2022 Sign off Transmittal - Deck and Kitchen Remodle cat- TOWN OF YARMOUTH
* ?. � HEALTH DEPARTMENT
PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To he completed by Applicant:
Building Site Location: �fl Ecj ti1ccct 41
Proposed Improvement: \/' ` M Vtae.,\,
\(
J .
Applicant:\ Tel. No.:5%:-71+'1:75a
Address: AD\ Vkaia��, Rat Date Filed: 11--� a
**/f you would like e-mail notification of sign off,please provide e-mail address: Oft n u i nc e cel 1 l
Owner Name: �� ^ �t ��04),6� ;( ��
Owner Address:en C174-\01) 10 •� .�1. Owner Tel. No.: bC)73 P1 )— 18
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
lease submit three (3) copies of plans, to include:
v (1.) Site Plan showing existing buildings, water line location,
and septic system location;
DEC Q g 7022 A(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
HEAL : ': µ==- ' Note: Floor plans not required for decks, sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: DATE: f'?' - I ci
PLEASE NOTE
COMMENTS/CONDITIONS:
Building Layout Building Layout
PTO
WDK
16
6' 12
1
i
10 1 10
26 '
BAS
U6165\-\eC tC'av , UGR
12 CkA BAS 812
UBM � LC),(
Olik 2
C
GO'C ) .6) e
26 `J 24
BAS
SFB
12 '� eA5t 10
19 2 BAST 2 24
BAS 19 2 BAS 24 2
Basemeo-\- \eve\
OEC 0 9 2022
HEALTH :.'EPT.
Building Layout Building Layout
PTO
C`(-- 12 3 16,
1
jo 10 10
26 BAS
a �'� UGR
E- Tyc\couok
12 BAS 12
UBM
26
BAS
26 24
SFB
1:3ecl.cb4 rk
10 }�. ec�'c.o rvv
12 V i�C ?\C,C) -'
7
19 2 BASS 2 24
BAS
19 2 BAS 24 2
LEGEND
J PROPOSED CONTOUR
TBM = EL. 30.0
® PROPOSED SPOT GRADE
BULKHEAD FOUNDATION __98 -- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
N —WI— EXISTING WATER SERVICE
145 ca, ; B TEST PR
YARMOUTH
o
_
N I
Q—._.__SERVICE
_
_—_
N
i
LOCUS
97 CAPT. SMALL RD.
/9•r'
LOCUS INFORMATION
J
J 2
6
o
N
xx
S
TITLE REF: BK 21048 PC 265
PARCEL 10: MAP PAR. 24
WATER SERVICE
TO11
J
ILICOMMUNITY
W
I
PROPERTY IS IN ZONE II
FLOOD ZONE C
PANEL: 250015-IX)04-D OA7ED:06/17/86
�
1 Z y
SEPTIC SYSTEM
PAVED DRIVEWAY
REPAIR PLAN
1
LOCATED AT:
iL
'
1(
PROP. 5 PT.
97 CAPTAIN SMALL RD.
Q-----------------------
r
SOIL REMOVAL
SOUTH YARMOUTH, MA
U
Ey
'
PREPARED FOR
PROP. I
LOT 351
DC15T. I'000
�
;
,000G
PUMP CRAM.
JENNIFER DOWSON
144G7.5 5.F.
5EPTIC TANK
I
1 m
OCTOBER 31, 2013
_
N 1 N
,�y►�4y�
- n�►�c 1.�4.
DESIGN
DESIGN FLOW: 3 BEDROOM X 110 GAL'DAYAR . 3W GPO
SOIL TEXTUPAL CUSS: CLASS I DESIGN PERCOLATION RATE 42 MINAN
GARBAGE GRINDER: NO
SEPTIC TANK: 330 9Pd • 20OX . 660 9Pd : USE EXIST 1.0000 TANK
PUMP CHAMBER: USE NEW 1.000 GALLON PUMP CNWBER
LEACHING MFA REQUIRED: (330) - 445.94 SF.
.74
PRIMARY c.Ac_.
