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Shaw_ n Meaike
218 Old Mack Paint Road
N is ntic, CT 06457
-PropertyInfo
-
Address: 45 Oakland Drive
Montville Assessor's ID: 051-011-000
Area: 10.45± Acres
Owner: Shawn Meaike
Deed Reference: Volume 621, Page 017
'APPROVED BY THE UNCAS HEALTH DISTRICT"
UNCAS HEALTH DISTRICT SANITARIAN DATE
'APPROVED BY THE MONTVILLE INLAND WETLANDS &
WATERCOURSES COMMISSION"
SIGNATURE OF CHAIRMAN OR SECRETARY DATE
'APPROVED BY THE MONTVILLE PLANNING AND ZONING
COMMISSION"
i
SIGNATURE OF CHAIRMAN OR SECRETARY DATE
M
i
O 2017 BOUNDARIES LLC
THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
I PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE
DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
1
Location Map
Scale: 1" = 500'
I HAVE CONDUCTED AN ON—SITE SOIL INVESTIGATION OF THE
PARCEL OF LAND DEPICTED HEREON. THE WATERCOURSES AND
INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE
REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD.
DEMIAN A. SORRENTINO, C.S.S. DATE
Sheet No. Description
1 Cover Sheet
2 Record Subdivison Plan
3 Conceptual Development Plan
4 Notes &Details
29102
DAVID C. IdcKAY, P.E. T LICENSE NO. DATE
IF.,, d T FE
SEP 18 2017
"TO MY KNOWLEDGE, -A f��/ ELIEt THIS MAP 1S SUBSTANTIALLY
CORRECT AS NOTED FREON. "
70016. /
JOHN U. #lLISE DTZ., L. S. LICENSE NO. DATE
N/F
T. Patrick &
W. harry N/F
SURVEY NOTES
/
Town Of 1. PHIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES
Montville 0658 0 \ Subject SECTIONS 20-3008-1 THROUGH 2O-3008-20 AND THE "STANDARDS FOR SURVEYS AND MAPS iN THE
STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND
l Property SURVEYORS, INC. ON SEPTEMBER 26, 1996. iT IS A "SUBDIVISION PLAN" AND CONFORMS TO
Sign "Oakland Drive t
&Dead. End" � � HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. iT IS INTENDED TO BE
USED FOR SUBDIVISION PURPOSES.
/ : '`�--Sign Stop � 50.00f °' �'--Property Corner
Z
N30°46'01"E \ I1 3�'J 2. NORTH ORIENTATION DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN DATUM 1983 (NAD83) BASED 33.21 °�y j 573 f N11.28'23'J UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS, OBSERVED ON MARCH 2, 2017.
N/ F Sign Stop Ahead �! 2.49'
] 3. VERTICAL DATUM DEPICTED HEREON !S APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88)
Hadler !� , w, Iron
R=235.00 1 S t y " ; Rod f BASED UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS USING GEOIDE12A ON MARCH 2, 2017.
L=67.47' I , ' S19'37 24 E on
Rec
TAN=33.97' I \ 67.02' w 2,55 �' 4. ALL SUBTERf?ANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON.
A=162656 of 1 ►� ,,,r-�►
75 5 LA S RESEARCH WAS COMPLETED ON MARCH 17 2017. FIELD SURVEY WAS COMPLETED ON
I 5 � ND RECORD RE R ,
CHD=67.23 CP`_ , . CP f F .0
N/F CH BRG=N38°59'29"E 4659 ��� 1 I \ f 4896
\, f co , Iron JULY 28, 2017.
l �: - \ Ko b I u c k ` Sub • e Ct a Pipe 6. INLAND WETLANDS WERE DELINEATED BY DEMiAN A. SORRENTINO C.S.S. ON JANUARY 31 2017. TOTAL
J. Danao ®HELY I \ J Rec oQ
J' 4659S' \ PROPOSED STREETLINE �� Y ,G AREA OF WETLAND/WATERCOURSE ON THE SUBJECT PROPERTY IS 25,061± SF (0.58± AC).
N , Q Property
7. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE REFERENCED TO A WARRANTEE DEED FROM
MARGARET B. HAIGHT TO SHAWN MEAIKE RECORDED DECEMBER 07, 2016 IN THE TOWN OF MONTVILLE
��� Iron Pipe Rec ! \ �' o ®+ �' R=235.00' LAND RECORDS VOLUME 621 PAGE 917.
Iron
0 ,. (See Detail "A ") � \ \ � � � � Roti � �' 0 L=67.47' j ,
r 8. THE SUBJECT PROPERTY IS IDENTIFIED AS 45 OAKLAND DRiVE, TOWN OF MONTVILLE ASSESSORS MAP
iron \ A- Rec m ( TAN=33.97 51, LOT 11.
Rod _ A-16 26 56
`� I ] { , I•HELT R=225.00' N/ ® CHD=67.23,
Rec t 4897 L=265.05' " 9. THE SUBJECT PROPERTY IS ZONED R-80 iN ACCORDANCE WITH A ZONING MAP AMENDMENT APPROVED
i TAN=150.32' John P. & Susan A. h CH BRG=N38'5929 E BY THE MONTViLLE PLANNING & ZONING COMMISSION ON JUNE 13, 2017, HAVING AN EFFECTIVE DATE
A=672937" WronoWski - ,� (Total) OF JULY 3, 2017.
. . . . . . .. ......... 38E ° CHD=249.99' L=61.75'
=61.700 �.
CH BRG=S53°22'13"E Volume 536 Page 665 TAN=3 5 ' aa i� � N/F 10. THE SUBJECT PROPERTY MAY BE SUBJECT TO AND/OR TOGETHER WiTH, THE FOLLOWING:
, � l TAN=3a.00D el I
N / F °' i J 6=12'51 '53" K O b y l u C k A. AN EASEMENT iN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED IN VOLUME
Scott Glover e , 1 i f i I CHD-61.62 43, PAGE 321 OF THE MONTVILLE LAND RECORDS (SEE REFERENCE MAP #3).
Existing Pole Line Easement
CH BRG=580'41'05"E Not to Scale
(See Survey Notes 10A, 108 & Property Corner B. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED IN VOLUME
4898 l � 10C and Reference Map 13) Subject 43, PAGE 336 OF THE MONTVILLE LAND RECORDS. l
\ 1 ►1 1� Oakland � �
\
! CP 1 1 ``--�''� t R=275.00 Property C. RiGHTS AS MAY BE DESCRIBED IN VOLUME 48, PAGE 417 OF THE MONTVILLE LAND RECORDS.
