83-1585 - Sewage Disposal SystemYarmouth,
-MA
Y5TEM DESIGN CALCULATIONS: DETAIL OF VENT ACCE55:BOX.
CONSERVATIO
N NOTES:
TEST LOGS: S
SOIL NOT TO SCALE �
N OTE5
1:) LIMR OF WORK SHALL BE AS SHOWN. A ROW Of DOUBLE STAKED HAYBALES SHALL
-- - 3BDSEWAGE DEIGN FLOW:
- TESL HOLE It EL -8.0± jONt
OTHER 3 BEDROOM DWl1llNG @ i 10 GPD - 330 GPD BE CONSTRUCTED ALONG THE LIMIT OP WORK UNE PRIOR TO THE COMMENCEMENT OF
YS NOR PARKING ARMS ARE ALLL)\NCD OVER SFPTiC SYSI ERA ESV DIYfM FROM SOIL ��ppIIL SOIL OF ANY WORK
)NEMS ARE USED.. :. SURFACE HORIZON TIXTUR`_ COLOR LING LEACHING CAPACITY REQUIRED: Finish Grade,' E
TEM /tis DESIGNED UN- PNCHFSI NSDN (MUNSBJ 3 BEDROOM5-11ii .) @ 110 GPD - 330 GPD REQUIRED
LL NOT BE RESPONSIBLE rORTME 5Y5 IN WRfT1NG. a . a Lowe fine nj%,th
\��\\ 4• AN ROOF RUN OR FROM ADDITION N SHALL R CONTROLLED BY CLUTTERS, DOWNSPOUTS 3�
A5 SHOWN. ANY CHANGES SHALL BE APPROVED Loose fine nSEPTIC TANK CAPACITY REQUIRED_ \ AND DRYWEllS OR STONE TRENCHES UNDER DRIP REVIEW
T
RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL Loose coarsend DAILY FLOW mil- 830 Gam@ 260% - 660 GAL REQUIRED 6' PVC Sleeve with
ALL BE RESfOe
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK' S m I Fine
nm sanilt enol screwon cap for access 9J CONTRACTOR BUILDER AND OWNER SHALL Rfl/IlBNTHE ORDER OF CONDITIONS PRIOR q
... - �- SEPTIC TANK CAPACfTY-PROVIDED_ TO AND DURING CONSTRUCTION.
500-005EPTICTARIC (MIN. ALLOWED)
' TES • TEST HOIP 2: L1-6.0± I.Souen•.on Cap
,U CTI ON N O DEPTH SOIL 501E d SOIL SOIL NG OTHER LEACHING CAPACITY PROVIDED: 4.) PROPOSED DRIVEWAY SHALL 8C CONSRUCTID OF A PERVIOUS MATERIAL s
SEEN SURFACE HORJZON TFXRJR.- COLOR MOTl1J ONE (l) 30.5` X l 2.�(EACHING HELD CAN LEACH: I • PVC Access Pipe 8• Q .
(U5DA) (MUNSeu Vt-(30)(I 2)0.74 GPD/5F-270.84 GPD �w
ON SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE. pNCHfSI NONE luestone 270 GPD<330 GPD REQUIRED - SEE VARIANCE #
OUIRHvTCNTS OF THE LOCAL BOARD OP HEALTH. 4 01
E Loose fine nm sand
GREASE TRAP(5). DOSING CHAMBEIJ AND DISTRIBUTION N E Loose rp rx rain sand -
�_ � n NOTE: A GARBAGE DISPOSAL LS NOT PERMITTED WITH THIS DESIGN.
