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PROVIDE NON -TRACKING ``,•%`------.
CO°.NSTRUCTION ENTRANCE '
(TY'P.) (SEE DETAIL)
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PAVED DRIVEWAY APRON
TO STREETLINE
PROPOSEDPROPOSED � r- '350
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WELL
UTILITIESN
SUNMAR BUILDERS, LLC
(LOT 32-4)
3 x3_1
r
x331 8
BOPOSED
F`4rSFD ,
351 %47, 3360. g
30,
PROPOSED I DEC I V.
LIMITS OF I K/ N
3 40-•
CLEARING '�' ` ...,-5 50 3518 e �
/ /--12LF-4"PVC
=' 1,250 (2COMP.)„" (ASTM D1785) r
ory SEPTIC TANK x331 i /
INV. IN -350.10 $
INV. OUT -349.85 15LF-4"PVC
(SEE DETAIL) (SDR -35)
D. -BOX, Mo�
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SUNMAR BUILDER
S, LLC
(LOT 32-2)
9.70 �fffi'A_
INVfINV, OUT -349.70
350
w TH#2
J *PT#3 r 34
\-_ - - TH#2D
00
/
5 8L OF GEOI'VIATRLX GST -6212 i / 6
EXISTING GRADE % SYSTEM - 348.87,.
BOTTOMOF SYSTEM - 348.70
INSTALL A CONTINUOUS TOP OF 5YSTEM - 349.70
LINE OF SILT FENCE JNV: 4 -TOP DISTRIBUT jPN PIPE - 349.70
(SEE DETAIL)
/ / / / / �,. -A'" � '' �, •-330
r'7
4' d
LEGEND:
F.F. FIRST FLOOR
EL. ELEVATION
S.F. SQUARE FEET
DH DRILL HOLE ZONING COMPLIANCE TABLE - WRP-160 DISTRICT
IPIN IRON PIN ITE VI, REQUIRED PROPOSED
REC. RECOVERED LOT AREA, 160,000 S.F. 169,708 SF _LJ Ul%/'
x352.5 EXISTING SPOT ELEVATION LOT FRONTAGE 200 FT. 2.0105
x352.5 PROPOSED SPOT ELEVATION
FRONT YARD. 75 FT. 87'+/-
---- 34$ - - EXISTING CONTOURS
SIDE YARD 30 FT. 42'±
348 ----- PROPOSED CONTOURS
REAR YARD 75 FT. 400'+
BUILDING SETBACK LINE BUILDING HEjGHT 35 FT. 26 FT,
TEST HOLE
I/c
CONSTRUCTION ENTRANCE
NOT TO SCALE
A
N_
3/9/2021
ENGINEER DATE
m
SOIL TEST DATA
WITNESSED BY MICHAEL KIRBY
UNCAS HEALTH DISTRICT - 7/18/18
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 - 29"
TH#2C - 0%7" TOPSOIL
- 7"-23" SUBSOIL
- 24"-63" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 24", RESTRICTIVE - 23"
TH#2D - 0"-7" TOPSOIL
- 7"-27" SUBSOIL
- 27"-69" VERY COMPACT GRAY SILTY SAND
NO WATER, NO MOTTING, NO LEDGE
ROOTS TO 28", RESTRICTIVE - 27"
2X2 5/8 16 GA.. WIRE MESH
1 1/2'
1 7n..
C7 ",, .•i �,� M
N 2"
STANDARD D -BOX.
