HomeMy WebLinkAboutEngineered Plan - 2016LOCATION MAP (1"=2000')
REQUIRED INSPECTIONS
1. AFTER SYSTEM CONSTRUCTION PRIOR TO BACKFILLING.
(ADDITIONAL INSPECTIONS MAY BE REQUIRED BY THE BOARD OF HEALTH)
ASSESSORS LOT 391176
f6 ARCHIE ROAD
IVIF KRYSA CHARLOTTE P TR ARCHIE RD
RL TY TRUST LICENSED PLUMBER TO
L.C. CERTIf-ICATE No. 101279 RAISE AND RECONnGURE
DEED BOOK 19666 PAGE 189 INTERIOR PLUMBING
EXISTING CESSPOOL,'--
\2(UNDERNEATH SHED)
ADS ARC 36 (3613BD)
BIODIFFUSER CHAMBER
i PROPOSED 40MIL
POLY BARRIER
*POLY BARRIER SHALL EXTEND AT LEAST ONE FOOT INTO THE EXISTING GRADE TOP EL=13.0
BOT EL=9.5±
ADS ARC 36(3613BD) BIODIFFUSER CHAMBER BED X -SECTION
I I NOT TO SCALE r'Al^ tlilt!W-111 TV= I%AD
SUNROOM
exIS111vo 01fl
"/
zz
/V
Al 0
KITCHEN BATH
CLOSET
LIVING ROOM
BEDROOM
BEDROOM
FLOOR PLAN
NOT TO SCALE
INSTALL ACCESS COVER W/IN
20"ACCESS20" ACCESS 6" OF FINISH GRADE PROP
*LICENSED PLUMBER TO W/IN 6- OF TO FINISH INSPECTION VENT
RAISE & RECONFIGURE f -XISTING TOP Of f -OUNDA 77ON LL 16 5j FINISH GRADE GRADE OUTLET DISTRIBUTION LINES 3' MAX(+16.0) PORT
INTERIOR PLUMBING r=9 x14.7 X15.3 SHALL BE LEVEL FOR THE 12"MIN(+14.0) x15.6
x15 X15.5
40PVC
*NOTE. 4"OPVC SCH 4"OpVC BREAKOUT EL=13.0 L I
CONTRACTOR TO VERIFY PROPOSED OUTLET PIPE EL 13.54 n nw i im 40 ----- SCH 40
jj/
ELEVATION OF EXISTING 14 S=-01 E3 a -
f -1. 12.99 ' C>
EXISTING OUTLET PIPE ------- DEP AP CL 12.89 77'1
OUTLET PIPE, PRIOR TO
F PROVED
EL. 14 1 Ed.
EFFLUENT TEE EL 12.62
SETTING SYSTEM EXIST/NG BASEMENT SLAB EL. 9.53 FILTER REQUIRED EL 0
fX12.79
COMPONENTS.67 CRUSHED EL 12.52
7 _z�
STONE
SEPTIC TANK -1,500 GALLON CRUSHED STONE
10' MIN PROPOSED PROPOSED 25' (7 -CHAMBERS ROW)
TO BLDG II PRECAST CONCRETE 1500 REIN. CONC. DIST. BOX
USE: 1-25LONG x 13WIDE x 13DEEP 10MIN.
' ' " '
---- --- GALLON SEPTIC TANK W/5 JOUTLETS MIN. LO C)
CLEANOUT & INSPECTION AGGREGATE FREE LEACHING CHAMBER SYSTEM
20' MIN. TO BLDG 10' MIN. TO SI AR IN BED CONFIGURATION WITH 4 ROWS OF 5 U-)
68" 0 OUTLET(typ) ADS ARC 36 BIODIFFUSERS(361313D)
INLET(ty COVERS L. 6.93
SUBSURFACE SEWAGE DISPOSAL SYSTEM GROUNDWATER E
(FROM ADJUSTMENT T.H.#1)
VALVE BOX 125 (NOT TO SCALE)
SEPTIC DESIGN
(NOT DESIGNED FOR GARBAGE GRINDER
0
NNI bH bf(AUL r.inion pKAut0
0
4 TOP H-10
It� 68" H-10
8" TOP H.D.
