DERBY CLARUS SEPTIC PLAN EEM2019-059 FINAL (12-09-2019A) U
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INDEX OF DRAWINGS � ' m z
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FIGURE 1 — SITE LOCATION MAP & DRAWINGS INDEX 0 Y Q
FIGURE 2 — SEPTIC SYSTEM PLAN m LL J U
Lw 0 0
OF NW FIGURE 3 — SELECT DETAILS Q = u J
`BURt,0 FIGURE 4 — SELECT DETAILS O Q Lij
A r�, * FIGURE 5 — SELECT DETAILS � i j ~ Z
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FIGURE 6 — SELECT DETAILS
FILE NUMBER
FIGURE 7 — SYSTEM SPECIFICATIONS EEM2019-059
Es kco) FIGURE 8 — BSF SPECIFICATIONS Da
TE 12-09—
2019
FIGURE 9 — GENERAL CONSTRUCTION NOTES FIGURE NO.
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PROJECT OVERVIEW
THIS PROJECT INCLUDES THE DESIGN AND CONSTRUCTION
SPECIFICATIONS FOR A REPLACEMENT ONSITE WASTEWATER
TREATMENT SYSTEM (OWTS) TO SERVICE A 2 BEDROOM
DWELLING. THIS PROPOSED SYSTEM INCLUDES ENHANCED rrnn
TREATMENT USING A CLARUS FUSION AND AN ULTRA VIOLET V
LIGHT. THE TREATED AND DISINFECTED EFFLUENT IS FILTERED 0
THROUGH A BED OF SAND IN A BOTTOMLESS SAND FILTER. Z
— c
RE
PROJECT NORTH BASIS OF DESIGN W? -'�
ALL PLUMBING FIXTURES WILL BE LOW FLOW (TOILETS, SINKS, W
AND SHOWERS) WITH A DAILY DESIGN FLOW OF 110 Z co
SHED R GPD/BEDROOM. DESIGN FLOW 110 GALLONS PER BEDROOM X 2 —
PH#2 F' DRINKING WATER BEDROOMS = 220 GALLONS PER DAY; NO GARBAGE GRINDER.
20'x7' BOTTOMLESS -WELL - DRILLED
N
SAND FILTER AN ONSITE DRINKING WATER SUPPLY WELL IS LOCATED LESS Z i
BENCH MARK NAIL IN - GLEN LAKE THAN 100 FEET FROM THE PROPOSED SEPTIC SYSTEM. THIS coo
PP.TOP OF NAIL=402.53' ` GARAGE FLOOD ELEV 404.00 DESIGN FOR AN OWTS, TO THE BEST EXTENT POSSIBLE, TREATS W "
SEE OWNER'S SURVEY FF ELEV 402.04 REF THE WASTEWATER SO THE THREAT OF ENVIRONMENTAL IMPACT
SLEEVE FORCE MAIN 61 HAS BEEN MITIGATED. Nt
00
AS REQUIRED @ PAVEMENT-\ z
750 GALLON USE CLARUS FUSION ZF 450 (NSF STANDARD 40 TESTING CLASS w
PUMP STATION 0 1R�F � I SYSTEM) WITH 450 GPD DESIGN FLOW. Y z
ULTRA VIOLET LIGHT - Q
CLARUS FUSION ZF450 2DBEDROOM USE BOTTOMLESS SAND FILTER (BSF) FOR FINAL DISPERSAL OF Ln Q
NO BASEMENT FUSION EFFLUENT. BSF SHALL BE CONSTRUCTED IN w O '
4x4 PT OR STEEL FF ELEV 404.16 ACCORDANCE WITH THESE SPECIFICATIONS AND THE U
PIPE BOLLARD \ METHODOLOGY PRESENTED IN THE RHODE ISLAND DEPARTMENT z >- Ld
SET IN CONCRETE /' OF ENVIRONMENTAL MANAGEMENT DOCUMENT U L z > Y
AS REQUIRED. TYP 7. °�/-' ENTITLED "GUIDELINES FOR THE DESIGN AND USE OF z m mp O
/-' BOTTOMLESS SAND FILTERS", DATED NOVEMBER 2013. o o Li o >- W
CD W
CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE w LLj I � w
REF = REFERENCE DIMENSIONS REQUIRED BY PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS m Q >_ mm z z
TOWN FOR PLAN APPROVAL. SEE OWNER'S INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED J m w w
SURVEY FOR FEATURES AND DIMNSIONS. DOCUMENTS. THESE PLANS HAVE BEEN PREPARED FOR THE m z W
THIS IS A SEPTIC PLAN. ANY OTHER USE IS USE BY THE CURRENT PROPERTY OWNER. UNAUTHORIZED w > m z
PROHIBITED BY LAW. ALTERATION OR ADDITION OF THESE PLANS IS A VIOLATION OF p m z U o w
Lij
THE NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION w p (�
7209. THIS PLAN IS FOR THE INSTALLATION OF A REPLACEMENT >_SEPTIC SYSTEM PLAN SEPTIS SYSTEM. ANY OTHER USE IS PROHIBITED BY LAW. m o Q
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1 " 30' SITE INVESTIGATION RESULTS of J W
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w z z N
O�MU W,`o DEEP HOLE #1 7/10/19 o Q 0 o
,4P G Rp0 •� J U O Q
0-8" BROWN TOPSOIL AND ORGANICS
A r�, * 8-36" BROWN SAND AND GRAVEL L Z
r- MOTTLING DISCOLORATION WAS NOT OBSERVED o
GROUNDWATER WAS ENCOUNTERED AT 36" BELOW GRADE FILE NUMBER
BEDROCK WAS NOT ENCOUNTERED
EEM2OA9 059
DATEPERCOLATION TESTING CONDUCTED 7/10/19 12-09-2019
PH#1 12" DEEP HOLE; 5 MIN./IN. FIGURE NO.
