HomeMy WebLinkAboutPlanSPIK
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RIGHT OF WAY
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FILTER I
FABRIC ANGLE 10' UP SLOPE
FOR STABILITY AND
POST SELF CLEANING
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COMPACTED N o
BACKFILL
SILT FENCE
NOT TO SCALE
2X2 5/8 16 GA.
WIRE MESH
1 1/2 " /2"
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EROSION AND SEDIMENT CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED,
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6.) THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETATIVE COVER PLANTING SCHEDULE
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 S.F. APRIL 1 - JUNE 15
AUGUST 1 - SEPTEMBER 15
STRAW/HAY 70-90 Ibs, FREE FROM WEEDS
AND COARSE MATTER
SEED MIXTURE:
WOOD CHIPS 185-275 Ibs. FREE OF COARSE MATTER 45% RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
I 121bs NITROGEN / TON 10% PERENNIAL RYE
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STANDARD D -60X
NOT TO SCALE
TESTHOLE DATA
PER UNCAS HEALTH DISTRICT - DATED: 04/01/2002
TESTHOLE # 1
0"-2" TOPSOIL
2"-142" MED TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #2
0"-4" TOPSOIL
4"-100" MED TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
160.11TESTHOLE 13
0"-18" TOPSOIL
#3 18"-52" SUBSOIL
52"-83" SAND AND GRAVEL
/ LIFTING HANDLES
NO LEDGE, NO WATER, NO MOTTLING
PROPOSED ' r
SPIKE WELL �, p0 0�` '
FND. r' o r ' 12" OF BACKFILL 1' BROKEN STONE
(
,F\��\��\�' TESTHOLE #4
PRO
TP % % r' \ \ \ \/\/\/\/\/ /\� 0 „-13" TOPSOIL
// \/\/\/\/ \/
S• t i I' , j\\/\\/\\/\/\/\/\ \/\/\ \/ 13"-37" SANDY SUBSOIL
S ; / r 4 / / /', / / / / / / /
A4o'/ \\�K\\�\,�\\ \\ik\/\\�\\� /\\\\\// \\\%; 37"-93" MED TO COARSE SAND
f �"? \ 406 p ff � /
o I / / O NO LEDGE, NO WATER, NO MOTTLING
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PERCOLATION—RATE
` 6 1/8 PER UNCAS HEALTH DISTRICT — DATED: 04/01/2002
4 t ��
c,� l' 6� .r 500 GALLO O
3g PERCOLATION RATE: PERC #1 = 28 SECONDS / INCH
SEPTIC TA N !
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_ .� �':::: R=211 50' MAP REFERENCE
\\ \ TOPso�t..... j DELTA = 14• 01' 24"
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ST0CKPa1.U•',/ PROPERTY SURVEY PL�,N PREPARED FOR SAINT THOMAS MORE, INC., COTTAGE
L=51,77'%%
CHORD =SOUTH 00' 35' 49" WEST 51.64' 8 ROAD, MONTVILLE, CONNECTICUT, BY GME/CPK DESIGN GROUP, NORWICH,
REBAR / 96 6" o a CONNECTICUT. DATED: 45/1 B/2002,
_.
FOOTIN �., \ 14 1/2' DESIGN DATA
row►~PERCOLATION RATE = 28 SECONDS/INCH
/-s 1 T 10'21 " W 17 3/8"
5 BEDROOM RESIDENCE REQUIRES 825 SF OF LEACHING AREA
11101. \11' `'� �O 29 PROVIDE 23 4' X 4' X 4' GALLERIES
u' `' ~`TROVIDE A CONTINUOUS NE �► EFFECTIVE LEACHING AREA = 846 SF
/ \,l OF SILTFENCE. MAI AIN o \ 34 3/4 PROVIDE A 1500 GALLON 2 -COMPARTMENT TANK
TIROUGHOUT CONSTRU ON.
\ M,L.S.S. REQUIRED = N/A
t� D �'L) GALLERY
i � � M.L.S.S. PROVIDED = 92'
CROSS SECTION
�y o NOT TO SCALE
60' FRONTYARD \ PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS
SETBACK EXISTING
N WELL 1.) REMOVE AND STOCKPILE TOPSOIL.
\ 0 2.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE.
N
3.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO
GA R D E w0 0 �' PROVIDE THE DESIRED LENGTH.
. oot 4.) RUN PIPE THROUGH INLET END PLATE (PIPE DOES NOT EXTEND
I
10'- 6" ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE
SURVEY CLOSING LINE KNOCKOUT INLET AND 5.) PLACE FILTER FABRIC ON TOP" OF STONE OVER ENTIRE SYSTEM.
(RFFFRFNCF MAP A11 � i •.._ t.._ � OUTLET OPENINGS 6.) REPLACE TOPSOIL, SEED & MULCH.
QUALITY CONTROL CERTIFICATION
GROUP REVI WED DATE
PROJECT MANAGER r t A
SURVEY Y
ENVIRONMENTAL
CIVIL
STRUCTURAL
ARCHITECTURAL
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CAST CONCRETE COVERS
PLAN
CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 59" 56"
PROVIDE RISERS TO WITHIN
4 x 4 12.6/12.6 6 x 6 6/6 GA. 12" OF FINISHED GRADE
GA. WIRE MESH WIRE MESH 'AT INLET AND OUTLET
4„ PROVIDE OUTLET FILTER
i-POLYLOK PL --122
CROSS SECTION
125011500 GALLON
2 _COMPARTMENT SEPTIC TANK
NOT TO SCALE
NOTES
1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS.
2.) BASE FOR LEVELS: ngvd 1929.
3.) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
SURVEYOR LICENSED IN THE 'STATE: OF CONNECTICUT.
4.) LOT AREA = 2.77 t ACRES
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
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-I- TEST HOLE 40' 20' 0 40'
DATE: 9/27/2002
412 INVERT ELEVATION GRAPHIC SCALE IN FEET
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-I- TEST HOLE 40' 20' 0 40'
DATE: 9/27/2002
412 INVERT ELEVATION GRAPHIC SCALE IN FEET
SCALE: 1 " = 40'
SHEET, 1 OF 1