septic as-built 10' MIN. FROM STONE WALL '01
Cb REMOVE ORGANICS AND TOPSOIL
PRIOR TO PLACING FILL MATERIAL 6' TYR TRENCH SPACING ov
-JH SLOPE—
PROP REGRADED,VEGETATED PROP.6"PVC DRAIN 1 V, EXISTING STONE
SLOPE,1 V.3H SLOPE,INSTALL FROM ROOF GUTTERS 4" MIN. TOPSOIL SHALLOW TRENCH WALL
FILL MATERIAL
EROSION CONTROL BLANKETS,
NATIVE SOILS
NORTH AMERICAN GREEN S75BN `7
7�1
0 0 0 0
0
0 05 0 0 0
...........
........... ..........
0
A
.......... ..............
0 0
0
. ....... 24 ........... ............. ............
..........
24" N. SEPARA 71ON
. .... . ...........
0 ...... 0
TO BOUNDARY CONDITION 6 MAX INTO A
EXISTING GRADE :
0 ...... . ....... .... ............... ..........
........... .. ...... .
0 0/
ti
4�OUNDA
RY COND177ON 0 ,50-
... .......
7 .7.
........... :_PROPOSED 24- WIDE ABSORPTION TRENCH, ...........
�5
(4) REQUIRED AT 55' LONG EACH
......... . ........ ... .......... .............. .......
.........
(SEE ABSORP71ON TRENCH SEC77ON AND PROFILE FOR DETAILS) .............
L) .............
PT-2
PROP.D-BOX 0
0
0 ABSORPTION TRENCH SECTION
�ti0
0
roll
•
00 SCALE NTS
i 00 4n MIN TOPSOIL OVER THE
PROP.SHALLOW ABSORPTION 0
TRENCHES-4-55 LF LATERALS ' PROPOSED
0
FIELD;
0 MIN TOPSOIL OVER THE EN71RE ABSORP77ON ENTIRE ABSORPTION
WELL 4
0 SEED & ESTABUSH TURF
0 0 FIELD, SEED AND ESTABLISH TURF 0 41 ON±LOCA TI OVERFILL TO ALLOW
0 0 BACKFILL FREE OF FOR SETTLEMENT
bw %jr% k, ';' 0
ou TP 0 0 FILTER FABRIC MIRAFI 14ON OR EQUIVALENT
0 0W.OU0 900,010 _00 0 �o 0 0 07 STONES OVER 3"
0 0 0 0 0 0 0'4b�� 0 0 0, 0 4� / 00
-
1010 W.bWb%j6%j
0 0 0 0 0 -0 '00000*0 0 -0 0 0 0 0 0- 0 0 0 a
-00wo
0- 0 0 0 10 0 01 0 O?zo
0 0 0 0 0 0. 0 D 'SQ5 A,,
60096W_?Po 10 0, 0 0 0 SO
0 096 0000 OR10 00 -0 0 0 �Y_o 12" MAX
0-0-0yo 0 o"0'�-o'o'0 T-1 0
0 00060 OoAjoyt6tj U V
ot
600000
0 0 4n 0 0 0�fono 0 i
n n16" •
0 0 6" MIN.
0 ,0 09
0. 0 0 6C)n t A
2" MIN C
it A MIRAFI 140N
0 SLOPE- OREQUAL 2' TRENCH WIDTH 6-12"
0 0 0 FILTER
FABRIC
0 0 0
0 0 0 0
0 0 C�)
nh 0 it i 00,
0
0
n n ri n ri
lot 0
0 2 MIN.
0
0 6" \_4" PERFORATED PVC LATERAL,
SLOPE 1116- 1132- PER FT
0
00 END CA P 0
1ri00059000191 CDP 12"
_096 0
T :I* • " z, ;;.,r'°' .,• y0 6'
00
J4" TO 1 112--f
0
CRUSHED STONE
TO
PERFORATED PVC LATERAL, SLOPE
—4 0 1-1/2" WASHED
314
CRUSHED STONE
1116- 1132- PER FT
ABSORPTION TRENCH PROFILE
PROP.1000 GAL 4 / I
0
SEPTIC TANK
0
9
0 SCALE NTS ABSORPTION TRENCH SECTION
00
0 NTS
S
. 0
to
lj Q - -, *. , .* * ... . - - ... .. ; ...
