HomeMy WebLinkAbout25-117 Busold T5 Site Plan rev 6-3-25 bwPROVIDE INSPECTION PORT TO GRADE
4" SCH40 PERFORATED PVC DOWN TO
ALARM AND CONTROL PANEL SAND AT BOTTOM LEACHING FIELD,
TO BE INSTALLED INSIDE SYSTEM PRkOD"FILEPROVIDE 4" THREADED COVER AND 4" VENT, PERF;� 40 MIL LINER
BUILDING. ALARM TO BE ON CHRISTY G03 CAST IRON ACCESS RUNS ABOVE 2
SEPARATE CIRCUIT FROM PUMP (NOT TO SCALE) PORT H-20 CONSTRUCTION. PROVIDE CHARCOAL FILTER
ALL WIRING TO CODE. AND INSECT SCREEN
TOP FOUND. EL. 7.7' HOLE IN EACH CAP STONE UNITS
ACCESS COVER TO FIN. GRADE DRILL LAST
PROVIDE QUICK DISCONNECT FOR PUMP FEMALE ADAPTOR & THREADED PLUG
LATERAL ON TOP TO VENT \2.0 "0 THREADED END CONNECTION 1/2" x 5 1/4"
7.0' _ AIR WHILE LATERAL FILLSSCH 40 PVC Fiberglass
MINIMUM .75 OF COVER OVER PRECAST 7.0' ' ,
MINIMUM .75 of COVER oVE RECAST 8.9 PiHns TOP OF WALL EL. 8.8'
a
6.7 RISERS (TYP )o " ORIFICES .: 2 PRESSURE LINE P� 7 8.12'
�. q: :'.'.' ' rt:•: c.. •. .4 S .. 2'� A0.iK INV. 7.95' --- -s
SLOPE TO DRAIN Bzf
•.
2 SLOPE OF GROUND6.45' 4.80 FLOA SETTINGS: ' ® o�Q ® O i P
10" EXISTING 14" ;m 10" 200o GAL / . 330t GAL 2" PRESSURE LINE - -- - - -----------------�----- -I
TEE 1000 GAL. TEE*5.45' TEE sT�Pc RESERVE
UTILITY POLE m SEPTIC TANK* ALARM ON _
. 2.0'° INVERTS LEVEL AT 7.95' �-- 5.0' Dr'
...: :. GAS BAFFLE :::
5.®5' :a 697 GAL. q� Shore
FIRE HYDRANT < . COMPONENT as PUMP ON BOTTOM LEACHING LEVEL AT EL. 7.45° Uth
ZABEL FILTER 6 " e 2" CENTRAL FED MANIFOLD GROUND EL. - 7.0' o
NOTE ALL SYMBOLS Y APPEARIN DRAWING WORKING RANGE
(Al(A1800) f9 PITCH TO DRAIN BACK TO CONNECT ENDS
Nantucket
OUTLET TEE W/EXTENSION ti• 1,447 GAL. COMPONENT 5 PUMP CHAMBER- NO LOW SPOTS. 4.0'Sound
4' LIQUID LEVEL 12 PUMP OFF N
3/4„ TO 1 1 /2" DOUBLE WASHED STONE
4.. ..
THE INSTALLER SHALL VERIFY THE
"INSTALLER SHALL CONFIRM MINIMUM SEPTIC SIDE ELEVATION VIEW
Por,%o
00 0 0 0000 o WEEP HOLE
F ALL UTILITIES AND ALL TANK SIZE AT 1000 GALLONS AND ITS 000000000000000000
LOCATIONS 0 SUITABILITY FOR RE -USE. REPLACE WITH 0 0 0 0 0 0 0 o CHECK VALVE
BUILDING SEWER OUTLETS AND
1500 GALLON SEPTIC TANK APPROPRIATE TO MYERS SRM 4 ADJ. GW EL. 3.45' (TH-1) SCALE 1"=2000'f
ELEVATIONS PRIOR TO INSTALLING ANY SITE CONDITIONS IF NOT SUITABLE SUBMERSIBLE 4/10 HP PUMP
PORTION OF SEPTIC SYSTEM 6 CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2]) SYSTEM (OR EQUAL) ASSESSORS MAP 33 PARCEL 290
(ON BLOCK)
EL. 11 AE
LOCUS IS WITHIN FEMA FLOOD ZONE ( )
AS SHOWN ON COMM
UNITY PANEL #25001CO589J
(5.i
�?� SLOPE) DATED 7/16/2014
DUAL c BUOYANCY CALLS.
