HomeMy WebLinkAbout7 Stone Avenue Site Plan of Landj
INSPECTION PORTS FOR
9' MINIMUM COVER -
UNIT TO BE BROUGHT ACCESS COVERS MUST 8B I-1/4" PERF PIPE MEN' 2' OF
TO F S l GN CR 1 TER .l A
TO W/6
FINISH GRADE TO FINISH GRADE ' HALF PIPE PEASTONE CLEANOUT INVERT ELEVATIONS:
DE
ecoirER TO BE vcacfD SEE DETAIL
9l THIN 60' OF FAST UNIT VENT UMBRELLA FINISH GRADE INVERT AT BUILDING: 4.25 DESIGN FLOW:
IB• MIN 9.2 HIM. 2 : 6.5
INVERT IN SEPTIC TANK: 4.05 4 BEDROOMS AT IID G.P.D. PER
GEC CB/DISK FND CLEANOUT INVERT OUT SEPTIC TANK: 3.8 4BEDRM EQUALS 400 G. P.D. -
REINFORCED CONCRETE 2-45•
D 4 RETAINING WALL TO BE OR Sw££ INVERT IN PUMP CHAMBER: 3.75 !
4 D1AM P P J. FAST 0. 4..P. 0 0 0.d. FACED WITH A STONE VENEER �B �J'�-3. INVERT IN LEACH FIELD: 8.0 NO GARBAGE GRINDER
,UNIT - 2 SCH 40 PVC qo oog0000 0 o e ° e e o AND/OR HIDDEN WITH A ROW -
BOTTOM LEACH FIELD: 7.5
4.25 3.8of sx9ves OR BURIED. HIGH GROUND WATER: 2,5 SEPTIC TANK REQUIRED:
3' MANIFOLD -8.0 90•
0 0 7/4' VENT HOLE
OQ.,-
4. 0$ * 3.75 7 5 s•a+ TEE I-//4 LATERAL OBSERVED GROUND WATER: 1.9 440 GI P.D. X 200x - 880 GAL.
3/4' - 1 //2' DIA.
40 MIL POLY 3- MANIFOLD l/4• PfRFORATfON IN CROWN OF PIPE
DOUBLE WASHED STONE VAPOR BARRIER
SEPTI' TANK PROVIDED: /500 GAL. MIN...
I' DIAH INSPECTION PORT
-1500 GAL H-20 PUMP CHAMBER 1- BOTTOM OF TEST BORING v2: -17.1
H-20 SEPTIC TANK !ll��� OBSERVED SOIL ABSORPTION SYSTEM REQUIRED:
WATERTIGHT AND z.5 uIN s MIN 6' SCNED 40 PVC FG -9 HIM DESIGN PERP RATE C 5 MlREINCH
FAST READY FACTORY WATERPROOFED 20'x 30' _ GROUNDWATER. EL-!.9 HALF PIPE UMBRELLA
WATERTIGHT AND LEACH FIELD _
FACTORY WATERPROOFED 6' CRUSHED STONE OR [--_------____ - ° _--:3 1T Be4o SOIL TEXTURAL CLASS
lT-- EFFLUENT LOADING RATE - 0.74 GPD/SF
COMPACTED BASE s.9 I " "" Q' ` �l 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
!-I/4 LATERAL o' 9' LAYER OF J/4•-/ //2 DIA
PROF l L E :NOT To SCALE L _ _ _
o DOUBLE WASHED STONE _ BOTTOM•7.5
PROVIDED: 20'x 30' LEACH FIELD. 6' DEEP
AREA L 600 S.F. x 0.74 - 444 G.P.D.
GENERAL NOTES: BOUYANCY CALCULATIONS:
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION SEPTIC TANK DISPLACEMENT - (2.5-(-0.7) x 11 x 6.17 - 217 C.F. -per SOIL TEST P II T DATA
OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING 217 C.F. x 62.4 0/C.F. - 135400. H-20 TANK - 21230¢ OK y s.0
INDICATES V INDICATES
PURPOSES ONLY. - PERCOLATION _ OBSERVED
PUMP CHAMBER DISPLACEMENT - (2.5-(-1.0) x 9 x 5.25 - 165 C.F. N TEST :i GROUNDWATER
2, VERTICAL DATUM IS NGVD. FOR BENCH MARKS 165 C.F. x 62.4 0/C.F. - 102960• H-20 TANK - 145000 OK '�
SET. SEE SITE PLAN. m TB v/
2
�+ TB 02
3. LIMIT OF WETLAND VEGETATION WAS DELINEATED c �% 0- HORIZON TEXTURE COLOR 5 2 0- iHORIZON TEXTURE COLOR 5 2
BY HAMLYN CONSULTING, LIMIT OF COASTAL DUNE
WAS DELINEATED BY ENSR. VARIANCES REOUI RED : FILL
•r. I
4: ALL CONSTRUCTION METHODS AND MATERIALS AND FILL 40 1,9
TITLE 5. MAXIMUM FEASIBLE COMPLIANCE
MAINTENANCE OF THE SEPTIC SYSTEM SHALL SECTION 15.21/:(1) MINIMUM SETBACK DISTANCES 40. / 9 -
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS. 10' 1S REQUIRED BETWEEN THE SEPTIC TANK AND THE PROPERTY LINE. 8' IS PROVIDED.
