HomeMy WebLinkAboutEngineered Plans - Rev. 2004 � ��� GI��UP TRANSMITTAL
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To: y,�J�.�y ,q �/F,y Date: � '
R O,�e� � r� ��,�!f� Proj.No: G�,, 4Ti 73 .�/
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❑Attached ❑Under Separate Cover ;� �'jL�'�//
Via:
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❑Ovanight Delivery ❑'Iaxi ❑Re az Mail �� 657 Maln St et
S� Unit 6A, oute 28
(�Messrnger ❑D'uect fmm printer ❑Other. West Y rmouth, MA
, 026
I'he following items:
❑Change Order ❑Drawings ❑Fnnts ' ' '❑Samples el: 508-T78-8919
❑Copy oE Let[er ❑Photocopies ❑Reports ❑Specificadons Fax: 508-T7&8966
❑Di�tal Media �f'Plans ❑Other: f _
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�+-- No.efC ' awings-No. .a�e or Revision Description ��1� �g'� �
� Z�" D� .S �lvyri-(,�:' ��J � I
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This information is:
❑ For Your Information ❑Approved as submit[ed ❑Resubmit _copies for approval
❑Unchecked ❑Approved as noted ❑Retum _corrected prints
❑ Preliminary ❑Disapproved ❑Submit _copies Eor
�Revised Plans ❑Retumed for correccions distribuuon
�Final Plans ❑Sent for your review dt comment
Remarks:
cc: ��� G�2j Signed: � Note: lf enclosums are
� � not zs noted,ptease
contacc us immediacety,
SOIL TEST PIT 4/18/00 SEPTIC TANK DETAIL: 2,000 GALLON DISTRIBUTION' BOX DETAIL: NOT To SCALE LEACHING DETAIL! NOT To SCALE
y DATA. �
E I 30.0
NOT TO SCALE NO. OF OUTLETS 5
00 0o 0 0 00 0 0 0 0 0 0..0 0 0° 0 0 0 0 0 0 *000 0 00000000
TEST PIT - - TEST PIT 92 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED .GRADE o 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0
NOTES: 1. SEPTIC TANK SHALL BE STEEL o 0 o T
GRD. EL. 21.3' GRD. EL. 20.4' REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. o 0 o I
TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE I 0 WALLS o o o °
GW. EL. N A , GW. EL. N A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING COVER NOTES: o° 50" 12'
0 0 UNLESS UNDER PAVEMENT, DRIVES OR
3„ LOAMY SAND 10YR 3/2 4„ LOAMY SAND 10YR 3/2 TRAVELED WAYS, WHEREIN H-20 LOADING �;,y„��;,y„�q;;y, �;;,• 1. DIST. BOX TO WITHSTAND H-10 LOADING °0 4" PVC o° i 0
1' B B LOAMY SAND 2.5YR 5/6 SHALL APPLY.
- , 14" LOAMY SAND 2.5YR 5/6 1 15 2 PW e
EL - 20.1 EL = 19.2 - � UNLESS UNDER PAVEMENT, DRIVES OR o° PIPE °o j °
3. ALL PIPE CONNECTIONS AND CONCRETE TRAVELED WAYS WHEREIN H-20 LOADING O0°o 0°0o 0 0 00 000000 000 00 0000 00 000 00 0000 0 00 00000 °
2' 2' CONSTRUCTION SHALL BE WATERTIGHT. � T
SHALL APPLY.
4. FILL ALL UNUSED KNOCKOUTS WITH » 32.0
3' C 3' MORTAR. 2-24 DIA C.I. (IS MIN.) MANHOLE COVERS " " W 8" I 2. INLET TEE REQUIRED
C TEE TO BE UNDER BROUGHT TO FIS GRADE 6 5,5 OUTLETS 64.0
4' 4, 3. FIRST TWO FEET OF PIPE OUT OF DIST. PLAN VIEW - LEACHING CHAMBERS
M.H. OPENING 12" MIN. d o oe o eo o • ee ce �-
!/ /,C COVER '°�/ 3°b$°� g,°4� $°a L 2" BOX TO BE LAID LEVEL
' 4" BOTTOM ON LEVEL 6" MIN. 3/4" TO LOM & SEED DISTURBED AREAS
5 5 RAISE M.H W�. _ RR 4. ALL PIPE CONNECTIONS AND CONCRETE
" 6' 12'-0" SEWER BRICK �: = �.� : _ . _ e STABLE BASE CONSTRUCTION SHALL BE WATERTIGHT.
