HomeMy WebLinkAboutPlanSALEM MONTVILLE N/F
LOUIS H. BOND, ESTATE
(GLADYS J. BOND - FIDUCIARY
D-43' ' 23'5211 VOL. 576 PG. 614 & VOL. 68 PG, 21)
R-185.001
L-140_2_1'
CBRG-s 16014'29"E
CHD-136.90'
DE
S 0�6058449ti �V
------ G GATE'
EXISTIN
�(TO� [fl-", RELOCATED)
DH
-------------- 7
OAD - RIG31T OF 1,VA
OODS
REC. R
PICr1 P
E N�o
SE TE
N 60'-R 7 E
33.63'
TONTY'N
RE'
MON. �11
2 56"
N 79004'52" E
61.76
DH
REC. PROPOSED
U/G ITTILITIES
2so
GRID NORTH
N'F'
LOUIS 14 BOND ESTATE
. . . . . . ('GLADYS J. BOND - FIDUIClARY)
PROPOSED G %,T_L DUVEWAY
.?3q 69 jRA VOL. 576 PG. 614 & VOL, 68 PG. 21'
1p PROPOSED ZZ OVER EXISTINGNVOODS ROAD
(6" PROCFS-,GRAvTL)
REC. -D.R'lVEWAY — — — — — — — N 041136" E,--" '" --
PROPOSED RICO ['I OF WAY
/S 2905602 W IN FAVOR. OF LOT -,,006-00106-001
oc 49.20' (SEE 140TE # 13)
S 29056'02"lAT
0.20' PROPOSED RIGHT OF WAY
Up444 N FAVOR OF LOT r#006
RF;C�' y
: } �^ 2p° ,, (SEE NOTE #12)
D-33`24'30"
S 29"56'0 R, -250A0'
2' W
80 98
-145.77
N/F 50.4� L
CBRG-S05041'45"E
THEAN LEOH &
C'EID-143,71'
WIA S. I EN
--------- 7-- 171" 1'3634', W
S4
j.,
VOL, 197 PG. 449
�143
�j DRIVE%A
-?J
_LEM)
(SA t^yf tis P
„4 raa kis A Vl
SHtD
S -36'34'
NTIN 5.31
EXjS` G uI/G PROPOSED
'S
IT ITIES
IT UTILITIE
lN,
CONNECTION
D-17008'27
C,
R-275.00'
L-82.27'
0\\I,
CBRG-S0202824"W/,`
CHD-82.22'
bH
R l,'c' 'N 73005'40" E
21,041
N 37038'27" N1
611(�
3 Ll
T77-44 22" E
PROPOSED LOT #006-001,
Z56.35'
262
S.F.±'
ti (6.03 ACRES ±) EXISTING
)A vmkyr WELL IN
J
170
7"
S 06009'19" E If"
36.98'
N1 51 51 " E
26.841
-SEE SHEET i42 FOR, L01 "EvElakit
N/F
\j
X
EDITH REAGAN FLETCHER, TRUSTEE
Dtf VOL. 232 PG. 529
-7
REC.
S1_1
711
11:-A
EXISTING- LOT ---#006
k If
JEFFREY JOHNSON 332,048 S.F.± IL EXISTING LOT #006 - ZONE- WRP- 160 (INTERIOP, 10Tc
DH %(7.62 ACRES±) Z DH
VOL. 223 PG. 217 REC. REC. ITEM REQUIRED PROVIDED
(SALEM) sf, +I/-
HOUT 1 2401000 Sf,, 310,639
LOT AREA WIT
0
ACCESS STRIP
LOT AREA (Tffrllu�) :3,045 SF
X
LOT FRONTAGE' 25 FIT, 29.06 FT.
ACCESS STRIP 25 FT. i 11.35 FT.
N 22-4-0�9" W
FRONT YARD 112.5 FT
21.28 243'+/- (EXIST.)
