proposed Lo E
— ST PITS (/(
enn SA� I$ TE vs :Q
x 3•.' �� _ � s 4' - } Cleve. ANYS
j . ED BY THE ENVIRONMENTAL DESIGN = _ -
:. ..':. OIL TEST PITS WERE WITNESS PROJECT Wti�d,
PARTNERSHIP, LLP ON NOVEMBER 17, 2017 AND THE RESULTS r—} SITE
WERE THE FOLLOWING: Y
t Oil
Z
- 6„ NEW SANDY TOPSOIL _ _
rih j Fr �jr -stand `E` ti,f tr 6„ _ 12" BROWN MEDIUM SAND, FILL MATERIAL 3 CROSSOVER LN r t t -Z.
ORIGINAL GRADE, ROOTS, ORGANICS !
12" - 36" I- —� I fr t i' W �` :�-
{ Xc4?7ti$ SANDY LOAM I _
36" - 64" LOAMY, SOME CLAY, FIRM _ _ j �� Z, U -
WATER SEEPING, PONDING - j
GRAPan
HIC SCALE f J ® ~,j to
k^hA�{ ' 1 S �' r_s Tp 2 I 1 M T 5y O
0 - 8" NEW SANDY TOPSOIL I ' Mir +'mss _gyp
�tIJ � 1\ r ^s 8" - 36" BROWN MEDIUM SAND, FILL MATERIAL _ _ -
I (\' -�4 , SOME NATIVE SANDY LOAM \ J o
ORGANICS, NATIVE SANDY LOAM _ rrM_ __M~VO�� ' o }
I 36" 40" LOAMY, SOME CLAY AND FINES 20 15 io 5 0 20 40
t a�oEeoa 40" - 72" I I I a r o
I, = MOTTLED AT 40" I o icu
(IN FEET)
�tstactd �,t a t : SEEPING AT 48" - = I I I I I I I Y
1s� , anuXFa= 1 INCH 20 FT. } ��- o
�-,� stat- r�/��1 TI/� -U
bl c3 ,�2 3 t{r c3 a� \`� = EERI..OLAIION TF_STS s, -
yy k ++ TeX PARCEL W� �/ Z Q CV _a
, 1 = 500 = .
SCALE: ,• o
,nr�mTON �Ap PERC. TESTS WERE PERFORMED BY THE ENVIRONMENTAL DESIGN FILE ;§ O
SCALE: 1" = 2000' PARNTESHIP, LLP ON NOV. 17, 2017. THE TEST HOLES CONSISTED LL
OF 12" DEPTH AND 12" DIA. AND WERE PRESOAKED 2X. THE RESULTS
WERE THE FOLLOWING SEPTIC PLOT PLAN WLIJ :z
°¢
E P I HAVE SEEN OR OBSERVED ALL OBJECTS W W z
l� TRIAL 1 7 MIN. 45 SEC. SUCH AS HOUSES, WELLS, TREES, FENCES, ETC All [Y _¢
TRIAL 2 - 8 MIN. 5 SEC. v
DEC ��1� La
SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY �
DESIGN RATE = 16-20 MPI MEASURE THE DISTANCE SET FORTH ON THIS DIAGRAM. Q 3�
LANDS N;/Fd'� *- ��` ` =i
TOWN 01:QUEENSBURY OTYOKWA INC. sI)(-4ATUF2E DATE � �
BUILDING&CODES
(NO WELL)
6
n.
EXISTING HOLDING TANKS. CONTRACTORCj
Q
d
TO CONFIRM CAPACITY AND CONDITION
OF TANKS AND REPORT FINDINGS TO CROSSOVER LANEW
P
ENGINEER. TANKS SHALL BE CONVERTED UJ
Q
_ _
30" FRAME AND COVER To BE REPLACEMERL-MKIEWAIER SMIM BASIS OF DESIGN
f BURY O Q
f ; 1 li LO .
