HomeMy WebLinkAbout2 Railway Bluffs Proposed Septic System PlanAle Feil W... '
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LOCUS FAAP Scale: 1" = 2000'
AveraLre Grade - Street Sides ForBuilding Height Verification:
- Railway Bluffs Front Elevation Averoge Grade At Structure:
[13.6'(16') +15.2'(38')] / 54 - 14.73'
- Bayview St. Left Side Elevation Average Grade At Structure:
[12.1'(4') + 10.2'(29) + 11.1' (7)] / 40 = 10.55'
- Average of Both Street Front Grader
(14.73' + 10.55) / 2 = 12.64'
- MAXIMUM ALLOWABLE BUILDING HEIGHT ELEVATION.,
12.64' + 35' = 47.64'
_ SILT FENCE/HAY BALES 7
>v (LIMIT OF WORK) 1 .0 TW
cc so _
EXISTING
-SPOILS TO
N REMOVED
liar , icO^G`C .4 P +NGS
S o v n 'NAY r' FFS
FLOOD ZONE LINES pv�
SCALED FROM �,Py
FIRM 250015 0005 D tkb �O
tt
FLOOD ZONE Al2
LJ EXTEND WALL UP SIDE (� 10)
V�riT F;Pr.
PROPERTY LINE NECESSARY ��Jy apt, PROPOSED ---
FOR BACKFILLING po�-� Q ' C WATER SERVICE
I
�- EINE .,I'S0"!� r r.L o
--- -
N
M7 Y11 x
11.0TW
Q
.,,.�
BE
5 , ,'S• ,
CON ECT
"
-SERVICE TO 8 WATER MAIN
,
1 t
5.) A
INFORMATION CONSISTING OF PIANS AND DEEDS.
LEACHING AREAREQUIItEMENTS
TOTAL AREA -
-
�`�
1' (ELEV 9.82)
_--
f IN RAILWAY
m
15,863 SQ. FT. t
1 "PVC
THE EXISTING FEATURES SHOWN HEREON WERE OBfAm FROM AN ON THE GROUND FIELD
--
20' MIN. )
z
\
0.35 ACRES
COORDINATE
CONNECTION
NITROGEN LOADING LIMITATION: NA
CONCRETE
� P BY BAXTER NYE EIGTNEERING a SURVEYING FROM AUGUST 1, 2007
C
I
126• (ELEV -0.7)
128• (ELEV -0.77)
s1DNE at%
WITH! YARMOUTH
mrn
n
m
Z
UPLAND AR r
If
r
;
120"
' 15,189 SQ. t
DEPARTMENT AS NECESSARY.
1
,;
6.) COMMUNITY PANEL NUMBER: 250015 0005 D (7/2/92)
0
r"
is
_
� FLOOD
f
ZONE Al2 L
k I
�1
ROTONDO DO -3 OR
c0i
p
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES Al2 (EL 12)
� (EL
10)
15.2
ANNUALLY
*3
st er
1� ;(MIN.)
10.1 TW
�-
a Al2 (d 10)
A _
_ r' ,_" -
` -
I
FLOOD ZONE Al2
ROPOSED
1
I
J
PERIL RATE - <2 MIN. /MCH (CLASS t)
(EL 12)
i
FETAINING
r I I
'
I ',
VALL. SEE
I
7o
_
D -BOX
Lcf. 2
-TAIL HE
ON
(;
�,�
0.X.
-�
i
�- 120
O J
-
- PROPOSED SYMNHESP '
1
Qa�2
QiuOJQ 1 a
N
2 /
/ 85.6' 70--
n EXISTING CONCR
LEACHING CHAW
- , l TO BE REMOVED
4.0' SEE CONSTRUCT
NOTE #3 HEREO
1
11 LF 4" PVC
o ' f S=5.56%
11 LF 4" PVC
S=2.55%
PROPOSED 3 BEDROOM DWELLING
SLAB ELEVATION=10.25
FINISHED FLOOR ELEVATION=19.45
BUILDING FOOTPRINT = 2,312 S.F.
