HomeMy WebLinkAboutEngineered Plan - 2018CONSERVATION `NOTES:
1. EXISTING PLANTS REMOVED IN DIGGING SEWER LINE TO
COTTAGE TO BE REPLACED (IT FALLS WITH 35' BUFFER)
TO THE SATISFACTION OF THE CONSERVATION .AGENT.
2. PRIOR TO DIGGING INSTALL A SILT FENCE & SILT SOAK
ALONG WORK LIMIT, WHICH IS MARKED ON GROUND.
I
0
t1 + 5:40
00
Cd SALTMARSH PLAIN
rw
N /F
TOWN OF YARMOUTH
SCALED EDGE MARSH/PROPERTY LINE
FROM 1973 ED KELLEY PLAN (PB286.PG22)
JOB N0. Y17-23
NOTES
ES Johnson.dwg
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: FB 33/40 SB 14/40
Top= 12.5
1. LOCUS IS A.M. 148, PARC 'L 3. Boss Hole
1. VARY LEACH AREA TO WETLAND BY 29'. LOCAL REG. 2. ELEVATIONS SHOWN ARE N VD88 (BENCHMARK FROM TOWN SURVEYOR). '
Pro To
2. VARY WELL TO LEACHING BY 49. LOCAL REG. Wolf -11,8 Top=11..9 Grade 3. LOCUS IS IN FLOOD ZONE E(EL12) ON FIRM DATED JULY 16, 2014.
3. VARY 1' TO GROUNDWATER. 310'CMR 15.212 (1) b. _ _ Pro ' 4. ALL PIPES TO BE 4 SCH 0, AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED)
-- ----------------------------------
12 0 H-10 UNLESS NOTED ARE ON TOWN WATER.
- ---------------
' 5. MUNICIPAL WATER IS AVAI ABLE. LOTS WITHIN 10
4. VARY COVER OVER ALL TANKS TO BE 6 31 OCMR 1:5.228 (1) Top -11.5 min. Top 'Sop 22 HIGH LANDSCAPING 6. COMPONENTS TO BE AASH
PROPOSED 42 LONG
5. VARY LEACING TO LOT LINE BY UP TO 5'. 3TOCMR 15.211 1 D':
1A/DI 1 -.IC f ICING wnnn 7 ILII CT TCC Tn DDn ICY\T nn Aw 1 -z" n41T1 CT TCC M01A/nI 1 n"
9.7
J
7
" 9.1
M1YV LV%ar-% I\L-VW Ln 11 VI`I..0.
... .. .. .. T. /'1 11 1-) II\VVIMV IV IVI 1 TItLL V 4 D
SCARED WELL - ------ :_;_._:._: _;_:_:._:._:_ ._ _ _ :;_ - - .. - - - - -.=
FROM 8/26/87 C I- ayerf- I C gayer
SEPTIC PLAN TEST HOLE DATE: Jan. 17, 2017
S E d TI O N A -.A �o' GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
1 „ G ARE PROPOSED I WITNESSED BY:, Amy Von Horse, RS, CHO 3811
SCALE; 1 =2 `���N PERC RATE: <2'-00"/inch (C layer assulmed)
N /F
SEG'ERMAN
,, �, '��° 2.5' DEEP IMPERVIOUS
io 3,'°a
BARRIER --125 L.F. OF
X 40 MIL POLYETHYLENE
5 7.8 6X,89 / • .95 OR EQUAL)
TOP BARRIER=TOP
UNITS=11.5, GRADE
I X 8.3 THRUST TH 1 ` ABOVE BARRIER -11.9 MIN.
' BLOCKS `.;:12:. 8
STAKES TO BE SET
AT EDGE OF OVERDIG
9.6 10,2 ^v
5.8 ,
12 `✓ _
11 3� X .2
.00
404
LOT 2
PROPOSED INV.=9.1 I 9.7o
REPLUMB I �� a� \ / �\ icy* \,::•._:.