I F�l 15 -11+/'- (ENH S T.)1 '1 ! l� ! , f f' / ` 1
SIDE YARD 301T.
REAR 75 FT. 6�5`11-(EXIST.
)
DH
�, ?' j ;; ! i " ` / / r' ' r f REC. * AVARL-k
NCE WAS OBTAINED - SEE NOTE #11
PROPOSED LOT #006-001 - ZONE NVRP-160 (INTER OFA LOT)
TP
R C.
F
z,
00
H
REC.
240'
DH
ITEM
REQUIRED
PRO'VIDED
LOT AREA WHOUTIT
_7
240,000 SY.
24-5,432 s F - -
ACCESS STRIP
'TH
LOT AREA (TOTAL)
262,429 SF - -
LOT FRONTAGE
25 FT.
25 FT,
ACCESS STRIP
25 FT.
*11.35 FT.
FRONT YARD
I 12.5 FT. I
126'(PROPOSED)
SIDE YARD
30 FT,
235(PROPOSED)
REAR YARD
75 FT. 11
200'(PROPOSED)
S.F. SQUARE FEET
N 79°0:. '2 7 E co "Z -
m X I
65.18 _Nlu . lVlkJLNL,1iVMi'ql = . L�-
FU-NING FLING & T 0 WN IP
ANNETTE FLING MON. DH
VOL. 44 PG. 27, IPIN
(SALEM) DH REC,
REC. SNET
0
IRON PIPE
DRILL HOLE
IRON PIN
RECOVERED
SOUTHERN NEW ENGLAND TELEPHONE
EXISTING CONTOUR
IRON PIN OR DRILL HOLE TO BE SET
CC
_B S T -�L L Y CORRECT
TO MY 0 IFF, THTSNL-�P IS SU 'NTL
REC.
AVARLNN E WAS OBTAINED - SEE NOTE 411
AND E
0 THE SURVEYOR HEREON,
'TH
RICMN& A, DESCHAMPS LS, #70019 DATE
235--
N/F
HUDSON JACKSON &
230—
JINAI I JACKSON
VOL. 219 PG. 380
222
(SALEM)
N/F
EDITH REAGAN FLETCHER, TRUSTEE
DH
REC.
VOL. 232 PG. 529
Ep
Xl-
IP
REC.
N 7734`30" E
LEGEND:
3 1/80'
VOL.
VOLUME
PG,
PAGE
REC
N0111 OF FORMERLY
4.
S.F. SQUARE FEET
N 79°0:. '2 7 E co "Z -
m X I
65.18 _Nlu . lVlkJLNL,1iVMi'ql = . L�-
FU-NING FLING & T 0 WN IP
ANNETTE FLING MON. DH
VOL. 44 PG. 27, IPIN
(SALEM) DH REC,
REC. SNET
0
IRON PIPE
DRILL HOLE
IRON PIN
RECOVERED
SOUTHERN NEW ENGLAND TELEPHONE
EXISTING CONTOUR
IRON PIN OR DRILL HOLE TO BE SET
CC
_B S T -�L L Y CORRECT
TO MY 0 IFF, THTSNL-�P IS SU 'NTL
AS NOTES
IS NOT VALID NVITHOLTT A LIVE SIGNATURE
AND E
0 THE SURVEYOR HEREON,
'TH
RICMN& A, DESCHAMPS LS, #70019 DATE
APPRO�ITD BY THE TO�X'_N OF MONTVILLE PLANNING & ZONING COMMISS I 0-N
CHAIRNIAN OR SECRETARY
DATE
BECKWIT'l
!.--,�
S 83039'09" W
54.06' N/F
LOU -IS H. BOND, ESTATE
HELT (GLADYS J. BOND - FIDUCIARY)
42100 ( VOL ,.576PG. 6t4&VOL. 68PG, 2I')
slymoismam
Beckwith Pond
LOCATION MAP
1000 500 0 1000
GR PHIC SCALE IN FEET
ONVNER/APPLICANT:
N 34`03'09" E CHRISTIAN E. FUNK & DONNA BOND FUNK.
