HomeMy WebLinkAboutSite Plan0 W =0000
•
ago �0 rW N
S
TOWN OF
EAST LYME
P- A
0
-'10\0,
LOCATION MAP
1 "=1000'
SOILS LEGEND
UNIT NUMBER
EXISTING
REQUIRED
RIDGEBURY, LEICESTER, AND WHITMAN
3
SOILS, 0-8% SLOPES, EXTREMELY STONY
MIN. LOT AREA
WOODBRIDGE FINE SANDY LOAM, 0-8%
46B
SLOPES, VERY STONY
o_
j
WOODBRIDGE FINE SANDY LOAM, 3-15%
47C
SLOPES, EXTREMELY STONY
60D
CANTON AND CHARLTON SOILS,
1
15-25% SLOPES
PERC TEST LOCATION
PAXTON AND MONTAUK FINE SANDY
84B
LOAMS, 3-8% SLOPES
x WF 1
PAXTON AND MONTAUK FINE SANDY
85B
LOAMS, 3-8% SLOPES, VERY STONY
60 30 0 60 120 180
45 15 SCALE IN FEET
N/F LEGEND
COLONEL LANDSCAPING. LLC
STREET LINE
ROBERT C. Russo, cess # #276 BUTLERTOWN ROAD , - �- - PROPERTY/STREET
N. --- PROPOSED LOT LINE
ADJACENT PROPERTY/STREET LINE
O
THE UNDERSIGNED HAS MARKED THE WETLANDS LIMITS IN THE BUILDING SETBACK LINE
FIELD AND CERTIFIES THAT THE WETLANDS LIMITS SHOWN ON '
THIS MAP APPEAR TO BE ACCURATE. 6g% 99 �� - - - EXISTING EASEMENT LINE
de • ••••••••••••••••••• • FLOOD ZONE
' N
• • • WATERCOURSE
R. RICHARD SNARSKI, CPSS #1975 �a•5o �' INLAND WETLAND BOUNDARY
50' UPLAND REVIEW AREA
------250------
NOTE: ALL SOIL TYPES AND DELINEATION LINES WERE
MONTVILLE LIGHT INDUSTRIAL 'LI' DISTRICT
ITEM
REQUIRED
EXISTING CONTOUR
APPROXIMATED PER NATURAL RESOURCES
CONSERVATION SERVICE'S SOIL MAP DATABASE. �'
6
MIN. LOT AREA
80,000 S.F.
EXISTING BUILDING/STRUCTURE
/
o_
j
a
k
�TP #1
TEST PIT LOCATION
/
213.94 FT.
1
QPT A
PERC TEST LOCATION
60.3 FT. (PR. OFFICE) (1)
N/A (2)
SETBACK
x WF 1
WETLAND FLAG LOCATION
N /F
Vol
REAR YARD
50 FT.
367.3 FT. (EX. BARN)
420.9 FT. (EX. ACCESSORY STRUCTURE)
ANNA LEE &
DONOVAN LEE ��ry�a
#288 BUTLERTOWN ROAD 'e A
�ry h
i
GENERAL NOTES:
1. THIS PLAN WAS COMPILED USING THE FOLLOWING REFERENCE MAP:
i
A) A CLASS A-2 SURVEY MAP ENTITLED "RECORD SUBDIVISION MAP, THE E.L.K. SUBDIVISION,
TAX MAP 1 LOT 14, 230 BUTLERTOWN ROAD, MONTVILLE, CONNECTICUT", SCALE: 1 "=60', N/F .�
DATED: AUGUST 8., 2016, WITH REVISIONS THROUGH AUGUST 26, 2016, PREPARED BY GLENN L. SKINNER & •'`°`
ANNINO SURVEY, Llc• CARMEN H. SKINNER
B) A CLASS A-2 SURVEY MAP ENTITLED "TOPOGRAPHIC SURVEY AND BOUNDARY SURVEY #11 SILVER FALLS ROAD
SUBDIVISION OF LAND OF MANUEL J. MISARSKI & ROBERT T. MISARSKI, 230 BUTLERTOWN
ROAD, MONTVILLE, CONNECTICUT", SCALE: 1"=100', DATED: OCTOBER 31, 2013, PREPARED
BY FINN SURVEY.
S JO C ELLIS OF 24 SALTUS DRIVE OLD SAYBROOK CT 06475
2.
3.
4.
5.
91
7.
10.
ZONING DATA TABLE
MONTVILLE LIGHT INDUSTRIAL 'LI' DISTRICT
ITEM
REQUIRED
PROPOSED LOT #14
PROPOSED LOT #14-5
PROPOSED LOT #14-6
MIN. LOT AREA
80,000 S.F.
120,350± S.F.
529,311± S.F.
94,243± S.F.
MIN. FRONTAGE
200 FT.
241.05 FT.
200.72 FT.
213.94 FT.
FRONT YARD
50 FT.
63.3 FT. (EX HOUSE)
116.0 FT. (EX. ACCESSORY STRUCTURE)
60.3 FT. (PR. OFFICE) (1)
N/A (2)
SETBACK
EXISTING STONEWALL
127.1 (EX. BARN)
167.9 FT. (EX. ACCESSORY STRUCTURE)
REAR YARD
50 FT.
367.3 FT. (EX. BARN)
420.9 FT. (EX. ACCESSORY STRUCTURE)
1,1931 FT. (EX. ACCESSORY STRUCTURE)
N/A (2)
SETBACK
445.0 FT. (EX. HOUSE)
1,282± FT. (PR. OFFICE) (1)
SIDE YARD
30 FT.
56.0 FT. (EX. BARN)
162.0 FT. (EX. HOUSE)
46.5 FT. (EX. ACCESSORY STRUCTURE)
N/A (2)
SETBACK (NORTH)
173.4 FT. (EX. ACCESSORY STRUCTURE)
54.2 FT. (PR. OFFICE) (1)
SIDE YARD
SETBACK (SOUTH)
30 FT.
32.0 FT. (EX. HOUSE)
47.1 FT. (EX. ACCESSORY STRUCTURE)
93.6 FT. (PR. OFFICE) (1)
108.4 FT. (EX. ACCESSORY STRUCTURE)
N/A (2)
140.3 FT. (EX. BARN)
MAX. BUILDING HEIGHT
50 FT.
<50 F.T. (EX. HOUSE)
<50 FT. (EX. HOUSE/PR. OFFICE) (1)
N/A (2)
�'
NOTES
257x0
EXISTING SPOT GRADE
N
TOTAL WETLANDS DISTURBED
NONE
UTILITY POLE/GUY ANCHOR
N� 45B
El
CONCRETE MONUMENT
0
IRON PIPE/PIN
CP
N
i
APPROXIMATE TREE/BRUSH LINE
EXISTING STONEWALL
WETLAND AREA
\!
