HomeMy WebLinkAbout40.84.2 - Site and Septic PlanTOP OF Raise covers to within 0" of
STANDARD 1°IO.TEs'
FOUA'RATh7rt' finish glade install users as needed
EL 16.5 1) THIS PLAN IS FOR THE INSTALLATION / REPAIR OF A SEPTIC SYSTEM.
_ 4 Obs Port
r .2) ALL INSTALLATION PROC,DT1Rla'S AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
15.0 14,0 GROUND SURFACE EL__ 12 O __ H/Screw Cap
TITLE $ AND THE TOWN OF ,_.--YQrmOuWh _____ SUBSURFACE. DISPOSAL REGULATIONS.
3) DETERMINATION HAS RETS, MADE AS TI COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
OR ZONING REGUI.,ATIONi
Ctrltec 1410
y Overall j 4) THIS PROPERTY IS 61RWCED BY TOWN WATER
Filter Cover Height 15 Mn
11.80 „ TOP EL 1
0. B � � 6) THERE` ARE NO KNOWN Nt'LI,.S' WITHIN 100' OF 77IE PROPOSED .SOIL ABSORPTION SYSTEM.
2 MIN- 3 MAX 1 = 10.8 6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO B'ITHIN 6" OF FINISHED GRADE
IN VERT EL �4 ¢r, 3",eff 7) ALL SYSTEM COMPONENT, SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
Existing 10" 1 Her ht
11.10UPON OR ABOVE THE C0117 ONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS,, INSPECTION
0s INV EL Level Bot El = 10.1 Le vel L�Z7" G OIr REPAlIr11..30 24 Mtn PUMPINIn all 0 4 0OVE A SOIL ABSORPTION
INVERT EL Overlap B) NO DRIVEWAY, PAR%4NG h TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABFilter+ 10.55 B NE W_rProposed 10.40 SYSTEM, EXCEPT WHEN YFNPING HAS BEEN PROVIDED.
Cid piRf�(� o o BOTTOM EL
INV EL 1t? 35 �r FACILITY � � 9) SEPTIC TANKS,• GRRASP !RAPS, DOSSING CHARPERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6 STOJVE BASE
INV' EL PROPOSED LEACHIN � �
6 STONE BASE
INVERT E LT o RNSURE STABILITY Allr) PREVENT SETTLING
Proposed H-20)'
Nine 4 -0 x (9' -0 x 8-112"
p ( ,; ,> � 'ti 10) OUTLET DISTRIBUTION LlrIL;S' SHALE REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH.
S = 0.02
D - Bow` Cultec C,4 Panels tC� 11) ALL SY5T&M COMPONENT,.> .SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
Proposed Two (2) Rows- one (1) row of five units EL 5.0 Ad • r`rd We ter or DRIVEWAYS OR PARKAG OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS' SHALL BE"'USED
.
10.5' p .(H-10 ,�rj' 0.01 and one row of four Chits No Stone) ) NES LL N F.R DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
1, 50( :Gal S'ep tI c .+ a nk S 0.02 ( Sol] Test ,� 1 12) ALL BtTILDING SEWER LI SHA HAVE AN N
EL 3 0 tel. 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
2d Obs Ord Water
Soil Test , .1 14) IN THE AREAS OF EWA PITIOM EATS'TING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
15) IF SOILS ARE ENCOUNTEWED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
Vie �jr _ Cross Section EL 1.0 Bot Test VATIOM HOLE LOG CONTACT EAS SURVEY INC. AND TOWN BOH BEFORE PROCEEDING.
Plan THE DEEP OBSER
N.
N75 4" Obs Port Soil Test # 1
w/screW cap to grade 16) CONTRACTOR TD VERIFY iOCATlON OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION
1 y`r96"
r--�•w 40- 17) CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
�-Cul I e c C 4 o I es
48 F17te e 410 TO EAS SURVEY, INC AND r1WN BOH FOR REVIEW AND APPROVAL
7 FllEereloth
DEC 1 CULTEC. 410 FILTER CLOTH MUST BE UTILIZED TO
4 209 1 x 1.) �f 16) CONTRACTOR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST
LEGEND
__.__„ � �� � MAINTFIN CULTEC PERFORMANCE STANDARDS
_ � 24 -� 46 HOURS PRIOR TO INSPECTION(.S).