11.52' 75 BECKWITH ROAD
OAKDALE, CT
NOTES:
1, THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATEAGENCIES SECTIONS 20 -300b -I THROUGH 20-300b-20 AND THE "STANDARDS
FOR SURVEYS AND MAPS IN THE STATE OF CONNECTI( ' ' ' . UT" AS ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26,1996, IT
IS A PROPERTY SURVEY 13ASED ON A RESURVEY AND CONI'OR]NlS TO HORIZONTAL
ACCURACY CLASS A-2.
2, FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOW N OFNIONTFILLE LAND
RECORDS VOLUME 250 - PAGE 787 & VOLUNIE 250 - PAGE 74
3. THE PROPERTY IS SHOWN ON ASSESSORS MAP 018 - LOT 006
4. THE PROPERTY IS LOCATED IN ZONING DISTRICTWE.P-160.
5, TOTAL AREA OF PROPERTY - 594,477 SQUARE, FEET± (13.6-17 ACRES:,).
6, SUBJECT TO A RIGHT OF WAY WIN WIDTH ALONG THE EASTERLY BOUNDARY IN
FAVOR OF LOUTS BOND AND HIS HEIRS AND ALSO A, NY R16 1475 IN FAVOR OF THE
(.-"ITY OF NEW LONDON OVER SAID RIGHT OF WAY.
7ITOPOGRAPHIC M-IORNiATION SHOWN CONPLIES1NITH T-?, '-3 Nt�P11 G STANDARDS
BASE FOR. LEVELS: APPROXIMATE NI.G.V.D. 1929.
8, UNDERGROUND UTILITIES WERE SHOWN PER. THE OINTINTER AND IS TO BE CONSIDERED
APPROXIMATE, CALL BEFORE YOU DIG: 8 1. 1.
9, THEARENO INLAND WETLANDS LOCATED ON OR wiTHIN 50' OF THE PROPERTY.
10. THE PROPOSED DEVELOPMENT ALLOWS FOR THE CREATION OF A NEW INTERIOR LOT,
A HOUSE, SEPTIC SYSTEM AND ON SITE NVELL ARE PROPOSED. TIE LOT WILL SHARE A
PORTION OF THE EXISTING GRAVEL, DRIVEWAY AND ALSO HAVE A NEW DRIVEWAY
CONSTRUCTED LEADING TO THE PROPOSED RESIDENCE. THE EXISTING HOUSE IS
SERVED BY AN EXISTING SEPTIC SYSTEM, WELL & UNERG R OUND UTILITIES.
11. A VARIANCE FROM SECTION 17.20.4 OF THE MONTVTLLE ZOINING REGULATIONS IVAS
OBT,�ED FOR LOT -#006 & LOT =006-001 TO REDUCE THE ACCESS STRIP WIDTH FROM
25' TO 11.35' ON APRIL I, 2015.
12. CROSSHATCHED AREA DENOTES A PROPOSED RIGHT OF Nk,kY IN FAVOR OF LOT#006
OVER LOT --006-0(:11 FOR ACCESS AND UTILITIES.
13. CROSSFIATCHEI) AREA DENOTES A PROPOSED RIGHT OF Nk'AY IN FAVOR OF LOT#006-001
OVER LOT;=006 FOR ACCESS AND UTILITIES,
MAP REFERENCES:
I PLAN SHOWING PROPERTY OF LOIS H. BOND, BECKtAJTH ROAD, MONTVILLE.