1 1 /2" CRUSHED
6 67 11'-6" & MORTAR » -� COOSS-SECTION STONE BASE
NORMAL WATER LEVEL 12 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
3' MAX. COMPACTED FILL 36" MAXIMUM 12 -MINI M
7, 7,
8' LOAMY SAND 10 YR 5/8 8' LOAMY SAND 10 YR 5/8 PRECAST SEPTIC TANK ` 10" 14"
e INLET TEE :S 5'-0"
9, 9' 5'-10" 4'_7" e .a 5'-8"
10 10 _ -
C
6'-6" : 4'-0" UIMIN. ao• enro ort 15 1/2"
Z LIQUID DEPTH MS 0a,��
INDICATES r
11' 11' 'K7OBSERVED
EL 9.3'= GROUND WATER -
EL 8 4' .oO.: • .d �,:: d.?i t-: Od -:-- -�..0: -gra--- -.�1
12' 144" 12 144' !c BOTTOM ON LEVEL STABLE BASE a 4" :-. 12' WASHED STONE
DATE: DATE:
4/18/00 4/18 /00
T0
30" 24"
EFFEC. 1100000
DEPTH
00°00°0°00° 0°x000°0°0
00 HIGH O 00 0
O$ p I DENSITY p p p
POLYETHYLENE 0 p
INFILTRATOR 3050 0 O p
0
00 j CHAMBER p0
3" LAYER
PEASTONE
REMOVE
UNSUITABLE
MATERIAL FOR
5' ALL AROUND
IF APPLICABLE
6" MIN. 3/4" TO �`"`�'�
CROSS-SECTION VIEW
!///,(��//,��
71
PLAN VIEW
36.20
B
4" INVERT AT SEPTIC TANK (IN)
36.00
C
4" INVERT AT SEPTIC TANK (OUT)
35.75
47"
50"
47"
3/4" - 1 1/2-
4" INVERT AT DIST. BOX (OUT)
12' 144" 12 144' !c BOTTOM ON LEVEL STABLE BASE a 4" :-. 12' WASHED STONE
DATE: DATE:
4/18/00 4/18 /00
INDICATES
v ESTIMATED
1. 8/26/04 B.O.H. EDITS
PLAN VIEW
6" MIN. 3/4" TO �`"`�'�
CROSS-SECTION VIEW
!///,(��//,��
71
PLAN VIEW
36.20
B
4" INVERT AT SEPTIC TANK (IN)
36.00
C
4" INVERT AT SEPTIC TANK (OUT)
35.75
1 1/2" STONE
4" INVERT AT DIST. BOX (IN)
20.00
E
4" INVERT AT DIST. BOX (OUT)
19.83
F
SEASONAL HIGH
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
4" INVERT AT BEGINNING
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
OF LEACHING CHAMBER
18.50
G
ELEVATION AT BOTTOM
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
,~~
16.50
H
NO GROUNDWATER
TEST BY: TEST BY- GROUND WATER
THE BSC GROUP, INC. THE BSC GROUP,
INC.
8.4
J
;
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
WITNESSED BY: WITNESSED BY:
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
Stu
`
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
KELDA GORMAN KELDA GORMAN
INDICATES
PERC'
& THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
ESM -105
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
9. FOUNDATION AND RETAINING WALLS
PERC. RATE: PERC. RATE:
TEST
ISL� GRDUP
I ESM -104 o
;
02673
508 778 8919
2 MIN./INCH _2-MIN./INCH
SEWAGE DISPOSAL
SYSTEM DESIGN
i
=N n
`.,
EDGE OF
PREPARED FOR:
CRAIG WHITTEN
P.O. BOX 1210
SO. YARMOUTH, MA 02664
DATE: 7/27/04
SALTMARSH
SOIL EVALUATOR SOIL EVALUATOR
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / P. HAGIST
FILE NO. 8173-SEP.DWG
DWG NO. 5237-01
SHEET 1 OF 1
ESM -103
-------------
M. PETRIN M. PETRIN
-
ESM -1 2
----- ESM -101
INDICATES
; ��`\`-
�
_---
SOIL CLASS: SOIL CLASS:
UNSUITABLE
/
AL
1 1
MATERIAL
.�
0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT.
It
-----------
AiIiL
-
DATUM:
�j
`,.
VEGETATED
' 2 ``'�. ESM -100
,-
��-
WETLANDS '1V`
'_-
_ - �` ------
�- `
VERTICAL DATUM: N.G.V.D.
��
_
BENCH MARK USED: RM -2 ELEVATION 21.50 (TOP OF
FLANGE BOLT ON HYD)
`- - - --
------------------------------------
------------
BENCH MARK SET: TOP OF CONCRETE BOUND ELEVATION 24.07'
J
--------------'--- --�-'-...