A 2' VARIANCE 7S REQUESTED. !0' IS REQUIRED BETWEEN THE PUMP CHAMBER AND �
PEA T
5. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER THE PROPERTY LINE, 2' IS PROVIDED. AN B' VARIANCE IS REQUESTED. l0' IS Bvw.l1 �\ By MAG NAIL SET 18B -10.5
AREAS SUBJECT.TO VEHICULAR TRAFFIC OR GREATER REQUIRED BETWEEN THE PUMP CHAMBER AND THE CELLAR WALL. 5- IS PROVIDED, A 5' 1/ PEA T Cl COARSE
9/19/1002. EL-5.49 14B COARSE 2. SY SAND
/ 7. ! 200'
THAN 3' IN DEPTH SHALL BE"'CAPABLE OF WITH- VARIANCE IS REQUESTED. /0' IS PEOUIRED BETWEEN THE SAS AND THE PROPERTY LINE. ��� II.S
STANDING H-20 WHEEL .LOADS. q' !S PROVIDED. A 6' VARIANCE I$ REQUESTED.
/\ ! II
5.4 Cl SAND 6/1 CZ FINE
SAND
6. ALL -SEWER PIPE SHALL BE SCHEDULE 40 PVC OR TOWN OF YARMOUTH SUBSURFACE DISPOSAL OF SEWAGE REGULATIONS CB.I VEGETATED WETLAND Bvw.2 ' r 216•......................................
APPROVED EQUAL., REGULATION 3.7: DISTANCES d LOCATION, OF DISPOSAL FACILITIES �; oo C3 MEDIUM
50'IS REQUIRED BETWEEN THE SEPT'C TANK AND THE WETLAND. 45' 1S PROVIDED. Vw.9<
Bvw•9 / _
7. SEPTIC TANK, PUMP CHAMBER AND D-BOX SHALL BE '� ! _ .'' 4 216 12.B 264-'SAND
REINFORCED PRECAST CONCRETE. WATERTIGHT AND A 5' VARIANCE IS REQUESTED. /DO- IS REQUIRED BETWEEN THE SAS AND THE /Too\ lI_-- �.' j s.: 17.1
WATERPROOF. `D-BOX SHALL BE WATER TESTED TO WETLAND. 70' 1S PROVIDED TO THE TOP OF BANK. A 30' VARIANCE 1S REOUESTfO. / d Kzrc4ya Bvw.J s,2 7L_ /,�, j ®.' DATE: OCTOBER 8. 2002
CHECK FOR LEVEL WHEN THERE IS MORE THAN ONE / / 4 s � �- py TEST BY: STEPHEN HAAS
OUTLET. ' `' , U _ Toy BVW.7 / _ ;;/ ,' 4'2 �E�4 WITNESSED BY: AMY VONHONE
9a° ��\��t GGRp P£RC RATE: '(2 MIN/INCH ASSUMED !N Cl
8. BEFORE CONSTRUCTION CALL 'DIG-SAFE-, ./ .o ya �_ Bvw.6 4oP. �, yt\� /
1-688-DIG-SAFE AND..THE LOCAL 'WATER DEPT. C802 \t_ _ o0 00 ��02 �° BVw•4 .-,' S*\ / TP v/
FOR LOCATION OF UNDERGROUND UTILITIES. $ q.•�6 + �\� F 1P \ \' ��
, og� �/ / ,! 0.. HORIZON TEXTURE COLOR '
\ fE s a _ 4? -4.7 _ �4 \j UP.91 _ - 0 4, / 4 5.2
9. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE �oR ° �4 4 a �Q r evAts ;/ _ �.�/ TYJ 5 0 / / CONSER VA" T I ON NOTES: A LOAMY .
