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NOTE: LOCATION OF OUTLET PIPE FROM HOUSE TO
TANK AND SEPTIC TANK MAY CHANGE SLIGHTLY
DUE TO SHALLOW LEDGE IN AREA
155'+1-
I
\ , 1
RIP -RAP OUTLET"��, I
490
4" FTG AND ROOF LEADER OUTLET
480 \ � ......:..:::
470 \ \ ::::::::::::::
NEW 4" SCH. 40 PIPE FROM
01 -001
- �` '�I`�., Q \ \ \ \ \ HOUSE TO TANK - MIN. SLOPE \ \
01 2 r I _ \ \ \ \ = 1/4 PER LINEAL FT. \ r
PROPOSED CLEANOUT -,
O \ \ PROPOSED 1250 GALLON SEPTIC TANK AT TOP OF SLOPE - DEPTH '......,....?
\ \ \ (USE LOW BOY SEPTIC TANK)\ AND LOCATION MAY VARY
L O CA TION MAP , \ \ FLOWLINE INTO TANK = 477.50 \ \ DUE TO DEPTH OF LEDGE I
NO SCALE\ \ \ ELEVAFLOWTIONS MAY VERY DUE T0OUT OF TANK = 5 \ i
\ \ DEPTH OF LEDGE
�
pl`l ,�� � ,t 460 \ \
\ \ \ \ \ \ \ 1}
& X55 '0 \ \ �t� •
A• 2� 1 \ \ \ \ \ 73'+/-
1 Z \ \ \ PROPOSED 45' OF 18" MANTIS \ \ \ \
`\ BOTTOM TRENCH ELEV. = 470.20 \ \ \ \ \ I , '
Sol,\
\ \ FLOWLINE ELEV. = 471.20
P PROJECT BENCHMARK - TRA V. POINT SPIKE
IN GROUND - ASSUMED ELEV. = 458.35 - TO BE D \ \ \
TRANSFERRED TO SYSTEM AREA AT TIME OF \ \ \ \
lot
STAKEOUT \ \ \ \ TP 4
' ' !
25.45'
N69057'53"EV_
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\ \ \ \ \ \ \ 471x2
'� \ \ \ \ \ \ \ \ TP 3 \ 4" SDR 35 PIPE
A
„ , !� \ DRYWEL SPER SKETCH i
STING
C3 TCH RECORDI
\ \
o \ „ 1
PT , t IN THE UNCAS HEALTH DEPT. - IF
TIME OF FOUNDATION EXCAVATIO
Lo , Q V DRYWELLS ARE RECOVERED - THI
Imo TP 5t
ARE TO BE PUMPED AND BROKEN
,
�mPT2 � , UP IN PLACE
1 1\ \
\ D, 11 1 \ \
` \ \
k40 471x2
\ 54 1 1 TP 2 \ , \ \ \ 4i
W \ \ \ \ 1 1
\ ` 458 1 \ \ \ 484 `
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FENCM &_ 70 T1tfi ?iR�m15L TNIIiExCAYATFD .
