONES LARGER THAN 3". IN-PLACE
TO BE BETWEEN 3 & 5 0-12' TOPSOIL
° PERCOLATION RATE �2
° bd �p �,° °o MINUTES/INCH. CONTRACTOR SHALL PLACE FILL 1- 6 FlNE LOAMY SAND FILE COPY � �
08CbO ° REVISED BUILDING FOOTPRINTS FOR MATERIAL IN 1' MINIMUM LIFTS AND LIGHTLY 31-ss' FlNE SAND
00 Ca °o° LOTS 21 A & B COMPACT WITH TRACK EQUIPMENT OR PERCOLMOTTLING ON R h-i
PERCOLAAON RATE 1" IN 1 MINUTE 02 SECONDS
Q goo Fri
1 REVISED GRADING AND FINISHED FLOOR ALLOW FILL TO STABILIZE BY NATURAL
° #2 BROKEN STONE ELEVATIONS FOR NEW BUILDINGS SETTLEMENT FOR AT LEAST 6 MONTHS 3 0- 4 TOPSOIL
9-24- FINE LOAMY SAND
W ° M 6 (�°o° o0
b6 �7 INCLUDING 1 FREEZE -THAW CYCLE. 24-65' FINE SAND 2 �o a f..�
08 o NO MOTRJNG PR GROUNDWATER OBSERVED D l5 l�v O
0 00 00o FILTER FABRIC PERCOLATION RATE 1" IN 43 SECONDS �♦ �'
JUN 18 2018 W 0 W
fk% ,44 0-10- TOPSOIL
10-28" FlNE LOAMY SAND TOWN OF QUEENSBURY
SUBGRADE 28-88' FlNE SAND BUILDING&CODES
NO MOTWNG OR WATER OBSERVED BUILDING O
PERCOLATION RATE 1" IN 35 SECONDS
5 0-9- TOPSOIL C ~
SAYE TRENCH DETAIL 9-28-- FINE LOAMY SAND Z Z
28-73 FINE SAND (�
NOT T(? SCALE MOTTLING AT 66" O ^
PERCOLATbN RATE 1" IN 1 MINUTE 12 SECONDS O T 1
HEAVY DUYY �•/
'b
CAST ROM FRAME AND GRATE
CAMMULLI FOUNDRY #118GD OR EQUAL TEST PITS BY CHARLIE MANE ON 5111106 Q
PERCOLATION TESTS BY NACE ENGINEERING ON 5115106 W
5TALL MAY BALE DAM AROUND THE
, 41
GATCFti BASH GRATE uNTLFooth 308.8-Its Builders RC-0342-2018
N N
LAWN
F.+y
SLOPE %'„' AREAS ARE ESTABLISHED 35 Smoke Ridge Rd., Lot 21 A � •d
`� FWISFtED GRADE
RISER As REQUIRED ! 1/2 of 2-Family 1465 s.f., Gar. 231 S.f. 0-4
0- 4
a� E4
— PROPERTY LINE INFORMATION & CONTOURS A
00�� 0 0 �� AS PER MAP OF BURNT RIDGE, A SUBDIVISION �j O
\ 0 Q� O PRECA5T CONCRETE MADE FOR CORE, INCORPORATED, LAST
Co r O" 0O DRYWELL o og REVISED ON NOVEMBER 6 BY D.L. DICKINSON
000 8, 1 ASSOCIATES AND APPROVED BY THE PLANNING
,- NI:
0BOARD OF THE TOWN OF QUEENSBURY ONO0 0 0 � 0 00 1
0 APRIL 28, 1986
o
r 2CRU 3" SIZE min. F1
�t oc>Cb SpO;
000 GEOTEXTILE FABRIC DATUM: ASSUMED
O MAY 2
�� ALL AROUND STONE ENVELOPE CONTOUR INTERVAL 1 FOOT
BOTTOM OF DRYWELL !PRECAST FOOTING RING = 006
Sea
\000 �0 O o'"o MAX" hGh GROUND WATER p
BELOW BOTTOM OF STONE GRAPHIC SCALE
50 0 25 50 100 200 —
8 ft Sh8 DRYINELL
NOT TO SCALE IN FEET ) SHEET 2 OF 5
1 inch = so D429
DWG. NO. 01135
TAX MAP NO.S - 121-10-999/38.08-1-21
i
3
w
o > 5
LJ
ABSORPTION TRENCH Q w 0_ w
RECOMMEND ALL ACCESS CSEE TYPICAL 'DETAIL.) 0- =O Z d
4• CLEANOUT OPENINGS Li
APPROXIMATE BE RAISED TO G' BELOW CONCRETE OR STONE _ SEED CROWN
FISH GRADE FIPgSFt. GRADE. MARKER ABOVE ALL _ AND SLOPES Z m Q V) 1 j Z
BURRED COVERS ! 6' M'aMl. 4' •• Q
RECOMMENDED. I _ X Z z CL O
I��..-.- :� - I!—'' - O O O W
- - - -
�I INLET BAFFLE W
12 MN. COVER OVER w w
ALL STRUCTURES 6 MIN. —
,• -
co
t
TERM#NATE ALL PIPES lia°'1 24 M'qN _ cn — — —
#1 DISTRIBUTION BOX ;,,. :.: ...- - ::
FLUSH W/NSDE WALL _ : ..._.... _ -
BY FORT MILLER OR ,: _ --
- -
3 EQUAL ;i - .. ---;..:.� -. .-- ��M3�.: Li ,-- ... - ,. v_ ,,
SEA
co N
---- EXCAVATE EXISTING SOIL MAXIMUM GROUNDWATER ELEVATION
MN. SLOPE
_�� O O O PRIOP FO FILL PLACEMENT LEVEL SONAL MIGH— COo N 4- to o
I \ \ \ O \ \ O
1/4' PER FOOT 1 M. SLOPE N
+ I
PER FOOL I� CAREFULLY SELECTED FILL MATERIAL. WELL GRADED LOAMY SAND. Ln 00 Ln LO
0 o ch o1-0o ALL OUTLET INVERTS OR WELL GRADEDLOAMY SAND GRAVEL5. CONTAM�NG A MINIMUM OF o 0
v n 0T-� TO BE SET AT IOZ SILTS OR CLAYS. NO ORGANIC DEBRIS. AND NO SOLID OBJECTS p
LOOO GAL. SEPTIC TANK d PEA EXACTLY THE SAME
BY FORT MILLER ►- v n GRAVEL ELEVATION LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 5 TO N o Z
OR EQUAL w w INLET OUTLET ff 6 MINUTES. COMPACT FILL N G" LIFTS WITH LOW GROUND PRESSURE
DISTRIBUTION BOX CUSS OF SPEED LEVELERS— claBAFFLES --1 NOT TO SCALE ENCOURAGED3 TRACK MOUNTED DOZER.
SEPTIC TANKS WITH JOINT BELOW
