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GENERAL NOTES
1. THE PROPERTY LINES AND EXISTING CONDITIONS SHOWN HEREON WERE DETERMINED FROM PLANS
AND DEEDS OF RECORD AND AN ACTUAL FIELD SURVEY PERFORMED BY McFariand-Johnson, INC.
DURING SEPTEMBER 2003.
2. ELEVATIONS ARE BASED ON AN ASSUMED DATUM.
3. UTILITY COMPANY AND GOVERNMENTAL AGENCY CONTACTS ARE LISTED BELOW:
* CABLE TELEVISION (CAN) :
EASTERN CONNECTICUT CABLE TELEVISION
61 MYROCK AVE.
WATERFORD, CT 06385
(860) 442-8525
* ELECTRIC:
CONNECTICUT LIMIT & POWER CO. (CL&P)
63R MYROCK AVENUE
WATERFORD, CT 06385
MR. PAUL DIIORIO (860) 447-5787
* TELEPHONE:
SOUTHERN NEW ENGLAND TELEPHONE CO. (SNET)
134 CLIMB ROAD
NORTH WINDHAM, CT 06256
MRS. LORI HOLLOWAY (860) 450-2788
* STORM DRAINAGE
TOWN OF MONTVILLE, DEPARTMENT OF PUBLIC WORKS
225 MAPLE AVE
UNCASVILLE, CT 06382
MR. DONALD BOURDEAU, DIRECTOR OF PUBLIC WORKS (860) 848-7473
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SIZE AND
ELEVATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF ANY CONSTRUCTION. THE ENGINEER
SHALL BE NOTIFIED IN WRITING OF ANY NEW UTILITIES OR UTILITIES FOUND TO INTERFERE WITH THE
PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION SHALL BE AGREED TO BY THE
ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTACTING "CALL BEFORE YOU DIG" (1-800-922-4455) AT LEAST 72 HOURS BEFORE COMMENCING
EXCAVATION OPERATIONS.
5. THE SITE WORK CONSTRUCTION SHALL CONFORM TO THE APPROVED PLANS AND TO THE TOWN OF
MONTVILLE STANDARDS AND SPECIFICATIONS, THE CTDOT FORM 814A STANDARD SPECIFICATIONS FOR
ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION WHERE APPLICABLE AND THE TOWN OF MONTVILLE
WATER DEPARTMENT.
6. ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE RULES AND REGULATIONS OF THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
7. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING,
AND FOR THE FEES ASSOCIATED WITH, ALL NECESSARY LOCAL/STATE CONSTRUCTION PERMITS AND
BONDS FOR THIS PROJECT.
8. APPLICANT/OWNER: SENKOW BUILDERS
9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE.
1 1)' ,
'�.. NOTE:
THIS PROPERTY IS SHOWN AS LOT #1 ON PLANS TITLED:
"RESUBDIVISION PLANS, 132 & 140 FIRE STREET, MONTVILLE, BE STRUCTURE TABLE
CONNECTICUT 06353. PROPERTY OF ROBERT J. & PATRICIA
M. PLIKUS. PREPARED FOR SENKOW BUILDERS. ISSUED FOR 1500 GAL. SEPTIC TANK: SUBDIVISION ZONING COMPLi��NCE CHART
i �i l'"'�• TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION. TOP OF TAN K=154.16WRP_,1 60
DATED DECEMBER 2003, REVISED TO MARCH 8, 2004. BY INVERT IN=153.16 ZONE DISTRICT
CONVENTIONAL LOT SUBDIVISION
} 1 l e MCFARLAND & JOHNSON INC. INVERT OUT= 152.91
{ y`
ITEM REQ. PROVIDED
D -BOX "A":
INVERT IN=150.49 LOT #1
INVERT OUT= 150.32
ai " " LOT AREA 160,000 S.F. 176,174 S.F.
