HomeMy WebLinkAboutSubdivision Plan 102019OWNER
WALTER N. WAINWRIGHT, JR
149 GREAT NECK ROAD
WATERFORD, CT 06385
APPLICANT
SUNMAR / RAF BUILDERS, LLC
511 MOHEGAN AVENUE PARKWAY
QUAKER HILL, CT 06375
PROPERTY INFO:
ADDRESS: 1100 EAST LAKE ROAD
MONTVILLE ASSESORS MAP 7 -LOT 32-10
AREA: 72.39 ACRES
OWNER: WALTER N. WAINWRIGHT, JR
DEED REFERENCE: VOLUME 633 -PAGE 170
SUBDIVISION PLAN
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1100 EAST LAKE RD
MONTVILLE, CT
OCTOBER.,.?019
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25 Apple Lane Colchester CT. 06415 INSPECTION.I HAVE DELINEATED THE INLAND WETLANDS & AS --NOTE
pp WATERCOU SES AS SHOWN ON THIS PLAN. Alm T B SE
Phone & Fax (860) 267-5979 UR
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MARK H. SULLIVAN, C.P.S.S. DATE RICHARD A. DESCHAMPS
SHEET NO._ DESCRIPTION
1 COVER SHEET
2 BOUNDARY - LOT LAYOUT & TOPOGRAPHY
3 CONCEPTUAL DEVELOPMENT PLAN - LOTS 192,3,4
4 CONCEPTUAL DEVELOPMENT PLAN - LOTS 5,6,798
5 CONCEPTUAL DEVELOPMENT PLAN - LOT 9
6 NOTES - DETAILS - E & S CONTROLS
7 SOILS DATA & SANITARY INFORMATION
IELIEF, HIS MAP IS SUBSTANTIALLY CORRECT
ISN VALID WITHOUT A LIVE SIGNATURE
0 THE RVEYOR HEREON.
L.S.#70019
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APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN OR SECRETARY DATE
APPROVED BY THE TOWN OF MONTVILLE INLAND WETLANDS
WATERCOURSE COMMISSION
CHAIRMAN OR SECRETARY DATE
APPROVED BY THE UNCAS HEALTH DISTRICT
SIGNATURE DATE
DATE OF COMPLETION OF ALL WORK
SIGNATURE DATE
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAV BEEN
CONSIDERED IN DEVELOPMENT OF THIS PLAN
SIGNATURE DATE
2gp
T RC"'PVTI-
280' LINE OF SIGHT (TYP.) 280' LINE OF SIGHT (TYP.) PAVED DRIVEWAY APRON
25 MPH SPEED LIMIT) / TO STREETLINE (TYP.)
VOL. VOLUME
v
PG. PAGE
PROPOSED WELL
N/F NOW OR FORMERLY
S.F. SQUARE FEET
DHDH DRILL HOLE
MON MONUMENT
IPIN IRON PIN
REC. RECOVERED
SNET SOUTHERN NEW ENGLAND TELEPHONE
STONE WALL
330- - - EXISTING CONTOUR
v PROPOSED CONTOUR
PROPOSED WELL
u- - - -u- - PROPOSED UTILITIES
PROPOSED SILT FENCE BARRIER
FD PROPOSED FOOTING DRAIN
D DECK
IRON PIN OR DRILL HOLE TO BE SET
MONUMENMT TO BE SET
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D A. DESCHAMPS
THIS MAP IS SUBSTANTIALLY CORRECT
OT VALID WITHOUT A LIVE SIGNATURE
SURVEYOR HEREON.
L.S. #700 DATE
N/F
JOSEPH AQUITANTE, JR.
VOL. 249 PG. 731
N/F
ALBERT E. MENCARELLI
VOL. 489 PG. 1043
LOT DEVELOPMENT NOTES:
1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT
PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION.
ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS
FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION.
2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN.
3. ALL PROPOSED UTILITY CONNECTION SHALL BE COORDINATED WITH THE
GOVERNING UTILITY AUTHORITY.
4. ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREETLINE.
DRIVEWAYS GRADED OVER 10% SHALL BE PAVED.
5. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT.
A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OF
LOT DEVELOPMENT.
6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN.
