HomeMy WebLinkAbout1000-26.-1-17.1 Notes (V DRAINAGE CALCULATIONS:
iv `� ON-SITE •
'AA wing and equipment are to be be provided and instated byte Electrical contractor(EC)in accordance accordance with -� THE PROPOSED DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2'
the National Electric Code(NEC)and Local Electrical Codes. RAINFALL STORAGE TO BE PROVIDED IN FRENCH DRAINS PROVIDING 3.5 CFI LF OF
STORAGE. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF z
'The EC WIN file all necessary faros and pay all fees for the electrical work shown on these drawings.The 1.0. s
contractor WIN arrange for all nspeldions and secure a Fire Underwriters certificate which is to be turned over to
c�
the owner at the completionof the wok Zoning Board of Appeals DRAINAGE AREA 'A' 3
STORAGE REQUIRED:
•All foundation penetrations for entry of directly buried feeders are to be equipped with galvanized steel sleeves. ROOF AREA: 898 SF X 1.00 X 2712=149.7 CF
RMC is to be used at all aOrer tormdatian and Door penetrations.
PROJECT
•Furnish and install new service e(luipment and dreuit breakers as shown in these drawings. AN panels and Wjj,1'OW STREET CF/3.5 CFILF=428 LINEAR FEET REQUIRED LOCATION
breakers are to be labeled. The d!ctric panels are to be installed and grounded in accordance with the NEC and
Local Electric Codes. USE STORAGE
22 LF.EACH=44 LF.>42.8 LF. .pl�v Ow
'Al switch and outlet boxes,junction boxes,and puff boxes installed on the exterior are to be galvanized steel PIPE TIE WITH 30 lb TENSILE STRENGTH DRAINAGE AREA'B' g(-
and rated for exterior use. WEATHER-RESISTANT POLYPROPYLENE CESSPOM
STORAGE REQUIRED ORIENT HARBOR
AT EACH CHAMBER CONNECTION 1 i ROOF ARFA 1,114 SF X 1.00 X 2'/12=185.7 CF
'Al exterior outlets are to be housed in weather proof enclosures `-'
ESTABLISH VEGETATIVE COVER
185.7 CF/3.5 CF/LF=53.1 LINEAR FEET REQUIRED
NATIVE BACI(FIU. 3 MIN. 1:3 SLOPE MAX TO
_ LOCATION MAP
MEET EX.GRADE OR SINGLE FAMILY RESIDENCE c�sPoo� STORAGE PROVIDED,
EX RETAINING WALL CONNECTED TO PRIVATE WELL i `1 1--600'
ELEC IL ` � � � � � � ` ` ` USE 3 ROWS 18 LF.EACH=54 LF.>53.1 LF.
PANEL _ �- �- - - /�/i '°`
_ GENERAL NOTES
/// - •- -:::.'- - -- -- - .:::'_ �/� TOPSOIL
*THE INFILTRATOR QUICK4 PLUS STANDARD LOW SINGLE FAMILY RESIDENCE
//� ............... .._..:. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS
- _/ PROFILE CHAMBER SYSTEM SHALL BE PLACED IN CONNECTED TO PRIVATE WELL
- ACCEPTABLE LEACHING SOILS WITH CLEAN SAND AND AND SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY
EXTERIOR RATED JUNCTION(BOX % / :-:: -• • � DEPARTMENT OF HEALTH SERVICES AS REQUIRED.
OX:: 20 AMP BREAKER ---: •- - GRAVEL('SP'OR BETTER)WffH A 1-5 MPI
BELOW GARDE IN A SPRINKBIER �// -': - _---•:: /�3.�T PERCOLATION RATE. M THE EVENT POOR LEACHING
.------ \\ %/\ MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE
>d PROPOSED 2ND FLOOR EXPANSION 24N X 27.r �� 2 TOPOGRAPHIC SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED 11/152022.
/ l� i � �/ � i / c'-� Pft SF OF EX.2ND F1.R TO BE INCREASED N VERTICAL DATUM`IA.V.D.1988.
CONTINUED TO SUITABLE MATERIAL AND BACKFILLED
��/ i, SINGLE FAMILY RESIDENCE s HEIGHT BY 3`±T0 INCREASE CEILING HEIGHT12 AWG OF WIRE IN3/4-PVC / AS DETAILED. CONNECTED TO PRIVATE WELL `- a- FROM 6'TO 9% 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR
SCH 80 CONDUIT _34• PRESSURE LATERAL, lfcas'r .° TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE
SIZE PER DESIGN DRAINAGE AREA'A' /f tv Mlrt ^ ,- -• ,{6 INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED
*NATIVE ACCORDINGLY IN THE FIELD.