BUILDING COVERAGE= 15.2%
q G I IG
t + F,`
11 LF -4" PV
A S=2.73% -
SEPTIC SYSTEM CONSTRUMON NOTES: GENERAL NOTES
1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TYLE V OF THE STATE SANITARY 1.) LOCUS AREA IS COMPRISED OF
CODE DATED 4/21/06, AS AMENDED THROUGH THE DATE OF THIS PLAN, a ANY LOCAL RULES a
I REGULATIONS APPLICABLE PARCEL 1 O DEED BOOK 11455 PAGE 230
I I 167 BAYVIEW STREET (AKA) 1 RAILWAY BLUFFS, WEST YARMOUTH, MA, 02673
2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER, ELEVATION INFORMATION CERTIFICATE OF TITLE: 148.685
MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. LOT A O L.C. PLAN 14197-8 (APRIL 12 1946)
YARMOUTH ASSESSORS MAP 28 PARCEL 001
B 3. WHEN REMOVAL OF EXISTING CONCRETE LEACHING CHAMBERS AND UNSUITABLE MATERIAL IS COMPLETE, ,ION PERSSON
N071FY ENGINEER FOR INSPECTION. 59 SALTEN POINT ROAD
I ( 4. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO B4CKFlLLING. NOTIFY THE BOARD OF HEALTH AGENT &1RNSTABLE, MA, 02630 O�
I '
AND ENGINEER FOR INSPECTION. owNQr ANTHONY M. VIOLA P41
C'TRUSTEE OF VIOLA FAMILY .S D
5. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. SUMMER STREET 1?01
655
BOSTON, MA., 02110
6. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE 'C HORIZON- , FOR A HORIZ DISTANCE OF 5'
SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP 2.) PRS. BENCHMARK : (SEE PLAN)
ELEVATION OF THE SAS.
I II PROJECT BENCHMARK : RM 11 BOLT ON HYDRANT (LOCATED TO THE LEFT OF THE
7. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS TFIW 3' OF COVER. WORD 'OPEN. ON THE WEST SIDE OF OCEAN STREET,
8. THE SEPTIC SYSTEM DESIGN �1 INCLUDE GARBAGE GRINDER DISPOSALS. 30 FEET WEST OF POLE 43 39. IN FRONT OF HOUSE 401,
"a I 15 FEET NORTHW'ES'T OF CENTERLINE OF OCEAN STREET.
I C° 9. CAUTION,THE CONTRACTOR SHALL. CONTACT DIG SAFE (AT 1 -888 -DIG -SAFE) TWD UTILITY COMPANIES ELEV 9.80 (NGVD)
�,
. I _ _ _ ' r ♦ TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE 3.) ZONING INFORMATION
WI Oi�ERI BOLI A D - `� - CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL
1. IEXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ZONING DISTRICT : R-25
NVENT FIFES -, PROPOSED♦ ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE MINIMUM CURRENT ZONING REQUIREMENTS (1946 ZONING):
\ NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES
. I UNDERGROUND To BE FULLY RESPONSIBLE FOR ANY AND ALT. DAMAGES WHICH MIGHT BE OCCASIONED BY THE MIN. LOT AREA = 25,000 S.F. (6,500 S.F.)
y �J ✓ ` P ELECTRICAL CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM MIN. L07 FRONTAGE = 20' (0)
,.1 7' ,• J �- . SERVICE PLAN INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. FRONT YARD - 30' (30)
-� 12.5 TYN '!.. "- :J` " . '3 ` AT UTILITY CROSSINGS. VERIFY IN FIELD THE LOCATION / INVERHS OF ELECTRIC. GAS, TTIEPHONE a SIDE a REAR YARD - 15' / 20' (6' / 201
DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE
MAXIMUM LOT COVERAGE - 25X
10.8
• CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED.
