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Drawings / NEW 4' VO NTCHEN GARAGEPoll
§6uu
®4eLI Daring F LE C P 3ENER
- PROPOSED 1,000
+au.Lding Y GALLON PRECAST �•
acs'-o— ®r1e11 casing ®11e11 casing CONCRETE GREASE TRAP
EXISTING 1,000 GALLON PRECA
ST � '
w
CONCRE7E SEPTIC TANK\ Face of Builtling
W EXISTIWG KITCHEN SEWER I . SERVINGSTORE GREASE FILTER. r v Y
I BATH-CONVERTED
ED is GREASEMR
SUNNYSIDE ROAD EAST (PROXIMATE) I i EXISTING 1,000 GALLON PRECAST
-_ CONCRETE PUMP STATION-NEW
Q I \ �C _ S87°52'78"E _ _ _ ® ® \ AND CONTROL PANEL INSTALLED
224.60' IPF(Bent SB 68 OB4"E F Bent) _ _ L__ PUMPS INTERNAL PIPING,WRING
6 0 \ - EXISTING APARTMENT SEWER
JOB y We11 Casing® (APPROXIMATE)
LIMIT OF CEVEUNG PAD I
3r i 100_WELI�� X TOE OF LL ` I EXISTING 1.000 GALLON PRECAST I� 4
di"( SETBACK _ / CONCRETE SEP77C TANK SERVING \ I I PROPOSED 1-1/2"�R—il
NEW 1-1/2"PVC FORI;EINAINI TOP OF FILL `^'o I APARTMENT ABOVE STORE I i HOPE FORCEMAINS
II O LANDS N/F OF #
EX/ST.2"PVC FORCEMAIN ctDv V vi SHAHAY EXISTING STORE BATHROOM
I W N O
�i Ul o STORE SEWER(APPROXIMATE)
I 1 5FrELOG77TON LOCATION MAP
DETAILED TANK LAYOUT PLAN
I I _ SYSTEM INSTALLATION NOTES
IPF E78ACK o SCALE 1'=20'
I CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S.DEPARTMENT OF
STORE \ I EXISTING AND I N87°33'114"W GIHF GRAPHIC SCALE HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND AS774 F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED
W \I I PROPOSED TANKS I 85.00' AS BUILT
(SEE DETAILED o� 10 0 5 10 20 40 TUBING IN SEPTIC TANK LEACH FIELDS.
m- I TANK LAYOUT ¢
N o ; PLAN) NEW 20'x6O' ( ) AFTER EXCAVATION OF THE TWO—20'WIDE X 60'LONG ABSORPTION BEDS TO THE DEPTHS REQUIRED,THE WALLS
PIPE—IN—STONE IN FEETi, ABSORPTION S I CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL
� o I PLACEMENT OF CRUSHED STONE,PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN,AND CARE SHALL BE
'•+,1 EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STOW AND PIPE.
IASPHALT PARKING
$ THE PIPE SHOULD BE LAID AT THE GRADES INDICATED,MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS,
RECORD DRAWING NOTES WASTEWATER SYSTEM DESIGN
HUMPS SEPARA7E0 JOINTS OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE LAID WITH HOLES DOWN IN ALL
' _76 4' PUMP STATION BEANS DELI CASES.
N87°33' "W L-—————— NEIGHBORING LAWN,APPROXIMATE
�. � W / DUPLEX PUMP STATION RE—BUILT IN EXISTING PUMP STATION TANK NYSDEC DESIGN STANDARDS FOR INTERMEDIATE—SIZED
69,663.16 sq.ft. I i W IN 2 NEW PUMPS(GOULDS WE0312M,}HP.22OV)AND NEW TIMED WASTEWATER TREATMENT SYSTEMS DESIGN AS FAST FOOD RESTURANT ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE l / 7.60 acres
DOSE CONTROL PANEL CALIBRATED PUMPING RAZE OF38 GPM FOR DISPOSAL FIELD.