Lane OO _ Ittllft_ _ r
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m SYNT EM RLT�t FASM
PROPOSED NEWADDITION - SLAB TO K
MATCH SLAB OF EXISTING BASEMENT O
O
M
EXISTING 1250 GAL.SEPTIC TANK Z
TO BE PUMPED AND REMOVED m
FROM PROPOSED ADDITION AREA -
478 \\ ` \ \ \ \ CL&P 12183 N1
\ \ 490 \
\ \ \ \ \ \ \ \ \ 1 474 \ 480 \
\ \ \ \ \ \ \ \ \ \ \ \ 468 \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ 1 \ \ \ \ \ \ \ 464 \
\ \ 448 \ \ \ \470
450 \ \ >460
,t 444
EXISTING CONTOURS
\\ \ \ \ \
\ \
50o PROPOSED CONTOURS , \
e �
47ox2 EXISTING SPOT GRADES 4
1
SIL TFENCE BARRIER \ O
POWER UTILITY POLES
Ar PERC TESTS MAP REFERENCES �`
O
e► TEST PITS
• BOUNDARY ANGLE POINTS
O IRON PINS RECOVERED
T
a
R
E
D s
T
E R
P 1,
T T
H t
v
E
L
A
Y
E
R
HYDRAULIC FACTOR (HF)
HYDRAULIC GRADIENT (% OF SLOPE)
2
• Sizing charts do not reflect MISS requirements • Mutnple trench configurations will utilize 12' center -to -center spacing between Manns rows
g
MANTIS S36-8 PLAN VIEW
4
1.1•
2.1-
3.1-
4.1-
6.1-
8.1-
111.1-
Single Family
Multi-FVAly
<t
2
3
4
6
B
10
is
a15
<17A
SEE
NOTE
S1
Units
Length
Units'
Length
Length
* Effective Leaching Area ........... 11.0 sf/If
18-22
72
62
54
48
42
34
30
28
26
221 -
2$
ss
56
48
42
34
30
28
26
3a
56
0
42
34
30
28
26
241
20
30.1-
36
48
42
34
30
28
26
24
20
18
36.1 -
42
42
35
30
20
26
24
20
16
16 '
42.7-
48
33
32
28
26
24
Zfl
18
18
14
48.1-
50
30
28
24
22
ZO
78
16
14
10
>
600
ULSS NEED NOT BE CONSMWD
At -CANNOT BE APPROVED UNLESS K"MUG
ANALYM DENONSTRATEs surrM&"
SUBDIVISION PLAN MADE FOR JOHN D. YWARSKY- OXOBOXO DAM ROAD - MONTVILLE, 00
CONNECTICUT - SCALE 1 " = 50'- JULY 1982 - BY CHANDLER, PALMER & KING V
�l
REVISION TO SUBDIVISION PLAN MADE FOR JOHN D. YWARSKY- OXOBOXO DAM ROAD - IS
MONTVILLE CONNECTICUT - SCALE 1" = 50'- JULY 1982 - REVISED THRU NOV. 1997 NY •(
-fie
CHANDLER, FALMER & KING N S
51E� NGV
NIF E
BASIS OF SANITARY DESIGN
BEDROOM HOUSE - 10•0 Min/ln PERC RATE
SQ. FT. OF LEACHING AREA REQUIRED
USE ROW OF 18" MANTIS WIDE @ LENGTHS SHOWN
SQ. FT. OF LEACHING AREA PROVIDED
USE 1250 GALLON SEPTIC TANK.
HF x FF 1-t x PF = MLSS
PERC TEST DATA
PERC TEST No. 1
DATE 3 /2/19
DEPTH 22"
NAIL DOWN 2"
PRESOAK @ 8:53
1:01 - 0"
1:11 - 5 1/8"
1:21 - 8 1/4"
1:31 - 9 3/4"
1:41 - 11 1/8"
1:51 - 12 1/4"
2:01 - 13 1/4"
2:11 - 14 1/4"
PERC RATE 10, 0 MIN / IN
NEW TOPSOIL LAYER
5' CLEAN FILL MIN.
TOPSOIL LAYER �
PERC TEST No. 2
DATE 3 /2/19
DEPTH 23"
NAIL DOWN 2"
PRESOAK @ 8:58
1:13 - 0"
1.23 - 5 5/8"
1:33 - 8 3/4"
1:43 - 101/8"
1:53 - 11518"
2:03 - 13"
2:13 - 14 1/8"
2:23 - 151/4"
PERC RATE 8.88 MIN / IN
C TL3lD T/lOC/'1!I ! AVCO TI.10 /'1! f/•�L TtJlG� RCCA
5' SELECT FILL MIN. I 4' , 5' SELECT FILL MIN.
l jenIS F- lusive Mantis Design Provides
IncreSurface Treatment Area in Less Space
O�
�R four installation requires more performance in less space,
_,len Mantis Wastewater Leaching System delivers.
i he unique design of the Mantis System
151 ,`�CjG provides a two-stage Bio -Matt'
pre-treatment process that increases antis
YrJJ�_ the soil's ability to accept the effluent, Wastewater systemsTM
resulting in a superior leaching system
in a smaller footprint.
