1.2 maps SLOTS FOR DRAINING- a
1" SCHEDULE 40-
j GENERAL CONSTRUCTION NOTES
PVC LATERAL PIPE
+, I TOP VIEW
SIDE VIEW
MAINTENANCE SHALL BE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS OUTLINED IN THE OPERATION AND MAINTENANCE MANUAL. SYSTEM INSTALLATION AND MAINTENANCE ACTIVITIES SHALL
BE COMPLETED BY PERSONNEL TRAINED TO PERFORM STATES ACTIVITIES BY THE EQUIPMENT MANUFACTURER OR MANUFACTURERS REPRESENTATIVE. ! ORIFICE ® ZOELLER MODEL 5055-006
PIPE INVERT SLOTTED ORIFICE
ALL SYSTEMS COMPONENTS SHALL BE INSTALLED, OPERATED, AND MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES RECOMMENDATIONS, DESIGN DRAWINGS AND ALL STATE AND LOCAL REGULATIONS. '
LATERAL . DETAIL
No. DESCRIPTION DATE
SYSTEM SPECIFICATIONS
N.T.S. 1/8" ORIFICE AT REVISIONS
BOTTOM OF LATERAL a
INSTALL NORWECO SINGULAR AEROBIC WASTE WATER TREATMENT SYSTEM AT THE LOCATION SHOWN ON SITE PLAN IN EXCAVATE FOOTPRINT OF BSF. BY REMOVING EXISTING SOD. PLACE ONE COURSE li LANDSCAPE TIMBERS ALONGx":`' r k PVC LATERAL
ACCORDANCE TO MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. A REPRESENTATIVE OF THE EQUIPMENT PERIMETER OF BSF SO OP IS FLUSH WITH GRADE AT SOUTH END OF BSF. REMAINING COURSES WILL BE BUILT UP,;'';, o
MANUFACTURER OR MANUFACTURER TRAINED INSTALLER MUST BE ON SITE DURING INSTALLATION OF SYSTEM. ABOVE GRADE. BUILD ENCLOSURE WITH CORNERS JOINED WITH HALF LAP JOINTS AND REINFORCED WITH REBAR PINS. SIDE VIEW i TOP VIEW N '<
TREATMENT TANK SHALL BE PLACED ON 6" LAYER OF WASHED BROKEN STONE (1/4"-1/2" DIA) LEVELED TO WITH SCARIFY 3" OF SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF SAND - 0 N 3
1/8" SIDE TO SIDE AND END TO END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER AND WIDER THAN TANK. _ a
SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON THE SIDES OF THE UNIT TO BRING THE SURROUNDING GROUND PERIMETER STRIPPING AND EXCAVATION OF SOIL BENEATH THE NATIVE SOIL/FILTER SAND INTERFACE IS PROHIBITED = z
TO GRADE. PVC ORIFICE SHIELD U z a
USE 2x4 SUPPORT BOARDS AS NEEDED TO PREVENT CAVING OF THE ENCLOSURE WALLS DURING CONSTRUCTION w o w
TREATMENT UNIT SHALL DRAIN INTO 1,000 GALLON POLYETHYLENE SINGLE COMPARTMENT PUMP TANK. PLACE TANK 1 COLD WEATHER ORII ICE SHIELD F-
azR n
ON 8-12 LAYER OF WASHED BROKEN STONE (3/4"-1 DIA). INSTALL PUMP TANK WITH 12 COVER. THE SURFACE SAND MEDIA SHALL MEET THE REQUIREMENTS FOR AS'ITvt C-33 SAND WITH AN EFFECTIVE SIZE (010) TO 0.3MM AND N.T.S. = zoo
o
z _ o
4 SHALL BE TOPSOIL. TANK SHALL BE INSTALLED IN ACCORDANCE OF THE MANUFACTURERS WRITTEN INSTALLATION UNIFORMITY COEFFICIENT (D60/D10)'OF 3.0 TO 4.0. THE MAXIMUM ALLOWABLE PERCENTAGE OF FINES PASSING (� o