ET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY q•- 2 m 1 NONE ne nm of w th : / LOCUS
) A 6 NCH CRUSHED STONE BASE. 314' -I -I/2' Stone Bax Ice `{S4g}
INSTALL. 6 NOT TO SCALE
THOLE MEET ASTM STANDARD C 1 127-93 AND SMALL DATE OF TE511ING: 1 1 /20/01 :. ON>: (1) - 1500 GAL SEPTIC TANK
DIAMETER MANHOIFS. THE MINIMUM DEPTH FROM PERCOLATION RATE: LE55 THAN 2 MINANCM N 'C LAYERS• ONE (1) - 650 GALLON PUMP CHAMBER fin Material t`
TANKTD THE FLOW UNE SHAH BE 48'. WITNESSED BY: IANC EVANS RM.SGf1, R.S.. BE NNETT 4 OREILLY. INC. ONE (I) 30.5' x 12.0 LEACH FIELD PARCEL 130 PIAN BOOK 47 PAGE 113
CHARI.VAN STASa AGENT. EJwPwSTAB X COUNTY MEALTH DEPT. .9 DEED BOOK 10637 PAGE 178
/C INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6' WATER ENCOUNTERED AT El-ol IN TH # 1 AND EL- 1.5 IN TM #2 DURING HIGH TIDE. illEGAN ASSESSORS' MAP 29 PARCEL 1 28 "
NE OF THE SEPTIC TANK AND SMALL Be INSTALLED ON THE USE A LOADING RATE Of 0.74 GPD15F FOR 51ZING OF SOIL ABSORPTION SYSTEM. I • Dr trtbutwn Lateral' I B ii
ON
TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.
U51NG OBSERVED WAii R OF 15 SAGAMORE ROAD Of 9.0 LEGEND
JF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST ,,
IGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6.OP _ ,. :. -- ..
-32 EXiSTiNG CONTOUR
)ll OF 4' SCHEDULE 40 PVC OR EQUIVALENT. PIPE SMALL - - _ - / - - $2 PROPOSED CONTOUR
Ill CONTINUOUS GRADE Or NOT LESS THAN I %. (� WALL DETAIL: ! �� _ + • IXISTING SPOT GRADE
RES FOP SOIL ABSORPTION SYSTEM (AS REQUIRED) SMALL BE VARIANCES 1 �t-v(U ESTED : ' . PARCEL 1 3 1 2�FxS PR F05ED SPOT GRADE .
)ULE 40 PVC LAID AT 0.005 FT/FT. UNE SHALL BE CAPPED NOT TO SCAM _W
�. �-rz WATER SERVICE LINE
ROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST TITLE 5 AND LOCAL 5ANTTARY REGULATION'S - - - POSED WATER SERVICE UNE - U -- OVERHEAD UTILITY SERVICE ..
3 TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION _ f-8" _ _ TO BE SLEEVED PTI 4' PVC - -U - .UNDERGROUND UTILITY SERVICE
/EN Ot 01L A55ON. 310 CMR 15.21 1 - Distances: TOP OF WALL EL -9.75 AND P 110 OP SEPTIC TANK
I .) Sept c Tank B not 10 from property hues AND PUMP CHAMBER -- G- GAS SERVICE UNE
10)X SHALL HAVE A MINIMUM SUMP OF G' M`E 5URE D BELOW - ` r SEE WALL NOT PARCEL 1 29 S Tp
5' P Tankided 5' Variance Requested 'QG TEST HOLE /BORING LOCATION
7. 2J septic Tank a not to from cenar von.'
' GALLAGHER 7.s p8 qMO ST
® SEPnc TANK
TATE fORTHE LEACHING FACILITY SHALL CONSIST OF 3142 TO 5 Provided 5' Variance Requested i C PUMP CHAMBER
EM
SHED STONE FREE OF IRON. PINES AND LxJST AND SMALL BE ..3,) Sod Absorpbon System a not 10 from property 'ince � : - i ,.1 ' . -
THC CROWN OF THE D15TR 11ON UNE TO THE- BOTTOM Cfi THE 3• Pro railed T Variance Requested ^ S.. song Water ED Line g� ejES ABSORPTION URE,
SY571'M. BASE AGGREGATE SMALL BE COVERPD WITH A 2' q,) 3' ovdeplion System a not I a from cellr. wall (slab) - .-x - / \ TO BE REMOVED #2 . Reserve RESERVED POR FUTURE
EX STING GRAVE DRIVE
1l2' DOUBLE WASHED STONE FREE OP IRON. FINES AND DUST. 5' Provided - 5' Variance Requested - .T�. 40 MIL HDPE LINER OR 'Ua UTILITY POLE
N SYSTEM WHEN DISTRIBUTION LINES IXC® 50 FEET: 5.) Reserve Area n not 10 from Prof" iy line AREA
WARDED TO
SORPTION 3' 6 APPROVED EQUAL AREA - 730 SF± ` C' O G0 �'7 �'p'QQ ® CATCH BASIN
-HER IN WHOLE OR IN PART UNDER DRIVEWAYS. PARKING AREAS. 2' Fronded 8' Requested ;: #4 RE -BAR @ 10 c.c.