7. ALL VEGETATION BETWEEN THE FACE OF STONE WALL AND THE WESTERLY EDGE
OF EAST LAKE ROAD IS TO BE REMOVED.
FR F,F, ,qPT ,TT LOT
1609995 S.F.-L
3.70± AC.)
NOT PART OF,SUBDIVISION)
J J
WL#130
280' LINE OF SIGHT (TYP.)
25 MPH SPEED LIMIT)
PAVED DRIVEWAY APRON
TO STREETLINE (TYP.)
LOT DEVELOPMENT NOTES:
1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT
PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION.
ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS
FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION.
2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN.
3. ALL PROPOSED UTILITY CONNECTION SHALL BE COORDINATED WITH THE
GOVERNING UTILITY AUTHORITY.
4. ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREETLINE.
DRIVEWAYS GRADED OVER 10% SHALL BE PAVED.
5. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT. CLEAR ALL VEGETATION, STONEWALLS AND GRADE A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OFTONEWSTREETLINEALONGEASTLAKEROADASLOTDEVELOPMENT.
REQUIRED TO ACHIEVE 280'
6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN. SIGHT DISTANCES (TYP.)
7. ALL VEGETATION BETWEEN THE FACE OF STONE WALL AND THE WESTERLY EDGE
OF EAST LAKE ROAD IS TO BE REMOVED.
Jr\
SNET #NET CROSS CULVERT IS NOT IN USE AND PROVIDE DRIVEWAY CROSS CULVERTAPPEARSTOBEABANDONED36LF-15" RCP W/ FLARED END UNITS2
2$0'80,
1 & 80SF OF MODIFIED RIP -RAP
ON EACH SIDE
PROVIDE NON -TRACKING
CONSTRUCTION ENTRANCE
TYP.) (SEE DETAIL)
I
1
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i
VOL. VOLUME
PG.
r
i
r
i
SQUARE FEET
DH DRILL HOLE
r
MONUMENT
i
IRON PIN
i
RECOVERED
SNET SOUTHERN NEW ENGLAND TELEPHONE
STONE WALL
FR F,F, ,qPT ,TT LOT
1609995 S.F.-L
3.70± AC.)
NOT PART OF,SUBDIVISION)
J J
WL#130
280' LINE OF SIGHT (TYP.)
25 MPH SPEED LIMIT)
PAVED DRIVEWAY APRON
TO STREETLINE (TYP.)
LOT DEVELOPMENT NOTES:
1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT
PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION.
ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS
FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION.
2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN.
3. ALL PROPOSED UTILITY CONNECTION SHALL BE COORDINATED WITH THE
GOVERNING UTILITY AUTHORITY.
4. ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREETLINE.
DRIVEWAYS GRADED OVER 10% SHALL BE PAVED.
5. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT. CLEAR ALL VEGETATION, STONEWALLS AND GRADE A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OFTONEWSTREETLINEALONGEASTLAKEROADASLOTDEVELOPMENT.
REQUIRED TO ACHIEVE 280'
6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN. SIGHT DISTANCES (TYP.)
7. ALL VEGETATION BETWEEN THE FACE OF STONE WALL AND THE WESTERLY EDGE
OF EAST LAKE ROAD IS TO BE REMOVED.
Jr\
SNET #NET CROSS CULVERT IS NOT IN USE AND PROVIDE DRIVEWAY CROSS CULVERTAPPEARSTOBEABANDONED36LF-15" RCP W/ FLARED END UNITS2
2$0'80,
1 & 80SF OF MODIFIED RIP -RAP
ON EACH SIDE
PROVIDE NON -TRACKING
CONSTRUCTION ENTRANCE
TYP.) (SEE DETAIL)
IVOL. VOLUME
PG. PAGE
N/F NOW OR FORMERLY
S.F. SQUARE FEET
DH DRILL HOLE
MON MONUMENT
IPIN IRON PIN
REC. RECOVERED
SNET SOUTHERN NEW ENGLAND TELEPHONE
STONE WALL
330— — — EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED WELL
ul — — u. — PROPOSED UTILITIES
PROPOSED SILT FENCE BARRIER
FD PROPOSED FOOTING DRAIN
DECK
IRON PIN OR DRILL HOLE TO BE SET
Mi ONUMENMT TO BE SET
tktj r®t r
t,. IQEsc? ,
W
BE F, HIS MAP IS SUBSTANTIALLY CORRECT
iIS NIA IS N T VALID WITHOUT A LIVE SIGNATURE
SEAL FNHE URVEYOR HEREON.