INSTRUCTIONS. DO NOT PLACE WATER INTO THE TANK UNTIL BACKFILL HAS BEEN COMPLETED. THROUGH A NUMBER 200 SIEVE SHALL BE 1%. SAND MEDIA SHALL BE STOCKPILED (AT THE SITE OR SUPPLIERS a m
YARD) j VACUUM BREAK ORIFICE S'iIELD (TYP) Q a O o °o
PIPING BETWEEN TREATMENT TANK AND PUMPING STATION SHALL BE 4" DIA SCHEDULE 40 PVC OR EQUIVALENT PIP 32'=:0" J o °
WITH SOLVENT-WELDED JOINTS, LAID AT MINIMUM GRADE OF 18" PER FOOT w E w o
ALONG EDGES TO REMOVE VOIDS. PLACE 3 OF 3/8",REQUIREMENTS IN BSF IN LEVEL 8" THICK LIFTS. PRESS IN PLACE Q N a o , o 0
PLACE 24 OF SAND MEDIA MEETING ASTM C-33 UwASHED PEA STONE OVER SAND. INSTALL DISTRIBUTION 6" 2' -0" TYP. c
v 0 o a
SET THE CONTROL PANEL TIMER SETTINGS SUCH THAT THE PUMP WILL RUN FOR THE TIME REQUIRED TO DELIVER 35 LATERALS. PLACE 3" ADDITIONAL PEA STONE TO COVER DISTRIBUTION LATERALS. PLACE A BROAD WEAVE FILTER COLD WEATHER ORIFICE 2 6 r 0 N L o
Z 03 d Z
GALLONS OF WATER TO THE FINAL DISPERSAL LOCATION (APPROXIMATELY 1.5 MINUTES INCLUDING DRAIN BACK). THE FABRIC OVER PEA STONE AND COVER WITH ADDITIONAL'';j2" THICK LAYER OF PEA STONE OR WOOD CHIPS. BSF SHALL SHIELD (TYP.) _ - " ° a T F w I °
PANEL SHALL BE SET TO DOSE ONCE EVERY 2 HOURS. DURING STARTUP THE DOSE VOLUME SHALL BE VERIFIED. NOT BE COVERED WITH ANY OTHER MATERIAL THAT WOULD RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE. —
= m
m= �m 1 1/4" PVC MANIFOLD FROM � L Q a LO In °s
USE 2" DIA PRESSURE RATED PVC PIPE CONFORMING WITH ASTM D-2241 CLASS 200 BETWEEN PUMPING STATION AND EQUIPMENT USED TO CONSTRUCT BSF SHALL BE CLEANED TO PREVENT CONTAMINATION OF FILTER SAND WITH FOREIGN I EFFLUENT PUMPING SYSTEM Z v °�' �b> . s a z
e C��=e=o—o—o�--o=rte +o=—o a v ui 00 m 20
BSF. PIPING SHALL BE INSTALLED ON A BED OF SAND WITH 1/8"/FOOT SLOPE FOR DRAIN BACK TO PUMPING GRAIN MATERIAL. w a v o a < �
STATION. AREAS OF FORCE MAIN THAT DO NOT HAVE 4-FEET OF, COVER SHALL HAVE A 2" PIECE OF RIGID 1 I - °-� s _ �-`- (� o c - o
INSTALLATION PLACED OVER PIPING FOR FROST PROTECTION. ALL PRESSURE JOINTS SHALL BE PRIMED AND USE 1 1/4" DIA PVC CLASS 200 MINIMUM FOR DISTRIBUTION MANIFOLD. LATERALS SHALL BE 1" SCHEDULE 40 PVC ° o
CHEMICALLY FUSED. PLACED 1.5' ON CENTER. USE 1/8" DIA ORIFICES PLACED 2.0' APART. LATERALS SHALL BE INSTALLED WITH ALL o°w j V) >°i°_w
HOLES POINTED DOWN EXCEPT LAST ORIFICE IN EACH LATERAL POINT UP. USE CLARUS MODEL 5055-0006 OR BSF SHALL SHALL MEASURE 32'-0" LONG x 8'-6" WIDE ( OUTSIDE DIMENSIONS). BSF SHALL BE CONSTRUCTED OF 6"x6" EQUIVALENT SLOTTED ORIFICE CAPS TO PROTECT THE .1%8' DIA ORIFICES.
