HomeMy WebLinkAbout83-1847a ,
LOCUS 4og
wan LEGEND
Pon
o ��a //ted Easement Line Record Owners:
� 50' Off BVW ._
� 1 i00' Off BVI' - - - - - Philip B. Johnston &Elizabeth A. Johnston
y / Bldg Setback - - - - - - - Assessors Reference
Map 40 Parcel 84
Main St. �S ( goute 28 Work Limits
100' Riparian Zone —
Deed Reference
�. 200` Riparian Zone— — Bk. 1901 Pg. 305
Q e BVW Flag —e�P VIF/
0��/ �� s Wetlands
° . - BjDx
Plan References
Olt
mt v Flood Zone �Q PI Bk 627 `Pg 45 Lot 1
�o q a6 PI Bk 20 Pg 15 Lot 1
LOCUS MAP zone: R-25
IIS T. S. BAH
Min Area 25, 000 Sq. Ft.
Min Frontage 150'
Setbacks
\ Fron t 30'
L \ Side 15'
Rear 20'
BW ,
s)
d Fs VV��r(� Johnston >.
v Borderin r
Do Vegeta to � ,' � ` i
Wetlands
B" ;' % Deed Bk 1901 Pg. 305
f4 p �`� t (10.1) Note:
m -60 ,� Wetlands depicted as delineated and approved
Vr
15
EASEMENT "A" by the Yarmouth Conservation Commission
' 1.�f 2;373f Sq. Ft.on or about September 4, 2008 as shown on a
%�A�e
�1 z ; %' P1. Bir RO PB. 15 Plan of Land prepared by Terry A. Warner, P. L. S.
zn Lot 2 dated June 30, 2008.
611
' ,' Existing Septic Area
e
> C° O as depicted on Septic As-Built
Propo§ed�
' i1 Wa terN%D
�� Lihe X9.3) (s.3) oo lFor
F/ • G 1 -t-14
til P, roposed
150{J Gal No tl c e of I.n t e n t
Septic Tan �
A-A D-Box
NOTE. - �e / � L p 1
ISLOATED WETLANDS DETERMINED BY THE n0.6) /\(1Yarmouth, MA
YARMOUTH CONSERVATION COMMISSION ON ' f ' Reser \ 7) , '
OR ABOUT SEPTEMBER 4, 2008 UNDER \ Area
YARMOUTH REG SEC. 3.02(2)C AS SHOWN ' T
I O Located At
AIVD APPROVED ON A PLAN OF LAND S i 90 FO' i' Bldg #144
PREPARED BY TERRY A. WARNER, P. LS. Isolated ' p.5 Radfus
DATED JUNE 30, 2008 F.H. ?ag Boli Netlen s 7 7.d) ' 4.0 to gn` N, `
E -12.77 7431 T to - 144 Winsl o ry Gray Road
i '
Yarmouth lVetlands Regulations, Section 3.02(2)c states. o ` r/] c y+
A minimum size of 3000 square feet is required for °'- 10.8 /Yre�T t Ya 1 mouth, MA
jurisdiction under these regulations f to , 32 f ( ) t
Y
The area of each of the two wetlands is rv�r r - 28.0 , v 1.0' 1 .,. Proposed
substantially less than $000 square feet ��S �8•� �\ 12 I I _ ; Id AGn \K A,S
Proposed 1 i ��
� Apphcan t
69 0 i 1 3 Bedroom II One i a\ �'
;� dieted House Garage I eai Philip Johnston
�s ° sF j� TCF = 16.5 1
(6 9) `
_144 Winslo w Gray Roa d
(7) 28.0 - - - ^ 14 Soil Tes
\� 6 I Bulkhead N #1
r(11.5I Kest Yarmouth, MA
r Woodo_
Deck (II:O)Dr o
mr 10 J oil Test �o
i - Borderin`q ,� 10 #2 0 DATE.• November 20, 2008
i Ve etated _ Zoae �: » o
j
Wetlands (B0) $� (g7a ���� N 14 12 m v' `�c9 SCALE' 1 _ ,2� REV. December 11, 2008
REV. December. 17, ,2008
tpol BI" Prop 153' PREPARED BY
a, as silt 1) ,
Qzy
1� ah.� ~! gyp. Fence TOta 01
&M Land 521 V1CeS
r o 0 �'�a Eo�,ARo9°yam 618 Main Street Unit 3
0 2?
16 a26 'g A. West Yarmouth, MA' 02664
f" v� 64 (97) � STONE
Town f/Yrmouth BM �' s �a� No.2S9 �~ Ph. (508) 771-5263 (508) 737-1777
Deed Bk 13420 Pg. 67 ,a (89) $t ac a mac.
aV, Lo t 1 F s T�R
PI ak. ase Pe. 7e f7 iGRAPHIC SCALE
� Upland Area 16, 020E Sq. Ft. �< p
Wetland Area 2,4714- S(7. Ft. J2�( z1 1 o zo +o eo
N/F Total Area 18,491E Sq. Ft.
Town of Yarmouth
Deed Bk. 3617 Page 264 ( IN FEET )
1 inch = 20 ft.
