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650 GALLON PRECAST PUMP CHAMBER (H 1,500 GALLON 2-COMPARTMENT SEPTIC TANK kH-201
DISTRIBUTION BOX DETAIL (H-20) NOT TO SCALE U) 0
NOT TO SCALE NOT TO SCALE Z 2
26" DIA. COVER
REMOVABLE STEEL N 00
COVER TO GRADE 6' 0 D PRECAST RAISE TO FINISHED GRADE USING SEWER 24- DIA COVER (TYP.) COVERS OVER INLET
LL
(9) 5- DIA. CON6�ETE PUMP BRICK AND MORTAR AS NECESSARY AND OU`TLET SHAH BE RAISED TO FINISHED 0 LL
KNOCKOUTS S SRM4 DUPLEXI CHAMBER 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. GRADE USING SEWER BRICK AND MORTAR 0 LOCUS
8 (TYP-) 8
TION SHALL BE
3 ALL PIPE CONNEC11ONS AND CONCRETE CONSTRUC
CONC. RISER 5' EL 12.35,1=4 WATERPROOFED AT THE FACTORY. 0 0
4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12"
28
7*rn
Z
A
41 � i . , I
OF TANK WALL AND ACCESSIBLE FROM TANK COVER.
4" PVC MAIN ST.
5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT.
4 INLET TEE 2" 90' ELBOW
N T rn
4" INV.=10.60 6"
2" SCH, 40
26" DIA. TAPERED NEOPRENE BOOT
30" 21" COVER PVC >
CONCRETE COVER (TYP-) 77
n n r IAI 11)a" 1-1 C*AQ e)0frK11KM' 11'_0" LOCUS MAP
NOT TO SC
ALE
EMERGENCY
r STORAGE 10'-0"
10"
:1 0 3n
4
(3) 8- DIA. 3n
6- 2"X2" TEE 4P-5- ALARM ON (EL. 8.26)
FORMED HOLES A
A
PUMP 24" DIA. -1 -7 7� 6'-l"
�E �V E LT,
BOTTOM ON LE _F 484 GALL LIQUID
LA 0 3,6,9 O'CLOCK 2 90' ELBOW 6- ON (EL 7.76) , V�11 011"I A
r," 30" 2" G.V. T COVERS 4'-9- LOCATE
b I AULt t3A.)r- 3/4- TO 1-1 /2- A . " 6 PUMP OFF(EL. 7.26) C TEE UNDER ZABELJ
CRUSHED STONE ELAN VIEW . . 1( COVER FILTER
'-O� W-00
SECTIQN MEW EL 6.18 13", 6 60
'"'' : - . . 6"
EL. 5.60
NOTES 967 GAL J-- 6"
4'- 1
77,
1 . PROVIDE 4" SCH. 40 PVC INI ET TEE. PLA,N VIEW 6"
2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL 7-
3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. -1/2"
TIC
'Alr ia frc�'�
ONIA, rior to State anti 1,wal septij %Ariances, -1 /2"
6" MIN. 3j 4170 1 3/4" TO 1 Pe����SEPTIIC SVSTEM
6" MINIMUM
4. FILL ALL UNUSED KNOCKOUTS NTH MORTAR. SECTION CRUSHED STONE EMIN 011, SEPTIC SVS I t:Nj 6$-4" 3'-2-
5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. PUMP CALCULATIONS - -.N.. I I
Board officalth review anti approv�o,, 'et orre(i, f CRUSHED STO E
DESIGN FLOW TO CHAMBER 334 GPD I I virwtv, true Io State ann ,oca, seirtic vartanves.
OWND A 11C -41A nAl I nmq any foloUe adefinons/reomatio- oieeatiolis to 01 AKI \1117%Al 11--f-filealthie%te-Aanda rovalisrequiredfor
0
mtWulmr-u r_Mr_rN%2r_F4%., i t'f rr
EMERGENCY STORAGE PROVIDED 342 GALLONS 2" G. sewage I' --s And/Or StrUCIt";1 d%lklhilg, any futote a4l4litions/reiti)satiotis/�ilterations to 10/27/22
kTYP. OF 2)
-5 PER DAY 2"X2" TEE N ari I nouthfleaw, �patj;tkvjjt sewage fairlities amvoi structures/dwelfing.