PRESSURE TREATED TIMBERS OR MASONRY BLOCKS. THE INTERIOR OF THE BOX SHALL BE FACED WITH 2" THICK 45 MIL POLYPROPYLENE MEMBRANE 4" INSPECTION PORT AT
RIGID INSULATION BOARD AND 45 MIL POLYPROPYLENE MEMBRANE. THE INSTALLED LINER MUST BE WATER TIGHT. INSTALL 90• SWEEPS WITH THREADED CAPS AT THE ENDS OF EACH LATERAL. DO NOT USE SHORT 90' ELBOWS. GRADE WITH DRY FIT CAP WORK IS TO BE AS SHOWN &
ENGINEER SHALL INSPECT FILTER BASE PRIOR TO PLACEMENT OF LINER. " 6x6 PT TIMBERS TU MA,SUPPORT BLOCKS NOTED AND IN ACCORDANCE
CLEANOUTS SHALL BE PLACED IN 6 DIA VALVE BOXES CLARUS MODEL 5056-0006 OR EQUIVALENT. PERIMETER STRUCTURAL SUPPORT 1" PVC SCH. 40 LATERAL WITH 1/8' DIA. WITH MANUFACTURER'S
INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED STRAIGHT FLUSHING VALVE ASSEMBLY ORIFICES 16 ORIFICES PER LATERAL RECOMMENDATIONS, TRADE
OF 4" DIA PVC (SDR 35 MINIMUM) PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE IN 6 VALVE BOX ASSOCIATION PUBLISHED
NATIVE SOIL BENEATH THE BSF. RECOMMENDATIONS AND
BOTTOMLESS SAND FILTER PLAN GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
N.T.S. PRACTICES.
REMOVABLE INSPECTION COVER WITH AERATOR MOUNTING CASTING AND PLACE 3" OF 3/8" WASHED PEA STONE OVER THE
ALTERNATE INLET CAST-IN-PLACE HANDLE COVER WITH FRESH AIR VENT ASSEMBLY SAND. INSTALL DISTRIBUTION LATERALS. PLACE 3" 6" DIA. VALVE BOXES
LOCATION ADDITIONAL PEA STONE TO COVER DISTRIBUTION ZOELLER MODEL 5056-0006
LATERALS
APPROVED SEALANT OR EXTENDED AERATION SOLVENT WELD
SEALING DEVICE CHAMBER CONNECTION
INSTALL BOARD WEAVE FILTER FABRIC OVER PEA STONE.
CONTINUOUS 2" THICK RIGID COVER WITH ADDITIONAL 2" THICK LAYER OF PEA STONE OR d
_- INSULATION BOARD AND 45 MIL WOOD CHIPS. RAKE SURFACE LEVEL SURFACE SHOULD BE 90' SWEEPS WITH THREADED CAPS
POLYPROPYLENE MEMBRANE. THE AT THE ENDS OF EACH LATERAL Q p
�u INSTALLED LINER MUST BE WATER
±1" DOWN FROM TOP OF TIMBERS OR CMUS. BSF. SHALL CH 00
TIGHT. INSULATION SHALL BE TIGHT NOT BE COVERED WITH ANY OTHER MATERIAL THAT WOULD CV
,<._ •54 TO TIMBERS OR CMUS. RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE1
H TREADED
Fs .UST—I \. ALVE.,! ASSEMBLY �' L� • ;;
- ' INSTALL 90 SWEEPS WIT TR " -- ` ..
d� f.
.. _ .
� , „
_ -
S, \ PLACE 24 GF.,SAND MEDIA ME N K . _ . p O
_ a E' E cU LANDSCAPE CAPS AT '-THE ,ENDS` OF.,EACH
.. .. .., _., -._ a �.. _. ,, . 6x6 PRES UR TR AT ... r:_. ... .,.. .:. ;� .,., .LS.3• '?��"Fv,.A��''€°t E"� 4'..t _ ,.,.:. z L;¢ eat;:;...:. a .