9G� PI Bk 366 Pg. 78
a
LOCUS 40ff -
/'Swan LEGEND
Pon/ted Easement Line Record Owners.'
50 Off BVW - Philip B. Johnston & Elizabeth A. Johnston
/ 100' Off BVW - - — - -
h Bldg Setback Assessors Reference
Map 40 Parcel 84
MR
Alain St 0°te 28 Work Limits T T
100' Riparian Zone --
Deed Reference
o�. 200' Riparian Zone --- - Bk. 1901 Pg. 305
Q y BVW Flag Ari /
Wetlands y sd Plan References
Flood Zone
Q PlBk627Pg45Lot I
� `
PI Bk 20 Pg 15 Lot 1
LOCUS MAP XCB1DH
Zone. R-25
N. T.S.
Min Area ?5,000 Sq. Ft.
Min Frontage 150'
�Q Setbacks
%6' \ Fron t 30'
Side 15'
Rear 20'
ABW
Bordering / I
0- (� AIF
4 We etat
lends ie / �� ;' rf0� To 4.Ji
/ t i Deed Bk. 1901 Pg. 305 i
�"� �) ' cj / (1o.i) r , Note:
a 6Q?' Wetlands depicted as delineated and approved
B�
EASEM" P �� by the Yarmouth Conservation Commission
016ENT "A
� 1$�
1 2,373-± Sq. Ft. r? on or about September 4, 2008 as shown on a
0. / (.�f
ei
TOP OF
FOUNDATION
EL 16.5
6.I I 15.0
11.80
INVERT EL
Existing
11.30
INVERT EL
Proposed
S = 0.02
10.5'
LEGEND
Easement Line --
50' off BVW o -
100' Off BVW - - - - -
Bldg Setback -- - - - - -
Work Limits
100' Riparian Zone - -'-
200' Riparian Zone - - -
BVW Flag °Be"
Wetlands
Flood Zone - -
Raise covers to within 6" of
finish grade install risers as needed
14.0
2 "MIN -3 "MAX
10„ 14„
q Ina 11
6" STONE BASE
Install
Tee
GROUND SURFACE
4" Obs Port
lel�'-- w/Screw Cap
Cultec #410
Filter Cover
TOP EL 10.8
11.10
INV EL Level Bot EI = 10.1
24 " Min
� m. Filter 10.55 / 8" STONE BASE
Proposed (H-16)
1,500 Gal Septic xf'ank
Ho
Tel
Plan Viejr
N. T. S.
D -BOX
(DB 3)
y y �
i
aEhr
Bordering
Vegetated
Wetlands Pry o
INV EL INV EL 10.35
INVERT EL
Proposed (H-20)
D - Box
S = 0.02 IS = 0.011
28' S
Plan Vie
N. TS 4" obs Port
40' w/screw cap to grade
I
� I
Min 24" Orerla pat end Min 24" Orerlap at end
of panels prior to backfill of panels prior to backfill
for Splash Guard
N/F r>
Johnston
Deed Bk. 1901 Pg. 305
"5 1�EASEMENT 'A" p�
.31 y 2,373-± Sq. Ft. ?
P1 Bk 20 Pg. 15
Lot 2
Existing Septic Area
'V�Propaa§ed d d� J as depicted on Septic As -Built
Wader 6� % ,
1z ,
Lihe -6 (9.$) d (9s) Ott
Pto
roposed 14 i i
\� g 1500 G
V
VVV j Septic Tank x <
N5 roposed \ / ")1 \�\
NOTE:' a D -BOX O i
15LOATED WETLANDS DETERMINED BY THE(y p.6) / 12
YARMOUTH CONSERVATION COMMISSION ON ' « Rase V
OR ABOUT SEPTEMBER 4, 2008 UNDER i vn \
YARMOUTH REG. SEC. 3.02(2)C AS SHOWN Area \ 1
AND APPROVED ON A PLAN OF LAND
PREPARED BY TERRY A. WARNER, P. LS.,' Bldg #144
DATED JUNE 30, 2008 F.H. Tag Bolt Isolated ye) 14 1p 5
EI = 12.77 - Wetlands ( I 14.0' \ i T 10 Mlo
7431 SF
Yarmouth Wetlands Regulations, Section 302(2)c states.• p s l0 M
A minimum size of 3000 square feet is required for 10 v 01 �� 20' Z� 35' 1 `
jurisdiction under these regulations. ' 4 5 Pop Deck In (108) `
The area of each of the two wetlands Is As Q' 1 L la' Min \ /
I5 ss ,r -v, Pro osed ,Y
substantially less than 3,000 square feet. 8g' ` 12 II Crawl I P
Proposed 11 specs I U 12 DSAS .'
1 3 Bedroom N ''
FP I
,N House w I_ ra= l
4�
,
w
,Yg Isolated, TCF = 16.5 1 I 20' Min ,
Wetlands 1 1 FUL I '
(6,9) \\ 719t SF , Foundaflon piro i
tny�(78) I De k
'V �[ avv j of Soil Test
E
I � 1 1 /`1
y \• 0 ' L - - 'lof-- 9' in.0) ?: , (11.5) wi
PROPOSED LEACKTN FA CIL.
