HomeMy WebLinkAboutApp-Permit-ComplianceNo. 96'
-97
FEE
/ SJ �
THE COMMONWEALTH OF MASSACHUSETTS
117%
, MASSACHUSETTS
,kkyy rativn for Piepasal S- Votem (fonstrurtion jJermit
Application is hereby made for a Permit to Construct ( ) or Repair (//�an On-site Sewage Disposal System at:
Location Address or Lot No. V1t1-,-
Via- Lam/ t S C t K
Owner's Name, Addre and Tel. No.
f j4,4tz l es V,447 -0o zL(5 M,4Z
Installer's Na e, Address, and Tel.No.
�/Z� �,�-t o�✓z
Designer's Name,A dress and Tel. No.
�A �')oe o
13uk I S'3y Ll �c�
/JRw I
wA ' L./ I- � -
/ AIZWLCt4
Type of Building:
Dwelling No. of Bedrooms Garbage Grinder (Alp
Other Type of Building No. per Persons Showers ( ) Cafeteria ( )
Other Fixtures
Design Flow 3,40 gallons per day.
Plan DateH �/ / G 9 9f S Number of sheet
Title
Description of Soil _
,tr
Nature of Repairs or
3 T
Date last inspected:
Calculated daily flow gallons.
s Revision Date %_&ML I / 9 S S_
when applicable) %?(/A4 Q e 4Awth tic -
-n .3 lw rn-I 7' G4t� 41;,nr,&jn
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal
system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a
Certificate of Compliance has been issued this oard of Health.
Signed J Date (� - _9 j
Application Approved by Date 9:;�
Application Disapproved for e following reasons
4
Permit No. �� �0�3 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
JAQ. OUTt/ ,MASSACHUSETTS it
Gnttttxttte of (fontliance f�
THIS IS TO CERTIFY, that the On-site Sewage Disposal System installed ( ) or repaired/ replaced on '
_ by f 0B&7aT 04,2 for
at i c C/2G has been constructed in
accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. f�S_ - 613 dated
` 7-" 2S . Use of this system is conditioned on compliance with the provisions set forth below:
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This
Certificate expires on
DATE 7— /!t 91,�7- Inspector Y
L
LD
Lr)
EXISTING
RET. WALL.
1:3 —
14
14.8 1
EXIST. PUMP
CHAMBER
EXIST. 1000G
SEP.1TANK �i�
14
4
r
X00
,h
GARAGE 1 iK
(slab) l I
I
TSM=
1
T.O.F. @ 1
EL. 13.7
I 1
( 1
13
SCALE: 1 "=20'
SURVEY BY:
WELLER & ASSOC. I/
110,
\ IV
101
LEGEND
�- �- PROPOSED CONTOUR
® PROPOSED SPOT GRADE
--gg -- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
—W— EXISTING WATER SERVICE
TEST PIT
10
/
/
I
PARCE/ ID:
1 141 X08
AREA=0.2a ACRES.
r �
i
W—./
i
,� �1p
\C9
/00V
ttt i , I rI 'I 1,11c SVS'T
O `:� .�t -nc varian
ntq L r . „ ,t�:.. :nrraNOft3
Eat
m
Vaene !tate
,1
+1 GENERAL NOTES:
j 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
j 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPUCABLE
t LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW.
tj —ALLOW LEACHING TO BE 95' FROM WETLAND VS. REQUIRED 1GOFT.
r 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
S. ALL ELEVATIONS BASED ON NGVD DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. PROPERTY IS SLIMED BY MUNICIPAL WATER SUPPLY
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTIUTIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED.
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 SPECS, INSP. REQUIRED.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
13. ALL PIPE TO BE_,"H 40 O 1/8"/FT (UNLESS SPEC. OTHERWISE)
14. THE DESIG THIS SYSTEM DOES NOT ALLOW
FOR THE OSE OF A GARBAGE GRINDER
15. INSTALLER TO CONFIRM ALL EXISTING TANKS/PIPING TO BE
RE—USED ARE IN PROPER WORKING ORDER, REPLACE IF NEEDED.
16. PUMP/AND FLOATS TO BE REPLACED, PUMP CHAMBER TO REMAIN.
YAROUTHPORT
CUS IN
REF: 156/1;
REF: 14333,
:L ID: MAP
LOCUS MAP
PAR. 08
jlco'o
ZONE: "AE" EL. 14.0
UNITY PANEL: 25001CO578J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
52 ELLIS CIRCLE
YARMOUTHPORT, MA
PREPARED FOR
JAMES & MARTHA
SWINDLER
OCTOBER 17, 2019
ZN OF MAS�c NN\ OF
oOARRE
STEVEN W� ��
V NO 35 91 m HI V
GIS -V sl
MEYER & SONS INC.
