HomeMy WebLinkAbout0109 ELLIOTT ROAD - Health 109 ELLIOTT ROAD
' Centerville
A= 248-314
I
S M EAD®
KEEPING YOU ORGANIZED
No. 12M
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
_ j s ,n
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftplitat1011 for Disposal *pstrm Construction VPrmit /06,
Application for a Permit to Construct(ZRepair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. D� �s r Oar's Name,Address,and T No.
Ceur��llul�
Assessor's Map/Parcel7
Installer';N�mg,Address,and Tel o. u� g 3 Designers am ,Address,and TeL No.
► ujo)
q if) Type of Building: th , _ Q
v . Dwelling No.of Bedrooms Lot Size / sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showe a e ena
Other Fixtures
Design Flow(min.req 'red) gpd Design flow provided 1 gpd
Plan Date j Number sheets evisio ate
Title
✓..
Size of Septic Tank pe of S.A.S. }
Description of Soil +, }. t T
Vj 4-1 �— A N lC "J U W�j U` E, 1
lt,
U
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environm tal Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board bfealth. /
Si e Y / C 04 1'1-•^ Date
Application Approved by Date
Application Disapproved b Date
for the following reasons
Permit No. 2VI /V// Date Issued r Zd f 9
-PrT
------------
l sqq r
)14 No. .-4 + V Fee !�+ ✓
THE COMMOWVi EAL: H OF MASSACHUSETTS Entered in computer:---:
•� Yes L�a
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS
Rppliratlon for Disposal 6pstem Construction Permit /06/
Application for a Permit to Construct(Repair.( ) Upgrade )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. '
Assessor's Map/Parcel A f )k ul' `
Installer's Name Address,and Tel. o. .� _ $—a3 b Designers Nam ,Address,and Tel.No.
(1 � Ro H �,/'} w
ff
(� l `lope of Building: n?14
i/
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grind
Other Type of Building No.of Persons Showers —e eteri'a(---
" Other Fixtures
Design Flow(min.req✓ired) rz gpd Design flow provided gpd
Plan Date lzr Numbero sheets evision ate 2^12-6120101 Y)
Title t
Size of Septic Tank I_ pe of S.A.S.
Description of Soil 15 A h j % C„0�����
u 2 o w0 �
1u j
Nature of Repairs or Alterations;(Answer when applicable)
r
Date last,inspected: / �t
Agreement: "
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in a,_•
r ,
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board o ealth. /
Date
Application Approved by Date ' /
Application Disapproved b Date
for the following reasons
Permit No. 0015.—&/_ Date Issued
-- --- --------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certifirate of Compliante
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(VI Repaired( ) Upgraded( )
Abandoned( )by ,� lr
at has been constructed ri�n�accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No/&^�_—r dated
Installer Designer
#bedrooms Approved design flow -w gpd
The issuance of this pe it s 11 not be construed as a guarantee that the system will f mTo
h �igned.
Date J Inspector )
----------- --------- -- - ---------------------------------------------------------------------------------------------------
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction Permit
<y Permission is hereby granted to Construct(✓1 Repair( ) Upgrade( ). Abandon( )
+ ��PSystem located at
e—D t F
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
4X
" + . Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit.
Date y � '701q Approved by
06/19/2019 08:36 5083629880 DOWN CAPE ENG PAGE 01
Town ®f Barnstable
Thomas F. Geilear,Director
NAM Public Health Division
ran ram+" Thomas McKean,Director
2001M[ain Street,Iffyanub,DMA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& DDesierner(Certification Form
Date:. (p I Sewage hermit# �C>�y-��ssessor's Ma�p�a�rcel I�
Designer: 11WMCM "wMN6 Installer: 01�� �� �
Address: 93q MkMjr/KAUjT (oR _ Address: y L �'te',v- (ek Mo
-Y,AMQUrH . P09L MA 0Z.675 3
On was issued a permit to install a
We (installer)
septic system at 1Qq eworgp, based on a design drawn by
address)
(_UkLA PE dated 2-25
/ (designer
I certify that the septic system referenced above was installed substantially according to
the design, which may include.,minor approved changes such as lateral xelpeation of the
distribution box and/or septic tan.
I certify that the septic system referenced above was installed with major changes (i.e.
