HomeMy WebLinkAboutEngineer PlanLEGEND
- 99-
EXISTING CONTOUR -
X 99.1
EXIST, SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED. SPOT 'EL.
TH1
(AUDIBLE AND VISUAL) TO BE SET FOR
2/24/21
DATE:DATE:
TEST HOLE
2�
SLOPE OF GROUND
Q�
UTILITY POLE
< 2 MIN/INCH
FIRE .HYDRANT
NME. NOT ALL SYMBUS MAY APPEAR IN. DPAWING
Yarmouth Conservation Conditions:
1- A hard copy of the plan shall be provided 4o the Conservation
Administrator for review. An electronic copy of the final plan shall
be provided to kgnmt@yannouth.ma.us.
Z The proposed sewage disposal system shall meet the applicable
Title 5 wetlands setbacks as set forth by the Health Department.
1 A "wodc limit" line shall be established with Erosion Controls (i.e
straw bales, staked filter fabric, bark mulch, 'silt sacks," products
made with rice straw, and other weed -free products or approved by
the Commission.) Hay bales are not allowed. It is the applicants
responsibility to implement and maintainappropriateand adequate
erosion controls measures throughout the construction process.
4. No work of any kind shall occur on the Resource Area side of the
work .limit line, This line shall be established prior to any
construction or work.
5. All imported fill shall be clean and not contain any foreign debris
such as cement, bituminous concrete rubber, metal, trash, -
boulders, etc
6. Debris, including litter, shall be picked up immediately. Any excess
material that is excavated fromthejob site shall be disposed of at
a lomfion approved by the Conservation Administrator or in a
covered dumpster. No debris shall be allowed in a Weiland or
Waterway.
7. Washing of equipmenthools shall be done OFF-SITE or handled in
a manner approved by the Conservation Administrator.
8. No equipment shall be refueled, nor shall fuel be stored within 100
feet of a resource area.
9. The cesspool is to be pumped dry, the connection broken, and -
filled with clean sand.
10. Any area that is disturbed during. construction shall be revegetated
immediately or as soon after as the growing season commences.
Permanent stabilization shall be carried out in order to minimize erosion.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW- 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
TIGHT TANK: 330 GPD (5) = 1650
MIN 2000 GAL TIGHT TANK CAPACITY REQUIRED
USE A H-20 3000 GAL TIGHT TANK
I
MA
APPROVED DATE BOARD OF HEALTH
NOTE: CONTRACTOR TO PROVIDE CONSERVATION
AGENT WITH A DE -WATERING PLAN (UTILIZING SILT
CONTAINMENT BAGS) PRIOR TO THE START OF
CONSTRUCTION.
NOTES
TEST HOLE LOGS
TEST- HOLE LOGS
L DATUM IS NAVD 88
ENGINEER: DAVE MASON
ENGINEER: RON CADILLAC
NORMAL HIGH WATER LEVEL ALARM
WITNESS`. MALLORY LANGLER
WITNESS: BRUCE
MURPHY
(AUDIBLE AND VISUAL) TO BE SET FOR
2/24/21
DATE:DATE:
7/6/05
SCALE 1"=2000'±
3/5 OF SYSTEM. CAPACITY, ALARM AND
PERC- RATE _ < 2 MIN/INCH
PERC. RATE _
< 2 MIN/INCH
PRESS TO SILENCE SWITCH ON PANEL
CLASS I SOILS
CLASS I
SOILS
o of NSIDE BUILDING. LOW VOLTAGE FLOATS,
o
ELEV.
4
_
BALLAST OVER THE TOP
SIMPLEX PANELS,-MEYERS OR EQUAL.
0" 6.5'ETA-1ELEV-
-
\
EXISTING TOF EL 8.7' AND SIDES, MAINTAIN ALL
PROP. 24" 0 CAST
A
0"
88_0,
IRON WATERTIGHT
LS
IS SUITABLE FOR ALARM CONNECTION. ELECTRICAL
COVER TO GRADE
1OYR 3/1
FILL
MINIMUM .75' OF
PERMIT REQUIRED.
45"
COVER OVER PRECAST
8.3
WITH 310 CMR 15.000 (TITLE 5.)
62"
It
E
T
%i
iY 7.55'
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
LS
INV. IN 6.3
I i
7.3' ADJUSTED
C
5Y 3/1
7g"
1.6T
MS
ADDITIONAL POURED CONCRETE BALLAST IS REQUIRED
`LBS=7554
3000 GAL..
6.5'1*
H-20 S/T GROUNDWATER
GROUNDWATER ADJ. DATA:
PEAT
PERC WELL: MW 29
50.4 CF REQUIRED) " .
;; 3/5 TOTAL
CAPACITY
1OYR 7/4 ZONE: B
102"
-0.5'
ADJUSTMENT: 2.8' (FEB. '21)
HEALTH AND PERMISSION OBTAINED FROM BOARD
C
31"
_
PERC.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
LS
1 888 344-7233 AND
5YR 4/5
120" -3.5'
150"
-4.5'
G.W. ENCOUNTERED AT EL. 4.5'
G.W. ENCOUNTERED
AT EL. 3.42'
DEC
DCE ##21-208
NOTES
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SYSTEM PROFILE
CAWNG DIGSAFE ( - - )
THE LOCATION OF ALL UNDERGROUND &
L DATUM IS NAVD 88
*NOTE: INTERIOR PLUMBING TO BE RAISED r'AND RE-ROUTED
NORMAL HIGH WATER LEVEL ALARM
s' CRUSHED STONE OR MEcwWICAL GDMPAcnoN. (15.221 [zj) OVERHEAD` UTIU71ES PRIOR TO COMMENCEMENT OF
LOCUSMA P
J
(N(YT To SCALE)
(AUDIBLE AND VISUAL) TO BE SET FOR
2, MUNICIPAL WATER IS EXISTING
WORK.
SCALE 1"=2000'±
3/5 OF SYSTEM. CAPACITY, ALARM AND
-
ADD A MINIMUM OF 51 CF
PRESS TO SILENCE SWITCH ON PANEL
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
-
- POURED CONCRETE FOR
o of NSIDE BUILDING. LOW VOLTAGE FLOATS,
o
ASSESSORS MAP 22 PARCEL 180
_
BALLAST OVER THE TOP
SIMPLEX PANELS,-MEYERS OR EQUAL.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
\
EXISTING TOF EL 8.7' AND SIDES, MAINTAIN ALL
PROP. 24" 0 CAST
UNITS TO BE AASHO H-ZQ
12. INSTALLER To VERIFY THE ELECTRICAL SYSTEM
ACCESS COVERS
IRON WATERTIGHT
PIPE JOINTS TO BE MADE WATERTIGHT.
IS SUITABLE FOR ALARM CONNECTION. ELECTRICAL
COVER TO GRADE
5.
MINIMUM .75' OF
PERMIT REQUIRED.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
COVER OVER PRECAST
8.3
WITH 310 CMR 15.000 (TITLE 5.)
BUOYANCY CALCS:
It
NECESSARY.
T
%i
iY 7.55'
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
H-20 3000 GAL. ST WEIGHS 37,000 LBS
INV. IN 6.3
I i
7.3' ADJUSTED
NOT TO BE USED FOR LOT LINE STAKING OR ANY
6.0' x 17.0 x 7.0 X 62.4 = 44,554 LBS UPLIFT
OTHER PURPOSE.
ADDITIONAL POURED CONCRETE BALLAST IS REQUIRED
`LBS=7554
3000 GAL..
6.5'1*
H-20 S/T GROUNDWATER
6. PIPE FOR SEPTIC SYSTEM To sCH. 40-4' PVC.
(44,554 LBS - 37,000 LBS 0150LBS/CF =
50.4 CF REQUIRED) " .
;; 3/5 TOTAL
CAPACITY
9. COMPONENTS NOT TO BE BACKFILLED OR
ADD 51 CF CONCRETE BALLASTALARM
ON
CONCEALED" WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
31"
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
1 888 344-7233 AND
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.DECK a � k
EXISTING \ \ BENCHMARK:
DWELLING \ WATERGATE
TOP FNDN. \ \ so =6.87' NAVD88
\ *RAISE AND
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14. WHEN SEWER. SYSTEM BECOMES AVAILABLE, THE
OWNER SHALL CONNECT ABANDER AND TIGHT TIGHT TANK NOTES"
TANK SYSTEM SHALL BE ABANDONED/REMOVED. /'1
AN OPERATIONS AND MAINTENANCE PLAN WILL
BE REQUIRED FOR THE LIFE OF THE SYSTEM.
ALARM TO A1591ATE AT 3/5 HOLDtNt'
CAPACITY. TANKS TO BE PUMPED AS
REQUIRED AND ALARM TO BE INSPECTED 1
TIME PER YEAR.
TIGHT TANK SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH 310 CMR
\ 15.260, AS AMENDED.
0
SUNROOM
DINING KITCHEN BATH
BEDROOM ROOM ROOM
.
LIVING
BEDROOM ROOM BEDROOM
EXISTING
FLOOR PLAN
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1j) REDUCTION OF THE REQUIREMENT OF A 12 INCH
SEPARATION BETWEEN THE INLET AND OUTLET TEES
AND HIGH GROUNDWATER. (12" to 0")
(PROVIDE WATERTIGHT BOOTS)
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to state and Local septic variances.
.Board of Ilealth reofew and approval is required for
any future ad,Iitiocinovalions/:Iterations to
sewage facilities and/cr structures/dwelling.
_Yarmouth Health Department
APPROVED
JI #L10Z
Name Date
TITLE 5 SITE PLAN
OF
31 BAYBERRY RD.
WEST YARMOUTH, MA
PREPARED FOR
YANA VILENCHIK
HEALTH DEPT.