HEAVY DUTY PLASTIC FRAME AND Z S _ U
COVER ASSEMBLY Y POLYLOK REGULATORY AUTHORITY: TOWN OF QUEENSBN
OR IF IN TRAFFIC AREA USE - -
CASTIRON FRAME AND COVER PRECAST P QVN DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (10NYCRR APPENDIX 75-A), WASTEWATER TREATMENT
RATED FOR H-20 LOADING RISER BY i>Q�'tIOK OR - _
SOWN MS QUEEN INDIVIDUAL HOUSEHOLD SYSTEM. `o %
EQUAL AS NE_OLSSARY STANDARDS IN
FIX FLOAT BRACKET
BURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE DISPOSAL - PART 1. UN-SITE SEWAGE DISPOSAL
TO 70P OF TANK OR
RISER SECTION. PROJECT DESCRIPTION:
THE EXISTING WASTEWATER SYSTEM SERVING THE CARDINALE RESIDENCE ON CROSSOVER LANE IN THE � •Q � ,Y
EXISTING PRECAST CONCRETE
TOWN OF QUEENSBURY CONSISTS OF TWO HOLDING TANKS AND IT iS THE APPLICANTS INTENT TO PROVIDE AN UPGRADED SYSTEM.
...- TANK TO BE CCNVERrED 10 _
- '- THIS PLAN PROPOSES A NEW DESIGN DESIGN FOR AN ELJEN GSF ABSORPTION TRENCHES SYSTEM, THE EXISTING HOLDING TANKS } ,
PUMP TANK. CONTRACTOR ToA _ WILL BE CONVERTED TO ONE SEPTIC TANK AND ONE PUMP TANK. THE PUMP TANK WILL CONSIST OF A DUPLEX PUMP ASSEMBLY •� ' �-
- -r OPTIONAL VERIFY CONDITION AND CAPACITY -
n T'MEI; GUIDE RAIL «: AND REPORT FINDINGS To ENGINEER AND PROVIDE DISPERSAL TO THE ABSORPTION TRENCHES. t �OVERRIDE: 5Y5TEM - - - - -`"'-dam, y .. `,-LU
BY CONEiit FLEXIHLE BOOT 1 L _
00 ALARM MnruFnc7uRlNc TYPE CONNECTOR (TYP) SQi-1,<S ANAL YSIS: SOIL INVESTIGATIONS IN THE AREA OF THE PROPOSED ABSORPTION FIELD FOUND A MEDIUM CLEAN SAND (FILL) ' Z ,U b
FLOAT noeE TO CONTROL PANEL _ WITH TRANSITION 4TO A FINE SANDY LOAM AND INCREASED LOAM WITH DEPTH, MOTTLING WAS NOTED AT A DEPTH OF 36" - 40 _,..=-•- 1", v,+ 'Z
AT{IDOSE-SEE NOTE ®"1 —to �_CU
+1`' AND GROUNDWATER WAS SEEPING AT 36" - 48". THE PERCOLATION RATE OF THE MEDIUM SAND (FILL) IS IN THE 16 - 20 __- _N
7O
SEPTIC
TANK MINUTE/INCH DESIGN RANGE. �`" Q
X -._ iy 4" PV9 A7 7% MIN.�i _ -
L D,scoNNECT ( 771}}},s._,- WATER SUPPLY: THE CURRENT WATER SUPPLY SERVING THIS LOT IS A PRIVATE WELL. >' "�- `=d
Yq TURN BA.t L VALVE DRAIN SACK µ � t �✓ ��f�'�'.,{'�r�r, ;-'- - _ �-4 ..."""' �N 00't =0
VALVE FOR COLD CLIMATES
F' PROJECTED FLOWRATE: THE EXISTING RESIDENCE HAS A TOTAL OF THREE STANDARD BEDROOMS. BASED ON A THEE (3) BEDROOM �'r Jy' -a-
15"±
w
AND SEASONAL APPLICATIONS -.. •, f ',"CI „r i TI—;I 1} dN
COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES @ 110 GALLONS PER DAY PER BEDROOM, THE 1`
Flow 15'f AVERAGE DAILY FLOW (ADF) IS 330 GALLONS. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE
SEF NOTE < , II(I I BALI.CHECK VANE RECOMMENDED) OR A HOT TUB SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE
���- .,