JL WF -6
WF-5AL`,,,. - -'
""jE A3 -EL 11.0
PROFILE: NOT TO SCALE
1 '�-
-- -- --- - - -- ..._ r...-`.
"
FLOOD ZONE C"
`
EL.= 40.0'
, _-
FIRST PIPE LENGTH
TOP FOUNDATION
EL - 39 3 CONCRETE COVERS TO WITHIN TO BE SET LEVEL
_ _
_
���
.-' r
.` -----yam
` _
II
DESIGN CRITERIA:
DESIGN FLOW:
7 BEDROOMS AT 110 G.P.B./D 770 G.P.D.
REQUIRED SEPTIC TANK:
770 X 200% = 1,540 GAL.
'SEPTIC TANK PROVIDED: = 2.000 GAL.
'SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
i
SIZE OF LEACHING FACILITY PROVIDED:
6 OF FINISHED GRADE. FOR MIN. 2 - - -- - _ -
EL.= 38.5-39.0 FINISH GRADE .�'� -rte _
'� �G�oF�. � 770 GPD T 0.74 SF/GPD 1041 S.F.
2" MIN. ' L.=21- 0 LOT 34 - ----` - - WF -3
\ 4 PVC -74' _^_ ------ r ,- 1 DAVID J. IV
_
/~4" PVC N /F ---------------------------------� ,> / �► ci CRISPIN �, ► USE H IGH DENSITY POLYETHYLENE
r
�.�
SCH 40 �EACWWO H 3' ------
4 PVC Sc 4 �. :.,t- ROBERT R. BEARS - .` _. _ i' CIVIL ► LEACHING CHAMBERS 12'X2X64'
ASSESSORS MAP 150 � --
.} 15' A - ........._ .,,., ,,,_ � � �, �,-__-_� � No. 32112 ; ,,� S I D E W A L L= 2 C 12 +
1=6
%=D MIN PARCEL 40.1 __-----------------------_ _ _ 6 =G H DEED BOOK 4580, PAGE 147 -- - _-----------_-- \� =' -�� ;� f BOTTOM - 12' X64' - 768
CIO
rte: I=C I -E 5 OUTLEtit
T --- ----"� ---- ____ ------LOT 41` ho , ►► 0 1072 S.F.
DIST. Box I=F >8' sEPERAT1oN �_ _- ------ y
'k-ARS
17---- `0 "� 1072 S.F x 0,74 SF/GPD = 793 GPD
2000 GALLON _ - -
SEPTIC TANK - __ ___ ----ROBERT R. B�`A1�
ASSESSORS MAP 1'513,,`V N
NO OBSERVED GROUNDWATER 'I' V/�/p-- __-'-- - -_
6" STONE BASE q - PARICEL 40.1
J BOTTOM OF TEST HOLE S ROgO �``� 4580, -``' 8------------ --_----------
e v� EED BOOK 4 PAGE 147 r
151' 366± SF.,
INVERT ELEVATIONS:
NO. DATE DESCRIPTION
1. 8/26/04 B.O.H. EDITS
TOP OF FOUNDATION
40.2
A
4" INVERT AT BUILDING
36.20
B
4" INVERT AT SEPTIC TANK (IN)
36.00
C
4" INVERT AT SEPTIC TANK (OUT)
35.75
D
4" INVERT AT DIST. BOX (IN)
20.00
E
4" INVERT AT DIST. BOX (OUT)
19.83
F
INVERTS AT LEACHING FACILITY:
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
4" INVERT AT BEGINNING
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
OF LEACHING CHAMBER
18.50
G
ELEVATION AT BOTTOM
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
- OF LEACHING CHAMBER `
16.50
H
NO GROUNDWATER
- THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
OBSERVED
8.4
J
VARIANCES REQUESTED:
TOWN OF YARMOUTH:
TO ALLOW THE TOP OF FOUNDATION TO BE 6' BELOW THE HIGH
POINT IN THE ROAD IN LIEU OF BEING THE 2.5' ABOVE REQUIRED.
NOTE:
1.) SEE ARCHITECTURAL PLANS FOR BEDROOM LAYOUT.
2.) CROSS SETION PLAN ON SHEET 2 FOR DISCUSSION ONLY
SEE STRUCTURAL ENGINEERS PLANS FOR ADDITIONAL CROSS SECTIONS.