COMPARTMENT
a LEACHING 2000 GAL. DUAL COMPARTMENT TANK WEIGHS 20 500 LBS
FOUNDAI"ION EXIST, SEPTIC TANK 7 SEPTIC TANK/ 13 .FACILITY H-10 SITE IS NOT WITHIN MASSDEP DESIGNATED NSA
PUMP CHAMBER 2.98 x 12.8 x 6.8 X 62.4 = 16,186 LBS UP (OK)
DESIGN:NOTES
_ 1 DATUM IS NA
ORIFICE SHIELD OS200
88
- NC° . MUNICIPAL WATER IS I T 2 _.�
GARBAGE DISPOSER IS NOT ALLOWED
ORENCO SYSTEMS INC
as PH. 1 -800-348-9843 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT.
VARIANCES REQUESTED. 2.0 � SCH 40 PVC LATERAL /
OR EQUAL.
MULTIFAMILY DWELLING SIGN LOADING FOR ALL PROPOSED PRECAST UNITS
EXISTING 3 BEDROOM M 4 of
UNDER MAX. FEASIBLE COMPLIANCE 15.405.
- a a BENCHMARK°
(1h). REDUCTION IN SEPARATION TO W, 5 TO 4 I
i0 BE AASHO H-1Q
DESIGN .FLOW. 3 BEDROOMS 110 GPD - 330 GPD CONC. BOUND
�--�� , _5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 330 GPD DESIGN FLOW \ 6.0 NAVD88
SEPTIC TANK: 330 GPD 2 = 660 FIRST COMPARTMENT \� I 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Wlli-I
- ( ) ( ) I ( ; 310 CMR 15.000 (TITLE 5.)
330 GPD (1) - 330 (SECOND COMPARTMENT) I ! 1/4 0 HOLE AT 5 O.C. SNAP -ON 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
660 + 330 = 990 GAL. REQUIRED I N89®53'21 "E L` ALTERNATE BETWEEN TOP SHIELD BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
USE EXISTING 1000 GAL. SEPTIC TANK &I 105.82 YRB �9I &BOTTOM OF PIPE. „
DISC 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
( SHELL
USE A 2000 GAL. DUAL COMPARTMENT SEPTIC TANK FND EXACT DIAMETER HOLES DRAINAGE SLOTS
DRIVEWAY PAVED SHOULD BE SHOP DRILLED WITH % 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
LEACHING: � ® A DRILL PRESS TO ENSURE PERMISSION OBTAINED FROM BOARD OF HEALTH.
® UNIFORMITY. REMOVE BURRS
330 GPD (.74) = 446 SF REQUIRED X X ---- I x PRIOR TO PLACING PIPE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
I
ru"ETAIL
a X 30 - a - 450 SF OK TH 1 I YRB Dlsc
15 CDFRIFICEDIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
� / FND NOT TO SCALE UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
450 SF X .74 = 333 GPD OK #51 OHE OHE OHEI � OHE r COMMENCEMENT OF WORK. � a as EXISTING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
USE A 15 X 30 PRESSURE DOSED LEACHING FIELD \S02a 18 24 E � MULTIFAMILY � a
I 108.75 DWELLING W W W W I LEACHED FACIELITY. AND 5 AROUND THE PROPOSED
TOP TANK_ 6.7 1 w 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
1 �
�-- -------- • oo REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
20 15.2 I SEE 1 13. OWNERS ENGINEER TO PERFORM INSPECTIONS OF THE
r ,Ld DINING LIVING FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE
I NOTES >
I _ �-----_ `,16 & 17
DECK II zWALK
ROOM ROOM REQUIRED.
