App# 11-A092SOIL TEST PIT DATA: 4/18/00 SEPTIC TANK DETAIL: 2,000 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE
F 30.0
NOT TO SCALE Mn. OF OUTLETS : 5
00 00 0 0 00 °° 0 0 0 0 0° 0 0 0 0 0 0 0 0 0 0 0
O o o 0 0 0 0 0 0 0 o 0 o 0 0 0 0 °°
TEST PIT -##1_ TEST PIT .-,�.2� NOTES: 1. SEPTIC SANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 0 0 0
GRD. EL. 21.3' GRD. EL. 20.4' REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. e 0 ° T
N A 2 SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE I-� 2• WALLS NOTES: 0° 50" 12'
GW. EL. N/A GW. EL. /- COVER
0 A LOAMY SAND tOYR 3 2 O' -- " LOAMY SAND 10YR 3/2 UNLESS UNDER PAVEMENT, ,DRIVES OR 1. DIST. BOX TO WITHSTAND H-10 LOADING °o 4" PVC o°
/ 4 / TRAVELED WAYS, WHEREIN H-20 LOADING ar•a..+.r •v .+•v v....,:•v,:: 0 0 0
3 LOAMY SAND 2.5YR 5/6 SHALL APPLY PVC SAMOM UNLESS UNDER PAVEMENT, DRIVES OR 0 PIPE ° o Il
1' B 14"LOAMY SAND 2.5YR 5/6 1 15" T oo°o 0°000000 0000° 00 00 o0 00 00 0 0 00 00
EL = 20.1' EL 19.2 3. ALL PIPE .CONNECTIONS AND CONCRETE I TRAVELED WAYS MHEREIN H-20 LOADING'000 0 0 0 0 0 0 0 0 0 0 0 0 0
2, 2' CONSTRUCTION SHALL BE WATERTIGHT. J_ T 15" SHALL APPLY. 32.0
4. FILL ALL UNUSED KNOCKOUTS WITH 2-240 DIA C.I. 60j1 MIN.) MANHOLE COVERS �• 8" 2. INLET TEE REWIRED 64.0
3 C 3• C MORTAR. BROUGHT TD FT�ISH GRADE 6' 5,5" OUTLETS
TEE TO BE UNDER PLAN VIEW - LEACHING CHAMBERS
3. FIRST TWO FEET OF PIPE OUT OF DIST.
M H OPENING 12" MIN. 3, ♦a •. "d 1►°♦ T BOX TO BE LAID LEVEL
4p 4w4 4' 4' � BOTTOM ON LEVEL 2" 4. ALL PIPE CONNECTIONS AND CONCRETE
5' 5 RAISE M H W 6' MIN. 3 4" TO LOAM & SEED DISTURBED AREAS
12'-p' SEVER BRICK :_ - STABLE BASE / CONSTRUCTION SHALL BE WATERTIGHT.
• •e. -:: ..: 1 1/2' CRUSHED
6 k MORTAR CROSS=SECTION STONE BASE 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
67" 6' I 11'-6' NORMA WATERVEL 12• 3 MAX. C MPACTED FILL 36 MAXIMUM 12'MINIMUM
7 7 e 3' a? 0 0 0 0 0' 0 000 0 0 0 0 0
0 0 0 0 000 0 0 000 0 0 -- 3" LAYER
LOAMY SAND 10 YR 5/8 LOAMY SAND 10 YR 5/8 PRECAST SEPTIC TANK 10' 14• i O HIGH 000 O PEASTONE
$• 8' r INLET TEE :S 5'-0' T30 1/2' 0 DENSITY 0 REMOVE
PROVIDE 30" 24" $ 00 POLYETHYLENE 0000 UNSUITABLE
V-10' 4'-7 : • 5'-8' EFFEC.' 00 0 INFILTRATOR 3050 00 p 5'AALLIAROUND
9' 9' _ O - 4-0' MIN. 1 TU PRECAST r 15 1/Y INLET TEE DEPTH'- Cho LEACHING _ O
Z LIQUID DEPTH ohs �j O IF APPLICABLE
10 10' INDICATES 6'-6' PRECAST :DIST. iii 1 0 CHAMBER 0
_ v OBSERVED t r BOX
11 - !♦�a- ft.(�d{Y:♦ d-..,. - 47' 50 47 _ „
11• = GROUND WATER
EL = 9.3' EL = 8.4' - ._•: d:: ti " 3/4' t 1/2
12' 144" 12 144" ' a BOTTOM ON LEVEL STABLE BASE 4• WASHED STONE
�1 12'
DATE: DATE: INDICATES
PLAN VIEW s' WN. 3/4' To
4/18/00 4/18/00 ESTIMATED 1 1/2" STONE CROSS-SECTION VIEW PLAN VIEW
SEASONAL HIGH CROSS-SECTION OF CHAtABER
TEST BY: TEST BY: GROUND WATER `
THE BSC GROUP, INC. THE BSC GROUP. INC.
