HomeMy WebLinkAbout26-205 Lussier T5 Site Plan 7-10-26 bwNOTES
LEGEND
EXISTING CONTOUR
X $�
EXIST. SPOT ELEV.
--[991---
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
Y
TEST HOLE
2�
SLOPE OF GROUND
�z
UTILITY POLE
FIRE HYDRANT
WrF_ WT ALL SYMBdLS WAY APPEAR IN DRAWING
2" MANIFOLD
2" PRESSURE
LINE BACK
TO PUMP _A -
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
(SEE NOTE 15) \
ACCESS COVERS TO YWTHIN a OF FIN. GRADE }�
SYSTEM PROFILE 4" SCH40 PERFORATED PVC DOWN TO 1. DATUM IS NAW 88
SAND AT BOTTOM LEACHING FIELD, 2. MUNICIPAL WATER IS
(NOT TO SCALE) PROVIDE 4" THREADED COVER AND 4" VENT, PERF. EXISTING
CHRISTY G03 CAST IRON ACCESS RUNS ABOVE 2"
PROP. WATERTIGHT COVERS TO GRADE PORT H-20 CONSTRUCTION. PROVIDE CHARCOAL FILTER 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
ALL SYSTEM COMPONENTS SHALL BE AND INSECT SCREEN
MARKED WITH MAGNETIC TAPE OR DRILL LAST HOLE IN EACH r 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE QUICK DISCONNECT &BALL LATERAL ON TOP TO VENT FEMALE ADAPTOR &THREADED PLUG TO BE AASHO H-19-
VALVE FOR PUMP AIR WHILE LATERAL FILLS 2.0"0 THREADED END CONNECTION
1 MINIMUM .75' OF COVER OVER PRECAST L-1 15.6'-16.2'1 2X SLOPE REQUIRED OVER SYSTEM ]\' S
5--16.3CH 40 PVC 5. PIPE JOINTS TO BE MADE WATERTIGHT.
16.1
PRECASTI(Mi° WATERTEST D'BOX , , 15.37' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
2'a FOR LEVELNESS ORIFICES _--
_ INV. IN 13.64' NO LOW POINTS INV. 15.2' 310 CMR 15.000 (TITLE 5.)
1O" Y 14" 1flfl0 GAL. H- IO S " PRESSURE LINE `� "~ °$ ° 008° o
TEE **EXISTING TEE .L _ _ _ _ce _ __ _ __ _ ° i 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
' FLOAT 440 GAL.+ SLOPE TD pRAIN BACK TO PC 2" PRESSURE LINE E °------°� °-I BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
SEPTIC TANK 13.6'f* SWITCH ALARM ON RESERVE 2.0" INVERTS LEVEL AT 15.2'
SETTINGS: PUMP ON 0.25" WEEP HOLES BOTTOM LEACHING LEVEL AT EL. 14.7' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
CHECK VALVE 2" CENTRAL FED MANIFOLD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
5" WORKING RANGE 6" PITCH TO DRAIN BACK TO CONNECT ENDS WITHOUT INSPECTION BY BOARD OF HEALTH AND
. r, .. s . :.....: MYERS SRM 4 ' `' °pDDDDDD DDDppDp°pDpDpDDDDDDDDDDp°pDDpDp1 5" PUMP CHAMBER- NO LOW SPOTS. 3 0PERMISSION OBTAINED FROM BOARD OF HEALTH.
°°°°°°°°°°DD°pp°°°°°°°pD°° SUBMERSIBLE 4/10 HP PUMP
o D PUMP OFF 12" SYSTEM (OR EQUAL) 3/4" TO 1 1/2" DOUBLE WASHED STONE lO. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
ZABEL FILTER DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
/� OUTLET
O66QOQDpODODOQOQD�D6OpD�D�O0D0D�D6D60�D00�4000D00000D��
(A1HD0) V411 L1 p°p°p°p°O°O°D°O°D°O°°°p°O°O°ODD°O°p°°°°°ODODD°p°p°ODODOSIDE ELEVATION VIEW UNDERGROUND &OVERHEAD UTILITIES PRIOR TO
TEE W/EXTENSION 6" CRUSHED STONE OR MECHANICAL--- 21-0 Dap°nDODgDOD;popg°;° °oDgDgDnpgp6pdD4Dg g°gpgpg000� COMMENCEMENT OF WORK.
(SEE NOTE 17) COMPACTION. (15.221 [21)
ADJUSTED GROUNDWATER EL. 11.7' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
GROUNDWATER EL. 10.3' REMOVED BENEATH AND 5' AROUND THE PROPOSED
I'? _X SLOPE)
EXIST.