48991 HELI
L=1 14.17'
S8ro7 Di E t , { (�_~'"` 1 4900S TAN=57.92 " D. RESTRICTIONS AND COVENANTS AS MAY BE DESCRIBED IN VOLUME 55, PAGE 533 OF THE
See SurveyNotes
f i i J i A=23 47 17 MONTVILLE LAND RECORDS.
1 OA, 108 & 10C,
\ \ \ t 5� f ` I i I CHD=113.36' "
®' -_ - �'��`'� \ / `� I i 1HELT
o* CH BRG=S62°21 30 E ® E. RESTRICTIONS, RIGHTS AND COVENANTS AS MAY BE DESCRIBED iN VOLUME 57, PAGE 279 OF THE
°o. _ - _ \\\-.� - -= �� - _ w ° - 4900 i MONTViLLE LAND RECORDS.
� N/F CIO - \ � � \ � � \ \ \ �� \ \ �N15 4451 E
D 1 a n e N a Z a r ko z \ \ '-` \ \ \ 20' 00 _ \ \ \ 1 F. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED iN VOLUME
o % WFC \ �\`� \ \ ,\\ \ 1 "r 57, PAGE 391 OF THE MONTVILLE LAND RECORDS (SEE REFERENCE MAP #4).
Iron 5A \ \ \ t Q \ I Q LAND LYiNG BETWEEN THE CENTERLINES OF OXOBOXO
_� Rod �, v: - \ \ ~` \ \ \ \ \ `\\"� \`' ! p�l� CROSS ROAD AND OAKLAND DRIVE AND THE PROPOSED i i 1 i 1 ]. AT A TOWN MEETING HELD ON OCTOBER 9 1959 THE TOWN OF MONTVILLE VOTED "TO ACCEPT AND
Iron Rec WF _ \ \ \ \ % ►, i STREETLINE AS SHOWN TO BE GRANTED TO THE TOWN OF ' MAINTAIN AS A TOWN HIGHWAY A RIGHT OF WAY KNOWN AS OAKWOOD DRIVE LEADING FROM OXOBOXO
/Rod 1Agy\\ \ \ \ \ \\ \ \ /\/ ���o MONTVILLE FOR HIGHWAY PURPOSES (HATCHED AREA) CROSSROAD TO THE NORTHEASTERLY CORNER OF HOME LOT OF ELKIN AND BESSiE SMITH': OAKWDOD
/ Rec \ \ \ \ \ i ? . AREA: 0.80± ACRES 35 056± SF
! J\ 1 \ J f \ s �S ( ) Not to Scale DRiVE 1S NOW KNOWN AS OAKLAND DRIVE. (REFERENCE TOWN MEETING BOOK 4, PAGE 189-190). ••
12. NO PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA (SFHA)
Iron Inland Wetland / / ` , ` ~'� / _ --\ i PROPOSED STREETLINE AS DEMONSTRATED UPON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD
SU
N/F hod (Pond) ��`� / l \ \ � ` �\ `, , ` �- ---- ____ / / See Survey Notes------�- s � 11� �\ �� � INSURANCE PROGRAM (NF1P), FLOOD INSURANCE RATE MAP (FIRM),. NEW LONDON COUNTY,
N i kko l a s & Amanda , �, / / �� ( \ ` �_ _ / 10A, 108 & 10C� CL&P ,��,, i J off, R=362.52 CONNECTICUT, ALL JURISDICTIONS, PANEL 327 OF 554, MAP NUMBER 09011 C0327G, EFFECTIVE DATE
Liggett WF / / / / "\ o __/ / `� 4901 , .xJULY 18, 2011.
I OAti --- --._ ��`'' � L=73.86'
/ TAN -37.06
f N43°47'02"El ' d-11'40'22" 73CREa Imam
FERENCE MAPS
20.00'.
I CHD=73.73
I CH 8RG=539'27' 13 "E
1. PLAN OF LAND AT OXOBOXO LAKE,
OWNED BY DANIEL POLSKY - S1MON SOLOMON &ELKIN SMITH,
kJ
Arborvitae Row � ��' �. � ` ,
/ / / / / / , \ SCALE. 1 = 80 FEET, DATED: APRIL 1951, LAST REVISED. OCTOBER 1958, PREPARED BY CHANDLER &
WF d' , \ ' PALE '
/ / \ / �� / , \ \ =36 PALMER ENG RS. (MONTViLLE LAND RECORDS MAP FILE #177-B AND 178-A)
Chain -Link Fence 13A� / / / J \ \ \\ ' I R 3.45 N/FGomm
/ \ =
Aron Rod Rec / ;� \ \ \ \ \� l �CL&P L-75.79 2. MONTVILLE CONNECTICUT MAP SHOWING LAND OF DANIEL W. & MAUREEN A. KOBYLUCK, SCALE. 1 "=40',
�n oo \ l TAN=38.03' John P . & Susan A. '
f ' 1 (See De#uil "B'� / , ` ' \ \ \ i %4902 SEPTEMBER 2002, PREPARED BY THOMAS A. BRENNAN, JR., L.S. (MONTVILLE LAND RECORDS MAP FILE
N F / >l t •J �� / ' v M , \ `43p ` l ,' s A=11°56'54" WiorlOWSkI 11865}
/ � ' ' \ / �+ 1 ✓ \ 1 f TraiI CHD= 75.66 N
/ 150.0 >f ,� \ --� , \ r' -- I ° " Volume 536 Page 665
N kko l a s &Amanda \ 3. OXOBOXO LAKE, MONTVILLE, CONN., POLE LOCATIONS, THE CONNECTICUT POWER CO., NEW LONDON
/ � / 75, 31, 3?'°y�( � ( / � / / � � / \ - ___. _ f \ I � � CH BRG=S39 44 02 E 8
DN1310N, APRIL 16, 1932, SCALE 1"-80" 3233-Q. (MONTVILLE LAND RECORDS MAP FiLE #108)
Liggett ` � � . S '
R=300.00' ..