' TO DISTRIBUTION BOX t-1 a - /
'. h I
(-!I I COMPONENTS BE PART OF THE HOUSE DESIGN.__' ui
I --` 'CH-40 ,`_ .—... �J..._. i� rt-'`_a fir- III?-I -�/ _ Q 'QJ
#s"PJC FORCE MAN I J/" 1 SEPTIC TANK: THE REQUIRED CAPACITY FOR A THREE (3) BEDROOM FLOWRATE IS 1000 GALLONS, THE RECOMMENDED TANK FOR z
TIMER '� YiKC'( _ (! CRUSHED STONE BACKF;�L TO
ENAHLER '-2= "_ I' THIS SYSTEM IS TO CONVERT THE EXISTING 1500 GAL PRECAST CONCRETE HOLDING TANK TO A SEPTIC TANK, INCLUDING AN O �-
--I `=4.. FLOAT !�..(lr_Y'i�d —i I I- SPRINGLINI: OF PIPE (TVP.) {
EFFLUENT FILTER AT THE DISCHARGE OUTLET. THE FRAME AND COVER FOR THE TANK ACCESS OPENING SHALL BE AS EXISTS. Q 31:1=.:,'',.•..r •,:.,,.'....,., .e."..'.:'•.. .'.�.. ''�`...� -''':.i� y`F NOTE: - -
_y. t ',P ;t I I_I 16 -ALL PIPE CONNED TIONS ro USE EFFLUENT FILTER:"_.AN EFFLUENT FILTER, POLYLOK PL-122 ORE UAL SHALL
SUBMERSIBLE EFFLUENT PUMPS; E>' } a r - ;f r ' PRESSURE FITTINGS Q L BE INSTALLED ON THE DISCHARGE OUTLET OF THE C U til
_ - r s e 7g t, . {" C r I (_= SEPTIC TANK. G z )(] } J
MODEL 3880R APPROVED EQUAL ,_ Ifi;T'C . _++,Y p y i -.s,- ..•2 4,,.<�,„t' T'•;,aC - : _
"F t '{f'LS-r"'-r' 6 �. � f I i I I( -CONTROL PANEL TO HEA rIME
W Z H
'I(1 ( 1 -I!!-: bosE PANEL--sdE RPaMeus IFS EFFLUENT PUMP PIT AND PUMP ASSEMBLY: EFFLUENT FROM THE SEPTIC TANK SHALL FLOW TO THE HOLDING TANK CONVERTED W , (] Fl
I -- t i-j I�I ILM
-!i t�� �' 1-�� .-v1!{'-.III-. SERIES OR F4UAL = t-..
UNDISrURBED_SUBGRADE="'- I - - PRECAST CONCR TE PUMP PiT, HOUSING A DUPLEX PUMP ASSEMBLY AND CONTROLS FOR TiMED DOSING OF THE EFFLUENT. THE
�
-FLOAT SETTINGS TO HE DETERk,NED EFFLUENT PUMPS SHALL BE GOULD MODEL 3885 OR EQUAL, CAPABLE OF 15 GPM AT A TDH OF 15 FEET (MIN). THE CONTROL = v
BY THE ENGINEER DURING WASTEWATER PANEL WITH AUDIBLE ALARM AND REMOTE LIGHT SHALL BE LOCATED WITHIN MECHANICAL SPACE OF THE HOUSE. THE _PUMP 3
sysrEM STARTUP CONTROLS SHALL`INCLUDE A TIMED DOSE (2 HOURS PER CYCLE - MINIMUM) WHICH DELIVERS A _DOSING VOLUME OF =3
APPROXIMATELY 807 OF THE PIPING CAPACITY PER CYCLE. A QUARTER TURN VALVE SHALL BE INSTALLED ON THE DISCHARGE 'o
T PIPING WITHIN THE PUMP TANK TO ALLOW FOR PROPER DRAIN BACK OF THE FORCE MAIN VOLUME AFTER PUMP SHUTDOWN. .INE
CONVERTED
DU PUMP
ACCESS TO THE _PUMP PIT SHALL BE THE EXISTING FRAME AND COVER. THE PUMP PIT SHALL BE VENTED BACK TO THE HOUSE
� .- STACK. Lu
._c
FORCE MAIN: THE FORCE MAIN PIPING SHALL BE 1.5" HDPE PIPE INSTALLED TO THE DISTRIBUTION BOX AT THE FIELD AREA, THE <
FORCE MAIN SHALL BE INSTALLED AT A POSITIVE GRADE TO ALLOW IT TO SELF-DRAIN BACK TO THE PUMP PIT. THE FORCE MAIN tv
30" FRAME AND COV_!e TO BE SHALL ENLARGE TO A 4" PVC PIPE AT LEAST 4' OUTSIDE THE D-BOX.