NOT TO SCALE
FILTER
FABRIC -
POST -
COMPACTED
ANGLE 100 UP SLOPE
FOR STABILITY AND
SELF CLEANING
'r
vl C-4
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Q
SILT FENCE
NOT TO SCALE
ASTM C-33 SAND SPECIFICATIONS:
SIEVE SIZE PERCENT PASSING
0.375" 100
#4 95-100
#8 80-100
#16 50-85
#30 25.60
#50 5-30
#100 <10
8200 <5
ASTM C-33 SAND
CT DOT #6 STONE
A
DISTRIBUTION PIPE
PERC TEST DATA
WITNESSED BY ADVANCED SURVEYS, LLC
7/18/18
PERC #3
DEPTH - 24"
PRESOAK - 9:45 - DRY AT 10:30
10:45 - 6 1/2"
10:55 -12"
11:05 - 161/4"
11:15 - 191/2"
11:25 - 20" DRY
PERC RATE - 3.1 MINUTES PER INCH
1VILSS & DESIGN DATA
4 BEDROOM RESIDENCE
SLOPE 6.5%
PERC RATE - I" IN 3.1 MINUTES
RECEIVING SOIL DEPTH (AVG.) 26.25"
(HF) 28 X (FF) 1.75 X (PF) 1.0 = 49'
MLSS REQUIRED - 49'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S,F,
OF EFFECTIVE LEACHING AREA F
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
CAST
CONCRETE COVERS
PLAN
CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 59" 56"
4 x 4 12.6/12.6 GA. WIRE MESH'
17 1/2" 6 x 6 6/6 GA. WIRE MESH
�.
<1 CONTINUOUS HOT
ASPHALTSEAL
4" SCHED. 940
CROSS SECTION
1250/1500 GALLON
2 COMPARTMENT
SEPTIC TANK
NOT TO SCALE
FINISH GRADE TO
DIRECT RUNOFF AWAY
FROM SYSTEM
6" MIN.
COVER FILTER FABRIC
OVER
FIL...n .. .� 6" MIN.
H = 6" (GST 6206)
12" (GST 6212)
18" (GST 6218)
24" (GST 6224)
30" (GST 6230)
36" (GST 6236)
CROSS SECTION B -B
GEOMATRIX GST LEACHIIUG SYSTEM
i��ia®illl { I IIl N
C101%0�''�,
" •
T03vIY IO I} I GE- N - ELIEF, TkIS MAP IS SUBSTANTIALLY CORRECT
ASS40 N. 'r -HI 9 PI NOT VALID WITHOUT A LIVE SIGNATURE
AN H5.F�IyI�Iz=E T E S RVEYOR HEREON.
l�
RICHARD A. DESCHAMPS L.S. #70019 tbATF
DNE
FILTER
�I'IUFUUIL-nt DEVICE
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
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 CONTRACTOR 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:
MULCHES APPLICATION RATE NOTES
PER 1000 ST,
STRAW/HAY 70.90 lbs. FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
PLANTING SCHEDULE: 121bs NITROGEN / TON
SEEDING DATES:
APRIL 1 ------- JUNE 15
AUGUST 1------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
DESIGN NOTES:
1, ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN.
2, THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN, IN THE
EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
FIELD CAPACITY WILL BE REQUIRED.
LEACHING SYSTEM CONSTRUCTION NOTES:
1. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A, THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES,
B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BE'T'WEEN NO, 4 & 3" SIEVES)
NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE, NO, 4 SIEVE,
C, THE FILL LESS THE GRAVEL $HALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE: #4 #10 #40 #100_ #200
%PASSING: 100 70-100 **10.50 0-20 0-5 WET SIEVE
% PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE
PERCENT PASSING THE 940 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT
PASSING THE 9100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%,
2• DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT,
3, FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN
TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND
SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED,
SEPTIC SYSTEM CONSTRUCTION NOTES:
1, CONSTRUCTION SEQUENCE:
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA,
B. PLACE SELECT FILL IF REQUIRED,
C. CONSTRUCT LEACHING TRENCH TO DESIGN LINE & GRADE,
D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED, PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING.
2. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D 1785 SCHD 40 OR APPROVED EQUAL.
3. ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED,
4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN
STONE ON COMPACTED SUBGRADE.
5, THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND
SEPTIC SYSTEM AS SHOWN ON THIS PLAN.
6. APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE, CRUSHED
STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO. 4
STONE:
SIEVE SIZE PERCENT PASSING (BY WEIGHT)
2 -INCH 100
1 -1/2 -INCH 90-100
1 -INCH 2O-55
3/4 -INCH 0-10
3/8 -INCH 0-5
7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE
FIELD BY A LICENSED LAND SURVEYOR.
8. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 2" INTO EXISTING GRADE.
NOTES:
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS.