tilt%
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DESCHAMPS L.S. #70019 DA
PT#4
THS D
LEGEND:
VOL. VOLUME
PG. PAGE
N/F NOW OR FORMERLY
S.F. SQUARE FEET
DH DRILL HOLE
MON MONUMENT
IPIN IRON PIN
REC. RECOVERED
SNET SOUTHERN NEW ENGLAND TELEPHONE
STONE WALL
330— — — EXISTING CONTOUR
30 PROPOSED CONTOUR
PROPOSED WELL
PROPOSED UTILITIES 5 •
it
PROPOSED SILT FENCE BARRIER v cn:
FD PROPOSED FOOTING DRAIN TONY KNW E LIEF, MAP IS SUBSTANTIALLY CORRECT
AS '90, TE*' IS OT VALID WITHOUT A LIVE SIGNATURE
DECK AL OFTH SURJEYOR HEREON.
IRON PIN OR DRILL HOLE TO BE SET I fPfiliifittiA t /
MONUMENMT TO BE SET
RICHARb A. DESCHAMPS L.S. #70019 , ATE ;
LOT DEVELOPMENT NOTES:
1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT
PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION.
ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS
FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION.
2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN,
3. ALL PROPOSED UTILITY CONNECTION SHALL BE COORDINATED WITH THE
GOVERNING UTILITY AUTHORITY.
4. ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREETLINE.
DRIVEWAYS GRADED OVER 10% SHALL BE PAVED.
5. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT.
A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OF
LOT DEVELOPMENT.
6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN.
7. ALL VEGETATION BETWEEN THE FACE OF STONE WALL AND THE WESTERLY EDGE
OF EAST LAKE ROAD IS TO BE REMOVED.
EROSION AND SEDIMENT CONTROL REPORT:
SUBDIVISION PLAN
PREPARED FOR
SUNMAR / RAF BUILDERS, LLC
1100 EAST LAKE ROAD
MONTVILLE, CONNECTICUT
REFERENCE IS MADE TO:
1. Connecticut Guidelines for Soil Erosion and Sediment
Control - 2002.
DEVELOPMENT:
The proposed subdivision will allow for the creation of 9 new building
lots ranging in size from 3.67 acres to 5.19 acres. All new proposed lots
will be serviced by an on site septic system & well.
Individual Site Development Plans will be required to obtain permits
for construction.
DEVELOPMENT SCHEDULE:
Each lot will be developed by the individual lot owners.
A typical construction sequence for each individual lot is as follows:
1. Secure all necessary local, state and federal permits.
2. Install anti -tracking pad at construction entrance.
3. Clear all vegetation within the proposed development area.
4. Strip topsoil and stockpile topsoil for future use. Surround
stockpile with sediment fence.
5. Begin earthwork activities for driveway, house and sewage
disposal system.
6. Install foundation and construct house.
7. Install well, sewage disposal system and utilities.
8. Rough grade driveway. Place and compact processed gravel,
traffic bound gravel surface. Install paved apron per town
requirements.
9. Install landscaping and loam all disturbed areas with minimum
4" topsoil, seed & mulch.
10. After all areas have been permanently stabilized and the zoning
enforcement officer has certified to this all erosion control
measures may be removed.
DEVELOPMENT CONTROL PLAN:
Prior to the commencement of operations in accordance with
any permit issued by the Town ofMontville, the Contractor
shall install all erosion and sediment control measures.
The Contractor shall obtain a site inspection from the Zoning
Enforcement Officer to ensure that all erosion and sediment
control measures have been installed in accordance with
this narrative. Upon certification with respect to the installation
of erosion and sediment control measures, the
Contractor may commence operations pursuant to the permit.
Erosion and sediment control devices shall be installed in
accordance with the "Filter Barrier Installation &
Maintenance" and "Hay Bale Installation & Maintenance"
sections of this narrative hereinafter contained.