PUMP AND SEPTIC TANK NOTES_ �
HEAVY DUTY PLASTIC FRAME AND _ - T,.. _d
COVER ASSEMBLY BY POLQK
.;w GrtADE OR IF 1N TRAFFIC AREA LYL
LYDISTRIBUTION BOX: THE D-BOX SHALL BE A PRECAST CONCRETE BOX BY UTOPIA ENTERPRISES OR EQUAL. SPEED LEVELERS �/ d
CAST IRON FRAME AND COVeR SHALL BE PROVIDED FOR USE IN EACH PIPE INVERT. THE INLET TO THE D-BOX SHALL BE A 4" PVC PIPE (4' MIN.) WHICH t1. %
1. THE TANKS AS SPECIFIED SHALL BE RATED FOR H-20 LOADING
WATERTIGHT. THE TANK LOCATION COULD !!! _ RECEIVES FLOW FROM THE FORCE MAIN PIPE. i _C
BE SUBJECT TO GROUNDWATER Asr= Aulc-- II_ = II I-` l'.- =`:� =_ PLsnc'cRABE RINGS - m _�
CONDITIONS. EXTERIOR SEALANT COATING sE''L -`I`I- =SII `P' I•o. O PQU ABSORPTION FIFLD: THE PROPOSED ABSORPTION FIELD SHALL BE A SHALLOW ABSORPTION TRENCH CONFIGURATION USING ELJEN t-
POLYLOK OR EQUAL _C
SHALL BE USED, AS NEEDED, TO ASSURE (AS REQUIRED) GSF UNITS. THERE SHALL BE TWO LATERALS, EACH AT 40 LF, PROVIDING A TOTAL OF 80 LF FOR THE THREE BEDROOM SYSTEM. z I�
_ INLET OUTLET THE BOTTOM OF THE SYSTEM SHALL BE POSITIONED TO MAINTAIN A 3' VERTICAL SEPARATION TO SEASONAL HIGH GROUNDWATER _ -� Z N 'w
THAT NO INFILTRATION (OR EXFILTRATION - � � J
WHEN NO SEASONAL GROUNDWATER IS 8-DO.RSEnEIi - a "!N_ z _ _ (SHALLOW ABSORPTION FIELD CONFIGURATION). COVER MATERIAL SOILS SHALL BE IMPORTED TO CREATE A SUITABLE SOIL FOR I"' Q Ill � - _Z
PRESENT) OCCURS. ua <� TRANSITION TO THE NATIVE SOIL AS SHOWN BY THE CROSS-SECTION VIEW ON SHEET WW-3. THE AREA OF THE DISPOSAL FIELD Z
- Z. TANKS SUBJECT TO SEASONAL SANITARY—1 "r �� WATER TIGH t'JOINT(I'YP.) 1, '1' - ,� =H
eE J n c' PARGE w/No -sHR;r:K GRo�, SHALL BE APPROXIMATELY 41' X 11' W Iii> w O q
GROUNDWATER CONDITIONS COULD ALSO "I" w 4 MIN. } INSIDE 4 our
= HAVE THE POTENTIAL FOR 'TANK ( E EFFLUFRr TIE R
EXISTING CONCRETE ¢ EFFLUENT FIl,7ER BY
"O. - O .0
FLOATATION'. THE CONTRACTOR, UPON POLrLOK PL--1zz
TANK TO BE CON DER TED---�"•• Cl EtAFFLE WI tH NO rE: =�..
CONSULTATION WITH THE ENGINEER, To SEPTIC TANK q^xJrT E IN. 1. PIPE JOINTS To BE SEALED wlrH
SHALL TAKE MEASURES NECESSARY TO I Lll ILL =¢
ELIMINATE THE RISK OF FLOATATION OF r r a —TRANSITION FROM SIDR7 TO ASPHALTIC MATERIALS OR EOUI VAL EN T. �/� 1
Lo
IE—
C,
5'MIN(10'PREFERRED) N
SILT FENCE 5'
GENERAL SANITARY NOTES: iCL-
HARDWOOD Lu �J\1
/I'-POST
I n GENERAL NOTES: 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE
S LOCATION OF ALL EXISTING WEI IS PRIOR TO CONSTRUCTION.
8- 8 UNDISTURBED
GROUND 1. SILT FENCE SHALL BE PLA CLD A MINIMUM OF 5 Fr.FROM TOE OF SLOPE 10 Fr.PREFERRED.TO PROVIDE ADEQUATE AREA FOR
SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREL 2. MINIMUM SEPERATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. w
SIDIMEN, IJ 2. POSTS MAY BE i.25,xi-25-(MINIMUM)RAmNA=,wpQAUDy.FOR WINE MESH BACIR USE rr NOW.HARDWOOD,OR STEEL-r OR 3. MINIMUM SEPERATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS
SLOPE CONTAINMENT % a
'U'POSTS(11b W f).SILT F04CE SHALL BE WOVEN GMTDM FABRIC(GEOTIX 2130 OR EQUAL).