2 ROWS 22 LF.FRENCH DRAIN :�= �' fi�� a NOTES.LEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
'NATIVE SOIL AND/OR SPECIFIED FILL'SP'OR Y 5 � °.
BETTER SOIL WITH 1-5 MPI PERCOLATION RATE A�e 4. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES
PLC CONTROL PANEL 6. f EXISTING ELEVATIONS ARE SHOWNHUS: VERTICAL IS TO 8E MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR
W/HP80 COMPRESSOR AIR PUMP 4 ,.�� � � a F.FL - FIRST FLOOR
INFILTRATOR QUICK4 PLUS STANDARD LOW PROPOSED 9.1'X 15Ar TERRACE OVER ;- ; •, a . a�TO REMAIN G F- - F-� VERTICAL LINES E �Rt, REs.
EXISTING ONE STORY ROOF z% � � 5
TB - TOP OF BULKHEAD
ELECTRIC RISER DIAGRAM ` 02 "� - ` -- ` - BBw - TBOOTTOM OFLBULKH� 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS
NOT TO SCALE PROFILE CHAMBER CROSS SECTION ',N 6 �. 4$?° 4 �q �} �Z�, ��
o o s ...a._-:.�:;:.-::=-_ o OW - BOTTOM OF WALL
APPROX.7.T X 6'PORTION OF L7C.DWELLING � n 4 4 ��$ --. BEFORE COMMENCING WORK.
NOT TO SCALE ? o� 4
TO BE REMOVED AND REPLACED XTE 46 SF �_ o --.-----.-,-:-.--.-= Z TEST HOLE DATA 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF M ACCORDANCE WITH
COVERED PORCH EXTENSION ` s _-- - __ ,. SINGLE FAMILY RESIDENCE
e ---= - - x'9 - -e•. PROPOSED HYDRO-ACTION
CONNECTED TO PRIVATE WELL f�HOLE DUG BY wrcoonLu_n cosc�acE ON OCToe�r 14, 2022) TOWN,COUNTY.STATE AND FEDERAL LAWS,CODES AND ORDINANCES CONTRACTOR
APPROX 137C 6'PORTION OF EX 'y �` a� __ 4ELEV 0' SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS
sr "� .o \ AN-MOC VA OWTS
1ST FLR.TO BE REMOVED ` ,���o �4 `�� •° - a: W" �p & � 0L SHALL NOT BE BURIED ON-SITE
S_\ so�pK_ $� N��2 \ - R°�«_ PROPOSED HYDRO ACTION 2• 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR
FORCE MAIN CALCULATIONS: PROJECT LIMITING FENCE f �� r A$ � _ g+ `, PUMP STATION __ t ELT ML TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO
3.2' (EL 2.0 HI(�iESr EXP. GYN t1)
PIPE MATERIAL HOPE FRICTION LOSS C:150 rs'3 \ ` ° `' :$ �' "'^ ° ° ' s' -3.6' WITHSTAND AASHTO H 20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS.
o ( ) LIMIT OF DISTURBANCE �s s a 4 _ -�
PIPE LENGTH: 80 LF.INCL BENDS(WORST CASE TO WASTE PIPE OUTLET) ` ,j :� �- ea - �Z w - q t `r I WATER M BROWN SILT ML
LOSS PER 100'@ 1 114`. 15.3 1/4'HDPE FORCE MAIN ' u� �i 7, 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH
EXISTING CESSPOOLS TO BE PUMPED DRY C u OO S CONCRETE
ELEVATION CHANGE: 6.3 AND ABANDONED N ACCORDANCE WITH THE '-�. ` �. PROPOSED VALVE BOX _\
'� � � \'' � , WATER IN BROWN COARSE SAND SW
TOTAL PIPE LOSS: 15.3 X 80 LF11 W=12.7+6.3=18.6 SCDHS STANDARDS s "° ' I i 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS
REMOTE PLC CONTROL PANEL "\ f• m f '" •.° I\_ `-'
36'X 36'X 6'P.C.SLAB W/HP80 COMPRESSOR AREA OF PIPE: 1 114-X(ir 14)=1.22 IN' DRAINAGE AREA'B' \ P` T 'S o - 73'
GPM 27 GPM 18.5 HEAD LOSS(SEE CHART BELOW) 3 ROWS 18 LF.FRENCH DRAIN 'a �� 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS
WITH 6X6 W7.4XW7.4 WWM � �\ ° �,
NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,
c VELOCITY: V=0.4085 X FLOW/AREA OF PIPE t2 FT.PER SEC.MINIMUM)LPROPOSED HYDRO-ACTION CONTROL \ _ _ DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION
e ALL ELECTRIC TO BE PLACED PANEL AND AIR PUMP ON A 3r X 36'X 6' '+\ '�A +v�0 a PROPOSED 13 LF.INFILTRATOR WATER AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW
M SCH.80 PVC CONDUIT V=0.4085 X 27 GPM/122 IW=9.0 F USEC>2 FTISEC. Pr_SLAB WITH 6X6 rut 4xrrt,4 wvuM S e• TECHNOLOGIES QUICK4 PLUS STANDARD YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'.