CONNECTICUT, ZONE: WRP-160,AREA: 13,647 ACRES, SCALE: 1"=50%
AUGUST 31,,1.992, PREPARED BYA7ILLL"4 F. KENT,
2. FOX HOLLOW SUBDIVISION - PROPERTY OF ROGER & LMA PHILLIPS,
CONN, ROUTE 85 & BECK-\VITH ROAD, MONTVILLE, CONN., SCAE: V=100',
DATE: JULY 1985, REVISED DEC, 1985, PREPARED BY iOLAND I HARRIS & ASSOC,
P R 0 JE C T NO. 15-022 SITE PLAN
DRAWN BY: R.A.D. SHOWING PROPOSED INTERIOR LOT
PREPARED FOR
DATE: 4/10/15
SClLE: Ifl-50, CHRISTIAN E. FUNK
S1-i7RET I OF 2 DONNA BOND FUNK.
T
REVISIONS 75 BECKWITH' ROAD
MONTVILLE (OAKDALE) & SALEM, CONNECTICUT
BOUNDARY & EXISTING CONDITIONS
ADVANCED SURVEYS, LLC, N
50
50 2�5 APP"t 1`alle'
Phone & Fax (860) 267-5979
GRAPHIC SCALE IN FEET
SALEM ',I MONTVILLE GRID NORTH
D-43023'52" N,f
R-185.00" LOUIS H. BOND, ESTATE
L- 140,23' ' 'GLADYS J. BOND - FIDUCIARY)
CBRG-516"14'2.9"E VOL. 576 PG. 61.4 & VOL. 68 PG, 2 1)
CRD436.90 DH
REC.
EXISTING GATE
eo�------s 06"58149" W(TO BE RELOCATED)
----------
��425.03
DH
C.IV-CODS ROAD---
-RIGHT OF WAY SEE NOTE
6)
%C)o
PROPOSED GRAVEL DR] VEVAY
(6" PROCESS GRAVEL)
TEST HOLE & PERC TESTDATA
TEST PITS WITNESSED BY KIMBERLY HAMLEY., R.S,., UNCAS HEALTH DISTRICT
(04/15115)
0"-5" TOPSOIL TH #1
5"-23" BROWN FINE SANDY LOAM
23"-90" SAND & GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
0"-6" TH #2 TOPSOIL -
6"-34" BROWN FINE SANDY LOAM
34"-84" SAND & GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
I ov IUD I DH
3.3.63' Z- REC. PROPOSED
U,/G UTILITIES
DH
REC TOWN
MON.
Z5,
29.56
PROPOSED
N 79°04'52", 04'52" E PAVED DRIVEWAY
PROPOSED
U/G UTILITIES .196
198
Ip
REC.
N 79041'36" E
--�48.97'
ROOTING
DRAIN
OUTLET
REC.
1,000GA,/2COMP
p
REC. PROPOSED SEPTIC TANK INSTALL AND MAINTAIN A
LIMITS OF fr (SEE DETAIL) CONTINUOUS LINE OF
CLEARING SILT FENCE (SEE DETAIL) / /
N/F
/TH#3
SEP 'V
THEAN LEOH & VE
SIM S. LINGT
Ti
VOL. 197 PG. 449
ell
(SALEM)
Ql
j /
-4 VC
(SD
tj 54LF- IIPVC
kil Jill.
3 STM D1785A.(`
06
\ ,�,2
z-
0 PROPOSED
LIMITS OF PC
REC. CLEARING
N 73005'40" E
PROPOSED
21,04'
WELL
N 77044'22" E
56.35'
0
P-ROPPSEb-L-OT, #006-001
262,429 S.F,± V-3
(6.03 ACRES±)
ENGINEERED SEPTIC SYSTEM
NOT REQUIRED
NfF
JEFFREY JOHNSON
VOL, 223 PG,. 217 REDH ' ` /
C.
(SALEM)
0
04 4
z
Z
0
CO
IP
REC.
