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CONCRETE PUMP STATION W1H
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21.76 ,► PROPOSED 15 x50o �, 4 L � `°c yN >�r •° Ss� ""
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PROPOSED 1500 GALLON DUAL f ABSORPTION BED INSTALLED �cA "
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ENGLAND FAMILY TRUST
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SITE PLAN
SCALE: 1"=20'
SITE SOILS DATA WASTEWATER SYSTEM DESIGN ABSORPTION FIELD NOTES SYSTEM INSTALLATION NOTES
TEST PITS 4 BEDROOM RESIDENCE THIS DESIGN UTILIZES A STANDARD STONE ABSORPTION BED INSTALLED AS A CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S.
TP-1 - 8119109 BY. T. HUTCHINS, P.E. WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) MOUND SYSTEM. CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF WASTEWATER SYSTEM SETBACK SCHEDULE
WITNESSED BY: VISION ENGINEERING DESIGN FLOW - 110 GPD/BEDROOM AND REMOVE. REMOVE STUMPS AND EXISTING ORGANIC MATERIAL FROM THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
0-15" DARK CLAY LOAM SYSTEM DESIGN FLOW - 440 GPD + GARBAGE GRINDER SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN PROPERTY LINE HOUSE WELL LAKE GEORGE
15-40" OLIVE BROWN CLAY LOAM SEPTIC TANK - 1500 GAL PRECAST CONCRETE - DUAL COMPARTMENT ABSOPRTION FIELD AREA. BOTTOM OF BED TO BE INSTALLED 21"+ ABOVE AFTER EXCAVATION OF 15' WIDE ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR
ROOTS TO 20" PUMP STATION - 1000 GAL PRECAST CONCRETE W/DUPLEX PUMPS EXISTING GRADE TO PROVIDE 3'+ SEPARATION TO SEASONAL HIGH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. SEPTIC TANK 10' 10' 50' 50'
PRESUMED BOUNDARY CONDITION @ 15" LEACH FIELD - MOUND GROUNDWATER.
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND ABSORPTION MOUND (TOE OF FILL) 10' 20' 100' 200'
PERCOLATION TEST ABSORPTION BED AREA REQ'D = (440 GPD)/(0.7 GPD/SF) = 629 SF CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM 1N ORDER TO DIVERT CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN
PT-1 - 8119109 BY: L.W. DOBIE - HUTCHINS ENGINEERING (UP TO A 10 MIN PERCOLATION RATE IN NEW SYSTEM FILL MATT PER SURFACE RUNOFF AROUND ABSORPTION FIELD. THE STONE AND PIPE.
STABILIZED PERCOLATION RATE = 9 MINUTES/INCH APPENDIX 75-A) TAX MAP # 22Z17--1-3 & 7
DESIGN TO 21-30 MINUTES FOR BASAL AREA DUE TO CLAY ABSORPTION BED AREA PROVIDED = 15'x5O' = 750 SF FILL MATERIAL NOTES THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES
WITHOUT SAGS HUMPS SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
CONTENT AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF . ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
APPLICATION RATE TO EXISTING SOIL: 0.6 GPD/SF, BASED ON PROPOSED ABSORPTION TRENCHES AND TAPER AREA. LAID WITH HOLES DOWN IN ALL CASES.
TOWN OF QUEENSBURY REQUIREMENTS 21-30 MIN/IN PERCOLATION RATE (APPENDIX 75-A p.46)
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY
3 FEET OF VERTICAL SEPARATION TO SEASONAL HIGH MOUND SYSTEM "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, OF Y
GROUNDWATER FOR INSTALLATIONS WITHIN 1000 FEET OF MOUND BASAL AREA REQ'D = (440 GPD)/(0.6 GPD/SF) = 733 SF SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION RATE OF FROM THE DISPOSAL FIELD.
LAKE GEORGE. TOTAL BASAL AREA PROVIDED (42'x77') = 3234 SF 5-10 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
MOUND DIMENSIONS 10q BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 2590 OF THE
MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION
TOP OF MOUND: 21'x56' THAN 159 OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. 0 ISSUED TO TOWN OF QUEENSBURY 8/24/09
10.5' MIN. TAPERS ON SIDES AND ENDS ® 1:3 SLOPE OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS 87 N o. Revisions Date
21" MIN. FILL BELOW ABSORPTION BED AREA NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS
SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS WITH OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR WASTEWATER SYSTEM PLAN
DOSING TRACKED EQUIPMENT PRIOR TO INSTALLATION OF TRENCHES. EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT
DOSING TO BE THROUGH DISTRIBUTION BOX VIA DUPLEX PUMP STATION. SYSTEM. prepared for.