CONTROL PANEL&AIR PUMP ELEVATION USE A 1114•HDPE FORCE MAIN \ 4 LOW PROFILE CHAMBER LEACHING
\ \ % •. SYSTEM (TYP.OF 4) 11. ALL BACKnU_SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM
DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR
o PROPOSED VENT TO BE TERMINATID " ' s�\ g TEST.
THROUGH ROOF WITH A CARBON FILTER \ ,
20 GPM ,\ .� � s\
� '� 12 TOTAL LOT AREA AREA=12,925 S.F.
-,n HP ELECTRIC LINE TO BE \ CLEAN OUT WITH A PLASTIC VALVE BOX
PLACED N CONDUIT \ INSTALLED FLUSH WITH GRADE(M.)
��
I/A UNIT BUOYANCY CALCULATIONS: U.0 3� HP \ =�'p�2gZo x� �'. \\ °•. a - T PROP.DISTAL HEAD HT.(TYP.) NAVY STREET
a MEET EXISTING GRADE \ `
HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 a aoo era HP AT 1:3 SLOPE MAX t
1- 1/2 HP O
PROVI�ROOT PROTECTION
BOTTOM OFUA UNIT EILEV. =-3.3 � ,W �
WITHIN 1('OF THE TREE
TOTAL BUOYANT FORCE:
49.15 SF X(20+3.3))X 62.4 PCF=-16,255#X 1.5=24,382# 0 3 6 9 12 15 18 21 24 27 30 EX.TREE TO REMAIN1�` °
GALLONS PER MINUTE 4 5
RESIST FORCE(WEIGHT OF I/A UNIT)=16,350# HP Voltage Pump Model � M° K E �E 'E 1 ° SINGLE FAMILY RESIDENCE
1/2 115 HE20-51 ,00++ W 62.04 a CONNECTED TOPRNAiEWEL.L
ADDITIONAL BALLAST(REQUIRED. rr�n/l
1/2 230 HE20-52 S 82 5
s
3/4 230 HE20-72 8 �Ncgnt 3.
24,382#-16,350#=8,032# 1 230 HE20-102 "" Xr1-" s-s'v''P"
11/2 230 HE20-152 -
8,032#/150 PCF=53.5 CF b'
PROVIDE 54 CF OF COINCRETE BALLAST.
PUMP STATION BUOYANCY CALCULATIONS- SINGLE FAMILY RESIDENCE
CONNECTED TO PRIVATE WELL
HIGHEST EXPECTED GROUNDWATER ELEV. =20 PSD LEACHING SYSTEM DESIGN CALCULATIONS:
BOTTOM OF I/A UNIT EIILEV. =-2-0 SITE PLAN
-4BEDROOMS
TOTAL BUOYANT FORCE:
-1-5 MIN.PER NCH PERCOLATION RATE SCALE 1-=30'
6.94 SF X(2.0{-20))X 62.4 PCF=-1,7329 X 1.5=2,59$9
USE 3.0 GPDISF LEACHING RATE FOR SHALLOW PRESSURE DRAM FIELD CATEGORY 1 PER TABLE 13. `1
RESIST FORCE BALLAST REQUIRED: a
2,598# 1150 PCF=17.2;CF 4 BEDROOMS X 110 GPDIBEDROOM=440 GPD
PROVIDE 18 CF OF BALLAST. 440 GPD►3.0 GPDIsa FT=1as.7 SF ;
INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD LOW PROFILE CHAMBER LEACHING SYSTEM:
(34'TRENCH WIDTH)
FINAL MAP
146.7SF/2.83 WIDTH=5I.SLF.USE 43 ROWS 13 L.F.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM=52 LF.>51.8 L.F. j{IN G STR.E$T REVIEWED BY ZBA
DECISI(JN# `7 R
AN .DATED
USE 2 ROW 13 LF.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM=26 LF.=25.9 LF. � � a-
50%EXPANSION NOT SHOWN. --
N.Y.S.D.E.C. ADJACENT AREA COVERAGE
2'VENTADJACENT AREA (12,925 sq. ft.) HEALTH DEPARTMENT APPROVAL STAMP
1114.0 PVC PERF.PIPE WI 1/8-HOLES @ 18'O.C.PERF.HOLES SHALL BE DESCRIPTION AREA % LOT COVERAGE BUDrN LAND LOT AREA LANDWARD OF C.E.H.A. BOUNDARY 9,816 s ft.
