my test 141
4" TOPSOIL COVER ABOVE 4" PVC PERFORATED LATERAL FILTER FABRIC
TOP OF STONE BED, MIMAI-1 74ON OR EQUAL 7 X, N
SEED & ESTABLISH TURF ONnGURA77ON KITH MANIFOLDED ENDS 2.5' TO EDG
5' PIPE SPACING
OF BED
INSTALLED LEVEL,, IN BED
it.7-
77
'As
Col— "..__1 I : � i ! ! : _-
LANDS N/F OF H !
FLOWERS 7.
TAL
1 2" STONE
,�0_70
49
..1 ! !:��_ISTONE
VER 0 VER
PIPE e': i-77.L,.1'7'77
EXIS77NG
WELL±
7
Mgt V,
MIN STONE:.
IP ..........
IRF BED WD TH & GEOMETRY
........... i:i 77'�j PER PLAN 2#
BELOW PIPE '.
.............
...........
PARA
0
EXIS71NG I I -- 1 i �::��: ! , I - �'0` m
DAR ,�,10 - -,
g
IPF
.........
T
..........i.�
.............
2, llt,M _5
..............
'17
314'!-1-112- WASHED-i
N
CRUSHED STONE ABSORPTION BED SEMON
SCALE. NTS wm�
21
LOT 17 TZM i'll
g
AREA
;w
20, 128.00 sq. ft. .
0.46 acres
SITE LOC47-ION--J
LorAT70N MAP
LOT 16
50' WELL---
SETBACK 4" MINIMUM TOPSOIL ON APPROXIMA�E—
LANDS N/F OF
C13 ENTIRE BACKFILL AREA; Exls-nNG GRAbE SYSTEM INSTALLATION NOTES
CASELLA
ko SEED AND ESTABLISH TURF
I CONS7RUC7ION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE K17H THE MYS. DEPARTMENT OF
E C13 30' BED HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND AS7M F481 INSTALLA77ON OF THERMOPLAS77C PIPE AND CORRUGATED
PATIO
a0PE LENGTH
SLa0r___4 TUBING IN SEPTIC TAW LEACH f7ELDS.
AFTER EXCAVA77ON OF 15' WOE X 30' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR
DECK
�00
I J.-
i SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL.
J".
F __j
LOT 18
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE
�X
4N SDR-35 PVC PERFOR47ED F11 TER FABRIC, 7ENCATE
EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
LANDS N/F OF
LA7ERAL INSTALLED NEAR LEVEL, ABSORPTION BED PROELE MIRAF1 14ON OR EQUIVALENT
BENNETT
Co IN BED CONFIGURA 77ON N IS
SCALE.
ITI THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CON77NUOUS GRADES IRTHOUT SAGS,
HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID KITH HOLES DOWN IN ALL
V) CASES.
2nd FLOOR, C
OVFPHANG
ALL DISPOSAL RELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF A WA Y FROM THE
DISPOSAL FIELD.
SID 4.
CONCRETE MR LIMIT OF 15'xJO' DO NOT USE HEAVY EQUIPMENT WTHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
0 4 PERFORATED PVC LATERALS
DRIVE
STONE BED INSTALLED NEAR LEVEL IN
0
PROPOSED HOUSE SEWER. HOUSE SEWER BED CONFIGURA 77ON
7-1 OF
THE WA SED UPON THE INSTALLA77ON WA TER
UTILITIES ELEVATION TO BE RAISED WITH NEW STEWATER TREA7MENT SYSTEM IS DESIGNED AND APPROVED BA
PT-1
-LOW OF 110 GPD PER BEDROOM. TH
FIXTURES AND A DESIGN F E SYSTEM IS NOT DESIGNED TO
CONSERVING
PENETRATION THROUGH FOUNDAIION WALL
ACCOMMODATE EXTREME WATER USE nXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WA TER TREA TMEN T
7.777= 7
PROPOSED 1,250 GALLON PRECAST
-CONSERWNG WATER lFIXTURES OR EXTREME WATER USE FIXTURES IS
EQUIPMENT. THE INSTALLAIRON OF NON
CONCRETE SEPTIC TAW
CONTRARY TO THE APPROVAL OF 7HIS WASTEWATER TREATMENT SYSTEM.
PROPOSED
-11,.. .................. ..... ...... ................ .................... ........ ........