/ 4. POLE LINE RIGHT OF WAY, MONTVILLE, CT, DANIEL POLSKY AND SiMON SOLOMON, THE CONNECTICUT
�Iron. - POWER COMPANY, NEW LONDON DIVISION 3116153, SCALE: -
\ � � / � \ L-85.46NONE, J 53009-M (MONTVILLE LAND
Rodes `� , \ %�--/ / \ \ /
/ ` , 0,- __ / ' J \ j TAN=43.02' RECORDS MAP FILE #38)
f Rec , \ / // �4i - 1 \ / i, (o,� l I ®=161s 1�
\ 1 > / // / / / ,�, ��/ `} i �C CHD=85.17
N/F ` 1 / // - / % I `� \�, j CL&P CH BRG=553'52'07"E
Jeffrey Wolcott 1 �,! / / / % �, / 0. ate, 41 l3 S62°56'20"E LEGEND &
cis
iron ' I / \ / / I l I 1 23.40 R=210.00
Rod ` ' % / \,, �1� ` L=88.22' R 130.00' ABBREVIATIONS
'Rec t \ i CP TAN=44.77 L=68.05' S
-
Q)
\ 4904 A=24'04'10" TAN=34,82'
CND=87.57 " A=29°5928" UTILITY POLE
n;'� li l 1 CH BRG=574 58 25 E CHD=67.27'
1 t26,114± S•F. 1 \ `' (
11'
1 I i CH BRG=S72'04'03"E CL&P CONNECTICUT LIGHT &POWER
N/F ` i 3.77± ACRES % 1 \ \ J i z _ "
i i � -- � � � � S5%04 19 E
Daniel & Maureen \ (Map 55, Lot 11-4) / / \ ` 1 { , / � - IPOLE
I 1 � � , I I � 38.69
Kobyluck 1 �" / \ ` - _ _ I \ 1 ill I
I!j t CP�
1 iII �
N/F I - l L -, I p� 18076 I, 11,r!
1 I / 0 %- \ l^' ' C t i 1 551 °56'07 "E
Daniel W. & Maureen \ 1 ` I I I I t '� .43 �-- 92,192± S.F. r f
i i
i \ � I
I 40.57
2.12± ACRES CIDA. Kob luck (Map 55 Lot 11-3) o
� `-• r-- / I� � 1 f ��-t
Volume 155 Page 724 ' `� V I' I / % r- / / / ;� to�
� / , J ' ' \
I � 4906 -
Mon
N/F � ,I�ti � ,� I C r� � �--. � ^ _
'(S � oRec
I /� 430 <� T I ' \ �' 1 Ill Iron
Daniel & Maureen ��., ,� \ 1 �,, v► I %� / ~� / o�,, �} 1 ! I ® Pi
- - 1 / f �• o } / Easement rn Favor of (WFC l pe �.
Kob luck , , ` 1� f / °� the Connecticut Power i I • Rec
y \ ,% t ' \ / / `� Z '` / / 1 B `� , Metal Beam
+ l � / / �' to Company ,- "F `` 1 � .� Guide Rail T
85,338- S.F. ' ((See Survey Note 10F) (yP)
\ , �� ✓ �Q3� _ _ _ _ 1 - - 1.96± ACRES �rai1 / �"� / ( ��-
V`\\ ` ` \�-- \'. ` ---� / \ (Map 55, Lot 11-2) J } �� / /j \ HELY / / // % )
C) \ ! � � � ,.._ -� -�. �----.-'' ,/ - \ / `3� � � .� / / � 13.9 ±
/ / 8077
CL.
Ln \ \ MW \\ �% \ 2.27± ACRES
/- �� �ia�� �- \ ^ ���� (Map 55,Lot11) �� \ ,� W 00
F \
co
�� \\ \� l ! �` a \ \ \ ►�- i /
Stone Retaining Wall::-- �-� Shed
-�-�"'
� \ Bituminous3 8_3
¢
20-�0 Driveway
1 Su"ILS LEGEND
Iron l
Landscaped- �' Pipe
\ i Area ¢ _ Rec ` Property Line is 372'± Along
�
Existing Tree � � \� � � '� � P rtY 9
� 38C HINCKLEY -LOAMY SAND, 3-157. SLOPES' 1 Line (Typ) �• � / / `� � � � �j`--� �'' _._._ ---_ _ _ � �- _ - / _ � I I I
38E / Northwesterly Edge of Brook
� - -- -! i / \ HELY I
Je
8078,
-- 38EHINCKLEY LOAMY SAND 15-45% SLOPES �, / / - - "� ,b� �� i , ,� '� \
W/Cap<°a N/F
W 62DCANTON AND CHARLTON FINE SANDY LOAMS, Stone Retaining Wall �' / \ / ~-- _ `` �. ! _ Set J O h n P. �t Susan A.
Cl 15-357. SLOPES, EXTREMELY STONY ° _ \ �. \ \ '__ -- -� TQj '``� ,� �`" I WF 1
u � Rip Rap (TYP) � -_ \ \ _ x'-400 \ � �� \ -�- �-�� � ___ \ J 10B
WronoNski
�, \ 0 1� / �i i Volume 536 Page 665
®
73.0 CHARLTON-CHATFIELD . COMPLEX, ' ° Underground Pet Fence \ \ - - i
u \\ % \ House / II l / \ Stone g
0-157. SLOPES, VERY ROCKY \ \ \ 20.0 ± `��� / Fire Pit
N/FVictoria & ° \ i GRAPHIC SCALE
Concrete Block N7�3 \ \ \ / 9g•�S (�2•rl,� , \ `�'3�'',� �_ � N /
( ) 2 HHi 4a 1� 39
John Snarski Wall Fire Pit O/Y \ ° 3Q ne) 2Y`' ¢•� �- - goo so 25 0 50
, • '`SU�e �'. 854• � /572 _ Ciosin9 �®/fey C 11,�� _ - 'z 3
�+, 15.0 ± �i►\� j; C/oSIn9 _� �N,,y /i WF .r
� //z` 5C ��ner► - yr.. .,
ft
Tr
cv Concrete- Pad L ,t3
®fir.. _h .r ,
� \ ° (Water Pump) WC � ��--- - \20.0 ± / j � \ ! N7�'2 � .�"�P_ o/ � `� �, ( IN SET
�. Concrete • .. �,/ . Property Line is 120.6±- 20.0 ± ' � � �` i,N '
Block Wall ! , • Along High Water Lane of 10C (Svrv�J, Cf®sl 25jsg� ��OC �r > � a? � 1 inch - 50 f�.
c� Iron o Oxoboxo Lake ®.":.. Lne ' 1 �.