00
tl
00
011 It
N/F
HUDSON JACKSON &
JINAH JACKSON
VOL. 219 PG. 380
(SALEM)
EXISTING LOT - #006
332,048 S.F.±
(7.62 ACRES±)
C4
12'
I I
2
TH #3
W-7 TOPSOIL
7"-30" BROWN FINE SANDY LOAM
30"-8811 SAND & GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
TH #4
0%5" TOPSOIL
5"-28" BROWN FINE SANDY LOAM
28"47 SAND & GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
DEPT14 - 241`1
TIME READINCCI
10:1.5 - 3"
10:30 - 7"
10:45 - 10"
11:00 - 12"
PERC RATE - 8.5 MIN./INCH
FABRIC----
KNOCKOUT INLET AND
OUTLET OPENINGS
POST
RIBS INSIDE
o
44
COMPACTED
U A f1v ul I F
I
CAST
CONCRETE COVERS
z
"z
LEGEND:
F.F.
FIRST FLOOR
EL.
ST.
ELEVATION
SQUARE FEET
Hf fill
IPIN
IRON PIN
corq
DH
DRILL HOLE
pill.
MON
MONUMENT
x192.6
EXISTING SPOT ELEVATION
a: cn:
x224A
PROPOSED SPOT ELEVATION
TO 1i V0
AS NO
208
EXISTING CONTOURS
PROPOSED CONTOURS
AND Ty
Ft. ILDING SETBACK LINE
4-
T. `3T HOLE
RICH. DESCHAMPS
C4
12'
I I
2
TH #3
W-7 TOPSOIL
7"-30" BROWN FINE SANDY LOAM
30"-8811 SAND & GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
TH #4
0%5" TOPSOIL
5"-28" BROWN FINE SANDY LOAM
28"47 SAND & GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
DEPT14 - 241`1
TIME READINCCI
10:1.5 - 3"
10:30 - 7"
10:45 - 10"
11:00 - 12"
PERC RATE - 8.5 MIN./INCH
DESIGN DATA
(MLSS NOT REQUIRED)
3 BEDROOM HOUSE REQUIRES 495 S.F. OF EFFECTIVE LEACHING AREA
USE (3) 55' LONG x 48" WIDE STONE LEACING TRENCHES (4-95 S.F)
USE 1,000 GALLON 2 COMP, SEPTIC TANK WITH OUTLET FILTER DTVICE
SEPTIC SYSTEM INVERTS
(f-) - 222.60 MIN. OUTLET AT HOUSE
221,25 INLET @ TANK
221.00 OUTLET @ TANK
220.50 TRENCH INVERT (BOTTOM TRENCH EL. -220.00) EXIST. GRADE - 222.0
HI -LEVEL OVERFLOW - TOP OF' ELBOW EL, -220.80
219.70 TRENCH INVERT (BOTTOM TRENCH EL. -219.20) EXIST. GRADE - 221.2
HI -LEVEL OVERFLOW - TOP OF ELBOW EL. -220.00
218.90 TRENCH 1NTv`ERT (BOTTOM TRENCH EL. -218.40) EXIST. GRADE - 220A
CONNECTICUT APPROVED-,,_
FILTER FABRIC
4" PERFORATED
PIPE ---
STONE AGGREGATE
(SEE NOTES)
TOPSOIL
SUITABLE FILL
�
L 4'
TRENCH
CROSS SECTION
NOT TO SCALE
4" PVC ELBOW
4 x 4 12.6'12.6 GA. v= MESH (CUT FOR 4" OVERFLOW)
17 1/2" 6 x 6 6/6 GA. WIRE MESH 4" 2X2 5/816 GA. NWRE MESH
111211 17
n
3" VENT 3 TEN T OUTLET
LIQUID LEVEL---
1 4" OUTLET
CONTINUOUS HOT
BAFELF
ASPHALT SEAL LMD WITH -OUTLET
et 1i" PVC FILTER
4" SCHEDULE =40 4 t 11 :�) DEVICE
INLET B.
-�TFLE 60 G
'AS
I DEFLECTO
. ...........