U ENTS `IN BSF-:,. r
. ASTM:C,,.33:REQUIREM _. . ,
,_ <,.� . , _- •, I�_ USE SHORT 90 64 ,
�l U
TIMBERS OR MASONRY BLOCKS, SET .LATERAL. DO NUT. _ R
,. ,
• -
.. 1\ 1 �i
�. IN LEVEL° THICK LIFTS.'PRESS
>�La � LEVEL & PLUMB STAGGER JOINTS & ELBOWS. CLEANOUTS SHALL BE
r _ t
ATTACH WITH 9" SPIKES AT 2'-0" PLACED IN 6-INCH DIAMETER IN-PLACE ALONG EDGES TO REMOVE , 0
" O.C. BOXES ZOELLER MODEL 5056-0006 VOIDS USE 1 1/4" DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION 7 Z
�_ 4 DIAMETER EFFLUENT LINE <,,. MANIFOLD(. LATERALS SHALL BE 1" ;SCHEDULE 40 PVC PLACED 24" U Qj
ER INLET LINE r. ` r' """ "'' "' "" '"" "" '> _ON CENTER. USE 1 8" DIAMETER ORIFICES PLACED 15" APART. bA
4 DIAMETER TO EFFLUENT PUMP CHAMBER r � +> �
.." '�°; ''llnl':3 x. a r.:l tvf F++•. T ,i ;`r-
PROPOSED GRADE LATERALS SHALL B INSTALLED WITH ALL HOLES`POINTED DOWN
; _, y ," .: . , � 'n E � EXCEPT LAST ORIFICE IN EACH LATERAL POINTS UP. USE � � •�
�r�ss � " u�
q BIO-KINETIC SYSTEM MOUNTING q li ZOELLER (MODEL 5055-0006 SLOTTED ORIFICE CAPS TO PROTECT •.�
Q
PRETREATMENT CHAMBER CASTING AND COVER g s THE 1/8' DIAMETER ORIFICES.
EXISTING GRADE t i Q W
I gli �J . t �
ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER �� ��
- III-1�1=1�1-III-1�1-111 1�1=1�1 III --1�1=III 1�1-11°I�IIIIII III IIIT-i�lr III III=1�1 ICI rll I' .cs Oi
ICI--II
I III=-III ,� ��,��• III-III III-III=III 'III=III-III-III=III'--III-=1���0��1�1 III=III-III-III=III III=III III' ]II- I III- .znk ,S�`;83 -III III=III III III='ZI-1TI-rn-,,,- - � Q V +.;
_. III-III-II vtiV�-VIII-III-III III-III-III-III-III -III-III-III-III--I ° VIII-III-III-III-III -III III-III-III-II III-II�;J4��i��`����'lll III-III-III-III-III III--III'-III--III TI � � •,� �
' �� 1--III=III-t--tr�r III-III III -III--Ili III---III- III-III-III-III=IIrJIII -III=III III--III=III III---III. III=III _ _ _ _ -.,- I-III -III-III � -T-� a�
BIO— KINETIC SYSTEM PLAN VIEW III=III=III=III=III III-III=III 1�1=1�1=III-1�1=1�1 -1�1=1�1=III 11�=� 1 1�1=1�1=1�1 1�1 III III -1�1=III -ICI=III-1u 1�l=III=�I�=III III=III=III III =�i� III=1�1=1u=1�1= � � � �
1=III=III--III=111-=III=III=III=III=III=III=III=III=III=III=III=1�1=1�1= -1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1-1�1=1�1=1�1=1�1=1�1---1�11�1=1�1=1�1=1�1--1�1= 111--1�1=1�1-1�1 r/� c�
N.T.S. III=III=III=1�1=1�1-III ICI III III ICI III III-1�1 III-ICI=III 1�1=] III=ICI=III III=1�1 III -1�1-111 1�1=1�1 III III=III III=1�1 III 1�1=111 III =1�1 III -ICI-=1�1=11
I-III=III-1�1=1�1=III -1�1=�1�-III-ICI=1�1--1�1=1��-ICI 1�1=1�1 1�1=1�1= 1�1=1�1=1.1-III-1�1=1�1 1�1=1�1 1�1=1�1=1�1-III =1�1 ICI 1�1=ICI- 1�1-III ICI ��-=1�1 III=1�1=III +-� > i�
U N
NORWECO FRESH AIR VENT t OPTIONAL BLUE CRYSTAL INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF 2" DIA. SCH 40 I,VC FORCE MAIN. INSULATE WHEN COVER U
ASSEMBLY CHLORINATION SYSTEM THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF FILL IS LESS THAT 3'. SLOPE PVC PIPE 1/8" PER FOOT
4" DIAMETER PVC (SDR 35 MINIMUM) PERFORATED PIPING AWAY FROM SAN(( FILTER I--I
SINGULAIR AERATOR EXCAVATE FOOT PRINT OF BSF BY REMOVING EXISTING SOD. WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE M
PLACE ONE OR MORE COURSES 6"x6" LANDSCAPE TIMBERS NATIVE SOIL BENEATH THE BSF.