88 GAL CAPACITY IN DISTRIBUTION PIPING (3 LATERALS @ 44, 0.65 GAL/LF). INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL John & Stephanie Mason
VOLUME OF DOSE TO BE 70t GALLONS MATERIAL PRIOR TO TRANSPORTING TO SITE. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
WASTEWATER SYSTEM. MAP REFERENCE: Heron Hollow Road, Cleverdale
POTABLE WATER SUPPLY - EXISTING LAKE WATER SUPPLY MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANKS AND PUMP STATION FOR COMPLETE SURVEY INFORMATION, Town of Queensbury, Warren County, New York
MAY BE NATIVE MATERIAL OR OTHER MATERIAL WHICH 1S NOT NECESSARILY CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND SEE "MAP OF A SURVEY PREPARED FOR Drown: LWD Checked: GTH Scale: NOTED Date: 8/3/09
SYSTEM FILL. ABSORPTION FIELD. JOHN A. AND SlEPHANIE B. MASON"
169 Haviland Road DATED NOVEMBER 3, 2004, PREPARED Queensbury, NY 12804 29411'�1'S 1
BY.• VAN DUSEN & STEVES LAND
SURVEYORS Hutchins Engineering (518) 745-0307 Phone
9 9 518 745-0308 Fax
EXTERIOR WEATHERPROOF JUNCTION
BOX (IF NECESSARY). SEAL
SUGGESTED: POLYETHYLENE POLYETHYLENE EXTENSION TO CONDUIT GAS TIGHT. INSTALL
EXTENSION TO GRADE WITH TAMPER GRADE WITH TAMPER CONTROL PANEL IN HOUSE
RESISTANT ACCESS COVER INSTALL FLOAT SWITCHES TO OPERATE PUMP RESISTANT ACCESS COVER
AND MAINTAIN LEVELS AS INDICATED
SUGGESTED: INSTALL ZABEL A100 12"t COVER 2" MIN. DROP
DISTRIBUTION BOX
12"t COVER 12x20 FILTER SUCH THAT 1T IS BETWEEN INVERTS
READILY REMOVABLE THROUGH TANK 1-1/2" TEE JOINS TWO
ACCESS COVER WITH GAS DEFLECTOR PUMP DISCHARGES INTO 2" MIN.
.d d ONE FORCEMAIN
4" PVC SDR-35 3» a . a
HOUSE SEWER INLET 4" PVC SDR-35 d BAFFLE—
LIQUID LEVEL OUTLET EFFLUENT SEWER BALL VALVE, ONE PER PUMP
MIN. SLOPE USE SPEED LEVELERS TO
1/4" PER FOOT MIN. SLOPE - INSTALL VALVES AND UNIONS
1/3 OF ASSURE ALL OUTLETS ARE AT
1/8" PER FOOT SUCH THAT EITHER PUMP CAN 1-1/2" SDR-26 EXACTLY THE SAME ELEVATION
16" LIQUID DEPTH 187MIN. BE ISOLATED AND REMOVED PVC FORCEMAIN
WATERTIGHT WITHOUT REQUIRING PIT ENTRY 4" PVC SDR-35 SOLID HEADER TO
SLEEVE AND SEAL PERFORATED ABSORPTION BED
(TYp) PIPING, 1/8" PER FOOT MIN SLOPE
LAG PUMP/ALARM — 3" FLOAT SWITCHES — INSTALL INSIDE
W ? q ABOVE 'PUMP ON' PUMP PIT IN LOCATION ACCESSIBLE
p WITHOUT PIT ENTRY
d -
j o LEAD PUMP ON PUMP STATION NOTES
VOLUME OF DOSE 1-1/2" SCH-40 PVC OR SEAL ALL TANK OPENINGS WATERTIGHT.
1500 GAL DUAL J 60-75X OF 25-40'I; OF a. TO B 70t GALS GALVANIZED PIPING INSIDE
COMPARTMENT PRECAST TANK VOLUME TANK VOLUME PUMP OFF °•' WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP
CONCRETE SEPTIC TANK 16" MIN. CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM.