PH#2 12" DEEP HOLE; 6 MIN./IN.
0
FUSION CONTROL PANEL CONTRACTOR/INSTALLER 22.5" J
INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC MUST READ & FOLLOW INSTRUCTIONS & >=
CIRCUIT FROM THE MAIN ELECTRICAL SERVICE TO FUSION PANEL. PROCEDURES CONTAINED ININ CLARUS INSTALLATION MANUAL. � n------� LL �
INSTALL A GROUND FAULT INTERRUPTER (GFI) EXTERIOR OUTLET I TUFTITE BOX I
INSIDE THE RISER WHERE THE COMPRESSOR IS LOCATED. I I
DWELLINGd INSULATE TOP OF UNIT W/ I PLAN VIEW
RIGID FOAM INSULATION. L
DO NOT INSTALL UNDER DRIPLINE OF ROOF, R-8 PROTECTION REQUIRED
INSTALL TUFTITE BOX MINIMUM. EXTEND RIGID 3 N
ON STONE PAD, TO PROMOTE INSULATION 12" BEYOND TANK TUFTITE BOX PLACED 7 a
/// DRAINAGE AWAY FROM COMPRESSOR. ON ALL SIDES ON STONE PAD, TO PROMOTE
AIR COMPRESSOR INSULATED UD TYP. DRAINAGE AWAY FROM C
O
24•x 18"x 6" THICK STONE PAD INSTALL THE FUSION WITH ONE z COMPRESSOR. DO NOT INSTALL
6-INCH RISER TO BRING THE LIDS UNDER DRIPLINE OF ROOF.
TO GRADE. TYP. c LJ J I , I
M 2
APPLY TWO BEADS OF SILICONE SEALANT FULLY AIR COMPRESSORAROUND EACH I , I
CLEANOUT WITH SUPPLED SICREWS.SER C PRIOR TO SECURING PATIO BLOCKS LLJ
Z
--- OUTLET CAPILLARY AIR LINES co-- CO
BUILDING SUITABLE GRANULAR MATERIAL SHALL BE TO CONTROL PANEL —
SEWER LINE AIR LINES TO FUSION z PLACED ON THE SIDES OF THE FUSION UNIT STONE HAD LS)
3/4"0 SCD 40 PVC �i TO BRING THE SURROUNDING GROUND TO N
OR APPROVED EQUAL N ii� FUSION TREATMENT UNIT GRADE. AIR LINES TO FUSION.
CONCRETE ANCHORING AS SHOWN WHEN SEE 3/4"0 SCD 40 PVC
FUSION VENTS THROUGH HOUSE VENT. IF HOUSE VENT IS NOT REQUIRED IN HIGH WATER TABLE AREAS. OR APPROVED EQUAL W co
IN PLACE OR EXISTING VENT SYSTEM DOES NOT MEET THE FUSION OWNER'S MANUAL FOR MORE .�
BUILDING CODE AND THE FUSION MANUFATURER'S y i %% INFORMATION. CONSULT SPECIFYING ENGINEER
RECOMMENDATION & REQUIREMENTS, A SEPARATE VENT MUST FOR REQUIREMENTS
BE INSTALLED TANK EXCAVATION SHALL AIR COMPRESSOR INSTALLATION Lc)
EXTEND 12-18`LONGER AND WIDER Nzl-
FUSION SHALL BE PLACED ON 6`LAYER OF WASHED BROKEN THAN TANK. 00 z
STONE (1/4 - 1/2 "0) ®LEVELED TO WITHIN 1/8-INCH SIDEFUSION 450 TANK MEASURES 85'L NTS N W
TO SIDE AND END TO END. x 44'x 62'H
FUSION 450 — TYPICAL PROFILE o � Ln
NTS w 0 N
z >_ W
W LJ ~ > Y
RED AIR z
84 3/4 INSTALL ONE DEDICATED 115 VOLT, 20 AMP LINE BLOWER W EO 0 Q
ISOLATED ELECTRIC CIRCUIT FROM THE MAIN POWER ELECTRICAL SERVICE TO FUSION PANEL. INSTALLLLJ
A GROUND FAULT INTERRUPTER (GFI) EXTERIOR CORD 0 U 1
DA1 0 OUTLET INSIDE THE RISER WHERE THE aR uEE (n ?� LJJ
70 PANEL
COMPRESSOR IS LOCATED. ADAPTER W W � � W
+ + OUTLET r �-' Y m Z
III_ET CONDUIT
TO ` J Z W L'I"I
LINE W RED AIR m m (�
N E > Z W
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ELBOWS W RUBBER = U O w'
L BLAZE AIR CONTTCAPILROL PANEL BLINE
LUE AIR V J
LINE � O � W
NOTES: TUFf1TE BOX NOT m Y
f 1)DIMENSIONS-I•AND-E-ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE. SHOWN FOR CLARITY � Q
2)THE OVERALL HEIGHT DIMENSION-H-IS TO THE TOP OF THE NARROW W O J
ADAPTER RING, NOT THE RISER LID. ZO (n
_ 3)A RISER COVER COMES STANDARD.ADDITIONAL RISERS ARE
` OF N c w f° PURCHASED SEPERATELY. < Z Z INS
UO 4)TANK EXCAVATION SHALL EXTEND 12•-18•LONGER&WIDER THAN FUSION TANK. UO Q 0
R'o J U O Q
- cl '- EWAVAMG DEAENSIDNS I H
.�. ► * SSEN L 1 W N I 1 EA r[ -e5-24-4 -1
FUSION 450STONE PAD o
w AIR LINES TO FUSION
3/4"0 SCD 40 PVC FILE NUMBER
OR APPROVED EQUAL
�7 f.)l . EEM2019-059
FUSION 450 — DIMENSIONS EXCAVATION DETAILS 12-0DAE
9T 2019
NTS FUSION 450 — AIR COMPRESSOR DETAILS
FIGURE N0.