'{',�, ',; `► D -BOX B
` _FRONTAGE 200' 240'
INVERT OUT= 149.25 4 � 't ,.,• '... -,,„,.. SIDE YARD SETBACK 30' 95'
D -BOX "C": FRONT YARD SETBACK 75 300
Q) •r.. S .� INVERT IN=148.05
,� .. �•• 71
INVERT OUT= T= 147.92 REAR YARD SETBACK 75' 260'
9
TEMPORARY SOIL $54.248 MAX. BUILDING HEIGHT 35' 28'
...,
,tl STOCKPILE AREA
..... LINE (TYP)e6. 8® GRAPHIC SCALE
30 0 15 30 60
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H SE ELEVATION TABLE:
.,._ •. 4 DkOOM HOUSE
FIN. 'FL 158.95
`JOP F''ND.=157.95
.. SMT. E�.=150.45
1OP FNIJ,. GARAGE= 159.20
`
F1 N. FL. dARAGET157.20
1 i 0 nnnnnrrn I\LAire, e%r-
TEMPORARY STONE CHECK DAM
NTS
G GRADE
'JTCROP
LEGEND
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COMPACTED GRAVEL
NOTE:
INSTALL TEPPORARY WATER BAR TO DIRECT
RUNOFF TO SWALE ADJACENT TO DR'NEWAY
TEMPORARY WATER BAR
( IN FEET )
1 inch = 30 ft
FINISH GRADE OF DRIVEWAY
SEE DRNEWAY DETAIL
RIPRAP LINED BASIN
(CONSTRUCTED COINCIDENT WITH
DEVELOPMENT OF LOT #2)
BfT DRIVE,
10.1.59
SNET #2351.4
46LF-15"RCP
(CLASS V)
CULVERT
INV, IN=98.65
INV. OUT=98.42
101.19
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STORMSEWER MANHOLE
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SANITARY MANHOLE
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TREES
SEE TABLE
CONTOURS
PERVIOUS STONE BERM
SPOT GRADE
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CHAIN LINK FENCE
NTS
SILT FENCE
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PAVEMENT
TREELIKE
WOOD FENCE,
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MIN. DISTANCE FROM FIRE7-7-
BUILDING
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STREET TO TOP OF SWALE
METAL BEAM RAIL (MBR)
-- '- ---
Finished Grade
LIGHTING
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5'
DRAT NAGE I N LET/OUTLET�-
19'
Fire Street
DRAINAGE PIPE
---------- -i- ---------------
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-6
UNDERGROUND CABLE
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FORCE MAIN
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WATER MAIN/SERVICE
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SANITARY SEWER
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UNDERGROUND TELEPHONE
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OVERHEAD WIRE
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2044 MCFARLAN4-JOHNSON, INC.
These drawings are the property of the Engineer and have been specifically prepared
WATER GATE VALVE
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for the owner of this project, at this site, and are not to be duplicated or used in
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part or whole for any other purpose, project, location or owner without the
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expressed written consent of the Engineer.
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COMPACTED GRAVEL
NOTE:
INSTALL TEPPORARY WATER BAR TO DIRECT
RUNOFF TO SWALE ADJACENT TO DR'NEWAY
TEMPORARY WATER BAR
( IN FEET )
1 inch = 30 ft
FINISH GRADE OF DRIVEWAY
SEE DRNEWAY DETAIL
RIPRAP LINED BASIN
(CONSTRUCTED COINCIDENT WITH
DEVELOPMENT OF LOT #2)
BfT DRIVE,
10.1.59
SNET #2351.4
46LF-15"RCP
(CLASS V)
CULVERT
INV, IN=98.65
INV. OUT=98.42
101.19
SITE
EROSION AND SERI MENTA110N CONTROL PLAN
Newly see e
areas s ou e mu c e o insure a equa e moisture ure or successful turf
NARRATIVE:
CONSTRUCTION SEQUENCE:
(MIN.) 10'
This project involves the development of a residential lot of 176174± sf (4.04± acres) located at 132 Fire
1. Obtain all necessary local, state, and federal approvals.
and to protect against surface movement of sediment -bound agrochemicals
Street, Montville, CT. The parcel of land is zoned WRIP-160. The parcel contains regulated inland wetlands.
2. Clear and grub existing trees and brush within the limits of clearing shown on the plan.
MIN
Development of the lots will not require work within the wetland or the 50 foot regulated buffer.
soil erosion.