MINIMUM 2X WIDTH GATE VALVE INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL
MAXIMUM 4X WIDTH PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
•:. a.. REDUCING TEE POINTED
• _ DOWNWARD WITH 1" BALL VALVE INSTALL POWER & CONTROL WIRING TO CONTROLLER
` •° d . BALL CHECK VALVE 1000 GAL PRECAST THROTTLED TO ALLOW TRICKLE WITH ALARM IN HOUSE IN ACCORDANCE WITH
CONCRETE PUMP TANK DRAIN BACK INTO WETWELL MANUFACTURER'S INSTRUCTIONS AND NA T10NAL
SEPTIC TANK NOTES DUPLEX (2) ELECTRIC CODE (N.EC.) REQUIREMENTS.
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK EFFLUENT PUMPS UNION (2)- LOCATE SUCH THAT
STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE UNION CAN BE DISCONNECTED PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED
AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. AND EACH PUMP REMOVED TO ALTERNATE PUMP DOSING AND TO PROVIDE A 70
WITHOUT TANK ENTRY GALLON DOSE.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, PUMPS TO BE GOULDS MODEL 3885, WE03M 230V,
CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A SINGLE PHASE, 15 GPM PUMP AT 25 FT TDH.
STABLE BASE.
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO
PURCHASING PUMP.
HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. SEPTIC TANK, PUMP STATION & DISTRIBUTION BOX DETAIL
ALL JOINTS MUST BE SEALED.
NTS
41't TOTAL
10 SYSTEM WIDTH If
21' TOP OF
4" TOPSOIL COVER ABOVE 4" PVC PERFORATED LATERAL Pop 5' TA° 2.5' TO EDGE FILTER FABRIC TENCATE
FILL WIDTH 3' TO TOP TOP OF STONE BED, INSTALLED LEVEL 1N BED PIPE SPACING OF BED MIRAFI 140N OR EQUAL
f 5' BED WIDTH OF TAPER '
SLOPE SLOPE s" (BOTH SIDES) SEED & ESTABLISH TURF C MANIFOLDED ENDS
r. '• SLOPE 'LOPE---
s t4v
2
i.;
,
~,a
(�
12 COVER
s r _
3.4 _.....,.
,. 3 . v . .. . ... .. AT MID
,
r-., z .w •. - ... .t'Ttt+rk-r�-��,�� . rl.'•T�^-T.+`.rT
• v
ti 4
v
1 ', . , _ ; MAX .. .. , . ^ `—""`�',.
rr
......... ... ... •.,.. to- '
. ..r + r .. .w ,•. _ t.....-+ ..,,w r••< r..v.....,,-...a tr,., i..w..:s".' X r..h.v ,.:. ... 6 COVER. ,.. ,'_,. »
r
r i.J
r.
_
_
2 TOTAL
F.
T XI nNG A E a '
A PROXIM DEPTH""''ATE
. .. . . _ ..... ... :. , . ,... 1. r. _. .ti ..... ....r
. : �• w s .. ,,.,...a.. ..-,.. .a., .r. . ...a.t a • .n_ of i..• .. a . ...,r.'EXIS77NG GRADE
-
... .t 1 .. .F i.. .r .. ..t t - r ...1,ar ,_•ate". .,•t.'.... -
_ < ..... _. _ , ,.t : ..r .. .. a .. ...,..1....,y• .t•'a:+rs ': : fit..^
— -- � _— —� —•_ -- �— ?-^.?.r.. ,.'. .., ...:,:�'...�'�'.—�,_;,;'.♦.- :..^�..;.,:.:...:., .:.:'�.:`....''::. fit, ..• •c: :. _. .s .�_.....:..;...,... ,..',,':' :.,'.'::.:,..:�.:-.:,.`. . .'
�• -- _
— — — — — — — — — — — — — — — — — -. COVER OVER PIPE' ` •:.:�:..': ,.•. r .:: . ....: ... ' :..,.`::: ,::.- �. �-... :: +,., :.,. >: . . `. :' . . ... ... .. .. ... .r.,. .. .. .: . .. . :.:. .
— — — — — = — — — — — — —
III III III I _ I I III II III II III III III I - - - - - . . . . . . ...: . .. , . .. . _. .. . .. . . ., . :.• . ... . .. . .
I III II III III III I II III II I II III III III I - - - - - - - - - - - - - - - .. . , : . ..... . ,. . _. .. . . .
_ _ II III III III III III III III III III III III III III III III III . . . . . . . ,. .., . , ,
- - - - - - - - fmilli,
- - - - - - - - - - - - - - - - - - - - - - - - - III III III III III II II :t .. .: a. ..