All stripping is to be confined to the immediate
construction area. Topsoil shall be stockpiled so that
slopes do not exceed 2 to 1. A haybale sediment barrier is
to surround each stockpile and a temporary vegetative cover
provided.
Dust control will be accomplished by spraying with water and
if necessary, the application of calcium chloride.
The proposed planting schedule is to be adhered to during
the planting of disturbed areas throughout the proposed
construction site.
Final stabilization ofthe site is to follow the procedures
outlined in permanent vegetative cover. If necessary a
temporary vegetative cover is to be provided until a
permanent cover can be applied.
During the stabilization period, all erosion and sediment
control measures shall be maintained in proper working
order. The Owner's representative shall be responsible for
checking all erosion and sediment control measures on a
twice -weekly basis during the stabilization period and after
each storm event. During the stabilization period with
respect to the site, any erosion which occurs within
disturbed areas shall be immediately repaired, reseeded and
restabilized.
Once stabilization has been completed and certification thereof
obtained in writing from the Town of Montville Building
Department, erosion and sediment control measures shall be removed
by the Contractor.
If required proposed trees will be planted with the following precautions.
1. Trees and shrubs are to be planted in the spring.
2. Newly planted trees are to be staked and supported with guy wire.
3. Soil around trees and shrubs is to be thoroughly watered when
dry and mulch provided around the base to prevent roots from
drying out. Provide a depression at the base of all trees and
shrubs to insure the water will be recieved.
FILTER BARRIER INSTALLATION & MAINTENANCE:
1. Dig a 6" trench on the uphill side of the barrier
location.
2. Position the posts on the downhill side of the barrier
and drive the post 1.5 feet into the ground.
3. Lay the bottom 6" of the fabric in the trench to prevent
undermining and backfill.
4. Inspect and repair barrier after heavy rainfall.
5. Sediment deposits are to be removed when they reach
a height of one foot behind the barrier and are to be
deposited in an area which is not regulated by the Inland
Wetlands Commission.
6. Inspections and necessary repairs will be made twice
weekly.
HAY BALE INSTALLATION & MAINTENANCE:
1. Bales shall be placed around all proposed catch basins
with the ends of the bales tightly abutting each other.
2. Each bale shall be securely anchored with at least 2
stakes and gaps between bales shall be wedged with straw
to prevent water from passing between the bales.
3. Inspect bales after each storm and repair or replace
promptly as needed. Remove sediment behind the bales
when it has reached half the height of the bale and deposit
in an area which is not regulated by the Inland Wetlands
Commission.
4. Inspections and necessary repairs will be made twice
weekly.
TEMPORARY VEGETATIVE COVER:
A temporary seeding of Rye Grass will be completed within 15
days ofthe formation of stockpile(s). If the soil in the
stockpiles has been compacted by construction operations it
shall be loosened to a depth of 2 inches before the
fertilizer, lime and seed is applied. 10-10-10 fertilizer at
a rate of 7.5 pounds per 1000 s.f. and lime stone at a rate of
90 lbs. per 1000 s.f. shall be used. Rye Grass applied at a
rate of 1 lb. per 1000 s.f. shall provide the temporary
vegetative cover. Straw or hay, free from weeds and coarse
matter shall be used at a rate of 70-90 lbs. per 1000 s.f. as
a temporary mulch. Apply mulch and drive tracked equipment up
and down slope over entire surface so cleat marks are parallel
to the contours.
PERMANENT VEGETATIVE COVER:
Topsoil will be replaced once the excavation has been
completed and the shoulders are graded to a slope no greater
than 3 to 1. Topsoil will be spread at a minimum compacted
depth of 4 inches. Once the topsoil has been spread, all
stones two inches or larger in any dimension will be removed
as well as debris. Apply agricultural ground limestone at the
rate of two tons per acre or 100 lbs. per 1000 s.f. Apply
10-10-10 fertilizer or equivalent at a rate of 300 lbs. per
acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into
the soil to a depth of 4 inches. Inspect seedbed before
seeding. If traffic has compacted the soil, retill
compacted areas. Apply the following grass seed mix:
Seed Mixture lbs./acre lbs/1000 s.£
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Rye Grass 5 .10
45 1.00
The recommended seeding dates are:
April 1 - June 15 and August 1 - September 15
Following seeding, firm seedbed with a roller. Mulch
immediately following seeding. If a permanent vegetative
stand cannot be established by September 30, apply a temporary
cover on the topsoil such as netting, mat or an organic mulch.