Nine 4'-0" x 8'-0" xi 8-1/2"
96" Effective Length
8-1/2"
Overall
Heigh t -
Level
STANDARD NOTES
EL
1)
THIS PLAN IS FOR THE INSTALLATION / REPAIR OF A SEPTIC SYSTEM
h
TY
ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM 310 CMR 15 000, THE STATE ENVIRONMENTAL CODE,
�I
Ld
Cultec C4 PanelI i5 O
Cross See tion
N. TS.
48" Cultec 410
rFiltercloth
O O ()
3" Eff.
8-1/z"
STANDARD NOTES
EL
1)
THIS PLAN IS FOR THE INSTALLATION / REPAIR OF A SEPTIC SYSTEM
OF DRIVEWAYS OR PARNYC OR TURNING AREAS" IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
2)
ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM 310 CMR 15 000, THE STATE ENVIRONMENTAL CODE,
Soil Test
#1
TITLE 5, AND THE TOWN OF--_Yarr_nQ_Wh ----- SUBSURFACE DISPOSAL REGULATIONS.
ALL BUILDING SEWER LIN.S SHALL HAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
3)
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
EL 3.O
Obs Grd Water
OR ZONING RECULATIOR7.
THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
4)
THIS PROPERTY IS SERVICED BY TOWN WATER
15' Min
5)
THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM
IN THE AREAS OF EXCAY', T10N, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED ,AS PROPOSED CONTOURS.
EI = 10.8 6)
ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE
3" eff
Height
7)
ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
IF SOILS ARE ENCOUNTEPED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
ROOTS
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
24" Min
Bot Test
LOAMY SAND
Overlap
ROOTS
PUMPING OR REPAIR
���
8)
NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION
C2
SYSTEM, EXCEPT WHEN Vu'NTING HAS BEEN PROVIDED.
BOTTOM EL
9)
SEPTIC TANKS; GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6" STONE BASE
2.5Y6/1
Witnessed By: A. VON HONE
TO ENSURE STABILITY AAD PREVENT SETTLING.
Soil Evaluator: SWFETSER ENGINEERING
10)
OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH.
1.)
11)
ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
Cultec C4 PanelI i5 O
Cross See tion
N. TS.
48" Cultec 410
rFiltercloth
O O ()
3" Eff.
8-1/z"
E #
GUARD AT ENTRY INVERTS
3.) FLrTER CLOTH TO BE INSTALLED SMOOTH TO RIBBED SURFACES
OVER CULTEC C4 PANELS, CONSULT MANUFACTURORS REP/DEALER FOR
PROPER WIDTH AND LENGTH SIZING AND OVERLAP.
ONE 41" DIA PORT TO BE UTLILIZED WITH 4.' DIA PVC PIPE INSTALLED
FROM BOTTOM OF SAS (FIRST 10" PERF) TO COUPLE AT TOP OF PANEL AND
EXTEADED WITH SOLID PIPE TO GROUND SURFACE CAPPED WITH COUPLE AND
SCREFT TOP LOCATED AT CENTER OF LAST PANEL
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION
HOLE LOG) AT APPROXIMATE ELEVATION 7.0 , FOR A LATERAL DISTANCE OF 5'
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA.
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL
CRITERIA PUT FORTH IN SECTION 15.2553) OF TITLE 5.
3) SCARIFY THE BOTTOM SURFACE OF THE �EXCA VA TION PRIOR TO PLACEMENT
OF FILL INTO THE RETAINING STRUCTURE.
4) PLACE FILL ONLY HUHN BOTTOM SURFACE IS DRY.
HOLE LOG
EL
Adl Grd Na ter
Upland Area
OF DRIVEWAYS OR PARNYC OR TURNING AREAS" IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
Wetland Area
2471f So. Ft.
Soil Test
#1
12)
ALL BUILDING SEWER LIN.S SHALL HAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
ft)
oa
EL 3.O
Obs Grd Water
13)
THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
150'
(USDA)
Soil Test
A 1
14)
IN THE AREAS OF EXCAY', T10N, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED ,AS PROPOSED CONTOURS.
Deed Bk 13420 Pg 87
0 - 7"
1 0
A/E
15)
IF SOILS ARE ENCOUNTEPED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
ROOTS
7" - 19"
EL
Bot Test
LOAMY SAND
THE DEEP OBSERVATIOM HOLE LOG, CONTACT EAS SURVEY, INC. AND TOWN BOH BEFORE PROCEEDING.
ROOTS
19" - 52"
Soil Test
# 1
) 16
CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION
C2
C1
t e c C-4 No t eS
17)
CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
2.5Y6/1
Witnessed By: A. VON HONE
I
Soil Evaluator: SWFETSER ENGINEERING
Witnessed By: A. VON HONE
TO EAS SURVEY, INC AND TOWN BOH FOR REVIEW AND APPROVAL
1.)
CULTEC #410
FILTFiR CLOTH MUST BE UTILIZED
TO
18)
CONTRACTOR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST
MAINT41N CULTEC
PERFORMANCE STANDARDS
Comments:
24 - 48 HOURS PRIOR TO INSPECTION(S).