AREA SHALL BE 20 FEET. U)
(L
X 3. SILT FENCE ASSEMBLIES MY HAVE 4 Fr.OR 6 Fr.POST SPACM AND MAY OR MAY NOT HAVE MESH REWORCEIZ.SENSITIVE
< AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED
SUPPORT TO PREVENT COUAPSE
4. MINIMUM SEPERATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED LU o
4. THE BGrIOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6'BEUD*GROUND.THE FENCE SRU BE INSTALLED WITH THE
POSTS OR.MMOBFU SIDE OF THE FABRIC. SYSTEMS) SHALL BE 10 FEET.
Z
MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF To A SILT FENCE PLACED ON A SLOPE ARE. S. MINIMUM SEPERATION BETWEEN WELL AND SEPTIC TANK TO BE 50 FEET. to
z
SLOPE MAXIMUM (D."
6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE.
111 25 0 (D Lr)
1.25"x 1.25"(2"x 2'NOM. PLAN 4.�1 3.1 75 50
7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER):
FOR WIRE MESH BACK') 5:1 OR FLATTER 0 't
SECTION MAXIMUM PONDING BEHIND THE FENCE;AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION;AND THE TILE FIELD CONSTRUCTION.
Wo D POST No
*OR STEEL-rFOlR'C' MAXIMUM DRAINAGE AREA FOR OIIB4MD R1000W TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF FENCE WIN A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF
DEPTH OF I Z FEET
POSTS(1 Ib/If MIN CONCENTRATION OF WATER FLOWING TO THE BiARRIM
CD
T. MEASURES SHALL BE NWEGTED EVERY WAN(7)CALENDAR DAYS,AFTER EACH RAINFALL OF Z'OR MORE WITHIN A 12 HOW B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. cu
THERE IS
•
�
PERIOD,OR DAILY DURING PROLONGED RAINFAU_MEASURES SHALL BE CLEARED AND REPAIRED AS REQUIRED.
WOVEN GEOTEXTILE FABRICEL SEDIMENT SHALL BE REOUVED WHEN ACCUMULATION REACHES ONE-HUE OF THE MEASURE FI SENJENT SHALL BE DISPOSED OF C) PRIOR TO BACKFILLING TRENCHES.
c3l
GEOTEX 2130(OR EQUAL) AS UNSUITABLE MITEIN_ D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. UJI 2 u
WOVEN WIRE MESH RENFORCEMENT 7 LL 0
I M.E
NT
(IF NECESSARY)MIN.. 4 0 Z
MAX.6'OPENING _SEDIME T CONTAINMENT AREA B. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2- DIAMETER.
cz
WITH u
V MIN(10'PREFERRED) 0
SILT FENCE ASSEMBLY 9. WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY Im
(SEE NSTALLATION NOTES) SMEARED SOIL SURFACES. z
INSTALLATION NOTES: LAJ
10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA To 2 -1 a I 1-i
1. GEDTEXYUE FABRIC AND WOVEN WREMESH TO BE FASMNED THE ABSORPTION TRENCH SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. Lij z Lij -<
BE UTILIZED FOR z z
SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. LLI
RE LY 11. EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE DISTRIBUTION BOX AND EXIT AT THE SAME 0
FENCE WITH TIES SPACES EVERY 24 AT TOP AND MID
TOE OF SLOPE 2- FILTER CLOTH TO BE FASTENED SECU TO WOVEN WIRE SLOPE FOR THE FIRST 5 FEET TO 10 FEET FROM THE BOX (1/8- PER FOOT).
SECTOR. U) u _u
3. WHEN TWO SECTIMS OF FILTER CUTM ADADIN EACH OTHER 12. THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO THAT EFFLUENT IS EVENLY DISTRIBUTED TO
FLOW THEY SHALL BE VARAPPED BY SIX INCHES'FOLDED AND EACH DISTRIBUTION LINE. ADEQUATE PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND PROVIDE
STAPLED.
ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX.
_1111.111111BID
GROUND 4. MANTENORCE SHALL BE PERFFORMED AS NEEDED AND
MATERIAL REMOVED WHEN'BULGES'DEVELOP IN THE SILT 13. THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINES SHALL BE TIGHT JOINT
FMCS
CONSTRUCTION LAID ON UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT ITS LENGTH. VI
RETAIN EXISTING±EGETAT 7
I"".