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION /_BMJ Sto` �oG�w � '-_ _r ,� .5, \+ ��-.�- / !/ SAND
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE 0 �I 0 'IN" I. ti° �h yONri i" / ' / 8 """'"""" """"'•'••"'
_s,�
o _ _ / / e THE WORK LIMIT SHOWN SHALL BE FITTED W;TH A SILT 4.5
CONSTRUCTION' INSPECTIONS: THE FOLLOWING INSPEC- _ CES POOL 4¢ c ssvo �:( �� �i - FILL
2� � - / - °v _ -/' FENCE AS REQUIRED 8Y THE CONSERVATION COMMISSION.
TIONS SHALL BE DONE AT A MINIMUM: THE FENCED WORK LIMIT SHALL CONSIST OFA CONTINUOUS. 40'
S£RTICTANK y / ,STAKED. DUG-IN FABRIC SILT FENCE. THE FENCE SHALL SANDY 1 9
1. DURING THE- REOUIR£D EXCAVATION. '� % p<1'i 'Fyb \• = // t`a \ ' \ W/FASI UVIT -•Fy `�P ' / 'G I
lOYR
°\Z e o / RA ti Gs _ / �oP tE ! // REMAIN !N PLACE UNTIL THE DISTURBED GR;:Y!'D 1S LOl+! 3!I
2. FOOTING FORMS AND.REBAR PRIOR TO POURING Al �/ °4 yO \ ! d° ,; / = +4:s yP• STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE 48 '••'""" •" "' 1.2
3. WALL FORMS AND REBAR.PRlOR TO POURING. \GR..•'t aO r \�`�/ Lc / \ \ / ,
4. FINAL INSPECTION OF SEPTIC TANK. PUMP AND rgOd 5\\\G 4 %gP�e�o/ yG ` - 8 ` DR PROPOSED
Q� /' '� CONSSUCH RV STAKED COMMISHAYBALSION.,
/F NEEDED AS DIRECTED BY THE LOAMY
• ce°4 \`� ,.• \\ _- \ y o � i� � � O // SERVATION COMMlSSION.� C2 SAND
LEACHING FIELD PRIOR TO BACKFILLING. .gip` \�\.•' 1 t_= o � '"-sF o \� ♦� `� / % 64 ............. ...
2. NO CONSTRUCTION RELATED ACTIVITY SHALL XCUR ON THE C`3 SAND RSf
,�y E - � o@- / 'P.�'y � 3 ---`�`------------ '/ / MED LOA' 2 SY '
l0. ALL UNSUITABLE MATERIAL (FILL AND PEAT! ap !,ab / \\1,• \!- , c `N� /' WETLAND SIDE OF THE WORK LIMIT. 5/1 - 0
ENCOUNTERED:BELOW THE INVERT OF THE LEACHING p\t/ i94 /a\GAP•'' rwf aq� G PUMP s,2 /! G 96' 2.8
INV-I. /y /Qo / \,a,. _ o +A t `c \��G 4 PEAT
FACILITY TO BE REMOVED FOR A DISTANCE OF 5' / //.to /\ o. _ / Fo, \y 0 \y �\ 0.5 3. STONE TRENCHES ARE TO 8E INSTALLED ALO+U THE DRIP LINE l
AROUND TO A DVM,OF 12'-16' AND REPLACED / /�H\•' r� - ITP•I I Oce � v� ,^K /' ���y•\ FOR ROOF RUNOFF CONTROL. ORGANIC
WITH SAND 1N ACCORDANCE W1 TN TITLE 5. .;,' / cBs/yPs .• /� _ ,ti 9� _ i® t �s �fw MM TER PIT L o�F
� 156 ' 7. B
'yi //!� 5.2 �0 ISLfEVE PIPE \,�
-D:(" _I/ R•E •'• '// 0� + QO' 20• LONG X08 '� \\ /// 4. INITIAL SOIL STABILIZATION WITHIN THE W1RK LIMIT DATE: MARCH 24, 1999 ,
Il. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR ,�� F, _ qN _ 2 / P� �,` s , SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR TEST BY: FLAN£RTY. STfFAN! d BRACKEN
LOCATION ONLY AND SHALL CONSTRUCTED IN ALCOR- , %�' I CD S.z CD°J LOAM AND SEED WEATHER PERMITTING, WITNESSED BY: AMY VONHONE
DANCE WITH THE DESIGN PROVIDED ON A SEPARATE,_�4.s I �/
SHEET. ',�, `�/ I G _ C°PStP ,� . .,� a e\�, 5 + �4po �0 ,
/ a� y to o ,� // / 5. ACCESS FOR DEMOLITION AND CONSTRUCTION HALL BE VIA
12. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY .;`Q� // / c� 5° F c $ yFFv '� // // THE STREET SIDE OF THE PROPERTY WITH LJ(ITED ACCESS
20'x 30' LE CH IEL Q !095 / ♦♦ \\.�`>rfi_-� AS SHOWN AROUND THE PROPOSED DWELL ING S.TE.