NTS
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HORIZONTAL STRUCTURAL REINFORCING GAS TOP J
( ) / LIQUID (BOTTOM) GRADE ROAD MATERIAL
RIBS (FULL CIRCUMFERENCE) PASS-THRU SLOT INSIDE TANK 0)
o p0 0 0 0 0 J
LIFTING HOLES O m ELECTRICAL JUNCTION BOX ° SoboUggD og —BACKFILL
(4 TYPICAL)
a 4"0 SCHD 40 RISER o o c_-
_ o Cq� onO�o�
THREADED ACCESS -� � io oq� o�3oQ° 4"STYROFOAM
OPENING . OAP . OAP II `� Dgo � oo Z
24" I.D. DIA. --�� ---- --�� INLET OUTLET
C
(2 TYPICAL) ! °o iIro° 6" DIA. SLEEVE c;o
00c
-4"0 SCHD 40 TYP. '00
� 1-1/4"-2"0 PIPE w
O O \ DISINFECTION HAUCHING, W
CHAMBER CLASS II OR III
4.25" TYP. _
9 1/2" TYP. M 2' MIN. CLASS BEDDING Z 00
r III
= LENGTH = 103"
N 1 I LO
EXTEND RISERS TO �/ CV
`GRADE AS PER SPECS. Z LfD
/ UV LIGHT DETAIL PIPE SLEEVE DETAIL co
THREADED ACCESS
INLET PORT OPENING OUTLET PORT
24" I.D. DIA. NITS NTS
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INV IN. 00 Z
INV OUT CLARUS CONTROL PANEL W
OR ALARM SYSTEM
MOUNTED ON HOUSE Y
OR POSTS AND PLYWOOD. Q
II ROTH MultiTonK w O
F = 500 GALLON / MODEL RMT-750 ACCESS RISER & LID AS PER SPECS Lc)
2 M 750 GALLON DESIGN CAPACITY e
C2 d 1,007 GALLON TOTAL CAPACITY :3
w 360 POUNDS DRY WEIGHT C7 JUNCTION B SECURE EXCESS CORDAGE 00
00
_ (FOR FILTER REMOVAL) LL
OX O
GRADE z > W
c CLARUS DISCHARGE PIPE ASSEMBLY J
o aw FROM PUMP TO STUB OUTSIDE RISER W W z > Y
(INCLUDES FLEXIBLE PVC PIPE, UNION, BALL VALVE, C� CD
CONDUIT a LO AND PIPE SEAL) z � 0 O
HORIZONTAL STRUCTURAL Go (n< HANGER PIPES W O
w 0 00 Q W U >
REINFORCING RIBS (FULL wS CD ui
CIRCUMFERENCE) TOP OF FILTER TANK FILTERED EFFLUENT W � W 0
TOP OF SEPTIC OR PUMP TANK � Y m Z
TOP OF FLOAT TREE Q Q
750 GALLON PUMP TANK SIMPLEX OR DUPLEX PUMPS SEE SPECS FOR FLOAT SETTINGS m JLd D (D 0
SEE SYSTEM SPECIFICATIONS HIGH WATER m Z W
ALARM FLOAT Lij — (n Q O J
NTS EVEN WITH, OR BELOW INLETpl) Z
LLJ TIMER OVERRIDE FLOAT M W 0 w
W
= W
LOW LEVEL CUTOUT FLOAT Y
to m Q
1" x 16" SCH80 TYPICAL Of O J
HANGER PIPES INLET LEVEL zp I__ n
PUMP VAULT TOP VIEW ZOELLER EFFLUENT < Z Z w
OF NcW
_ TURBINE PUMP(S) c> Q ?>
n�LrRQo°"+' 0 O Q
ti 0 7 PUMP VAULT w_ � ~ w
4✓
7� A rl * _ p
r FILTER ASSEMBLY p
w 3 1/2" OF TETHER
LENGTH FROM CLAMP FILE NUMBER
FLOAT SWITCH DETAIL 17.125" EEM2019-059
ROF P� DATE
�5S10�`
TYPICAL STEP VAULT DETAIL 12-09-2019
FIGURE NO.
NITS 4
FINISHED TOP SURFACE SHOULD BE +/-1" DOWN FROM U
REF = REFERENCE DIMENSIONS REQUIRED BY TOP OF WALLS. BSF SHALL NOT BE COVERED WITH ANY
TOWN FOR PLAN APPROVAL. SEE OWNER'S OTHER MATERIAL THAT WOULD RESTRICT THE EXCHANGE PLACE 3" OF 3/8" WASHED PEA STONE J
OF OXYGEN WITH THE SURFACE. OVER THE SAND. INSTALL DISTRIBUTION
SURVEY FOR FEATURES AND DIMNSIONS. LATERALS. PLACE 3" ADDITIONAL PEA J
THIS IS A SEPTIC PLAN. ANY OTHER USE IS STONE TO COVER DISTRIBUTION LATERALS.