OPTIONAL BIO-NEUTRALIZER ALONG PERIMETER OF BSF SO TOP IS TERRACED LEVEL
DECHLORINATION SYSTEM REMAINING COURSES WILL BE BUILT UP ABOVE GRADE.
AERATOR MOUNTING CASTING SYSTEM BUILD ENCLOSURE WITH ,CORNERS JOINED WITH HALF LAP
JOINTS AND REINFORCED WITH REBAR PINS. SCARIFY 3 OF
10-KINETIC SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" of BLOTTOMLESS SAND FILTER SECTION
UNDERGROUND POWER SUPPLY SAND I N.T.S.
ENTRANCE MOUNTING CASTING
1310-KINETIC SYSTEM LOCKING LUGS
CAST-IN-PLACE RECEIVING FLANGE i
APPROVED SEALANT OR I '=-� `] BIO-KINETIC SYSTEM LOCKING /
SEALING DEVICE LUGS -_ - �ti fU-
e/ �
m1 � bl,Ill � II .a � L t S TyJ V
� oVd Q� e Ee U° ��^J °�._°_ct T. �� C -
�- SOLVENT WELD {\; //, /% �
CONNECTION '
T t� ! BTU-KINETIC SYSTEM MOUNTING
III II
CASTING AND COVER
4" DIAMETER EFFLUENT LINE
I
i TO EFFLUENT PUMP CHAMBER
UK
CAD FILE NAME
INGULAIR BIO-KINETIC
'' - _ ACAD\I85\NEPET\C-1
(SEEEDETAIL)FIARGE CASTING PICK-UP
/ 60° GROOVE TYP. SCALE'
h AS NOTED
DRAWN BY -
PRETREATMENT CHAMBER ` S _ o
10-KINETIC SYSTEM
--I DRAWING TITLE
60° 60°
SUBMERGED TRANSFER PORT CAST-IN-PLACE AERATION FINAL CLARIFICATION CHAMBER SINGULAIR TANK OUTLET COUPLING I�
To 4" DIAMETER EFFLUENT LINE SEPTIC SYSTEM
STEM
CHAMBER TRANSFER PORT BIO— KINETIC SYSTEM OUTLET END VIEW
EXTENDED AERATION CHAMBER FLANGE EASSEMBLY
GE SINGULAR
10-STATIC SLUDGE RETURN
. N.T.S.> DETAILS
BIO- KINETIC SYSTEM DISCHARGE DETAIL
NOTE: TOTAL SYSTEM CAPACITY: 1,600 GALLONS N.T.S. DRAWING No.
BIO- KINETIC SYSTEM SECTION RATED CAPACITY: 750 GALLONS PER DAY /�
N.T.S. lam- 2
- Ii
:
EXISTING SEPTIC TANK
REMOVED -GENERAL AND
EMOV D G EN E R A L NOTE S
INFORMATION SHOWN ON THIS DRAWING IS TAKEN
WOOD FRAME 0 I FROM THE SURVEY MAP OF DLP SURVEYING LLC.