s31.52'53"E �� u APPROXIMATE SOIL TYPE
47.26' ` DELINEATION LINE
tun,
o,
o,
o
CP !;,,
cP
CP
#6928
THE APPLICANT I HN �'
(1) EXISTING HOUSE ON LOT #14-5 WILL BE CONVERTED TO AN OFFICE. ►'
THE SUBJECT PROPERTY IS LOCATED WITHIN THE 'LIGHT INDUSTRIAL - LI' ZONING DISTRICT. (2) THERE ARE NO EXISTING BUILDINGS OR ANY PROPOSED DEVELOPMENT ON LOT #14-6 AT THIS TIME. u,
LOT #5 LIES WITHIN FEMA FLOOD HAZARD ZONE X. i
THE APPLICANT IS PROPOSING A 3 -LOT SUBDIVISION FOR THE SUBJECT PROPERTY. THE 216
EXISTING BUILDINGS, SEPTIC SYSTEMS AND DRIVEWAYS CURRENTLY ON THE LOT WILL REMAIN , �� N ? _ - - rn.
AND THE EXISTING (HOUSE ON LOT #14-5 WILL BE CONVERTED TO AN OFFICE. THE SEPTIC N `\'oOC9oN l N /F
PRESERVATION AREAS ARE SHOWN FOR CONCEPTUAL PURPOSES ONLY. NO LOT DEVELOPMENT ' _ -
IS PROPOSED AT THIS TIME. PRIOR TO ANY LOT DEVELOPMENT, A COMPLETE SITE PLAN SHALL /� 'I 1 l'� 4, }I ' , 456 �'Y OTHER LAND OF - _ _ - % ', ROBERT T. MISARSKI &
BE PREPARED, REVIEWED AND APPROVED IN CONFORMANCE WITH ALL APPLICABLE LOCAL `9 6' ' 17 ' '' ' ROBERT T. MISARSKI & N' , 5� _ - - - MANUEL J. MISARSKI
REGULATIONS. o ? , , , ` , + 1 + I , 1 , ,
\:� o 1 \ I + - - \'� BUTLERTOWN ROAD
MANUEL J. MISARSKI
p ICP I , 1, 1, 1 I r BUTLERTOWN ROAD w �� - - - -
THE PURPOSE OF THIS PLAN IS FOR REVIEW BY THE MONTVILLE INLAND WETLANDS `I a, `�i 1 ', .. , ,1 , ', ; I
COMMISSION AND THE MONTVILLE PLANNING AND ZONING COMMISSION FOR SUBDIVISION , �'. a� ' ' + 6 '\I ' + ' ,.� r - / `\ \ N. ` 1
co ' , I r , , , ' , I I / �' 6''' , S ` 1 CP
APPROVAL AND BY THE UNCAS HEALTH DISTRICT FOR COMPLIANCE WITH THE CONNECTICUT N N cQ P�' `�
1 p + + ; , 1 I I r , 6' / •5��' ! ! < , . `Z \ 1 `� #6174
PUBLIC HEALTH CODE. OI p
Z'z I I , 1 1
UA 1 tJ rV , i \ , \
(b. , + I , i ` EXISTING
I �,, Q , / , , , \
LOTS #14 AND #14-5 ARE SERVED BY PRIVATE WELLS AND SUBSURFACE SEWAGE DISPOSAL "� ' \ + 1�. `� 1NE'16 + ' I ' O �' �i 1 r ` - ' '
I X ' , , ,.. , , \ � i I , ! 1 DRIVE
SYSTEMS. THERE ARE NO KNOWN WELLS OR OTHER DESIGN CONFLICTS WITHIN 75 FEET
OF THE SEPTIC PRESERVATION OR RESERVE AREAS.
CCI)P t-3
I r `+ ► i , , Par,. ,! �i58x
.P 1 + / E r / , �.. , i �s
IT IS UNKNOWN IF THE EXISTING DWELLINGS ON LOTS 14 AND 14-5 HAVE FOOTING + ' t ` t ' r : ; `i' . /' ' , + , ', '� ;+ `, ' ' , , I r I 1 t , , • X75 E / ► , 3o SIgP '� , ,' G
I. , i I + 1 r r EXISN -25
DRAINS. THERE ARE NO KNOWN GROUNDWATER DRAINS WITHIN 50 FEET OF I I + ; , , r ,. , I 1 I , , , , r , r 1 r ! , 5N ,25 x2 ,G
THE SEPTIC PRESERVATION OR RESERVE AREAS. ' ' ' ` i4 ` ' ' / / ' ' t
' ' + 1 I r , I... J/. t 1 , + , 1. 1 , 1 1 1 , , � t 1 + / , , r 1 1 / ' � I r 1 \ Z \
INLAND WETLAND FLAG 1-1 WAS TAKEN FROM THE MAP REFERENCED INFtO.,
.
NOTE #2B FROM REFERENCE MAP #1A ABOVE. INLAND WETLAND FLAGS I \ ' • ��. . t ..... .., ... I t ., . L I , , ,I / / , r r _ 1
1-2, 1, 2 & 3 WERE LOCATED IN THE FIELD. INLAND WETLAND FLAGS
,..
