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�LLot#290.51-1-55 �®p"I _
MH Imperial
11
rial Homes L
DATE:
5/23/2018
SCALE:
150'-2 516" SHEET:
Land of Diane Kansas P�
1st Floor
GRADING NOTES GENERAL NOTES
APPR =ATE & afANWT OPElM BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING 1S TAKEN FROM SEPTIC PLOT PLAN
FINISH GRADE BE RAISED TO 6' BELOW EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A PLOT PLAN DRAWING PREPARED BY M.H. IMPERIAL HOMES I HAVE SLN OR OBSERVED ALL OBJECTS
FINISH GRADE SUCO AS H USES, WELLS, TREES, FENCES, ETC
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR 610,UMENT I HAVE PERSONALLY
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. LEGEND r NTHIS DIAGRAM.
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til ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- — - - - - - - — PROPERTY LINE IGq DATE
I i ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
CONCRETE OR STONE SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER ---------------------- 10'-0" PROPERTY LINE SETBACKS
" MARKER ABOVE ALL CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
F_3' � I I E —E E —E — UNDERGROUND DESCRIPTION I DATE
UNDERGROUND ELECTRIC SERVICE
LIQUID LEVEL BURIED COVERS rr�� -
MIN. SLOPE — 8 F gHE D RECOMMENDED. ss —ss ss —ss — SANITARY SEWER I
lE C [E Q �f E REVISIONS
1/4" PER FOOT MIN. SLOPE G �OE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
1/8 PER FOOT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER v —„ —w —w WATER SERVICE
LVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. JUN 0 4 2018
SEPTIC TANK INLET & OUTLET INLET BAFFLE 12" MIN. OVER NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT .. o
BY FORT MILLER OR ALL STRUCTURES I _ W N Q
BAFFLES OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND T OWN OF QUEENoBURY �+
EQUAL X n #1 DISTRIBUTION BOX UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) BUILDING CODE (O 3
g I I
EQUALBY POUNDS
MILLER OR FEET EITHER SIDE OF THE SWALE OR DITCH CENTERUNE, AT A RATE OF 25 SEWAGE DISPOSAL SYSTEM NOTES �— D W Z
? = a
o= a POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. 0
Q M CO FROM SEPTIC--- 4" PVC M W o a z
cy TANK I O O O , I J THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING o uj
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE t- a Z v
GUIDELINES FOR URBAN EROSION & SEDIMENT CONTRQ� W 0
MINIMUM 2x WIDTH Na ° z v o
MAXIMUM 4x WIDTH ALL OUTLET INVERTS TOWN BUILDING INSPECTOR. = Z J
0TO BE
PEA ao EXACTLYETHE TSAME FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS 0 ,_
GRAVEL ELEVATION. SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE Q Z o
" °000 (USE OF SPEED LEVELERS DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL J J o 0
PROVIDE 3 SAND OR 3
PEA GRAVEL UNDER TANK REQUIRED) ¢ N o F W o
HOUSEHOLD SYSTEMS APPENDIX 75-A. E
SEPTIC TANK DETAIL TEST PIT INFORMATION SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED _ m c^ a Z W
DISTRIBUTION BOX GRAVEL N000 o m w
O T Q w I--
TEST
TEST PIT INFORMATION TAKEN - 24 MAY 2018 BY Y _ a�>: 2 o -
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. v r z
N.T.S. ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW UNE v ,`�, > 0 a c� a
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK - OUTLET 14" BELOW FLOW UNE, 6" ABOVE FLOW LINE Z a `�o z z � �' z w
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 3" AIR SPACE ABOVE "T" TO TOP OF TANK U :2 o�` ~ Q Q
v — 0
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AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE (� 0°� M °-2 o o E
w .-0 >u- w
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 0-11" TOPSOIL DARK BROWN LOAM CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 11-34" MEDIUM BROWN/RED LOAMY SAND
NECESSARY TO ACHIEVE A STABLE FOUNDATION. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A WORK IS TO BE AS SHOWN &
34-74" MEDIUM/LIGHT BROWN LOAMY SAND CLASSIFIED BODY OF WATER. NOTED AND IN ACCORDANCE
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
WITH MANUFACTURER'S
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ROOTS TO 28" HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM RECOMMENDATIONS, TRADE
2'-0" _ _ 4'-0" 2'-0" NO STANDING OR SEEPING WATER SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 ASSOCIATION PUBLISHED
NO MOTTLING LINE PRESENT WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: RECOMMENDATIONS AND
16" PER FOOT, CAP ALL ENDS. GENERALLY ACCEPTED LOCAL
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1
OVERFILL TO ALLOW /
FOR SETTLEMENT CONSTRUCTION INDUSTRY
THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO PRACTICES.