4.) A TIRE SEARCH WAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED
10'I(MIN.) ' 10. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS.
DETERMINED BY THE APPROPRIATE UTILITY COMPANY.
N PROPOSED WATER
THEE PROPERTY ERIE NVFORMATION SHOWN S (iASED ON CURRENT VAIABLE RECORD
- :- �----BREAKOUT
c7 - I� '
r - ELEV.=10.0 t
J} 35.5' X 10' S.A.S. WITH
4 PRECAST LEACHING
x CHAMBERS
N 120 - - 5' OVER DIG SE
TLA l 10.2 1 -- - - - 10. 15.2 a O E
IVY- .9 / 10 . - - -- 28.3''1 j I CONSTRUCTION NOTES #3
I'
rrl
�1
:
DR 0`
_ I WA � ER
H E
DRIVEWAY L
8 I ( �l 0 D .1 �"1 ArD
0
i I -'& N
os = PROPOSED
Zo WE1tiAN ' N RETAINING STAIRS` TO BE REMOVED
FLOOD ZONE Al2 _ ` i ^ �, ,. ,'• v r� 10 (MIN.)
(EL 12) WALLS (BY
<. VTHERS)
LFIELbiSTONE- --- --- - -- - - - --- -- - - -- - - - - c
_ AIRS. -- - - - --- - - ---- - T
8.75 B
_
1
NNNNNNNNNN
___.. _. • „ � r- __ r. \ T10 BMIN. 10.5
FLOOD ZONE LINES BW - .' 0 5 BW -
•� SCALED FROM FLOOD ZONE Al2 =•L. 0 y,_N. -Y \ \ 9 ,� h� {
FIRM 250015 0005 D (EL 10) s ' ! ryrt �� : ` � f j CO
BENCHMARK.
TAG BOLT/HYDRANT / 33A
BAYV'EW EXISTIN PAVEMENT �� t .r ELEV. - 1255
STREET TO BE EMOVED 1F�RO;:"+,TI_ t?EA I _
1� t
FEL INO'sbwm AREA
1. CAPSTONE TD BE MORTARED M PL/VCE tom•).
2. CONTRACTOR RESPmaz FAR LOCATION OF WDERGROl1ND UTILITIES
3. CONTRACTOR TO ENSURE STABILITY OF WALL
4. QVSUK SUWRADE IS COMPACTED TO 951E P.D.
5 STONE TD BE SUPPLIED eY BEAVER VALLEY STONE.
DRY STONEWALLDETAIL
_SPAR FACE HKPRAL
STOW IN1L
_WL
0ADe WALL ��
-DRY LAY STONES M
b
40+1mr WIDE
_ 100.00' RIVERS ACT; 310 CMR 10.58 (2)(a)3c
_ _ -
J
3 BEDROOM SYS'
APPRObGTE TOP Cr
FPM FLOOR - 165
w OUT -11A
APP'ANTE TCP OE
MPOWN AT HOUSE -17.0
OP00MADE AT HOUR -1552
:1fSED 67810E OVER
NOT TO SCAT!
NOTES:
1. SYSTEM COMPONENTS ARE MI
2. SEPTIC SYSTEM DESIGNED WITH
SET AT IFAST ONE fILWE
'6: COVER TO AL OF F1NSH GRADE.
RISERS d; COVERS SHALL BE WMERTOff SET MAW
awn Ik
4' SCH 40 Pte .•,.-
.,,.�
WL
5 , ,'S• ,
CON ECT
"
-SERVICE TO 8 WATER MAIN
TEST PR 1
1 t
5.) A
INFORMATION CONSISTING OF PIANS AND DEEDS.
LEACHING AREAREQUIItEMENTS
'i""' •• -
2
�`�
1' (ELEV 9.82)
'
f IN RAILWAY
BLUFFS.