t OF ROAD
0
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a
PLAN
8" HIGHER THAN GUTTER
t OF ROAD
OR R.O.W. LINE
t
6" HIGHER THAN
GUTTER
GUTTER
I
VARIES 1 10' 1 10'
SAG CURVE IN DRIVE
OF ROAD
6" HIGHER THAN
GUTTER
GUTTER
VARIES
t OR R.O.W. LINE
CREST CURVE IN DRIVE
DRIVEWAYS AT A 10% OR MORE SLOPE
SHALL BE PAVED
8" BASE COURSE
GRAVEL DRIVEWAY
NOT TO SCALE
FINISHED GRADE MILL ENTIRE TEMP. RESIDENTIAL DRIVEWAY DETAILSAPPLY HOT PAVEMENT PATCH AND 18" NEW 2" MIN. COMPACTED
NOT TO SCALE O \ JOINT SEALER TO BEYOND PREVIOUS CLASS 2 BITUMINOUS CONCRETEALLMILLEDEDGESSAWCUTINALL
DIRECTIONS PLACED IN A SINGLE LIFT
O" O \ (WIDTH VARIES)
GRANULAR BACK FILL / \ EXIST. ROAD
SURFACE EXIST. ROAD
SURFACE
o \\ o
3'-0" MINIMUM \\\
APPLY TACK COATING BOTTOM 2" OF TEMP. O
TO ALL MILLED SURFACES PATCH TO REMAIN
PRIOR TO PAVING
w 12' \\ NOTES;
BITUMINOUS CONCRETE /\ ,,.:•;•. : EDGE OF 1. MILLING LINES SHALL BE
7 TRENCH STRAIGHT AND NEAT. DRIVEWAY \ FINE SAND ..: ...:.: q 2. HUMPING OF PERMENANT
1
ELECTRICAL, TELEPHONE AND \ PATCH SHALL WI BE
2" 2 1/2" CABLE TELEVISION SERVICE : ALLOWED.
1.2" 12" _
3
CONSTRUCTED
PATCH SHALL BE
BE
INDISTINGUISHABLE WHEN
MIN MIN `
D CROSS-SECTION TRAVELING OVER IT BY
MOTOR VEHICLE AT
POSTED SPEED LIMIT.
SHOULDER 6" PROCESSED
BASE COURSE GRAVEL (MIN.)
UTILITY TRENCH PAVEMENT REPAIR DETAIL
N CROSS SECTION CROSS
SCALETTO
S SECTION
BITUMINOUS CO CRETE DRIVES
NOT TO SCALE
NOT TO SCALE
PAVED DRIVEWAY
4" CROSS SLOPE}
FINISH GRADE-
er 6%9c6lo
FILTER II
FABRIC
ANGLE 100 UP SLOPE
POST FOR STABILITY AND
SELF CLEANING - 1111° 03
2" STONEkl&
COMPACTED f r4t:
BACKFILL r
24 11
SILT FENCE STONE SHOULDER_
NOT TO SCALE NOT TO SCALE
CONSTRUCTION ENTRANCE
NOT TO SCALE
SRiI#BdIBl01/S i
A. CO
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L E
i;, THIS MAP IS SUBSTANTIALLY CORRECT
IS TOT VALID WITHOUT A LIVE SIGNATURE
T7
SURVEYOR HEREON.