4 THRU 17 WERE TAKEN FROM THE MAP REFERENCED IN NOTE #2D �o' ' 1
Dr \ \: ?..'. .! , + . ... , , 1. r + > \ r / / \
FROM REFERENCE MAP #1A ABOVE. WETLAND FLAGS FROM MAP �� 1 , , r . 1.. r. ,.. + ... I + , , , 1 ' ! I I ' -258 -o ,
2B WERE DELINEATED BY ROBERT C. RUSSO, SOIL SCIENTIST. , + ,.. ...... 1 ... `
WETLAND FLAGS FROM MAP #2D WERE DELINEATED BY RICHARD
/69/.0 L. . OF GEOMATRIX O EX\5 SE 1 +
NARSKI SOIL SCIENTIST. /i + 1 I... .. ` .. ,� y' a '� : t .� r. I + 1 , , , > c / r 1 I , rEXISTING N0j I \ AT&T
S . . I , ,.` �. + '.. 1 .. ,. ... .. .. , . 1 I ' + �..i I + I I v �s r , r , I , , r GST 6 00 R�SEAVE , ' ACCESSORY , \ •�
r . ,....... �. ......., ... ,. , . } ,. , , I , , d_ r , , l , r o , - \ #6173
�/ ,.i.'.. .... r... , ,. + ... 1 . i. 4.. , 1 a� I , + ' �''EACrHING /SYSTEM
ALL ELEVATIONS SHOWN HEREON ARE BASED ON 1 , ;. \. '. ..; .... ,.. , z .. _ ,.. r , 1 +. , + I I I , , , , / , , / r o STRUCTURE ,EXIST 1
i I / I , ......... ... ,... .... \ ,. ..: i ;. WF 11 I I , ' , �' i� , \ + , , (SEE �H�IET ,� ,OF 2) / 1 /
ASSUMED DATUM PER REFERENCE MAP #1A... , .. \i li. , , + , . ;� 1. I , r 1 , 1 , Z r + ' r , ' ' PT° #7 / \
, ... .. .,. .. ' .. ..i 1 r J f. EXISTING
+ , , 1 , C� \ r , i� ' ! i' , \ x;1 DRIVE
SEE SHEET 2 OF 2 FOR ADDITIONAL r , + ,.. , :. '..`;. ,. .... I I r r , # , /
!
,
I /
I ,
T r I 1 i
� I
\ 1
� I , � 1. .... , \\
A. r l r. , .,. .,. 1 11. +1 + I I r 0. ! 1
t I /
INFORMATION. , ' i e . , ; , r ,....:.. + .: , . .. ,. , , I , , I / r , ,
,� f� OPO��D Lot #Y4� ,
, 1. .. ,. ,.. , . r , ... i , , WF 111' I ' ' \ , O t1� , , , \
1 + 1 /AREA -120 35�Of b.F ���x4 3
It
., , .. .. 1 i ... , r ., . , , , 1 , , ! , � � , I 6 .. \ EXISTING HOUSE TO BE
' +.. + I I 1 , ! ! v 1 - \ T T
L ... ! L ...... ... , i. i , I , , ; , a r n r , , - C., CONVERTED 0 OFFICE FOR
, O 1 t, A _>i I GARDE - �/ .L.K. LLC AND WOODSMEN
Q.76 '
,F.'101 I I I 1 1 r �� I ' ! ! / �� �'� / + \
LAND TRUST LLC.
-\]i,i + I 1 I I '. '. 1 I I \ + ��, Q ' r r i ! ' ! ' ! i ' ! �— / -- t i^ \ `
3
INLAND WETLAND DATA TABLE
NOTES
QUANTITY
TOTAL WETLANDS ON PROPERTY
(IN MONTVILLE)
336,200± S.F. OR
7.72± ACRES
TOTAL WETLANDS DISTURBED
NONE
TOTAL PROPOSED WORK WITHIN
UPLAND REVIEW AREA
<400 S.F. OR
<0.01 ACRES
37.63' ;� ,!�- "--� —,-r��� R=280.00 ��� Q ,�`°�q' ALYSHA M. BUTLERTOWN ROAD - -r- -' L=92.10' r' ' S82'17'54"W
CH=S72'27'11 "W N F 36.09' S6232'39"W
19.01 SEE ENLARGED
91.69'
y o �, rn Q / S73'08'19"W S61'38'S7"W INSET ON
/ ,® ROY C. BALD(& " ,
N88'52 10 W S63'01'47"W MARY M. BALDI 34.09 S73 56 40 W 27,69 SHEET 2 OF 2
40.83' 31.03' #84 PEMBER ROAD S70'47'44"W 42.53' S66'29'33"W
53.77' 20.85'
Approved by the Montville Planning and Zoning Commission
Date
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DATE:
AUGUST 29, 2016
SCALE:
1"=60'
DRAWN BY:
RG
CHKD BY:
SM, JW
DWG. NO.:
OSDP-1
SHEET NO.:
1 of 2
JOB NO.:
2016-318
0 W =0000
•
ago �0 rW N
S
TOWN OF
EAST LYME
P- A
0
-'10\0,
LOCATION MAP
1 "=1000'
SOILS LEGEND
UNIT NUMBER
EXISTING
REQUIRED
RIDGEBURY, LEICESTER, AND WHITMAN
3
SOILS, 0-8% SLOPES, EXTREMELY STONY
MIN. LOT AREA
WOODBRIDGE FINE SANDY LOAM, 0-8%
46B
SLOPES, VERY STONY
o_
j
WOODBRIDGE FINE SANDY LOAM, 3-15%
47C
SLOPES, EXTREMELY STONY
60D
CANTON AND CHARLTON SOILS,
1
15-25% SLOPES
PERC TEST LOCATION
PAXTON AND MONTAUK FINE SANDY
84B
LOAMS, 3-8% SLOPES
x WF 1
PAXTON AND MONTAUK FINE SANDY
85B
LOAMS, 3-8% SLOPES, VERY STONY
60 30 0 60 120 180
45 15 SCALE IN FEET
N/F LEGEND
COLONEL LANDSCAPING. LLC
STREET LINE
ROBERT C. Russo, cess # #276 BUTLERTOWN ROAD , - �- - PROPERTY/STREET
N. --- PROPOSED LOT LINE
ADJACENT PROPERTY/STREET LINE
O
THE UNDERSIGNED HAS MARKED THE WETLANDS LIMITS IN THE BUILDING SETBACK LINE
FIELD AND CERTIFIES THAT THE WETLANDS LIMITS SHOWN ON '
THIS MAP APPEAR TO BE ACCURATE. 6g% 99 �� - - - EXISTING EASEMENT LINE
de • ••••••••••••••••••• • FLOOD ZONE
' N
• • • WATERCOURSE
R. RICHARD SNARSKI, CPSS #1975 �a•5o �' INLAND WETLAND BOUNDARY
50' UPLAND REVIEW AREA
------250------
NOTE: ALL SOIL TYPES AND DELINEATION LINES WERE
MONTVILLE LIGHT INDUSTRIAL 'LI' DISTRICT
ITEM
REQUIRED
EXISTING CONTOUR
APPROXIMATED PER NATURAL RESOURCES
CONSERVATION SERVICE'S SOIL MAP DATABASE. �'
6
MIN. LOT AREA
80,000 S.F.