• greater than, 10' lateral relocation of the SAS or any vadcal relocation of any component
of the septic system)but in accordance with State &Local Regulations. plan revision or
certified as-built by designer to follow.
4.
TastaUer's Si ature c.:ivIi
1 �I6101 )1
(Designer's Signature) (Affix Designer's Stamp Here)
if"LBASIE RICKTURN TO BARNSTABLIE lP'UBLIC JB(.iMALTIT )DMSION. CE]8;TMCATX OF
CQ1yIF°LYANCE WILL NOT BE ASSU]EID UNTIL (BOTH TIUS FORM_AND AS-BUffiT CARR ARE
)UCExV7ElD BY THE IBARNSTAIBL E PUBUC HEALTH DMSIONV TkIA1_TKYOU
Q:Hadtb/Septic/DoBigaer Certification Form 3-26-04.doc
't
Town of Barnstable P#
THE TOh'Y
c Department of Regulatory Services
BARNSTABI.E,
" Public Health Division Date 0
y MASS.
�A 1639. 200 Main Street,Hyannis MA 02601
rfD MAC A 5.,,,
Date Scheduled 15
Time Fee Pd. /00
t g°
Soil Suitability Assessment for Sewage Disposal
Performed By: bael t d Wo o�l( -e 5 Witnessed By: �1 / �s
LOCATION& GENERAL INFORMATION
Location Address 1 Dq Opt j;_ff 1 C�J C _ .'/e Owner's Name �/9*M r4TATrOF
l G� a��+l f�A yf�i►''� K• Address
Assessor'sMap/Parcel: G`24$`31� Engineer's Nameb0Ni4 Al CW61NQMN6,1N
NEW CONSTRUCTION —y—C REPAIR Telephone# Q$
Land Use �Go�a Slopes(%) S 0 Surface Stones do P
Distances from: Open Water Body��0 ft Possible Wet Area /OG ft Drinking Water Well 216 f}
Drainage Way >/GO ft Property Line 4� ft Other t
ti SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
4 �2
w�
Parent material(geologic) /c�/a uvt�u'a 5 Depth to Bedrock �OG
Depth to Groundwater: Standing Water in Hole: /l I Weeping from Pit Face /�/A
Estimated Seasonal High Groundwater /t //�IP
"
I)E ER�MINATION FOR SEASONAL HIGH WATER TABLE
Method Used: Al
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_
PERCOLATION TEST Date byl9 Time
Observation
Hole# Time at 9"
Depth of Perc Time at 6"
Start Pre-soak Time @ Time(9"-6")
End Pre-soak /
Rate Min./Inch '�/ �C
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) '"
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
s
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
/� 3/
Consistency,%Gravel
R z
IZ - 3� L S /DYRs/�
2.SY 7/S�
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
� ID ��2
Consistenc %Gravel
- 1 C s YR
1 y - L /Qr sly
3 y-l 20 C,
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
�6YR sb
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
64 L 5 � yAY 2 Consistency,%Gravel
z�-IZ C tSY 7�3
Flood Insurance Rate Man:
Above 500 year flood boundary No Yes
Within 500 year boundary No Yes
Within 100 year flood boundary NJ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring perviou aterial exist in all areas observed throughout the
area proposed for the soil absorption system? Y Q
If not,what is the depth of naturally occurring pervious material?
Certification
i t
Z
I certify that on �/.�ll (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 310 CMR 15.017.
Signature - Date
Q:\SEPTIC\PERCFORM.DOC
TOWN OF BARNNSTABLE
LOCATION p' d '_ f i O SEWAGE# d L
VILLAGE e. 42►Q_�--e P J WeASSSESSOR'S MAP&PARCEL t
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY i o0 µ
LEACHING FACILITY:(type) 2� S00 (size) ( �
--NO.OF BEDROOMS
OWNER C� C P_ �' d IM., . L_LC
PERMIT DATE: ./''e�lj �a 9 9 'COMPLIANCE DATE: ' I
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching.Facility IfIn 4--) Feet
Private Water Supply Well and Leaching Facility(If any wells exist one
site or within 200 feet of leaching facility) /y ` Feet
Edge of Wetland and Leaching Facility(If any wetlands-exist within ^/
300 feet of leach' facility) ! y ('� Feet
FURNISHED BY O`er .90K'J_X C
a
J �� 4"
.►i�
N f J CO
re 1 V-, Z7
ze7pJ � ,
}t � project:
r
3Q'-0" r
24'-0" - 6'-0" - 30'-0" 109 ELLIOT
6,-6„ 11�_0�, 6'-6" ' 24'-0" 6'-0"
ROAD
RETAINING WALL, .yfurl
DETAILS TBD '`
B03 B02 G D Centerville,MA `'XI"t
r--------- ----- --- ---------
"x
I r m
MIN.8"THICKENED (272�0'x6'-6• mla S,L
O C
SLAB®GARAGE
N ' I DOOR NOTCH I I I ............