3 BEDROOM SYSfQM
1 "PVC
THE EXISTING FEATURES SHOWN HEREON WERE OBfAm FROM AN ON THE GROUND FIELD
59' (ELEV 4.88)
20' MIN. )
V BAFFLE
\
REIIFORCFD
COORDINATE
CONNECTION
NITROGEN LOADING LIMITATION: NA
CONCRETE
� P BY BAXTER NYE EIGTNEERING a SURVEYING FROM AUGUST 1, 2007
$
I
126• (ELEV -0.7)
128• (ELEV -0.77)
s1DNE at%
WITH! YARMOUTH
WATER
RESIDENTIAL 3 BEDROOMS
'
THROUGH AUGIlSf 1, 2 a 6, 2007.
4.0'
CLASS I SOIL
N
DEPARTMENT AS NECESSARY.
x 110 GPD/BEDROOM
TOTAL DESIGN FLAW -330 GPD
TANK DISTRIBUTIC
6.) COMMUNITY PANEL NUMBER: 250015 0005 D (7/2/92)
® ® ® ® ®
is
j
RONNDO 511500 OR MLVY.
k I
�1
ROTONDO DO -3 OR
GARBAGE GRINDER (NOT INCLUDED) = N/A
TO BE 167AU D ON A LEVEL STABLE
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES Al2 (EL 12)
TO BE MALTED ON A LEVO
o
15.2
ANNUALLY
*3
st er
1� ;(MIN.)
�
I
a Al2 (d 10)
A _
_ r' ,_" -
` -
b -r
•
PERIL RATE - <2 MIN. /MCH (CLASS t)
7.) ENVIRONMENTAL WDRYA170
o
r I I
'
I ',
LIAR = 0.74 GPD/S.F.
MIN_ LEACHING AREA OF SAS. REOUIRED
330 GPD/ 0.74 GPD/S.F. = 446 S.F. MM.
• SITE IS NOT wrrHM AN AC.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN).
7o
_
D -BOX
IL%
• SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER
OCTOBER
- PROPOSED SYMNHESP '
FOR USEEWWITH HEE MA WETLANDSSPPROTEECCTION�ACTT REATS GULATIONS 310 CMR 10).'
4 - PRECAST CONCRETE CHAMBER UNITS
(310
WITH 3' OF STONE ON SIDE, 1.75' OF STONE AT ENDS
• SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHFSP MAP
•CERTIFIED
I =
s
SIDEWALL AREA: (35.5 + 10)2 x V DEPTH 91 SF
OCTOBER7, 2006 VERNAL POOLS.•
LO . t
IL
} 1,J
c 1
r
C
BOTTOM AREA 35.5' x 10 - 355 SF
( 7
.SITE IS WITHIN A PRIORITY HABITAT PER NHISP MAP OCTOBER 1, zoos
TOTAL EFFECTIVE LEACHING AREA - 446 SF
PROORf1Y H ANATS OF RARE SPECIES' FOR SPECIES UNDER
�
SYSTEM DESIGN CAPACITY - 40 SF x 0.74 GPD/SF=330 GPD
THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10)
1' t!O
f
J
N
SEPTIC TANK SIZING: 330 GPD x 200X = 660 GAL
• SITE IS NOT WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHARGE
(10
MIN.) Z
10
:L_
�. I 1
USE 1500 GALLON TANK MIN.
PROTECTION AREA
- :- �----BREAKOUT
c7 - I� '
r - ELEV.=10.0 t
J} 35.5' X 10' S.A.S. WITH
4 PRECAST LEACHING
x CHAMBERS
N 120 - - 5' OVER DIG SE
TLA l 10.2 1 -- - - - 10. 15.2 a O E
IVY- .9 / 10 . - - -- 28.3''1 j I CONSTRUCTION NOTES #3
I'
rrl
�1
:
DR 0`
_ I WA � ER
H E
DRIVEWAY L
8 I ( �l 0 D .1 �"1 ArD
0
i I -'& N
os = PROPOSED
Zo WE1tiAN ' N RETAINING STAIRS` TO BE REMOVED
FLOOD ZONE Al2 _ ` i ^ �, ,. ,'• v r� 10 (MIN.)