PROPOSED DISTRIBUTION BOX
4�-%%%-90
DiSIMBUTION BOX
15 7-Y -Y
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWA
10
4_j
Ce PROPOSED 15'XJO' ASSORP71ON BED YSTEM.
% 4" PVC S
-T
EFFLUENT
-ty
7REE TO BE
SEWER
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORP71ON
125± TO
=S
REMOVED IF UTILITIE
NECESSARY F7ELD.
WELL z
NEIGHBOR'S
2,7 C
', _'4 SEP77C TANK AND ABSORP71ON BED MUST BE INSPECTED BY TOWN OF QUEENS URY BUILDING INSPECTOR AND
5
DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING.
:,Y 'y
Z. -il-4. r�zl�q _,�4 f
�4
LEGEND
SYSTEM MATERIAL SPECIFIG4TIONS
CIRFO= CAPPED IRON ROD FOUND
WASTEWATER SYSTEM PLAN .............. ............. ....................... . ........ ..............
VACANTI IPFO= IRON PIPE FOUND
ABSORPTION FIELD AGGREGATE
1PARCELI 5�i_eji -1
SCALE. 1"--20' IRFO= IRON ROD FOUND
TO 1 WASHED CRUSHED STONE.
j STONE IS TO BE 314 -112
rTb= UTILITY POLE
EFFLUENTF7LTER
GMPHIC SG4LE 30' EFFLUENT FILTER TO HAVE 1116-INCH nLTRA710N, POLYLOK PL-122 OR EQUIVALENT
10 0 5 10 20 410 EFFLUEN'r SEWER PIPE
Mimi
ABSORPTION BED PLAN PIPING TO BE 4" SDR-35 OR SCH-40 PVC, INSTALL MTH 118" PER FOOT MINIMUM SLOPE.
IN FEET SCALE. NIS
FULTER FABRIC
CONTRACTOR TO FIELD VERIFY LOCA 77ONS AND DISTANCES.
FILTER FABRIC TO BE 4.8 OZISY NON-WOVEN SEPARA77ON FABRIC, TENCATE MIRAn 140N OR EQUIVALENT
HOUSE SEWER PIPE
PER FOOT MINIMUM SLOPE.
_-7
�K PIPING TO BE 4' SDR-35 OR SCHEDULE 40 PVC. INSTALL KITH 114
TOPSOrL
PLACE 4" MINIMUM TOPSOIL OVER EN71RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
WASTEWATER SYSTEM DESIGN SITE SOILS DATA
R-7!
APPROXIMA TE POLYETHYLENE EXTENSION TO GRADE TEST Prr 9 W E
4-BEDROOM RESIDENCE TOWN OF QUEENSBURY
F`INISHED GRADE MTH TAMPER RESISTANT ACCESS COVER DESIGN FLOW 110 GPDIBEDROOM BUILDING & CODES DEPT,
TP-1 - 61912021 BY HUTCHINS ENGINEERING
SYSTEM DESIGN FLOW - 440 GPD 15" - TOPS
_E 0 OIL Reviewed By- JUN 16 2021
2" MIN. DROP SEP77C TANK NEW 1,250 CAI ION PRECAST CONCRE7
6-22" - MEDIUM DARK BROM MEDIUM & FINE Date:
BETWEEN INVERTS
SAND KITH�OME SILT TOWN OF QUEENSBU
12" MIN. SUGGESTED: INSTALL POLYLOK DESIGN EPL-66TION RA 0.8 GPD/SF, BASED ON BUILDING&CODE, y
COVER 22-38" LIGHT BRO MEDIUM & FINE SAND,
PL-122 FILTER SUCH THAT IT
120 MAX 6-7 MINIIN PERCOLATION RATE 289.8-:1-52
IS READILY REMOVABLE THROUGH VERY LITTLE SILT SEP-0464-2021
/A/Vr% ACCESS COVER COVER obert, Joan
D
DISTRIBU77ON BOX ABSORP77ON dED AREA REQD (.3,30' GPD)1(0.8 GPD/SF) NO GROUNDWATER EVIDENCE
4" PVC SOR-35 I I 2N I J, 1 13 Lake view Dr
INLET I = 413 SF
4" PVC SOR-35 Residential Septic Alteration
6" MIN. LIQUID LEVEL OUTLET 2 MIN. PERCOL477ON TEST
ABSORP77ON LIM AREA PROWDED 15'XJO' 450 SF PT-1 - 6191, 3HINS ENGINEERING
J
114m PER FOOT MIN. SLOPE
MIN. SLOPE _r BAFFLE
1 113 118" PER FOOT STABILIZED PERCOLA71ON RATE:
47H x18'W SLOT, DEPTH 18"
16" POTABLE WAIER 5UPPLY IS ON-SITE WELL 5 MINUTES 5 SECONDS PER INCH TAX MAP # 289.8-1-52
(2) 4- ELBOWS OF OUTLET MIN. DISTRIBU7 ION BOX NOTES j
MAINTAIN 50' MINIMUM SEPARATION BETWEEN
WATER77GHT SLEEVE OR 6" ELBOW__\X INVERT PIPE JOINTS TO BE SEALED KITH ASPHAL71C
USE SPEED LEVELERS TO
SEP�C TANK & KELL g
4- MATERIAL OR EQUIVALENT.