3 4 2 0 0 ± S . F . SLEEVE WITHIN 10 OF l I Gto�'',�E °• T0, - 10.6
EXISTING WATER LINES
USE FLEXIBLE SLEEVING I r== --�� ` ,'
OR IF RIDGID SLEEVE,® '� �O� `rip `� 0.0 ,h'10
ENCASE BEND(S) INQ
CONC. PUSHING SLEEVES ' 45 '\5 \ 10,1 F ` ,'
':• � ... � A , ,-� 10,5
INTO WET MORTOR. I ,8 77• G �O•
PROVIDE SLEEVING 717111
2"
ILL oa 9.6 x�\ �,G �,�
2 SEWER ABOVE GRADE \� �,\�\ �' , I� 10.4
IN CRAWL SPACE. �� \N
v
9.5
�, \
PROVIDE MIN. 6" COVER Q� w ,�oX `y'�
PITCH 2''' LINE EVENLY �� r 9 � ,* 10,2
BACK TO PUMP CHAMBER �a/
I I
w 9.3 6
DISCONNECT OLD SEWER / °' ,!j \ �\ O,L .\ �,�� �,O �. \ \
I , v �
co '�� , �: 10852 \�
khO. o \, . 9.98
c�
Gj .l
10'M/N. w \ \` x 9p �` ' ,�` 10.3
?� .;.2 � `� 2c �� 9,8,x � ` 11.0
Z X 7,4 �v i w , A �� �� 10.9
cryJP1 7.5�y1 " 7.4 WELL i �/ 10.3
o �'• 3/
70tt,'/BENCH 'MARK -TOP OF SPIKE SET
0
DOWN 1"=1:0.25 NAVD88
Ld %i' 1 (44'-7" OFF CORNER HOUSE ON RANGE LINE)
19. / .1 +10.3
0.3
/
X 4 '
96 w .-K\ 9.6
10,
N /F
.3 w % 9.8 dj 01
i I 9.9,
Inv. .01
5.:::'.:. ! TOWN OF YARMOUTH
8,00 � I
Proposed(2") a G> w I i
�o
Inv. 8.18 \ : 3, 0
Proposed(4) ' 10,1 10,0
Replum
N /F
TOWN OF YARMOUTH
Bath BdRm
O
'No closet
8.2 �5 Has doors _ �n __
X P,6
Gt J5 �, LLLLLLLLL 6'+h�eadr
rr
Room --1--
8'9 �� �� LLvRm
1/2 Closet o
No doors o
�O F' to 1st fl.
\� X 9,0 �`° 1 ST FLOOR 2ND FLOOR
`4EXISTING COTTAGE EXISTING COTTAGE
1 .4 9.4
NOT TO SCALE NOT TO SCALE
X 9.0
LEGEND \°
T 1 TEST HOLE LOCATION, NUMBER
O. WELL
E UNDERGROUND ELECTRIC WIRES (AS MARKED)
X 9.5 X8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
�--- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
S EXISTING PRESURE 2" SEWER
W EXISTING WATER LINE
® BEAN POLE SET, OR TO BE SET
REV. --3/2/2018--500 GAL. PUMP CHAMBER
REV.--2/23/2018--FREEZE MODIFICATIONS
REV. --2/21 /2018--1500 GAL. SEPTIC TANK, COTTAGE SEWER LINE
REV. -1 /19/2018---OFFSETTS ADDED .;fOR CONSERVATION.
Crawl space
Hall way
Garage
Storage Workshop
EXISTING LOW FLOOR
NOT TO SCALE.
EXISTING MIDDLE FLOOR
NOT TO SCALE
P
.\A P Invert 13.35 SOIL SURVEY(1993): -Carver loamy coarse .sand
GEOLOGIC MAP(1986): Marsh & Swamp deposits „
��.('S
Exist. PVC Invert 11.00 Top Block Invert 11.35 50
G 26 ---ARC 36LP CHAMBERS
•(0
3 8" INVERT 56"
PROCEDURE TO LOCATE NEW SEWER LINE
'I
TO GR DE
Use Gas Baffle Invert 11.18
T
1
(LOCATION OF WATER &SEWER LINES SHOWN ARE ESTIMATED)
I Existing
BENCH MARK --TOP OF STONE
Invert 11.12
10.8
f 1. DIG AND UNCOVER EXISTING 2 WATER LINES AND SEWER LINE 3 TO 4' OFF
I 6 Stone or COmpaCt Proposed
Provide . Filter
Proposed Proposed
Top Units:=11.47
Ij
BOUND= 13.16 NAVD88
(NEAR TELEPHONE POLE)
i i
! 1 I $
, i i Lv i 1'
"
S=1 /8"/ft
6" diver
see detail
®Filter cloth
I I f� ,-a
3,
STRAIGHT TO WHERE THIE WATER "LINE LEAVES THE ::COTTAGE, THEN MARK
1
I I
Prop OSed
0:5' Adjustment Provided
THE PATH OF THE EXISTING WATER LINE WITH SPRAY PAINT ON THE GROUND.