2)
MINIM&M OF
4 OVERLAP BENEATH BEGINNING
CULTEC
C4
P NELS TO HdLD
410 FILTER CLOTH TO ACT AS
SPLASH
19)
MAGNETIC TAPE TO BE PLACED OVER ALL COMPONENTS ACCESS POINTS
E #
GUARD AT ENTRY INVERTS
3.) FLrTER CLOTH TO BE INSTALLED SMOOTH TO RIBBED SURFACES
OVER CULTEC C4 PANELS, CONSULT MANUFACTURORS REP/DEALER FOR
PROPER WIDTH AND LENGTH SIZING AND OVERLAP.
ONE 41" DIA PORT TO BE UTLILIZED WITH 4.' DIA PVC PIPE INSTALLED
FROM BOTTOM OF SAS (FIRST 10" PERF) TO COUPLE AT TOP OF PANEL AND
EXTEADED WITH SOLID PIPE TO GROUND SURFACE CAPPED WITH COUPLE AND
SCREFT TOP LOCATED AT CENTER OF LAST PANEL
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION
HOLE LOG) AT APPROXIMATE ELEVATION 7.0 , FOR A LATERAL DISTANCE OF 5'
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA.
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL
CRITERIA PUT FORTH IN SECTION 15.2553) OF TITLE 5.
3) SCARIFY THE BOTTOM SURFACE OF THE �EXCA VA TION PRIOR TO PLACEMENT
OF FILL INTO THE RETAINING STRUCTURE.
4) PLACE FILL ONLY HUHN BOTTOM SURFACE IS DRY.
N/F
Town of Yarmouth
Deed Bk. 3617 Page 264
P1 Bk 368 Pg 78
(9.7)
HOLE LOG
'
Bdr,
Upland Area
Vega
Wet,
Wetland Area
2471f So. Ft.
Soil
Soil
Color
Other
(m)
ft)
oa
Color
Other
25, 000 Sq. Ft.
Min Frontage
150'
(USDA)
N/F
(LSDA)
Town of Yarmouth
ro r
Deed Bk 13420 Pg 87
0 - 7"
PI. Bk. 366 Pg. 78
A/E
N/F
Town of Yarmouth
Deed Bk. 3617 Page 264
P1 Bk 368 Pg 78
(9.7)
HOLE LOG
LJL
(EL = 11.5 t)
Upland Area
16,020--1- Sq. Ft.
Wetland Area
2471f So. Ft.
Total Area 18,491f- Sq. Ft.
DEEP OBSERVATIO
HOLE LOG
Test Hole #1
(EL = 11.5 t)
DQp
rev
Soil
Horizon
:'oil
Te:dure
Soil
Soil
Color
Other
(m)
ft)
Texture
Color
Other
25, 000 Sq. Ft.
Min Frontage
150'
(USDA)
(Munsell)
(LSDA)
0 - 7"
(Munsell)
A/E
0 - 7"
10.9
A/E
LOAMY SAND
IOYR4/1
ROOTS
7" - 19"
9.9
B
LOAMY SAND
10YR616
ROOTS
19" - 52"
7.2
C1
COARSE SAND
2.5Y7/4
C2
52" - 126"
1.0
C2
FINE SAND
2.5Y6/1
Witnessed By: A. VON HONE
Deep Obs Hole Date: fol"?9/08
Soil Evaluator: SWFETSER ENGINEERING
Witnessed By: A. VON HONE
Pere Rate: < 5 MIN/IN ® 42"
Soil Survey Description: CARVER
Geologic Material: cLACreL oOrwASH MSRRAINE
Depth to Standing Water: 102" EL = 8.0
Depth to Weeping Water: NA
Depth to Mottling(Color): NA
Est Seasonal High GW: EL = 5.0
USGS Observation Well: NA -
Date of Last Measurement: NA
Comments:
LOCUS MAP
DESIGN IATA
Number of Bedrooms: 3
Garbage Grinder: NO
Design Flow: 330
(110 Gal/BR/Day x Number of BR)
Septic Tank: 1, tl00
(Minimum = Design Flow x 2009) Gal.
Per DEP Title 5 310 CMR15.0 Mod.
Cert. for Gen Use of Cultec "C4" Panels
Leaching Area:
6. 7 SF/LF x 72 IF = 482.4 S
Long Term Acceptance Rate (LTAR): XO. 74
Leaching Area Design Capacity: 356 GPD
(Sidewall Area + Bottom Area) x LTAR !i
356 GPD Provided - 330- GPD Required =26 GPD Reserve
DEEP OBSERVATION
HOLE LOG
Test Hole #2
(EL = 11.5 t)
DEppth
rev
Soil
Soil
Soil
PI Bk 627 Pg 45
`m)ft)
PI Bk 20 Pg 15
Horizon
Texture
Color
Other
25, 000 Sq. Ft.