'N I EACH PUMP. PUMPS AL7ERNATE ON TIMED—DOSE SEQUENCING OF 3 FAST FOOD RESTAURANT DESIGN FLOW—25 GPO/SEAT
_10'P.L SETBACK= �I — — — — _ MINUTES ON,1 HOUR OFF. 25—SEATS IN DELI/STORE(FUTURE) DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORP7ION AREA AFTER PIPING HAS BEEN INSTALLED.
219.56, _ CTRF DEU/STORE DESIGN FLOW—25 GPD/SEAT x 25 SEATS=625 GPD
/ I S88°18'42"W THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF.WATER
p� R ff APARTMENTS ABOVE DELr CONSERVING FIXTURES. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES SUCH AS
LANDS N/F 0 tu! {\,1Y(Jf/ JACUZZI—TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLA77ON OF NON—CONSERVING WATER
3—BEDROOM DESIGN(1 TWO—BEDROOM,1 ONE—BEDROOM)STRAINER WASTEWATER SYSTEM PLAN WATER SAVING FIXTURES FIXTURES OR EXTREME WATER USE FIXTURES/S CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT
_ I SCALE: 1"=40' UUU DESIGN FLOW-110 GPD/BEDROOM SYSTEM.
® GRAPHIC SCALE SYSTEM DESIGN FLOW—330 GPD
I� I�
I ROOF,FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER
' 20 0 10 20 40 80 OCT 0 6 2021 625 GIRD+MO GPD=955 TOTAL DESIGN FLOW SYSTEM.
SYSTEM COMPONENTS CONSTRUCT DRAINAGE SCALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION
(IN
FEB,L, 1i--- SEPTIC TANKS FIELD.
TRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCESr r xa..i OF Q�� ������ DEL)COMPONENT(1.5X DAILY FLOW)
625 TOWN X 7.5=93B GAL SEPTIC TANKS, PUMP STAT70N&AEISCRP77ON BEDS MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING
BUILDING
E EXISTING 1,000 GALLON SEPTIC TANK TO REMAIN INSPECTOR AND DESIGN ENGINEER PRIOR TO BACKFlLL AND FINAL GRADING.
69 FILL MATERIAL NOTES
10'LEVEL PAD AREA 49'TOE OF FILL WIDTH 10'LEVEL PAD AREA APARTMENT COMPONENT(330 GPD)
EXISTING 1,000 GALLON SEPTIC TANK TO REMAIN AF7712 REMOVING ORGANICS PLACE LEVELING PAD MATERIAL OVER THE ENTIRE AREA INDICATED AND BLEND
25'TOP OF FILL WIDTH 12'TAPER ALL AROUND INTO TOP 18'OF NATIVE MATERIAL. FINISHED LEVELING PAD TO BE APPROXIMATLEY 12"ABOVE NATIVE GRADE.
EXISTING TANKS TO REMAIN ARE TO BE PUMPED,PRESSURE WASHED AND INSPECTED
20'BED WIDTH FOR INTEGRITY. INLET AND OUTLET BAFFLES TO BE INSPECTED AND VERIFIED.
"MOUND SYSTEM FILL MATERIAL"SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY
20'z60'CRUSHED STONE 3' 1'MINIMUM SYSTEM FILL MATERIAL GRAVEL WITH IN-PLACE PERCOLATION RATE OF 5-10 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3"IN
ADSORPTION BED GREASE INTERCEPTOR - INSTALL NEW 1,000 GAL PRECAST CONCRETE GREASE
LEVELING PAD MATERIAL INTERCEPTOR ON KITCHEN SEWER PRIOR TO SEPTIC TANK(30 GPM PEAK INFLOW) SIZE. LESS THAN 10%BY WEIGHT SHALL BE FINER THAN 0.075—(.f200 SIEVE). AT LEAST 25%OF THE
MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50—TO 2.0—(/35 SIEVE TO#10 SIEVE). LESS THAN
APPROXIMATE a.} 0,,: c 3 4 "% t ABSORPTION BELD: 15%OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2"SIEVE.