NO POSSIBLE IF POSSI w Lu
14. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT A
GARBAGE GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC
EXCAVATE TRENCH,BURY SILT FENCE FABRIC INSTALLATION FOR NECESSARY MODIFICATIONS.
AND BACKFILL/COMPACT EXCAVATED EARTH
4* 15. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE C5
_p
SECTION -A
SEPTIC SYSTEM. w as
16. CONTRACTOR TO COMPLY WITH ALL O.S.HA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING
CONSTRUCTION. v cm
j I
SILT FENCE DUAIL .(SILT FENCE TEMPORARY)
17. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR < co �'aj
OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO Lr)
NOT TO SCALE z (j)
DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. _:� <
Z Ld
z ry W
_
Lij W N =z
W
> <
z
FILL SYSTEMS STANDARD NOTES., SHALLOW CONVEYANCE 0 o
SWALE PARALLEL TO
A. IN THOSE CASES WERE TESTS FOR HIGH GROUNDWATER DETERA41NAT70N AND SOIL PERCOLA77ON AS PROVIDED FOR IN GARAGE AND DRIVEWAY w U) <
THE APPENDIX INDICATE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION, A FILL
SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICA77ONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL NON-WOVENU) 0
NOT 13E GRANTED UN77L THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE BACKFILL WITH COVER o _Ld
PROVISIONS OF THIS ORDINANCE. MATERIAL (SEE NOTES). FILTER FABRIC ELJEN GSF UNIT 0 < _z
TAILS). <
(SEE DE Z
B. THE DESIGN AND INSTALLA77ON OF A FILL SYSTEM SHALL COMPLY V47H THE FOLLOWING SPECIFICATIONS. LIGHTLY COMPACT WITH �> !<
PERFORATED 4" PVC
BACKHOE BUCKET. APPLY
1) THERE MUST BE AT LEAST TWO(2)FEET OF NATURALLY OCCURRING SOIL (THREE(J)FEET WITHIN 1000 Fr OF LAKE 4"-6" OF TOANDPSOILMULCH. I, SEED DISTRIBUTION PIPE
GEORGE) OVER AN IMPERIMPERVIOUSS LAYER.
2) THE MAXIMUM ALLOWABLE EXIS77NG NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN(10) 2 o C3
- p UJ --
PERCENT.
IreLL
3) WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS, AND OTHER PLANT EXISTING GARAGE Q
FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND 771E NATURAL SOIL PLOWED OR SCARIFIED.
SCALE:
4) THE SOIL USED FOR FILL SHALL BE WELL GRADED I DAM Y SAND, OR WELL GRADED LOAM Y SAND Y GRA VE4S, AND FINISHED GRADE
SOLID OBJECT LARGER 77-IAN THREE(3)INCHES IN DIAMETER AND
SHOULD CONTAIN A MAXIMUM OF TWELVE(12)PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO EXISTING GRADE
THE FILL SHALL BE ALLOWED TO STABILIZE IT_ 1 iT=20'
NATURALLY FOR AT LEAST SIX(6)MONTHS OR BE MECHANICALLY COMPACTED. _D
-pcl
5) SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE(3)FEET BETWEEN ANY TRENCH ROrTOM AND
III III'
z
MAXIMUM HIGH SEASONAL GROUNDWATER. 77-IIS SEPARATION MUST BE THREE(3)FEET WITHIN 1000 FEET OF LAKE GEORGE 6" THICK CONCRETE =SHEET TITLE:
6) ONLY ARSORPT70N FIELDS SHALL BE USED AS 77-IE LEACHING FACILITY IN FILL SYSTEMS.
7) A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT 77-IE FILL SYSTEM IN THE UP-SLOPE DIRECTION AND OF SAND BED.
Ad
7 REMOVE ORGANIC MATERIAL WASTEWATER :0
SUFFICIENT LENGTH TO DIVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM.
Z
8) 77-IE TOP OF THE FILL OVER 77-IE LEACHING FACILITY SHALL BE CROWED OR SLOPED To ALLOW NATURAL t�URFACE DETAILS AND
RUNOFF. AND SEEDED.
9) SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE(1) VERTICAL ON THREE(3) NOTE:3' MIN SEPARATION ABSORPTION FIELD TO BEA NOTES
HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEER.
TO GROUNDWATER SHALLOW ABSORPTION TRENCH SYSTEM
-Z
O
-SHEET NO.
_0
�BSORPTION FIELD SECTION
WW-3
NOT TO SCALE
C3