WITNESSED BY: WITNESSED BY. o - DESIGN CRITERIA:
KELDA GORMAN KELDA GORMAN INDICATES ESM -105 ,o%
PERK. RATE: PERC. RATE: TEST • 11 ESM -104 P) I �`, A . DESIGN' FLOW:
2 MIN./INCH-2-MIN./INCH i 2`V \ EDGE OF SALT MARSH
7 ,BEDROOMS AT110G.P.B. D 770 G.P.D.
SOIL EVALUATOR SOIL EVALUATOR t ESM -103 ESM -1 -2 --___ _ - ESM -101
M. PETRIN M. PETRIN INDICATES - --- _- ---
AL
SOIL CLASS: UNSUITABLE 1 >� iYL
SOIL CLASS: 1 MATERIAL 1 �._ Q4-, .� `REQUIRED SEPTIC TANK:
L. T.A.R. '-`--_ CO ``, 0 = 1.540 GAL.
L. T.A.R. J 1 T PROVIDED: - L
"-------------- 7 P
X 200%
0.74 G.P.D./SQ.FT.AL AL V
Q.74 G•P.D./SQ.FT. 1 a._- ^ ; SE TIC TANK ED: -SOA
VEGETATED z 2 ESM -100
�IVL -- --
fl A T►A• I WETLANDS SIZE OF LEACHING FACILITY REQUIRED:
21
n A kA.
VERTICAL DATUM: N.G. V. D. �� �- '- n'
DESIGN PERC RATE « MIN./ INCH
BENCH MARK USED: RM -2 ELEVATION 21.50 (TOP OF FLANGE BOLT ON HYD) ,* L) WF -p ____��__-_,_-_ __-__ _ , AL WF -6
BENCH MARK SET: TOP OF CONCRETE BOUND ELEVATION 24.07 CWF -5 J - - ,YIL LONG TERM ADPL RATE 0,74 G.P.D/S.F.
.� il11L
E A3 -EL 11.0
- - - - - ---
WF-1
FLOOD
1ZO
PROFILE: NOT TO SCALE -I
'111L 4 i
t3,
EL- 40.0' :-'SIZE OF LEACHING FACILITY PROVIDED:
TOP FOUNDATION FIRST PIPE LENGTH J ---'- - - - -
CONCRETE COVERS TO WITHIN TO BE SET LEVEL
770 GPD 0,74 SF/GPD = . 1041 -&F.
EL.= 39.3 6" OF FINISHED GRADE. FOR 'MIN. 2' `r,2/� � of
FINISH GRADE -
- 38.5-39.0 €-- WF -3 I x
"G
2 MIN. LOT 34 14, -------- -I __J.
4' PVC N F ---------------------- - - -� .. ice. �'� i'sP°,H: USE HIGH.<DENSITY POLYETHYLENE
s / _.,, `:.. . H ,., .. ---- - . -- ------ a C1wL ► LEACHING CHAMBERS 12'X2'X.64'
4'.PV 4' P C.._. _ , LEACHING CHAMBER _ ` 3:1 >,:,» ,,... ..RCBEF:T"`R.'`13EA1TS' _ - >.,.�
A
ASSESSORS MAP 150 - ` '' / A No.32112
15. _ i . - - _ +� �� / SIDEWALL - 2(121+641) X 2 304 w
' MIH PARCEL 40.1
- ---N ----- ------ _,_ `r --- �= 121 X64 _
- I= DEED BOOK 4580, . PAGE 147 `-
- ------
_
BOTTOM
LOT 41-----, o , � i 0 �
5 WTLEI I -F ----- ----- - _ _ 17------- `° � ,�L 1072 S,F x 0,74 SF/GPD = 793 GPD
-- ---
DIST. BOX >8' SEPERATION \ YL �e - ------
__ ------ROBERT R. EiMS
2000 GALLON . _
SEPTIC TANK IJ __r - ASSESSORS MAP 1313 =N
$' STONE BASE 1 NO OBSERVED GROUNDWATER UHAq �O r r .' pAKEL 40.1
1`1 -
J BOTTOM OF TEST HOLE '' qq < EE BOOK `4 PAGE 147 `la - --- -----____--
x. �1 R04p 7 t` N 1. 66t-�SF�, _-- - - LOCUS
h o 6'+' z INFORMATION
INVERT ELEVATIONS• CB/DH a
FND
PROPOSED
:, -
r � �� � - � � � �-� '� � ER. ELIZABETH YOUNG
TOP OF FOUNDATION 40.2 A a SILT FENCE - �� '.��' "_ - ------
TOP REFERENCE: CERTIFICATE 7+
CURRENT OWN
36.20 B PROPOSED `21- -- \ TITLE ENC ERTI TE 15 03
4" INVERT AT BUILDING �- 'r� -'�
4" INVERT AT SEPTIC TANK (IN) 36.00 C .. �sNC 12'x35' S.A.s.� -` -- - E- LAND COURT 51 , 2
PLAN REFERENCE: 315 D SH
4" INVERT AT SEPTIC TANK (OUT) 35.75 D
K
4" INVERT AT DIST. BOX (IN) 20.00 E '-' \ PARCEL
ASSESSORS MAP: 150
i '� INLET`"F���� �� "_ - -y '�� �• ; '� `\ BENCHMARK Q' 41
F i ��� \��; _ - \ 4 1�- �` TOP OF CONCRETE �/� 2��DY RESIDENTIAL ZONE R-40
4" INVERT AT DIST. BOX (OUT) 19.83 -i ^4< �'� `` $�
--,Pip P. ` - / �,�-' BOUND EL 24.07. SETBACKS: FRONT 30'
s :.�4cL1, �`
��.� SIDE 20'
INVERTS AT LEACHING FACILITY: - �` REAR 20
_
4" INVERT AT BEGINNING ✓_��� B/�- LOT SIZE. oS.F.
•�. On� MINIMUM ` 40 0 0 S
OF LEACHING CHAMBER 18.50 G-FN� R ' V
i 56 I�Rt1PQsD w �- UNR t Q A,
�' 3$j 1 �. �` BEi RC]O�k; /\`._ _�_ Rf S .,T£Rep F O GROUNDWATER
ELEVATION AT BOTTOM 39 * , ' I LIN To • SRM R qD OVERLAY DISTRICT: NON
OF LEACHING CHAMBER 16.50 H �A� /' x;ft1F� ` - --_ G� Rf '' `
R fMgl
NO GROUNDWATER -k� .\ '�A� i - -- DRYWELL-------- - N OpeN &-
1,- pq /
OBSERVED 8.4 J SSg6C f `
APPROVED
I�UL 12 [Q1j
YoRP.IOUT� I
I v u
11-11 0 ivur, vrHY 1
TO ALLOW THE TOP OF FOUNDATION TO BE 6 BEL
POINT IN THE ROAD IN LIEU OF BEING THE 2.5' ABOVE REQUIRED. _
N f 8
� ` aVO
CATCH O- �T 1
BASIN (I N \ ��
RIM 46.6
%} Oyg M �,
I _ S�� 1
\, �'-`- l /DRI VE , '3` HIGH +16 2 'f FND
NOTE:CBvw
1.) SEE ARCHITECTURAL PLANS FOR BEDROOM LAYOUT. / �` �A �Of) Cop GERM t '
' R-203.04
2.) CROSS SETION PLAN ON SHEET 2 FOR DISCUSSION ONLY �� W ` �e/q� R�2o5.s1
SEE STRUCTURAL ENGINEERS PLANS FOR ADDITIONAL CROSS SECTIONS. `� `` P�V£�aeNT
w Q PLAN VIEW '
3.) ENGINEER TO VERIFY FINAL GRADING UPON COMPLETION. (� t' GAS ONE
Q SCALE: 1' = 30 FEET CB/DH
FND
i 0 15 30 60 FT.