H.D. 1. DESIGN DAILY FLOW: 3 BR. x 110 GPD 330 GPD
Permit valid for 9u.11,km op, st:i,vic sl s
oNt'y�. due to state and I i,cAl %cwic vari,i cus.
0"_10"
4"0 PVC SCH 40
72"
56" INLET OUTLET 2. SEPTIC TANK: 330 GPD x 2 = 660 GAL. USE: 1500 GAL (MIN)
4. AVAILABLE IN STANDARD, H-10, AND HEAVY DUTY TOP.
SOUD PIPE;
3" WALL 3. LEACHING CHAMBERS: P.R. <2 MIN/IN CLASS I
LEACHINGMBER
�CHA
----------------- M
;j USE: 25 LONG x 13 WIDE x 13" DEEP LEACHING CHAMBER SYSTEM IN BED CONFIGURATION WITH 20-5.0' LONG ADS
CAPACITY' 480 S.F. x 0.74 GPD/S.F. = 355 > 330 GPD(D.D.F.)
n.!ty, futtim add ititinsfr'e it pv.ationsla Itera t i o n S
DESIGN NOTES ARC36 BIODIFFUS ER(3613BD) LEACHING CHAMBERS IN 4 ROWS OF 5.
MED SAND
4"0 PVC PERF
JOINT SEALED
0
1. lur & 1:30110141 MATCHINGKEY
BUTYL RESIN AS SPECIFIED BY THE MANUFACTURER.
2. TANK COMPLETELY REINFORCED.
3. CONCRETE IS 4,000 P.S.I. 0 28 DAYS.
ME 5
(PER MODIFIED CERTIFICATION FOR GENERAL USE DESIGN STANDARD ITEM 6
EFFECTIVE LEACHING AREA 4.80 SF/LF
Permit valid for 9u.11,km op, st:i,vic sl s
oNt'y�. due to state and I i,cAl %cwic vari,i cus.
0"_10"
C-1-CII/fr/u
-
44
r
-z
4. AVAILABLE IN STANDARD, H-10, AND HEAVY DUTY TOP.
I PROPOSED AREA:100 LF x 4.80 SF/LF =480 S.F.
Board ofilealth review and alivroval is req WN
V
SER lff�
TOP VIEW
CAPACITY' 480 S.F. x 0.74 GPD/S.F. = 355 > 330 GPD(D.D.F.)
n.!ty, futtim add ititinsfr'e it pv.ationsla Itera t i o n S
to
MED SAND
SEPTIC TANK DETAIL
sewage facilities.and/or structtirti,;/d%,,-uinv.
9
INSPECTION PORT DETAIL
(NOT TO SCALE)
FULL SIZE CONVENTIONAL SEPTIC DESIGN -PER STANDARD
Varmouth ±teal ,a 1,)lopartntent
NOT TO SCALE
2 a
CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS
'04SPPROVE.1)
M- 31=UP
AE' S Z07_ j BENCHMARK
NSTORM DRAIN COVER
S4, -IT -S 'WCGjZ- 170 T ET fLf VA?70N = 14.94
1JUDITHRE
TRS SACKS (CA V.D. 88 DATUM
6�ER7111047E N,NEIL
'Oee'o A9001�' 96660- 101279
P40E
*(PUMP & F1LL) e 4" SCH 40 PVC W J '
2/53-E ,
EXISTING SHED 100.00
TING PROPOSED 1500
CX15Q . ` - _- . � � j�°r of
DECK GALLON SEPTIC TANK
_N C6 EXISTING
o L"j BRICK,
i, o PATO'
*25.7
0.5* .50
IND
7 0 0
0 C BASIN
LL
CXISTING
DWE#31 16.53 EX/ST/NG FENCE
(REMOVE & REPLACE) if
L
00
T.O.F
5TING T.O.F.Qco Q5 EXI,
f-LEV 16.53 ot rN, PROPOSED D -BOX g1l
SUN 00,IN
rN,
PROPOSED 1-25'
*14.52
LONG x 13' WIDE x
(20
13" DEEP LEACHING
CHAMBER SYSTEM IN 4
EX/STING CONCRETE WALK ROWS OF 5 ADS
ARC36 BIODIFFUSERS
EXISTING GAS SERV/CE PROPOSED 40 MIL
(APPROX. LOCATION) POLY BARRIER
EX/STING PICKET FENCE
EXISTING WATER SERVICE
z PROPOSED INSPECTION
0 2E ------ a -
OZ R FO- Lq (MOVE) 10 PORT
ul" W, -Fx =0
-,4
Uj Lu p EXISTING FLAGPOLE C8 DISA, I&
ZEIn ROCK GARDEN
N,- t=
n
\ i I \
L.P. Z
EXISTING
<
EXISTING PICKET FENCE I GRAVEL i \ / I 1 I
DRIVEWAY Y
Z
0 F=. g f ztl�
a
`7 PROPOSED VENT
E! oz
< <0 L01 5
Z 0,
_ Lii_ C8 DISK \\ \,'��1� J I
0z
WOW, "FND).