EXISTING BUILDING/STRUCTURE
/
o_
j
a
k
�TP #1
TEST PIT LOCATION
/
213.94 FT.
1
QPT A
PERC TEST LOCATION
60.3 FT. (PR. OFFICE) (1)
N/A (2)
SETBACK
x WF 1
WETLAND FLAG LOCATION
N /F
Vol
REAR YARD
50 FT.
367.3 FT. (EX. BARN)
420.9 FT. (EX. ACCESSORY STRUCTURE)
ANNA LEE &
DONOVAN LEE ��ry�a
#288 BUTLERTOWN ROAD 'e A
�ry h
i
GENERAL NOTES:
1. THIS PLAN WAS COMPILED USING THE FOLLOWING REFERENCE MAP:
i
A) A CLASS A-2 SURVEY MAP ENTITLED "RECORD SUBDIVISION MAP, THE E.L.K. SUBDIVISION,
TAX MAP 1 LOT 14, 230 BUTLERTOWN ROAD, MONTVILLE, CONNECTICUT", SCALE: 1 "=60', N/F .�
DATED: AUGUST 8., 2016, WITH REVISIONS THROUGH AUGUST 26, 2016, PREPARED BY GLENN L. SKINNER & •'`°`
ANNINO SURVEY, Llc• CARMEN H. SKINNER
B) A CLASS A-2 SURVEY MAP ENTITLED "TOPOGRAPHIC SURVEY AND BOUNDARY SURVEY #11 SILVER FALLS ROAD
SUBDIVISION OF LAND OF MANUEL J. MISARSKI & ROBERT T. MISARSKI, 230 BUTLERTOWN
ROAD, MONTVILLE, CONNECTICUT", SCALE: 1"=100', DATED: OCTOBER 31, 2013, PREPARED
BY FINN SURVEY.
S JO C ELLIS OF 24 SALTUS DRIVE OLD SAYBROOK CT 06475
2.
3.
4.
5.
91
7.
10.
ZONING DATA TABLE
MONTVILLE LIGHT INDUSTRIAL 'LI' DISTRICT
ITEM
REQUIRED
PROPOSED LOT #14
PROPOSED LOT #14-5
PROPOSED LOT #14-6
MIN. LOT AREA
80,000 S.F.
120,350± S.F.
529,311± S.F.
94,243± S.F.
MIN. FRONTAGE
200 FT.
241.05 FT.
200.72 FT.
213.94 FT.
FRONT YARD
50 FT.
63.3 FT. (EX HOUSE)
116.0 FT. (EX. ACCESSORY STRUCTURE)
60.3 FT. (PR. OFFICE) (1)
N/A (2)
SETBACK
EXISTING STONEWALL
127.1 (EX. BARN)
167.9 FT. (EX. ACCESSORY STRUCTURE)
REAR YARD
50 FT.
367.3 FT. (EX. BARN)
420.9 FT. (EX. ACCESSORY STRUCTURE)
1,1931 FT. (EX. ACCESSORY STRUCTURE)
N/A (2)
SETBACK
445.0 FT. (EX. HOUSE)
1,282± FT. (PR. OFFICE) (1)
SIDE YARD
30 FT.
56.0 FT. (EX. BARN)
162.0 FT. (EX. HOUSE)
46.5 FT. (EX. ACCESSORY STRUCTURE)
N/A (2)
SETBACK (NORTH)
173.4 FT. (EX. ACCESSORY STRUCTURE)
54.2 FT. (PR. OFFICE) (1)
SIDE YARD
SETBACK (SOUTH)
30 FT.
32.0 FT. (EX. HOUSE)
47.1 FT. (EX. ACCESSORY STRUCTURE)
93.6 FT. (PR. OFFICE) (1)
108.4 FT. (EX. ACCESSORY STRUCTURE)
N/A (2)
140.3 FT. (EX. BARN)
MAX. BUILDING HEIGHT
50 FT.
<50 F.T. (EX. HOUSE)
<50 FT. (EX. HOUSE/PR. OFFICE) (1)
N/A (2)
�'
NOTES
257x0
EXISTING SPOT GRADE
N
TOTAL WETLANDS DISTURBED
NONE
UTILITY POLE/GUY ANCHOR
N� 45B
El
CONCRETE MONUMENT
0
IRON PIPE/PIN
CP
N
i
APPROXIMATE TREE/BRUSH LINE
EXISTING STONEWALL
WETLAND AREA
\!
s31.52'53"E �� u APPROXIMATE SOIL TYPE
47.26' ` DELINEATION LINE
tun,
o,
o,
o
CP !;,,
cP
CP
#6928
THE APPLICANT I HN �'
(1) EXISTING HOUSE ON LOT #14-5 WILL BE CONVERTED TO AN OFFICE. ►'
THE SUBJECT PROPERTY IS LOCATED WITHIN THE 'LIGHT INDUSTRIAL - LI' ZONING DISTRICT. (2) THERE ARE NO EXISTING BUILDINGS OR ANY PROPOSED DEVELOPMENT ON LOT #14-6 AT THIS TIME. u,
LOT #5 LIES WITHIN FEMA FLOOD HAZARD ZONE X. i
THE APPLICANT IS PROPOSING A 3 -LOT SUBDIVISION FOR THE SUBJECT PROPERTY. THE 216
EXISTING BUILDINGS, SEPTIC SYSTEMS AND DRIVEWAYS CURRENTLY ON THE LOT WILL REMAIN , �� N ? _ - - rn.