(EL 12) WALLS (BY
<. VTHERS)
LFIELbiSTONE- --- --- - -- - - - --- -- - - -- - - - - c
_ AIRS. -- - - - --- - - ---- - T
8.75 B
_
1
NNNNNNNNNN
___.. _. • „ � r- __ r. \ T10 BMIN. 10.5
FLOOD ZONE LINES BW - .' 0 5 BW -
•� SCALED FROM FLOOD ZONE Al2 =•L. 0 y,_N. -Y \ \ 9 ,� h� {
FIRM 250015 0005 D (EL 10) s ' ! ryrt �� : ` � f j CO
BENCHMARK.
TAG BOLT/HYDRANT / 33A
BAYV'EW EXISTIN PAVEMENT �� t .r ELEV. - 1255
STREET TO BE EMOVED 1F�RO;:"+,TI_ t?EA I _
1� t
FEL INO'sbwm AREA
1. CAPSTONE TD BE MORTARED M PL/VCE tom•).
2. CONTRACTOR RESPmaz FAR LOCATION OF WDERGROl1ND UTILITIES
3. CONTRACTOR TO ENSURE STABILITY OF WALL
4. QVSUK SUWRADE IS COMPACTED TO 951E P.D.
5 STONE TD BE SUPPLIED eY BEAVER VALLEY STONE.
DRY STONEWALLDETAIL
_SPAR FACE HKPRAL
STOW IN1L
_WL
0ADe WALL ��
-DRY LAY STONES M
b
40+1mr WIDE
_ 100.00' RIVERS ACT; 310 CMR 10.58 (2)(a)3c
_ _ -
J
3 BEDROOM SYS'
APPRObGTE TOP Cr
FPM FLOOR - 165
w OUT -11A
APP'ANTE TCP OE
MPOWN AT HOUSE -17.0
OP00MADE AT HOUR -1552
:1fSED 67810E OVER
NOT TO SCAT!
NOTES:
1. SYSTEM COMPONENTS ARE MI
2. SEPTIC SYSTEM DESIGNED WITH
SET AT IFAST ONE fILWE
'6: COVER TO AL OF F1NSH GRADE.
RISERS d; COVERS SHALL BE WMERTOff SET MAW
awn Ik
4' SCH 40 Pte .•,.-
.,,.�
WL
-
L- 11 LF S-iJ%
TEST PR 1
1 t
• G.S.E. = 9.8
(1aC W IUDe9)
'i""' •• -
SCH 10 PVC
,�
1' (ELEV 9.82)
a• ANN.
OS -2=
3- (ELEV 9.55) LOAMY SAND
NV H-10.7
1 "PVC
OUT- 10.45
59' (ELEV 4.88)
SAND
48' (ELEV 5.9)
V BAFFLE
2' d
REIIFORCFD
�, 14'
63' (ELEV 4.55)LLMM
RNV 0-10.17 SUMP
CONCRETE
C2 ; 1 OYR 7/2 ; LOAMY FINE
6.00100
SAND
126• (ELEV -0.7)
128• (ELEV -0.77)
s1DNE at%
-
RATE= <2 MIN/IN
RATE- <2 MN/IN
'
ON CRUSHED
CLASS 1 SOIL
CLASS I SOIL
1.500 GALLON
ONE -COMPARTMENT
SEPTIC
TANK DISTRIBUTIC
® ®
® ® ® ® ®
N
®
RONNDO 511500 OR MLVY.