MANTIS 536-8 SIMPLIFIED SIZING CHART
Gravity and Pressure Dosed Systems 9, Effective Leaching Area =11.0 Square Feet/Linear Foot
Partial units are rounded up to the next hghest number.
2
• Sizing charts do not reflect MISS requirements • Mutnple trench configurations will utilize 12' center -to -center spacing between Manns rows
g
MANTIS S36-8 PLAN VIEW
4
60.
3' 4.5`
Each Bedroom Above Four
80.0-100-0
CLEAN BACKFILL 9'M N
Bedrooms
Bedrooms
Bedrooms
Single Family
Multi-FVAly
1 e4 >t
Percolation
Trench
#100
Trench
< 10.0
Trench
Trench
Trench
< 5.0
Trench
Rate
Length
Units
Length
Units'
Length
Length
* Effective Leaching Area ........... 11.0 sf/If
Len
Units`
Less Than
34
7
46
9
61 12
10
2
15
3
10.1
„
.1-20-0
45
9
66
13
86 17
15
25
5
20.1
51
11
71
t4
96 19
t5
3
25
5
30.1-45.0
61
13
86
17
ill 22
3
30
6
45.0-%0
14
91
18
121
15
3
30 1
6
Greater Than
600
UITABLE FOR LEACHING SYSTEMS
Partial units are rounded up to the next hghest number.
9.5 mm
• Sizing charts do not reflect MISS requirements • Mutnple trench configurations will utilize 12' center -to -center spacing between Manns rows
MANTIS 536-8 CROSS SECTION
MANTIS S36-8 PLAN VIEW
VEt TATNECOVM
60.
3' 4.5`
roma �
80.0-100-0
CLEAN BACKFILL 9'M N
1.18 mm
50.0-85.0
#30
w'
7
-f
1 e4 >t
300 Nm
WITHHOLM
#100
150 prn
< 10.0
SPMF1®SkW t*
t
< 5.0
McM/NN ASSOCIATES LAND DEVELOPMENT
CONSULTANTS, SURVEYORS, MAP MAKERS.
ALL RIGHTS RESERVED, UNAUTHORIZED
DUPLICATION OR MODIFICATION ISA
VIOLA TION OF APPLICABLE LAWS
11PAUL STOWELL
REGISTERED LAND SURVEYOR - L.S. LIC. No. 70216
OWN
MARKREY OLDS
REGISTERED PROFESSIONAL ENGINEER
P.E. LIC. No. 19789
MANTIS 536-8 SPECIFICATIONS
* Effective Leaching Area ........... 11.0 sf/If
+ SizeWXLXH)............. 35'x6Tx18''
CORPORATION
e Invert Height .. , . , .. , ........ 12
kmovetere,Elwk umntal Products and soka renis sena► 19701
3 Weight.... , ..3,5 Pounds
125 McKee Street, East Hartford, CT 06108
JOB No- 19-002
800-444-1359 - 860-610-0426 - Fax: 860-610-0427
Email: info@eljen.com , Website: eijen.com
Specified Sand Requirements
To ensure proper system operation, Eljen Corporation requires
all of its Mantis Systems to be installed using an ASTM C33
sand with less than 10% passing a #100 sieve, and less than
5% passing a #200 sieve.
Reference the Eljen Mantis Design and Installation Manual for
your state for the proper amount of specified sand required for
installation.
Installers should request a sieve analysis from their material
supplier to ensure that the specified sand that they are
purchasing for use during installation of the Eljen Mantis system
meets the specified sand requirements listed below.
0.375"
9.5 mm
100.0
#4
4.75 mm
95.0-100-00
#8
2.36 mm
80.0-100-0
#16
1.18 mm
50.0-85.0
#30
600 Nm
25.0-60.0
#50
300 Nm
5.0-30-0
#100
150 prn
< 10.0
#200
75 prn
< 5.0
DEEP TEST PIT DATA
TEST PIT No. 1
0-6" TOPSOIL
6-34" LOAMY SUBSOIL
34-64" GRAY SAND WITH SILT
MOTTLING @ 34" - WATER @ 48" - NO LEDGE
ROOTS @ 36" - RESTRICTIVE 34"
TEST PIT No. 2
0-7" TOPSOIL
7-30" LOAMY SUBSOIL
30-53" GRAY SAND WITH SILT
MOTTLING @ 30" - WATER @ 40" - REFUSAL @ 53"
ROOTS @ 33" - RESTRICTIVE 30"
SOILS TESTING TAKEN ON MARCH 1, 2019 AND
WITNESSED BY MICHAEL J. KIRBY R. S.