Min Frontage
150'
(USDA)
(Munsell)
Front 30'
0 - 7"
10.9
A/E
LOAMY SAND
f0YR4/1
ROOTS
7" - 22"
9.7
B
LOAMY SAND
10YR616
ROOTS
22" - 54"
7.0
Cl
COARSE SAND
2.5Y7/4
54" - 120"
1.5
C2
FINE SAND
2.5Y6/1
Deep Obs Hole Date: 10/29/08
Soil Evaluator: SWEETSER ENGINEERING
Witnessed By: A. VON HONE
Pere Rate: < 5 MIN/IN ® 42'
Soil Survey Description: CARVER
Geologic Material: GLACIAL oorwASM MORRAINE
Depth to Standing Water. 102" EL = 8.0
Depth to Weeping Water: NA
Depth to Mottling(Color): NA
Est Seasonal High GW: EL = 5.0
USGS Observation Well: NA
Date of Last Measurement: NA
Comments:
Owner of Record
Philip B. Johnston & Elizabeth A. Johnston
Deed Reference
Bk. 1901 Pg. 305
Plan References
PI Bk 627 Pg 45
Lott
PI Bk 20 Pg 15
Lot 1
Zone: R-25
Min Area
25, 000 Sq. Ft.
Min Frontage
150'
Setbacks
Front 30'
Side 15'
Rear 20'
Coverage
Max Co verage
257
Prop. Coverage
67
Note.'
Wetlands depicted as delineated and approved
by the Yarmouth Conservation Commission
on or about September 4, 2008 as shown on a
Plan of Land prepared by Terry A. Warner, P.L.S.
dated June 30, 2006
Site & Septic Plan
in
Yarmouth, MA
Located At
144 Winslow Gray Road
West Ya Tarn ®u th, MA
Applicant
Alex Grl bko
248 Old Wharf Road
Denm.sport, MA
SCALE. I" = 201 DA TF No vem ber 18, 2008
REV. December 17, 2008
REV. Sep tem ber 16, 2009
PREPARED BY
A & M Land Services
618 Main Street Unit 3
West Yarmouth, MA 02664
_18) 737-1777 Email: anmlandOcomcast. net
GRAPHIC SCALE
20 0 fo 20 40 so
I
( 1N FEET )
n! 1 inch = 20 ft.
DATES-/�-
i
Dwg # 5074.dwg
TOP OF
FOUNDATION
EL 16.5
7715.0
\ 11.80
INVERT EL
Existing
11.30
INVERT EL
Proposed
S = 0.02
10.5'
LEGEND
Easement Line --
50' Off BVW - - -
100' Off BVW - - - - -
Bldg Setback -------
Work Limits
100' Riparian Zone - - -
200' Riparian Zone - - -
BVW Flag °iVIF
We tlanCIS d
Flood Zone - -
Raise covers to within 6" of
finish grade install risers as needed
Install '
14.0 Tee GROUND SURFACE 1� 0
Cultec #410
Filter Cover
2 "MIN -3 "MAX TOP EL 10.8
10" 14
11.10
In all
� INV EL
z4 " Min Le vel Bot EI = 10.1
� Q
Filter 1Overlap
10.40
=6" STONE BASE;:
Proposed (H-10)
1,500 Gal Septic Tank
Plan View
NTS.
Harz
Tee I
.4
ejf2 ,
a /z ,
Borderin
Vegetate rr
J
Wetlands
BVIr
6 ' O '
0
3
/00
50
' b�Pro aged
INV EL INV EL 10.35
INVERT EL
Proposed (H-20)
D - Box
S = 0.02 IS = 0.01
28' S
Plan Vie w
N.T.S. 4" Obs Port
40' so cap cap to grade
i
Qi
J
Min 24" Overlap at end Mia 24" Overlap at end
of panels prior to backfill of panels prior to bac"ill
for Splesb Guard
p ,.d
Ora der' 6N 1,
N/F ,�)
4" Obs Port
w/Screw Cap
Overall
Heigh t -
Le vel ,�
PROPOSED LEA CH -TNG FACILITY
Nine 4'-0" x 8'-0" x 8-112"
96" Effective Length
Cultec "C4" Panels 5 O
Froposed
Johnston
1)
THIS PLAN IS FOR THE INSTALLATION / REPAIR OF A SEPTIC SYSTEM
1500 Gal
2)
ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
Soil
Septic Tank
TITLE 5, AND THE Tow OF --- DarmagmL&----- SUBSURFACE DISPOSAL REGULATIONS.
(ft)
3)
1Vr
NOTE.
I
OR ZONING REGULATIOgS.
1
ISLOATED WETLANDS DETERMINED BY THE
THIS PROPERTY IS SERVICED BY TOWN WATER
/
12
YARMOUTH CONSERVATION COMMISSION ON
1(10.6)
'
EI = 10. B 6)
ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE
OR ABOUT SEPTEMBER 4, 2008 UNDER
7)
ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
24" Min
YARMOUTH REG. SEC. 3.02(2)C AS SHOWN
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTIO
Overlap
(s o)
AND APPROVED ON A PLAN OF LAND
�� 1
8)
O
PREPARED BY TERRY A. WARNER, P. L S
PH Tag Boli
Existing Septic Area
Isolated
BOTTOM E L
DATED JUNE 30, 2008
EI = 1277
as depicted on Septic As -Built
Wetlands ( 7, 9)
9)
14.0'
gulefians, Section 02 (2)c states:
Yarmouth Wetlands Re3.