Tm LIQUID LEVEL MUST BE TESTED °: MODIFIED 501L 5Y5TEM DETAIL
:
FOR "FILTRATION PRIOR TO ACCEPTANCE i ' d
BY THE LOCAL CODE ENFORCEMENT OFFICER 99
NOT TO SCALE
& FOR U5E WHERE PERCOLATION RATE
OF EX15TING 5OL5 15 1 F55 THAN 1 MNUTE.
M FIMUM1 2x WIDTH ~
MAXIMUM 4x wDm INSTALLATION Of DISPOSAL FIELD
1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING,
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S.
O 0p000 DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND
PROVIDE 3- SAND OR— ;j) ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND In
PEA GRAVEL UNDER TANK K CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. U- 'aC
SEPTIC TAN 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS 0
NOT TO SCALE OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. - 2'-0/1 _ = 4'-010 - - 2'-011 -
3• EXCAVATIONAFTER W THE WALLS AND FLOOROF EAC CH TRENCH SHOULD BE H TO THE DEPTHS CLEANED
���•C S*"GQ+
SEPTIC TANKS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN 15Z MAX"
SMEARED SECTIONS OF TRENCH. CROSS SLOPE
4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE ON SLOPED SITES
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK AND GEOTEXTILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL OVERFILL TO ALLOW
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND FOR SETTEL�NT
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. OTHER WASTE MATERIAL IN THE STONE AND PIPE.
Z. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE c co
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT �� Q't �
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS CONTINUOUS GRADES WITHOUT SAGS, HUMPS SEPARATED JOINTS �� �� W O
NECESSARY TO ACHIEVE A STABLE FOUNDATION. OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY WITH THE HOLES DOWN IN ALL CASES. \ _ EAR 1�" TCI 19" W 4 .
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. FILL �"' �" 0
6. FOR INFILTRATOR SYSTEMS, THE BOTTOM OF TRENCH SHALL BE LEVEL H¢ �
4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED PRIOR TO PLACING THE INFILTRATOR UNITS.- UNITS SHALL BE INSTALLED i
FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS INFILTRATOR CHAMBER SYSTEM
END PLATES SHALL BE SECURELY ATTACHED AT INLET AND END OF EACH TRENCH. EQUALIZER 24 OR EQUIVALENT. c")CD
5. ALL JOINTS MUST BE SEALED. SOLID CONCRETE BLOCK SPLASH PAD SHALL BE PLACED UNDER THE END OF THE cv M W z Z
INLET PIPE INTO EACH TRENCH. 11"t p,
6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY + a
FROM THE DISPOSAL FIELD. 10
7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED PROVIDE SOLID CONCRETE
UNDER PAVEMENT. BLOCK SPLAcSti PAD UNDER
r--
INLET PEE_OF EACH TRENCH N oMAXIMUM a or N
� I
z w w SONAL MW
z_ /T-*T
GROUNDWATER ER ELEVATION - Z o
_, a p w 00
wcn cn0 INFILTRATOR AB50RFTION TRENCh SECTION0,
w =3 =3 w N.T.S.rn c� (n
fyoryoa Z04 4 w d w b I
T
m I
FINISHED GRADE `zz, to m o
CL
DUPLEX HOUSE =��II-��1� 11113i�
NOTES: 19 MAX =1III-iiil - I
_.��2" MIN. � O Q
H
1. TILE FIELD TO BE 100' OR MORE FROM ANY
LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' ' ~
OR MORE FROM ANY WATER LINE UNDER PRESSURE. \- a �� �� ,�, INFILTRATOR CtIAMBERS
TIGHT JOINT 4" PIPE 10'-0" r`` �.• a `s--'E ''.� � 1
MIN. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION
ON SLOPE OF 1/4" /FT. BOX; USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR. BOTTOM OF TROM TO BE LEVEL ~
SEPTIC TANKS 20-0 FROM BASEMENT WALL A
MIN, SCHEDULE 40 PVC WITH CEMENTED JOINTS. BOTTOM OF TRENCH
TIGHT JOINT 4" PIPE NOT£S$
ON SLOPE OF 1/S" /FT. �
1 �' MIN. 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST 1. BOTH ENDS OF INFILTRATOR CHAMBERS MIDST BE Z
IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT CAPPED WITH END PLATES SECURED TO CHAMBERS O
O
LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. 2. ALL LATERAL5 TO BE OF EQUAL LENGTH. cr