18" MIN.
RESTRICT/VE LAYER
TRENCH SECTION B -B
TRENCHES TO BE INSTALLED NO DEEPER THAN 12" INTO ORIGINAL GRADE
TEST PIT No. 3
0-8" TOPSOIL
8-32" LOAMY SUBSOIL
32-74" GRAY SAND WITH SILT
WOTTLING @ 32" - WATER @ 52" - NO LEDGE
ROOTS @ 36" - RESTRICTIVE 32"
TEST PIT No. 4
0-8" TOPSOIL
8-30" LOAMY SUBSOIL
30-60" GRAY SAND WITH SILT
110 MOTTLING - WATER @ 30" - REFUSAL @ 60"
ROOTS @ 30" - RESTRICTIVE 30"
TEST PIT No. 5
0-6" TOPSOIL
6-50" LOAMY SUBSOIL
NO MOTTLING - WATER @ 30" - LEDGE @ 50"
ROOTS @ 30" - RESTRICTIVE 30"
'Vj� \
s�.
F
L
472
Al �60
70
470 �es�ccc'�cc ��35 F
468
/GENERAL NOTES
Y AND R ERVE AREAS ARE TO BE PROTECTED FROM COMPACTION
MAGE BY MACHINERY AND EQUIPMENT DURING CONSTRUCTION.
)NAL TE T PITS MAY BE REQUIRED TO CONFIRM SOIL CONDITIONS IN THE AREA
PRIMA Y AND RESERVE LEACHINF FIELDS. PITS ARE TO BE DUG PRIOR TO THE
�F CO STRUCTION OF THE SEPTIC SYSTEM AND ARE TO BE STAKED IN THE FIELD
INEE TO ENSURE PROPER LOCATION.
�UT N BOXES TO BE INSTALLED TO CREATE A HIGH LEVEL OVERFLOW (4" MIN)
STEM SHALL CONFORM TO THE CURRENT STATE OF CONNECTICUT PUBLIC
CODE.
CONDITIONS ( MOTTLING, LEDGE OR GROUNDWATER) ARE ENCOUNTERED
-LOWER DEPTH THAN THOSE SHOWN IN THE DEEP TEST HOLE RESULTS, THE
ER SHALL BE CONTACTEDIMMEDIATELY AND CONSTRUCTION HALTED UNTIL
_-R DIRECTED.
TIGHT PIPE FROM TANK TO D. BOX AND BETWEEN D. BOXES.
JRS TAKEN FROM ON SITE FIELD TOPOGRAPHY AND ARE TO T-2 STANDARDS.
REQUIRED FILL SPECIFICATIONS
kCHING PRODUCTS WITH EFFECTIVE LEACHING CREDITS OF 7.4 SF/LF AND HIGHER
qOT BE UTILIZED WHERE THE UNDERLYING NATURALLY OCURRING SOILS HAVE
IUM PERCOLATION RATE SLOWER THAN THIRTY (30) MINUTES PER INCH.
FILL MATERIAL AND SELECT BACKFILL MATERIAL, PLACED WITHIN AND ADJACENT
(POSED LEACHING AREAS SHALL BE COMPOSED OF CLEAN SAND AND GRAVEL,
ROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE FILL AND MATERIAL
AEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY
ESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA.
FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE ) 3) INCHES-
-0 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED
#4 SIEVE ( THIS IS THE GRAVEL PORTION OF THE SAMPLE )_
MATERIAL THAT PASSES THE #4 SIEEVE IS THEN REWEIGHED AN THE SIEVE
;IS STARTED.
MAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA:
_VE SIZE PERCENT PASSING PERCENT PASSING
#4 100% 100%
#10 70%-100% 70%-100%
#40 10%-50% 10%-75%
#100 0%-20% 0%-5%
#200 0%-5% 0%-2.5%
WET SIEVE TEST
SPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING SELECT
IAL IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL TAKE THE
SARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCURRING SOILS FROM
OMPA CTION AND SILTATION ONCE EXPOSED.
ATER TREATMENT DEVICES NOT TO DISCHARGE INTO SEPTIC SYSTEM.
CONSTRUCTION NOTES
NO CHANGE IN PLAN LOCATION OR ELEVATION SHALL BE MADE WITHOUT NOTIFYIING
THE ENGINEER AND THE PROPER TOWN AUTHORITY.
THE ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION TO SET LOCATION AND
GRADE STAKES FOR THE SUBSURFACE SEWAGE DISPOSAL SYSTEM TO INCLUDE: FILL
MATERIAL, SEPTIC TANK, PRIMARY LEACH SYSTEM. SIMILAR STAKING REQUIRED
FOR ALL CURTAIN AND FOUNDATION DRAINS AND WELL.
NO SOIL STRIPPING OR EXCAVATION SHALL BEGIN WITHIN THE AREA OF THE
SUB -SURFACE SEWAGE DISPOSAL SYSTEM WITHOUT A VALID CONSTRUCTION PERMIT.
A LICENSED SEWAGE DISPOSAL SYSTEM INSTALLER SHALL OBTAIN A CONSTRUCTION
PERMIT AND ARRANGE FOR THE SITE INSPECTION PRIOR TO CONSTRUCTION. THE
SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN AND ALL APPLICABLE
STATE, AND LOCAL RULES, REGULATIONS AND CODES.
TOPSOIL TO BE STRIPPED AND STOCKPILED PRIOR TO ANY FILLING. SCARIFY AREA
BEFORE FILLING. NO VEHICLE TRAFFIC BY RUBBER TIRE VEHICLES TO
MINIMIZE COMPACTION. PLACE FILL AT EDGE OF PREPARED AREA AND SPREAD WITH
BULLDOZER IN 6" LIFTS AND COMPACT TO 90% MAXIMUM DENSITY.
SANITARIAN TO INSPECT ANY FILL OVER 24" DEEP PRIOR TO CONSTRUCTION.
TRENCH BOTTOMS SHALL BE LEVEL AND SET TO FOLLOW CONTOURS OF EXISTING
GRADE.
NO CONSTRUCTION BELOW ORIGINAL GRADE IN THE LEACHING SYSTEM AREA SHALL TAKE
PLACE WITHIN 48 HOURS OF A RAINSTORM OR WITH STANDING PUDDLES.
ALL FOOTING DRAINS, CURTAIN DRAINS AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
COMPONENTS SHALL BE INSPECTED BY THE TOWN AND LOCATED "AS -BUILT" BY
THE ENGINEER/LAND SURVEYOR PRIOR TO COVERING. INSPECTION SHALL BE WITHIN
2 WORKING DAYS FOLLOWING TIMELY NOTIFICATION BY THE
CONTRACTOR TO PROTECT OPEN WORK FROM SILTATION AND EROSION.
ALL DISTURBED AREAS SHALL BE GRADED, LOAMED , AND SEEDED AS SOON AS
POSSIBLE AFTER CONSTRUCTION. IF SEEDING CANNOT TAKE PLACE DURING THE
GROWING SEASON, A TEMPORARY MULCH COVER SHALL BE PLACED AND MAINTAINED
UNTIL PERMANENTCOVER CAN BE ESTABLISHED.
A LICENSED WELL DRILLER SHALL OBTAIN A PERMIT PRIOR TO ANY DRILLING. THE
WELL SHALL BE PROVIDED IN ACCORDANCE WITH THIS PLAN AND ALL APPLICABLE
STATE AND LOCAL REGULATIONS AND CODES.