EXISTING GRADE - ABSORP➢ON BED W FILL CONFIGURATION
.2 -y,�, APPLICATION RATE-0.5 GPD/SF(10-15 MIN.PERCOLATION RATE) SYSTEM FILL MATERIAL IS 70 BE MECHANICALLY STABILIZED IN 6"LIM MATH TRACKED EQUIPMENT PRIOR TO
,. - - - ABSORPTION BED AREA REQUIRED-955 GPD/G6 GPD/SF1,692 SF INSTALLATION OF FIELD.
--I_. INSTALL() Ox60 ABSORPTION BEDS-2.400 SF TO BE PROVIDED 22 BELOW 'LEVELING PAD MATERIAL'IS TO BE GRANULAR SANDY FILL MATERIAL. (BANK RUN), WITH NO ORGANICS OR
I GT
� r BASAL AREA: OBJECTS OAR 3"IN SIZE AND AN IN PLACE PERCOLATION RATE OF i 5 MINUTES. LEVELING PAD MATERIAL
BLEND LEVELING PAD MATERIAL 12-18"INTO EXISTING-- 1.5'FILL BELOW BED ------- ____ _ ATIVE GRADE WITH BASIL LENGTH=60'+5'+24'=89' IS TO BE BLENDED 18"INTO EXISTING NATIVE.MATERIAL AS BEING PLACED. MECHANICALLY STABILIZE MIR
NATIVE MATERIAL&STABILIZE W ORGANICS STRIPPED TH TRACKED BASIL MOTH=20'+5'+12'=37 TRACKED EQUIPMENT PRIOR TO PLACING MOUND SYSTEM FILL
ABSORPTION FIELD SECTION AND BLENDED WITH
EQUIPMENT PRIOR TO PLACING MOUND SAND. LEVELING PAD MATERIAL BASIL AREA=89'x 3Y=3,293 x 2=6,586
SCALE TUTS BASIL APPLICA7ON RATE=95516,566=a15 GPD/SF INSTALLER TO SUBMIT SAMPLES OF PROPOSED MOUND SYSTEM FILL AND LEVELING PAD MATERIAL PRIOR TO
INSTALLATION.
PUBLIC POTABLE WATER SUPPLY IS ON-SITE WELL
MAINTAIN 10'MIN.SETBACK FROM W,1W COMPONENTS TO WATER SUPPLY LINE Dig ;Safely.
APPROXIMATE POLYETHYLENEEXTENSION TO GRADE SYSTEM MATERIAL SPECIFICATIONS MAINTAIN 150'FROM ABSORPTION FIELDS TO WATER SUPPLY WELL. M
FINISH GRADE / WITH TAMP RESISTANT ACCESS RECORD DRAWING NOTE: NewlYork
COVER ABSORPTIONBEDACGREGATE A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE ®call floe Yeu uig
STONE IS TO BE 3/4"TO 1-1/2"WASHED CRUSHED STONE. NUMEROUS TIMES DURING CONSTRUCTION AND IT IS 0 Tne Regairea Ti..
MY OPINION THAT THE SYSTEM IS INSTALLED IN M C-1.Utility Response
FORCEMArN vrvlNG SITE SOILS DATA 0�PCCS TM1B^'ar'°
INSTALL POLYLOK PL-625 GREASE TRAP FORCE MAIN PIPING TO BE SDR-11 HOPE WITH NO FITTINGS BETWEEN PUMP GENERAL CONFORMANCE WITH THE APPROVED PLAN la m9 vrm care
12"MI.COVER EFFLUENT FILTER SUCH THAT IT IS READILY AND THIS RECORD DRAWING.FINAL SURFACE FINISHING 800.962.7962
STATION AND D-BOX TIP 6116121 BY T.HUTCHINS
REMOVABLE THROUGH TANK-ACCESS COVER EFFLUENT SEWER PIPE SURFACE WEEDY VEGETATION AND TURF ESTABLISHMENT IS ON.
