HomeMy WebLinkAboutSite PlanIII log I I III BROMINE
TEST PIT DATA
Collecte b 'David Coughlin, R.S.
Unc'as Health District
on 7-19-06
Lot 7F
Lot 70
TeR Pit #1 A 'Te-`3fP1t #I B
0-6" Topsoil
0-5" Topsoil
6-31" Brown Saandy Loam 5-17" Brown Sandy Loam
0A. 31-91" Grey Sandy Till 17-85" Grey Sandy Tillw/ trace of, gmivel
Mottles at 31" NO Ground Water NO M
X ottles NO Ground Water
& NO ledge NO, Ledge Roots at 65"
es Test Pit'#213
0-15" topsoil 04' Topsoil
N
16-38" Brown Sandy Loam
ell,4104�21 B4SAY(f9fiV 5-33 Brown Sandy., Loam
38-92" Grey.Sandy Till 33-18" Grey Sandy Till
- ------ Mottles at 38" Ground Water at 82" Mottlesat 33" NO Ground Water
N67030'37"E NO Ledge Roots at 55"
IF114 NO Ledge Roots8t 55
IWO N66018'55"E 45. Test Pit #3A
Test Pit, #313
N65"57'1 7"E 0
_;Rz _8" Topsoil 0-5" Topsoil
N6501 1"I WE
7" fZ 7' 198.15", 8-26" Brown Sandy Loam
-1--6 57 5-22" Brown Sandv Loarn
26-100" Grey Sandy Till
-------------- 22-74 Grey,San4 Till w/ tr,,Oce of gravel
------------ Mottles at 30" Ground Water at 87' NO Mottles NO Ground Water
, 4
NO Ledge Roots at 62" NO Ledge Roots at 62,
V
IVY
fA0 Test Pit #4A Test Pit #413
0-8" Topsoil .0-4" Topsoil
8-37" Brown Sandy Loam 4-33" Brown Sandy Loam
37-84" Grey Sandy Till
j 33-84" Grey Sandy Till
7,G Mottles at 37" Ground Water at 82"
L 0
-106 Mottles at 33" NO Ground Water
1-4 411�14. /130 0 Ledge Roots at 62" NO Ledge Roots t 62"
N a
Perc Test Data A-1
lor� 'j � _o_ F1 _eCl e -c F 6 _y ri m-6 ft h y Perc Tost Pate B-1
COD May on _C61Wc__t_6'd b_yT1ffi_o_ffiy May on August 4, 10a�
te 5.0 minutes/inph
R
Lot 7F Perc ate 6.3 minutes/inch Presoak 10:40 Test:Depth 25"
VA 60
L\
q
41 August 4, 2006 Lot 7G Perc Ra
Pr
N94 Of
176 Presoak 10:35 Test Depth 29 time Drop Perc rate
*793
N)
fime Drop 11:40 13.75
A�
Perr, Mte
Start 11:35 16 11:45 15.75 2.5
Lj
4,06
0
(0
11:40 18 2.5 11:50 16.5
11:45 18.75 6.7 11:65 17.25 6.7
01014400 1*0 0�
11:50 19.5 6.7 12:00 18.5 4.0
M 1 11:55 20.75 4.0 12:05 '19.75 4.0
Z 12:10 20.75 &0
12:05 22 8.0
12:10 23 5.0 12:15 22.0 4�O
eomfg��# Z/W, ' 5.
rp 12:20 24.25 8.0 12:20 23.0 0
0
12:30 26 5.7 12:35 26.0
Pow4le eo, 12:46 28.26 6.7 average perc rate 5.0 rdtvltn
60 average perr, rate 6.3 mWn
804(NMAY
pkoposLo DESIGN NOTES FOR LOT 7-G: DE$IGN NOTE$ FOR LOT 7-8:
- - Be- d -r(5 -o-m- N i -i - _11id-Foo-M-0 -1 "_ . i
A. 4 gn: P septic system A. 4 isi4n. Propose
I - - d septic system.
consists of 3 rows 75 LF of 12" -by 48" consistsof3rows75LFof12"by48"
00
/N
7W Trenches. Trenches.