4"� 3"
CROSS SECTION
1000 GALLON
2 COMPARTMENT STA-NDARD D -BOX W,/ELBOW
SEPTIC TANK NOTTO SCALE
NOT TO SCALE
BITUMINOUS CONCRETE
DR]ATWAY
2"--7
SHOULDER DRIVE ~4AY
BASE COUR-SE 8" BASE COURSE
BITUJIIIvIINGUS CONCRETE DRIVEWAY
NOT TO SCALE
TEF, THIS NL-kP IS SUBSTANTIALLY CORRECT
IS NOT VALID WITHOUT A LIVE SIGNATURE
THE SURVEYOR HEREON,
L.S. #70019 DATE
FILTER
FABRIC----
KNOCKOUT INLET AND
OUTLET OPENINGS
POST
RIBS INSIDE
o
44
COMPACTED
U A f1v ul I F
I
CAST
CONCRETE COVERS
DESIGN DATA
(MLSS NOT REQUIRED)
3 BEDROOM HOUSE REQUIRES 495 S.F. OF EFFECTIVE LEACHING AREA
USE (3) 55' LONG x 48" WIDE STONE LEACING TRENCHES (4-95 S.F)
USE 1,000 GALLON 2 COMP, SEPTIC TANK WITH OUTLET FILTER DTVICE
SEPTIC SYSTEM INVERTS
(f-) - 222.60 MIN. OUTLET AT HOUSE
221,25 INLET @ TANK
221.00 OUTLET @ TANK
220.50 TRENCH INVERT (BOTTOM TRENCH EL. -220.00) EXIST. GRADE - 222.0
HI -LEVEL OVERFLOW - TOP OF' ELBOW EL, -220.80
219.70 TRENCH INVERT (BOTTOM TRENCH EL. -219.20) EXIST. GRADE - 221.2
HI -LEVEL OVERFLOW - TOP OF ELBOW EL. -220.00
218.90 TRENCH 1NTv`ERT (BOTTOM TRENCH EL. -218.40) EXIST. GRADE - 220A
CONNECTICUT APPROVED-,,_
FILTER FABRIC
4" PERFORATED
PIPE ---
STONE AGGREGATE
(SEE NOTES)
TOPSOIL
SUITABLE FILL
�
L 4'
TRENCH
CROSS SECTION
NOT TO SCALE
4" PVC ELBOW
4 x 4 12.6'12.6 GA. v= MESH (CUT FOR 4" OVERFLOW)
17 1/2" 6 x 6 6/6 GA. WIRE MESH 4" 2X2 5/816 GA. NWRE MESH
111211 17
n
3" VENT 3 TEN T OUTLET
LIQUID LEVEL---
1 4" OUTLET
CONTINUOUS HOT
BAFELF
ASPHALT SEAL LMD WITH -OUTLET
et 1i" PVC FILTER
4" SCHEDULE =40 4 t 11 :�) DEVICE
INLET B.
-�TFLE 60 G
'AS
I DEFLECTO
. ...........
4"� 3"
CROSS SECTION
1000 GALLON
2 COMPARTMENT STA-NDARD D -BOX W,/ELBOW
SEPTIC TANK NOTTO SCALE
NOT TO SCALE
BITUMINOUS CONCRETE
DR]ATWAY
2"--7
SHOULDER DRIVE ~4AY
BASE COUR-SE 8" BASE COURSE
BITUJIIIvIINGUS CONCRETE DRIVEWAY
NOT TO SCALE
TEF, THIS NL-kP IS SUBSTANTIALLY CORRECT
IS NOT VALID WITHOUT A LIVE SIGNATURE
THE SURVEYOR HEREON,
L.S. #70019 DATE
FILTER
FABRIC----
ANGLE 10" UP SLOPE
POST
FOR STABILITY AND
SELF CLEANING
COMPACTED
U A f1v ul I F
I
SILTNO-FENCE
T TO SCALE
.APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSIO'-\
CHAIRMAN OR SECRETARY
DATE
PROJECT NO. 15-022
%
DRAWN B.,N7. R.A.D.
