HomeMy WebLinkAbout0783 SANTUIT-NEWTOWN ROAD - Health 783 Santuit-NewtownrC�AA
Marstons Mills
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TOWN OF BARNSTABLE
LOCATION 7BJ c 7A/Y�u,k -AJy J6WA g d SEWAGE#20o6 -Zoo
VILLAGE �i.4ra �dt1<I!, ASSESSOR'S MAP&PARCEL cIi,9-oU?
INSTALLERS NAME&PHONE Sd-e 9!-T-V ic, 2-
SEPTIC TANK CAPACITY
LEACHING FACILITY.(type) .3 no -\),-p 'uSo r. (size) 3O X 12-
NO.OF BEDROOMS _
OWNER /
PERMIT DATE: COMPLIANCE DATE: `3 ,016<�7
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility.(If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
FURNISHED BY-]nl ove 11 A"*- Sty 4 S C o
33
r No. _�> r c Fee
THE COMMONWEALTH OF MASSACHUSETTS o Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
1 application for �Btgpoq;al 9pp5tem Cou5tructiou Permit
I'
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. 793 ner's Name ,Address,and Tel.No.
Assessor's Map/Parcel I
Installer's Nam Address,and Tel.No.SOv S L<uwc ��� ��` Designer's Name,Address and Tel.No.
. _ 565 Cam' 5.k_e ►'fir
Eors� k fi�, " A
Type of Building:
f. Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maind�nkd
ce of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the�nvironmental Co not to place the system in operation until a Certificate of
Compliance has been issued by,thi Board eaI
Sign \ fij-
i' o Date
Application Approved by ate
Application Disapproved by: ;Date
for the following reasons
Permit No. Wa�,
0— Date Issued
No. � L/[y ,• s� K:i � *,,"Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
.. _ Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
p,5ten Cottgtructior Permitlication for 33i5pont
application for a Permit to Construct(; ) Repair O Upgrade( ) Abandon O ❑ Complete System ❑Individual Components
y4.Location Address or Lot No. 83 91L
1er's Name,Address,and Tel.No.
�r m D
' Assessor's Map/Parcel /� '
y Installer's Name Addres,ad Tel'"No. ft S� d Designer's Name,Address and Tel.No.
6440�
-f:.n+ i e .✓ It
. Type of Building:
Dwelling No.of Bedrooms t Lot Size sq.ft. Garbage Grinder ( )
u' Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
i Title
Size of Septic Tank Type of S.A.S.
Description of Soil
1 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 Thvironmental Code d not to place the system in operation until a Certificate of
Compliance has been issued by this Board o�H'ealt .
Signe „�1 a Date
Application Approved by / �?�1 �f� /�/�� ate t
Application Disapproved by: / V Date
for the following reasons
Permit No. Date Issued
— —
/
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constt ctteed;( Repa/iired�( Upgraded ( )
Abandoned( )by ff �� r
at r.��1� V"" t0 d i�Jrt r{ /Y1has been� on)s/tructed in.
J c dance ,
with the provisions of Title 5 )an-d the for Disposal Syssttem"Construction Permit No. 1 �(1'l/1 �'. (/ .. dated
Installer _Sloi n. 51�. s;PF, \ Designer (, 9
..`1 " y.� -
bedrooris � Approved design flow ' �r" {3' gpd
The issuance of this permit sh l not be construed as a guarantee that the system/wil` l f cfi)n W, I esi ned.
Date /� Inspector"\
----------------------------------
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
0i,5pomt 6y5tem Cow5truction Vermit a
Permission r.s-hereby gra4rlted to Construct ( ) Repair ( / ) Upgrade ) Abandon y
(� ) p�
System located at" it ,�r �1 l / �" I - /A // i�)AI f) /A ).,9 , :l 1 1 .�
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction-must be c mplet within three years of the date of this 'riniit.
-WADate �7 4 Approved by
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
% snttrrsrns�.
MAW Public Health Division
i639•
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: Sewage Permit# aGCo' 200 Assessor's Map\Parce o 7
Designer: �Jo�inPs ct rid A&c,�/�i �•�c, Installer: �dv� 6� d r� sl {��d ��r L
Address: _360 G',*earl st Address: 6 6S 6-0-e,7 A r ti�sl.�p led
�a,f��.��� D���D K �.s/�✓� �, .ass
On was issued a permit to install a ; --_
(date) (installer)
septic system at 783 San-l't)i+--Newt64� RoaA based on a design drawn&JI ;
(address) l W
P.S a►nr-rr��.7nc,dated i'lnarc,k Z4,, 266(o
(designer) —
XI eery that the septic system referenced above was installed substantially acco ing for
the design, which may include minor approved changes such as lateral relocatio of the
distribution box and/or septic tank.