P.O. BOX 981
E. SANDWICH, MA 02537
PH: (508) 360-3311
FAX: (774) 413-9468
meyerandsonstitle5@gmail.com
SHEET 1 OF 2
712
ELEV. TOP
FOUNDATION
(Existing)
- 13.70
EU
EXIST.
PROVIDE H2O RISERS WITH RINGS & COVERS OVER
ALL COMPONENTS AND SET TO FINISH GRADE
13.2
W EL • 11.95 R
W
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
10.65
NOTE: TO PRI
WATER TIGHT BDx,"P, POWER. NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH
ANO FLOAT
CONTROL CABLES FINISH GRADE -14.10 FOR
RI A
LOCATED ON THE EXTERIOR F.G. EL' 14.5D MAINTAIN 2X MIN SLOPE OVER LEACHING AREA
F.G.EL: 13.5 MIN. COVER OVER S.A.S. = 9"
WN,ea."7 L-10'(MAX) INSTALL TWO INSPECTION PrORTS(M
�O S= 1% (MIN.) ITNVER
INV. -13. T 1
tNv. 1s.19TEE OT EXTEND T 4 ROWS OF 6 UNITS AT 4.0'/UNIT - 24.0'/ROW
SEE PIAS (USEOB-5 (M) INV.ELEV.=12.92
DETAIL BELOW s.ss SOIL ABSORPTION SYSTEM(PROFILE)
`F •inlet/outlet
some elev.
EXISTING PUMP CHAMBER
TOP OF RET.
EL 13.47
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) SEPTIC TANK, PUMP CHAMBER AND D -BOX SHALL BE SEPTIC SYSTEM PROFILE
IN031SET LEVEL AND TRUE CR GRADE ON A MECHANICALLY RESTORE VEGETATIVE COVER
SIX INCH STONE BASE, AS SPECIFIED
3) INSTALL INLET & OUTLET TEES AS REQUIRED. N.T.S.
/-BACKFiLL_WITH CIEAN_PERC SAND
DOSING & STORAGE REQUIREMENTS
DAILY FLOW: 330 GPD
DOSING REQUIRED: 8 CYCLES/DAY (SAND)
330 = 8 - 41.25 GALLONS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
41.25 GAL/CYCLE= 125 GAL/FT = 0.33 FT/CYCLE (4')
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
STORAGE PROVIDED:
INV.(IN) EL:9.65 - ALARM ON EL:6.98 =2.67'
STORAGE PROVIDED - 2.67' X 125 GAL/FT - 333.0 GALLONS
SOIL LOGS
DATE: SEPTEMBER 26, 2019
SOIL EVALUATOR: DARREN MEYER, R.S., CSE /1614
WITNESS: BRUCE MURPHY, YARMOUTH AGENT
PERC RATE <2 MIN/N. ('C' HORRON)
GROUND WATER OBSERVED 91' EL 5.89
WELL, SOY 252 ZONE A. LEVEL N/A ADJ: N/A
-USE OLD ADJ. OF 1.7', FROM MAY 4, 1995 -
CURRENT ADJUSTED GROUNDWATER IS APPROX. EL 7.59
Elev.
TP -1
Depth
13.47
DATE;
0'
9.70
FR.L/
18"
BOTTOM ELEV.= 12.64
PERO SAND
B
8.4760"
5M-30-2922
C
FINE SAND
2 of 2
2.SY 6/6
5.47
FINE SAND
94"
SILT LONA
2.5Y 7/2
11.20
May 4 1995-
SCALE
BREAKOUT -TOP ELEV.=13.31
INV. ELEV.= 12.92
DATE;
TOP & SUB
9.70
sal
18"
BOTTOM ELEV.= 12.64
EXISTING SUITAB
B
SHEET NO.
5M-30-2922
n/a
PUM2.83v MATERIAL
2 of 2
5' MIN. ABOVE BOTTOM O
FINE SAND
T.P. EXCAVATION OR G.W.=
4 x 2.83' = 11.32
(5.05' PROVIDED)OF
6 INFILTRATOR QUICK 4 PLUS
5.70
66"
ADJ. GROUNDWATER EL.=7.59
_(.NVERT) UNITS -NO STONE
PLACE GEOGRID UNDER LEACHING, EXTENDING 1 FOOT PAST PERIMETER
CLAY
TYPICAL SECTION
KTA
4.911 1100" 4.201 ' 84"
• 1. Damm M. Meyer. R.S.. CSE. hereby Certify Uxd I am Curroaey approved by MADEP purwraat to 310 CMR 15.017
to cwWud ea wwlao0ons and that the above amyele ho been performed by me Comixtent with the
n,*k met of 310 CMR 15.017. 1 furtt w cow" Vxd I have passed the Sol Eval. Exam M October. 1999.