THE VENT BE TERMINATED T(Yj'N DEFINED LOT COVERAGE
THROUGH THE ROOF. ALONG PIPE INVERT.PROVIDE GEOGUARD ORIFICE SHIELDS @ 18'O.C. ( ) q-
VALVE BOX ORIFICES TO BE N THE 12 OrCLOCK POSITION WITH EVERY 5TH ORIFICE DESCRIPTION AREA % LOT COVERAGE
12'MIN. HOUSE 1,642 sq. ft. 12.7%
INSTALLED N 6 O'CLOCK POSITION
6'MIN. WATERTIGHT PLASTIC FRAME A COVER VALVE(TYP•) TO PSD MATERIAL OF THE SAME PERMEABILITY AS THE UNDERLYING FRONT PORCH 128 sq. ft. 1.0% HUSE 1,642 sq. ft. 16.7%
CARBON FILTER W/APPROVED LOCKING DEVICE TO TO PSD ORIGINAL SOIL SHALL BE USED AS USEABLE FILL REAR PORCH 178 sq. ft. 1.4% N)OD DECK AT N.W.
DEVICE WATERTIGHT PLASTIC FRAME&COVER W/APPROVED WEIGH 60 LBS.MIN.OR SECONDARY
LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR SAFETY LIDS/DEVICES TO BE PROVIDED TO PSD 13 LF.INFILTRATOR QUICK4 PLUS STANDARD LOW WOOD DECKS 67 sq. ft. 0.5%
SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED PLASTIC VALVE BOX INSTALLED CELLAR ENTRANCE 31 sq. ft. 0.2% q• ft. 1.8%HUSE CORNER 30 sq. ft. 0.3%
TO PSD PROFILE CHAMBER LEACHING SYSTEM FAR PORCH 178 s 1/1824 SCDHS COMMENTS
CLEANOUT 2'VENT TO VA UNIT FLUSH WITH ADS FONT PORCH 128 sq. ft. 1.3% REVISIONS
FF_EL 828 VALVE BOX EL G
52 MIN, 3 MIN.
1:3 SLOPE MAX TO CONC. APRON do SLAB 70 sq. ft. 0.5%
4.7 EL 5.5 5.5 G EL 5.2 EL 6.5 MAX MEET EX GRADE 9ED 127 sq. ff. 1.3%
ADJUST VALVE TO PROVIDE 5 - z x EX GRADE OUTSIDE SHOWER 20 sq. ft. 0.2% OTSIDE SHOWER 20 sq. ft. 0.2%
INV.EL 285 HL MAX.AT DISTAL END INV EL 3.0 EL 4.7 a
INV EL 5A INV.EL 2.8 BALL VALVE (S DISTAL HEAD HEIGHT) v o SHED 127 sq. ft. 1.0%
TTAL EXISTING 2,125 sq. ft. 21.6%
INV.EL 3_3 EL 4.0 TOTAL EXISTING 2,263 sq. ft. 17.5%
EL2.7 8- INSTALL LONG PO HOUSE TO BE REMOVED -54 sq. ft.
NV.EL 29 4'SANITARY WASTE PIPE INVEL 26 11/4-PVC SCH.40 ENDCAP .
4'SANITARI'WASTE PIPE INV.EL 4.3 SWEEP FITTING O HOUSE TO BE REMOVED -54 sq- ft.
PITCH 114INC•I PER FOOT PITCH 1/8INCH PER FOOT SANITARY'FORCE MAIN 7(7 MIN.) Z UNDERLYING ORIGINAL SOIL TO BE P/ POP. PORCH EXTENSION 46 sq. ft.