PROHIBITED BY LAW. [L N
CONTINUOUS 2" THICK RIGID INSULATION USE 1 1/4" DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION MANIFOLD.
BOARD, AND 45 MIL POLYPROPYLENE LATERALS SHALL BE 1" SCHEDULE 40 PVC PLACED 24" ON CENTER. USE
MEMBRANE. THE INSTALLED LINER MUST BE ORIFICES SIZED AND SPACED ACCORDING TO SPECS. LATERALS SHALL BE
WATER TIGHT. INSULATION SHALL BE TIGHT INSTALLED WITH ALL HOLES POINTED DOWN EXCEPT LAST ORIFICE IN EACH (�
REF - FLOOD ELEVATION = 404.00' TO TIMBERS OR CMUS. LATERAL POINTS UP. USE ZOELLER MODEL 5055-0006 SLOTTED ORIFICE CAPS LJ O
INSTALL 90-DEGREE SWEEPS WITH THREADED CAPS AT
TO PROTECT THE 1/8-INCH DIAMETER ORFACES.
THE ENDS OF EACH LATERAL. DO NOT USE SHORT
CMUS SET LEVEL & PLUMB. 90-DEGREE ELBOWS. CLEANOUTS SHALL BE PLACED IN PLACE 24" OF SAND MEDIA MEETING ASTM _ C
6-INCH DIAMETER VALVE BOXES ZOELLER MODEL C-33 REQUIREMENTS IN BSF IN LEVEL 8" O
5056-0006. THICK LIFTS. PRESS IN-PLACE ALONG0
EDGES TO REMOVE VOIDS.
GRADE & CSEE PLAN ONTOURS FINISHED—,, REF = 403.50' �
—SEE PLAN FOR FINISHED W
f{oI GRADE & CONTOURS cy)
CO
I I`
EXISTING GRADE I o 11 —EXISTING GRADE (�
II l REF = 401.00' LJ N
/ /\f f\f\ \f\ ✓\�\ \ :\f� \ \ \\f\ f\ f f \f\f�\ \f�\!\/ /\f\f\ f\' REF = 399.50' Z L j
I I I���I I I��II I I I I I I=1 I I1 I I1 I I=1 I-1 I I=1 I I_III=1 I I1 I IIIII I II I I=1 I I I I I IIII I I1 I IIII=1 I IIII=1 I I=1 I I1 I I=1 I I-1 I I1 I I=1 -1 I I-1 I I ��I I Til 11=1I 11I I --__
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=1 II=11 II IIII.III III II l l III l III l III IIIII- -1 II II 1 I11T_I=1 II _III1 = III
- -111111 -1 1 I1111 1 -1 I1 -1 -1 -1 I11 -1 -1 -1 -1 11111 I-11 -111 -1 -1 -1 11 -1 -1 -1 -1
b j k I II 1I -11I-1 1 1I 1I III_ I II III-1I ���}� �� � �# III II 1I I 1 1 =1I 1I 1I I 1 Nt
II III IIIII IIIII II II I II I I I 1 1 1 1 I 1 1 1 1 1 1=1 I ` ITS f I f ilv 1- 11 1 I 1 I 11 11 I I 1 1 1 1 00
I I-III-1 II II 11 I 1 I I I I I I-II I_III-IIII I IIIIII I I-II II II I1 I I I III I I I IIII-IIII I I I III I I I II Z
1 I, 1 - - 111 1 -1 - 1111 11 - - 111 1 , III - 111 1 N W
EXCAVATE FOOTPRINT OF BSF BY REMOVING EXISTING SOD. PLACE ONE OR INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. 2" DIA, SCH 40 PVC FORCE MAIN. INSULATE
MORE COURSES OF CMUS ALONG PERIMETER OF BSF SO TOP IS TERRACED INSPECTION PORT SHALL BE CONSTRUCTED OF 4" DIAMETER PVC (SDR 35 WHEN COVER FILL IS LESS THAN 3'. SLOPE PVC Q
LEVEL. REMAINING COURSES WILL BE BUILT UP ABOVE GRADE. SCARIFY 3"OF MINIMUM) PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL PIPE 1/8" PER FT AWAY FROM SAND FILTER. Lc)
SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF SAND. EXTEND INTO THE NATIVE SOIL BENEATH THE BSF.