w.„a.m�a7aiynewye.N.e°n,
4"SDR-35 PVC - PIPING TO BE 4"SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT 0-7"DARK TOPSOIL G.THOMAS HUTCHINS P.E. TAX MAP#Z9O.6-I-6S.1
2" " MINIMUM SLOPE 7-13" REDDISH BROWN SILT AND VERY FINE SAND,LOOSE 8/9/2021
INLET FROM STORE 4"PVC SDR-35
LIQUID LEVEL OUTLETFILTER FABRIC 13-38" LIGHT BROWN SILT,MOIST,LOOSE
MIN.SLOPE - - FILTER FABRIC MIN.SLOPE TO BE 4.8 OZ/SY NON-Wt7VEN SEPARATION FABRIC, TENCATE TOWN OF QUE
i/4'PER FOOT 14ON OR WIVIVALENT. WATTLING AT 22'
HODS E
T/8"PER FOOT HOUSE SEWER PIPE WATER ENTRY AT 27" v
SEPTIC TANK NOTES. PIPING TO BE 4"SDR-35 OR SCHEDULE 40 PVC.INSTALL WITH 1/4'PER FOOT BOUNDARY CONDITION AT 22' B U I LD I N G WA TLRTICHT SLEEVEJ ALL UNITS SHALL COMPLY W77H THE REQUIREMENTS OF MINIMUM SLOPE ® RECORD ORAW7NG 7/28/2027
AND SEAL(TYP.) LIQUID DEPTH THE NEW YORK STATE DEPARTMENT OF HEALTH AND TOPSOIL
30"MIN SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY PLACE 4" MINIMUM TOPSOIL OVER EN77RE FIELD AREA HYDROSEED AND Reviewe y - ISSUED FOR PERMIT 611612021
NEW 1,000 GAL DUAL-160'MAX UTOPIA ENTERPRISES OR EQUIVALENT. ESTABLISH TURF. N o.1 Revisions Date
COMPARTMENT PRECAST
CONCRETE GREASE TRAP ALL STRUCTURES SHALL SE PLACED ON FIRM, COMPACT � �:
FOR RESTAURANT SAND OR GRAVEL BASE. WHERE EXISTING SOIL MAP REFER 0 � WASTEWATER SYSTEM PLAN& DETAILS
MINIMUM 2X W1D CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE BASE MAP INFOR TI M OF SU •� PS
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. 7�P Oh1' ,f. prepared for
MAXIMUM 4X W7D MADE FOR 1128 RIDGE ASSOCIATES LLG IN THE
TOWN OF QUEENSBURY, WARREN COUNTY, NEW 2 * Bean's Country Store-1128 Ridge Associates,LLC
6 SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF * o en m
-- EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL WASTEWATER SYSTEM SETBACK REQUIREMENTS PORK DATED 1.PTEPARE 29, 2006. LAST REVISED a^
- APRIL 19,2021.PREPARED BY. - �,�� w 1128 Ridge Road
LOADING. STREAM,LAKE a, Town of Queensbury,County of Queensbury,State of New York
PROPERTY LINE HOUSE WATERCOURSE, WELL Du
GREASE RAP DETAIL ALL JOINTS MUST BE SEALED WITH BUM SEALANT. WATERCOURSE,
an S e p 0 781
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE B h FO Drawn:JRS Checked:GTH Scale:NOTED 0ofe:4/21/2021
NIS BACKFILLING SEPTIC TANK 10' 10' 50' 50' .Sieves 169 HPW)md Rood
ABSORPTION FIELD TO' I 20' 1 100' 1 100' Land Surveyors ALTERATION OF THIS DOCUMENT WEPT BY A4116 Queensbury,NY 12804 291807-01
Ise Rau.na no.a paa•a.nan,rea.vocr 128a4 A LICENSED PROFESSIONAL ENGINEER 5 A (518)745-0307 Phone
(s1e y92-area rea.vP:c T.m.xe. sslss VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518)745-0308 Fax