(n 14�. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS
Lu 15 -OPERATING POINT \\ o 00 SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT
Ld
`L 13 TDw 17. �-
REQUIRED.
z f i I
/ as KITCHEN UTILITY 15. ACCESS FOR ROUTINE MAINTENANCE MUST BE
Q ROOM PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW
w 10 REMOVE i m I LAUNDRY MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER
z TREE " ep I BEDROOM INSTALLATION, INSTRUCT OWNER ON MAINTENANCE.
L_j
o -
22.0 16. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
�- 5 I I PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE
X SOIL LAYER (LAYER C11). REPLACE WITH CLEAN MED. SAND,
SEE SHED x BATH LIVING KITCHEN BEDROOM TO MEET SPECIFICATIONS OF 310 CMR 15.255(3).
NOTE .. ROOM
0 18 BATH 17. PROVIDE 122' OF 40 MIL LINER AT 5' OFF SAS IN
25 50 75 100 X X X N89®53'21 " E AREA SHOWN. TOP AT ELEV. 8.2% BOTTOM AT EL. 4.2'f.
CAPACITY - GPM 9 126.66 , 18. PROPOSED VENT WITH CHARCOAL FILTER AND
TEST HOLE LOGS O MYERS SRM4- 10 HP PUMP ® RELOCATE 'I BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH
PUMP CURVE F / I EXISTING I HOMEOWNER CONSULTATION).
SHED BEDROOM
I �
19. EXISTING 1000 GAL. SEPTIC TANK TO REMAIN.
ENGINEER.• PHELLYP T. TONIAL, SE14955 I EXISTING
I
WITNESS.
• BARRY LEWIS � 1ST FLOOR PION
DATE. 422 2025 (NOT TO SCALE)
/ /
INCH MIN 2
PERC. RATE - < /
COMPACT BACKFiLL .on Yarmouth Conservation Conditions:
1. A hard co of the plan shall be provided to the Conservation
CLASS SOILS 3 LAT 5' TO CENTER copy P
UNSUITABLE SOIL O LATERALS CENTER
Administrator for review. An electronic copy of the final plan shall be PLAN
SEE LAYOUT DETAIL provided to bdirienzo®yarmouth.ma.us TITLE 5 SITE
2. The proposed sewage disposal system shall meet the applicable
MIRAFi 140N FABRIC OVER STONE tacks as set forth b the Health Department. EL EV. Title 5 wetlands setbacks y P OF
1 EL. 8.12 3. A work limit line shall be established with Erosion Controls (i.e
�sa 7•0a straw bales, staked falter fabric, bark mulch, silt sacks, products
0 0 °o 0 0 0 000 000 0 0 0 0 0 0 0 0000,0 '0 0 0 0 0000 ' made with rice straw, and other weed -free products or approved by
®00o O 0°O°O000 00000000000000000 0000,o0°O o 0000 �" INV. EL. 7.95
0°0°0 0 0 0°0°0°0°0°000°0°0°0°0°0°0°0°0°o°io°o°o 0 0 0°0°o the Commission.) Hay bales are not allowed. It is the applicant's
8 0°0°0°0 0 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°o°io°o°o°o°o 0 0°0°0°0
00000001� o®�®o000010®000®000®00000®00000°oo000,0000000000®�0 6000 responsibility to implement and maintain appropriate and adequate
o°o°o°o 969090909000.o.