3. MAXIMUM TRENCH LENGTH IS 60 FEET.
DISTRIBUTION BOX 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE H
L AWAY FROM SEWERAGE SYSTEM. O
INFILTRATOR ABSORPTION, TRENCH PROFILE
ABSORPTION TRENCH 5. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL N.T.S.
t-�
WITH CONTOUR LINES. F�
SEE NOTE #4 BELOW PROPERTY
0 0
10' MIN. 10' MIN. LINE FT1 E E^+
cn
SEWAGE DISPOSAL LAYOUT
o O H
NOT TO SCALE E
0 A
SEPTIC 5Y STEM DE 51GN NOTE 5:
FWSHED GRADE �
ACCESS PLUG w .d
aOt 1' N GRASS AREAS
1. DUE TO THE PROPOSED GRADING. PERCOLATION TESTS FOR ALL SYSTEMS SHALL 4. THE 5UB5URFACE ABSORPTION 5Y5TEM LAYOUTS SHOWN ON THE SITE PLAN ARE � FLUSH WITH PAVEMENT � L) � H
BE PERFORMED AFTER GRADING 15 COMPLETED. BASED UPON 3 BEDROOMS PER LIVING UNIT AND A PERG. RATE OF 1 TO 5 MIN./IN. %� �, '�',' �`'' %� �� A 1w E-1
THE REQUIRED LENGTH OF ABSORPTION TRENCH 15 150 LINEAL FEET. If THE ON-51TE o
2. PERCOLATION TE5T5 ON AT EXISTING GRADE INDICATE THE PROBABILITY OF PERG. RATE 15 GREATER THAN 5 MINJIN. THE LENGTH Of TRENCH SHALL BE ADJUSTED 0 TOP CASTING
PERCOLATION RATES UNDER 1 MINUTE PER INCH. IF THE PERCOLATION TEST ON ANY IN ACCORDANCE WITH THE NY5DOH STANDARDS FOR INDIVIDUAL RESIDENTIAL
LOT IS LE55 THAN
1 MINUTE PER INCH THE SEPTIC SYSTEM ON THAT LOT SHALL BE WASTEWATER TREATMENT 5Y5TEM5. CORPORATION 5T SERVICE BOX
CONSTRUCTED AS A MODIFIED SOIL SYSTEM IN ACCORDANCE WITH THE DETAIL ON CURB STOP O
THI5 DRAWING. AN ADDITIONAL PERCOLATION TEST SHALL BE PERFORMED IN THE 5. THE SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH
co
MODIFIED 501L TO CONFIRM THAT THE REQUIRED PERG. RATE HAS BEEN ACHIEVED. THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK LICENSED WATER LINE
1 � I � ,1 TO HOUSE
THE SEPTIC SYSTEM FOR EACH TOWNHOME SHALL CONSIST OF 2 — 1.000 GALLON PROFESSIONAL CP.E.. R.A.. OR EXEMPT L.S. AND WRITTEN CERTIFICATION TO THAT EFFECT rMAY zoos
3. SHALL BE SUBMITTED TO THE LOCAL BUILDING CODE ENFORCEMENT OFFICER PRIOR TO G.O. Scale NOW
SEPTIC TANKS C1 FOR EACH HALF) AND 3 — 50 LF AB50RPTION TRENCHES FOR EACH HALF.
WATER MAN TYPE K COPPER TUB LD ING SO LONG. BLOCK
G. THE 5UB5URFACE ABSORPTION 5Y5TEM PLANS SHALL BE SUBMITTED TO NY5 DOM 3i4• FOR SERVICE LESS THAN OR E4UAI. To ioo• OR Cl FOOT PIECE
1' FOR SERVICE OVER 100' AS REQUIRED
FOR THEIR REVIEW AND APPROVAL.
WATER SERVICE CONNECTION SHEET 3 OF 5
NOT TO SCALE D429
DWG. NO. 01138