nou
r _ x
NEW PVC KITCHEN GARAGE �` k
w
5IGN
PO EAL Swell Casing SEWER
}.,.� PROPOSED 1,000
F Well Casing
Face of ® �g ,, , , GALLON PRECAST
Buildin Swell Casing
g g CONCRETE GREASE TRAP -
_______� EXISTING 1,000 GALLON PRECAST a• � �,
A Face of Build' CONCRETE SEPTIC TANK ' :
ing f SERVING STORE KITCHEN AND BATH
EXISTING KITCHEN SEWER EXISTING 1,000 GALLON PRECAST
UNN SI ROAD r�-� (APPROXIMATF) _ _
A .1 ( CONCRETE PUMP STATION
51GNAL
1® � S87°33' 14" ❑ a
�6 ASP ALT IPF Bent W.^ PF (Bent) —
224,60 _ _ � y
\apt o �° — EXISTING APARTMENT SEWER
4J1 , Well CasinwK z
SFIB� C C� 2 / ®, oa. D (APPROXIMATE) t1"''
_„r s '' ray .' .c's�., mow.. ...: ✓� r a
GARAGE; / _ ®OF-LEVELING PAD
} `
` — 9
1 \
EXISTING 1,000 GALLON PRECAST ,100' WELL____ TOE OF FILL � % \ } � ," z �� .< � � ''•..,.
SETBACK CONCRETE SEPTIC TANK SERVING
• _ o APARTMENT ABOVE STORE
( PROPOSED 1 1/2 SDR+11 TOP OF FILL v _ �+ -
_ O � LANDS N/F OF > ;p ^. +" a. 9 3 '"" S f it.•a& `
t+ PROPOSED 1-1 12" SDR-11 f r <<
t EXISTING STORE BATHROOM
I t HDPE FORCEMAtNS \
• rYY t_ ic5 v tr+ SHAHAY
F ua o fl) n
STORE SEWER (APPROXIMATE) � HDPE FORCEMAINS -
,: SITE LOCATION
LOCATION MAP
o \ � DETAILED TANK LAYOUT PLAN
���- } SYSTEM INSTALLATION NOTES
c ,mot IRF 'I'-��SETBACK SCALE: 1"=20'
STORE I i I CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE 1MTH THE N.Y.S. DEPARTMENT OF
I Q I EXISTING AND , Ir N$7738 14 i CiRF \ GRAPHIC SCALE HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF TNERMOPLAS71C PIPE AND CORRUGATED
PROPOSED TANKS $ '° ; 85.DO' TUBING IN SEPTIC TANK LEACH FIELDS
(SEE DETAILED I F, , 10 0 5 10 20 40
- OP _� APP�RtoxiyM7/A1TFe�eocATloN OF ExisrrNG
® ( TANK LAYOUT �1 .� , a a ABSORPTION FIELD. REMOVE FIELD
0 44 PLAN) _, TP-1 ; PROPOSED 20 x60 AND SPOILS AS NECESSARY TO { IN FEET ) AFTER EXCAVATION OF THE TWO- 20' WIDE X 60' LONG ABSORPTION BEDS TO THE DEPTHS REQUIRED, THE WALLS
N sue : CD t%: Li x ri.x
00 c� Z� PIPE-IN-STONE
o ALLOW NEW FIELD INSTALLATION. AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL.
;v veL 4i ABSORPTION BEDS i CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
oil 1 LL. CL
�a i rA �� t d o } PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE
p•�y r o ,z N tj i EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
ASPHALT PARKING E -.,,. l N P WASTEWATER
;�/ Cry �+
-'I L' c WASTEWATER SYSTEM DESIGN THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS,
} _ � 4¢ t HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE COND1T10NS PIPE SHALL BE LAID WITH HOLES DOWN IN ALL
N87°33'SD"W AREA t- - ® _ _ }�. ---�NEOGHBORING LAWN, PPROXIMATF i BEANS DELI CASES.