OTHER THOLE OR I MATERIAL: E R WHEN PRESSURe DOSED. ARE 6.) Reserve Area a not 1 a from cellar wall (slab) L (overlap eornere) �� POUR PARKING SPACES �G �� / �a FIRE HYDRANT
R • 9' OF 2 Fronded 8' Variance Requested ` C I B' x 9' PROVIDED AIng PROPOSED CONCRETE
TION SYSTEM SHALL HE COVERED WR11 A M,N MJM CA PROPOSED GRADE VARIX NG WALL ® WELL
7.) Water Seance Lme not 1 a from 5erl Tank #4 RE -BAR @ 18' o.c. \ / _.--��'{ O
JJD(FXGLUDNGTOPSOIU• "u '/ I- •� Via•_ EL -9.75 ® DRAINAGE MANHOLE
2' Provided 8' Variance Requr�ted +:: . % e 31.83'(U X 13.33'(W)
SHALL BE A MAXIMUM Of 36.OVERTHE TOP OF ALL SYSTEM CONCRETE WALL 7.4
�� 5a one / i : �. ■ CONCRETE BOUND, FOUND
1UDING THE SEPTIC TANK. D15TFJBLMON BOX.
DOSING CHAMBER LOCAL - 1-^ . ' W(TM FOOTING .�` p,sHer 131'+ y \'`-.� 4��. �' 9.45 �- .TOP OF BANK
mom SYSTEM.. SEPTIC TANKS SHALL HAVE A MINIMUM COVER 8.) Soil Absorpbon Systun ss not 100 from Isolated Wetland - ��---•- ` ' ~
53' Prov dell 4T Variance Requested " �} / �� 1 -0-- UMrf OF WORK
t.. } 3.57 EXISTING 3 BEDROOM DWELLING / PROPOSED PA55TVE VENT
\TE Or INSTALLATION Or TME SOIL ABSORPTION SYSTEM UNTIL 9.) Reserve Area n not i Do from Isolated Weiland /
R Of THE 501E A950RP- 50 Variance ted j �--� 23
TWO
ro UNEs OF 4w Ell 40
TIFlCATE OF COMPLIANCE. THE 1'ERIN SUCH 50 Provided Reqs 1 TO liE RlTAQVED /Reserve / 3 n� TOPOF FIELD
ILL BE STAKED AND FLAGGED TO PREVENT THE L15E Of 5 10.) Reserve Arne not 1 Oa from Top of Bank EXISTING GRADE L1-8.0± /
��el-P BE APPROVED BY OWNER)
pVmES THAT MIGHT DAMAGE THE SYSTEM. 43' Variance Requested "fig % V " 9. 4 i 4
Or ALL CONSTRUCTION 405 - lnnl U rade L \ Y) -' . '
ONO CMR 15 __ Ammo � ��pp !ter PROPOSED
IRE ETES 310 - -- - _,° ' ' PROPOSED 50X 10' RESERVE / �
JF FIFALTH
SMALL REQUIRE ''0 4 'ti�� Q / + l o.2s 2' OVERHANGS
rHC BOARD Or HEALTH roll TIME DESIGNER IF THIS SYSTEM RE- _ •� - - - r ' �• �• Q"
CD AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 1 1.I l each Field not des gned st 100% ePac ty for 3 bedrooms 2 1'Ls ' PROPOSED DECK (J� k / J= 6.44
A5 BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 82% Provided 18% Variance Requested "f
OVED PLANS. 48 HOURS ADVANCE NOTICE L5 REQUESTED " 2' X 4' CONTINUOUS KEY 1 EXISTING CONCRCTE BLOCK Pato Q O o
' 1C�\,
:" '1 WALL TO BE REMOVED \SOS' wO C Jf r0� cit \
AL: ALL TOPSOIL AND SUBSOIL SMALL BE FUNOVED FROM
,�.,.; #4 RE -BAR C W o.c. .r r..
fill DOWN TO THE GLEAN 11
SAND LAYER. AREA SMALL BE - . », (ovular tomos) 6 t. ry - -
fill SAND AND COMPACTED TO MINIMIZE SETTLING.