Line 4 T O o 0 0 2) MINIMUM OF 24 " OVERLAP BENEATH BEGINNING CULTEC
Easement L1 liy:A, _ / 19) MAGNETIC TAPE 710 BE PLACED OVER ALL COMPONENTS ACCESS POINTS
50' Off BVW - "` - 3" Eff. J C4 PANELS TO HOLD ,#410 FILTER CLOTH TO ACT AS SPLASH
- - - - - GUARD AT ENTRY INVERTS
1170 Off Bll1Y �ffin ,E4" Overlap at end Mm 24 Overlap at end '' ..
6-1
Bldg Setback - - - - - - ` 'f panats prior to backfill of panals prior to tackfru 3.) FILTER CLOTH TO BE INSTALLED SMOOTH TO RIBBED SURFACES
?or Splash Guerra'
Work Limits -'T'-'- OVER CULTEC C4 PANELS, CONSULT MANUFACTURORS IfFPID�ALER POR
100' Riparian Zone - - -
PROPER WIDTH AND LENGTH SIZING AND OVERLAP
200' Riparian Zone -- ONE 4" DIA PORT TO BE UTLILIZED WITH 4. DIA PVC PIPE INSTALLFDD
BVW Flag °i2 FROM BOTTOM OF SAS (FIRST 10" PERF) TO COUPLE AT TOP 0L PANEL AND
Wetlands EXTENDED :WITH SOLID PIPE TO GROUND SURFACE CAPPED WITH COUPLE AND
_ SCREW,, TOP LOCATED AT CENTER OF LAST PANEL Plan References
Flood Zone P1 Bk 627 Pg 45.^Lot 1
t0
cB/Dx 4.) BACKFILL WITH NATIVE MATERIAL OR 2 MIN PER INCH P)P1?C SAM
0.
EXCAVATION NOTES
'd 1) EXCAVATE ALL MATERIAL AROVE `SOII, HORIZON C (SEE DEEP OBSERVATION
ca/Dtl
HOLE LOG) AT APPROXIMATE ELEYATIDN 9. 7 FOR A LATERAL DISTANCE OF 5'
/ -WHERE POSSIBLE) IN, ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA.
13 2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
+ / G06' \ MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL
CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5.
3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT
i OF FILL INTO THE RETAINING STRUCTURE
'/Z ,' 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY.
�
Bordering ,
4 Ye eta ted - ` flr NIT lr)
Wetlands ss i' .' 3 Johnston i
Deed Bk. 1901 Pg� 305 ry
6
Bvp o 1 �ASEMk'NT „A„ o, P
e 2,373E Sq. Ft. o rr7
BPW
mo lJ 4f1 z
o. .' t \ \ t Pl. Bk 20 Pg 15
'� t <n W r %rrt 2
P1 Bk 20 Pg 15 Lott
Zone: R-25
Min Area 25, 000 Sq. Ft.
Min Frontage 150'
Setbacks
Front 30'
Side 15'
Rear 20'
Co verage
Max Coverage 57
Prop. Co verage 69
ems Map' Ref.
15 0005 D
Zone A13 7/02/92
Ele v = 9.0
Note.
Wetlands depicted as delineated and approved
by the Yarmouth Conserva tion Commission
1e�y 50 rN '� Existing Septic Area 358 GPD Provided 330 GPD Required =26 GPD Reserve on or about September 4, 2008 as shown on a
�b �'- t As depicted on Septic As -Built -- `�-- 9 - Plan of Land prepared by Terry A. Warner, P. L S.
��•(1 Propa,§ed 'o P dated June 30, 2008.
�0.0 Wader.. 6N ._. - % F2 s ,)Qt It ir\
Jro1� Lihe -6 • (0.$) d (� 1 ott t
,o
P5 14
0poG cf
QQ t ,
:' � ��'• � Se,�tic�7ank \' i ' rte; <:
rop�sed \ cn
D -lox tv c7
NOTE.. ) n
ISLOATED WETLANDS DETERMINED BY THE (10.6)
YARMOUTH CONSERVATION COMMISSION ON t
OR ABOUT SEPTEMBER 4, 2008 UNDER 1 Area \ t f
YARMOUTH REG. SEC. 3.02(2)C AS SHOWN ' W6 t '
AND APPROVED ON A PLAN OF LAND tBldg X144
PREPARED BY TERRY A. WARNER, P. L S. 5
DATED JUNE 30, 2008 F.K Tag Bali Isolated �7 14
El = 12.77 Wetlands (7B _ 15! 0' iC
743± SF
Yarmouth Wetlands Regulations, Section 302(2)c states.,
A minimum size of 3000 square feet is required for vs v 10
Ir jurisdiction under these regulatioi. is 4e lb.., (edJ ,
- ,L - , fa Proposed
.The area of each of the two wetlen�� is na '.d � 88, 0� � � 12 I p ��y I
substantially less than 3,000 square yeet. t - I Proposed II tpece I a 1 SAS
" 3 Bedroom 1,_10- 1
1
0 a
la 14 House
TCF = 16.5 I� •� 0' Min
6etlands ' fvD I'
7191 SF FoaadetJo f _9-ff J� �p
BW
11 'Test, r'
L_ _rB-Q'- V1, 0)
_ n ' C j
P OBSERVATION
HOLE LOG
Test 'Hole #1
(EL 11.5 f)
;F
Dg.ptt,h
lIn
ft)..