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Ik '
A. DESCHAMPS L.S. #70019 DA
TH#A - 0"-9" TOPSOIL
9"-21" SUBSOIL
21 "-36" VERY COMPACT GRAY SILTY SAND
36"-69" SAND & GRAVEL, ROCKS
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 23", RESTRICTIVE - 21"
TH#B - 0"-7" TOPSOIL
7"-22" SUBSOIL
22"-30" VERY COMPACT GRAY SILTY SAND
30"-68" SAND & GRAVEL, ROCKS
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 2511, RESTRICTIVE - 22"
TH#C - 0"-9" TOPSOIL
9"-22" SUBSOIL
22"-36" VERY COMPACT GRAY SILTY SAND
36"-68" SAND & GRAVEL, ROCKS
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 31 ", RESTRICTIVE - 22"
TH#D - 0"-9" TOPSOIL
9"-23" SUBSOIL
23"-41" VERY COMPACT GRAY SILTY SAND
41 "-72" SAND & GRAVEL, ROCKS
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 23'", RESTRICTIVE - 23"
TH#lA - 0"-9" TOPSOIL
9"-24" SUBSOIL
24"-38" VERY COMPACT GRAY SILTY SAND
38"-64" SAND & GRAVEL, STONE & ROCKS
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 35", RESTRICTIVE - 24"
TH#1B - 0"-8" TOPSOIL
8"-34" SUBSOIL
34"-55" VERY COMPACT GRAY SILTY SAND
55"-75" SAND & GRAVEL
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 28", RESTRICTIVE - 34"
TH#1C - 0"-7" TOPSOIL
7"-22" SUBSOIL
22"-42" VERY COMPACT GRAY SILTY SAND
42"-63" SAND & GRAVEL, STONE & ROCKS
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 35", RESTRICTIVE - 22"
TH# 1 D - 0"-8" TOPSOIL
8"-22" SUBSOIL
22"-60" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 3811, RESTRICTIVE - 22"
T f1T UI
4 BEDROOM RESIDENCE
SLOPE 7.5%
PERC RATE - V IN 8 MINUTES
RECEIVING SOIL DEPTH (AVG.) 21"
HF) 34 X (FF) 1.75 X (PF) 1.0 = 59.5'
MLSS REQUIRED - 59.5'
MLSS PROVIDED 60'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 60 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
60 X 10.0 = 600 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT #2
4 BEDROOM RESIDENCE
SLOPE 13%
PERC RATE - 1" IN 11 MINUTES
RECEIVING SOIL DEPTH (AVG.) 23"
HF) 26 X (FF) 1.75 X (PF) 1.25 = 56.9'
MLSS REQUIRED - 56.9'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
US E58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
TH#2A - 0"-9" TOPSOIL
9"-26" SUBSOIL
26"-65" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 29", RESTRICTIVE - 26"
TH#213 - 0"-11" TOPSOIL
11 "-29" SUBSOIL
29"-73" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 32", RESTRICTIVE - 291"
TH#2C - 0"-7" TOPSOIL
7"-23" SUBSOIL
24"-63" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 2411, RESTRICTIVE - 23 "r
TH#2D - 0"-7" TOPSOIL
7"-27" SUBSOIL
27"-69" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 2811, RESTRICTIVE - 27"
TH#3A - 0"-9" TOPSOIL
9"-26" SUBSOIL
26"-74" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 30", RESTRICTIVE - 26"
TH#3B - 0"-9" TOPSOIL
9"-28" SUBSOIL
28"-70" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 32", RESTRICTIVE - 28"
TH#3C - 0"12" TOPSOIL
12"-23" SUBSOIL, STONES & ROCKS
23"-70" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 23", RESTRICTIVE - 23"
TH#3D - 0"10" TOPSOIL
10"-24" SUBSOIL
24"-66" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 29", RESTRICTIVE - 24"
T f1T 11 2
4 BEDROOM RESIDENCE
SLOPE 6.5%
PERC RATE - 1" IN 5 MINUTES
RECEIVING SOIL DEPTH (AVG.) 26"
HF) 30 X (FF) 1.75 X (PF) 1.0 = 52.5'
MLSS REQUIRED - 52.5'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT #4
4 BEDROOM RESIDENCE
SLOPE 4.5%
PERC RATE - 1" IN 8 MINUTES
RECEIVING SOIL DEPTH (AVG.) 26"
HF) 34 X (FF) 1.75 X (PF) 1.0 = 59.5'
MLSS REQUIRED - 59.5'
MLSS PROVIDED 60'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 60 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
60 X 10.0 = 600 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
TEST HOLE DATA
WITNESSED BY MICHAEL KIRBY
UNCAS HEALTH DISTRICT - 7/18/18
TH#4A -0"-11" TOPSOIL
11 "-31" SUBSOIL, STONES & ROCKS