I— Z
81.24' N89�2L25�
(n WW
u
zoo _k
0
U0 'j if
J X L "IST ING,
T
G-- G G T G_ OVERHEAD
PAVEMENT -1
5z� _.
CAIJ111YU r-UL7C Vj_ VC/V/r_1V1
1.
BAILEY
0"_10"
C-1-CII/fr/u
-
44
r
-z
14.77 No ESSI
10"-24"
ASSESSORS LOT 311100
V
SER lff�
FINE TO
2e-42"
MED SAND
P.R.<2
MED SAND
MIN/IN
6,970± S.F.
<0
M- 31=UP
DUFFY ROAD
04-5
__j '0
cnu),u
_51=-)
0
F- 'Eu
Coe)
Z.
Z.0.
EXISTING WATER MAIN (APPROX LOCATION)
Z WW
FA =5 8
W W W W
C) -
M �± 0
EXISTING EDGE OF PAVEMENT
0
0
<
R:
o LL'
�_ Ld
mu <<
00 0>-m
CB DISK
07-
(FND) VD)
10
0 10
20 30
Z
tla=>_ M0
0 F-1
M7
0 C:) W '?i
Scale 1"
10'
EFFECTIVE LEACHING '7
AREA 0 0
a)a-di, K
b
4.80
D,
(BED CONFIGURATION) 7, 7
j[
SEPTIC NOTES
1. PROPERTY UNE DATA FROM PLAN OF LAND ENTITLED "SUB -DIVISION OF LAND IN WEST
ZINSPECTION PORT YARMOUTH, MASSACHUSETTS, FOR RALPH M. AND ANNETTE S. JOHNSON, JR., SCALE
63" 1 1"=50', JANUARY 21, 1950, CHASE, KELLY & SWEETSER, ENGINEERS AND SURVEYORS,
-60" DENNISPORT, MASS." FILED WITH SAID BARNSTABLE COUNTY REGISTRY OF DEEDS IN PLAN
tat
BOOK 91 PAGE 41..
13"2. TOPOGRAPHIC SURVEY BY GRADY CONSULTING SEPTEMBER 14, 2016.
7*13
(TO INVERT)
3. SOILS TESTING BY ROBERT CARLEZON, GRADY CONSULTING WITNESSED BY AMY VON
HONE, SEPTEMBER 19, 2016.
-34.5" 4. CALL DIG SAFE 1-888-344-7233 AT LEAST. 4 DAYS PRIOR TO COMMENCEMENT OF
SECTION VIEW SIDE VIEW CONSTRUCTION.
5. NOTIFY TOWN AND GRADY CONSULTING PRIOR TO BACKFILLING OF SYSTEM.
ADS BIODIFFUSER ARC 36 1 6. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED SYSTEM
7. THE SITE IS NOT LOCATED IN AN AQUIFER PROTECTION ZONE 11.
(MODEL NO. 361313D) CHAMBER 1 8. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A
CNO OMPARABLE MEANS IN ORDER TO LOCE THEM ONCE BURIED (310 CMR 15.221(12))
DETAIL 9. STREAMS, SURFACE & SUBSURFACEATDRAINS AND WETLANDS EXIST WITHIN 100 FT
NOT TO SCALE OF THE PROPOSED SYSTEM, EXCEPT AS SHOWN.