SLOPE FORCE MAIN TOWARDS r
EXCAVATED TO ACCEPTABLE 'SP-OR-SLM PROP. PORCH EXTENSION 46 sq. ft. i
1 S(10 MIN.) '''':. '? S�• TREATMENT TANK EL 20 HIGHEST EXPECTED GROUNDWATER ELEV. SOIL WITH A 1-5 MPI PERCOLATION RATE TEAL PROPOSED 2,117 sq. ft. 21.6%
___ _ - �- - ------ 8L MINI---------- -- - - --- -------------------------- TOTAL PROPOSED 2,255 sq. ft. 17.4%
POPosED HYDRO aCTION PROVIDE 54 CF of CONC. PRovIDE 18 CF of coNc. S.C.T.M.•DIST. 1000 SE'C.26 BLK.1 LOT 17.1
AN-500C VA OWTS BALLAST FOR BUOYANCY BALLAST FOR BUOYANCY POLYLOK 3017-MH6 20'
HYDRO ACTION 141 GALLON PUMP TANK WITH SET DISCHARGE PUMP FLOATS TO IT PEA GAVEL BASE ROUND SEPTIC VALVE BOX PROPOSED SHALLOW PRESSURIZED DRAINFIELD
A,RHPHYDRDMATIC HE20-51 EFFLUENT PROVIDE 32 GALJDOSE MAX TO PSD APPR
OVED EQUAL Condon Engineering, P.C. MCNAI RY RESIDENCE
PUMP OR APPROVED EQUAL NOTE: Scale:AS SHOWN
SANITARY SEPTIC SYSTEM PROFILE PSD AND TREATMENT UNIT TO BE COVERED
HYDRO-ACTION AN-500C DETAIL BY A MAINTENANCE AGREEMENT. Plans are prepared by Condon Engineering,P.C. N is a vWafim of the New York State Education 2440 VILLAGE LANE
NOT TO SCALE
(SEE ADDITIONAL DETAILS ON SHEET 2) Law,Article 145,Section 7209,for arty person unless acting tinder the direction of a licensed 1755 Sigsbee Road OF
C
Professional Engineer,Architect or land Surveyor,to alter any item in any way.If an item bearing Drawn by.JJC
the seal of an Engineer,Architect,or Ladd Surveyor is aOerM,the afterirg Engineer,Architect,or Mattituck, New York 11952 ORIENT, NY
Land Surveyor shall aft to the item hiSAff seal and the notation Altered by tolowed by his1her (631)298-1986 (631)298-2651 fax
SANITARY SEPTIC SYSTEM PROFILE signature and the date of such alerations,and a specific description of the alteration. Date:10/302023 www SANITARY PLAN
.condonengineering.com
M N .
PRINT/PART NO. PART DESCRIPTION REV DATE t�FUNT/PART NO. PART DESCRIPTION �y DATE ,� PUMP COMPRESSER POWER CIRCUIT 120105
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HA- BASIN,RIBBED 141 GALLON PUMP TANK UNASSEMBLED 000 5/26/2020 AM0030 BASIN RIB 24 X 72 11005 7/19/2019 •24 0514 047 om ° e<K� �� euc M1 e� PAGE
0241 1 L1 —O r. �r SPRAY 1
• .1T ,.rr PUMP PUMP RATINGS:
• t N N MOTOR UM HP T 11S-
• •24�
•s7
(6)INSERTS ON A CB2 M2 CSR 6 LOOPS 'I G 15.0 F.L.A.
0- B"` �" a- RECIRC UMP RATINGS:
AKP60190 027 3/4 in 026 3/16 in B.C. w+r .Hr PUMP 3/4HP 0 115V
13 °
24" LID 1 N MOTOR 15.0 F.LA_
022 3/4 in >
• 000
000 . . s ' •241 '� CB3 M3 #I G
B1C B`x eLf MIXER UMP RATINGS:
• U PUMP 3/4HP 0 115V
• wn N MOTOR 15.0 F.L.A.