AND SEAL (TYP) ASSURE ALL OUTLETS ARE AT 0,Safely.
MINIMUM SEPARATION BETWEEN
EXACTLY THE SAME ELEVA71ON INVERT ELEVA71ONS OF ALL OUTLET' PIPES MAINTAI� 100
PROPOSED 1250 CAL IL MUST BE EQUAL, USE SPEED LEVELERS. ABS6RP770N FIELD & WELL ewFffork
81 4" PVC SDR DER
DUAL COMPAR7MENT -35 SOLID HEA D-BOX TO BE INSTALLED IN CONFORMANCE 0 Call Before You Dig
TO PERFORATED TRENCH PIPING,
PRECAST CONCRETE 60-759 OF 25-407. OF WTH MANUFACTURER'S INSTRUCTIONS. M Wait The Required Time
SEP77C TANK TAW VOLUME TAW VOLUME 1/8- PER FOOT MIN SLOPE 0 Confirm Utility Response
M Respect The Marks-
SEPUC TANK NOTES M Dig Iffith Care
ALL UNITS SHALL COMPLY IMTH THE REQUIREMENTS OF THE NEW YORK STATE 800-962-7962 0
ISSUED FOR PERMIT 619120,
MINIMUM 2X-WDTH
DEPAR7MENT OF HEALTH APPENDIX 75-A AND SHALL BE OF PRECAST www.digsafelynewyork.com
MAXIMUM 4X KID TH
CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUAL. No. Revisions Date
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL V NEW
#
BASE. WHERE EXIS77NG SOIL COND171ONS ARE UNSUITABLEl CRUSHED STONE TLgtWARTER S VISFTEM PLAN & DETAIS
P, VTYA
SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. MAP REFERENCE: 0
BUILDING DEPARTMENT
CO prepared for.
SEP71C TANKS INSTALLED IN TRAMC AREAS SHALL BE OF EXTRA HEAVY BASE MAP INFORMATION' FROM "MAP OF A SURVEY Based on our limited examination,compliance
SEP77C TANK DETAIL CONSTRUC71ON DESIGNED FOR H-20 WHEEL LOADING. MADE FOR MARWN S. bOBERT,- IN THE TO M OF, with our comments shall not be construed as Joan Dobert
QUEENSSURY, WARREN COUNTY, NEW YORK.
LU �indicafimng ications are in
WASTEWATER SYSTEM SETBACK REQUIREMENTS W 11 co pl!he plans and specif
SCALE. NTS DATED JULY27, 20OZ PREPARED BY- iance with the Building Codes of 13 Lake View Drive
ALL JOINTS MUST BE SEALED W77H BUTYL SEALANT JOINTS BELOW THE LIQUID IV
New York State.
LEVEL MUST BE TESTED BEFORE BACKFILUNG.
STREAM, LAKE,
Town of Queensbury, County of Warren, State of New York
PROPER IT UNt rr WATERCOURSE, WELL
00 WETLAND N 'Drawn: JRS Checked:GTH TScale: NOTED Date: 511012021
SEPTIC TANK 10' 1 50' 50' Ste es 169 Haviland Road
46SORPTIONRELD 1 10, 20' 100' 1 100' Land Sixrveyors ALTERA11ON OF THIS bocumENT ExcEPT By =—Ash Queensbury, NY 12804 291825-01
lag Iffaviland lioad Queensbw7, New York 12801 A UCENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
(518) 792-8474 New York Me. No. 50135 VIOLATION OF WS EDLICAMON LAW. Hutchins Engineering PLLC (518) 745-0308 Fax :