ROTONDO DO -3 OR
TO BE 167AU D ON A LEVEL STABLE
BMSE
TO BE MALTED ON A LEVO
SEM IANC TO BE NS'EC1ID h CLEANED
ANNUALLY
3 OURETS RE'QU
A T'_R (3A -r- (TYP
AND GREASE TRAP
TO BE REMOVED 100.00'
SET MNFIOLE FRAME t COVER
TO tNRFIN C OF FFMSHAH GRADE � ^ 3OU E 1 •
R6ERS !COVERS SMALL BE wA1FRlkiTT
(FM �sPFC I O1 � WASHED STONE
"W Y TO BE LEVO.
LONGEST PIPE UNON-11 IF
OS -5.56%
40 SCH. 40 PVC
1lUDtAIMI WAX OVER LEACHING SYSIEU - 130
Y (m1x) cow
rr
or W _m- Dmar 3e' (rum r
Ca
WASHED PFA5IDNE ELEV;-10.0INSTALIM L ONE INSPECTION PORI TO
INT6' OF FINISH GRADE
CONCRETE LEAC HINc C•t41M l CONNECTION /
BMW SOILS M BE RE WED TO THE 'C HCRRON N 5•
DOUBLE WM9iD STONESEE CONSTE11ON NOTE /5 HEREON
R
Ad1ueb6 FigA GvwW *Aw O Elm 3A
(PER Hi1V.TH AM(O
S I "%BSORPTION SYSTEM (SAS) LEACHING CHAMBER (T"; I�ICAL)
NIS
SOIL LOGS
DATE : 9/13/07
Ih�1_0=1�-x�1=�Kxel=x=l=x
irx=n=n=Ti=T,xgn=x-n=n-x=..
xJ Ex
,i
I�x x1 x x u u
a t. n•n g x u n-
TEST PR 1
TEST PIT 2
• G.S.E. = 9.8
.�itrn-z
� 1,
FILL ; GLEY1 5/109Y ; FIBRIC
,�
1' (ELEV 9.82)
1—
-IN
m,
3- (ELEV 9.55) LOAMY SAND
9- (ELEV 9.15)
FILL : 1oYR 7/6 ; MEDIUM SAND
--
59' (ELEV 4.88)
SAND
48' (ELEV 5.9)
FILL; IM 5/2 ; MEDIUM SAND
C7 ; IOYR 6/3 , COARSE SAND
W/ TRACES OF
OF
PLAN OF
63' (ELEV 4.55)LLMM
90' (ELEV 24)
C ; f OYR 7/2 ; COARSE SAND
C2 ; 1 OYR 7/2 ; LOAMY FINE
LEACHING CHAMBERS
SAND
126• (ELEV -0.7)
128• (ELEV -0.77)
WATER AT 84' (ELEV 2.8)
WATER AT 90' (ELEV 24)
RATE= <2 MIN/IN
RATE- <2 MN/IN
PERC AT 68' (ELEV 4.13)
PERC AT 80' (ILLY 323)
CLASS 1 SOIL
CLASS I SOIL
® ®
® ® ® ® ®
N
"W Y TO BE LEVO.