N Rod Property Line is 110.1'± WF :h
\1 HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE
Rec Along High -Water _Line of Property Lane is 110.2'± 15C �� , '� _._- _ � � WF - PARCEL OF LAND DEPICTED HEREON. THE iT1TE RMITTENT
Oxoboxo Lake Along Nigh Water Line of �'`A 25C _ WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED
-, Oxoboxo Lake •.
OXObOXO Properfy Line is 280.6 ± f ARE AN ACCURATE REPRESENTATION OF THE DELINEATION
e� Along High Water Line of Jas''' o PERFORMED iN THE FiELD.
Q 2017 BOUNDARIES LLC
Lake Oxoboxo Lake , I WF
rn THIS DRAQ ANWING iS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY iron Pipe Rec ® 159
PREPARED FOR THE OWNER OF THiS PROJECT, AT THiS SITE, AND iS NOT TO BE (Disturbed) (S
DUPLICATED OR USED W PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONAll,
U OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
-
j EM AN A. SDRRENTiNO, C.S.S. DATE
Q.
HELI
HARTFORD ELECTRIC LIGHT & TELEGRAPH
CP
CONNECTICUT POWER
±
MORE OR LESS
SF
SQUARE FEET
000o
STONE WALL
0
REBAR, IRON PiPE OR IRON PIN
®
POINT TO BE SET
•
ANGLE POINT
MONUMENT
®
MONUMENT TO BE SET
EXISTING CONTOUR
420
PROPOSED CONTOUR
O
WELL
N/F
NOW OR FORMERLY
-{-
DEEP TEST PIT
--
PERCOLATION TEST
FF
FINISHED FLOOR
BSMT
BASEMENT
BR
BEDROOM
INV
INVERT
TYP
TYPICAL
S
SLOPE
SAN
SANITARY
ELEV
ELEVATION
PVC
POLYVINYL CHLORIDE
SCHED
SCHEDULE
-E/T/C-
PROPOSED UTILITIES
EXISTING TREELINE
�V1
PROPOSED LIMIT OF CLEARING
BUILDING SETBACK LiNE
WF1 C ,
WETLAND FLAG
HHI
HAND HOLE IRRIGATION
"TO MY -KNOWLEDGE ANDBELIEF THIS MAP iS SUBSTANTIALLY
CORRECT AS NOTED l EON.
70018
�b. FAUL1 JR. L.S. LICENSE NO. DATE
SCALE: 1" = 50'
DATE:
September 2017
JOB I.D. NO. 16-2488
Revisions
SHEET NO.
L�
GENERAL NOTES
1. BASED UPON THE LIMITS OF CLEARING AS DEPICTED HEREON, THE TOTAL AREA OF DISTURBANCE FOR
THIS CONCEPTUAL DEVELOPMENT PLAN IS 107,882± SF (2.48± AC).
2. EXCEPT FOR THE SUBSURFACE DISPOSAL SYSTEM ON SUBDIVISION LOT #4, NO CONCEPTUAL WELL OR
SUBSURFACE SEWAGE DISPOSAL SYSTEM IS LOCATED WITHIN 75' OF AN ADJOINING PROPERTY LINE. THE
SUBSURFACE SEWAGE DISPOSAL SYSTEM ON LOT #4 IS NOT LOCATED WITHIN 75' OF THE WELL ON
PROPERTY N/F DANIEL & MAUREEN KOBYLUCK.
IMPROVEMENTS' D ON PLAN ARE
CONCEPTUALONLY AND ARE INTENDED TO
DEMONSTRATEDEVELOPMENT O
ACTUAL CONSTRUCTION IS PROPOSED PLAN.
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED
BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT
OF THIS PLAN.
DEEP TEST ! LT
SOIL TESTING WAS PERFORMED ON 7/14117 AND 7/18/17.
DEEP TEST PITS #5,6,7,8,10 WERE WITNESSED BY MICHAEL KIRBY, R.S. OF
THE UNCAS HEALTH DISTRICT AND DEMIAN A. SORRENTINO, C.S.S.
OF BOUNDARIES LLC. DEEP TEST PITS #1,2,3,4,9, 1 OA, 11, 12,13,14 WERE
WITNESSED BY ALYSSA BROCHU, R.S. OF THE UNCAS HEALTH
DISTRICT AND DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC.
TP# 1
TP9
0" - 7" TOPSOIL
0" - 7" TOPSOIL
7" - 28" BROWN MEDIUM SANDY LOAM
7" - 44" BROWN MEDIUM SANDY LOAM W/ COBBLES
28" = 76" TAN SILTY SAND W/ COBBLES
44" - 64" TAN FINE SILTY SAND WI STONES
NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 54"
NO GROUNDWATER, LEDGE @ 64. MOTTLING @ 48'; ROOTS TO 48"
TP2
TP10
0" - 8" TOPSOIL
0" i 7" TOPSOIL
8" - 24" BROWN MEDIUM SANDY LOAM
7" - 35" BROWN MEDIUM SANDY LOAM
24" - 72" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 35" - 88" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES
NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 47"
NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 72-
7-P#3
TP,10A
0" - 8" TOPSOIL
0" - 8" TOPSOIL
nrn�ni n-r1/'%K1 -rrr-r nrri ii -rr
PERCOLATION TESTS WERE PERFORMED BY BOUNDARIES LLC ON
7/11/17 AND 7/28/17.