3" Max,
DATA
Invert 11.25
1500 Gal.
Two ompart
3. IF THE WATER LINE DOES NOT POINT TO THE COTTAGE THEN FOLLOW THE
P
l
WATER LINE AND FIND THE NEXT BEND. THEN REPEAT STEP TWO
inspection Port
Proposed
Septi,p Tank
Sonitar
_-__---__-_
No
3.8 109"
PROCEDURE TO LOCATE NEW SEWER LINE
I
Invert 6.7
y
Tee
T
1
(LOCATION OF WATER &SEWER LINES SHOWN ARE ESTIMATED)
I Existing
Invert '11.35
Invert 11.12
10.8
f 1. DIG AND UNCOVER EXISTING 2 WATER LINES AND SEWER LINE 3 TO 4' OFF
I 6 Stone or COmpaCt Proposed
Proposed l
4 Bottom level
REAR CORNER OF GARAGE (FIND BEND).
i i
�'- 8.5 --7
i i
! 1 I $
, i i Lv i 1'
"
High. Groundwater=6,8
2. IF THE UNCOVERED WATER LINE PIPE SERVING THE COTTAGE POINTS
I
-1-►
I
I I f� ,-a
3,
STRAIGHT TO WHERE THIE WATER "LINE LEAVES THE ::COTTAGE, THEN MARK
1
I I
I ' < I
0:5' Adjustment Provided
THE PATH OF THE EXISTING WATER LINE WITH SPRAY PAINT ON THE GROUND.
DESIGN
DATA
�
Lacus abuts Salt Marsh
(1.4' above Salt Marsh Plain)
3. IF THE WATER LINE DOES NOT POINT TO THE COTTAGE THEN FOLLOW THE
Observed Water=6.3
WATER LINE AND FIND THE NEXT BEND. THEN REPEAT STEP TWO
BEDROOMS:
I, 4*
4. WHEN THE PATH ;OF THE EXISTING WATER LINE 11S MARKED ON THE GROUND,
GARBAGEGRINDER:
No
INSTALL THE NEW SEWER LINE 10' OFF THE EXISTING WATER LINE, AS SHOWN.
REQUIRED CAPACITY:
I' 440 GPD
LEACH AREA
EXISTING SEPTIC TANK: 1000 GAL. USE 26 ARC36LP CHAMBERS, IN A 11`-4"
EFFECTIVE LEACHING AREA: 614.9 SF WIDE, BY 35' LONG, BY 3.8" DEEP LEACH
I AREA, MINUS TWO CHAMBERS, AS SHOWN.
4.73 SF/LF X 5'/UNIT=231.65 S.F/UNIT
26 UNITS X 23.65 SF/UNIT=614.9 SF(EFFECTIVE) 5' REMOVAL
MONOLITHIC 1000 GALLON DESIGN CAPACITY: 455 GPD DO 5' ALL AROUND AND UNDER LEACH AREA
H-10 PUMP CAMBER [(614.9 SF) X .74 GPD/SF] DOWN APPROX. 5 1/2' TO 'COARSE SAND.
W/ WATERPRO FING ALARM & PUMP NOTES PUMP CHAMBER STORAGE CAPACITY: 440 GAL
/C ver to grade DOSES PER DAY: �' 5
DRILL 3/8" W EP/iENT HOLE 1. ALARMS TO BE WIRED BY ELECTRICIAN ON *25% OF FLOW IS FROM XWECTOR PUMP ,
Recommend Floats SEPARATE CIRCUIT FROM 'PUMP, %
replaceable from top_ 2• ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR. BUOYANCY CALC'S-WIGGIN MONO 500 GAL. LOW PROFILE CHAMBER.
Quick !Disconnect/ 3, MAIN PUMP TO BE CAPABLE OF PASSING
10.96 la 27" Union WEIGHT OF EMPTY CHAMBER AND 6" COVER
Invert On 22 Check Valve 1-1/4 SOLIDS. SECOND PUMP FROM COTTAGE
Off 18 TO PASS 2" SOLIDS. BOTH 'INSTALLED PER MONOLITHIC 5OO GALLON TANK= 3.045 TON
MANUFACTURERS :SPECIFICATIONS. H-10 PUMP CHAMBER 6" COVER= .5' X 5.21' X 8.17' X 0.055 TON/CU. FT.