FOUNDATION- SEPTIC TANK
3'
WATERTIGHT WATERPROOF
PUMP CHAMBER
7'
(SEE NOTE 16)
BUOYANCY CALLS:
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
**INSTALLER SHALL CONFIRM
MINIMUM SEPTIC TANK SIZE AT
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
1000 GALLONS AND
ITS SUITABILITY FOR RE -USE. REPLACE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
WITH 1500 GALLON
SEPTIC TANK APPROPRIATE TO SITE
H-10 1000 GAL. PC WEIGHS 8,240
CONDITIONS IF NOT
SUITABLE
4.83' x 8.5' x 2.64' X 62.4 - 6,764 LBS UP (OK)
INSPECTION PORT 20
30.0' CAP (TYP.)
5.0'
i�
2.5' cV
0
ui
71
0
6
N
-.
LEACHING DETAIL \b VENT
(SCALE: 1 "=10')
0
25 5o 75 100
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
TOWARD SITE EXCAVATION
2" X 2" X 36" WOOD POGT
8' MAX. C.C.
MIRIFI SILT FENCE OR i
WOOD STAKE
WD. POST
PLAN VIEW
V0 COIR FIBER WATTLE NTS
METHOD FOR JOINING SILT FENCE SECTIONS
POSITION END POSTS TO OVERLAP AS SHOWN
ABOVE, MAKING CERTAIN THAT FABRIC FOLDS
AROUND EACH POST AT LEAST ONE TURN r�
NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE
TOPS OF POSTS WITH CHORD OR WIRE TO
PREVENT FLOW -THROUGH OF BUILT-UP
EXCAVATED TRENCH SEDIMENT AT JOINT.
COMPACTED BACKFILL
NOTE:
1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER
CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE.
2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON
DOWNSTREAM SIDE OF FENCE.
3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH.
BACKRLL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE.
4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE
TEST HALE LOGS
FENCE LINE.
ENGINEER: PHELLYP T. TONIAL, SE #14955 SILT FENCE INSTALLATION
WITNESS: BARRY LEWIS 1 " = 1' 0"
DATE: 6/17/2026
PERC. RATE = < 5 MIN/INCH
CLASS I SOILS ® UNSUITABLE SOIL
ELEV. ELEV.
0" 14.45' On 14.45'
A
LS
1OYR 4/3
16"
B
LS
1OYR 6/6
38"
C1
FS
2.5Y 6/3
108"
t, 2
SiL
2.5Y 7
WORK L1
LINE SIU
FENCE
2. The proposed sewage disposal system shall meet the applicable
Title 5 wetlands setbacks as set forth by the Health Department.
3. A work limit line shall be established with Erosion Controls (Le
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 applicant's
responsibility to implement and maintain appropriate and 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 from the job site shall be disposed of at a
location approved by the Conservation Administrator or in a covered
dumpster. No debris shall be allowed In a Wetland or Waterway.
7. Washing of equipment/tools 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.
3'� 9. The cesspool is to be pumped dry, the connection broken, and filled
132" ` 3.45' 108" 5.45' with clean sand.
10.Any area that is disturbed during construction shall be revegetated
GROUNDWATER ENCOUNTERED Ce➢ 50" EL. 14.45' immediatelPermanent ystab I stabilization shall or as soon rbe carried out as the in season inorder to minimize
erosion.
DCE #26-205
11171
A Y
LS 1. A hard copy of the plan shall be provided to the Conservation
1OYR 4/3 Administrator for review. An electronic copy of the final plan shall be
18" provided to bdirienzo®yormouth.ma.us
B
LS
10YR 6/6
11.3' 30" 11.95'
PERC
C1 G-W ADJ. DATA:
FS WELL: SDW-252R
5.45' ZONE: A
2.5Y 6/3 ADJ: 1.4'
JUNE 2026
GARAGE
BATH
BEDROOM
LIWNG
ROOM
BEDROOM
1/4-0 HOLE AT 5' O.C.
ALTERNATE BETWEEN TOP
& BOTTOM OF PIPE.
EXACT DIAMETER HOLES
SHOULD BE SHOP DRILLED WITH
A DRILL PRESS TO ENSURE
UNIFORMITY. REMOVE BURRS
PRIOR TO PLACING PIPE.
LEACHING FACILITY
2.0" 0 SCH-40 PVC LATERAL
SNAP -ON
SHIELD
DRAINAGE SLOTS
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS OF THE
ORIFICE SHIELD OS200
FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE
REQUIRED.
ORENCO SYSTEMS INC14.
PH. - 348-9843
WETLAND FLAGGED BY BRAD HALL OF BLH
OR EQQUAL.UAL.