P-1
P-3
P-5
HOLE DEPTH: 28"
HOLE DEPTH: 30"
HOLE DEPTH: 28"
PRE=SOAK:
1 HOUR
PRE-SOAK:
1 HOUR
PRE-SOAK:
1 HOUR
10:50
1-7/8"
11:00
2"
12:00
3-314"
10:55
5-7/8"
11:05
4-112"
12:05
7"
11:00
8"
11:10
6-3/4"
12:10
9"
11:05
10"
11:15
8-1/2"
12:15
11 "
11:10
12"
11:20
9-1/2"
12:20
13"
11:15
13-1/2"
11:25
1101
12:25
14"
11:20
14-1/2"
11:30
12-1/4"
12:30
14-3/4"
11:25
16"
11:35
13-114"
12:35
16"
11:30
17"
11:40
14"
12:40
17"
11:35
17-3/4"
11:45
14-1/2"
12:45
17-1/2"
8" - 26" BROWN MEDIUM SANDY LOAM 8" - 31 " BROWN MEDIUM SANDY LOAM 11:40 18-3/4" 11:50 15-1/4" 12:50 18-1/4"
1 ! CP -'S 26 - 74 BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 31 - 74 TAN SILTY SAND W/ STONES. » 11:45 19-114" 11:55 16 " 12:55 18-3/4"
I
41.4898 4898 ®a k�a I NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 48 NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 50 11:50 20 12:00 16-3/4 01:00 19-1/4
J`' : DESIGN PERCOLATION 12:05 17�� 1/2" DESIGN PERCOLATION
f t� TP$ TP1 12:10 18
RATE = 5.0 MIN/INCH RATE = 10.0 MIN/INCH
i t 0- 8 TOPSOIL 0- 6 TOPSOIL 12:15 18-3/4"
4g9g ! L, HELT 8" - 34" BROWN MEDIUM SANDY LOAM 6" = 38" BROWN MEDIUM SANDY LOAM 12.20 19-114"
26 - 74 TAN SILTY SAND W/ COBBLES 3812 68 TAN SILTY SAND W1 STONES „
4 NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 50" NO GROUNDWATER, NO LEDGE, MOTTLING @ 58" ROOTS TO 43" HOLE DEPTH: 30 DESIGN PERCOLATION HOLE DEPTH: 30
a _ _ _ I ,� ` , . �\ PRE-SOAK: 1 HOUR RATE = 6.7 MIN/INCH PRE-SOAK: 1 HOUR
HELT -+ TP » »
ANTI -TRACKING / ! 1 4900 �\� ,#� TP# 1 10:52 3-112" / p--.¢ 12:02 1 -112 -
PA
-1 /2
PAD (TYP) \ ` ' 1 0" - 10" TOPSOIL 0" - 8" TOPSOIL 10:57 16" " 12:07 6-3 8"
» » » ,� HOLE DEPTH: 30 /
10 - 22 �a BROWN MEDIUM SANDY LOAM 8 - 51 BROWN MEDIUM SANDY LOAM i ?:00 17-1 2" 12:12 8- 1 2"
\ \ \ \ \ \ / PRE-SOAK: 1 HOUR /
� ��,\ � i 22» - 66ff TAN STRATIFIED_ SAND 51 - 68 GRAY FINE SILTY SAND ,j �� 11:03 18-3/4" 12:17 11-1/4"
WF \ v \ \ - \ \ \ 66 85 GRAY FINE SILTY SAND NO GROUNDWATER, NO LEDGE, MOTTLING @ 51 , ROOTS TO 51 _ " _ » f,
11:06 19 1/2 11:03 3 1 /2 12:22 13
5A o NO GROUNDWATER, NO LEDGE, MOTTLING @ 66 , ROOTS TO 66"11:09 20" 11:08 8" 12:27 15"
TP 13
11:12 20-1/2 11:13 10-1/2" 12:32 16-314"
\ \ \ » »
TPfi » 0" - 7" TOPSOIL 11:15 21-1/4 11:18 13 12:37 18-1 2
0 - 8 TOPSOIL 7" - 29" BROWN MEDIUM SANDY LOAM 11:18 21-314" 11:23 15" 12:42 19-3/4"
8"fi _ 39)1 „ BROWN MEDIUM SANDY LOAM 29» - 62» � BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 11:21 22-114to 11:28 16-1/2A 12:47 20-314,a
39 90 TAN SILTY SAND W/ COBBLES NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 46-11:24 22-7/8" 11:33 17-112" 12:52 22"
�\ \ ' • I 1 ( r NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 65
14 11:27 23-1/4» 11:38 18-1/2" 12:57 23"
TP?i
11:30 23-1/2" 11:43 19-114- 01:02 24"
164 114± S.F. \ \ = �� , TP7 ,f 0„ 5" „ TOPSOIL 11:33 23-7/8" 11:48 20„
Inland Wetland , ` \ - \ /� I y 0 6 TOPSOIL 5 - 55 BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 11:36 24-1/4 11:53 21 DESIGN PERCOLATION
(Pond) 3.77± ACRES I \ �` /` 6" - 26" BROWN MEDIUM SANDY LOAM NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 24" 11:39 24-3/4" 11:58 21-314" RATE = 5.0 MIN/INCH
" I I 26 68 TAN STRATIFIED SAND W STONES
/ o / 11:42 25-1/4" 12:03 22"
��o d o\ \ ¢ ' �� _ _ 68 - 89" CRAY. FINE SILTY SAND �l „ 11:45 25-1/2" 12:08 23-1/2"
W F i��i , / / \ \ �t I s \ _ / ; y I NO GROUNDWATER, NO LEDGE, MOTTLING 68 , ROOTS TO 68 11:48 25-3/4" 12:13 24"
10AT,, / / I \ 11:51 26-114" 12:18 24-3/4"
0" - 8" TOPSOIL DESIGN PERCOLATION DESIGN PERCOLATION
-� 8" - 38" BROWN MEDIUM SANDY LOAM RATE = 6.0 MIN/INCH RATE = 6.7 MINIINCH
/ , \ 38 72 TAN STRATIFIED SAND & GRAVEL
72 - 84 GRAY FINE SILTY SAND
NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 64"
WFC / / / / - , t \ 921192± S.F.
2.12± ACRES
V IT
4902
,.3Q \ _ L, alb
roil I
PAVED APRON TO
\ • / \
STREET UNE (TYP)
/ / \ I UNDERGROUND UTILITIES (TTP)
` \ SANITARY DESIGN CRITERIA
711
\v
GARAGE- �' s : W >,j i, i I & MLSS CALCULATIONS
33.0
4
\ I
t 1 PROPOSED4-SR - / �-c - / .�6 , n�� I l + C! &P
/ �' �� i t 4903 EXISTING 3 -
BEDROOM HOUSE
RESIDENCE ` Y �_� \ DESIGN PERCOLATION RATE = 1.1-10.0 MINUTES/INCH
1 ' / FF 434.50 ,� \ - ! _ _ ,- j ! 1
BSMT 425.50 / LEACHING AREA REQUIRED = 495 SF EFFECTIVE
�� ` \ �: � � :' � � � ' i
1 ; • / / ; ® .� / I CODE LEACHING
DESIGN: 1,000 (MIN) GALLON SEPTIC TANK,
1,000 GALLON PUMP
SEDIMENT FENCE BACKED ' I % ( PROPOSED \ �`ti / CHAMBER WITH 2 SANITARY FORCE MAIN AND ONE ROW OF 45' OF 36" WIDE, 18"
WITH HAY SALES (TYP) C
fi / I HIGH MANTIS 536-8 WITH TOP DISTRIBUTION PIPE
1 \ \ �'•, ( (� DECK \_ - - WELL (TYP) \ jt. /\ i CP LEACHING AREA PROVIDED 495 SF EFFECTIVE 45 LF X 11.0 SFILF =
\ \ I I -- - - / _ t 4904 ( / 495 SF)
i
/* r �MLSS NOT CONSIDERED, .