o
743t SF (
rw
s
10 Dli „
4
f 3000 f t is re ulred for
Est Seasonal High GW:
11)
ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
20"
N/F ,�)
4" Obs Port
w/Screw Cap
Overall
Heigh t -
Le vel ,�
PROPOSED LEA CH -TNG FACILITY
Nine 4'-0" x 8'-0" x 8-112"
96" Effective Length
Cultec "C4" Panels 5 O
Cross Se c tl on
N.T.S.
t 48 Cultec 410
rFiltercloth
Q o ,
3" Eff. J
EL Adj Grd Wa ter OF DRIVEWAYS OR PARSING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
Soil Test # 1 12) ALL BUILDING SEWER L.NES SHALL HAVE AN INNER DIAMETER OF 4" ANDS HALL BE CAST-IRON OR SCHEDULE 40 PVC.
EL a 0 Obs Grd Wa ter 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
Soil Test #�- 14) IN THE AREAS OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
EL 1 0 15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
Bot Test THE DEEP OBSERVATIOM HOLE LOG, CONTACT EAS SURVEY, INC. AND TOWN BOH BEFORE PROCEEDING.
Soil Test # 1 16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION
Cul tee C-4 X0 t e5 17) CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY, INC AND TOWN BOH FOR REVIEW AND APPROVAL
1.) CLLTEC #410 FILTER CLOTH MUST BE UTILIZED TO 18) CONTRACTOR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST
MAIN74IN CULTEC PERFORMANCE STANDARDS
2.) MINIMUM OF 24" OVERLAP BENEATH BEGINNING CULTEC z4 - 4B HOURS PRIOR TO INSPECTION(S).
1"4 PENE'LS TO HOLD #410 FILTER CLOTH TO ACT AS SPLASH 19) MAGNETIC TAPE TO BE PLACED OVER ALL COMPONENTS ACCESS POINTS
GUARD AT ENTRY INVERTS
3.) FILTER CLOTH TO BE INSTALLED SMOOTH TO RIBBED SURFACES
OVER CULTEC C4 PANELS; CONSULT MANUFACTURORS REP/DEALER FOR
PROPL'R WIDTH AND LENGTH SIZING AND OVERLAP.
ONE 4" DIA PORT TO BE UTLILIZED WITH 4.• DIA PVC PIPE INSTALLED
FROM BOTTOM OF SAS (FIRST 10" PERF) TO COUPLE AT TOP OF PANEL AND
EXTENDED WITH SOLID PIPE TO GROUND SURFACE CAPPED WITH COUPLE AND
SCRE T TOP LOCATED AT CENTER OF LAST PANEL
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION
HOLE LOG) AT APPROXIMATE ELEVATION 7.0 , FOR A LATERAL DISTANCE OF 5'
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA.
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
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
OF FILL INTO THE RETAINING STRUCTURE.
4) PLACE FILL ONLY WHEN BOTTOM SIRFACE IS DRY.
STANDARD NOTES
Johnston
1)
THIS PLAN IS FOR THE INSTALLATION / REPAIR OF A SEPTIC SYSTEM
House
2)
ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
Soil
(LSDA)
TITLE 5, AND THE Tow OF --- DarmagmL&----- SUBSURFACE DISPOSAL REGULATIONS.
(ft)
3)
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
FuD
Foundation
I
OR ZONING REGULATIOgS.
15' Min
4)
THIS PROPERTY IS SERVICED BY TOWN WATER
Frop
5)
THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM
1
EI = 10. B 6)
ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE
Lbige--b(ft
7)
ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
24" Min
t0
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTIO
Overlap
C___T1. ¢'_-�
PUMPING OR REPAIR
�� 1
8)
NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
Soil Evaluator.
Existing Septic Area
SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED.
BOTTOM E L
Perc Rate:
as depicted on Septic As -Built
Soil Survey Description:
9)
SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6" STONE BASE
cte.'lL 0CrH .ASAlar. Kr
Depth to Standing Water. 102' EL = 3.0
TO ENSURE STABILITY AND PREVENT SETTLING.
NA
10)
OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH.
Est Seasonal High GW:
11)
ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
Cross Se c tl on
N.T.S.
t 48 Cultec 410
rFiltercloth
Q o ,
3" Eff. J
EL Adj Grd Wa ter OF DRIVEWAYS OR PARSING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
Soil Test # 1 12) ALL BUILDING SEWER L.NES SHALL HAVE AN INNER DIAMETER OF 4" ANDS HALL BE CAST-IRON OR SCHEDULE 40 PVC.
EL a 0 Obs Grd Wa ter 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
Soil Test #�- 14) IN THE AREAS OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
EL 1 0 15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
Bot Test THE DEEP OBSERVATIOM HOLE LOG, CONTACT EAS SURVEY, INC. AND TOWN BOH BEFORE PROCEEDING.
Soil Test # 1 16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION
Cul tee C-4 X0 t e5 17) CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY, INC AND TOWN BOH FOR REVIEW AND APPROVAL
1.) CLLTEC #410 FILTER CLOTH MUST BE UTILIZED TO 18) CONTRACTOR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST
MAIN74IN CULTEC PERFORMANCE STANDARDS
2.) MINIMUM OF 24" OVERLAP BENEATH BEGINNING CULTEC z4 - 4B HOURS PRIOR TO INSPECTION(S).