25'0f
B. Design perc rate: less than 10 MPI B. n perc rate: less than 10 MPI
/L 0-) h
Mel& #Off 0 T TDesrig
e a
Therefore 660S.F.Leaching Area required fore 660S.F.Leaching Area.required
2511V 3.0 X 225LF = 675.0 S.F. provided .3.0 X'225LF = 675.0 S.F. provided
779-72! C. Required Tank Size: 1250 Gallons (5'xlO') C.. Required Tank $izq: 1250.0allons (5'x10)
D M.L.S.S (HF)x(FF)x(PF)= D M.L.S
-S = (HF)x(FF)x(PF)
Al A
28 X 2 x 1.2
28 x 2 x 1.2 =67 LF 167 LF
E. Septic Tank to have a Minimu 25' E. e I
81 ptic Tank to,have a Minimum: 26
�jurf POLE separation from house and foundation separation from house and foundation
0j, Drains..
Lco -5 . Drains..
CON /-V
Et F. There are no wells within 75'from proposed F. There are no wells within 75'from propp
"d:
44 Septic System Septic System
Ara& rp#1,4
1G.. Prior to the start of construction, the house G. Prior: to the start of
construction, the houise
and septic system are to be staked out by a and septic'
system are 'to be staked out. by a,
censed surveyor. licensed surve
yor.
H. This subdivision plan is developed to H This subdivision plan is developed to
I demonstrate the criteria for a residential site demonstr te the criteria for a
plan and approval for a building lot. a residential site
plan and approval for a building lot.
1. Septic system will have to be design by a Septic system will �h ve to be design by., a
W a
POteWl 414 11449,6 professional engineer rofessional engineer
IfIf P///&/P p
NOTE:
�J
Lot numbers and adresses were reassigned by the Town of �Montvllle Tax Assessor.
44k 0
#0
07
& 043A4 n#j W &W
Previous lot 7A is now Lot 7G the Add ster Rd.
ress is 995 Old Colche
175970
Previous lot 713 is now Lot 7F the Address is 1016 Old Colchetster Rd.
M
1410)
Or7
llrl
0
9
A
��6* 7 3
I ame This Parcel LOT 7 was origanally part of a subdivision called "Holly Acres"
Map 906 Approved July 1972 Town of Monville Planning Zonni
ing.
60
4k
Bulk Zoning Table Zone R-120
/1-A __
fro
71�7 .7
40.
0 lrtm�r� I
686.96' 679.22- (TOT�L)
L
7
S64024'53*W
DRIVEWAY SIGffLkNE
1.) SIGHT LINE FOR DRIVEWAYS WILL REQUIRE 200 FEET OF VISIBILITY BASED ON 3OMPH SPEED LIMIT
OLD COLCHESTER FAD
2.) TO IMPROVE SIGHTLINES TREES INDICATED ABOVE ARE TO BE REMOVED.
THE PROPOSED DEVELOPMENT IS TO SUBDIMIDE AN 8 ACRE PARCEL INTO TWO (4). -ACRE PARCELS. 3.) SIGHT LINE PROVIED WILL BE AT LEAST 250' FOR LOT -G AND LOT -F
THIS PLAN DEPICTS A PLAUSIBLE LOCATION FOR A FOUR BEDROOM RESIDENTIAL HOME, APPLICANT: Civil Engineering and Site Planning
A SUBSURFACE SANITARY SYSTEM ALONG MOTH LOCATIONS FOR ASSOCIATED DRIVEWAY AND
1-11tan L.L.C.
UNDERGROUND UTILITIES.