--i
_ _ \ ow
� CB4 11 G
N •f° myC1 P. RATINGS:
COMP
d AKP10546 t i C 12 .,r N MOTOR 1/4HP 0 115V
5.4 F.L.A.
GASKET PACK 1>
1 (INCL with LID)w LID) MAR 0 8 20Z4 �n NOTE: ALL MOTORS
-. Z E w C CONTROL � MUST HAVE INTERNAL
z 5 / W80 COMPRESSOR
5 Appeals OVERLOAD PROTECTION.
N 15 14 15 Zoning Board of App LR1—Q1
3UZI N �n M1 .rr
—I ® ® ® C 40 ew LR1—Q2 PW M2 .R
_ ® 11 r=rl - PM
A ECIRC RUNNING
2 O® r ® ® �„ LR1—Q3 M3 owr- g
G IXER RUNNING
t'`I
M
3 ® ;U ew LR1
p 8 7 13 ® ow LRl—04 �n
® ® B 16 PLC INPUT
� 4 12 6 ew AS-1 Pat
® ® ® Ow 5 6 RW RUIN AUD.
0 7 10 0 ALARM
®
HWA® 12 MUTE ORG eRr
14 D 72 1/8 in
I ® ® 64 63 4 0 BW TEST
1> ® ® OO D O p ALARM
11 0 ® 3 LIGHT
D ® Z ® ® A euc Rm wrr
Z
C 9 C s
D
2 D ENABLE
c� 4 66 40 ew 1 2 I1 PLC INPUT
C 47
C
� 6 z ew OVERRIDE 12 PLC INPUT �
z 3 4 aw CSR
r � � TIME DOSE wTµ 14 PLC INPUT
r
BILL OF MATERIALS �-" DEMAND 17 PLC INPUT
9 10 91/2 in
BILL OF MATERIALS BILL OF MATERIALS ITEM P/N DESCRIPTION QTY. SPRAY T"" 1 PLC INPUT
ITEM QTY PART NUMBER DESCIUMON ITEM qTy PART NUMBER DESCRIMON 29 3/4 in HA-180056—R TANK, AN500 245 NITROGEN REDUCTION REMOTE 1
I I AKP20030 BASIN RIB 24x72 9 1 100151 PUMP EFFLUENTMIIY 1 StICIRHPSTD A 180055 TANK, AN500 245 PRETREATMENT NOTES: FLOAT SWITCH BE RATED 2 AMP AT 120V MINIMUM.
W1 B1 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER.
z 3 AKR240056 GROMMET,1.25 ADAPT a UD( 10 z 12OD44 sw[TCH.FLOATMM 2sMlazaMASTER B 130002 KIT, SNG 2 TANK CONNECTING STANDARD 1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL W1
3 1 100025 PIPE,4-Sth40PW 11 1 702012 ADAPM MALE 1-114- BOM C 100111 ASSEMBLY, RE—CIRCULATION 245 COMPLETE AN500/AN600 1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in—lbs.
FIELD WIRING MUST BE A MINIMUM OF 60-C COPPER WIRE
4 1 aratz400s9 GROPIrtEr,4.00 ADAPT-A-Ft.Fx sa-wo 12 z 240042 aArPs No.z41-u16-z wmi aaMP D AN500—P AN500 W PLATFORM COMPLETE 1
ITEM PART NUMBER DESCRIPTION CHANGES TOLERANCES DRAWN BY DATE
s 1 700034 PiPE,1u4-SCH S000NDUrr30- 13 i A1�G0190 RotanoldC•ova245aGd � E EC50-30—L100—PLC EC50-30—L-100—PLC 1
6 1 100028 CAP,HUB 6-PVC SDR 14 1 702014 PM 1 IM SCH 40 PVC PREMIRE Yr 1 6 AKRIO130 1/4-20 Aluminum Insert/Open Ends F DECIMALS C. BARRICK n/a/ts SCHEMATIC, ELECTRICAL
E .root-*.aos
D .roc-*-010 MATERIAL SPECIFICATION:
7 1 7020054 ELL,901 1/4-SCH 40 PVC 5X5 15 1 702014 PIPE,1 1/4-SCH 40 PVC PRESSURE 24'
8 1 702001 UMON,1 1/4-SCH 40 PVC 5>6
U C FRACTIONAL SCALE PART NO.