1"4 PENE'LS TO HOLD #410 FILTER CLOTH TO ACT AS SPLASH 19) MAGNETIC TAPE TO BE PLACED OVER ALL COMPONENTS ACCESS POINTS
GUARD AT ENTRY INVERTS
3.) FILTER CLOTH TO BE INSTALLED SMOOTH TO RIBBED SURFACES
OVER CULTEC C4 PANELS; CONSULT MANUFACTURORS REP/DEALER FOR
PROPL'R WIDTH AND LENGTH SIZING AND OVERLAP.
ONE 4" DIA PORT TO BE UTLILIZED WITH 4.• DIA PVC PIPE INSTALLED
FROM BOTTOM OF SAS (FIRST 10" PERF) TO COUPLE AT TOP OF PANEL AND
EXTENDED WITH SOLID PIPE TO GROUND SURFACE CAPPED WITH COUPLE AND
SCRE T TOP LOCATED AT CENTER OF LAST PANEL
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION
HOLE LOG) AT APPROXIMATE ELEVATION 7.0 , FOR A LATERAL DISTANCE OF 5'
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA.
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
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
OF FILL INTO THE RETAINING STRUCTURE.
4) PLACE FILL ONLY WHEN BOTTOM SIRFACE IS DRY.
nosed \ }
Box
,Rese v
Area \
14
20'
8
Oft
Fa 1c) j
(10.8)
� l
' Bldg #144
A mmlmum slze o square fee q Ip 35'
jurisdiction under these regulations. ' lfvaw 14 ' P Dec �` 1 110.8) `� ,
The area of each of the two wetlands is �`� g•Q r ss -,� -r 1035 PropOSed ,Y
substantial] less than $000 s uare feet. C B 12 I Crewl
n
r e Proposed It space i ti DSAS '
N/F
Town of Yarmouth
Deed Bk. 13420 Pg. 87
PI. Bk 368 Pg: 78
;fie N, Isolated
VM (6.9) \\\719aSF
(78)
\; o'
�w o0
Bdrdering Es °
Vegetated
Wetlands (B0)
4
3 Bedroom
Johnston
�
Fn
House
Deed Bk. 1901 Pg
305 !�
Soil
(LSDA)
TCF = 16.5
(ft)
ASEMENT 'A"
10.9
FuD
Foundation
I
2, 373E Sq. Ft.
ROOTS
7" - 19"
-g_5.
Frop
LOAMY SAND
s
1
19" - 52"
W
Test
P1 Bk 20 Pg. 15
a o'
I 1
9.7
t0
Lot 2
C2
C___T1. ¢'_-�
9'
/11.0)
XyY (11.5)
10%'.9/08
Soil Evaluator.
Existing Septic Area
:7�
Gj
A. YON HONE
Perc Rate:
as depicted on Septic As -Built
Soil Survey Description:
CA IFEP.
Geologic Material:
cte.'lL 0CrH .ASAlar. Kr
nosed \ }
Box
,Rese v
Area \
14
20'
8
Oft
Fa 1c) j
(10.8)
� l
' Bldg #144
A mmlmum slze o square fee q Ip 35'
jurisdiction under these regulations. ' lfvaw 14 ' P Dec �` 1 110.8) `� ,
The area of each of the two wetlands is �`� g•Q r ss -,� -r 1035 PropOSed ,Y
substantial] less than $000 s uare feet. C B 12 I Crewl
n
r e Proposed It space i ti DSAS '
N/F
Town of Yarmouth
Deed Bk. 13420 Pg. 87
PI. Bk 368 Pg: 78
;fie N, Isolated
VM (6.9) \\\719aSF
(78)
\; o'
�w o0
Bdrdering Es °
Vegetated
Wetlands (B0)
4
108
�10 u
One
0
Prop 1✓`
~ rn 5 �J p Silt 1)
N Fence ('O
cl, 0 16�
A
0
�. 6� (s 7)
s
BM
,a
1a ::91 (B.e) L�
BVf ! O
47 Upland Area E, 020-- Sq. Ft.
Wetland Area 24711 Sq. Ft.
N/F Total Area 8,4911 Sq. Ft.
Town of Yarmouth
Deed Bk 3617 Page 264
Q P1 Bk 368 Pg 78
DEEP OBSERVATION
HOLE LOG
Test _Yale #1
(EL = 11.5 f)
DEpth
(�n
3 Bedroom
'
12
\'
Fn
House
iI_ o_
l
/
\ - -
I
Soil
(LSDA)
TCF = 16.5
(ft)
\ 20' Min ,
10.9
FuD
Foundation
I
'
ROOTS
7" - 19"
-g_5.