INSTALL V PVC CONDUIT TO HOUSE FOR BARING
WITH WATERTIGHT JOINTS WIRE HIGH WATER ALARM
FLOAT TO OP 2000 HIGH WATER ALARM PANAL ON
CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP.
HOISTING CABLE 7x19 STAINLESS STEEL
1/8' DIAMETER. / 1,7600 LB. STRENGIN,
PC INY.(IN)=9.65
PUMP DETAIL ALARM am EL. e.9e
H.LS PUMP ON EL• 6.73
PINK OFF ML _ 0.M f r
BOTTOM OF UNIT EL s.8s e•
1p PROVIDE 2- WIDE ANG! FLOATS
M•\yN. FLOAT NOA: PUMP ON/OFF (BARNES 073618 OR EOUAQ
-, FLOAT NO.2• ALARM ACTIVATION (BARNES 073612 OR EQUAL)
PROVIDE WATERTIGHT CONCRETE RISER
�- WITH SECURED COVER TO GRADE (H20 LOADING)
NEMA 4 JUNCTION BOX CORROSION RESISTANT
& UQUID-TIGHT CABLE CONNECTORS SUPPORTED
BY 1-1/4' PVC CONDUIT. JOINTS TO BE MADE
WATERTIGHT
2'BALL VALVE W/ UNIONS SON. ED PVC
�GEORGE FISHER 00. MODEL NO. 5110 OR EQUAL
go- 1 1/rSCH. 40 DISCHARGE TO VALVE BOX
�2"SCM. 40 TEE W/ CLEAN-OUT CAP
PROVIDE 1/4' WEEP HOLE IN DISCHARGE
PIPE FOR SELF -DRAINING FORCE MAIN
\Y BALL CHECK VALVE SCM. 80 PVC
100 P.S.I. FLOWMATIC MODEL No. 2085
2' SON. 40 PVC DISCHARGE PIPE
CHAMNON CPEE5254 PUMP, 0.5 hp, 115v, W40LE PHASE
ND 114(?'
sHaRE1' PRECAST CORP.. YARMOUTH MA (800) 439-0868
PUMP &ACCESSORIES AVAILABLE THROUGH 41d2 SALES AND SERVICE (308) 823-9588
'�NITAR�a�
1 1
1.) ALARM TO BE AUDIOVISUAL AND ON
SEPARATE CIRCUIT FROM PUMP.
2) ELECTRICAL PERMIT REQUIRED.
3.) ALARM TO BE LOCATED IN AN EASILY
ACCESSIBLE EXTERIOR LOCATION.
4.) PUMP TO BE INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURERS SPECS
5.) PUMP CHAMBER TO BE FACTORY WATER SEALED
DESIGN CRITERIA
NUMBER OF BEDROOMS: EXISTING 3 BEDROOM DWELLING
SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 110 G.P.D./BR DESIGN FLOW: 3X11OGPD = 330 G.P.D. (MIN REQ'D)
GARBAGE GRINDER: NO
PROP. SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXIST. 1.000 GAL SEPT. TANK
PROP. PUMP CHAMBER: USE EXIST. PUMP CHAMBER.
LEACHING AREA REQUIRED: (330) /0.74 - 445.94 S.F.
PRIMARY S.A.S.
USE 4 ROWS OF 6 - INFILTRATOR QUICK 4 STD LP (3.3" INVERT)
UNITS WITH NO STONE
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
(CHAMBER UNITS) 24 UNITS x 4.00 LF x 4.73 SF/LF = 454.08 SF
(DESIGN FLOW) 0.74GPD/SF(454.08SF) = 336 GPD > 330 GPD req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
52 ELLIS CIRCLE, YARMOUTHPORT, MA
Prepared for: Swindler
System Design and Site Plan by:
SCALE
DRAWN
DATE;
Meyers Sans, Inc.
N.T.S.
DMM
10/17/1
POSOX981
EASTSANDN7CH, ATA 02537
REV. DATE-
CHECKED
SHEET NO.
5M-30-2922
n/a
DMM
2 of 2