00000000°O000000000000000O00000000000,000000000°0000 0000 ,9 ,
FILL o°0°0°0 0°0°0°0°0°0 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0 0°0 6 EL. 7.45 erosion controls measures throughout the construction process. C-%OU N N
0°0°0° o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°oo'o°o°o°o°o°o°o°o o°o -
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, o 0 0 0 0 0 0 0 /-'- 4. No work of any kind shall occur on the Resource Area side of the 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' o 0 0 0 0 0 0 0 0 . a COC1StrUCtlOn
2489 YARMOUTH, MA
2% MIN. SLOPE OVER SYSTEM 2.0"OSCH40 PVC 8" TOTAL OF .75" - 1.5 STONE ORIFICE SHIELD OS200 work limit line. This line shall be established prior to any
EL. 8.9, 4" LOAM & SEED or work.
WITH 1/4" ORIFICES DOUBLE WASHED ONLY ORENCO SYSTEMS INC
A CAP STONE UNITS DRILLED AT 5' O.C. PH. 1-800-348-9843 5• All imported fill shall be clean and not contain any foreign debris PREPARED FOR
such as cement bituminous concrete rubber, metal, trash, boulders,
LS j - „ ALTERNATING UP AND DOWN OR EQUAL SEE DETAIL >
1 2f1 x 5 1 4 CLEAN COMPACTED COARSE SAND FILL etc.
/ / DRILL DISTAL END ON TOP. UNDERNEATH LEACHING FIELD
99 1 OYR 3/1 _ i_li� � _ 6. Debris, including litter, shall be picked up immediately. Any excess
4.7 _I / Fiberglass
28 -i 111 i' / Pins material that is excavated from the job site shall be disposed of at a RANY B%.j OLD
9" COVER Diu--
TOP OF WALL EL. 8.8' location approved by the Conservation Administrator or in a covered
B -CTIONdumpster. No debris shall be allowed in a Wetland or Waterway.
ASLEACHING FIELD SE 7. Washing of equipment/tools shall be done OFF -SITE or handled in a DATE: MAY 5, 2025
LS
manner approved by the Conservation Administrator.
NOT To SCALE REV: DUNE 3 2025 HOUSE INERT GW VARIANOE\\
1OYR 5/6 9 _, 8. No equipment shall be refueled, nor shall fuel be stored within 100 F a C 1
G-W ADJ. DATA. 40 bo
COARSE SAND BACKFiLL feet of a resource area. g � ",�"i 0r �"�., �� SCCIIE: 1 "= 20'
9. The cesspool is to be pumped dry, the connection broken, and filled °
WELL. M!W-29 P P P y,
40 MIL LINER FROM TOP PEASTONE WALL _ with clean sand. ° --.,, ,. ci y.r�.N1
ZONE. A
/ t._.I_ A.
. . _ g r
TO 12 BELOW GRADE 10.An area that is disturbed duringconstruction shall be revegetated o _ �r T
ca r .,_
ADJ: 1.7' C1 GROUND EL 7.0 immediatel or as soon after asthe growing season commences. T DANPI .I_ m"° "�;!_ 4~ 0 10 20 30 40 FEET
KEYSTONE OR EQUAL RETAINING WALL UNITS y 0 . 1✓,I 1 ;a
" Permanent stabilization shall be carried out in order to minimize ,
APRIL 2025 1 BATTER PER ROW 0�1ALA �,. I:: R;.f,E,,0
M S 18 X$ SET WITH � erosion. � ,. �
FIBERGLASS PINS REQ. No 1.0 80
PERC � .. . _ r
2.5Y 6/4 6 X30 Crushed Rock or o rr 508-362-4541
ed Concrete s v
Unreinforc � ,�- downca e.com
Leveling Pad req.
049
9099 -0.58 .�.. s
"
B civil engineers
i
GROUNDWATER ENCOUNTERED ® 63 EL. 1.751 RETAINING WALL U lu � lend u�'V,j�®/'
NOT TO SCALE -1_
�-
939 Main Street (Rfe 6A) SURVEY: NHO
DATE DANIEL A. OJALA P.E. P.L.S. YARMOUTHPORT MA 02675
DRAFTED BY: PTT
' ' CHECKED BY:
25-117 BUSOLD.DWG