10. THE WEST SIDE OF THE SITE IS LOCATED IN A 0.2% ANNUAL CHANCE FLOOD HAZARD
5 OUTLET DISTRIBUTION BOX DISTRICT ZONE X. NO WORK IS PROPOSED WITHIN THE FLOOD PLAIN DISTRICT..
SOIL LOG 11. NO KNOWN EASEMENTS ARE IN THE AREA OF THE PROPOSED SYSTEM.
12. EXCAVATION AND SAND REPLACEMENT IN ACCORDANCE WITH 310 CMR 15.255 (3) NOT
C T.H.#1 r. OF REQUIRED AS THE SYSTEM IS LOCATED ENTIRELY WITHIN THE 4 FT NATURALLY
OVER Iz I&A OCCURRING PERVIOUS STRATA.
15.5"
1-16.5"
ti O O i O! 14.5"
1.18 11
ila 20"
DESIGN NOTES
4,000 P.S.I. CONCRETE @ 28 DAYS
D -BOX DETAIL
(NOT TO SCALE)
EL
DOUGLAS
BAILEY
0"_10"
#35385
A
LOAMY SAND
14.77 No ESSI
10"-24"
Su"
FINE TO
2e-42"
MED SAND
P.R.<2
3.60
MOT-�"
-
FRIMPTER ADJUSTMENT TLING *G.W. ELEV.=6.93
Sh = Sc- (Sr/Owr (Owc - Owmax) 11 6" W/ FRIMPTER
Sh = 11.5 (4.20/6.60) * (25.39 - 20-94) (EL=4.10) ADJUSTMENT
Sh = 11.5 2.83 = 8.67'
GROUNDWATER ADJUSTMENT = 2.83' (SOIL EVALUATION AND PERC TESTING PERFORMED
ASSUMED GROUNDWATER ELEVATION = 4.10 (T.H.#1) BY ROBERT CARLEZON ON SEPTEMBER 14, 2016,
WITNESSED BY AMY VON HONE)
ADJUSTED GROUNDWATER= (4.10 T L -0-J) = 6.93
TITLE V UPGRADE APPROVAL REQUEST
1. 15.405(1)(a) REDUCTION IN SYSTEM(SOIL ABSORPTION SYSTEM) LOCATION SETBACKS TO
THE PROPERTY UNE FROM STATE AND LOCAL REQUIREMENT OF 10 -FT TO 5.3 -FT.
2. 15.405(1)(b) REDUCTION IN SYSTEM(SOIL ABSORPTION SYSTEM) LOCATION SETBACKS TO
THE CELLAR WALL FROM STATE AND LOCAL REQUIREMENT OF 14.5 -FT TO 20.0 -FT.
LOCAL VARIANCE APPROVAL REQUEST
1. REGULATION 3.7 - REDUCTION IN SYSTEM(SOIL ABSORPTION SYSTEM) LOCATION SETBACKS
TO A CATCH BASIN FROM THE LOCAL REQUIREMENT OF 100 -FT TO 16.3 -FT.
2. REGULATION 3.7 - REDUCTION IN SYSTEM(SEPTIC TANK) LOCATION SETBACKS TO A
CATCH BASIN FROM STATE AND LOCAL REQUIREMENT OF 50.0 -FT TO 25.7 -FT.
DS CHAMBER SYSTEM NOTES
THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE COMMONWEALTH OF
MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATION FOR GENERAL
USE, PURSUANT TO TITLE 5, 310 CMR 15.000, REVISED JUNE 12, 2015 AND STANDARD
CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE CERTIFICATION
AND/OR APPROVED FOR REMEDIAL USE REVISED MARCH 20, 2015,
NO STONE AROUND OR BELOW CHAMBERS IS REQUIRED.
BACKFILL BIODIFFUSER CHAMBERS WITH ON SITE SAND SOIL OR CLEAN COARSE SAND IN
ACCORDANCE WITH 310 CMR 15.255(3).
CONTRACTOR MUST BE TRAINED IN INSTALLATION BY ADVANCED DRAINAGE SYSTEMS, INC.