I III III III — —
. — — — = — — — — — — — — — — — — :..... 3 MINIMUM
- - I I- - -I I I -III-III-III-I i I-I I i I I I_i I I_i I i-III- - - - - - - - - -
III OUNDARY colvDrnoN I III III II I I I I III I i I I I I I(-I I I_ I - _ -I - -I I I i I!i I I III III-III-III-III-III-i i I-III-III-i I I III-III-III-III-I I I_I I I-III .: , <� : ; •
•� .:�..•;'r::.6 MIN STONE:... ..... .... .: ...
_f11-�1T-r1T-�11�1fiI-Itf`�1 tI-11�"I 11"`rll�tt Irt11- - 111f�t1'I-Itfi=I11`=tI1` t -II _ _ _ _ _ _ _ _ _ _ _ - - BELOW PIPE , .. .. ., .
EPARAnON T -.••::
- - - - - - - - - - - - - - - - - - t1 ifi I � i Is"t11 I I - - - - - - I_ OWI..,
I =I I I : . . '.. . . :.•. .:... ".. . :.: .., :.. :.: .. ... .. ;,.-SEASONAL
- -II- - - - - - - - - - -I I-I - - - - - - -_ -_- _ -_- - -_- - -_-_- - -_--
II III II III II II II it II III Iil I I II III III II IIII I I I III III III II . ...,:.. . ...: :, _ . . :.:... .::...:. ... . . ,. .:..,'
III I I ... ,. . ,. .. . .._ +:.... . ..' . .. ..r.. .�
III-III II_III-III-III-III_I I-III- - •': .. ,- •,. .;.,._:`.;' .... : .'...:'_ . . :. . . ... . .: :.. :. �. , .
- �- - - - - - - - - - - - - - - � I III III-III-III-I i I_I I I-I I III-IIIIII-IIIIIII I>• III : GROUNOWA�ER=I I=I I=I i 1III1 I I=I 11III= I=I I=I I=I I=1 I=I I=1 I=i I=I I=I I=I I=1 I=I I=1 I--1 11=III=I I =III=III=I I=I I=I 11=I I i=1 I I=III=I I=I I=III=III=I I I I a I I=I I a I I=III=III- -
-I I I-I I I-I I I-I I I—) I I I I-III—III-I I liI I I-III-III—III—III—III-I ( i-I I III—III—III III-I I I
SYSTEM FILL MATERIAL AS NEEDED TO ESTABLISH 3' SEPARATION 15'x50' CRUSHED STONE TAPER AREA 11=Ll L= 11=111-LL L=� -111=LL L_ ll RAY �4 .�� L►P�- ll-111=L1
GRADES, MECHANICALLY STABILIZE WITH TRACKED TO BOUNDARY ABSORPTION BED SYSTEM FILL MATERIAL
EQUIPMENT, 5-10 MINUTE IN-PLACE STABILIZED CONDITION MAXIMUM SLOPE 1:3 3/4" - 1-1/2" CLEAN APPROXIMATE
PERCOLEXISTING GRADE
A ON RATE ABSORPTION MOUND SECTION WASHED CRUSHED STONE ABSORPTION BED CONSTRUCTION DETAIL
SCALE: 1"--3'
SCALE: 1"=2'
50,
r-------------------------------------
I 4 SDR-35 PVC PERFORATED LATERALS, —\
INSTALLED NEAR LEVEL CONFIGURATION
BED ON 2 5' '
45 DISTRIBUTION BOX
5' 1-1/2" PVC SDR-26 TAX MAP # 22Z 17--1-3 & 7
EFFLUENT FORCE MAIN ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
2 5' I FROM PUMP STATION ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
15'
TRANSITION TO 4" PVC
OUTSIDE DISTRIBUTION
5 D i BOX
I 0 ISSUED TO TOWN OF QUEENSBURY 8/24/09
2.5 No. Revisions Date
LIMIT OF 15 x50' !iE WASTEWATER
ABSORPTION BED ___________________ J * ASTEWATER SYSTEM DETAILS
ABSORPTION BED PLAN ,• prepared for:
SCALE: 1"=4' John & Stephanie Mason
Heron Hollow Road, Cleverdale
Town of Queensbu fy, Warren County,New York
Drawn: LWD Checked: GTH Scale: NOTED Date: 8/3/09
169 Haviland Road
Queensbury, NY 12804 29411-01-S2
Engineering Hutchins En (518) 745-0307 Phone
g� g 518 745-0308 Fax