AND THE EXISTING (HOUSE ON LOT #14-5 WILL BE CONVERTED TO AN OFFICE. THE SEPTIC N `\'oOC9oN l N /F
PRESERVATION AREAS ARE SHOWN FOR CONCEPTUAL PURPOSES ONLY. NO LOT DEVELOPMENT ' _ -
IS PROPOSED AT THIS TIME. PRIOR TO ANY LOT DEVELOPMENT, A COMPLETE SITE PLAN SHALL /� 'I 1 l'� 4, }I ' , 456 �'Y OTHER LAND OF - _ _ - % ', ROBERT T. MISARSKI &
BE PREPARED, REVIEWED AND APPROVED IN CONFORMANCE WITH ALL APPLICABLE LOCAL `9 6' ' 17 ' '' ' ROBERT T. MISARSKI & N' , 5� _ - - - MANUEL J. MISARSKI
REGULATIONS. o ? , , , ` , + 1 + I , 1 , ,
\:� o 1 \ I + - - \'� BUTLERTOWN ROAD
MANUEL J. MISARSKI
p ICP I , 1, 1, 1 I r BUTLERTOWN ROAD w �� - - - -
THE PURPOSE OF THIS PLAN IS FOR REVIEW BY THE MONTVILLE INLAND WETLANDS `I a, `�i 1 ', .. , ,1 , ', ; I
COMMISSION AND THE MONTVILLE PLANNING AND ZONING COMMISSION FOR SUBDIVISION , �'. a� ' ' + 6 '\I ' + ' ,.� r - / `\ \ N. ` 1
co ' , I r , , , ' , I I / �' 6''' , S ` 1 CP
APPROVAL AND BY THE UNCAS HEALTH DISTRICT FOR COMPLIANCE WITH THE CONNECTICUT N N cQ P�' `�
1 p + + ; , 1 I I r , 6' / •5��' ! ! < , . `Z \ 1 `� #6174
PUBLIC HEALTH CODE. OI p
Z'z I I , 1 1
UA 1 tJ rV , i \ , \
(b. , + I , i ` EXISTING
I �,, Q , / , , , \
LOTS #14 AND #14-5 ARE SERVED BY PRIVATE WELLS AND SUBSURFACE SEWAGE DISPOSAL "� ' \ + 1�. `� 1NE'16 + ' I ' O �' �i 1 r ` - ' '
I X ' , , ,.. , , \ � i I , ! 1 DRIVE
SYSTEMS. THERE ARE NO KNOWN WELLS OR OTHER DESIGN CONFLICTS WITHIN 75 FEET
OF THE SEPTIC PRESERVATION OR RESERVE AREAS.
CCI)P t-3
I r `+ ► i , , Par,. ,! �i58x
.P 1 + / E r / , �.. , i �s
IT IS UNKNOWN IF THE EXISTING DWELLINGS ON LOTS 14 AND 14-5 HAVE FOOTING + ' t ` t ' r : ; `i' . /' ' , + , ', '� ;+ `, ' ' , , I r I 1 t , , • X75 E / ► , 3o SIgP '� , ,' G
I. , i I + 1 r r EXISN -25
DRAINS. THERE ARE NO KNOWN GROUNDWATER DRAINS WITHIN 50 FEET OF I I + ; , , r ,. , I 1 I , , , , r , r 1 r ! , 5N ,25 x2 ,G
THE SEPTIC PRESERVATION OR RESERVE AREAS. ' ' ' ` i4 ` ' ' / / ' ' t
' ' + 1 I r , I... J/. t 1 , + , 1. 1 , 1 1 1 , , � t 1 + / , , r 1 1 / ' � I r 1 \ Z \
INLAND WETLAND FLAG 1-1 WAS TAKEN FROM THE MAP REFERENCED INFtO.,
.
NOTE #2B FROM REFERENCE MAP #1A ABOVE. INLAND WETLAND FLAGS I \ ' • ��. . t ..... .., ... I t ., . L I , , ,I / / , r r _ 1
1-2, 1, 2 & 3 WERE LOCATED IN THE FIELD. INLAND WETLAND FLAGS
,..
4 THRU 17 WERE TAKEN FROM THE MAP REFERENCED IN NOTE #2D �o' ' 1
Dr \ \: ?..'. .! , + . ... , , 1. r + > \ r / / \
FROM REFERENCE MAP #1A ABOVE. WETLAND FLAGS FROM MAP �� 1 , , r . 1.. r. ,.. + ... I + , , , 1 ' ! I I ' -258 -o ,
2B WERE DELINEATED BY ROBERT C. RUSSO, SOIL SCIENTIST. , + ,.. ...... 1 ... `
WETLAND FLAGS FROM MAP #2D WERE DELINEATED BY RICHARD
/69/.0 L. . OF GEOMATRIX O EX\5 SE 1 +
NARSKI SOIL SCIENTIST. /i + 1 I... .. ` .. ,� y' a '� : t .� r. I + 1 , , , > c / r 1 I , rEXISTING N0j I \ AT&T
S . . I , ,.` �. + '.. 1 .. ,. ... .. .. , . 1 I ' + �..i I + I I v �s r , r , I , , r GST 6 00 R�SEAVE , ' ACCESSORY , \ •�
r . ,....... �. ......., ... ,. , . } ,. , , I , , d_ r , , l , r o , - \ #6173
�/ ,.i.'.. .... r... , ,. + ... 1 . i. 4.. , 1 a� I , + ' �''EACrHING /SYSTEM
ALL ELEVATIONS SHOWN HEREON ARE BASED ON 1 , ;. \. '. ..; .... ,.. , z .. _ ,.. r , 1 +. , + I I I , , , , / , , / r o STRUCTURE ,EXIST 1
i I / I , ......... ... ,... .... \ ,. ..: i ;. WF 11 I I , ' , �' i� , \ + , , (SEE �H�IET ,� ,OF 2) / 1 /
ASSUMED DATUM PER REFERENCE MAP #1A... , .. \i li. , , + , . ;� 1. I , r 1 , 1 , Z r + ' r , ' ' PT° #7 / \
, ... .. .,. .. ' .. ..i 1 r J f. EXISTING
+ , , 1 , C� \ r , i� ' ! i' , \ x;1 DRIVE
SEE SHEET 2 OF 2 FOR ADDITIONAL r , + ,.. , :. '..`;. ,. .... I I r r , # , /
!