- - 12' + - ��.. AOQ. ` �_ t
CLEAN #4 RE -BAR C 18' ox. h�+Y � � '
OR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR �d���
>rlTRACT -3I I ' 02 ` 5th \ .;, 04
JR SMALLVERIFY BUILDING SETBACKS; COMPLIANCE WITH ZONING 2 + 3.14__��%qa q&nk y� OS
l ,
T Offal 5D OR IMPLIED MERLON. 08
)R SHALL SCHEDULE A CLEAR WATER TEST IT THE LEACH BOARD LD
Of' rola, or Manh�_ s 80
ENGINEER FOR THE PUMP AND PRE55>_ 5.74
IWNG. (46 HOURS ADVANCE
NOTICE REOTI'> i T
HALL INSPECT AND CERTIFY THE ENTIRE SEWAGE SYSTEM - , Tw 7!, PARCEL 127
;OMTRA.CTOR SMALL GIVE 48 HOURS ADVANCE NOTICE. SALT MARSH � .�' KACZMAREK
/4.53 6.43
il,
__
NOTE5: 3183'
:+ .53 + 5.49 r
dl 11 1 Area = 1.260 SF±
SRM 44/ 10 HP PUMP OR EQUAL _
)uIR> MENrs. e' Poured Concrete Wan. Top of Wall a-9.75 NO WETLANDS ARE �� + 5.11 �' d�r. / 8.27 BENCHMARK:
AMTC FiFAD NO 115 THAN i 2 POET. :.- - -
nV RATE NO tE55 THAN 32 GPM. LOCATED ON7.93
L BE CAPABLE OF PASSING A 2' SCUD. Tir' LOTS 53 � 54 ' Isalared wet1 Top of Concrete Bound
BER ALLOWS STORAGE CAPACITY EQUAL TO DAILY tv 1' Schell 80 PVC DretnWition Lateral (3a Long) (Tyle y EL= 4. rJ3 (PIGVD}
a=10.800 SF±
30.5 GALLONS. - + 5.23
BER SHALL BE EQUIPPED WITH A HIGH WATER ALARM WITH 114' Perforat ons at 4' o.c.
NAL AND AN AUDIBLE BELLWIRED TO A SEPARATE ORCUR jwf
------------- \ /
--------�------------------..
49 \
WENCY:.,. I-1/2 Schell 80 PVC Manrfold (8' Long) fT _ /
SE DOSED NINE T1MCS PER DAY @ 37 GALLONS PER t)OSE.- ;r T I 1� 3.15 Boulder PARCEL 1 1 8 -
N 1
� OTES : I - In• Schell eo lve Ddvuy Lxe � GOODRICH
----------- l
?-------------- - -------- t3.30
TE SHALL BE CL^5S A 4000 P51 ®28 DAYS 4.5ched 40 PVC Vent a Lona) (Typingf --- 4.99
PORTLAND CEMENT. a 00
COVER ON ALL REINFORCING 5TEEL { GO 1
HALL BE GRADE 60. iv 5 Si E, + 3 31�
it CRUSHED STONE SHALL BE PLACID 13ELaw FOOTING; \
AND SUBSOIL SMALL BE REMOVED FROM FOOTING AREA. sp 4. -
AND
. ✓
J OP WALL SHALL BE BACKFILLED FOR 28 DAYS - . '
gEa�rr
)RETE POUR O \
' 5.02 �ri„� '�ii�'�
L RE -BAR SHALL WRAP AROUND CORNERS OF WALL TO .e /U3.94
)LID CONTINUOU5UPPORT. - 30 liullfiead /
HALL STAKE FOOTING LOCATION. 30.5 1.05 ::}
MALL PIN FOUNDATION LOCATION ON FOOTING. \
HALL INSPECT STYE REINFORCEMENT OF Til, 98
XMNG PRIOR TO THE POURING OF CONCRETE. 30.5X 12.0X0.5' 'yEc +u3 17 HIS IS A REVISED PLAN
LEACH FIELD ` _
Pl! DATE; "''_ _
rR155M DMED 1 / ISCARD ALL PRiOR PLANS
W PROFILE: Pow view 1.CA '"2.cs h FLOOD ZONE: IA '
D / PLAN
r0 SCALE
s 51AH
EL -10.00 30• DIAMETER CAST IRON FRAME AND COVERS
RA15ED TO GRADE
USE LEBARDN LT 104 OR APPROVED EQUAL
EL- 9.8
8.0±
J�
IO" 14•
3. T 6 60 check
410" 53.