Li 't
w 0 00
BOTTOMLESS SAND FILTER SECTION z >_ LLJ Cn
1" PVC SCH 40 LATERAL 1-1/4" PVC MANIFOLD LLJw Z E Y J
NTS W/ 1/8" DIA. ORIFICES 0 CD
TOP OF VALVE BOXES FROM EFFLUENT PUMPING SYSTEM z � 0 Q
6" SEE SPECIFICATIONS � 0
SLOTS FOR DRAININ I MUST BE FLUSH W/ LLJ O
GRAVEL ;-COLD WEATHER
1- SCHEDULE 40 i VACUUM BREAK ORIFICE SHIELD (TYP) Q LLJ 0
PVC LATERAL PIP � CD
1" PVC FEMALE ORIFICE SHIELD (TYP) D W
NPT CAP. HAND 1" PVC FEMALE x
TIGHT TYP. MALE NPT ADAPTER w W I LLJ
Li
1" PVC PIPE TYP. Y m Z
1/8" ORIFICE _
®PIPE INVERT 5055L 0006 DEL 1" PVC PIPE i' VALVE HBOXES�R / Q
SLOTTED ZOELLER MODEL J LLJ LLJ r >
SIDE VIEW TOP VIEW ORIFACE 5056-0006. iV LLJ m z �
W
1"0 LA '-1" PVC 45' BEND �y LLJ — Q O J
2 REQUIRED 1� Q w 0 W
uj
LATERAL DETAIL FLUSH VALVE ASSEMBLY N '° U
LLJ
NTS NTS
m Q
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PVC LATERAL 1 -4" INSPECTION PORT AT GRADE z L N
WITH DRY FIT CAP 24" TYP Z Z w
(�L 1/8" ORIFICE AT 3:
�.P��,� �OR(j� BOTTOM OF LATERAL —45 MIL POLYPROPYLENE MEMBRANE o U 0 a
cli CMUS OR MASONRY BLOCKS
t
PERIMETER STRUCTURAL SUPPORT LLJ
' -PVC ORIFICE SHIELD o
- z SIDE VIEW TOP VIEW —STRAIGHT FLUSHING VALVE ASSEMBLY
r. . L.
> NOTE: SECOND AND NEXT TO LAST ORIFICE ARE IN 6" VALVE BOX FILE NUMBER
DRILLED IN TOP OF LATERAL FOR VACUUM 20'
Q7q,)L ����ti BREAK AND MANIFOLD DRAINBACK EEM2D019 059
TE
5s 12-09-2019
___ COLD WEATHER ORIFICE SHIELD BOTTOMLESS SAND FILTER PLAN FIGURE N0.
NTS NTS 5
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CONCRETE ANCHOR J
COLLAR
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II II � •�
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MIN. REQUIRED 0 '
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BACKFILL
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UNIT SIZE Z ! ll
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ZF-800 21 Z rn
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TANK MODEL RMT-500 RMT-750 RMT-1000E RMT-1060 RMT-1250 RMT-1500 :I-
I�I�I=III=III= �11�111=III=1 l=1 1 0 Z
I�I�I�=IIII �I=1I1=1 I1=1 1=1 III
WIDTH 7 -0" 7 -0 7 -6 7 -6 7 -6 7 -6' " ' " ' " ' " " N
il�ll�ll=lil=III =1il=1il=lil=lii-lil � W
-III ITI ITI ITITI ITI "ITI I—I
=11=11=11=11=IIII-III LENGTH 7'-0" 10'-6" 11'-6" 12'-0" 14'-0" 16'-6'
-III=1 III=III NOMINAL SAFETY FACTOR* 2.90 2.10 2.04 2.09 2.10 2.02 m0 Q
(IIII IIIIIIIIIII EST. CONCRETE VOLUME .90 yds 1.17 yds 1.26 yds 1.61 yds 1.71 yds 1.92 yds Li__ 't
=1 =1
ao
=—III=1 =u=u=ll= III=1I 3 W 0
I_ NOTE: SAFETY FACTOR BASED ON INSTALL WITH ONE FOOT OF COVER FILL, DENSITY 115#/Ft N
mL uL ulllll III ww II I-III-III-III III
W W ~ / Y _
III-III ROTH RMT BUOYANCY RESTRAINING COLLAR-HIGH GROUNDWATER CONDITIONS 0 CD Z 0 Q
—III—I Z
IMF IIII Or-W o o
II-III-III-III-III-III-III-III-III-III-III=1 o W 0
GENERAL NOTE: (n CD of w
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THE BUOYANCY RESTRAINING COLLAR DESIGN IS BASED ON BUOYANCY FORCE CALCULATIOINS W W O W 0� Y m Z
AVAILABLE ON REQUEST FROM ROTH GLOBAL PLASTICS, INC. Q m
ALL FINAL DESIGN PARAMETERS ARE THE RESPONSIBILITY OF THE SYSTEM DESIGNER/INSTALLER. m LLJ L U
CONCRETE NOTES: w m Z W
ANTI-FLOTATION PLAN FOR FUSION ETU o w 0 � J
PROVIDE CONCRETE TO OBTAIN THE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS W (D w
NTS CONCRETE MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ACI-318-99 >_ � r� W U)
(BUILDING CODE REQUIREMENTSFOR REINFORCED CONCRETE) AND ACI-301-LATEST EDITION = Y
m
LL Q
� 0 J
REINFORCING STEEL: z Z N
W Q o
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URD0 0 ALL REBAR SHALL BE CONTINUOUS #4 BARS. ALL STEEL SHALL BE BILLET STEEL CONFORMING TO o U p Q
* 7* STANDARDS OF ASTM A615, GRADE 60 CONCRETE COLLAR SECIFICATIONS (SPECIFICATIONS FOR w ~ w
STRUCTURAL CONCRETE FOR BUILDINGS) o Z
w
FILE NUMBER
EEM 2�OA 9 059
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ANTI-FLOTATION PLAN FOR ROTH PLASTIC TANKS 12-09-2019
FIGURE N0,
NTS 6
U
SYSTEM SPECIFICATIONS CONTRACTOR SHALL ANCHOR TANKS TO RESIST BUOYANCY, AS J
NEEDED. TANKS SHALL BE PLACED ON 6-12" LAYER OF WASHED BROKEN
INSTALL BUILDING SEWER USING 4" DIAMETER SCHEDULE 40 PVC OR STONE (1 /4 — 1 /2 INCH DIAMETER) OR PEA STONE AND INSTALLED IN
EQUIVALENT PIPE WITH SOLVENT—WELDED JOINTS, LAID AT MINIMUM ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. PLACE 10
GRADE OF �/ INCH PER FOOT INTO A CLARUS FUSION ZF450 ENHANCED INCHES OF COVER OVER THE TANK, THE SURFACE 4 INCHES SHALL BE
TREATMENT UNIT. NO 90—DEGREE FITTINGS SHALL BE USED. IF TOPSOIL.