,
I /
I ,
T r I 1 i
� I
\ 1
� I , � 1. .... , \\
A. r l r. , .,. .,. 1 11. +1 + I I r 0. ! 1
t I /
INFORMATION. , ' i e . , ; , r ,....:.. + .: , . .. ,. , , I , , I / r , ,
,� f� OPO��D Lot #Y4� ,
, 1. .. ,. ,.. , . r , ... i , , WF 111' I ' ' \ , O t1� , , , \
1 + 1 /AREA -120 35�Of b.F ���x4 3
It
., , .. .. 1 i ... , r ., . , , , 1 , , ! , � � , I 6 .. \ EXISTING HOUSE TO BE
' +.. + I I 1 , ! ! v 1 - \ T T
L ... ! L ...... ... , i. i , I , , ; , a r n r , , - C., CONVERTED 0 OFFICE FOR
, O 1 t, A _>i I GARDE - �/ .L.K. LLC AND WOODSMEN
Q.76 '
,F.'101 I I I 1 1 r �� I ' ! ! / �� �'� / + \
LAND TRUST LLC.
-\]i,i + I 1 I I '. '. 1 I I \ + ��, Q ' r r i ! ' ! ' ! i ' ! �— / -- t i^ \ `
3
INLAND WETLAND DATA TABLE
NOTES
QUANTITY
TOTAL WETLANDS ON PROPERTY
(IN MONTVILLE)
336,200± S.F. OR
7.72± ACRES
TOTAL WETLANDS DISTURBED
NONE
TOTAL PROPOSED WORK WITHIN
UPLAND REVIEW AREA
<400 S.F. OR
<0.01 ACRES
37.63' ;� ,!�- "--� —,-r��� R=280.00 ��� Q ,�`°�q' ALYSHA M. BUTLERTOWN ROAD - -r- -' L=92.10' r' ' S82'17'54"W
CH=S72'27'11 "W N F 36.09' S6232'39"W
19.01 SEE ENLARGED
91.69'
y o �, rn Q / S73'08'19"W S61'38'S7"W INSET ON
/ ,® ROY C. BALD(& " ,
N88'52 10 W S63'01'47"W MARY M. BALDI 34.09 S73 56 40 W 27,69 SHEET 2 OF 2
40.83' 31.03' #84 PEMBER ROAD S70'47'44"W 42.53' S66'29'33"W
53.77' 20.85'
Approved by the Montville Planning and Zoning Commission
Date
ce
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DATE:
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SCALE:
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DRAWN BY:
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CHKD BY:
SM, JW
DWG. NO.:
OSDP-1
SHEET NO.:
1 of 2
JOB NO.:
2016-318
DEEP TEST PIT DATA
DATE: 11/7/13
BY: UNCAS HEALTH DISTRICT
(SEE NOTE #1 B ON SHEET 1 OF 2)
TP #13
0-10"
TOPSOIL
10"-22"
ORANGE -BROWN FINE SANDY LOAM
22"-66"
COMPACT GRAY MOTTLED FINE SAND
NO MOTTLING
GROUNDWATER @ 97"
NO LEDGE
RESTRICTIVE @ 24" (REFUSAL)
TP #14
0-10"
TOPSOIL
10"-42"
ORANGE -BROWN FINE SANDY LOAM
22"-68"
GRAY FINE SAND WITH SILT
MOTTLING @ 42"
NO GROUNDWATER
NO LEDGE
RESTRICTIVE @ 42"
TP #15
0-10"
TOPSOIL
10"-27"
ORANGE -BROWN FINE SANDY LOAM
27"-68"
GRAY FINE SAND WITH SILT
MOTTLING @ 27"
NO GROUNDWATER
NO LEDGE
RESTRICTIVE @ 27"
TP #16
0-10"
TOPSOIL
10"-22"
ORANGE -BROWN FINE 'SANDY LOAM
22"-60"
GRAY FINE SAND WITH SILT
MOTTLING ® 22"
NO GROUNDWATER
NO LEDGE
RESTRICTIVE CSP 22"
TP #17
0-10"
TOPSOIL
10"-37"
ORANGE -BROWN FINE SANDY LOAM
37"-58"
GRAY MOTTLED FINE SAND
MOTTLING ® 37"
NO GROUNDWATER
NO LEDGE
RESTRICTIVE @ 37"
TP #18
0-10"
TOPSOIL
10"-41 "
ORANGE -BROWN FINE SANDY LOAM
41 "-57"
GRAY FINE SAND WITH SILT
MOTTLING @ 41"
NO GROUNDWATER
NO LEDGE
RESTRICTIVE @ 41"
PERCOLATION TEST DATA
DATE: 11 /8/13
BY: UNCAS HEALTH DISTRICT
(SEE NOTE #1 B ON SHEET 1 OF 2)
TP
#7
10
MIN./INCH
TP
#8
10
MIN./INCH
TP
#9
11
MIN./INCH
TP
#10
13
MIN./INCH
NOTE: RELOCATED TRAIL SHALL
MATCH TYPE AND WIDTH OF
EXISTING TRAIL. ONLY MINOR
BRANCH REMOVAL AND NOTED
STUMP REMOVAL ANTICIPATED
FOR PATH CLEARING.
ROTTED STUMP
TO BE REMOVED
,"a
ENLARGED INSET OF PORTION OF LOT #14-5
SCALE: 1"=20'
SANITARY SYSTEM DESIGN CRITERIA - LOT #14
DESIGN
GROSS
REQUIRED
LEACHING
EFF.
LEACHING AREA
REQ'D TANK
TANK CAPACITY
PERCOLATION RATE
FLOOR AREA
LEACHING AREA
SYSTEM TYPE
LEACHING AREA
PROVIDED
CAPACITY
PROVIDED
LESS THAN 10.1
PERCOLATION
RESTRICTIVE LAYER
@ TP #13 = 24"f
62.0 L.F. (31 UNITS) OF
5.1 - 10.0
MINS./INCH (2)
365.8 S.F.
30
1.67 (1)
MINS./INCH (1)
5,000 S.F. (2)
333.33 S.F. (2)
GEOMATRIX GST 6206
5.9 S.F./L. F.
(5.9 S.F./L.F. x 62.0 L.F.)