ENVIRONMENTAL CONSULTING. ON 5/29/2026.
15. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS
SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT
REQUIRED.
16. ALL TANKS ARE TO BE INSTALLED WITH WATERTIGHT
SLEEVES, BOOTS AND TANKS MUST BE WATERTIGHT.
17. ACCESS FOR ROUTINE MAINTENANCE MUST BE
PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW
MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER
INSTALLATION, INSTRUCT OWNER ON MAINTENANCE.
18. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE
SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 OAR 15.255(3).
ORIFICESHIELD DETAIL 19. PROVIDE 108' OF 40 MIL LINER AT 5' OFF SAS IN
NOT TO SCALE AREA SHOWN. TOP AT ELEV. 15.4', BOTTOM AT EL. 12.4't.
FEMALE ADAPTOR & THREADED PLUG
SCH 40 PVC
{j
(TYP. BOTH ENDS)
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BEDROOM (4) LATERALS 5' CENTER TO CENTER
SEE LAYOUT DETAIL
MIRAFI 14ON FABRIC OVER STONE
FEMALE ADAPTOR & THREADED PLUG
SCH 40 PVC
20. PROPOSED VENT WITH CHARCOAL FILTER AND
BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH
HOMEOWNER CONSULTATION).
21. 10' OF SEPARATION REQUIRED BETWEEN WATERLINE &
SEPTIC SYSTEM COMPONENTS.
22. EXISTING 1000 GAL SEPTIC TANK TO REMAIN.
LOCUS MAP
SCALE 1"=2000'f
ASSESSORS MAP 140 PARCEL 21
LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA
OF MINIMAL FLOOD HAZARD) AS SHOWN ON
COMMUNITY PANEL #25001 CO578J DATED
7/16/2014
SITE IS NOT WITHIN MASSDEP DESIGNATED NSA
SITE IS NOT WITHIN STATE DESIGNATED ZONE 11
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 10.0')
(1h): REDUCTION IN THE REQUIRED SEPARATION DISTANCE FROM THE
BOTTOM OF THE SAS TO HIGH GROUNDWATER (4' TO 3')
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH SEWAGE DISPOSAL REGULATIONS:
(3.7): REDUCTION IN SETBACK, SAS TO WETLAND (100' TO 64.7')
SYSTEM DESIGN
GARBAGE DISPOSER IS NOT ALLOWED
2"0 SCW40 PVC MANIFOLD
2" To EXISTING 4 BEDROOM DWELLING
PUMP PIT
DESIGN FLOW: 4 BEDROOMS 0 110 GPI = 440 GPD
PITCH
005 Fr/Fr MIN.
-
USE A 440 GPD DESIGN FLOW
N
SEPTIC TANK: 440 GPD (2) = 880
I
**USE EXISTING 1000 GAL. SEPTIC TANK &
5'00'
USE A 1000 GAL. PUMP CHAMBER
LLJ
En -
LEACHING:
440 GPD / (.74) = 595 SF REQUIRED
"
20' X 30' = 600 SF OK
LEACHING FIELD Eat
600 SF X .74 = 444 GPD OK
USE A 20' X 30' PRESSURE DOSED LEACHING FIELD
O
r
ENDS
APPROVED DATE
BOARD OF HEALTH MA
PLAN VIEW TITLE 5 SITE PLAN
PIPING DETAIL
38 MARINERS LANE
YARMOUTHPORT, MA
PREPARED FOR
COMPACT BACKFILL
KATHERINE LUSSIER
EL. 15.37'
KITCHEN DINING
ROOM BATH BATH BEDROOM
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2.0"0SCH40 PVC 8" TOTAL OF .75" - 1.5" STONE ORIFICE SHIELD OS200
WITH 1/4" ORIFICES DOUBLE WASHED ONLY ORENCO SYSTEMS INC
DRILLED AT 5' O.C. PH. 1-800-348--9843
ALTERNATING UP AND DOWN OR EQUAL SEE DETAIL
CLEAN COMPACTED COARSE SAND FILL
DRILL DISTAL END ON TOP. UNDERNEATH LEACHING FIELD
EXISTING
1ST Fro PLAN
LEACHING FIELD SECTION
(NOT TO SCALE)
S
NOT TO SCALE
DATE: JULY 10, 2026
Scale:1 = 20'
ssga 0 10 20 30 40 50 FEET
A. yG
2 508-362-4541
downcape.cam
down cape eagiaeerinbg, INC.
civil engineers
"7_ �,,_ land surveyors
I/) 0 SURVEY: NHO
939 Main Street (Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DRAFTED BY: PTT
CHECKED BY:
26-205 LUSSIER.dwg