45—DEGREE FITTINGS ARE USED THEY SHOULD BE FITTED WITH A CLEAN Z u,
OUT. ALL PLUMBING FIXTURES SHALL DRAIN INTO FUSION. PUMPING STATION SHALL BE EQUIPPED CLARUS MODEL 5041 -0048 — o
FILTERED STEP SYSTEM VAULT. EFFLUENT PUMP SHALL BE 1/
INSTALL FUSION ZF 450 AT THE LOCATION SHOWN ON FIGURE 2 IN HORSEPOWER, 115 VOLT, CLARUS MODEL 5031 -005 5—STAGE EFFLUENT W
ACCORDANCE WITH MANUFACTURES WRITTEN INSTALLATION TURBINE SUBMERSIBLE PUMP. USE 1 1 /4—INCH DIAMETER DISCHARGE PIPE W ,
INSTRUCTIONS FOUND IN CLARUS DOCUMENT ASSEMBLY MODEL 170-0182 CONSISTING OF PIPING, ELBOWS, FLEXIBLE PVC
CL0056, DATED 2016. TREATMENT TANK SHALL BE PLACED PIPING, UNION/BALL VALVE, PIPE SEAL. Z co
ON 6" LAYER OF WASHED BROKEN STONE (1 /4 — 1 /2 INCH — CO
DIAMETER) LEVELED TO WITHIN 1 /8—INCH SIDE TO SIDE AND END TO USE THREE MERCURY LEVEL SWITCHES SECURED TO VERTICAL FLOAT N
END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER AND WIDER ASSEMBLY CLARUS MODEL 10-1673. FLOATS SHALL BE SET AT THELo
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THAN TANK. FUSION 450 TANK MEASURES 85'L X 44"W LEVELS SHOWN WITH A MINIMUM OF 14 INCHES OF SEPARATION BETWEEN
X 62'H. SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON THE THE HIGH WATER ALARM FLOAT AND THE TOP OF THE TANK TO PROVIDE W
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SIDES OF THE FUSION UNIT TO BRING THE SURROUNDING GROUND TO ONE DAYS DESIGN FLOW ABOVE THE ALARM.
GRADE. INSTALL 2—INCH THICK RIGID INSULATION OVER THE TOP OF Lo
THE FUSION TANK TO PREVENT AGAINST FREEZING. INSTALL THE USE SIMPLEX TIMED PANEL CLARUS MODEL 10-0684. EQUIPPED WITH 00 z
FUSION WITH 6 INCHES OF COVER OVER THE TOP OF THE TANK. BRING ALARM HORN AND LIGHT, ELAPSE TIME METER, CYCLE COUNTER, CIRCUIT ED
THE RISERS TO FINISHED GRADE. BREAKER, AND MOTOR CONTACTOR. INSTALL TWO DEDICATED ELECTRIC Y
LINES FROM SEPARATE BREAKERS IN THE MAIN ELECTRICAL SERVICE PANEL
INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC CIRCUIT TO PUMP CONTROL PANEL. PUMP REQUIRES 1 — 115 AC 20 AMP SERVICE L Z
FROM THE MAIN ELECTRICAL SERVICE TO FUSION PANEL. CONNECTED WITH 12 AWG WIRES. FLOAT WIRES SHOULD BE SIZED AT 14 w 0 00 O
AWG. ALARM FLOAT REQUIRES INDEPENDENT 15 AMP CIRCUIT. WIRE z 0
FUSION EFFLUENT PIPING SHALL BE 4" DIAMETER SCHEDULE 40 PVC SHALL BE PLACED IN ELECTRICAL CONDUIT AND JUNCTION BOX ASSEMBLY >- bj
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WITH SOLVENT—WELDED JOINTS, LAID AT MINIMUM GRADE OF 1 /8 INCH INSTALLED INSIDE PUMP RISER. APPROPRIATELY SIZED GROMMET SHALL BE 0 C yf m (-)
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USED TO MAKE A WATER—TIGHT CONNECTION. z m p 0
PER FOOT AND DISCHARGE INTO A 750 GALLON SINGLE COMPARTMENT wo 0 0LLJ0
PUMPING STATION. ALL TANK ACCESS OPENINGS MUST CONTROL PANEL SHOULD BE ATTACHED TO 2 — 4 X 4 POSTS OR AN uj CD of 3: —
HAVE 24" DIAMETER RISER AND COVER THAT EXTEND TO THE EXTERIOR WALL AT 3—FEET ABOVE GRADE w LLj I � Li U
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SURFACE. TANK LIDS MAY BE COVERED WITH MULCH. Y m z W
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SET THE CONTROL PANEL TIMER SETTINGS SUCH THAT THE PUMP WILL RUN m w m z
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FOR THE TIME REQUIRED TO DELIVER 20 GALLONS OF WATER TO THE FINAL w > U) Q m
DISPERSAL LOCATION (APPROXIMATELY 2 MINUTES INCLUDING DRAIN BACK) o w O b W
EVERY 2 HOURS. DURING STARTUP THE DOSE VOLUME SHALL BE VERIFIED. �oLl w �
USE 1 1/4INCH DIAMETER PRESSURE RATED PVC PIPE CONFORMING WITH m J
ASTM D-2241 CLASS 200 BETWEEN PUMPING STATION AND BSF. PIPING z Lw O W
OF Nc�v SHALL BE INSTALLED ON A BED OF SAND WITH 1 /8—INCH/FOOT SLOPE z z w
n�u �`0 FOR DRAIN BACK TO PUMPING STATION. AREAS OF FORCE MAIN THAT DO o Q
RQ°l NOT HAVE 4—FEET OF COVER SHALL HAVE A 2—INCH PIECE OF RIGID
* A ►_r. * INSULATION PLACED OVER PIPING FOR FROST PROTECTION. ALL PRESSURE o '� Z
JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED.