1� JOHN DIAMANTINI & TIMOTHY MAY 1297 RT 163 Oakdale, CT 06340
AffMfAW 6) THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION,
46 1,V IV 1) DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL WORKSHALL INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES 1399 OLD COLCHESTER ROAD
Ma 00 trdo COMPLY WITH EROSION CONTROL NOTED ON THIS PLAN. 10 INSURE PROPER OPERATION. 860 884-9671
01 14-10 2) THE INSTALLATION AND MAINTENANCE OF ERCrSION CONTROL DEVICES IS THE 7) INSPECT AND REPAIR SEDIMENT CONTROL DEVICES AT THE END OF
RESPONSIBILITY OF THE LAND OWNER, DEVELOPER AND EXCAVATION CONTRACTOR. EACH WORKING DAY AND AFTER EVERY RAINSTORM., GENERAL NOTES:.
8) THE CONTRACTOR SHALL NOTIFY THE ENC4NEER OF UNSATISFACTORY
TOWN OFFICIALS SHALL K NOTIFIED IN WRITING OF THE NAME, ADDRESS, AND EROSION CONDITIONS NOT CONTROLLED BY THE EROSION AND SEDIMENT 1.) This survey has been prepared pursuant to the Regulations of Connecticut State Agencies Section 2G-3Wb-I through 20 ang
TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR THIS WORK (INCLUDING ANY CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED. the
40;wl��ff & #
"IW49 &Vk'hV CHANGES). A PRE- CONSTRUCTION CONFERENCE WITH THE TOWN STAFF- IS REQUIRED 9) FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN SHALL Standards for Surveys and Maps in the State of Connecticut "as prepared and adopted by 0-te corintecticut Association of Land
0000 PRIOR TO ANY STE WORK OR USTURBANM BE MADE ONLY NTH THE WRITTEN APPROVAL OF THE:ENGINEER AFTER Surypyors, Inc. on September 26, 1996. The type of survey is "Property Survey", -the boundary determination category is "Dependent
REFERRAL. AND APPROVAL OF THE TOWN STAFF,
_--fW 3) THE CONTRACTOR SHALL USE THE '2002 CT Guldellnos for Soil Erosion and 10) ACCUMULATED I SEDIMENT R I EMOVED FROM EROSION CONTROL DEVICES IS Resurvey" and the horizontal accuracy class conforms to "A-2" StarKiads. Topography conforms to T-2 Standards.
Sediment Control, AS AMENDED AS A GUIDE IN CONSTRUCTING THE EROSION 71
TO BE SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS
Pjr(_11.y,1)?1)1111P1n)f1 DIA141
AW1 Qr LjrmT orguTpry 1z A -z minit-ATrn r.#,j Turcr ot Amo_ AC f%Ckjr0Ai ri" uATumj NAAP von
4) INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS 11) ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT OR WOOD
CHIPS, SHALL BE PLANTED WITH GRASS ON 3' COMPACTED TOPSOIL.
f1l la OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR COOPERATION
fAw IN A AVOIDING THE DISTURBANCE OF THESE CONTROL
5) THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO
THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME.
f 7M f&A
nV, /AV, NAAWylp
CONSTRUCTION ENTRANCE
-SILF FENCE SCALE: NOT TO SCALE
1.
Existing
Lot F
Lot G
to.,
Req u Ired
Current
Proposed
Proposed
Lot Siz6 (so
120,000
352,765
175970
176,793
Lot Frontage
2GO foot
(on street)
602.43
200.43
302.00
Minimum
S e tback
Front: 60'
Side: 251
Rear: 60'
Meets
Req't
Meets
Req't
Meets
Req't
2.) TO IMPROVE SIGHTLINES TREES INDICATED ABOVE ARE TO BE REMOVED.
THE PROPOSED DEVELOPMENT IS TO SUBDIMIDE AN 8 ACRE PARCEL INTO TWO (4). -ACRE PARCELS. 3.) SIGHT LINE PROVIED WILL BE AT LEAST 250' FOR LOT -G AND LOT -F
THIS PLAN DEPICTS A PLAUSIBLE LOCATION FOR A FOUR BEDROOM RESIDENTIAL HOME, APPLICANT: Civil Engineering and Site Planning
A SUBSURFACE SANITARY SYSTEM ALONG MOTH LOCATIONS FOR ASSOCIATED DRIVEWAY AND
1-11tan L.L.C.