USE 4 RCS OF 5 - ADS MC38 I.P (3.B' INVERT) UNITS - NO STONE
BOTTOM MFh (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
(CUMBER) 20 UNITS N 5 LF N 4.73 SF/LF . 473 SF
TOTAL AREA - 473 SF
OESM FLOW PROVIDED: 0.740PD/SF(473) - 350.02 GPO > 130 WO n4 d
GENERAL NOTES:
1. Nl CNMDES M TINS MAN Ml6F SE APPROTED B/ ME LOF.iL
SOARO Of N LTH AMD THE DESIGN EMEEIEEIL
a ALL WURN MID MATEPoNS IMA. CONFMl/ m ME REWMDEATS
OF THE STATE O14K1OHMBR/1 CODE. TIRE 5. AND AMF APPUGBLE
LoOk RUES AND RWUATaNS.
1 WE Ir Ln�1NE B�DLMD or RivZxIm Z DE
4. AM' COIDIROHS FNWUNfERm DURRID 001ISTRUCRMI OFFID D
=IER U S�imaSlMU. SE c �m 10 THE oEgR+ 5. ALL SpUESD,a;NOMMDS1 MpVIAND W NOVD DATW.
5. HMW FOR;PRWCfl WSPC CW�B�IRTIMIE� IF DE
7. WATEW SUPPLY PROVIOED BT TOWN WATER SERVICE
S. ALL MMS DMILM ED MIFmc W115MUCT 191 RE RESTORED
TO A CONDRION AGREED UPON SETWEFM ODRR ND CCM MCIMI.
9. R 91VL. M THE RESPML951UTY Of ME CONTRA= TO VEMfY THE
DN WE LOCATOF ALL WDERGROU O LIIIITES' MUDS TO SEMNNNO
CON9IRUCIION.
SCALE: 1'-20'
10. EUVW LEAD" AND SPIu M 9E PUMPED. CRUSHED.
AMO REMOVED PER TOLE 1
I1. H MWR 14TKf FUR 6091EER CUMPKATIM
11 IN6 PLVi 6 TO SE USED FOR SEPTIC SySRM PLWMES ONLY
ANp 6 NOT TO SE CONWOM A PROPUM LINE SURVEY
13. REMOVE ALL U19UOAML NILS S FT. ARMW IEAWMD TO EL 28.M OR
TOP OF'C' LAYER AND REPLACE RIM CLE M MEOIUY SAND PER TIRE 5.
14. NO PRIME WELLS W" IN Fr. M PROPOSED LPAMMNG
Is. ILL PN9 TD SE 4' SM1 40 O 1/S'/M (IMtss wmm)
/�'l1Lk l 11 WED
�[
`40 LSL
I...n1e Date
I .3
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
J
DEC 0 9 ZOZZ
HEALTH DEPT
1aa Hi'1�i3H
ZZOZ 6 o 030
aaNdyP. "'a11
BM - TOP OF PROPOSED TARN
FOUNDATION INSTALL RISERS WAN 6' OF RNIV GRACE
EL. - 30.0
r EL29.3* r EL29.3t
EL28.33
CELLAR FLOOR f.1
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
PUMP CNAMRFR D=4
INSTALL RBERS to FINISH GRADE INSTAL RISERS WAN 6' OF FIMSN GRME
EL29.30* r E'L.29.3* F.G. EL: 28.8*
SM'Um
FINISH
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
L
O S- IX (MIN.)
MIN. COVER OVER SAS. - 9•
TWO INSPECTION
_
�' INN- 28.07 TEE SHALL NOT EXTEND
NN.- 27.08 21' D BOX 4 ROWS OF 5 UNITS AT 5'/UNIT . 25'/ROW
... w IS' BELOW FLOW LINE INV.ELEV..27.67
EYRsI. Invert R f1UEA INy,-q7,p
(USE OB-5) SOU ABSORPTION SYSTEM (P OR FILE)
12'
INV..27.25 / RESTORE VEGETATIVE COVER
EXISPNO 1.000 GALLON SEPTIC TANK
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) PUMP CHAMBER, AND O-BOX SHALL
BE SET TRUE TO GRADE ON A MECHANICALLY
COMPACTED SIX INCH CRUSHED STONE BASE AS
SPECIFIED IN 310 CMR 15.221(2).
3) INSTALL INLET & OUTLET TEES AS REOUIREO.
4) GAS BAFFLE W/ FILTER TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TITS, ZABEL OR EQUAL.
5) INSTALL SANITARY TEE IN D-BOX
INSTALL V PVC CONDUIT TO HOUSE FOR WRING
WITH WATERTIGHT JOINTS, WIRE HIGH WATER ALARM
FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON
CIRWIT SEPARATE FROM CIRCUIT TO THE PUMP.
HOISTING CABLE
1/8- DIAMETER.