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BSF SPECIFICATIONSLL
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BSF SHALL MEASURE 20' LONG X 7' WIDE (OUTSIDE DIMENSIONS). BSF PLACE 24" OF SAND MEDIA MEETING ASTM C-33 REQUIREMENTS IN BSF IN
SHALL BE CONSTRUCTED OF MASONRY BLOCKS. THE BOTTOM OF THE LEVEL 8" THICK LIFTS. PRESS IN—PLACE ALONG EDGES TO REMOVE
BOX SHALL BE SET AT AN ELEVATION OF 399.50 FEET. THE TOP OF VOIDS. PLACE 3" OF 3/8" WASHED PEA STONE OVER THE SAND. INSTALL
THE BOX SHALL BE SET AT AN ELEVATION OF 403.5 FEET. THE DISTRIBUTION LATERALS. PLACE 3" ADDITIONAL PEA STONE TO COVER 0 °
INTERIOR OF THE BOX SHALL BE FACED WITH 2" THICK RIGID INSULATION BOARD, AND 30 MIL POLYPROPYLENE MEMBRANE. THE DISTRIBUTION LATERALS. PLACE ABROAD WEAVE FILTER FABRIC OVER Z c
PEA STONE AND COVER WITH ADDITIONAL 2" THICK LAYER OF PEA STONE °
INSTALLED LINER MUST BE WATER TIGHT. ENGINEER SHALL INSPECT OR WOOD CHIPS. BSF SHALL NOT BE COVERED WITH ANY OTHER
FILTER BASE PRIOR TO PLACEMENT OF LINER. 0
MATERIAL THAT WOULD RESTRICT THE EXCHANGE OF OXYGEN WITH THE W
EXCAVATE FOOTPRINT OF BSF BY REMOVING EXISTING SOD. PLACE ONE SURFACE. W
COURSE OF MASONRY BLOCKSS ALONG PERIMETER OF BSF SO TOP IS Z coo
FLUSH AND LEVEL WITH GRADE ALONG THE DOWNGRADIENT EDGE OF EQUIPMENT USED TO CONSTRUCT BSF SHALL BE CLEANED TO PREVENT _ co
CONTAMINATION OF FILTER SAND WITH FOREIGN GRAIN MATERIAL.
THE BSF. SCARIFY 3"OF SURFICIAL MATERIAL INSIDE BSF AND BLEND o 0
WITH 3" OF SAND. N
USE 1 1 /4" DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION Z i
PERIMETER STRIPPING AND EXCAVATION OF SOIL BENEATH THE NATIVE MANIFOLD. LATERALS SHALL BE 1 " SCHEDULE 40 PVC PLACED 2' ON ww �
SOIL/FILTER SAND INTERFACE IS PROHIBITED. CENTER. USE 1 /8—INCH DIAMETER ORIFICES PLACED 2.0' APART.