o DONALD L. PIDGEON JR. PROFESSIONAL LAND
will
GARAGE FRAME REPLACED EXISTING GRINDER SURVEYOR N.Y.S. LISCENCE N0. 50372
SHED PUMP W/NEW GRINDER
j PUMP PACKAGE- GOULDS
o RGS OR EQUIVALENT
CC�1� LEGEND
S 87 028'45" E No. DESGRIP1TOr1 DATE
PROPERTY LINE STAKED (10/13/0) 137.28' (DEED = EAST,,,p� TWO CHAINS AND EIGHT LINKS) (137.26') 1 WOOD DOCK
{�•,f� - - - - - - - - PROPERTY LINE REVISIONS
I ` _
" <>o` i ------------ ---- ------ ---------- PROPERTY LINE SETBACKS
I � CRAWL SPACE UNDER I I ;
EXIS{LNG o00 op6� THIS PORTION ONLY i i_ .' EXISTING
1 STORY ppp o E E E E UNDERGROUND ELECTRIC SERVICE wI o
f i i" 1.5 STORY v a
O WOOD FRAME n° o00 0 i _ SS SS ss ss SANI VARY SEWER 3
W o ❑ ED --- I WOOD FRAME w v Z
GARAGE o ❑° I 1. 2 BED ROOM z t ¢
cc)`� 0)1 0° ❑ EXISTING r, I I w w -w w WATER SERVICE U � ?
I oI o ❑ SCREENEDI z
Icst i I BOAT HOUSE o < z
o° 0 1.5 STORY ; PORCH E ? EDGE OF PAVEMENT ° E
1 (01 r � ❑° o° WOOD FRAME / I '. ------------ --- / ° a z
Z ❑°o °❑ 3 BED ROOM HOUSE / i - _r /S� ¢
I ❑ (362 CLEVERDALE ROAD) I U J
I 0 o f WOOD DOCK o ¢ �
p0 TAX MAP: 226.12-I-65 m; SEWAGE DISPOSAL SYSTEM NOTES Q
I STONE P AREA I
PARKING COVERED z
❑ I� I'�20 GRINDER I co � o z
3 3d„ 12> WOOD I I _J F o
I PIPE LINE THERE SHALL BE NO DIANGE ON THESE PLANS IN ADVANCE OF OR DURING co E w
PORCH J a E o o
20'-6" �d CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE Q o s a
of TOWN BUILDING INSPECTOR. '3 > o ° i o
z
N 3, o -o o d- �,c 6 o
SEPTIC TANK TO HAVE ,SCH 40 PVC T" AT INLET AND OUTLET. o > �� ° z
LU I i cn 1 STORY - INLET 12" BELOW FLOW LINE, 6"ABOVE FLOW LINE Z u a v° m m
LO
Es ¢ ¢
J TP- C U I(� WOOD FRAME - OUTLET 14 BELOW I LOW LINE, 6" ABOVE FLOW LINE ° i a o T)F) ° v 0 F- H
Q i w - ADDITION 3° ;,AIR SPACE ABOVE 'jr" TO TOP OF TANK U o o - ¢ a
i �o 46 DRAIN— - } ° o o x'0 °
Lr I- z w \ LINE I ; NO ROOF, FOOTING, 'FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE w NO v° >o °w
PT-1 0 < v . I ro
j - r--- m v1?oz \ I ! CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WAVER
LU I ENE SPAS, V OF SEPTIC INTO WITHIN SYSTEM. F
SOFTENER, OR HOT TUBS ST BE DRAINED
� �` TP-1 I '- WALKWAY '
J, i _______ I THERE SHALL BE NO CONSTRUCTION SYSTEMS I IN 00' 0 A WORK IS TO BE AS SHOWN &
. ----- ----------------- TIED BODY OF TER
o / _, ---- - i CLASS WA NOTED AND IN ACCORDANCE
I r — , EXISTING STEEL SEPTIC TANK TO BE WITH MANUFACTURER'S
° -J BE REMOVED AND EXISTING LEECHING i BUILDING TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM RECOMMENDATIONS, TRADE
LINE TO BE ABANDONED SLOPE 1/4" PER FOOTi SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 ASSOCIATION PUBLISHED
___ PROPERTY - --- (10/--- 146.52 -_-_ _-_--______ _ - WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
� ____________________-__ _ RECOMMENDATIONS AND
Do N 87 028'45" W ' , 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16 PER FOOT, CAP ALL ENDS. GENERALLY ACCEPTED LOCAL
�• CONSTRUCTION INDUSTRY
--- THE BEST DESIGNED kJD INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO PRACTICES.