DEPTH TO RESTRICTIVE
LAYER GREATER THAN 60"
SEPTIC TANK (TYP) { / / / \ ' z W 1 �\� 861338± S.F. ' LOT2
Cora
,/ - � 1.96± ACRES � � � �``� -�`�� A \ ( I
9e /1 J Z PROPOSED 4 -BEDROOM. HOUSE
\ / / 1 ` ` ► / A_4UPOLE DESIGN PERCOLATION RATE 1.1-10.0 MINUTESIINCH
1 i
TPj4 �\ _ ' / fLEACHING AREA REQUIRED = 660 SF EFFECTIVE
1 / 1 I RAG / \` " - , DESIGN: 1,250 MIN GALLON SEPTIC TANK AND ONE ROW OF 6' '
P, 2 �� I PROPOSED 4 -BR GA E � � : \ � I / j � � .� � � ]��' � � � a (MIN) � 9 OF 24 HIGH, 4
1 I I \ w - 436.5 \ `'. + W1Dc 8 LONG CO
I r � � I I / NCRETE LEACHING. GALLERIES 101 TOTAL LENGTH SURROUNDED BY
t RESIDENCE \ I i
�� � 1 '016
12 OF APPROVED STONE AGGREGATE ON ALL SIDES
TOB FF 438.00 I p
�TP 12 I L �1 i r i 1 LEACHING AREA PROVIDED = 680 SF EFFECTIVE (100 LF �X 6.8 SF/LF 680 SF)
BSMT 429.00 `T n % j ' it , 8076
l i / 0� Tp# 1 /, I t { , 100% RESERVE AREA PROVIDED (ONE ROW OF 96 OF 24 HIGH, 4 WIDE, 8 LONG
43 \ ` '
SEDIMENT FENCE OR WOOD I J >. r I J I CONCRETE LEACHING GALLERIES)
I I I _ -P-1 t / ;TP#9 r / �'J ` /
CHIP BERM (TYP) I I / IL DECk o I 1 % / I� \ 0 / I f�) j CP
i _ I i - _4906 MINIMUM LEACHING SYSTEM SPREAD (MLSS) CALCULATION
i TP12 1_ / i / 4 I
P-5 i \ 10, /
tI4 I ( `III HYDRAULIC GRADIENT _
<1%
RESERVE SUBSURFACE _ ^ a/ DEPTH TO RESTRICTIVE LAYER - 48„
SEWAGE DISPOSAL oaj TP#HYDRAULIC FACTOR T36
SYSTEM AREA (TYP) 6 3
) \ FLOW FACTOR FOR 4 BEDROOMS = 2.0
V,/ ' 1 } I / PERCOLATION FACTOR FOR 5.1 - 10.0 MINIINCH = 1.2
PRIMARY SUBSURFACE , I I z \ / p-3 ! , _ / ° 1 W1 , MLSS REQUIRED = 86.4'
t t 1B MLSS PROVIDED = 101'
SEWAGE DlsPosaL J TP 11` --T- ( / /, / / / /,
SYSTEM AREA (TYP) 1 \ \ ` \t _ _LIMIT OF CLEARING (TYP) �1 \ ` / _• . \ \ ( �' _�1 £� / / : �fi� l� i ;/ / "/
\, �, Alli
I t� • •• - �� \ cARAGEI� 1 ��►��) �v// /Z �/ 98,758±S.F. _ / LOT 3
434.3 ; ,.- / � � 1 �`� ` \ 2.27_ ACRES � /' ` \ \ \ \ \ \ \ / ! ^ \ ��� • s, \ \ , - HELT \ \/ ,
g \ ` \ \ \ \ \ /' •�' TP#8 / -� \ TP# 13 -� j� ,8077 / / I' / /
� � PROPOSED 4 -BEDROOM HOUSE
_ _ \ \ , / R � \ / Y �O / DESIGN PERCOLATION RATE = 1.1-10.0 MINUTESIINCH
a• Approx. Subsurface \ \ � �\\ " / �- -,- ,-- '� � �'. � P-4- - - •.. �- �� / r TP# 14 / � / / � _
\ \ \ \ \ \ PROPOSED 4 -BR f / / (\ / / / / LEACHING AREA REQUIRED = 660 SF EFFECTIVE
®0 Sewage Disposal cation \ �- \ - ''F,, / / DESIGN: 1,250 MIN GALLON SEPTIC TANK AND ONE ROW OF 96' OF 24" HIGH, 4'
System Location 1 \ \ \ � % _- --- J�� �� � ` - _ ,•• `-- f �. ' \ � \ �,,,� RESIDENCE � � � / Y � / / /� � , / / / / (MIN)
TPP-
- �► \ / \ \ FF 435.80 `� ��0 / / G _ / / / / / WIDE, 8' LONG CONCRETE LEACHING GALLERIES (101' TOTAL LENGTH) SURROUNDED BY
i /
BSMT 426.80 / 12" OF APPROVED STONE AGGREGATE 0
q \ \ \ \ \ / _ \•' . _ / A A N ALL SIDES
m \ ` \ �-� \ \ „� \ -� % / / / r `- / / / , LEACHING AREA PROVIDED = 680 SF EFFECTIVE (100 LF X 6.8 SFILF = 680 SF)
100% RESERVE AREA PROVIDED ONE ROW Or 96 OF 24 HIGH, 4 WIDE, 8 LONG
LLJ W F CONCRETE LEACHING GALLERIES)
MLSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60"
� '` \ � •.,_ / ii /'�//�,t�/ - �.