1,000 GALLONS
1,000 GALLONS
LEACHING SYSTEM
(1) PERCOLATION RATE OF 10 MIN./INCH FROM PT #7.
(2) POSSIBLE 5,000 S.F. INDUSTRIAL BUILDING ON LOT. SEE CALCULATIONS BELOW:
DESIGN FLOW (INDUSTRIAL BUILDING) = 5,000 S.F. X 0.1 G.P.D./S.F. = 500 G.P.D.
E.L.A. REQUIRED (NON -PROBLEMATIC SEWAGE) = DESIGN FLOW / APPLICATION RATE _ (500 G.P.D.) / (1.5 G.P.D./E.L.A.) = 333.33 S.F.
MLSS COMPUTATIONS - LOT #14
RESTRICTIVE LAYER
GROSS
PERCOLATION
HYDRAULIC
HYDRAULIC
FLOW FACTOR
PERCOLATION
MLSS REQUIRED
MLSS PROVIDED
FF = DESIGN FLOW / 300 = 500 G.P.D. / 300
FLOOR AREA
RATE
GRADIENT
FACTOR (HF)
(FF)
FACTOR (PF)
(HFxFFxPF)
PERCOLATION
RESTRICTIVE LAYER
@ TP #13 = 24"f
,..
5000 SF(1)
5.1 - 10.0
MINS./INCH (2)
61%-8.0% (3)
30
1.67 (1)
1.2
60.1 FT.
62.0 FT.
(1)
POSSIBLE 5,000 S.F. INDUSTRIAL BUILDING ON LOT. SEE CALCULATIONS BELOW:
REQUIRED
LEACHING
DESIGN FLOW (INDUSTRIAL BUILDING)
= 5,000 S.F. X 0.1 G.P.D./S.F. = 500 G.P.D.
REQ'D TANK
TANK CAPACITY
FLOW FACTOR (NON-RESIDENTIAL) =
FF = DESIGN FLOW / 300 = 500 G.P.D. / 300
= 1.67
(2)
PERCOLATION RATE OF 10 MIN./INCH
FROM PT #7.
CAPACITY
(3)
PER THE CONNECTICUT PUBLIC HEALTH CODE, THE HYDRAULIC GRADIENT CAN BE CALCULATED USING THE PERCENT SLOPE OF THE NATURALLY OCCURRING GRADE WITHIN AND AT LEAST 25' DOWN
PERCOLATION
GRADIENT OF THE LEACHING SYSTEM.
THE APPROXIMATE GRADIENT BETWEEN CONTOUR
252 AND 256 NEAR THE SOUTH-CENTERAL PORTION OF THE PROPERTY IS (256' - 252') / 55't = t7.3%.
94.4 S.F.
36
SANITARY SYSTEM
DESIGN CRITERIA - LOT #14-5
DESIGN
GROSS
REQUIRED
LEACHING
EFF.
LEACHING AREA
REQ'D TANK
TANK CAPACITY
PERCOLATION RATE
FLOOR AREA
LEACHING AREA
SYSTEM TYPE
LEACHING AREA
PROVIDED
CAPACITY
PROVIDED
LESS THAN 10.1
PERCOLATION
RESTRICTIVE LAYER
@ TP #14 = 42"f
16.0 L.F. (8 UNITS) OF
5.1 - 10.0
MINS./INCH (2)
94.4 S.F.
36
0.33 (1)
MINS./INCH (1)
832 S.F. (2)
6 6.6 7 S.F. (2)
GEOMATRIX GST 6206
5.9 S.F./L. F.
(5.9 S.F./L.F. x 16.0 L.F.)
1,000 GALLONS
1,000 GALLONS
LEACHING SYSTEM
(1) PERCOLATION RATE OF 10 MIN./INCH FROM PT #8.
(2) EXISTING 832 S.F. OFFICE BUILDING ON LOT, PER TAX ASSESSOR'S INFORMATION. SEE CALCULATIONS BELOW:
EMPLOYEES = (832 S.F.) / (200 S.F./EMPLOYEE) = 5 EMPLOYEES
DESIGN FLOW (OFFICE BUILDING) = 5 EMPLOYEES X 20 G.P.D./EMPLOYEE = 100 G.P.D.
E.L.A. REQUIRED (NON -PROBLEMATIC SEWAGE) = DESIGN FLOW / APPLICATION RATE = (100 G.P.D.) / (1.5 G.P.D./E.L.A.) = 66.67 S.F.
MLSS COMPUTATIONS - LOT #14-5
RESTRICTIVE LAYER
GROSS
PERCOLATION
HYDRAULIC
HYDRAULIC
FLOW FACTOR
PERCOLATION
MLSS REQUIRED
MLSS PROVIDED
DESIGN FLOW
FLOOR AREA
RATE
GRADIENT
FACTOR (HF)
(FF)
FACTOR (PF)
(HFxFFxPF)
PERCOLATION
RESTRICTIVE LAYER
@ TP #14 = 42"f
832 S.F. (1)
5.1 - 10.0
MINS./INCH (2)
1 °0%-2.0% (3)
36
0.33 (1)
1.2
14.3 FT.
16.0 FT.
(1)
EXISTING 832
S.F. OFFICE BUILDING ON LOT, PER TAX ASSESSOR'S INFORMATION. SEE CALCULATIONS
BELOW:
EFF.
EMPLOYEES =
(832 S.F.) / (200 S.F./EMPLOYEE) = 5 EMPLOYEES
TANK CAPACITY
PERCOLA11ON RATE
DESIGN FLOW
(OFFICE BUILDING) = 5 EMPLOYEES X 20 G.P.D./EMPLOYEE = 100 G.P.D.
SYSTEM TYPE
LEACHING AREA
FLOW FACTOR
(NON-RESIDENTIAL) = FF = DESIGN FLOW / 300 = 100 G.P.D. / 300 = 0.33
PROVIDED
(2)
PERCOLATION
RATE OF 10 MIN./INCH FROM PT #8.