Soil
Horizon
Scil
Texture
Soil
Color
Other
(USDA)
(Munsell)
o - 7"
10.9
A/E
LOAMY SAND
IOYR4/1
ROOTS
-19"
9.7
B
LOAM}' SAND
10YR6 6
/
ROOTS
19" 52"
7.2
Cl
COARSE SAND
2.5Y7/4
52" 126"
1.0-
C2
FINE -SAND +
2.5Y6/1
Deep Obs Hole Date: 10/29108
Soil Evaluator: SWEPTSER ENGINEERING
Witnessed By: A. VON HONE
.Pere Rate: < 5 lflVIIN 0 42"
Soil Survey Description: CAR4'FR -
Geologic Material: sLAC:L oUTWAs)f MORPAINE
Depth to Standing Water. t02" :,EL = 3.0 -
Depth to. Weeping. Nater. NA _
Depth to Mot.tling(Color): NA
Est Seasonal High GW: EL = 5.0 -
- USGS Observation Well: NA
Date of Last Measurement: NA -
Comments:
DEEP OBSERVATION
.SOLE LOG
Test Holt #2
(EL 11.6 ` )
Dg.ptt,h
lIn
ev
(ft)
-Soil
Horizon
Boil
1'eaturQ
gOff
Color
Other
(USDA)
(Munaell)
o - 7"
10.9
A/E
LOAMY SAND
io m Ili
ROOTS
7" - 22"
9.7
B
LOAMY SAND
10YR616
ROOTS
22" - 54"
7.0
Cf
COARSE SAND
2.6Y7/4
54" - 120".
1.5
C2
!'INE SAND
2.5Y6/f
Deep Obs Hole Date: 10/29AS -
Soil Evaluator SWEETSER ENGINEERING -
Witnessed By. A VON ROAT
Pere Rate: < 5 MIN/IN 0 4.211
Soil Survey Description: CARVER -
Geologic Material: GLACIAL etWASH MJRRANP
Depth to Standing Water: 102" EL = 3.0
Depth to Weeping Nater: NA
Depth to itottling(Color)• NA
Est Seasonal High GW. EL - 6.0
USGS Observation Well: -NA
Date of lAst Measurement. NA
Comments:
Site &a Sep tic _11 -1/0 --in
in
Yarmouth, MA
Located At
4 Winslow Gray Road
West Yarmouth, MA
Applicant
Alex Grz bko
248 Old Wharf Road
Dennisport, MA
lnikare O SOi� Teat �` 6• r>3 -
2 SCALE. 1 �I _ �D ' DATE'' November 18, 2008
Bordering 0 iv ✓z n �c> o»"n N
i Vegetated z - °Ize .� o� Ni REV December 17, 2008
Wetlands. (B.o) N N 41 X9.7) ✓ �� Tg " (us) t�
�1 _ ys LOCUS MAF' REV. September 16, 2009
4 4 c� 5 1,01 Q7
avy C'N T. S. PREPARED BY
B5. � � �' o ,Silt �1 :) e Exca va tion �°l o LOCUS / z" 0f �'Ss o o$�`?� Ss'Oti A &' M Land Services
rrot hates eowARD
618 Main Street Unit 3
o �9 •� • 160 0 6,2, o �t� Pond 10 No. No,ao West Yarmouth, MA 02664
N/F evs e 6QaN (9. ?I / �i pO^ p 1 GreTE� C
Town of Yarmouth In"r � M � S � ,� ,� / FS, rs � a N Rh. (508) 737-1777 Email. anmlandC)comcast. net
Deed Bk. 13420 Pg. 67 / (s. o) Lo %�q av► lg A 8Al t �; Ah1��� �� / to 2 Q9 � ldl�a GRAPHIC SCALE
PI Bk 368 Pg 76 f s� Upland Area 16020± Sq. Ft. Mains I Rou �,
20 0 to 20 40 60
Welland Area k'471i• SO. l't.
�.
N/F Total Area It491f Sq. Ft.•
To"72 of iarmouth
Deed Bk 3617 Pe -e 264 IN FEET)
/ 1 inch = 20 ft.
a2 9lE PI Bk 366 Pe 78 r J a i D,.g g 5074. dwg
i