UNDERGROUND UTILITIES.
1� JOHN DIAMANTINI & TIMOTHY MAY 1297 RT 163 Oakdale, CT 06340
AffMfAW 6) THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION,
46 1,V IV 1) DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL WORKSHALL INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES 1399 OLD COLCHESTER ROAD
Ma 00 trdo COMPLY WITH EROSION CONTROL NOTED ON THIS PLAN. 10 INSURE PROPER OPERATION. 860 884-9671
01 14-10 2) THE INSTALLATION AND MAINTENANCE OF ERCrSION CONTROL DEVICES IS THE 7) INSPECT AND REPAIR SEDIMENT CONTROL DEVICES AT THE END OF
RESPONSIBILITY OF THE LAND OWNER, DEVELOPER AND EXCAVATION CONTRACTOR. EACH WORKING DAY AND AFTER EVERY RAINSTORM., GENERAL NOTES:.
8) THE CONTRACTOR SHALL NOTIFY THE ENC4NEER OF UNSATISFACTORY
TOWN OFFICIALS SHALL K NOTIFIED IN WRITING OF THE NAME, ADDRESS, AND EROSION CONDITIONS NOT CONTROLLED BY THE EROSION AND SEDIMENT 1.) This survey has been prepared pursuant to the Regulations of Connecticut State Agencies Section 2G-3Wb-I through 20 ang
TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR THIS WORK (INCLUDING ANY CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED. the
40;wl��ff & #
"IW49 &Vk'hV CHANGES). A PRE- CONSTRUCTION CONFERENCE WITH THE TOWN STAFF- IS REQUIRED 9) FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN SHALL Standards for Surveys and Maps in the State of Connecticut "as prepared and adopted by 0-te corintecticut Association of Land
0000 PRIOR TO ANY STE WORK OR USTURBANM BE MADE ONLY NTH THE WRITTEN APPROVAL OF THE:ENGINEER AFTER Surypyors, Inc. on September 26, 1996. The type of survey is "Property Survey", -the boundary determination category is "Dependent
REFERRAL. AND APPROVAL OF THE TOWN STAFF,
_--fW 3) THE CONTRACTOR SHALL USE THE '2002 CT Guldellnos for Soil Erosion and 10) ACCUMULATED I SEDIMENT R I EMOVED FROM EROSION CONTROL DEVICES IS Resurvey" and the horizontal accuracy class conforms to "A-2" StarKiads. Topography conforms to T-2 Standards.
Sediment Control, AS AMENDED AS A GUIDE IN CONSTRUCTING THE EROSION 71
TO BE SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS
Pjr(_11.y,1)?1)1111P1n)f1 DIA141
AW1 Qr LjrmT orguTpry 1z A -z minit-ATrn r.#,j Turcr ot Amo_ AC f%Ckjr0Ai ri" uATumj NAAP von
4) INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS 11) ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT OR WOOD
CHIPS, SHALL BE PLANTED WITH GRASS ON 3' COMPACTED TOPSOIL.
f1l la OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR COOPERATION
fAw IN A AVOIDING THE DISTURBANCE OF THESE CONTROL
5) THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO
THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME.
f 7M f&A
nV, /AV, NAAWylp
CONSTRUCTION ENTRANCE
-SILF FENCE SCALE: NOT TO SCALE
1.
16 Nov 06
Revised to reflex Tax Assessor's 13 y
adress change
own EnQineer & Staff comment.,
M to"'I y
to.,
n a i n ee n n
4 -
2.) TO IMPROVE SIGHTLINES TREES INDICATED ABOVE ARE TO BE REMOVED.
THE PROPOSED DEVELOPMENT IS TO SUBDIMIDE AN 8 ACRE PARCEL INTO TWO (4). -ACRE PARCELS. 3.) SIGHT LINE PROVIED WILL BE AT LEAST 250' FOR LOT -G AND LOT -F
THIS PLAN DEPICTS A PLAUSIBLE LOCATION FOR A FOUR BEDROOM RESIDENTIAL HOME, APPLICANT: Civil Engineering and Site Planning
A SUBSURFACE SANITARY SYSTEM ALONG MOTH LOCATIONS FOR ASSOCIATED DRIVEWAY AND
1-11tan L.L.C.