Shed
Bituminous # l
20-�-
\ t
L /
,
9W Driveway/' �Q� o''-, - LOT 4
410 y moo,
.•- �- � / rr � \ \ �\ \ \ T � _ � - - - - - --, _�_ : � / . /� � � � � I � �°q s- :,_
--_� PROPOSED�HOUSE
DESIGN PERCOLATION RATE1.1-10.0 MINUTESIINCH
TES/INCH
l _ ndsca s - / LEACHING -
P ed r I I I LEA HING AREA REQUIRED - 660 SF EFFECTIVE
Area / ,� DESIGN: l 250 MIN GALLON SEPTIC TANK AND AND ONE ROW
r 18 HIGH MANTIS 536-8 WITH TOP DISTRIBUTION PIPE OF 60 OF 36 WIDE,
HELT. � -
CJ 410-- ��-- �- 807$ I LEACHING AREA PROVIDED = 660 SF EFFECTIVE (60 LF X 11 SFILF 660 SF)
A rox. Well ��
\ / PP \ l / 100% RESERVE AREA PROVIDED (ONE ROW OF 60 OF MANTIS 536-8)
cotion
Lo
U,, House _ : �� - __ �F,,.'- o l I MLSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60"
GRAPHIC SCALE
\o
\' \ 75 �- -400- � � _ 4 \ \ � ��� ' . e \ � 10B10
20 40
)
..\ \ _ / . \ y `� _ Nouse /
,.., Arox. Well
® Location \
- \� <`� � � } � � _�. � \ -'' �� �-�-s - ` � ,i� �I �`-J" /- � � /� SEE SHEET 2/4 FOR LEGEND
N ( IN FEET)
1 inch = 40 ft.�\D AND ABBREVIATIONS
��-
�, \ \ \ /� / / / WFC °�` - i
2017 BOUNDARIES LLC r\~ / / ` Tr \ \ ,
p - - <-!`� / - Approx. Septic
M
THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY WF \ �- \ / // ��Y� �� O
! =�
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE 1 C �� - , W� �� ��\`` s { r , LOCA tlOr1 / �f
Am • . ®_ / , Wr 1 -�./ 29102
v- L
DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION.`7 ��, --��,�°'vim
OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. ' 10C -_20Cfir.
t.
DAVID C. _McKAY, P. E= LIC&ISE NO. DATE
"TO MY KNOWLEDGE ANY, BIELIEF THIS MAP IS SUBSTANTIALLY
CG'RRECT AS NOTED H - EON."
70016
J0H ffU. FA U L(KeIJR. ' L. S. LICENSE NO. DATE
SHEET NO.
4
t
r
f,
SHEET NO.
4
NARRATIVE
THIS PLAN SET DEPICTS THE SUBDIVISION OF A 10.45± ACRE PARCEL OF LAND, IDENTIFIED AS 45 OAKLAND DRIVE IN
THE OAKDALE SECTION OF MONTVILLE, CONNECTICUT. THE PROPOSAL IS TO SUBDIVIDE THE SUBJECT PROPERTY INTO 4
RESULTANT LOTS IN ACCORDANCE WITH THE R-80 ZONING DISTRICT REQUIREMENTS. LOT # 1 WILL BE 2.27± ACRES AND
WILL CONTAIN THE EXISTING 3—BEDROOM HOUSE AND RELATED EXISTING IMPROVEMENTS. LOTS #2 (1.96± ACRES), #3
(2.12± ACRES), AND #4 (3.77± ACRES) WILL BE NEW LOTS TO BE DEVELOPED FOR NEW SINGLE—FAMILY RESIDENTIAL
USE
SHEET 3/4 DEMONSTRATES DEVELOPMENT FEASIBILITY FOR SINGLE—FAMILY RESIDENTIAL USE, INCLUDING FEASIBLE
LOCATIONS OF DRIVEWAYS, UTILITIES, HOUSES, WATER SUPPLY WELLS, SEPTIC SYSTEMS, CONCEPTUAL SITE GRADING AND
SOIL EROSION & SEDIMENT CONTROLS. DEVELOPMENT DEPICTED BY THIS PLAN IS CONCEPTUAL ONLY, AND NO ACTUAL
CONSTRUCTION IS PROPOSED BY THIS PLAN.
ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE
(NRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOILS LOCATED UPON THE SUBJECT PROPERTY
CONSIST OF.
38C HINCKLEY LOAMY SAND, 3-151w. SLOPES
38E HINCKLEY LOAMY SAND, 15-45% SLOPES
62D CANTON AND CHARLTON FINE SANDY LOAMS, 15-351*o' SLOPES, EXTREMELY STONY
73C CHARLTON-CHATFIELD COMPLEX, 0-15% SLOPES, VERY ROCKY
INLAND WETLANDS AND WATERCOURSES LOCATED UPON THE SUBJECT PROPERTY WERE DELINEATED BY DEMIAN A.
SORRENTINO, CERTIFIED SOIL SCIENTIST. THERE ARE NO ACTIVITIES PROPOSED WITHIN A WETLAND OR WATERCOURSE, AND
NO REGULATED ACTIVITIES PROPOSED WITHIN THE 50' REGULATED AREA.
OPERATION & MAINTENANCE OF EROSION
CON
TROLS FOR TYPICAL LOT REVEL MENT
NO CONSTRUCTION SHALL PROCEED' UNTIL PROPER SEDIMENTATION AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES.
ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND
SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE
RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITH SUITABLE VEGETATION PRIOR TO THE COMPLETION
OF CONSTRUCTION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA
REQUIRED TO PERFORM THE WORK.
DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR
CONTRACTOR SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY DISPOSING OF DRAINED OIL,
REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM EQUIPMENT USED ON SITE. VEHICLE
MAINTENANCE SHALL BE COMPLETED OFF SITE TO THE MAXIMUM EXTENT PRACTICABLE ALL OIL SPILLS SHALL BE
IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS
OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT
GENERAL STATUTES.
EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE
EXISTING WATER QUALITY. ALL ACTIVITIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE
WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES.
DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. SAID MEASURES SHALL BE INSPECTED
WEEKLY AND AFTER EACH RAINSTORM WITH GREATER THAN 0.5" OF RAINFALL IN A 24—HOUR PERIOD.
ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF
THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.
SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED IN NON—WETLAND AREAS THAT ARE NOT SUBJECT TO
EROSION, AND ARE NOT TO BE PAVED OR BUILT UPON.