EFFLUENT PUMP r I� FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE: INADEQUATE SEPTIC TANK
CHAMBER V } ? Qt's MAINTENANCE CAN RESULT IN CLOGGING OF THE SANK AND SEWAGE BACKUP INTO
"lllfflGf SS � THE BUILDING AND/OR ISEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
NORWECO SINGULAR PERIODICALLY CLEAN A. SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
OR EQUIVALENT AEROBIC SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
WASTE WATER TREATMENT
THE SEPTIC TANK.
SYSTEM SIZED FOR 5
BEDROOM RESIDENCE THIS DESIGN IS INTEND'-D TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR $i
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF �-I • �I �"
120'-3"f TO LAKE HEALTH, TOWN OF QUEFNSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. Q C'
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR � 00
FUTURE EXPANSION ORIREPLACEMENT. ( �
t DWELLING IS TO HAVE MATER SAVING FIXTURES INCLUDING BUT,.NO LIMI FED TO: "�- 1
CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION 1i y �
LESS THAN 2 GPM SH( WE HE D - 0 •WATER 1
A .5.. F US _TOILETS SI JK ,FLOW. . s
U Ll IE 0 0 B IIP.G ANY .EXCAlATI r
_ �
ROJEC o .. . ...-, +.«?ae :S, .,_ .,- ::,RESTRICFORS.,OBSERVE WA(Ef2 GGI)�EZu IIGN NRFl HGEo. Cf5
• -0N'THE ,PROJECT. < - . . _ •, ,,,1. , .,,. ,. ,., _ T •., ,.: . .I y
SEPTICITANK SHALL BE INSPECTED ANNUALLY TO DETERMINE,SCUM AND `SLUDGE '
ACCUMULATION BY THD HOMEOWNER ,OR A QUALIFIED SEWAGE' HAULER. THE N
AMOUNT`OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND ` Q� Z
3 MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET ® � pq
BAFFLE OR SANITARY "F". THE PUMP-OUT CLEARANCES: ALSO APPLY TO ANY
TEST PIT INFORMATION PERGOLA LION TEST INFORMATION CHAMBER IN MULTI-COMPARTMENT TANKS OR TO -TANKS IN SERIES. MOST TANKS r N
SEPTIC SYSTEM DESIGN SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. .� N
TEST PIT INFORMATION TAKEN — 6 SEPT 2013 BY PERC. PIT INFORMATION TAKEN 6 SEPT 2013 BY
ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE WHEN SEPTIC TANK IS tPUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
PERFORMED DURING WALKWAY & PATIO RECONSTRUCTION I PERFORMED DURING WALKWAY & PATIO RECONSTRUCTION �•d i u
DESIGN FLOW — 5 BEDROOM HOUSE WITH STANDARD WATER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT NAVE
DETERIORATED AND NOT LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
FIXTURES AT 110 gpd PER BEDROOM = 550 gpd I CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
TP- 1 TP - 2 PT- 1 o
TOPSOILL PREVIOUSLY REMOVED t4" TOPSOILL PREVIOUSLY REMOVED t3" ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A • �
STABA/ INC PERCOLATION RATE. DEC PERMITTED Si HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR N y
SEPTIC TANK - UTILIZE NORWECO SINGULAR BIO KINETIC cll
WASTEWATER TREATMENT SYSTEM MODEL 960. SEE MANUAL FOR 1'-40' / INCH USE 1-5 MIN APP. RATE EING PUMPED OUT.
FOR GENERAL SPECIFICATIONS. SYSTEM DESIGNED FOR
700 GPD APPLICATION 4-50" MIXED GRAVEL AND MEDIUM FINE SAND 3-48' MIXED GRAVEL AND MEDIUM SAND DE BEING +,
Psi
ROOTS TO 20"t ROOTS TO 20 f SEPTIC TANK AADDI IVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
ARE UNNECESSARY, FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND Q.)