Apply good quality straw or hay at a rate of 2 bales/1 000 sq. ft. Other
The proposed residential development of Lot No. 1 includes the installation of driveways, lot grading, house
3. Strip topsoil from driveways and stockpile on-site. Install silt fence around all soil stockpiles.
800-34" BROWN SANDY LOAM
construction and the installation of subsurface sewage disposal systems. Excavation activities associated with
4. Install temporary construction entrances at driveways.
available mulches can be used.Z1,
this work will expose soils to erosion. Predominant upland soil types are Canton and Charlton, Hinkley and
The contractor shall be responsible for preparation of the leaching area by protecting the underlying
6.
Paxton and Montauk, fine sandy loom which are susceptible to erosion, especially along the proposed driveway
5. Install silt fence as shown on the plan.
native soils from overcompaction and siltation.
where relatively steep slopes exist.
Construction activities will begin in the Spring of 2004 and will be completed in the Fall of 2004.
6. Install driveway culvert, temporary sediment basins along Fire Street, staked hayboles at the riprop spread
4'.-Qx :,6
.
4-
Z
aprons and around the Fire Street culvert inlet and begin driveway excavations. Maintain temporary construction
1
The intent of this erosion and sedimentation plan is to minimize the potential for soil erosion and to control
entrances as required. NOTE: Foundation excavation and house site work may begin concurrent with driveway
Ci
sedimentation. This will be achieved through the installation of haybole check dams, temporary sediment
installation.
7.
basins and silt fence, and the careful sequencing of construction activities.
7. Install temporary riprop berms within drainage swale along Fire Street to create temporary sediment basins.
LOAM
Silt fence will be installed down gradient of all construction areas prior to construction. An anti -tracking pad
8. Clean and maintain erosion and sedimentation controls as necessary.
33"-87" GRAY COMPACT
shall be installed prior to clearing and grubbing operations. Topsoil shall be stockpiled on site, surrounded by
091-3" TOPSOIL
to construction.
sediment fence during construction.
9. Rough grade driveway and adjacent drainage swale installation beginning at Fire Street and progressing
It is the intent of these plans to stabilize all disturbed areas as soon as practicable and establish vegetation
upgradient. Immediately install temporary water bars on driveway surface and haybale check dams within the
NO LEDGE
or install the particular cover provided. The Contractor shall attempt to anticipate and correct any problem
drainage swale, and silt fence along the toe of all cut slopes.
8.
areas or failures of the erosion and sedimentation systems.
10. Final grade all cut slopes required for drainage swale and driveway installations. Place topsoil and seed, and
of
18 X 36"
Responsibility for the installation of the erosion and sedimentation protection as identified in this narrative shall
install erosion control netting as required to stabilize slopes.
belong to the applicant/owner. The designated on-site agent shall be responsible for assuring to the Town
11. Stabilize driveway and adjacent swole as soon as practical via paving and placement of riprap. Upon
that actual measures taken comply with the certified plan. When a different individual becomes the designated
stabilization, remove accumulated sediment in temporary basins and remove temporary riprop berms and staked
01# TOPSOIL
-5"
agent, the Town must be notified and assured that the individual is adequately qualified to act as agent.
haybales.
All measures shall be inspected on a weekly basis by the designated on-site agent. The Town Staff will also
12. Remove all construction debris and extraneous materials from site.
inspect these measures at any time the Staff deems necessary. Any failure of the E & S measures shall be
corrected immediately and any erosion or sedimentation beyond these limits shall be removed to the
13. Complete rough grading of house sites, place topsoil, seed and mulch until disturbed areas are stabilized.
satisfaction of the Town Staff.
The E & S measures on the entire site shall remain in place, inspected by the on-site agent, and maintained
14. Remove erosion measures after all disturbed areas are permanently stabilized.
by the Contractor until the Inland Wetlands Officer is satisfied that the associated site has been stabilized.
C0b1STI3QQDQbI NOTES:
SEEDING GUIDELINE
Final stabilization of all disturbed areas, unless otherwise noted, shall be loomed and seeded. Loom
1. All existing utilities are approximate only. It is the responsibility of the Contractor to verify all locations
"CALL
shall be placed at a minimum compacted depth of 4". Recommended seeding dates for permanent
prior to construction. BEFORE YOU DIG" is to be notified prior to any construction. (800-922-4455).
vegetation shall be between April 1 through June 15 and August 15 through September 15. Temporary
2. The Contractor is responsible for obtaining all applicable construction permits, prior to construction, from
vegetative measures shall consist of an annual or perennial rye grass with recommended seeding dates
the Montville Public Works Department and the Montville Zoning Enforcement Officer along with any other
being from March 1 through June 30 and August 1 through October 15.
applicable agencies. All agencies shall be notified at least 48 hours prior to construction.