UNDERGROUND UTILITIES.
1� JOHN DIAMANTINI & TIMOTHY MAY 1297 RT 163 Oakdale, CT 06340
AffMfAW 6) THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION,
46 1,V IV 1) DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL WORKSHALL INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES 1399 OLD COLCHESTER ROAD
Ma 00 trdo COMPLY WITH EROSION CONTROL NOTED ON THIS PLAN. 10 INSURE PROPER OPERATION. 860 884-9671
01 14-10 2) THE INSTALLATION AND MAINTENANCE OF ERCrSION CONTROL DEVICES IS THE 7) INSPECT AND REPAIR SEDIMENT CONTROL DEVICES AT THE END OF
RESPONSIBILITY OF THE LAND OWNER, DEVELOPER AND EXCAVATION CONTRACTOR. EACH WORKING DAY AND AFTER EVERY RAINSTORM., GENERAL NOTES:.
8) THE CONTRACTOR SHALL NOTIFY THE ENC4NEER OF UNSATISFACTORY
TOWN OFFICIALS SHALL K NOTIFIED IN WRITING OF THE NAME, ADDRESS, AND EROSION CONDITIONS NOT CONTROLLED BY THE EROSION AND SEDIMENT 1.) This survey has been prepared pursuant to the Regulations of Connecticut State Agencies Section 2G-3Wb-I through 20 ang
TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR THIS WORK (INCLUDING ANY CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED. the
40;wl��ff & #
"IW49 &Vk'hV CHANGES). A PRE- CONSTRUCTION CONFERENCE WITH THE TOWN STAFF- IS REQUIRED 9) FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN SHALL Standards for Surveys and Maps in the State of Connecticut "as prepared and adopted by 0-te corintecticut Association of Land
0000 PRIOR TO ANY STE WORK OR USTURBANM BE MADE ONLY NTH THE WRITTEN APPROVAL OF THE:ENGINEER AFTER Surypyors, Inc. on September 26, 1996. The type of survey is "Property Survey", -the boundary determination category is "Dependent
REFERRAL. AND APPROVAL OF THE TOWN STAFF,
_--fW 3) THE CONTRACTOR SHALL USE THE '2002 CT Guldellnos for Soil Erosion and 10) ACCUMULATED I SEDIMENT R I EMOVED FROM EROSION CONTROL DEVICES IS Resurvey" and the horizontal accuracy class conforms to "A-2" StarKiads. Topography conforms to T-2 Standards.
Sediment Control, AS AMENDED AS A GUIDE IN CONSTRUCTING THE EROSION 71
TO BE SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS
Pjr(_11.y,1)?1)1111P1n)f1 DIA141
AW1 Qr LjrmT orguTpry 1z A -z minit-ATrn r.#,j Turcr ot Amo_ AC f%Ckjr0Ai ri" uATumj NAAP von
4) INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS 11) ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT OR WOOD
CHIPS, SHALL BE PLANTED WITH GRASS ON 3' COMPACTED TOPSOIL.
f1l la OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR COOPERATION
fAw IN A AVOIDING THE DISTURBANCE OF THESE CONTROL
5) THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO
THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME.
f 7M f&A
nV, /AV, NAAWylp
CONSTRUCTION ENTRANCE
-SILF FENCE SCALE: NOT TO SCALE
1.
16 Nov 06
Revised to reflex Tax Assessor's 13 y
adress change
own EnQineer & Staff comment.,
LNQ.j
DATE
DESCRIPnON T_,9 y I
r- D T
ONG INAL INK OnAWING, Otj
aff d, idlij �k� xi�
76P 14ow1d POLY FILM 09, LINEN
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COPY C_Xrs, INC, 1_004&t� at
tf 104%d "/r 45 8 W I L L I A M rt T
NEW LONOON, CT 06:320
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