4. USE MEYER SRM4 4/10 HP PUMP, OR W/ ',WATERPROOFING 6" COVER=1.17 TON
6.42 6" STONE iUNDEREQUIVALENT IN 1000 GAL CHAMBER. r r Cover to grade TOTAL= 3.045 TON + 1.17 TON = 4:22 TON
Bottom 5. USE LIBERTY LE41, 4 10 'IHP PUMP, IN DRILL 3/8" W EP/VENT HOLE WEIGHT OF WATER --HIGH GROUNDWATER DOWN
MAKE FACTORY WATER -PROOF 500 GAL. CHAMBER PASSES 2" SOLIDS . 1Recommend Floats (6.8 -5.8) X 5.21' X 8.17' X 0.0312 TON/CU. FT.
) -- replaceable from top WEIGHT WATER= 1,33 TON
TANK AND 6" COVER ARE _HEAVIER BY 2.9 TON.
8" Quick Disconnect/
.18 larm 2 3. 5
Union
Invert �On 19„ Check Valve
BUOYANCY CALC'S-WIGGIN MONOLITHIC PUMP CHAMBER BUOYANCY CALC'S WIGGIN 2 PIECE/ COMPARTMENT(2Z3-1/3)
Off
i P ONE DOSE/DAY
WEIGHT OF EMPTY CHAMBER AND 6" COVER WEIGHT OF EMPTY 'CHAMBER AND 6" COVER
5.8 STONE .UNDER Permit valid fort EPAIR 0Fst,:11�1'JC SYS,1-[,Mt-
TANK= 4.19 TON TANK= 6.00 TON x
Bottom ow�, due to State and l I.ucal se Thi variances.
6 COVER= .5 X 5.46 X 8.2 X '10.055 TON/CU. FT. 6 COVER= .5 X 6.04 X 10.29 X 0.055 TON/CU.. F.T. Board,of. Ilealth review Ind approrll is required 1'or
6" COWER=1.25 TON 6" COVER=1.71 TON MAKE FACTORY WATER -PROOF any fu"toreadditions/renu\ationshllterations to
TOTAL= 4.19 TON + 1.25 TON = 5.44 TON TOTAL= 6.00 TON + 1.71 TON = 7.71 TON i' sewage f rcilities and/or structures/d�. elIing/
WEIGHT OF WATER --HIGH GR -HIGH GROUNDWATER 'DOWN Yar
.00NDW.ATER DOWN WEIGHT OF WATER -mouth lle'4111t Department,
,•
(6.8 -6.42) X 5.25' X 8.1' X'0.0312 TON/CU. FT.** (6,8 -6.7 X 5,9' X 10.0' X 0.0312 TON/CU. FT.**
WEIGHT WATER=. 0.5 TON WEIGHT .WATER= 0.2 TON APPROV El) -
TANK AND 6" COVER ARE HEAVIER BY 4.9 TON. TANK AND 6" COVER ARE HEAVIER BY 7.5 TON.
**TANK DIMENSIONS AJUSTED FOR TOP TO BOTTOM TAPER
I Name Date
RECEIVED
I MAR 0 5 2018
S1 TE PLAN HEALTH DEPT.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR
____ AN ORIG RED T MP ND SlgNATURE. C H A R LES N- TO[ -LEY TRU ST
__
Deck i
B
dRm
m
F-
I I
I
I I
EXISTING UPPER FLOOR
NOT TO SCALE
LOT 2, 15 DAVIDSQN LANE, YARMOUTHPORT, MA
OF MASS MgSSgC • !f f
o= tiG tiG JANUARY 18, 2018 SCALE. 1 -20
k RONALD s RONALD f,
o JAMES a ' o JAMES 1
CADILLAC CADILLAC
# # 35779
1060 �
�FCISTER�O ESS�� OQ"<'
gNITAR RONALD J. CADILLAC, PLS, RS, P. C.
SANITARIAN REGISTERED
PROFESSIONAL LAND. SURVEYOR 8c
P.O. BOX 258
WEST YARMOUTH, MA 02673
HEALTH AGENT APPROVAL DATE (508) 775--9700
02017 BY R.J. CADILLAC PAGE 1 OF 1