OCTOBER 12, 2021 (DE -WATERING NOTE)
I Scale 1"=20'
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OP
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M1�OJ;t A
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z\ esslo \ Ems° / ' fax 508-362-9880
V'S lam, r:U?; 1, 1�5 c�. r-�,\FSc`
downcape.com
d0lYO cspe eaglr�eering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575
21-208 VILENCHIK.DWG
EL. 1.3
CAWNG DIGSAFE ( - - )
THE LOCATION OF ALL UNDERGROUND &
*NOTE: INTERIOR PLUMBING TO BE RAISED r'AND RE-ROUTED
000 000000VERIFYING
000000 0000 0 0 cn 00
s' CRUSHED STONE OR MEcwWICAL GDMPAcnoN. (15.221 [zj) OVERHEAD` UTIU71ES PRIOR TO COMMENCEMENT OF
LOCUSMA P
J
TO EXIT THE DWELLING IN LOCATION SH&f ON PLAN VIEW.
TIGHT TANK
WORK.
SCALE 1"=2000'±
PLUMBER TO CONFIRM FEASIBILITY PRIOR INSTALLING ANY
11. EXISTING LEACHING FACILITY SHALL BE PUMPED
PORTION OF THE SEPTIC SYSTEM
t % SLOPE)MIN. (NOT TO SCALE)
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
ASSESSORS MAP 22 PARCEL 180
WATERPROOF/WATERTIGHT
SAND.
FOUNDATION
10' TIGHT TANK
12. INSTALLER To VERIFY THE ELECTRICAL SYSTEM
LOCUS IS WITHIN FEMA FLOOD ZONE
IS SUITABLE FOR ALARM CONNECTION. ELECTRICAL
AE (EL. 11) AS SHOWN ON
PERMIT REQUIRED.
COMMUNITY PANEL #25001CO588J
13. DEWATERING REQUIRED FOR INSTALLATION OF
TIGHT TANK. PROVIDE SILT CONTAINMENT AS
DATED 7/16/2014
NECESSARY.
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SHED LOTS 1, 2, & 3 �`�qY �O
I
\ 28,946± S.F. Ns#1
\ A /
J M
ROPOSED WORK UMfT\
�.CP1 \ UNE FENCE) ': n
a
\
Q \
.DECK a � k
EXISTING \ \ BENCHMARK:
DWELLING \ WATERGATE
TOP FNDN. \ \ so =6.87' NAVD88
\ *RAISE AND
RE-ROUTE
\ PLUMBING AS THIA
o\ v Qo SHOWN
\ �O O 730,
O
0
s 8,
X
O
00
PROPOSE UNIT LINE '•
(SILT( CE) 1 /
#6A
8
_47
14. WHEN SEWER. SYSTEM BECOMES AVAILABLE, THE
OWNER SHALL CONNECT ABANDER AND TIGHT TIGHT TANK NOTES"
TANK SYSTEM SHALL BE ABANDONED/REMOVED. /'1
AN OPERATIONS AND MAINTENANCE PLAN WILL
BE REQUIRED FOR THE LIFE OF THE SYSTEM.
ALARM TO A1591ATE AT 3/5 HOLDtNt'
CAPACITY. TANKS TO BE PUMPED AS
REQUIRED AND ALARM TO BE INSPECTED 1
TIME PER YEAR.
TIGHT TANK SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH 310 CMR
\ 15.260, AS AMENDED.
0
SUNROOM
DINING KITCHEN BATH
BEDROOM ROOM ROOM
.
LIVING
BEDROOM ROOM BEDROOM
EXISTING
FLOOR PLAN
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1j) REDUCTION OF THE REQUIREMENT OF A 12 INCH
SEPARATION BETWEEN THE INLET AND OUTLET TEES
AND HIGH GROUNDWATER. (12" to 0")
(PROVIDE WATERTIGHT BOOTS)
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to state and Local septic variances.
.Board of Ilealth reofew and approval is required for
any future ad,Iitiocinovalions/:Iterations to
sewage facilities and/cr structures/dwelling.
_Yarmouth Health Department
APPROVED
JI #L10Z
Name Date
TITLE 5 SITE PLAN
OF
31 BAYBERRY RD.
WEST YARMOUTH, MA
PREPARED FOR
YANA VILENCHIK
HEALTH DEPT.
OCTOBER 12, 2021 (DE -WATERING NOTE)
I Scale 1"=20'
'? tH oFr' ,_ 0
OP
L--Jmmom --- _1111111111111111L F�
DANIEL cs. =' ``� 0 10- 20 30 40 50 .FEET
LIViL iI dd;;io A m,°i dl 4'U C
M1�OJ;t A
\\ ;� _ �c. ; off 508-362-4541
z\ esslo \ Ems° / ' fax 508-362-9880
V'S lam, r:U?; 1, 1�5 c�. r-�,\FSc`
downcape.com
d0lYO cspe eaglr�eering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575
21-208 VILENCHIK.DWG