� I
"1
7
o BEDROOM EDROOM a0 F;xj``z
n 2'_0" i 10'-3"
SLAB ON GRADE -
......_
r272'0•x0.8.
C
c c architect:
E I O
I I v
N N G R A F
—
~ 4a ARCHITECTS
=N GARAGE a 2`6'�'6' 2-1-1- JIL------ ---------
r` 2 Liberty Street
BATH
LAUNDRY Newburyport,MA
s'-s Z' c 01950
E
I 0 2cxs e
-- ----�N T.978 499 9442
I _ CL o 3'-0" —g.f—h.—
I
I i I I
6" 4-_0" 4'_11„ 5'_0" N
F
_ ____.�P_ ____________J 2'.4'x6'-e' a fl 9 I fl e e r:
CONSTRUCTION
-- j-----
F- -- _ A - I a „R oN
a 2._4.xs._6. m UP m ENGINEERING
--------
- a
SERVICES
I ' BENCH ' ' ,6, 12 Pleasant Street
G ATH - - _ Newburyport,MA
COATS/
F 2'-64s'-e' _i J o , r 30'-0" o 01950
STORAGEDINING
cueBlEs m T.9784652216
—
I
DECK o
1—————— ——————— _zo
2'-6,x6'-8' .
LIVING B
i
' 1 1 D •�
I
MECH o
ROOM KITCHEN - A
__. o
- -- 7 - issued:
�, �, t
ro
b o o ^__...... ....__ Permit Set 2.25.19
5-
'0"
FAMILY ROOM r--J Win✓ rnrs•x6'6 o
r- m
n
_L......_ -'
I I C 2'-a'x6'-6'
MASTER M.BATH =o D
lD , title:
20 OF BEDROOM
STORAGE o o .........
ti o
7 En
- G n Plan
- - - -- -- -- -- ----- - -- -- !- -- - - -i-4G _--- - -- - - -
Foundation
- --- - --- - ---- -- AQ4 r - - D Floor- — D wIC + First Plan
16'-9 z" _......,,. cO 10'
N : -
IA ' _________ _______________
L____________________J L_ J ! ..... ..................,........_.. m
I I
L_______________________________ J
C C
T-8 Z 10'-3 z
Hw
28'-0" 2�_0��28'-0" 25 f e b r u a r y 201 9
e
Basement/Foundation Plan 2 First Floor Plan A01
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
i
1
LEGEND SYSTEM DESIGN: NOTES
TOP FOUND. EL. 52.5
Route 28
99- EXISTING CONTOUR 1. DATUM IS ASSUMED �C! f
X 99 GARBAGE DISPOSER IS NOT ALLOWED
EXIST. SPOT ELEV. 2. MUNICIPAL WATER IS AVAILABLE s�
-[99]- PROPOSED CONTOUR PROPOSED 3 BEDROOM DWELLING 4�
SYSTEM PROFILE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
�'- ALL SYSTEM COMPONENTS SHALL BE
198.4] PROPOSED SPOT EL. DESIGN FLOW: 3 BEDROOMS 110 GPD = 330 GPD MARKED WITH MAGNETIC TAPE OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Pine
NOT TO COMPARABLE MEANS FOR FUTURE LOCATION
TH1 USE A 330 GPD DESIGN FLOW ::� PROVIDE MIN. 20" DIAM. WATERTIGHT ( SCALE) . TO BE AASHO H-ZQ
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE RA
TEST HOLE
2" PEASTONE OR GEOTEXTILE 5. PIPE JOINTS TO BE MADE WATERTIGHT. �o\� in a
FILTER FABRIC OVER STONE 50.