TO HAVE THE PROPOSED BUILDING FOUNDATION ' . o.. ..
/
DESIGNED TO ACCOUNT FOR. THE EXISTING'GRADf 9� °•4 SOIL REM AL
y SEE NOTE SCO �m �. '� }6.7 6. ALL DEBRIS SHALL BE LADED FROM THE $1 TE AS IT IS y
AND SOIL CONDITIONS AT THE LOCATION OF THE '� o
'' \ y'• = PRODUCED AND TRANSPORTED TO A SUI TABLE :OLID WASTE
PROPOSED BUILDING:. Y, '\ �� ooe F o w ! Ali\ OF
p \ \\ \ •a o� HANDLING FAC1 L 1 TY. ?®�\,�:d QF y, sti" `ea,�at
RETAINING LL v"�• ` y
13. NO DETERMINATION HAS BEEN MADE AS TO �''. \ \ ` y' aP b 0
. .. , . \ � 'y0' - pti = +
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING '.' \ \ \LaTS S. T. U &�\ "q� ;� F5.J �o = / 7. A LANDSCAPE PLAN 15 TO BE REVIEWED AND 1PPROVED BY A ^ v
4Ti!iPS`!G
'r \ _ .� AS
•+
REGULATIONS. IT SHALL REMAIN -THE CLIENTS \ r CD•s's �o� THE CONSERVATION ADMINISTRATOR PRIOR TO CONSTRUCTION. ,��. NOS I 4 1 CIVIL
lav-l.s \ UPL1D-13, 7 - F.\ , �c _ \`+fir FCt94 % �`a•35461
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL \ \\\ WETLA 6.235+ S.F. 8. REFER To ANY ORDER OF CONDITIONS ISSUEDFOR THE
PERMITS. VARIANCES ETC. FOR THIS PROJECT. - -- ----_ _ PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSER VA TION
\ TOTAL -20.000+ S.F. \--__--_ ------------- j
14. INSTALLATION OF FAST UNIT TO BE CERTIFIED BY \� r % \\ \\ CD•6 CD•9 e o COMMISSION. y�r7 I ��7
FAST REPRESENTATIVE. A YEARLY INSPECTION AND'\ y?v \\ \\ cDwe CoasrAL DUH J
MAINTENANCE CONTRACT SHALL BE MAINTAINED WITH \\ �a \\ \ \ CDP L-10i oFcb \\y/y ° t� a7
THE FAST REPRESENTATIVE. \ \\\ ��c \\ \\�P°� ,a'-4 q( ' CD.Io�
15. EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED \ cb \\ ♦ ` \
AND BACKFILLED WITH CLEAN SAND. \\9s'q� \> \\ \
S/ TE PL,A/V O� LA/VO
I
\\ o 7-7
�,
\ \ 7 S ;ONE AVENUE .
\ \ \\ MAP 20. PARCEL 30
AR"OUTH,
4c r.
`J1 \ \\\ PREPARES OR
2T DLAM
�' \\ A11ART/N RE /'LL Y
PUMP SYSTEM NOTES: 27 NAN7UCKET S TREET - HYANNi/ S . MA 0260 /
`\ I. PUMP TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SR714 4' PVC INLET COUPLING
Pvc OUTLET SCALE: / ' 2O •Cs��QI
MEacvRr Pioar
o ,
OR £Ouac. SWITCHES PEEP AUGUST / O 2007
\ 2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOYI. ALARM OH ,•,CK REVISED: SEPTEMBER 13. 2007 0EC
PBMP ON YALYE
m J. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE wlrH s.a• naw REV 1 SED: SEPTEMBER 17. 2007
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS.
PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABL£ TO POMP OFF PUMP EAGLE S U F2 V E Y I N G �EAL77{°�
' BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER n'ITHOUT 6'S
1 N C
G HAVING TO ENTER THE PUMP CHAMBER. - / ! 923 F2 O.0 t e 6A
LOCUM'' Yarmouthport MA. 02675
4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE - /� � / �` I,i 5 O S )- 362-51.32
.
POWERED 8Y A CIRCUIT SEPARATE FROM THE PUMP POWER. PUMP DETAIL :NOT TO SCALE ��ti� / III /�
LEWIS BAY USING 1000 GAL. PUMP CHAMBER 5 0 8) -4-32-5333
5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. WATERTIGHT AND WATERPROOF '
L OCUS : MAP
o ro 20 40 JOB No: 04'-097 FIELD:CFW/EEK CALL: SAH iCHECK: CFW DRN: SAH
__ �� E COPY