Evaluate Proposed Cover Mgteda
Before spreading proposed cover material over the designated area, obtain a representative soil
3. The Contractor is responsible for verifying all distances and locations and quantities as depicted on the
sample and submit to a reputable soil testing laboratory for chemical and physical analysis. This
approved site plan. If there are any discrepancies, the engineer shall be notified prior to any construction
preliminary test is necessary to determine the required inorganic and/or organic amendments that
modifications.
are needed to assist in establishing the seed mixture in an environmentally and economically sound
manner. The results will give the cover material characteristics such as pH and fertilization needs.
4. The E & S Narrative contained in these plans are considered part of the design of this site and shall be
These results shall be kept on-site by the contractor and available for review by the Town.
consulted as construction details.
522d Bad Progmtkn
5. All erosion and sedimentation control measures applicable to a given area of construction shall be in place
Proposed cover material should be spread evenly over the site area in a minimum 4" lift via
bulldozer/bucket loader. Using the information from the soil analysis, carefully calculate the
and approved by the Town Staff prior to the commencement of work in that area.
quantities of limestone and pre -plant fertilizer needed prior to applying. Pre -plant amendments
6. All upland areas shall be finish graded with 4* of topsoil and seeded as delineated in the Seeding
can be applied with a broadcast and/or drop seeder and incorporated with an offset disk, York
Guidelines.
rake, and/or hand rake. After incorporating the pre -plant soil amendments, the seed bed should
be smooth and firm prior to seeding. The following seed mixtures shall be used as noted:
7. The E & S Narrative contained in these plans has been developed with the understanding that the
Seed Mixture
development of both lots will be concurrent.
Species Agriety lb2/grr
SEPTIC DESIGN NOTES
Creeping Red Fescue 20
Kentucky Bluegrass 20
1. The septic system is to be constructed according to the Connecticut Public Health code regulations and
Perennial Ryegrass 5
technical standards for subsurface sewage disposal systems.
Seed Time and Method
The preferred time for seeding the cool season mixture is late summer. Soil and air temperatures
22 -1
. The proposed septic system will service a proposed 3 bedroom house with a large tub. The percolG'� ' '001
are ideal for seed germination and seedling growth. Weed competition is reduced because seeds of
test yielded a rate of 4 minutes per inch. This requires 660 sf of effective leaching area. The proposed
many weed species germinate earlier in the growing season. Additionally, herbicide use is greatly
septic system is as follows:
educed. However, seeding may be done at any of the above noted times.
1,500 gallon septic tank and 6 rows 0 37 LF of 18' x 36" leaching trenches by serial distribution.
Leaching area provided= 222 LF x 3.0 SF/LF= 666 SF of effective leaching area. A 1009
Mulchin
d d h Id b l h d t d t
SITE
50'
Newly see e
areas s ou e mu c e o insure a equa e moisture ure or successful turf
20-
B. Strip topsoil in area of and 5 feet surrounding primary septic system.
(MIN.) 10'
not applicable to this site.
establishment
and to protect against surface movement of sediment -bound agrochemicals
and
FINISHED GRADE
MIN
system.
soil erosion.
Apply good quality straw or hay at a rate of 2 bales/1 000 sq. ft. Other
S),
MIN. APPROVED,'
800-34" BROWN SANDY LOAM
3. Proposed house sewer shall be cost iron pipe or PVC Schedule 40 ASTM D 1785. All other sewer pipe
O Z-0
available mulches can be used.Z1,
.
2" MIN CKRLL
The contractor shall be responsible for preparation of the leaching area by protecting the underlying
6.
for the septic system shall be 4" PVC ASTM D3033 OR D3034 with rubber compression gasket bell and
5 Q
or Y
native soils from overcompaction and siltation.
A .
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spigot or approved equal.
TEST HOLE
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4. There are no wells within 75 LF of the septic system.
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7.