HAY BALES, SEDIMENT FENCE, WOOD CHIP FILTER BERM, AND OTHER EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN
ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE,
ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN PLACE AND IN PROPER
CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS
UPGRADIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD
AT LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES SHALL BE DISMANTLED,
REMOVED, AND DISPOSED OF IN AN APPROVED MANNER.
DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED
DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE
REMOVAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED
IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED
ON THIS PLAN.
THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY
STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS WITH A RAINFALL
TOTAL OF GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY
STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE
MONTHS.
DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION
CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING:
* jf ISPECTION OF ALL SEDIMENT FENCE, STAKED HAY BALES, AND WOOD CHIP FILTER BERMS. REMOVE
ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH)
* INSPECTION OF ANTI—TRACKING PAD. REMOVE, DISPOSE OF, AND REPLACE IF PAD IS NO LONGER FUNCTIONAL
IN THE COLLECTION OF SEDIMENTS FROM VEHICULAR/TRUCK TRAFFIC (WITHIN 2" OF CRUSHED STONE SURFACE).
DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE
INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION
AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE
OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION
CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS
WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF—SITE SEDIMENT TRACKING.
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN
PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY THE TOWN OF MONTVILLE,
OR THEIR DESIGNATED AGENT.
THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS
EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION
PERIOD.
THIS RESPONSIBILITY INCLUDES THE INSTALLATION ANDMAINTENANCE OF CONTROL MEASURES THROUGHOUT THE
CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND
OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS
RESPONSIBILITY, AND CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE
OF THE LAND IS TRANSFERRED TO A THIRD PARTY.
V
4
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00
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cv
EROSION
FOR TYPICAL LOT
1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES
SHALL BE THE EXCAVATION CONTRACTOR WHICH IS UNDETERMINED AT THIS TIME.
2. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT
COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF
ENVIRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OF
INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES THE CONTRACTOR SHALL INSTALL
ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN OF MONTVILLE STAFF.
3. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15 OR
BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES,
APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME SEED MIXTURE SHALL BE AS FOLLOWS:
ALL 2:1 SLOPE AREAS
CROWN VETCH 15 LBSIACRE OR 0.35 LBS/1,000 SF
PERENNIAL RYEGRASS 10 LBS/ACRE OR 0.25 LBS/1, 000 SF
ALL OTHER GRASSED AREAS
KENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS11,000 SF
CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF
PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 SF
MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 100-200
BALES PER ACRE
4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS WITH
TOTAL RAINFALL OF 0.5" OR GREATER WITHIN A 24—HOUR PERIOD, AND REPAIRED OR REPLACED AS
NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN.
CONSTRUCTION SEQU
FOR TYPICAL LOT
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. INSTALL EROSION CONTROL MEASURES DOWN GRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE
LOCATIONS SHOWN.
5. GRUB VEGETATION AND REMOVE FROM SITE STRIP TOPSOIL AND STOCKPILE FOR FUTURE REUSE,
SURROUND STOCKPILE WITH SEDIMENT FENCE AND SEED FOR TEMPORARY STABILIZATION.
6. BEGIN EARTHWORK ACTIVITIES FOR DRIVEWAY, HOUSE AND SUBSURFACE SEWAGE DISPOSAL SYSTEM.
7. INSTALL BUILDING FOUNDATION AND CONSTRUCT BUILDING.
8. INSTALL WELL, SUBSURFACE SEWAGE DISPOSAL SYSTEM AND UTILITIES.
9. ROUGH GRADE DRIVEWAY TO SUBGRADE ELEVATION. PLACE AND COMPACT PROCESSED GRAVEL, TRAFFIC
BOUND GRAVEL SURFACE. INSTALL PAVED APRON PER TOWN REQUIREMENTS_ .
10. INSTALL LANDSCAPING AND IMMEDIATELY LOAM ALL DISTURBED AREAS WITH 4" MINIMUM OF TOPSOIL,
SEED AND MULCH.
11. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES.
FILTER FENCE
1�O.C.
M
COMPACTED
BACKFILL
EXCAVATE
6 ljx 6rp
TRENCH FLOW
,-
- EXISTING GRADE
12" MIN.
DEPTH UNDISTURBED
GROUND
SEDIMENT F DETAIL
NOT TO SCALE
PUBLIC ROAD'
PAVED APRON
50' MINIMUM °
O°o°o°o°o 0 0 —
O°O°o°°o°o°o°o°o°o°o oO
0 0 0 0 0.9 0 0 0 0 0 0 0 0 0 0 0 _
O°O°O°O°O°O°O°O°O°OHO°O°O°O°O°O°
O°O°O°O°°°O°O°O°O°O°O°O°O°O°O°OO°
O o 0 0 0 0 0 o a o 0 o a O a 0
6„ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°
MINIMUM -as 00000aaoa0aaaaao
0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0
°°°°°°°°°°°°°°°°° CL DOT JJ STONE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O D O Q O 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
000000
o 00°0°0°0°0°0°0°O°O°O
O a00O00°OaOo0°0°
0 0000
000000
0000
0
12' OR FILTER FABRIC
AS REQUIRED
Ahviffl-TRACKIINIGPAD ADRIVEWAY
NOT TO SCALE
0
�-- EXISTING GRADE
6' MIN
WOOD CHIP BERM
NOT TO SCALE
SYNTHETIC FABRIC FILTER FENCE
WOOD POSTS
STAKED HAYBALE
/_ COMPACTED BACKFILL
/ \ / GRADE
\
12 MIN. DEPTH /\ UNDISTURBED
GROUND
EXCAVATE 6" x 6" TRENCH ON
UPSLOPE SIDE OF WOOD POSTS
SEDIMENT FENCE BA KED
.BY STAKED HAY BALES
NOT TO SCALE
2-1/2" BIT. CONC.
PAVEMENT (MIN.)
SUITABLE
COMPACTED
suacRADE 6" PROCESSED
GRAVEL (MIN.)
SECTION VIEW
NOT TO SCALE
PAVE TO STREETLINE GRAVEL TRAVEL
37. SLOPE MAX. FOR SURFACE
10' MINIMUM --� �.f
MAINTAIN 1!4" LIP AT
EDGE OF PAVEMENT
SEE SECTION VIEW
.TO BITUMINOUS
8' RADIUS CONCRETE
(TYP.)
TYPICAL DRIVEWAY APROI!
NOT TO SCALE
1 ,y 29102
DAVID C. McKAY, _P.E LICENSE NO. DATE
1
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142