CONTACT STEVE MINOR (207)240-5967 OR steve.minor@ads-pipe.com
SEPTIC REPAIR PLAN
#37 MCGEE STREET
YARMOUTH, MASSACHUSETTS
APPLICANT
DENNIS B CADIGAN SEPTEMBER 23, 2016
C/O WIND RIVER ENVIRONMENTAL (PAULA SMITH) SCALE: 1 10'
70 BARTZAK DRIVE JOB NO. -16-284 - - -
HOLLISTON, MA 01746
GRADY CONSULTING, L.L.C.
71 Evergreen
(781) 585-2300 Fax (78D 585-2378
een Street, Sulte 1, Kingston, MA 02364
SHEET 1 OF 1
13.60
24"-144"
1 PERC
x
0
C
2e-42"
FINE TO
P.R.<2
MED SAND
MIN/IN
3.60
MOT-�"
-
FRIMPTER ADJUSTMENT TLING *G.W. ELEV.=6.93
Sh = Sc- (Sr/Owr (Owc - Owmax) 11 6" W/ FRIMPTER
Sh = 11.5 (4.20/6.60) * (25.39 - 20-94) (EL=4.10) ADJUSTMENT
Sh = 11.5 2.83 = 8.67'
GROUNDWATER ADJUSTMENT = 2.83' (SOIL EVALUATION AND PERC TESTING PERFORMED
ASSUMED GROUNDWATER ELEVATION = 4.10 (T.H.#1) BY ROBERT CARLEZON ON SEPTEMBER 14, 2016,
WITNESSED BY AMY VON HONE)
ADJUSTED GROUNDWATER= (4.10 T L -0-J) = 6.93
TITLE V UPGRADE APPROVAL REQUEST
1. 15.405(1)(a) REDUCTION IN SYSTEM(SOIL ABSORPTION SYSTEM) LOCATION SETBACKS TO
THE PROPERTY UNE FROM STATE AND LOCAL REQUIREMENT OF 10 -FT TO 5.3 -FT.
2. 15.405(1)(b) REDUCTION IN SYSTEM(SOIL ABSORPTION SYSTEM) LOCATION SETBACKS TO
THE CELLAR WALL FROM STATE AND LOCAL REQUIREMENT OF 14.5 -FT TO 20.0 -FT.
LOCAL VARIANCE APPROVAL REQUEST
1. REGULATION 3.7 - REDUCTION IN SYSTEM(SOIL ABSORPTION SYSTEM) LOCATION SETBACKS
TO A CATCH BASIN FROM THE LOCAL REQUIREMENT OF 100 -FT TO 16.3 -FT.
2. REGULATION 3.7 - REDUCTION IN SYSTEM(SEPTIC TANK) LOCATION SETBACKS TO A
CATCH BASIN FROM STATE AND LOCAL REQUIREMENT OF 50.0 -FT TO 25.7 -FT.
DS CHAMBER SYSTEM NOTES
THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE COMMONWEALTH OF
MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATION FOR GENERAL
USE, PURSUANT TO TITLE 5, 310 CMR 15.000, REVISED JUNE 12, 2015 AND STANDARD
CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE CERTIFICATION
AND/OR APPROVED FOR REMEDIAL USE REVISED MARCH 20, 2015,
NO STONE AROUND OR BELOW CHAMBERS IS REQUIRED.
BACKFILL BIODIFFUSER CHAMBERS WITH ON SITE SAND SOIL OR CLEAN COARSE SAND IN
ACCORDANCE WITH 310 CMR 15.255(3).
CONTRACTOR MUST BE TRAINED IN INSTALLATION BY ADVANCED DRAINAGE SYSTEMS, INC.
CONTACT STEVE MINOR (207)240-5967 OR steve.minor@ads-pipe.com
SEPTIC REPAIR PLAN
#37 MCGEE STREET
YARMOUTH, MASSACHUSETTS
APPLICANT
DENNIS B CADIGAN SEPTEMBER 23, 2016
C/O WIND RIVER ENVIRONMENTAL (PAULA SMITH) SCALE: 1 10'
70 BARTZAK DRIVE JOB NO. -16-284 - - -
HOLLISTON, MA 01746
GRADY CONSULTING, L.L.C.
71 Evergreen
(781) 585-2300 Fax (78D 585-2378
een Street, Sulte 1, Kingston, MA 02364
SHEET 1 OF 1