LAMP P05T \ 69,663. 16 sq. ft. \!� NYSDEC DESIGN STANDARDS FOR INTERMEDIATE-SIZED
1.60 acres WASTEWATER TREATMENT SYSTEMS,• DESIGN AS FAST FOOD RESTURANT ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE
/ DISPOSAL FIELD.
N s'�®. 10' P.L. SETBACK \ FAST FOOD RESTAURANT DESIGN FLOW - 25 GPD/SEAT
M �.� Z _ - - 25-SEATS IN DELI/STORE (FUTURE) DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
o _ _
219.56' _ _ DELI/STORE DESIGN FLOW - 25 GPD/SEAT x 25 SEATS = 625 GPD
} S88°78'42"W CIRF
I APARTMENTS ABOVE DELI THE WASTEWATER TREATMENT SYSTEM /S DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER
CONSERVING FIXTURES. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS
LANDS N/F 0 JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER
STRAINER WASTEWATER SYSTEM PLAN 3-BEDROOM DESIGN (1 TWO-BEDROOM, 1DNE-BEDROOM)
WATER SAVING FIXTURES FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT
weu SCALE: 1"=40' } DESIGN FLOW - 110 GPD/BEDROOM SYSTEM.
® GRAPHIC SCALE f SYSTEM DESIGN FLOW - 330 GPD ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER
f20 0 10 20 40 80 625 GPD + 330 GPD = 955 TOTAL DESIGN FLOW SYSTEM.
( IN FEET ) SYSTEM COMPONENTS CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION
SEPTIC TANKS FIELD.
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
DELI COMPONENT (1.5X DAILY FLOW)
DEL X 15=938 GAL SEPTIC TANKS, PUMP STATION & ABSORPTION BEDS MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING
EXISTING 1,000 GALLON SEPTIC TANK TO REMAIN INSPECTOR AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING.
-- 69'
10' LEVEL PAD AREA 49' TOE OF FILL WIDTH 10' LEVEL PAD AREA - APARTMENT COMPONENT (330 GPD} FILL MATERIAL NOTES
EXISTING 1,000 GALLON SEP77C TANK TO REMAIN AFTER REMOVING ORGANICS, PLACE LEVELING PAD MATERIAL OVER THE ENTIRE AREA INDICATED AND BLEND
25' TOP OF FILL WIDTH 12' TAPER ALL AROUND INTO TOP 18" OF NA77VE MATERIAL. FINISHED LEVELING PAD TO BE APPROXIMATLEY 12" ABOVE NATIVE GRADE.
EXISTING TANKS TO REMAIN ARE TO BE PUMPED, PRESSURE WASHED AND INSPECTED
20' BED WIDTH— FOR INTEGRITY. INLET AND OUTLET BAFFLES TO BE INSPECTED AND VERIFIED.
"MOUND SYSTEM FILL MATERIAL" SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY
20'x60' CRUSHED STONE 3' 1' MINIMUM SYSTEM FILL MATERIAL GRAVEL WITH IN-PLACE PERCOLATION RATE OF 5-10 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN
ABSORPTION BED GREASE INTERCEPTOR - INSTALL NEW 1,000 GAL. PRECAST CONCRETE GREASE
- --
LEVELING PAD MATERIAL I INTERCEPTOR ON KITCHEN SEWER PRIOR TO SEP77C TANK (30 GPM PEAK INFLOW) SIZE, LESS THAN 107' BY WEIGHT SHALL BE FINER THAN 0.075mm (#200 SIEVE). AT LEAST 257. OF THE
�--F; MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm (#35 SIEVE TO #10 SIEVE). LESS THAN
APPROXIMATE �-�`� y }, QS 3 ,< ', ABSORPTION FIELD: 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 112" SIEVE.