31 "-78" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 31 ", RESTRICTIVE - 31"
TH#4B - 0"-10" TOPSOIL
10"-24" SUBSOIL, STONES & ROCKS
24"-69" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 2411, RESTRICTIVE - 24"
TH#4C - 0"-12" TOPSOIL
12"-28" SUBSOIL, STONES & ROCKS
28"-63" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 3011, RESTRICTIVE - 28"
TH#4D - 0"-10" TOPSOIL
10"-25" SUBSOIL, STONES & ROCKS
25"-72" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 251t, RESTRICTIVE - 25"
TH#5A - 0"-10" TOPSOIL
10"-23" SUBSOIL, STONES & ROCKS
23"-66" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 2311, RESTRICTIVE - 23"
TH#5B - 0"-9" TOPSOIL
9"-25" SUBSOIL, STONES & ROCKS
25"-76" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 251,, RESTRICTIVE - 25"
TH#5C - 0"-10" TOPSOIL
10"-28" SUBSOIL, STONES & ROCKS
28"-77" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 2811, RESTRICTIVE - 28"
TH#5D - 0"-11" TOPSOIL
11"-26" SUBSOIL, STONES & ROCKS
26"-74" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 28'", RESTRICTIVE - 261'
MLSS DATA
T f-% Ir UC
4 BEDROOM RESIDENCE
SLOPE 6.5%
PERC RATE - 1" IN 8 MINUTES
RECEIVING SOIL DEPTH (AVG.) 24"
HF) 30 X (FF) 1.75 X (PF) 1.0 = 52.5'
MLSS REQUIRED - 52.5'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT #6
4 BEDROOM RESIDENCE
SLOPE 7.5%
PERC RATE - 1" IN 6 MINUTES
RECEIVING SOIL DEPTH (AVG.) 231"
HF) 30 X (FF) 1.75 X (PF) 1.0 = 52.5'
MLSS REQUIRED - 52.5'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
TH#6A -0"-11" TOPSOIL
11 "-29" SUBSOIL, STONES & ROCKS
29"-87" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 35 RESTRIICTIVE - 29"
TH#6B - 0"-11" TOPSOIL
11 "-30" SUBSOIL, STONES & ROCKS
30"-71" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 30"', RESTRICTIVE - 30"
TH#6C - 0"-11" TOPSOIL
11 "-27" SUBSOIL, STONES & ROCKS
27-68" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 40", RESTRICTIVE - 27"
TH#6D - 0"-11" TOPSOIL
11 "-32" SUBSOIL, STONES & ROCKS
32"-75" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 34", RESTRICTIVE - 32"
TH#7A - 0"-7" TOPSOIL
7"-24" SUBSOIL, STONES & ROCKS
24"-59" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 2411, RESTRICTIVE - 24"
TH#7B - 0"-11" TOPSOIL
11 "-31" SUBSOIL, STONES & ROCKS
31 "-78" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 33'", RESTRICTIVE - 31"
TH#7C - 0"-10" TOPSOIL
TH#9A - 0"-2" TOPSOIL
2"-44" BROWN FINE SANDY LOAM
44"-92" GRAY SANDY TILL
NO WATER, NO MOTTING, NO LEDGE
TH#9B - 0"-4" TOPSOIL
4"-48" BROWN FINE SANDY LOAM
48"-72" GRAY SANDY TILL
NO WATER, NO MOTTING, NO LEDGE
TH#9C - 0"-3" TOPSOIL
3"-48" BROWN FINE SANDY LOAM
48"-78" GRAY SANDY TILL
NO WATER, NO MOTTING, NO LEDGE
TH#9D - 0"-6" TOPSOIL
6"-48" BROWN FINE SANDY LOAM
48"-77" GRAY SANDY TILL
NO WATER, MOTTING@60", NO LEDGE
10"-23" SUBSOIL, STONES & ROCKS
23"-70" VERY COMPACT TAN SILTY SAND, STONES & ROCKS
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 25", RESTRICTIVE - 23"
TH#7D - 0"-10" TOPSOIL
10"-32" SUBSOIL, STONES & ROCKS
32"-79" VERY COMPACT TAN SILTY SAND, STONES & ROCKS
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 321', RESTRICTIVE - 32"
LOT #7
4 BEDROOM RESIDENCE
SLOPE 9.5%
PERC RATE - 1" IN 10 MINUTES
RECEIVING SOIL DEPTH (AVG.) 29"
HF) 26 X (FF) 1.75 X (PF) 1.0 = 45.5'
MLSS REQUIRED - 45.5'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
T flT -"0
4 BEDROOM RESIDENCE
SLOPE 7%
PERC RATE - 1" IN 13 MINUTES
RECEIVING SOIL DEPTH (AVG.) 24"
HF) 30 X (FF) 1.75 X (PF) 1.25 = 65.6'
MLSS REQUIRED - 65.6'
MLSS PROVIDED 66'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 66 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
66 X 10.0 = 660 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT #9
MLSS - NOT REQUIRED
PERC RATE - 1" IN 9 MINUTES
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
f CON ®''®rff®i
m
RICHARD A.