'GAS BAFFLE f1,m
8.75 i
Mol st-a9 be installed
so they can tie reached
from "ani cover -12' Drk�ry Ime 6'
r-Cleanat 5fied,, BO
,_(',ate vaticE C Famed Manrfo
Cocrete
- 114* Bleeder Mole131adong -
2TSafeyYdume
Aamt ON
Pump ON
'Ill OFF 8n CONCRETE
RETAINING WALL
Coruete Fir, 31.83X 13 33'
8'
-1500 GALLON
5EPTIC TANK
H-20
USE 5HOREY PRECAST
21.230 lB
1.24 /////4Use /
-�• Concrete Pd'. _
5 I ( IV 5000
atety E CTT��
5' 6' --t to Prov de anti-bicyal wag^'
-
9• Mm'- 36• Max
ELEVATIONS CRITICAL
Min
2' LAYER OF I /8' - 1/25 5TONE
311 I-1/2"51101
00
8" CONCRETE
RETAINING WALL
31.83X 13.33'
0 Gnomdwatcr EL -3.0
SCALE I "=20
%. TH 15 AREA 15 SERVED REVISED I O/2 I rot: Moved rrorosed dvtenmg location ten feet to the south.
2 i ss + 2.80 / 13Y TOWN WATER.
REVISED 09/24/02: Added wall rotes 7.8 < 9 and constriction notes 19 4 20.
air /
s7 1.93
f3.08
f+ 6.08
4
to
+ 5.21Ill �Q
Ct
�
1211 jm
- e. 1!0.
3WZl
REVISED 09/12/02: Added water line, test holes and re-des+gned sewage system•
REVISED OAr 13102: Corrected Variances.
REVISED 08106102: Added Vanance #7.
REVISED 0&01102: Added Variance 06 and 40 mil hoer.
REVISED 03115102: Changed Differ Zone, added area of isolated ,wetland and Note #4.
Leonard J. Gallagher, Jr., et at, Trustees
CIO McShane Construction, P.O. Box 429, 05terv)lle, MA 02655
SEWAGE D15PO5AL SYSTEM
13 5ae3amore Road, Yarmouth, MA f
BENNETO'REILLY, Inc.
Engineering, Environmental and Surveying 0 Servfoee
1573 Hafer Street - Route SA
P.O. Hoz 1667
(608)HOS-6690 Office Prenster, HA 02631 (608)886-4687 Ya:
DATE: 51Y: BY:. CHECK JOB NUMBER:
12/14/02 As Noted JER/e JMO 5001-3222
30.5X 12.01
650 GALLON
PUMP CHAMBER
M-20
WITH SWITCHING LEVELS
USE 5HOREY PRECAST
LEACH FIELD
PRESSURE DOSED
6.080 LB
SCALE I "=20
%. TH 15 AREA 15 SERVED REVISED I O/2 I rot: Moved rrorosed dvtenmg location ten feet to the south.
2 i ss + 2.80 / 13Y TOWN WATER.
REVISED 09/24/02: Added wall rotes 7.8 < 9 and constriction notes 19 4 20.
air /
s7 1.93
f3.08
f+ 6.08
4
to
+ 5.21Ill �Q
Ct
�
1211 jm
- e. 1!0.
3WZl
REVISED 09/12/02: Added water line, test holes and re-des+gned sewage system•
REVISED OAr 13102: Corrected Variances.
REVISED 08106102: Added Vanance #7.
REVISED 0&01102: Added Variance 06 and 40 mil hoer.
REVISED 03115102: Changed Differ Zone, added area of isolated ,wetland and Note #4.
Leonard J. Gallagher, Jr., et at, Trustees
CIO McShane Construction, P.O. Box 429, 05terv)lle, MA 02655
SEWAGE D15PO5AL SYSTEM
13 5ae3amore Road, Yarmouth, MA f
BENNETO'REILLY, Inc.
Engineering, Environmental and Surveying 0 Servfoee
1573 Hafer Street - Route SA
P.O. Hoz 1667
(608)HOS-6690 Office Prenster, HA 02631 (608)886-4687 Ya:
DATE: 51Y: BY:. CHECK JOB NUMBER:
12/14/02 As Noted JER/e JMO 5001-3222