0
INSTALL POLYETHYLENE EXTENSION TO GRADE KITH-\, SUGGESTED: INSTALL POLYLOK PL122 FILTER SUCH
0
TAMPER RESISTANT ACCESS COVER (NON-TRAFFIC AREAS) THAT IT IS READILY REMOVABLE THROUGH TANK
ACCESS COVER
12" MIN. COVER
114* PER FOOT 4
MIN. SLOPE
. - A- .,. 12m MIN. COVER
A Id 1/8* PER FOOT DISTRIBUTION BOX
Aj
3 L MIN. SLOPE
4" HOUSE SEWER
LIQUID LEVEL
4" EFFLUENT SEWER
N
WATERTIGHT SLEEVE & _1
A r . BAFFLE
SEAL (TYP.) 'A,
160 18" 2" MIN.
MIN. USE SPEED LEVELERS TO ASSURE
4 ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP
WASTEWATER SYSTEM SETBACK SAME ELEVATION BETWEEN INVERTS
SCHEDULE 40 PVC SDR-35 SOLID HEADER TO
ABSORPTION FIELD, 118" PER FOOT
oG SITE PLAN PROPERTY LIQUID DEPTH
0 LINE HOUSE WELL 30" MIN. A41N SLOPE
SCALE. 1"--20' 60" 4AX
SEPTIC TANK 10, 10, 50f SEPTIC TAW NOTES
ABSORPTION ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF
10, 201 100, HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR
FIELD A EQUIVALENT
MINIMUM 2X WIDTH P
•
MAXIMUM 4X WIDTH ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE
STANDARD SPECIFICATIONS FOR SILT FENCE EXIS71NG SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY
WASTEWATER SYSTEM DESIGN W1W SYSTEM INSTALLATION NOTES DEFINITION TO ACHIEVE A STABLE BASE.
• .. 4 SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONS7RUC7I0N
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH A TEMPORARY BARRIER OF GEOTEX77LE FABRIC INSTALLED ON THE CONTOUR ACROSS A
3-BEDROOM DESIGN 46
THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF A- * A: DESIGNED FOR H-20 WHEEL LOADING.
WATER SAVING FIXTURES F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC DISTURBED SOILS. PROPOSED 1,000 GAL. PRECAST CONCRETE SEPTIC TANK. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT JOINTS BELOW THE LIQUID LEVEL MUST BE
(1.6 GPF MAX FLUSH, 3.0 GPM MAX FAUCETS) TAW LEACH FIELDS. PURPOSE TESTED BEFORE BACKFILLING.
TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT
DESIGN FLOW - 110 GPDIBEDROOM e AFTER EXCAVA77ON OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND LOAD.
SYSTEM DESIGN FLOW - 330 GPD FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN APPLICATION 10'-0" 36" FENCE POST
SMEARED SECTIONS OF TRENCH. - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBU77NG RUNOFF TO THE FENCE PLACED 0.C. MAX DRIVEN MINIMUM 16" SEPTIC TANK DETAIL [E C E 9 V
SEPTIC TANK * PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED ON A SLOPE. INTO GROUND
INSTALL NEW 1000 GAL PRECAST CONCRETE 1:2 SLOPE (50%) 25-FT SCALE. NTS
TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE
1:3 SLOPE (33Y.) 50-FT SILT STOP EMBED IN
JUL 2 0 2013
L
ABSORPTION TRENCHES.
LEACH E 1:4 SLOPE (25X) 75-FT GROUND 8" MIN.
FIELD THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING 1:5 SLOPE OR LESS 100-FT F TOWN OF QUEEN3BURY
SHALLOW PIPE-IN-STONE ABSORPTION TRENCHES STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 114 ACRE PER COMMUNITY DEVELOPPOrENT
..........