All existing utilities are approximate only. It is the contractor's responsibility to verify all locations
0 0 0 D 0
0 01 0- 0 0 0
0 0 0 C) C, D 0 0 C,
LOAM
10. A Connecticut licensed land surveyor shall stake the locations of the house and septic system prior
33"-87" GRAY COMPACT
prior to construction. "CALL BEFORE YOU DIG" shall be notified prior to any construction
091-3" TOPSOIL
to construction.
=_ if
(1-800-922-4455).
PLAN VIEW
SITE 50'
(MIN.) EXISTING
4"(MIN.)-i PAVEMENT
3' 5. 7
-) -
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? � %- 5 -, �" ? -,, _- ,'A
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W
FILTER MOUNTABLE BERM
FABRIC
1?" CRUSHED STONE
CROSS-SECTION
1. ENTRANCE WIDTH SHALL, BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT
LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS.
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH
SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT
OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,
DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE
REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED.
PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED.
TEMPORARY CONSTRUCTION EXIT
36
LEACHING TRENCHES
1 9' ON CENTER
4* INLET -
PROPOSED GRADE, 8"
LOAM & SEED, GRADE
TO PREVENT PONDING
"NON -WOVEN" 3/4
T
APPROVED
FABRIC FILTER
1 SIZE BROKEN STONE
reserve area s provided. Test pit data demonstrates the absence of restrictive layers; therefore MLSS is
Newly see e
areas s ou e mu c e o insure a equa e moisture ure or successful turf
B. Strip topsoil in area of and 5 feet surrounding primary septic system.
NO MOTTLING, NO WATER,
not applicable to this site.
establishment
and to protect against surface movement of sediment -bound agrochemicals
and
FINISHED GRADE
0
system.
soil erosion.
Apply good quality straw or hay at a rate of 2 bales/1 000 sq. ft. Other
S),
MIN. APPROVED,'
800-34" BROWN SANDY LOAM
3. Proposed house sewer shall be cost iron pipe or PVC Schedule 40 ASTM D 1785. All other sewer pipe
commercially
available mulches can be used.Z1,
.
2" MIN CKRLL
The contractor shall be responsible for preparation of the leaching area by protecting the underlying
6.
for the septic system shall be 4" PVC ASTM D3033 OR D3034 with rubber compression gasket bell and
native soils from overcompaction and siltation.
A .
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spigot or approved equal.
TEST HOLE
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0;� 71 C);� C o 0 0100�
,00000000+D0000,0 0 0 ID 0C)"
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4. There are no wells within 75 LF of the septic system.
TiViUST PIT AND PERCOLATION DATA:
C�
000C,D000 6DC)00,>O�
0
0 0 0 0 0 0 0 0 0 0 0000000
0 0 0 0 �D 0 0 0 0
0 0 0
0 0 01 1 0 0
10 0 0 0 0 0 12 (MIN) �8:�`C. 0 0
18" 0 C 0 0 0 0 0 0 IDx-,0°000`
�D
0N$-8" TOPSOIL
7.
All existing utilities are approximate only. It is the contractor's responsibility to verify all locations
0 0 0 D 0
0 01 0- 0 0 0
0 0 0 C) C, D 0 0 C,
LOAM
4* INLET -
PROPOSED GRADE, 8"
LOAM & SEED, GRADE
TO PREVENT PONDING
"NON -WOVEN" 3/4
T
APPROVED
FABRIC FILTER
1 SIZE BROKEN STONE
TRENC
27
-100
GRAY COMPACT SANDY TILL TELEPHONE CONDUITS
in
NO MOTTLING, NO WATER, NO LEDGE (MIN. 4" PVC SCH 40)W
W'HERE APPLICABLE
rn (1 ACTIVE, 1 SPARE
NTS
INSTALL PULL BOXES
PER LOCAL UTILITY
REQUIREMENTS
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3 PLACES
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(4) 18-0 CAST
CONCRETE COVER
(TYP.)
PLAN
NOTES:
1. CONCRETE 4,500 PSI 28 DAYS
2. JOINTS SEALED WITH 3/4' DIA. BUTYL RUBBER
3. 4" PVC INLET & OUTLET BAFFLE SUPPLIED BY DEWEY'S PRECAST, INC.