SEMC PR®CIU! IRC /"--1�4 AS NOTED FULL
DRAWN BY MA SIGNATURE
DRAWN BY MATERIAL SIGNATURE B X ANGLES 120105
TCf polyethylene + -0.125 UNLESS SPECIFIED OTHERWISE TLT Polyethylene 11+/-0.125 UNLESS SPECIFIED OTHERWISE
A r *1/r
• AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAWN BY-A.)A%ns
J' APPROVED BY: SIGNATUREDAZE: REV- PART#
h I ft-vt;Or1 1o/3s/37 00o HA-180056-1
INFILTRATOR WATER TECHNOLOGIES
INFILTRATOR WATER TECHNOLOGIES FLUSHING MECHANISM AND
QUICK4 PLUS STANDARD LOW PROFILE CHAMBER INSPECTION PORT WTH VALVE BOX
PRODUCT SPECIFICATIONS TYPICAL DETAIL
(NOT TO SCALE)
(NOT TO SCALE)
TOP VIEW
QUICK4 PLUS ALL-IN-ONE END CAP PLASTIC VALVE BOX INSTALLED
* MONITORING PORT, 4" PVC FLUSH WITH GRADE
53" � �-10.4" EFFECTIVE LENGTH
0
8»
• II�I�1�1�1'— INSULATE BOX
3.3" INVERT
18 AS NECESSARY
_ — — — �)
.4 NMI
13.3"
_ 0 01 0 0 - 0 0 - 0 0 - QUICK4 PLUS END CAP PVC FEMALE ADAPTOR WITH A
f--�4.5" EFFECTIVE LENGTH* p MALE THREADED CAP
I
8» 0
�I 18„ � NOTE: INSTALL LONG
INSPECTION PIDRT 3.3�� INVERT lF 11 --� 6» SWEEP FITTING INFILTRATOR'
INFILTRATOR WATER TECHNOLOGIES
INFILTRATOR CHAMBER ENDCAP 4 Business Part Rd.Old Saybrook CT 06475
(ANY MODEL) f�'2214436
SIDE VIEW END VIEW FLUSHING MECHANISM AND
INSPECTION PORT WITH VALVE BOX
(EIFFECTIVE LENGTH) TYPICAL DETAIL
Derby crs I 7/08/201E REVISIONS
.-- •.• 8" INFILTRATOR SCde:noTTo 0vedredby DFH SV& 1 of 1
INFILTRATOR WATER TECHNOLOGIES
k Rd.Old Saybrook o6475 PROTECT FRENCH DRAIN WITH 6 0Z. HEALTH DEPARTMENT APPROVAL STAMP ."
4 Business Par `- •'
3 4 (800)221-4436 IN. NONWOVEN GEOTEXTILE TER 41r
QUICK4 PLUS STANDARD FABRIC)MIRAFI 140N OR AN APPROVED SEED OR SOD
LOW PROFILE CHAMBER EQUAL UNTIL LANDSCAPING AND GRASS !
PRODUCT SPECIFICATIONS IS ESTABLISHED. 12*0 PVC `< ;
`ALL VIEWS=INSTALLED LENGTHS Plans are prepared by Condongineering,P.C. It is a violation of the New York State Education
r— ;
D by E.AI v. Date: 02 08 201 4'MAX - =;SANDY TOROIL,=• PERFORATED PIPE
- - - - - Law,Article 145,Section 72W any person unless acting under the direction of a licensed
She NOT To Cheri ed by Sheet 1 of 1
Pmfessional Engineer,Architecr Land Surveyor,to after any item in any way.fl an item bearing
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the seal of an Engineer,Arc6itt,or Land Surveyor is altered,the anering Engineer,Architect,or
tO Land Surveyor shall affix to be em his/her seal and the notation'Altered by followed by his/her
r signature and the date of sto aerations,and a specific description of me alteration. S.C.T.M.:DIST.1000 SEC. 26 BLK-1 LOT 17.1
WRAP WITH 6 OZ.(MIN.)NONWOVEN
GEOTEXTILE(FILTER FABRIC)MIRAFl Adak
140N OR AN APPROVED EQUAL Xz Condon Engineering, P.C.
Scale:AS SHOWN MCNAIRY RESIDENCE
'(LASS I OR II MATERIAL PLACED 2440 VILLAGE LANE
COMPACTED IN ACCORDANCE 1755 Sigsbee Road
WfiHASTMD2321IN PIPE ZONF- F
Drawn by.JJC
EXCAVATE THROUGH BOG AND CLAY INTO A VIRGIN MaMuck, New York 11952 ORIENT, NY
STRATA OF SAND AND GRAVEL BACIQItl WITH FRENCH DRAIN DETAIL (631)298-1986(631)298-2651 fax
SUITABLEDate: 10/30/2023 POROUS SAND AND GRAVEL MATERIAL SANITARY PLAN www.condonengineering.com
Received
MAR 0 8 2024
SURVEY OF PROPERTY
Zonirxl Beard of ,gpper�., SITUATE
ORIENT
TOWN OF SOUTHOLD
- - CESSPOOL SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-26-01 - 17. 1
/ SCALE 1 "=20'
MAY FEBRUARY 2DDED DOCK
OKI NOTE
/ MAY 17, 2012 ADDED CZM LINE
/ \ NOVEMBER 1, 2013 CORRECT SOUTH PROPERTY LINE LOCATION
/ \ FEBRUARY 4, 2014 ADD ADDITIONAL NOTES
/ \ NOVEMBER 15, 2022 UPDATE SURVEY
FEBRUARY 26, 2024 ADD FLOOD ZONE INFO
� WILLOW STREET
� AREA = 12,925 sq. ft.