NUMBER OF DAILY DOSING CYCLES 4
6 INCHES ariment
DEPTH ASSOCIATED NTH CYCLE APPROVED Yarnimilh lleallb Del), BRIAN G. YERGATIAN
VOLUME PER PUMP CYCLE: AIPPROV PROFESSIONAL ENGINEER
L A 7<2.5)2 FT2 X 0.5 FT X 7.48 GAL/FT3 74 GALLONS
2" 90' ELBOW
HEMATIC SYSTEM PROFILE IL
SC
t
DESIGN FLOWRATE (GPM) 31 GPM Nam Date -,)vda-
NOT TO SCALE DESIGN TOTAL DYNAMIC HEAD 15 FT 1/4- WEEP HOI E _N/F
ALL OUTLET PIPES
SHALL BE SET LEVEL
4" SCH. 40 PVC FOR 2' (MIN.) TOWN OF YARMOUTH
2" CHECK VALVE
/-EX. BUILDING NOTES
L=10, (TYP. OF 2) SPILT MILK
REMOVE & DISPOSE TECTION
FOUNDATION S=0.02 TO EXISTING 1. PUMP CHAMBER SHALL BE STEEL REINF. CONCRETE, CATCH BASIN INLET PRO
4" SCH. 40 PVC LEACHING PITS EX. SEP11C TANK INSTALL SILT SACK OR SILTSOXX �*F#B-L-6
CAPABLE OF WITHSTANDING H-20 LOADING.
REPLACE WITH 1,500 GAL. COMPOST FILTER SOCK (TYP.)
2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION WF#B-5 IV, TATTOO
2-COMPARTMENT TANK .... ... .. ..
D-BOX
SHALL BE WATERPROOFED AT THE FACTORY. INV. IN=10.95 A60.3A
3. POWER CABLES TO BE PLACED IN CONDUIT IN SILTSOXX COMPOST INV. OUT=10.70
ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. FILTER SOCK
4. PUMPS AND ALARM SHALL BE WIRED ON SEPARATE ELEVATION WF#B-3
CIRCUITS.
DATE
POWER CABI ES SHALL BE PLACED IN CONDUITS IN
0
5.
-eG, -
ACCORDANCE WITH LOCAL AND STATE CODES. 44 & 48 ROUTE 28
'J,
'um- t k "I
650 GALLON EXTEND -2
1,500 GAL 6. 2" PVC CONDUIT TO CONTROL BOX SHAH WF#B
- __ _::� ,
SEP11C TANK PUMP CHAMBER THROUGH THE CONCRETE RISER.
IN
V,
'00 i 011 IVEINT
ROM WF#17 I k R A
WEST YARMOUTH
L BE PROVIDED IN THE TRENCH OVER �AREAS
MAGNETIC REFLECTIVE TAPE SHAL -73 k
40"E
171131
ALL PVC PIPING
MASSACHUSETTS
H 8 "IN
R1 13�6 30- IT.