EXISTING GRADE
�• ABSORPTION BED IN FILL CONFIGURATION
..�._ __.:. .` ._.. .` ...r. .. ..> . . - .�,. .> APPLICATION RATE 0.6 GPD/SF (10-15 MIN. PERCOLA770N RATE) SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6 LIFTS WITH TRACKED EQUIPMENT PRIOR TO
- F.. I 77........... .. ....... -.:.:. _.:. _. ..... ..: ..
__. _ _.__. _. _..._. .._..:.:. ,... _, . STALLA ON OF FIELD.
_.
INSTALL O 20 x60 ABSORPT1ON BEDS 00 SF TO BE PROVIDED
P MATERIAL" T BE GRANULAR SANDY FILL MATERIAL (BANK R
HGT 22 BELOW - "LEVELING AD RIAL" IS 0 1N NO ORGANICS 2 24
_..
__
EXISTING GRADE " "
RUN), W
_ " BASAL AREA:
OBJECTS OVER 3 IN SIZE AND AN IN-PLACE PERCOLATON RATE OF 1 5 MINUTES: LEVELING PAD MATERIAL
BLEND LEVELING PAD MATERIAL 12-18" INTO EXISTING 1.5' FILL BELOW BED _____ NATIVE GRADE WITH BASIL LENGTH = 60' + 5' + 24' = 89' IS TO BE BLENDED 18" INTO EXISTING NATIVE MATERIAL AS BEING PLACED. MECHANICALLY STABILIZE WITH
NATIVE MATERIAL & STABILIZE WITH TRACKED _______ ORGANICS STRIPPED BASIL WIDTH = 20' + 5' + 12' = 37' TRACKED EQUIPMENT PRIOR TO PLACING MOUND SYSTEM FILL.
EQUIPMENT PRIOR TO PLACING MOUND SAND. ABS®RPTION FIELD SECTI®N AND BLENDED WITH BASIL AREA = 89' x 37' = 3,293 x 2 = 6,586
LEVELING PAD MATERIAL
SCALE: NTS BASIL APPLICATION RATE = 95516,586 = 0.15 GPD/SF INSTALLER TO SUBMIT SAMPLES OF PROPOSED MOUND SYSTEM FILL AND LEVELING PAD MATERIAL PRIOR TO
.INSTALLATION.
POTABLE WATER
S ON-SITE WELL
PUSLIMAINTAIN 10' MIN. SETBACK IFROM W/W COMPONENTS TO WATER SUPPLY LINE. COPY �; �\
APPROXIMATE POLYETHYLENE EXTENSION TO GRADE , � I ;H ;; i Dig safely.
\ SYSTEM MATERIAL SPECIFICATIONS MAINTAIN 150 FROM ABSORPTION FIELDS TO WATER SUPPLY WELL. ���
FINISH GRADE WITH TAMPER RESISTANT ACCESS '1
�, aU� 1 s Lo2� 1 �Ve�nr York
COVER ABSORP77ON BED AGGREGATE a ®calf Before You Dig
STONE IS TO BE 314" TO 1-112" WASHED CRUSHED STONE, TOWN OF QUEENSBURY t_s.-_-'_�g_Rry�°m �< ®wait The Required Time
,-INSTALL POLYLOK PL-625 GREASE TRAP FORCE MAIN PIPING T BUILDING DEPARTMENT T0VV ', �S Confirm utility Response
SITES®ILS DATA p 13 iaiLUNG
5 T �� �� Respect The Marks
FORCE MAIN PIPING TO BE SDR-il HDPE WITH NO FITTINGS BETWEEN PUMP Based on our limited examination,compliance a �
12" MIN. COVER EFFLUENT FILTER SUCH THAT IT IS READILY with our comments shall not be construed as; - Dig with care
REMOVABLE THROUGH TANK ACCESS COVER STATION AND D-BOX. TP-.1 6116121 BY T. HUTCHINS indicating the plans and specifications are in 800.962•79 2
compliance with the Building Codes of www.digsafelynewyork.com
a a a a ° EFFLUENT SEWER PIPE SURFACE WEEDY VEGETATION full comp ,
° ° e PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT 0-7" DARK TOPSOIL New York State.