\ C r'MARRK) 0.305 ac.
\ NOTES:
/ APPROXIMATE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
\EssPooL \ EXISTING ELEVATIONS ARE SHOWN THUS:
F.FL. - FIRST FLOOR
G-FRAGE FLOOR
TB - TOP OF BULKHEAD
BB - BOTTOM OF BULKHEAD
\ TW - TOP OF WALL
BW - BOTTOM OF WALL
/ \ 2. FLOOD ZONE INFORMATION TAKEN FROM:
/ \CESSPOOL FLOOD INSURANCE RATE MAP No. 36103CO068 H
1 \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
1\ /
WELL
/ Q� \\
\ TEST HOLE DATA
\ (TEST HOLE DUG BY McDONALDG 0 / N•F ON OCTOBER 14, 2022)
ro
y� \ ELEV. 5.2' D.
F
WELL 9� � \ BROWN SILT ML MIXED SAND do LOAM
��� r ✓� \ B
• y\ ELEV. 1.6' 3.6'
d \ • \ WATER IN BROWN SILT ML
d
•
1 J00 R � robd �; \ WATER IN BROWN COARSE SANG sw
\ d . :�\. \
♦ ` d
Cr �� ,\ \ t4` ��fit^`' $� y��LL� '• •.X.
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\�A� 9�9 46 ,,.,� .• � `\ � \ i (CESSPOOLS
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`\HEDGE ROW 4.4�C N V •d• • 1509
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1.9 W ON CE
a CE WELL S •:
FE1dCE ICKET FEN p 4'f o, .•
♦ \o.L o ,� W 62.0 4 0
K �S $2 52 00 �y
C, BE EMEYER JR. I
0 10fiN jr. BREDE11fEYER
JEANNE R. I
T-
u WELL- I
oy
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Gy
/
/
/
N.Y.S.D.E.C. ADJACENT AREA COVERAGE 1\ /
ADJACENT AREA = (12,925 sq. ft.)
1 /
DESCRIPTION AREA % LOT COVERAGE
HOUSE 1,642 sq. ft. 12.7%
FRONT PORCH 128 sq. ft. 1.0%
REAR PORCH 178 sq. ft. 1.4% /
WOOD DECKS 67 sq. ft. 0.5% \ N
CELLAR ENTRANCE 31 sq. ft. 0.2%
CONC. APRON & SLAB 70 sq. ft. 0.5% /
OUTSIDE SHOWER 20 sq. ft. 0.2% i
SHED 127 sq. ft. 1.0% �• �
i
TOTAL 2,263 sq. ft.
,.IN G STREET
TOWN DEFINED LOT COVERAGE
BUILDABLE LAND (LOT AREA LANDWARD OF C.E.H.A. BOUNDARY) 9,816 sq. ft.
DESCRIPTION AREA % LOT COVERAGE
HOUSE 1,642 sq. ft. 16.7%
WOOD DECK AT N.W.
HOUSE CORNER 30 sq. ft. 0.3%
REAR PORCH 178 sq. ft. 1.8%
FRONT PORCH 128 sq. ft. 1.3%
SHED 127 sq. ff. 1.3%
OUTSIDE SHOWER 20 sq. ft. 0.2%
TOTAL 2,125 sq. ft. 21.6%
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE L.IAL.S. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION.
`•' Gj�..•PN TA T�+0. Or�ii
n
A -
��i �` ••• 467 ..•• A -Z,
rj •vQa t��''"� N.Y.S. Lim. No. 50467
UNAUTHORIZED ALTERATION ADDITION Taft Corwin III
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW. Land Surveyor
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727
TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE.
OFFICES LOCATED AT MAILING ADDRESS
THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16
AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947
ANY, NOT SHOWN ARE NOT GUARANTEED.