DESIGN PERCOLA77ON RATE = 11-15 MIN/IN -FEET OF FENCE MIN MAXIMUM PONDING DEPTH OF 1.5 FEET
OTHER UNSUITABLE CONDITIONS. 100
APPLICATION RATE = 0.8 GPDISF ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE - EROSION WILL OCCUR AS SHEET EROSION.
- CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE.
ABSORPTION TRENCH LENGTH REQUIRED = 207 SF RUNOFF AWAY FROM THE DISPOSAL FIELD.
DESIGN CRITERIA
4-55 FT LONG TRENCHES = 220 LF TOTAL TO BE PROVIDED a DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED HAS - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
BEEN INSTALLED. POSSIBLE, WITH A MINIMUM OF 10-FEET FROM THE TOE OF A SLOPE. THE AREA ENGINEER IS A VIOLATION OF WS EDUCATION LAW.
POTABLE WATER SUPPLY TO BE NEW ON-SITE WELL 0 THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED.
-MAINTAIN 50' MINIMUM SEPARATION FROM SEPTIC TANK TO DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED B MIN. OF NE
WELL DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. BY USING HEAVY WRE FENCING FOR ADDED SUPPORT. S H
- WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE
-MAINTAIN 100' MINIMUM SEPARATION FROM ABSORPTION BED * ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT
TO WELL EXCLUDED FROM THE WASTEWATER SYSTEM. THESE CONNECTIONS. 04
FABRIC MATERIAL CRITE&A
PERSPECTIVE SOIL BACKFILL W
SYSTEM MATERIAL SPECIFICATIONS GRAB TENSILE STRENGTH 90 LBS ASTM D1682 LU
ABSORPTION FIELD NOTES ABSORPTION BED AGGREGATE ELONGATION AT FAILURE 50%. ASTM D1682 36" FENCE POST 0 ISSUED FOR BUILDING PERMIT 612112018
THIS DESIGN UTILIZES A SHALLOW PIPE-IN-STONE ABSORPTION STONE IS TO BE 314- TO 1-112- WASHED CRUSHED STONE. CONSTRUCT70N SPECIFICATIONS N o. 1 Revisions Date
TRENCHES INSTALLED IN STANDARD CONFIGURATION. CUT ALL EFFLUENT SEWER PIPE
7REES, STUMPS AND OTHER VEGETA77ON AT GRADE AND REMOVE. PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM * WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR —SILT STOP EMBED IN WASTERWATER PLAN DETAILS
REMOVE STUMPS AND EXISTING ORGANIC MATERIAL FROM SURFACE SLOPE. STAPLES. POST SHALL BE STEEL EITHER or OR mum TYPE OR HARDWOOD. GROUND 8" MIN.
FILTER FABRIC o FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WRE FENCE WITH TIES SPACED prepared for.
PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK FILTER FABRIC TO BE 4.8 OZISY NON-WOVEN SEPARATION FABRIC, TENCATE EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 60 MAX MESH UNDISTURBED GROUND
IN ABSORPTION FIELD AREA. MIRAFI 140N OR EQUIVALENT OPENING. George Rhein
0 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE Dlig plosafelyn
HOUSE SEWER PIPE % Chestnut Ridge Road
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO OVER-LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, /x , NewlYork
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL W17H 114- PER FOOT MIRAFI 10OX, STABILINKA T140N OR APPROVED EQUIVALENT \,,\' , __� Town of Queensbury, Warren County, NY
DIVERT SURFACE RUNOFF AROUND ABSORP71ON FIELD. MINIMUM SLOPE. N Call Before You Dig
e PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT 0 Walt The Required Time
ff m v 'A""'r- u r '"Ll "I PRIOR TO PLACING 17LL MATERIAL
Q
0
TOPSOIL MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 0 dontinn Utility Response Drawn: TRC Checked: GTH Scale: NOTED Date. 513012018
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND "BULGES" DEVELOP IN THE SILT FENCE, SECTION a Respect The Marks 169 Hoviland Road
ESTABLISH TURF. 0 Dig With Care Queensbury, NY 12804
SEDIMENT FENCE DETAIL 800-962-7962 10, 291270-01-S2
wwwAftesislynewyork.cm (518) 745-0307 Phone
SCALE. NTS Hutchins Enninparinn