LATERALS SHALL BE INSTALLED WITH ALL HOLES POINTED DOWN EXCEPT Lo
2X4 SUPPORT BOARDS AS NEEDED TO PREVENT CAVING OF THE LAST ORIFICE IN EACH LATERAL POINT UP. USE CLARUS MODEL ,:I-
USE z
ENCLOSURE WALLS DURING CONSTRUCTION. 5055-0006 SLOTTED ORIFICE CAPS TO PROTECT THE 1/8—INCH DIAMETER mw
ORIFICES. Y m
SAND MEDIA SHALL MEET REQUIREMENTS FOR ASTM C-33 SAND WITH m Q
AN EFFECTIVE SIZE (D10) TO 0.3MM AND UNIFORMITY COEFFICIENT INSTALL 90—DEGREE SWEEPS WITH THREADED CAPS AT THE ENDS OF EACH Ln
(D60/D10) OF 3.0 TO 4.0. THE MAXIMUM ALLOWABLE PERCENTAGE OF LATERAL. DO NOT USE SHORT 90—DEGREE ELBOWS. CLEANOUTS SHALL LL � U)
BE PLACED IN 6—INCH DIAMETER VALVE BOXES CLARUS MODEL w O N Z
FINES PASSING THROUGH A NUMBER 200 SIEVE SHALL BE 1 %. SAND z
5056-0006. � w
MEDIA SHALL BE STOCKPILED (AT THE SITE OR SUPPLIERS YARD) AND w Lv > y 0
SAMPLED BY THE ENGINEER FOR GRADATION ANALYSIS IN ACCORDANCE v CD z or- o
WITH ASTM D-136 AND ASTM C-117 TO DEMONSTRATE COMPLIANCE INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE z
FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF 4" DIAMETER w O O
WITH MATERIAL REQUIREMENTS. m � v � U
PVC (SDR 35 MINIMUM) PERFORATED PIPING WRAPPED IN FILTER FABRIC. � I m 3 —
WELL SHALL EXTEND INTO THE NATIVE SOIL BENEATH THE BSF. w w m w
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FILE NUMBER
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GENERAL CONSTRUCTION NOTES
ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ELECTRICIAN CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE L
IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, STATE CODE, AND PROFESSIONAL ENGINEER CERTIFYING TO THE HEALTH DEPARTMENT
LOCAL CODES. THAT THE SYSTEM WAS INSTALLED IN SUBSTANTIAL ACCORDANCE WITH
THE APPROVED DOCUMENTS. 0
NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH Z �n
SHALL BE CONNECTED TO THE SYSTEM. NO GUARANTEE AS TO THE FUNCTIONALITY OR LIFE EXPECTANCY OF — o
THE SEPTIC SYSTEM IS WARRANTED OR IMPLIED BY THE ENGINEER. m
ANY CURTAIN DRAINS MUST BE 15 FEET FROM THE DISPERSAL FIELD. �J
THIS SEPTIC SYSTEM IS DESIGNED FOR USE WITH BIODEGRADABLE
SEEDING AND MULCHING — ALL AREAS DISTURBED BY THIS CONSTRUCTION PRODUCTS ONLY. USE OF ANY OTHER PRODUCTS MAY CAUSE W
SHALL BE COVERED WITH A MINIMUM OF 4—INCHES OF TOPSOIL AND PREMATURE FAILURE. Z ccoo
PROPERLY SEEDED TO GRASS AND MULCHED. —
CORRECTING MATERIAL/PRODUCT DEFICIENCIES IS THE RESPONSIBILITY Uf N
SETTLING OF FINISHED LANDSCAPING IS LIKELY TO OCCUR AND MAY OF THE MANUFACTURE/SUPPLIER. WORKMANSHIP IS THE Lo
REQUIRE REGRADING IN A YEAR. RESPONSIBILITY OF THE INSTALLER. THE UNDERSIGNED ENGINEER DOES co
NOT GUARANTEE OR WARRANTEE EITHER OF THE ABOVE. W
SILT FENCE AND STRAW BALES SHALL BE INSTALLED AS NEEDED TO
PREVENT SOIL FROM WASHING OFF—SITE. THE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, �
PIPING, RISERS, COMPONENTS, AND LIDS SHALL BE INSTALLED 00 z (n
THE CONTRACTOR SHALL CALL DIG SAFELY NEW YORK (1 -800-962-7962) WATER—TIGHT. THE SYSTEM MAY BE TESTED FOR WATER TIGHTNESS. E W
AND HAVE THE PROPERTY OWNER LOCATE ANY ON—SITE UTILITIES PRIOR CONTRACTOR WILL RE—INSTALL ANY EQUIPMENT/COMPONENT THAT IS Q
TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. NOT FOUND TO BE WATER TIGHT. TANKS SHALL BE INSTALLED AS o 3: 0
NEEDED TO RESIST BUOYANCY. 't z
ONSITE EQUIPMENT, INC. WILL PERFORM MAINTENANCE IN ACCORDANCE w 0 00 WITH THE EQUIPMENT MANUFACTURES RECOMMENDATIONS OUTLINED IN THE NO VEHICLES SHALL BE OPERATED IMMEDIATELY ADJACENT TO THE z >- w z N z
OPERATION AND MAINTENANCE MANUAL (CLARUS DOCUMENT FM2391 , JULY SYSTEM OR OVER THE SYSTEM BEFORE, DURING, AND AFTER w Lv [-- > Y
2007). SYSTEM INSTALLATION AND MAINTENANCE ACTIVITIES SHALL BE CONSTRUCTION. BSF AREA SHALL BE FLAGGED PRIOR TO v CD z yf m
COMPLETED BY PERSONNEL TRAINED TO PERFORM STATED ACTIVITIES BY CONSTRUCTION TO PREVENT ENCROACHMENT DURING INSTALLATION w o o >_ U
THE EQUIPMENT MANUFACTURE OR MANUFACTURES REPRESENTATIVE. ACTIVITIES. o w v D
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ALL SYSTEM COMPONENTS SHALL BE INSTALLED, OPERATED, AND SPECIFIED EQUIPMENT AND MATERIALS MAY BE REPLACED WITH Y m z
MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES ENGINEER—APPROVED EQUIVALENT EQUIPMENT OR MATERIALS. - m w Lv U)
RECOMMENDATIONS, DESIGN DRAWINGS, AND ALL STATE AND LOCAL PROPOSALS FOR PRODUCTS SEEKING APPROVED—EQUAL STATUS SHALL M Lim z 0 z
REGULATIONS. BE SUBMITTED TO THE ENGINEER FOR REVIEW. o - z v p of O
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THESE PLANS HAVE BEEN PREPARED FOR THE USE BY THE CURRENT >_ Li
PROPERTY OWNER. UNAUTHORIZED ALTERATION OR ADDITION OF THESE � o Y Q
PLANS IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW m Q
ARTICLE 145, SECTION 7209. z LLJ ofo J W
OF NcW z z w z
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FILE NUMBER
EEM 2O 9 059
DATE
12-09-2019
FIGURE NO.
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