3.) ENGINEER TO VERIFY FINAL GRADING UPON COMPLETION.
o rs • ti/�F`• `.,,� , N 2� e -- -------- LOCUS INFORMATION
M
CB/DH
FND - `o. �tijFN� ,�\ \ �` _ _ 1 ---------
PROPOSED ` I CURRENT OWNER: ELIZABETH YOUNG
SILT FENCE .� �� \ --�10 a
1
\ TITLE REFERENCE: CERTIFICATE 157+03
PROPOSED
12'X35' S.A.S.:;``-`',
. PLAN REFERENCE: LAND COURT 31551 D, SH 2
ASSESSORS MAP: 150
PARCEL: 41
INLET`"'F`,, �`�;\ • ''_` �`� - T- _;`�•.. •r BENCHMARK
.'� ,`: = _ - �� �. TOP OF CONCRETE �l Z� IOY
410'RESIDENTIAL ZONE: R-40
- ---� .PRQP` ��•`� �`''�s� `` ` "a BOUND EL 24.07. SETBACKS: FRONT 30'
SIDE 20'
.'"' `,� _ _ �,,` ;a `' •� `'�,� REAR 20'
.01
-/ B/[,1h1 /7 0/1 MINIMUM LOT SIZE: 40,000 S.F.
/ = -1.15 = ;�,,E'-FZ6P. ,y�- e ` NReG�s `q Y ' v QM GROUNDWATER
-�-` ARY�WELL` : *HEfRQOIDF-.,, - \ TFj�, F OVERLAY DISTRICT: NONE
-� / \ ``, 4>, �`'�.Q44'E LIN�`�. ti "' �. -25- -- REGI F� q ` 0
.��-- ; ',` T RTI D
S�REo o R 0
4.EAhHIt�-------- EMq� R
AR E``'. DRYWELL N OPEN D
•/ '`------------------ --- - ____ Aq
AC
CB/DH / / �E�i(°r ANK ``�. ��� �, ` - ------ __ SAe�F \
^/� `� `---------- 28 - -- - _LOCUS PLAN : NO SCALE
FND - = '/ �- J=, ` o
LOT 42
8s- `? -- --1- ~ _ .�- `�,` SEE N6 -TE --#9 -#9 ROBERT BEARS N
0 ~ ' ' E CATCH ASSESSORS MAP 150
;7 PARCEL 44.1 CHASE GARDEN CREEK
Biu .�-
-
------ •----_--_---- BRAY
�� �� 40�E FARM
\ CATCH NO''� �. i ,v-, �, �
��I �) >>8. "' ROAD
L_❑CUS.
BASIN NG,�/ A ,� Z -\
RIM 46.6 , 7�,V/ %O �' i NORTH
,
H `� :5�2�4' OE
CB%aN CB/DH NOTTINGHAM ROAD �P
FND
` \ ` GH CqA CO 36.53 E FND
�A `� ��E) 0`eERM ,` L =103.04' I �0
Lt. J �. F�GQ` 01C. R=205.61 ' y3'4
Z
U' `''` SAA V£
W J PLAN VIEW
r
GAS LINE
Q SCALE: 1'' = 30 FEET CB/DH QUG D
I
Kul"TOPO BASED ON 1999 FIELD FND SURVEY BY THE BSC GROUP, INC. HEALTf-�
U p 0 15 30 60 FT. EP-.
REVISIONS
NO. DATE DESCRIPTION
1. 8/26/04 B.O.H. EDITS
I
II
4
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107. (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
- THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL, 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND U11UTIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
& THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
9. FOUNDATION AND RETAINING WALLS
TO BE DESIGNED BY OTHERS.
10. ROOF TO DRAIN TO DRYWELLS.
ISL� GRDUP
657 ROUTE 28, MAIN STREET
West Yarmouth, Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#90
NOTTINGHAM DR.
YARMOUTH
MASSACHUSETTS
PREPARED FOR:
CRAIG WHITTEN
P.O. BOX 1210
SO. YARMOUTH, MA 02664
DATE: 7/27/04
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / P. HAGIST
FILE NO. 8173-SEP.DWG
DWG NO. 5237-01
SHEET 1 OF 1
JOB NO. 4-8173.01
,
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REVISIONS
DSC GRDUP:
657 ROUTE 28, MAIN STREET
West Yarmouth, Massachusetts
02673
508778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#90
NOTTINGHAM DR.
YARMOUTH
MASSACHUSETTS
CROSS SECTION
PREPARED FOR:
CRAIG WHITTEN
P.O. BOX 1210
SO. YARMOUTH, MA 02664
DATE: 7/27/04
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / P. HAGIST
FILE NO. 8173—SEP.DWG
DWG NO. 5237-02
JOB NO. 4-8173.01 SHEET 2 OF12,
x