PERCOLATION TEST INFORMATION FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
TEST PIT INFORMATION TAKEN - 24 MAY 2018 BY THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
J ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
J ,� SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
EARTH GEOTEXTILE FABRIC THE SEPTIC TANK.
x L BACKFILL
:2 uw 2" MIN.— to PT- 1 THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
~ THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
o n_ 4" ORA� � -�� LATERALERAL MAY BE ADDED TO THIS BUILDING WITHOUT TIME APPROVAL OF THE BOARD OF 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. p
z _ r HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. BOO N
1st TEST 0'-51" 4th TEST 1'-12" THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
6,00-COQSOD �����c. N 2nd TEST 0'-58" 5th TEST 1'-15" FUTURE EXPANSION OR REPLACEMENT.�o<�o nQO�000, INSITU \ ____r__ 3f 4" TO 1 1 fes" 3rd TEST 1'-04" 6th TEST 1'-17"MATERIAL-
DWELLING.IS TO HAVE WATER SAVING FIXTURES INCLUDING NCLUD NG BUT NO LIMITED TO:
(IMPERVIOUS LAYER) z' WASHED CRUSHED STONE LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW ct
6'-0' _ RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
LEVEL TRENCH BOTTOM SEPTIC SYSTEM DESIGN SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE 1 O
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
II=II=II=II=II=II= = AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
DESIGN FLOW - NEW 3 BEDROOM HOUSE WITH NEW STANDARD WATER MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
SAVING FIXTURES AT 110 gpd PER BEDROOM = 330 gpd BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET d
BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY p
ABSORPTION TRENCH SECTION SEPTIC TANK - PROVIDE NEW 1,000 gal TANK (IN RESIDENCES WHERE A CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 goL OFSHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
N.T.S. CAPACITY BAFFLE) WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/LEES, HOUSE SEWER � E�
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
1.2 gal/day/sq. ft, 330 gpd DIVIDED BY 1.2 gal/day/sq. ft. =
ABSORPTION FIELD - 1 TO 5 MIN. RATE - APPLICATION RATE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
- DIVIDED �
275 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 3 LATERALS CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. 03
AT 50' = 300 sq. ft. OF APPLICATION AREA. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
RO DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
�{501— DISINFECTED AFTER BEING PUMPED OUT.
` \�N / ' I SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES r.
`'V ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. N
BARRIER MATERIAL DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
INSTALL NEW 1,000 gal -i I I _-- _ SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
PROPOSED WELL MIN. SEPTIC TANK 6" MAX.
OR CLEANERS INTO SINKS OR TOILETS.
LOCATION NEIGHBORING EXIST. I i� I P— WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWAGE DISPOSAL c)QD- -- - 6" MAX. SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
' SYSTEM Q �QJ":)I SLOPE U t REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
LOCATION �.
22'-0" OO'po�ocl - _.00�n��
1 12 MIN.
7GG, OF PROPOSED �� o � �� � � � � � 2" MIN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
HOUSE } o v THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. i
\ Q9
4fl aCb 00� o O o�
"I +'_ I o��o 'D0� `-4" PERFORATED PVC LATERAL, FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
Z Z SLOPE 1/16"-1/32- PER FT. THE ABSORPTION FIELD.
48'-2"
"1,—LEVEL TRENCH BOTTOM
' N NEW D-BOX 24" MIN. ---INSITU MATERIAL �D
` (IMPERVIOUS LAYER)
-1Pi
-"-- ABSORPTION TRENCH PROFILE
N.T.S.
LO
FILE COPY
NOTES:
III i I CAD FILE NAME
DO NOT INSTALL TRENCH IN WET SOIL ACAD\IMPERIAL\SUNNYSIDE\C-1
` RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. SCALE AS NOTED
o
,
I
END OF ALL DISTRIBUTOR PIPES MUST BE THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS INK. ONLY SEALS IN RED INK
ED
Z 12'-0" PLUGGED UNLESS INTERCONNECTED. SHALL IBERCONSIDERED TRUE ORIGINALS
- - ' - SLOPE DISTRIBUTOR PIPE @ 1/16"-1/32" PER FT. DRAWING TITLE
PLOT PLAN
PLOT PLAN TOWN OF QU S _ E • AND SEPTIC
NOT TO SCALE BUILDING & O °
Reviewed B . DESIGN
Date: NOTES
DRAWING No.
C- 1
i