I
DATE 4/10 15
SCALE: 1"1=40'
2
SHEET' OF 2
REVISIONS
EROSION AND SEDEN4ENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
SEPTIC SYSTEM AND DRIVEWAY,
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
I ALL TOPSOIL TO BE, STOCKPILED ON SITE AND PROTECTED
N4IITH HAYBALES OR SILT FENCE,
4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
TOWN OF MONTVILLE SHALL BE NOTIFIE 1) WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO TI IAT THE INSPECTION
CAN OCCUR,
6. THE CONTRACTOR WILL BE RESPONSIBLEFOR THE INSTALLATION
AND MAINTENANCE OF ALL REQUIRED SFDEMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION,
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE'
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION RATE NOTES
PER 1000 S.F.
STPAW/Eky 70,90 lb& FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER
A I R DRIED, TREAT WITH
PLANTING SCHEDULE: 121bs NITROGEN / TON
-- - --------- ----
SEEDING DATES:
APRIL 1------- JUNE 15
AUGUST 1------ SEPTEMBER 15
SEED MIXTURE
45% RED FESCUE
45% KENTUCK17 BLUE GRASS
10% PERENNIAL RYE
L ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SA'T'ISFACTION OF THF, TOWN SANATARIA N.,
2, THIS SYSTEM HAS NOT BEEN DESIGNED FOR TIE USE OF LARGE
CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN, IN THE,
EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
FIELD CAPACITY WILL BE REQUIRED,
LEACHING SYSTEM CONSTRUCTION NOTES:
I . TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN ,AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
AND COMPACTED IN 6" LIFTS, SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES.
B. THE FILL 'SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO. 4 & 3" SIEVES)
NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO, 4 SIEVE.
C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA.:
SIEVE SIZE: A -flo #40 floo 4200
% PASSING: 100 70-100 **10-50 0-20 0-5 WET SIEVE -
111; PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE
PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER TITAN 75% IF THE .PERCENT
PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE *200 SIEVE DOES NOT EXCEED 5%.
2. DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT,
3. FELL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN
TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA i
AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA, AND,
SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES, STOCKPILING IS TO TAKE PU1,CE UPGRADIENT OF
THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED,
SEPTIC SYSTEIvl CONSTRUCTION NOTES:
I CONSTRUCTION SEQUENCE:
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA.
B. PLACE SELECT FILL AS REQUIRED.
C. CONSTRUCT LEACHING TRENCHES TO DESIGN LINE & GRADE,
D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING.
2. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IkON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL.
ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNTa ISS NOTED,
4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BR KEN
STONE ON COMPACTED SUBGRADE.
5, THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75" OF THE PROPOSED WELL AND
SEPTIC SYSTEM AS SHOWN ON THIS PLAN.
6. APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROK FN STONE, CRU RED
STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.0 1.0 1 FOR
STONE:
SIEVE SIZE PERCENT PASSING(B
_XWEMHT
2 -INCH 100
1 -1/2 -INCH 90-100
1 -INCH 20-55
3/4-fNCH 0-10
3/8 -INCH 0-5
7. Ti; LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THI
FIELD BY A LICENSED LAND SURVEYOR.
8. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE Til 28" INTO EXISTING
GR.kDE.
40 20 40
GR,kPB1C S, ALE IN FEET
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS,
2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
3. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM
LOCATED ONj,ABUTTING PROPERTIES.
4, A BENCHMARK IS TO BE PLACED IN ITHIN 50' OF THE PROPOSED HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION.
NO, 4
I
SITE PLAN
SHOWING PROPOSED INTER101-?, LOT
PREPARED FOR
CHRISTIAN E. FUNK
ii
DONNA BOND FUNK
75 BECKWITH ROAD
MONTVILLE (OAKDALE) & SkLEM 0NNECTICUT
PROPOSED IMPRONTEMENTS & EROSION CONTROL
Gil,
ADVANCED SUM(`EYS, LLC. N
25 Apple Lane, Colchester CT. 06415 E
Phone & Fax (860) 267-51979
IS