WF#14
(BARNSTABLE COUNTY)
WF#1 3
gpq
0 A
SEPTIC I%OID
45' ELBOW
'24-3� EASEMENT 40,y
T1 P2
INV.=11.15 EX. PUMP
50
0- C H A'M`B E R
FILL W/CLEAN SAND
SEPTIC REPAIR
#12 S7
7.31 RUSH
LOT 1 A I A4_ AND 6 TO A
zj P VC
ELECTRICAL -A%
DESIGN CALCULATIONz:) WF#1 1. 7 MIN. DEPTH OF 2'
BELOW GRADE AND
7,7-14±S.F. WETLANDS JUNCTION BOX PLAN
30* ELBOW ABANDON -IN -PLACE
PROPOSED USE 3 40,745±S.F. UPWANDS BUILDING 2
ME.ARR
0 PARLOR (NO TITLE V DESIGN FLOW)
4,972± S,F,�
FIRST FLOOR - TATTO
ACRES #48 B
48,519±S.F. TOTAL
OCTOBER 11, 2022
SECOND FLOOR - 1 BEDROOM APARTMENT ED 7
WF#10 PROPOS -7
vkl,
650 GAL. PUMP CHAMBER
_10- "�`O%v tv
S �Zl
RV o
Zz
r
Ln
PEOEOSED DESIGN FLOW INV. IN=10.60
3b
_s,
WF#9
INV. OUT=10.60
BASED ON DISCUSSIONS WITH THE YARMOUTH HEALTH DIRECTOR, THE DESIGN FLOW
-7> N, #68
WF#6
--%., - -1111, 7_
E PROCEDURES
FROM THE HYANNIS WATER DISTRICT, IN ACCORDANCE WITH TH
V � N
NZ,
-RATED TO ACCOUNT FOR THE
ESTABLISHED BY TITLE 5. THE WATER USE WILL BE PRO N__
FOR THIS PROJECT SHALL BE CALCULATED BASED ON WATER USE RECORDS OBTAINED 12 WF#5 WF
#7 --vo
ECK
XIA
EAR) AND THEN DOUBLED IN ORDER o 45* ELBOW
EK (312 DAYS/Y
BUSINESS BEING OPEN 6 DAYS/WE
V�
A MAKI
_-C CV n1CT010H 0AV A
REMOVE & RE CE
To ACCOUNT FOR EXPANSION OF THE BUSINESS AT THIS NEW LOCATION. THE AO,, PLA
CALCULAIIONS Amr- A,) rvL-L-vvv ?, 1,
INV. IN=15.12 4z 1 IL
DECi< b
� _,,ell "', 0 1 k� - A
Pak
URRENT BUSINESS, SPILT MILK TATTOO, INV. OUT=14.95
STEP 1: CALCULATE EXISTING WATER USE FOR C
548 MAIN STREET, HYANNIS, MA 02601
'7,7
t 7 01 BIT,
\ Z � 11
NAGE
V_IH
_ER USE (FROM HY6NhIIS 90' COM-
ER D15ISM DRAI
EASEME�T
W
AT
'1,1� 14
2021: 2,300 CF X. 7.48
2020: 1,600 CF X 7.48
GAL/CF X 1/312 DAYS
39 GPD A,
V/ RI 12 42
GAL/CF X 1/312 DAYS 56 GPD
-A,
'e�
-Al - I _\ \ -7"*
0 EASEMENT RECORDED AT THE S-1
BARNSTABLE COUNTY REGISTRY OF
STEP 2: CALCULATE THE DESIGN FLOW FOR THE PROPOSED FACILITY
00 LAWN _4 x
0 CATC &�'Q�' GAICH BASIN-/\
01. DEEDS IN PLAN BOOK 643, PAGE82
56 GPD X 2 X 2 224 GPD (TATOO PARLOR) J
RIM= 1 A6
LA RIM=1
0 V
1 BEDROOM X 110 GPD/BEDROOM 110 GPD (APARTMENT) V%
V A k1t
SIM yI x I
V�
B 1 N
liz-1) k f
REVISIONS:
NO.
DATE
DESC.
1
10/17/22
INCREASE DESIGN FLOW
2
10/24/22
ADD EROSION CONTROLS
3
10/27/22
INCREASE DESIGN FLOW
TOTAL PROPOSED DESIGN FLOW utlu I �, / I 1 11,
CONC. M ",7 k,
1,6 TP#2
T
MET R 1,500 GPD (RECORD FLOW) CA
SEQUIREQ _$EEDQ_ILNK J_ /J� SEPTIC _SY_5TEM
N 302 GPD (PROPOSED FLOW)
BIT.