LONGEST PIPE UNON-11 IF
OS -5.56%
40 SCH. 40 PVC
1lUDtAIMI WAX OVER LEACHING SYSIEU - 130
Y (m1x) cow
rr
or W _m- Dmar 3e' (rum r
Ca
WASHED PFA5IDNE ELEV;-10.0INSTALIM L ONE INSPECTION PORI TO
INT6' OF FINISH GRADE
CONCRETE LEAC HINc C•t41M l CONNECTION /
BMW SOILS M BE RE WED TO THE 'C HCRRON N 5•
DOUBLE WM9iD STONESEE CONSTE11ON NOTE /5 HEREON
R
Ad1ueb6 FigA GvwW *Aw O Elm 3A
(PER Hi1V.TH AM(O
S I "%BSORPTION SYSTEM (SAS) LEACHING CHAMBER (T"; I�ICAL)
NIS
SOIL LOGS
DATE : 9/13/07
SOIL EVALUATOR: YARMOUTH BOARD OF HEALTH AGENTS:
STEVE MATSON, P.E. PHIL RENAUD
BRUCE MURPHY
TEST PR 1
TEST PIT 2
• G.S.E. = 9.8
ONG.S.E. = 9.9
FILL ; GLEY1 5/109Y ; GRAVEL
FILL ; GLEY1 5/109Y ; FIBRIC
1' (ELEV 9.72)
1' (ELEV 9.82)
FILL ; TOM 4/3 ; GRAVELY
FILL ; GLEYI 5/1OGY ; GRAVEL
3- (ELEV 9.55) LOAMY SAND
9- (ELEV 9.15)
FILL : 1oYR 7/6 ; MEDIUM SAND
8 ; 10YR 54 ; GRAVELY LOAMY
59' (ELEV 4.88)
SAND
48' (ELEV 5.9)
FILL; IM 5/2 ; MEDIUM SAND
C7 ; IOYR 6/3 , COARSE SAND
W/ TRACES OF
OF
PLAN OF
63' (ELEV 4.55)LLMM
90' (ELEV 24)
C ; f OYR 7/2 ; COARSE SAND
C2 ; 1 OYR 7/2 ; LOAMY FINE
LEACHING CHAMBERS
SAND
126• (ELEV -0.7)
128• (ELEV -0.77)
WATER AT 84' (ELEV 2.8)
WATER AT 90' (ELEV 24)
RATE= <2 MIN/IN
RATE- <2 MN/IN
PERC AT 68' (ELEV 4.13)
PERC AT 80' (ILLY 323)
CLASS 1 SOIL
CLASS I SOIL
TEST PIT 3
TEST PIT 4
0• G.S.E. =9.8
0• G.S.E. = 9.8
FILL ; f OYR 7/6 ; MEDIUM SAND
FILL ; T OYR 7/6 ; MEDIUM SAND
73' (ELEV 3.72)
73' (ELEV 4.22)
FILL ; f OYR 5/2 ; MEDIUM SAND
FELL ; 10YR 5/2 ; MEDIUM SAND
W/ TRACES OF
W/ TRACES OF
79' (ELEV 3.22) LOAM
85' (ELEV 3.72) LOAM
C ; 10YR 7/2 ; COARSE SAND
C ; IOYR 7/2 ; COARSE SAND
127' (ELEV -0.78)
133• (ELEV -128)
WATER AT 84' (ELEV 2.8)
WATER AT 90' (ELEV 2.3)
RATE- <2 MIN/IN
RATE- <2 MIN/IN
CLASS I SOI
CLASS I SOIL
• WETLAND DELINEATION PERFORMED BY LEC ENVIRONMENTAL CONSULTANTS, INC.
FIELD LOCATED BY THIS FIRM M AUGUST OF 2007.
8.) UTILITY INFORMATION SHOWN HEREIN:
.
THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1 -868 -0G -SAFE) AND UTILITY
COMPANIES TO LOCATE ALL D(ISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START
OF CONST M17M THE LOCATION OF EXISTING LAMERGROUND INFRASMXRIRE, MITIES,
CONDUDS AID LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, WAY NOT BE LIMITED TO
THOSE SHOWN HEREN AND WIVE BEEN RESEARCHED BASED ON THE AVA/ABLE UTILITY
RECORDS NOTED HEREON. TIE CONTRACTOR AGREES TO BE FRILLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO
LOCATE SAID I FRASTRUC1URE AND UMIn1ES EXACTLY. IF FIELD OONDLIIONS DEFIERS FROM
L'UN INFORMATION. THE CONIRACM SAL NOTIFY THE E7NGINiR IMMEDIATELY FOR
POSSRE REDESIGN.