4. 4" L.P. PVC PIPE SEAL - TYP. (4) PLACES
OUTLET
5. COVER TO BE PLACARD DANGER GAS DO NOT ENTER.
6. SEPTIC TANK SHALL MEET REQUIREMENTS OF ASTM C-1227-95.
7. NON -BY-PASS EFFLUENT FILTER SHALL BE INSTALLED AT THE OUTLET PER
CONECTICUT PUBLIC HEALTH CODE TECHNICAL STANDARDS, APPENDIX B.
18"
OUTLET
=
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5.
There shall be no cuts within 50 LF of the downhill side of the system or within 25 LF of the sides of
DROP RATE
B. Strip topsoil in area of and 5 feet surrounding primary septic system.
NO MOTTLING, NO WATER,
the system. There shall be no stumps or boulders buried within 50 LF of the downhill side of the
NOTE
APPROVED FILL
18" MIN. TO GROUNDWATER
FINISHED GRADE
0
system.
PERC AND TEST PIT DATA PROVIDED BY THE UNCASVILLE
(AS REQUIRED)
PERF. P V.C. OR MOTTLING
�HOLES DOW- N)
800-34" BROWN SANDY LOAM
HEALTH DISTRICT OCTOBER 21, 2003
34"-90" SAND AND GRAVEL
The contractor shall be responsible for preparation of the leaching area by protecting the underlying
6.
Should any significant variations from test hole data shown (ledge, water, mottling, soil type) be
native soils from overcompaction and siltation.
48" MIN. TO LEDGE
discovered by the contractor, the Engineer shall be notified prior to construction of the system.
TEST HOLE
9. A permit from the UncasAle Health Department is required prior to construction of the
TEST HOLE #
system.
0N$-8" TOPSOIL
7.
All existing utilities are approximate only. It is the contractor's responsibility to verify all locations
8"-33" BROWN SANDY
LOAM
10. A Connecticut licensed land surveyor shall stake the locations of the house and septic system prior
33"-87" GRAY COMPACT
prior to construction. "CALL BEFORE YOU DIG" shall be notified prior to any construction
091-3" TOPSOIL
to construction.
=_ if
(1-800-922-4455).
3"-30" BROWN SANDY LOAM
NO LEDGE
11. Contractor shall provide record plans of the sewage disposal system, as built, to the Uncasville
8.
Site preparation procedure:
30"-49" GRAY COMPACT SANDY TILL
of
18 X 36"
LEACHING TRENCH
A I t ll it f f di t ti t l h
" "
10
TRENC
27
-100
GRAY COMPACT SANDY TILL TELEPHONE CONDUITS
in
NO MOTTLING, NO WATER, NO LEDGE (MIN. 4" PVC SCH 40)W
W'HERE APPLICABLE
rn (1 ACTIVE, 1 SPARE
NTS
INSTALL PULL BOXES
PER LOCAL UTILITY
REQUIREMENTS
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8.5
1 N LET (TYP.)
3 PLACES
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j` j
fI
LX - I L
(4) 18-0 CAST
CONCRETE COVER
(TYP.)
PLAN
NOTES:
1. CONCRETE 4,500 PSI 28 DAYS
2. JOINTS SEALED WITH 3/4' DIA. BUTYL RUBBER
3. 4" PVC INLET & OUTLET BAFFLE SUPPLIED BY DEWEY'S PRECAST, INC.
4. 4" L.P. PVC PIPE SEAL - TYP. (4) PLACES
OUTLET
5. COVER TO BE PLACARD DANGER GAS DO NOT ENTER.
6. SEPTIC TANK SHALL MEET REQUIREMENTS OF ASTM C-1227-95.
7. NON -BY-PASS EFFLUENT FILTER SHALL BE INSTALLED AT THE OUTLET PER
CONECTICUT PUBLIC HEALTH CODE TECHNICAL STANDARDS, APPENDIX B.
18"
OUTLET
=
I�
ns a s encs or se men a on con ro as s own on plan,
LEDGE AT 49 -75
DROP RATE
B. Strip topsoil in area of and 5 feet surrounding primary septic system.
NO MOTTLING, NO WATER,
((I.25INCH) (MIN/INCH)
C. Install trenches per plan.
TEST HOLE #6
FINISHED GRADE
0
D. Place and compact fill material as shown on the grading plan.
Oov-8" TOPSOIL
13.50 10
800-34" BROWN SANDY LOAM
E. Install 4" of loam, grade to prevent ponding and seed with gross to stabilize.
34"-90" SAND AND GRAVEL
The contractor shall be responsible for preparation of the leaching area by protecting the underlying
NO MOTTLING, NO WATER,
NO LEDGE
native soils from overcompaction and siltation.