SATISFACTORY COMPLETION OF ALL THE ABOVE REQUIREMENTS SHALL PRECEED THE
FINAL INSPECTION AND APPROVAL OF THE SUBSURFACE SEWAGE DISPOSAL SYSTEM AND
WELL.
EROSION CONTROL NOTES
GENERAL REQUIREMENTS FOR EROSION CONTROL:
SEEDING, SODDING, OR REVEGETATION PLANS AND SPECIFICATIONS FOR ALL
UNPROTECTED OR UNVEGETATED AREAS SHALL BE IMPLEMENTED AS SOON AS
POSSIBLE.
EXCAVATIONS , FILLS AND GRADING :
NOTE: CONTOURS TAKEN FROM ON SITE FIELD TOPOGRAPHY
CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 3:1 UNLESS STABILIZED BY A
RETAINING WALL OR CRIBBING, EXCEPT AS APPROVED BY THE COMMISSION UNDER
UNDER SPECIAL CONDITIONS.
ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM
DAMAGING THE CUT FACE OF EXCAVATION OR THE SLOPING SURFACES OF FILLS.
CUT AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTY.
FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION
OF THE SOIL.
GRADING SHALL NOT BE DONE IN SUCH A WAY SO AS TO DIVERT WATER ONTO
THE PROPERTY OF ANOTHER LANDOWNER WITHOUT THE EXPRESSED CONSENT OF
THAT LANDOWNER AND THE COMMISSION. /
FILLS SHALL NOT ENCROACH ON THE NATURAL WATERCOURSES OR CONSTRUCTED
CHANNELS.
DURING GRADING OPERATIONS, NECESSARY MEASURES FOR DUST CONTROL SHALL
BE EXERCIZED.
GRADING EQUIPMENT WILL NOT BE ALLOWED TO CROSS LIVE STREAM EXCEPT BY
MEANS OF BRIDGES AND CULVERTS OR OTHER METHODS AS APPROVED BY THE
COMMISSION. /
IMPLEMENTATION PROCEDURES:
WHEREVER FEASIBLE, NATURAL VEGETATION SHOULD BE RETAINED AND PROTECTED.
/
ONLY THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY ONE TIME
DURING DEVELOPMENT. /
WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPT TO
THE SHORTEST PRACTICAL PERIOD OF TIME/
WHERE NECESSARY, TEMPORARY VEGETATION AND/OR MULCHING SHOULD BE USED TO
PROTECT AREAS EXPOSED DURING DEVELOPMENT.
THE PERMANENT FINAL VEGETATION AND STRUCTURES SHOULD BE INSTALLED AS SOON
AS PRACTICAL IN THE DEVELOPMENT.
NO DECLARATION IS EXPRESSED OR
IMPLIED UNLESS THIS PLAN BEARS THE
IMPRESSION (EMBOSSED) SEAL OF THE
PROFESSIONAL WHERE SIGNATURE
APPEARS HEREON.
COPYRIGHT 2019
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTED HEREON.
McMINN ASSOCIATES
LAND USE CONSULTANTS
PAUL STOWELL REG. LAND SURVEYOR
171 WILCOX ROAD
Z0
w
PROPOSED HOUSE ADDITION
&
PROPOSED RELOCATED SEPTIC SYSTEM
PROPERTY OF & PREPARED FOR
SHEET 1 OF 1
McM/NN ASSOCIATES LAND DEVELOPMENT
CONSULTANTS, SURVEYORS, MAP MAKERS.
ALL RIGHTS RESERVED, UNAUTHORIZED
DUPLICATION OR MODIFICATION ISA
VIOLA TION OF APPLICABLE LAWS
11PAUL STOWELL
REGISTERED LAND SURVEYOR - L.S. LIC. No. 70216
MARKREY OLDS
REGISTERED PROFESSIONAL ENGINEER
P.E. LIC. No. 19789
MILFORD, CONNECTICUT
( 860 ) 682-0163 - ( 860) 537-0046
DAVID WARZECHA
339 OXOBOXO DAM ROAD - MONTVILLE CONNECTICUT
DATE MARCH 10, 2019 - SCALE 1" - 20'
No.
DATE
DESCRIPTION
JOB No- 19-002
Traverse PC