SEPTIC TANK: 330 GPD (2) = 660 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
2% SLOPE OF GROUND SLAB EL. 4s.5 42.8-43.8'
MINIMUM .75' OF COVER OV R PRECAST 2% SLOPE REQUIRED OVER SYSTEM 41 .5'-43.5' 310 CMR 15.000 (TITLE 5.) ? Odd
USE A 1500 GAL. SEPTIC TANK NOTE: 2" MIN. WALL
UTILITY POLE PRECAST H-10 THICKNESS REQUIRED BLOCKS OR 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Locus a
RISERS (TYP.) , `.
LEACHING: 2'0 41.8 4"OSCH40 PVC PRECAST RISERS BE USED FOR LOT LINE STAKING OR ANY OTHER 0
MORTAR ALL
PIPES LEVEL 1ST 2' COMPONENTS
� FIRE HYDRANT 12" MIN. INT. DIM. TYP H-10 PURPOSE. � {cop •,V t'ti.
yY° SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD s" MIN. SUMP �ENDS INV'S EL. 39.7' 4' � VNOTE: NOT ALL SYM90LS MAY APPEAR IN DRAWING _q�_
( ) SIDES 40.53' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
BOTTOM 25 x 12.83 (.74) = 237 GPDri
JE
* 40.79' TEE 1500 GAL H-10 TE ; ®®Q 0O ®®� ® ;o0000000 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED To eY
41.09 SEPTIC TANK40.54 ° ° ° ° ®®®®��®®®�� ®�®®®®O�C7®® ° o ° ° WITHOUT INSPECTION BY BOARD OF HEALTH AND
o'0000 0000 00 moo . o OOO o000
TOTAL: 472 S.F. 349 GPD 4' LIQ. LEVEL oo;o0o0o6oao WATERTEST D'BOX o >00000000 °°°00000
0 0 0 0 0 0, >0°°°°°°° ®®�®�®�®®®® ®®®®®moo®®®�® ; PERMISSION OBTAINED FROM BOARD OF HEALTH.
ACME OR EQUAL GAS BAFFLE :, +_o0o0o0o o_ FOR LEVELNESS N 00000000000 ❑p®®��®®®®®® ®®®®®®�®®®� 'oOo°o°o° d
THE INSTALLER SHALL VERIFY THE ° o o ° ° ° °
* 39.97' 39.8' ;�o20�0o0 :00000000 raigville Be ch
LOCATIONS OF ALL UTILITIES AND ALL USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
° ° ° 37.70 10.--,CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
_17
DIGSAFE (1-888-344-7233) AND VERIFYING THE
WITH 4' STONE ALL AROUND ooaoogog0000,)?q?n 0000000000000g0000000000000 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
BUILDING SEWER OUTLETS AND o 0 0 0 0 o H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP
ELEVATIONS PRIOR TO INSTALLING ANY 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES ,
PORTION OF SEPTIC SYSTEM 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 =2000 f
COMPACTION. (15.221 [23) REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 248 PARCEL 314
MA
LEACHING FACILITY.
APPROVED DATE BOARD OF HEALTH
LOCUS IS WITHIN FEMA FLOOD ZONE X
( 2.5% SLOPE) ( 2 % SLOPE) 1 28.0' BOTTOM TH-4 AREA OF MINIMAL FLOOD HAZARD) AS
( % SLOPE) NO GROUNDWATER FOUND SHOWN ON COMMUNITY PANEL #25001CO564J
FOUNDATION 10' SEPTIC TANK 9' D' BOX 12' LEACHING DATED 7/16/2014
FACILITY
OWNER OF RECORD
ZONING SUMMARY CAPE CUTHAM, LLc
33 PRINCE ROAD
ZONING DISTRICT: RB RESIDENTIAL DISTRICT WEST YARMOUTH, MA 02673
r REQUIRED: PROPOSED:
MIN. LOT SIZE 43,560 S.F. 35,812±S.F. REFERENCES
MIN. LOT FRONTAGE 20' 239.13'
-i MIN. LOT WIDTH 100' 229' DEED BOOK 31627 PAGE 182
MIN. FRONT SETBACK 20' 23'
/ PLAN BOOK 387 PAGE 97
B 2 I �� -� MIN. SIDE SETBACK 10' 39.9'
B H F D I MIN. REAR SETBACK 10' 134.5
MAX. BUILDING HEIGHT 30'
� rn
ISO A I I /� 5p SITE IS WITHIN THE WELL PROTECTION DISTRICT TES
T HOLE LOGS
TATED � BV 3 I h�
WETLA
PROPOSED DANIEL E. GONSALVES SE 135 7
a ' I 2 3.2 , DRIVE ENGINEER. #
c 8
CB DH FND DON DESMARAIS RS
/ WITNESS.