TEST HOLE
9. A permit from the UncasAle Health Department is required prior to construction of the
system.
0N$-8" TOPSOIL
8"-33" BROWN SANDY
LOAM
10. A Connecticut licensed land surveyor shall stake the locations of the house and septic system prior
33"-87" GRAY COMPACT
SANDY TILL
to construction.
=_ if
NO MOTTLING, NO WATER,
NO LEDGE
11. Contractor shall provide record plans of the sewage disposal system, as built, to the Uncasville
0
Department of Health.
TEST HOLE #
10
01# TOPSOIL
-5"
5"-27" BROWN SANDY
" "
LOAM
TRENC
27
-100
GRAY COMPACT SANDY TILL TELEPHONE CONDUITS
in
NO MOTTLING, NO WATER, NO LEDGE (MIN. 4" PVC SCH 40)W
W'HERE APPLICABLE
rn (1 ACTIVE, 1 SPARE
NTS
INSTALL PULL BOXES
PER LOCAL UTILITY
REQUIREMENTS
Li
U
Z
J
U
_J
<
Q
to
M
Z
M
9 -9
8.5
1 N LET (TYP.)
3 PLACES
r
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fI
LX - I L
(4) 18-0 CAST
CONCRETE COVER
(TYP.)
PLAN
NOTES:
1. CONCRETE 4,500 PSI 28 DAYS
2. JOINTS SEALED WITH 3/4' DIA. BUTYL RUBBER
3. 4" PVC INLET & OUTLET BAFFLE SUPPLIED BY DEWEY'S PRECAST, INC.
4. 4" L.P. PVC PIPE SEAL - TYP. (4) PLACES
OUTLET
5. COVER TO BE PLACARD DANGER GAS DO NOT ENTER.
6. SEPTIC TANK SHALL MEET REQUIREMENTS OF ASTM C-1227-95.
7. NON -BY-PASS EFFLUENT FILTER SHALL BE INSTALLED AT THE OUTLET PER
CONECTICUT PUBLIC HEALTH CODE TECHNICAL STANDARDS, APPENDIX B.
18"
OUTLET
=
I�
I
I d
DROP RATE
(MIN)
((I.25INCH) (MIN/INCH)
GAS DEFLECTOR -J
OUTLET
LIFTING
GROOVE
ELEVATION
1,500 GAL. SE?T1C TANK DETAIL
NTS
V-3 1/2"
UD 2- 2 1/2
6 (3) 40 oun-F-TS
V-4
. . . . . .
2
SLOPE TO SUIT SOIL
CONDITION IN ACCORDANCE
WITH STATE AND FEDERAL
REGULATIONS
BACKFILL PER
1. CONCRETE MINIMUM STRENGTH 4,000 PSI
SITEWORK
0 28 DAYS SPECIFICATIONS
2. STEEL REINFORCEMENT - ASTM A-615 GR.
TYPICAL PIPES
6(-1, A-185, OR A-497, 1" MIN. COVER
OR CONDUITS
3. DESIGN LOADING LIGHT DUTY
BEDDING PER
SITEWORK
SPECIFICATIONS
22' WIDE AREA TO BE CLEARED OF ALL OBSTRUCTIONS
12'
UNDISTURBED
COMPACTED BACKFILL
74- PER SPECIFICATION
11 FINISH COURSE OF 2" OF CLASS 2 BIT. CONC.
EARTHWORK
OR LEAN CONCRETE 4* COMPACTED PROCESSED GRAVEL
FOR TRENCHING SEE DETAIL
8" BASE OF BANK RUN GRAVEL (5* minus)
LEAN CONC
DUCT BANK EXISTING UNDISTURBED SUBBASE
RED COLORED
NOTE:
CONTRACTOR SHALL CLEAR 15' VER71CAL
ABOVE PROPOSED DRIVEWAY.