2-COMPARTMENT TANK REQUIRED FOR COMMERCIAL USE -y"
C� 0
334 GPD X 300% = 1,002 GALLO W; vm,
NS (TOTAL) CONC�
I N
Y� BUILD' 4-136 OCT 7 202'�
USE 1,500 GALLON S 4,
EPTIC TANK "W1
N MULCH
2, 6
'Z\
HEALTH DEPI
i, 44 4)
ft 11�11�
LOCUS INFORMATION
11000'
PREPARED FOR:
Lki
MULCH 12.
CURRENT OWNER: WAL, LLC
W MARK CORLISS
Zz-�I C/O CODE REALTY LLC
tv 5 MEADOWSPRING DRI
100 Fm� TO
.5 50
-79 TITLE REFERENCE: DEED BOOK 25569, PAGE 141
EAST SANDWICH, MA 04
PAD
2;
7
Wr
A 119711
VA S PLAN REFERENCE: PLAN BOOK 459, PAGE 28
All PLAN BOOK 381, PAGE 99
RIANCE REQUEST
4S
TO BE 13.1' FROM WETLANDS IN
TO ALLOW A SEPTIC TANK
310 CMR 15.211 (1):
NCE) ASSESSORS MAP: 36
5.
LIEU OF 25' (11.9' VARIA e
f M PARCEL: 104.1, 106.1
BSC Ga
LANDS d V rp
0 N
310 CMR 15i2l 1 (1): TO ALLOW A PUMP CHAMBER TO BE 23. 1' FROM WET
�D
ZONING DISTRICT: B2 - Route 28
(1.9- VARIANCE) 349 Main Street
IN LIEU OF 25
SETBACKS: FRONT 30'
W
310 CMR 15.211(l): TO ALLOW A PUMP CHAMBER TO BE 23.5' FROM A DRYWELL D ON 8/15/06::�� West Yarmouth, Massachus
TP-1, PERFORME
'41 SIDE 25'
CE)
ADJUSTED GW` AT EL. 5.40
IN LIEU OF 25' (1.5' VARIAN 237 REAR 20'
02673
A977
TO BE 24.3' FROM A DRYWELL IN N 508778,
310 CMR 15.211(l): TO ALLOW A SEPTIC TANK "-SEPTIC SYSTEM #_1 MINIMUM LOT SIZE: 20,000 S.F.
LIEU OF 259 (0.7' VARIANCE) I�AOFY �
845 GPD (RECORD FLOW)
01 TOTAL LOT AREA: 48,519± S.F. (1.11± AC.)
2022 BSC Group, Inc.
310 CMR 15.211 (1): TO ALLOW A SEPTIC TANK TO BE 4.5' FROM A PROPERTY KIERAN -A
0 J. OVERLAY DISTRICT: APD
W
LINE IN LIEU OF 10' (5.5' VARIANCE) BENCHMARK TE :10 HEALY Cn SCALE: 1" = 20'
0
TAG BOLT T -10 NO. 48135 NITROGEN SENSITIVE
.5' FROM A PROPERTY
310 CMR 15.211 (1): TO ALLOW A PUMP CHAMBER TO BE 3 ZONE: YES ZONE 11
LINE IN LIEU OF 10' (6.5' VARIANCE) TR 0 10 20 40
(NAVD 88)
18,95 L LA.' FEMA FLOOD
a
TO BE 13.1 FROM WETLANDS IN N
ZONE DISTRICT: ZONE "AE" & "X" 7/16/2014 FILE: YAR\4917805\C\D\491780E
TOWN OF YARMOUTH: TO ALLOW A SEPTIC TANK Al
(36.9' VARIANCE) PANEL #25001CO567J
LIEU OF 50 DWG.:
TOWN OF YARMOUTH: TO ALLOW A PUMP CHAMBER TO BE 23.1' FROM WETLANDS .... . ...... ZONE "AE" EL. 9 FEET SHEET 1
IN LIEU OF 50- (26.9- VARIANCE) JOB. NO: 4-9178.05
LIZ