MLIM, THIS MAP IS SUBSTANTIALLY CORRECT
AP IS NOT VALID WITHOUT A LIVE SIGNATURE
9
OF THf, SURVEYOR HEREON.
L.S. #70019 DATE
PERC TEST DATA
PERFORMED BY ADVANCED SURVEYS, LLC - 7/18/18 & 7/19/18
PERC #1
DEPTH - 23"
PRESOAK - 7:30 - DRY AT 8:20
8:30 - 7"
8:40 -101/2"
8:50 -13 1/2"
9:00 -16"
9:10-18"
9:20 - 19 1/2"
9:30 - 201/2"
PERC RATE - 8 MINUTES PER INCH
PERC #2
DEPTH - 22"
PRESOAK - 7:40 - DRY AT 8:30
8:45 - 3 1/2"
8:55 - 5 1/2"
9:05-63/4"
9:15 - 8 1/4"
9:25 - 9 1/4"
9:35 -10"
9:45 -11"
PERC RATE -11 MINUTES PER INCH
PERC #3
DEPTH - 24"
PRESOAK - 9:45 - DRY AT 10:30
10:45 - 61/2"
10:55 -12"
11:05-16"
11:15 -191/2"
11:25 - 201/4" DRY
PERC RATE - 5 MINUTES PER INCH
PERC #4
DEPTH - 23"
PRESOAK - 9:55 - DRY AT 10:40
10:55 - 7"
11:05 -12"
11:15 -141/2"
11:25-17"
11:35 -181/2"
11:45 -191/2" DRY
PERC RATE - 8 MINUTES PER INCH
PERC #5
DEPTH - 24"
PRESOAK - 12:30 - DRY AT 1:00
1:15 - 61/2"
1:25 -111/4"
1:35 -14"
1:45 -15 1/2"
1:55 -16 3/4"
2:05 -18"
2:15 -191/2"
PERC RATE - 8 MINUTES PER INCH
PERC #6
DEPTH - 22"
PRESOAK -12:45 - DRY AT 1:15
1:30 - 71/4"
1:40 -13"
1:50 -171/2"
2:00 -191/4"
2:10-21"DRY
PERC RATE - 6 MINUTES PER INCH
PERC #7
DEPTH -25
PRESOAK - 8:20 - DRY AT 9:00
9:15 - 8 I/2"
9:25 - 13"
9:35 -17"
9:45 - 191/2"
9:55 - 21"
10:05 - 221/4"
10:15 - 23"
PERC RATE -10 MINUTES PER INCH
PERC #8
DEPTH - 22"
PRESOAK - 9:50 - DRY AT 10:35
10:50 - 61/2"
11:00-93/4"
11:10 -11 1/2"
11:20 -10 3/4"
11:30-113/411
11:40 -121 /2"
11:50 -13 1/4"
PERC RATE -13 MINUTES PER INCH
PERC #9
DEPTH - 26"
PRESOAK - 8:35 - DRY AT 9:25
9:35 - 5"
9:45 - 10"
9:55 - 141/4"
10:05 -16 3/4"
10:15 -181/4"
10:25 -191/2"
10:35 - 201/2"
PERC RATE - 9 MINUTES PER INCH