ELECTRICAL CONDUIT
WHIERE
N. 'APPLICABLE PVC SCH 40.)
C:
TWIr.Ai npiVPWAY rPn4Zq q;78`g%`gnnN
CONDUIT AS REQUIRED.) _6" (MIN)
NOTE: (TYP)
PERC AND TEST PIT DATA PROVIDED BY THE UNCASVILLE
HEALTH DISTRICT OCTOBER 21, 2003
SEPARATION DIMENSION TO BE VERIFIED
WITH LOCAL UTILITY COMPANY REQUIREMENTS
0 PERC NO. 2 FOR TEST PITS 5 TO 8
INSTALI "PULL BOXES ON RUNS EXCEEDING (4)
90* BENDS PER NEC STANDARDS.
0
0
27 17.00 10 LITY TRENCH ELECTRIC/TELEPHONE
2004 McFARLAND-JOHNSON, INC. 42 19.25 10
U) These drawings are the property of the Engineer and have been specifically prepared 49 21.00
for the owner of this project, at this site, and are not to be duplicated or used in N.T.S.
part or whole for any other purpose, project, location or owner without the
expressed written consent of the Engineer.
NTS
uINRIIES
G�
FINISHED GRADE
7, �11`1171_
0
1 Z
0
UTILITY WARNING
TAPE
0
in VERTICAL
-DEPTH W/O
SHORING
6
MIN
TRENCH AS SHOWN
ON PLANS
TYPICAL TRENCH
N.T.S.
SYNTHETIC FABRIC FILTER
FENCE (ENVIROFENCE BY
MIRAF1 OR APPROVED EQUAL)
WOOD POST (TYP.)
GRADE
UNDISTURBED
12' MIN. .....
GROUND
DEPTH
EXCAVATE 6*x 6" TRENCH
ON UPSLOPE SIDE OF
WOOD POSTS
SILT FENCE DETAIL
REV DATE f DESCRIPTION BY
SCALE:
McFARLAND - JOHNSON, INC.
- DRAWN:
> 400 BAY ONE7 STFL=.-.T SUITE 301 NEW LONDON, CT 06320
PHONE (86G) 447-2844 2844 FAX (860) 447-1622 CHECKED:
PREPARED FOR
SENKOW BUILDERS
132 FIRE STREET, MONTVILLE, CT
LOT #1
wig
NOTES AND DETAILS
N.T.S. DESIGN: ACG SHEET:
ACG PROJECT:
16274.01 2 o f
TIME
DROP RATE
(MIN)
((I.25INCH) (MIN/INCH)
0
10
13.50 10
0
27 17.00 10 LITY TRENCH ELECTRIC/TELEPHONE
2004 McFARLAND-JOHNSON, INC. 42 19.25 10
U) These drawings are the property of the Engineer and have been specifically prepared 49 21.00
for the owner of this project, at this site, and are not to be duplicated or used in N.T.S.
part or whole for any other purpose, project, location or owner without the
expressed written consent of the Engineer.
NTS
uINRIIES
G�
FINISHED GRADE
7, �11`1171_
0
1 Z
0
UTILITY WARNING
TAPE
0
in VERTICAL
-DEPTH W/O
SHORING
6
MIN
TRENCH AS SHOWN
ON PLANS
TYPICAL TRENCH
N.T.S.
SYNTHETIC FABRIC FILTER
FENCE (ENVIROFENCE BY
MIRAF1 OR APPROVED EQUAL)
WOOD POST (TYP.)
GRADE
UNDISTURBED
12' MIN. .....
GROUND
DEPTH
EXCAVATE 6*x 6" TRENCH
ON UPSLOPE SIDE OF
WOOD POSTS
SILT FENCE DETAIL
REV DATE f DESCRIPTION BY
SCALE:
McFARLAND - JOHNSON, INC.
- DRAWN:
> 400 BAY ONE7 STFL=.-.T SUITE 301 NEW LONDON, CT 06320
PHONE (86G) 447-2844 2844 FAX (860) 447-1622 CHECKED:
PREPARED FOR
SENKOW BUILDERS
132 FIRE STREET, MONTVILLE, CT
LOT #1
wig
NOTES AND DETAILS
N.T.S. DESIGN: ACG SHEET:
ACG PROJECT:
16274.01 2 o f