• EXISTING SEPTIC SYSTEM INFORMATION TAKEN FROM AN AS -BUILT PLAN PREPARED
BY PETER KIEF. RLS. DATED: 12/1/1983 - REVISED: 12/12/1983
SITERAILWAY
2 ■ ■AiLWA ■gyp/ SLUF/GC
WEST YARMOUTH, MAN, 02673
29874
62-12-08
PREPARED FOR Y2 mout`7 Ftekl<.h De,Pcrtment
JON PERSSON j O1vsp
59 SALTEN POINT ROAD Ll
BARNSTABLE, MA 02630TITLE
Proposed Septic System Plan
BAXTER NYE ENGINEERING & SURVEYING
Registered Professional Engineers and Land Surveyors
78 North Street - 3rd Floor, Hyannis, Massachusetts 02601
Phone - (508) 771-7502 Fax - (508) 771-7622
10 0 10 20
SCALE IN FEET
SCALE: 1"- 10'
10.0'
4
MIRE
/15/06
J�
3
SOM
/07/06
I
2
ME
LAT COVERAGE
OF
PLAN OF
SOIL ABSORPTION SYSTEM
SOIL
WITH
WITH
B.O H. NOTE ADOFD
PRECAST
LEACHING CHAMBERS
I DATE
I REMARKS
Na SCALE
IDESIGN BY SDM
ICHECKEDBY:
_
3
-4200 O!A
® ®
® ® ® ® ®
N
®
® ®_® ® ®_
ITT
8'-0'
• WETLAND DELINEATION PERFORMED BY LEC ENVIRONMENTAL CONSULTANTS, INC.
FIELD LOCATED BY THIS FIRM M AUGUST OF 2007.
8.) UTILITY INFORMATION SHOWN HEREIN:
.
THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1 -868 -0G -SAFE) AND UTILITY
COMPANIES TO LOCATE ALL D(ISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START
OF CONST M17M THE LOCATION OF EXISTING LAMERGROUND INFRASMXRIRE, MITIES,
CONDUDS AID LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, WAY NOT BE LIMITED TO
THOSE SHOWN HEREN AND WIVE BEEN RESEARCHED BASED ON THE AVA/ABLE UTILITY
RECORDS NOTED HEREON. TIE CONTRACTOR AGREES TO BE FRILLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO
LOCATE SAID I FRASTRUC1URE AND UMIn1ES EXACTLY. IF FIELD OONDLIIONS DEFIERS FROM
L'UN INFORMATION. THE CONIRACM SAL NOTIFY THE E7NGINiR IMMEDIATELY FOR
POSSRE REDESIGN.
• EXISTING SEPTIC SYSTEM INFORMATION TAKEN FROM AN AS -BUILT PLAN PREPARED
BY PETER KIEF. RLS. DATED: 12/1/1983 - REVISED: 12/12/1983
SITERAILWAY
2 ■ ■AiLWA ■gyp/ SLUF/GC
WEST YARMOUTH, MAN, 02673
29874
62-12-08
PREPARED FOR Y2 mout`7 Ftekl<.h De,Pcrtment
JON PERSSON j O1vsp
59 SALTEN POINT ROAD Ll
BARNSTABLE, MA 02630TITLE
Proposed Septic System Plan
BAXTER NYE ENGINEERING & SURVEYING
Registered Professional Engineers and Land Surveyors
78 North Street - 3rd Floor, Hyannis, Massachusetts 02601
Phone - (508) 771-7502 Fax - (508) 771-7622
10 0 10 20
SCALE IN FEET
SCALE: 1"- 10'
2007-042:1
p2rlLlt'�
DATE: 9/28/07
4
MIRE
/15/06
Rabe &Aft Elevation
3
SOM
/07/06
WATER SERVICE RELOCATED
2
ME
12/11/1117
LAT COVERAGE
1
SM
Ilamml
B.O H. NOTE ADOFD
70.
BY
I DATE
I REMARKS
DRAWN BY. SDM
IDESIGN BY SDM
ICHECKEDBY:
2007-042:1
p2rlLlt'�
DATE: 9/28/07