CB/DH
FND
�- NOTTINGHAM ROAD rov.
�y Cz�Jc
R E C LaD
JUN 2 n 20 I S TVCKeT
YARMOUTH READ
OLD KING'S HIGHWAY
TOPO BASED ON 1999 FIELD
SURVEY BY THE BSC GROUP, INC.
REVISIONS
NO. DATE DESCRIPTION
1. 8/26/04 B.O.H. EDITS
GENERAL NOTES:
CB/DH / - TIpTANK `�_
FND = - _
` \ `,
DISPOSAL FACILITY ONLY.
,,
`- ------
"�`-,
28 ------------- �'�
LOT 42
LOCUSI- PLAN: NO SCALE
3. ALL PIPES LOCATED UNDER PAVEMENT
VARIANCES REQUESTED:_
-
4. THERE ARE NO KNOWN PRIVATE WELLS
-
_
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
T
IMPERVIOUS MATERIAL
6. REPLACE HATH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
SEE -N6 -E--#g
SIEVE ANALYSIS:
N
PASS No. 50 SIEVE
85
PASS No. 100
---
PASS No. 200
UNIFORMITY COEFFICIENT O No. 4
ROBERT BEARS
7. EXISTING UTILITIES WHERE SHOWN
TOWN OF YARMOUTH:
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
ASSESSORS MAP 150
CHASE GARDEN CREEK.
' OW THE HIGH
THE STATE OF MASS04HUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233.. THE
ENGINEER DOES NOT GUARANTEE
7�PARCEL
44.1
.�
TO ALLOW THE TOP OF FOUNDATION TO BE 6 BEL
POINT IN THE ROAD IN LIEU OF BEING THE 2.5' ABOVE REQUIRED. _
N f 8
� ` aVO
CATCH O- �T 1
BASIN (I N \ ��
RIM 46.6
%} Oyg M �,
I _ S�� 1
\, �'-`- l /DRI VE , '3` HIGH +16 2 'f FND
NOTE:CBvw
1.) SEE ARCHITECTURAL PLANS FOR BEDROOM LAYOUT. / �` �A �Of) Cop GERM t '
' R-203.04
2.) CROSS SETION PLAN ON SHEET 2 FOR DISCUSSION ONLY �� W ` �e/q� R�2o5.s1
SEE STRUCTURAL ENGINEERS PLANS FOR ADDITIONAL CROSS SECTIONS. `� `` P�V£�aeNT
w Q PLAN VIEW '
3.) ENGINEER TO VERIFY FINAL GRADING UPON COMPLETION. (� t' GAS ONE
Q SCALE: 1' = 30 FEET CB/DH
FND
i 0 15 30 60 FT.
CB/DH
FND
�- NOTTINGHAM ROAD rov.
�y Cz�Jc
R E C LaD
JUN 2 n 20 I S TVCKeT
YARMOUTH READ
OLD KING'S HIGHWAY
TOPO BASED ON 1999 FIELD
SURVEY BY THE BSC GROUP, INC.
REVISIONS
NO. DATE DESCRIPTION
1. 8/26/04 B.O.H. EDITS
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTIQN 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 HATH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 X OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT O No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWANGS 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 MASS04HUSETTS
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 UTILITIES
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 USF. OF A GARBAGE GRINDER:
A GARBAGE GRINDER IS NOT
RECOMMENDED -DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
F:ACIUTY.
9. FOUNDATION AND RETAINING WALLS
TO BE DESIGNED BY OTHERS. <
10. ROOF TO DRAIN TO DRYWELLS.
GRDUIP
657 ROUTE 28, MAIN STREET
West Yarmouth, Massachusetts
02673
508 778 8419
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#90
NOTTINGHAM DR.
YARMOUTH
MASSACHUSETTS
(Q� ow &4v
(�(
4
10,4
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 '
JOB NO.4-8173.01