PC INV.(IN)-27.0
ALARM ON EU 24_75
PUMP ON M: 2425
PIMP OF EL 24.0
BOTTOM OF W. P.C. EL 23.0
PROPOSED 1,000 GALLON PUMP CHAMBER
(installdltion of pump chamber to be reversed)
SEPTIC SYSTEM PROFILE
NTS.
- PROVIDE WATERTIGHT CONCRETE RISER
NTH SECURED COVER TO GRADE
NEMA 4 JUNCTON BOX CORROSION RESISTANT
& UQUID-TIGHT CABLE CONNECTORS SUPPORTED
BY 1-1/4' PVC CONWIT. JOINTS TO BE MADE
WATERTIGHT
.2'8ALL VALVE w/ UNIONS 9CH. 80 PVC
GEORGE FISHER CO. MODEL NO. 560 OR EQUAL
2'501. 40 OISCNARGE TO O-BOX
.2-SCH. 40 TEE w/ CLEAN -OUT CAP
PROVIDE 1/4- WEEP HOLE IN DISCHARGE
PIPE FOR SELF -DRAINING FORCE MAIN
12' BAIL CHECK VALVE SCH. 80 PVC
IM P.S.I. FLOVMARC MODEL No. 206S
PROVIDE 2- NOE ANWF n (O(ATS — ) \� 2' SCN. 40 PVC DISCHARGE PIPE
FLOAT NOA: FLOAT NO.2: PUMP
ALARMOUACTV ANR(BARNES 073612EQUA
OR EQUAL)
BARNES SEV4I2 PUMP .4 N.P. ITS V
2' DISCHARGE PASSING 2' SOLIDS OR EQUAL
-QUOTE: PUMP CHAMBER TO BE FACTORY WATERPROWED AND SEALED WITH MOROSEAL OR EQUAL -
PUMP & ACCESSOIES AVAILABLE AS A UNIT
THROUGH! WGGON PRECAST CORP.. BOURNE M. (OOU) W"774
PUMP & ACCESS 01ES AVALABLE THROUGH WIWAMSON ERECIRIC (781) 444-WO
PUMP DETAIL
DOSING & STORAGE REQUIREMENTS
OF 1ff' DAILY FLOW: 330 GPO
y, cy DOSING REQUIRED: 4 CYCLES/DAY (SAND)
1) E' MI 5 ,I \ 330 — 4 - 82.5 GALLONS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
'w l'N0. 1140 " ON AND PUMP OFF FLOATS:
82.5 GAL/CYCLE— 250 CAL/Fr = 0.25 FT/CYCLE (31
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
'TFNITARINN I STORAGE PROVIDED:
INV.(IN) EL'27.0 - ALARM ON EL: 24.75-2.25'
I STORAGE PROVIDED - 2.25' X 250 GAL/Fr - 562.5 GALLONS
SAND
BREAKOUT -TOP ELEV.-28.02rFFECTWE
INV. ELEV.. 27.67
BOTTOM ELEV.= 27.35
EXISTING SUITAI
MATERIAL
5' MIN. ABOVE BOTTOM OT.P. EXCAVATION OR C.W. . 4 X 2.8Y - I1.S7(5.05'
PRONGED)S
ADJ. GROUNDWATER EL.=22.30 —
OF S ADS ARC36 LP UNITS -NO STONE
SOIL LOGS
TYPICAL SECTION
DATE: OCTOBER 9, 2013
SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
WITNESS: PHIL RENAUD. YARMOUTH HEALTH
BUOYANCY CALCULATIONS
**UNIT NOT IN ADJUSTED GW**
B=.
TP- 1
A E
D"u,
28.80
0'
L Y SA"
27.80
loa' 4
12-
B
LOUAY QUID
I OYR 5/8
26.30
30•
C
PERC TEST ME DMY SAND
O 24.50 2.ST 7/4
19.30 114'
IWBOI •gROUNONWTER IEYELS WERE LMUINED BY
AYWA6NG UtTT S AVMVBIE OCIOBEP READINGS
Pq
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
97 CAPTAIN
SMALL ROAD, SOUTH
YARMOUTH, MA
Prepared for: Dawson
ineminq by:
IMASONS, INC.
r BArcOWaaH, AHw oxv7
�.
S.,mirq by.
)►eller & Assoc.
(508) 375-0735
SCALE
N.T.S.
DRAWN
DMM
DATE
10/31/1
REV. DATE
I CHECKED
DMM
SHEET NO.
2 of 2