72.0 L.F. (36 UNITS) OF
(3)
PER THE CONNECTICUT
PUBLIC HEALTH CODE, THE HYDRAULIC GRADIENT CAN BE CALCULATED USING
THE PERCENT SLOPE OF THE NATURALLY OCCURRING GRADE WITHIN AND AT LEAST 25' DOWN
MINS./INCH (1)
GRADIENT OF
THE LEACHING SYSTEM. THE APPROXIMATE GRADIENT BETWEEN CONTOUR 252 AND 256
NEAR THE CENTER OF THE PROPERTY IS (256' - 254') / 130'f = f1.5%.
5.9 S.F./L. F.
(5.9 S.F./L.F. x 72.0 L.F.)
SANITARY SYSTEM DESIGN
CRITERIA - LOT #14-6
DESIGN
GROSS
REQUIRED
LEACHING
EFF.
LEACHING AREA
REQ'D TANK
TANK CAPACITY
PERCOLA11ON RATE
FLOOR AREA
LEACHING AREA
SYSTEM TYPE
LEACHING AREA
PROVIDED
CAPACITY
PROVIDED
10.1-20.0
PROVIDED
AVG. RESTRICTIVE LAYER @
TP #15, #16, #17 & #18 = 31.8"f
72.0 L.F. (36 UNITS) OF
10.1 - 20.0
MINS. /INCH (2 )
424.8 S.F.
28
1.67 (1)
MINS./INCH (1)
5,000 S.F. (2)
416.67 S.F. (2)
GEOMATRIX GST 6206
5.9 S.F./L. F.
(5.9 S.F./L.F. x 72.0 L.F.)
1,000 GALLONS
1,000 GALLONS
LEACHING SYSTEM
(1) PERCOLATION RATE OF 11 MIN./INCH AND 13 MIN./INCH FROM PT #9 AND PT #10, RESPECTIVELY.
(2) POSSIBLE 5,000 S.F. INDUSTRIAL BUILDING ON LOT. SEE CALCULATIONS BELOW:
DESIGN FLOW (INDUSTRIAL BUILDING) = 5,000 S.F. X 0.1 G.P.D./S.F. = 500 G.P.D.
E.L.A. REQUIRED (NON -PROBLEMATIC SEWAGE) = DESIGN FLOW / APPLICATION RATE _ (500 G.P.D.) / (1.2 G.P.D./E.L.A.) = 416.67 S.F.
�
N MESS COMPUTATIONS - _ LOT 14-
6
RESTRICTIVE LAYER
GROSS
PERCOLATION
HYDRAULIC
HYDRAULIC
FLOW FACTOR
PERCOLATION
MLSS REQUIRED
MLSS
o�Wm
FLOOR AREA
RATE
GRADIENT
FA%TOR (HF)
(FF)
FACTOR (PF)
(HFxFFxPF)
PROVIDED
AVG. RESTRICTIVE LAYER @
TP #15, #16, #17 & #18 = 31.8"f
5,000 S.F. (1)
10.1 - 20.0
MINS. /INCH (2 )
4.1-6.0% (3)
28
1.67 (1)
1.5
70.1 FT.
72.0 FT.
(1) POSSIBLE 5,000 S.F. INDUSTRIAL BUILDING ON LOT. SEE CALCULATIONS BELOW:
DESIGN FLOW (INDUSTRIAL BUILDING) = 5,000 S.F. X 0.1 G.P.D./S.F. = 500 G.P.D.
FLOW FACTOR (NON-RESIDENTIAL) = FF = DESIGN FLOW / 300 = 500 G.P.D. / 300 = 1.67
(2) PERCOLATION RATE OF 11 MIN./INCH, AND 13 MIN./INCH FROM PT #9 AND PT #10, RESPECTIVELY.
PER THE CONNECTICUT PUBLIC HEALTH CODE, THE HYDRAULIC GRADIENT CAN BE CALCULATED USING THE PERCENT SLOPE OF THE NATURALLY OCCURRING GRADE WITHIN AND AT LEAST 25' DOWN GRADIENT
OF THE LEACHING SYSTEM. THE APPROXIMATE GRADIENT BETWEEN CONTOUR 252 AND 256 NEAR THE CENTER OF THE PROPERTY IS (256' - 252') / 80't = f5.0% AND BETWEEN CONTOUR 252 AND 256
NEAR THE CENTER OF THE PROPERTY IS (256' - 254') / 45't = f4.4%.
2"x2"x4'-0" STAKE; ANGLE
100' UPSLOPE FOR STABILITY
& SELF CLEANING (MAXIMUM
STAKE SPACING 7'-5" ON
SECTION "B" CENTER)
STAKE "B"
3'-6" HIGH
WIRE BACKING
4'-0" HIGH
SYNTHETIC
FILTER FABRIC
STAKE "A" M
SECTION "A" FINISHED
6" GRADE
00
SECTION "B"
FLOW
STAKE "A"
I� I I (-
11
STAKE B I( I III II I I _ I II 1 1 1 1 11 FI =
MANUFACTURER'S ISI I�II�II�II 1IFEII t°
COUPLER OR BIND' I I I I I II -11
WITH WIRE �H I I - - -I _
Al..
SECTION "A" I I i l l I I I�I�I-IIII
iE]l�lllll IIII�IT , BACKFILL
I I IF
SUBGRADE
COUPLING OF ADJACENT STAKES
NOTES:
1. ALL SILT FENCE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL RAINFALL EVENTS.
REPAIRS SHALL BE MADE IMMEDIATELY TO KEEP THE SILTATION CONTROL BARRIER
EFFECTIVE.
SILT FENCE BARRIER
NOT TO SCALE
POSTS ® 10' O.C.
1 1.
10"SO_
TIMBER GUIDE RAIL
NOT TO SCALE
AMFER TOPS
OD END POST
ISHED GRADE
Approved by the Montville Planning and Zoning Commission
Signature Date
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JOB NO.:
2016-318
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DWG. NO.:
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SHEET NO.:
2 of 2
JOB NO.:
2016-318
10