NO WATER NO WATER MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED {� �
NO MOTTLING NO MOTTLING INTO THE ABSORPTION 'FIELD, RESULTING IN PREMATURE FAILURE. U� U
2"4 VENT ABOVE
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE'SEPTIC F--1
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
FIN. GRADE WITH OR CLEANERS INTO SINS S OR -TOILETS. v
BIRD SCREEN
APPROXIMATE MANHOLE COVER
FINISH GRADE (LOCKABLE) AT WHENEVER SEPTIC TAi ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
GRADE SEWERS ARE INSTALL 11 TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
FILTER �A ED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
W1 ( (V
FILTER FABRIC w 1/ u/ NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
PRESSUREIZED LINE � °"u" All PEA GRAVEL I
FROM S.T.E.P. TANK GRADE HANGER PIPE
THE ABSORPTION F ELU OR THE SEWAGE DISPOSAL SYSTEM. I
� FOR PUMP FINAL GRADE SHOULD iBE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
j i. \Ili vui I Vo- vui_ .\Ifi
REMOVAL ' � �' � � FELD� 1
� THE R �
ABSO PTION
INLET FROM WASTEWATER M
w mw, ur,
TREATMENT SYSTEM
THE
,;; § FLUSHING VALVES ;HIGH WATER
:-. I : ALARM SWITCH
GRFaDING NOTES o
•: _ -41
\Ib. Ili "
�..
_
' � ` '.`> � " : .'.;` � ' : - •. . _: ••. •. •• RESERVE CAPACITY , 2 0 i0 BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED,-:AND D I
DURING
:...: .. B
Q
AFTER ALARM SOUNDS DIST. . OX =" 'EARTHWORK PHASES, SEDIMENT,TRAPS SHALL BE CONSTRUCTED IN ALL STORM O
EQUAL TO ONE DAYS START, LEVEL SWALES AND DITCHES "
Q - - - - - �- - - - - --- -
_ .... CAPACITY (DUPLEX PUMPS
pp
( LEVE0 CONTROL QUICK DISCONNECT V
O
WITH INDIVIDUAL ALARMS
i ., SWITCH SLIDING 'COUPLER AFTER EVERY STORM E CH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
-.' .' ::`:.'• :' :: : :: .,. MAY BE USED IN LIEU
SHUT-',OFF LEVEL ti FAILURES OR CLOGGIN('- ANY ',FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
_°.. -. ._'�• _. OF A SINGLE PUMP rAND -------- --------- 4------- ----------
INSULATION ONE DAYS CAPACITY) ( ALL L .
BARE-EARTH ARE1�S SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-
EROSION, AND EVERY BARE-EARTH AREA SHALL BE CAD FILE NAME
SEEDED AND MULCHED By OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER ACRD\IBS\NEPET\C-1
. . .. ... . ..
AND
SURFACE I
OPS, SUCH A YE GRASS A MILLET MAY BE USED FOR TEMPORARY
SCALE
0 00600 I' PROVIDE 3" SAND OR—060 ° AS NOTED
SAND FILTER PEA GRAVEL UNDER TANK „ SMALL BENCHES AND �EMPORARY INTERCEPTOR DITCHES, INCORPORATING 'SEDIMENT DRAWN BY
DISTRUBUTIOIN LINE GRASSES,HORLWHE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER I ,
EFFLUENT TANK DETAIL WHERE AREAS ARE EXTENSIVE.
AIR LINE BOTTOM OF BED
DRAWING TITLE
N.T.S. NEW SWALES AND UNUVED DITCHES SHALL INCORPORATE MATTING OR NETTING j
OVER SEED AND' MULCf1 WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND
UNLINED DITCHES, SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR 4 SEP ' I Il PLANS
I
I PUMP ; STATION NOTES FEET EI
,,. ' THER SIDE OF � E SWALE OR DITCH CENTERLINE, AT A RATE OF 25 ( > r
1. PUMP TO BE EFFLUENT PUMP POUNDS PER ACREI AI ER JUNE, ALL`'SEEDINGSFIALL ALSO BE IMMEDIATELY MULCHED. NO ES AND
N.T.S.
ALL EROSION CONT DETAIL S
i ' BOTTOMLESS SAND FILTER PROFILE GOULDS MODEL GLj885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED f
ROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
2. 'PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. NTROI
I
AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE GUI ION SEDIMENT CO
GUIDELINES FOR URBAN EROS
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
DRAWING No.
C 1
L- I