o? t. y DATE: 10/19/2018
BENCHMARK: < 2 MIN INCH
N N ') °� ro 10% CENTER CATCH BASIN PERC. RATE _ /
v �;>•:.. r''12`� o .� =52.0' NAVD88
i w w `� 4 CLASS I SOILS P 15802
41.
El EV. LLt�'. ELEV.
BVW 0�, Q 43.4' 0" Q 42' `� Q
V ' ti� A _ 0 46 0" 38.5
� h A A A
20 S / TH lg4 tea'" oZ LS LS LS LS
0
12" 10YR 3/2 " 10YR 4/2 " 10YR 4/2 10YR 4/2
�,� � � � B 14 18 g"
H B B B
LS LS LS LS
30" 10YR 5/8 39.9' 34" 10YR 5/8 39.2' 42" 10YR 5/6 42.5' 24" 10YR 5/6 36.5'
PROPOSED WORK LIMIT LINE AT � h
STAKED SILT FENCEp°�
g l ko r 3 0 or 52
3233 0� �
C C C
Q O' O PERC C
TPERC
M/CS M/CS M/CS M CS
PROVIDE 47' OF 40 MIL LINER AT 5' H
a OFF SAS IN AREA SHOWN. TOP AT A 2.5Y 7/4 2.5Y 7/4 2.5Y 7/3 2.5Y 7/3
i ELEV. 40.5', BOTTOM AT EL. 36.5'f OAF �c s
W W �<c. 120" 33.4' 120" 32' 126" 35.5' 126" 28'
LOT AREA �6 O J� NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
35,296f SF UPLAND // a a k� TUB v� sue_J--F
16f SF WETLAND
35,812f SF / ` 5p ^^ V PROPOSED PLANTINGS ALONG TOP OF WALL
1 �
NO WALKWAYS WITHIN 2' OF WALL
UNLESS GUARD PROVIDED
i
•'' / p0� • CAP STONE UNITSSITE TITLE 5
PLAN
1/2" x 5 1/4"
Fiberglass
0 F
Pins
8" LOW PERMIABILITY ��
PROPOSED RETAINING WALL �A
on Q �� SOIL COVER v,
109 ELLIOTT ROAD
AGAINSOTA SE SAND
BACDRANAILL < CENTERVILLE, MA
KEYSTONE OR EQUAL RETAINING WALL UNITS
PREPARED FOR
18"X8" SET WITH 1" BATTER PER ROW
FIBERGLASS PINS REQ.
N
6"X30" Crushed Rock or JEFFREY CUTTER
Unreinforced Concrete
Leveling Pad req.
e DATE: NOVEMBER 30, 2018
s RETAINING WALL CROSS SECTION REVISED: 2-25-2019 (NEW HOUSE, SEPTIC & GRADING)
2 Scale: 1"= 20'
50 5,�, NOT TO SCALE
0 10 20 30 40 50 FEET
C H ND BENCHMARK:
CEMENT B ND �4,, Vd"-48.4' 88OFiq
t qs ss ur r� ys , off 508-362-4541
9�5 c, t`i -_.-�\4`/ fox 508-362-9880
o� y�`rr Q DANIEL G ,T� f Cy 2> Dr\;! CI_ >G
DANIEL A. ;� s� ; io i7 '.N,rri_A. �� / downca e.co °m
m A. a A. I P O
o OJALA o ai'` o ,'`A , ,
CIVIL
U No.
30 !� r. l r ;l ' , i down cape engiaee-6ng inc.
I\';L1,
N0.46502 4` NO 46502 i .
A
G/ RHO GFESS\�� '/ civil engineers
S/ONAI. E � ` �SU. �E��,, �' �5 pri �EC�' �� Yy'r��,R\1'2' r
A land surveyo s
+ 1 v r7- �� ,;-*,V �� / 939 Main Street ( Rte 6A)
DICE # 18-391
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575
18-391 CUTTER.DWG