Frop
LOAMY SAND
s
1
19" - 52"
Deck
Test
COARSE SAND
a o'
I 1
9.7
t0
1.0
C2
C___T1. ¢'_-�
9'
/11.0)
XyY (11.5)
108
�10 u
One
0
Prop 1✓`
~ rn 5 �J p Silt 1)
N Fence ('O
cl, 0 16�
A
0
�. 6� (s 7)
s
BM
,a
1a ::91 (B.e) L�
BVf ! O
47 Upland Area E, 020-- Sq. Ft.
Wetland Area 24711 Sq. Ft.
N/F Total Area 8,4911 Sq. Ft.
Town of Yarmouth
Deed Bk 3617 Page 264
Q P1 Bk 368 Pg 78
DEEP OBSERVATION
HOLE LOG
Test _Yale #1
(EL = 11.5 f)
DEpth
(�n
ev
Tft)
Soil
Horizon
:oil
Te:dure
Soil
Color
Other
Soil
Soil
Soil
(LSDA)
(Hansell)
(ft)
0 - 7"
10.9
A/E
LOAMY SAND
IOYR4/1
ROOTS
7" - 19"
9.9
B
LOAMY SAND
f0YR6/6
ROOTS
19" - 52"
7.2
Cl
COARSE SAND
2.5Y7/4
9.7
52" - 126"
1.0
C2
FINE SAND
2.SY6/1
7.0
Deep Obs Hole Date:
10%'.9/08
Soil Evaluator.
SI9FETSER ENGINEERING
Witnessed By
A. YON HONE
Perc Rate:
< 5 MIN/IN ® 42"
Soil Survey Description:
CA IFEP.
Geologic Material:
cte.'lL 0CrH .ASAlar. Kr
Depth to Standing Water. 102' EL = 3.0
Depth to Weeping Water.
NA
Depth to Mottling(Color):
NA
Est Seasonal High GW:
EL 5.0
USGS Observation Well:
NA
Date of Last Measurement: NAZI
Comments:
LOCUS
M
P
I - X 7
N. T. S.
LOCUS ¢%
fi � Swan
Pond
0
Main SG~ ( Rauh
DESIGN DATA
Number of Bedrooms: 3
Garbage Grinder: NO
Design Flow: 330
(110 Gal/BR/Day x Number of BR)
Septic Tank: 1,500
(Minimum = Design Flow x 200%) GaL
Per DEP Title 5 310 CMR15 0 Mod.
Cert. for Gen Use of Cultec 'C4" Panels
Leaching Area:
6. 7 SF/LF x 72 LF = 482.4 SF
Long Term Acceptance Rate (LTAR): X 0. 74
Leaching Area Design Capacity: 356 GPD
(Sidewall Area + Bottom Area) x LTAR
356 GPD Provided - 330- GPD Required = 26 GPD Reserve
DEEP OBSERVATION
HOLE LOG
Test Hole #2
(EL = 11.5 t)
Drnt
$lav
Soil
Soil
Soil
PI Bk 627 Pg 45
m
(ft)
Horizon
Texture
Color
Other
25, 000 Sq. Ft.
Min Frontage
150'
(USDA)
(Munsell)
Front 30'
0 - 7"
f0.9
A/E
LOAMY SAND
IOYR411
ROOTS
7" - 22"
9.7
B
LOAMY SAND
10YR6/6
ROOTS
22" - 54"
7.0
Cl
COARSE SAND
2.5Y7/4
54" - 120"
1.5
C2
FINE SAND
2.5Y6/1
Deep Obs Hole Date: 10/29/08
Soil Evaluator SWEETSER ENCINEERINC
Witnessed By. A. VON HONE
Pere Rate: < 5 MIN/IN 0 42'
Sc;' Sinal. Descriptio= CARVER
Geologic Material: CLACIAL 0"WASH MOREALNE
Depth to Standing Water. 102" EL = 3.0
Depth to Weeping Water: NA
Depth to Mottling(Color): NA
Est Seasonal High GW: EL = 5.0
USGS Observation Well: NA
Date of Last Measurement: NA
Comments:
Owner of Record
Philip B. Johnston & Elizabeth A. Johnston
Deed Reference
Bk. 1901 Pg. 305
Plan References
PI Bk 627 Pg 45
Lot 1
PI Bk 20 Pg 15
Lott
Zone.• R-25
Min Area
25, 000 Sq. Ft.
Min Frontage
150'
Setbacks
Front 30'
Side 15'
Rear 20'
Coverage
Max Coverage
257
Prop. Coverage
67a
Note.'
Wetlands depicted as delineated and approved
by the Yarmouth Conservation Commission
on or about September 4, 2008 as shown on a
Plan of Land prepared by Terry A. Warner, P. L. S.
dated June 30, 2006.
Site & Septic Plan
In
Yarmouth,, MA
Located At
144 Winslow Gray Road
West �armouth, MA.
Applicant
Alex Gr°Ji bko
248 Old Wharf Road
Denn sport, MA
1
--2 DATE,- November 18, 2008
REIN December 17, 2008
REV Sep tem ber 16, 2009
PREPARED BY
A & M Land Services
618 Main Street Unit 3
West Yarmouth, MA 02664
Ph. (508) 737-1777 Email- anmlandC comcast. net
GRAPHIC SCALE
20 0 10 20 40 so
t
( IN FEET)
1 inch = 20 ft.
Dwg f 507