4" SDR-35 PVC � 2" a TAX MAP �` 290a6s1-65.1
INLET FROM STORE ° 4" PVC SDR-35 MINIMUM SLOPE. 7-13" REDDISH BROWN SILT AND VERY FINE SAND, LOOSE
LIQUID LEVEL OUTLET FILTER FABRIC 13-38" LIGHT BROWN SILT, MOIST, LOOSE TOWN OF
_VIN. SLOPE - _ - - FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE BUILDING & - 29®'6`Z-�5.1 SER0461-2021
1/4" PER FOOT c. MIN. SLOPE MIRAF1 140N OR EQUIVALENT, MOTTLING AT 22" %�- — Bean'S Country Store
/ 1/8" PER FOOT HOUSE SEWER PIPE Reviewed By
WATER ENTRY AT 27" 1128 Ridge Rd
WATERTIGHT SLEEVE-/ °
SEPTIC TANK NOTES PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT BOUNDARY CONDITION AT 22" Date: Commercial Septic Alteration
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF MINIMUM SLOPE.
AND SEAL (TYP.) LIQUID DEPTH THE NEW YORK STATE DEPARTMENT OF HEALTH AND TOPSOIL
30" MIN SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY PLACE 4" MINIMUM TOPSOIL OVER ENTIRE FIELD AREA. HYDROSEED AND 0 ISSUED FOR PERMIT 611612021
NEW 1,000 GAL DUAL- I 60" MAX UTOPIA ENTERPRISES OR EQUIVALENT, ESTABLISH TURF.
COMPARTMENT PRECAST No. I Revisions Date
CONCRETE GREASE TRAP ALL STRUCTURES SHALL BE PLACED N FIRM, COMPACT ®� ch p/
FOR RESTAURANT SAND OR GRAVEL BASE. WHERE EXISTING SOIL MAP REFERENCE: WASTEWATER SYSTCtV( PLAT V TAIL
MINIMUM 2X WIDTH CONDITIONS ARE UNSUITABLE, CRUSHEDSTONE SHALL BE C�
-- PLACED AS NECESSARY TO ACHIEVE A TABLE BASE. BASE MAP INFORMATION FROM "MAP OF A SURVEY �� 's T prepared for:
MAXIMUM 4X WIDTH a MADE FOR 1128 RIDGE ASSOCIATES, LLC, IN THE �Q � ` C'
TOWN OF QUEENSBURY, WARREN COUNTY, NEW G3 `�' 2 Bean's CountryStore - �1128 Ridge ASS®ClateS LLC
6 SEPTIC TANKS INSTALLED (N TRAFFIC A EAS SHALL BE OF YORK. DATED SEPTEMBER 29, 2006. LAST REVISED g r
a A EXTRA HEAVY CONSTRUCTION DESIGNEEFOR H-20 WHEEL WASTEWATER SYSTEM SETBACK REQUIREMENTS APRIL 19, 2021. PREPARED BY ` 1128 Ridge Road
LOADING. LAKE, � � �`
GREASE
STREAM, Town of Queensbury, County of Queensbury, State of New York
GREASE T P DETAIL ALL JOINTS MUST BE SEALED Wl BUTYL SEALANT, PROPERTY LINE HOUSE WATERCOURSE, WELL u s
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE & �p 0 8-7 Drawn: JRS Checked: GTH ( Scale: NOTED Date: 4/21/2021
NTS BACKFILLING. SEPTIC TANK 10' 1 10 50' 50' S t e v e S
E 169 Haviland Road
ABSORPTION FIELD 10' 20' 100' 100' LaZ2d Surveyors ALTERATION OF T S DOCUMENT EXCEPT BY Queensbury, NY 12804 291807-0 1
A LICENSED PROFESSIONAL ENGINEER IS A 518 745-0307 Phone
51 H792-84and Road Queensbury, New York 0135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC ( )
(518) 792-8474 New York Lic. No. 50135 9 J (518) 745-0308 Fax