2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
3. BASE FOR LEVELS: N.A.V.D, 1988.
4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT WRP-160.
5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM
LOCATED ON ABUTTING PROPERTIES.
6. TOTAL AREA OF PROPERTY -169,708 S.F,f (3,91 ACRES).
7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION.
REFERENCE MAP:
SUBDIVISION PLAN PREPARED FOR SUNMAR/RAF BUILDERS, LLC, #1100 EAST
LAKE ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=100', DATE: 10/2/18,
REV. TO 12/16/19, ALL SHEETS, PREPARED BY ADVANCED SURVEYS, LLC.
.i cr ��a ►.� ..�:
c",i
w
DOT#6 STONE
CROSSIon
FIL...n .. .� 6" MIN.
H = 6" (GST 6206)
12" (GST 6212)
18" (GST 6218)
24" (GST 6224)
30" (GST 6230)
36" (GST 6236)
CROSS SECTION B -B
GEOMATRIX GST LEACHIIUG SYSTEM
i��ia®illl { I IIl N
C101%0�''�,
" •
T03vIY IO I} I GE- N - ELIEF, TkIS MAP IS SUBSTANTIALLY CORRECT
ASS40 N. 'r -HI 9 PI NOT VALID WITHOUT A LIVE SIGNATURE
AN H5.F�IyI�Iz=E T E S RVEYOR HEREON.
l�
RICHARD A. DESCHAMPS L.S. #70019 tbATF
DNE
FILTER
�I'IUFUUIL-nt DEVICE
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
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 CONTRACTOR 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:
MULCHES APPLICATION RATE NOTES
PER 1000 ST,
STRAW/HAY 70.90 lbs. FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
PLANTING SCHEDULE: 121bs NITROGEN / TON
SEEDING DATES:
APRIL 1 ------- JUNE 15
AUGUST 1------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
DESIGN NOTES:
1, ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN.
2, THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN, IN THE
EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
FIELD CAPACITY WILL BE REQUIRED.
LEACHING SYSTEM CONSTRUCTION NOTES:
1. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A, THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES,
B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BE'T'WEEN NO, 4 & 3" SIEVES)
NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE, NO, 4 SIEVE,
C, THE FILL LESS THE GRAVEL $HALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE: #4 #10 #40 #100_ #200
%PASSING: 100 70-100 **10.50 0-20 0-5 WET SIEVE
% PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE
PERCENT PASSING THE 940 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT
PASSING THE 9100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%,
2• DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT,
3, FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN
TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND
SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED,
SEPTIC SYSTEM CONSTRUCTION NOTES:
1, CONSTRUCTION SEQUENCE:
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA,
B. PLACE SELECT FILL IF REQUIRED,
C. CONSTRUCT LEACHING TRENCH TO DESIGN LINE & GRADE,
D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED, PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING.
2. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D 1785 SCHD 40 OR APPROVED EQUAL.
3. ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED,
4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN
STONE ON COMPACTED SUBGRADE.
5, THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND
SEPTIC SYSTEM AS SHOWN ON THIS PLAN.
6. APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE, CRUSHED
STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO. 4
STONE:
SIEVE SIZE PERCENT PASSING (BY WEIGHT)
2 -INCH 100
1 -1/2 -INCH 90-100
1 -INCH 2O-55
3/4 -INCH 0-10
3/8 -INCH 0-5
7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE
FIELD BY A LICENSED LAND SURVEYOR.
8. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 2" INTO EXISTING GRADE.
NOTES:
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS.
2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
3. BASE FOR LEVELS: N.A.V.D, 1988.
4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT WRP-160.
5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM
LOCATED ON ABUTTING PROPERTIES.
6. TOTAL AREA OF PROPERTY -169,708 S.F,f (3,91 ACRES).
7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION.
REFERENCE MAP:
SUBDIVISION PLAN PREPARED FOR SUNMAR/RAF BUILDERS, LLC, #1100 EAST
LAKE ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=100', DATE: 10/2/18,
REV. TO 12/16/19, ALL SHEETS, PREPARED BY ADVANCED SURVEYS, LLC.