STATE'
I-eei*ify-that the septic system referenced above was installed with major changes'(i.e.
greater than 10' lateral relocation of the SAS or any vertical 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.
VO
Plul
LliAi!.i';I1 ARA
taller's Signature) ( No. i5lis
(Designer' Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF
COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04.doc
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holmes and mcgrath, inc.
civil engineers and land surveyors
362 gifford street
falmouth, ma 02540
email: mcgrath@holmesandmcgrath.com
DATE JOB N
phone (508) 548-3564 1 800 874-7373 � � ^� 0Y0(0031
fax (508) 548-9672 ATTENTION V
n ��►2r9-fS
RE:
To `i �Qp�� �50, TtST ?- Pere* t l!Fj
7?3 c:$hmrr-Xjew ,vW1tx�
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l 02-
WE E SENDING YOU Attached ❑ Under parate cover via the following items:
rawings ❑ ❑ Plans ❑ Samples ❑ Specifications
Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
l 3A?fA) A.?4 9 ;5&e- Lljm &MS-,' t'' TEa
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
1 For your use ❑ Approved as noted ❑ Submit copies for distribution
i"As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑ w
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN' US: _
REMARKS
I •oti
COPY TO
SIGNED:
If enclosures are not as noted,kindly notify us at once.
Ih
FORM 11 - SOIL EVALUATOR FORM
Page 1 of 4
No. 11249 Date: March 24, 2006
Commonwealth of Massachusetts c
Barnstable Massachusetts 141
Soil Suitability Assessment�for On-site Sewage Disposal
Performed By: Raul Lizardi-Rivera Date: March 24, 2006
Witnessed By: Donald Desmarais
Location Address: #783 Santuit-Newtown Road Owner's Name: Edward M. and Susan E.Lipof,Trs.
Marstons Mills,MA 35 Canterbury Rd
Newton,MA 02461
Telephone:
New Construction 0 Upgrade ❑
Office Review
Published Soil Survey Available: No ❑ Yes 0
Year Published 1993 Publicatibn`Scale 1:25,000 Soil Map unit: EaC
Drainage Class: Excessively Drained Soil Limitations:
Surficial Geologic Report Available: No ❑ Yes 0
Year Published 1986 Publication Scale 1:100,000
Geologic Material (Map Unit) : Qmp
Landform : Mashpee Pitted Plain Deposits
Flood Insurance Rate Map: 2500010015 C
Above 500 year flood boundary No 0 Yes ❑
Within 500 year flood boundary No ❑ Yes ZZ
Within 100 year flood boundary No ❑ Yes 0
Wetland Area: >150 ft+/-
National Wetland Inventory Map (map unit)
Wetland Conservancy P'rogra'm Map (map unit)
Current Water Resource Conditions (USGS): Month: February 2006
Range: Above Normal 0 Normal ❑ Below Normal ❑
Other References Reviewed: Town Assessors Map, Fema Maps, Town Topography Maps
DLP APPROVED FORM-12/07/9i
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 4
Location Address or Lot No. #783 Santuit-Newtown Road, Marstons Mills, MA
On-site Review
Deep Hole Number 1 Date: 3124106 • Time: 9:45 AM Weather: sunny 45°F
Location (identify on site plan)
Land Use Residential Slope (%) 10% Surface Stones No
Vegetation developed/grass
Landform outwash plain
Position on landscape (sketch on the back)
Distances from:
Open Water Body 150+/- feet Drainage way
Possible Wet Area 150+/- feet Property Line 15+/- feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders,
(.nncicfonry °/ (4rnvoll
0" - 10" O/A Sandy 5 YR 3/3
Loam
101, - 32" B Sandy 7 . 5 YR 5/6
Loam
32" - 60" Cl Coarse 10 YR 5/6 None 30% gravel
Sand
601, - 10011 C2 Medium 10 YR 6/8 None
Sand
100" -120" C3 Medium 10 YR 7/4 None
Sand
* MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic): Glacial Outwash Depth to Bedrock: >50'
Depth to Groundwater: 20 feet+/
Standing Water in the Hole: NO Weeping from Pit Face: NO Estimated Seasonal High Ground Water: Elev. 50+/-
* MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
DEP APPROVED FORM-12/07/95
,
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 4
J
Location Address or Lot No. #783 Santuit-Newtown Road, Marstons Mills, MA
On-site Review
Deep Hole Number 2 Date: 3/24/06 Time: 10:15 AM Weather: sunny 45°F
Location (identify on site plan)
Land Use Residential Slope (%) 10% Surface Stones No
Vegetation developed/grass
Landform outwash plain
Position on landscape (sketch on the back)
Distances from.:
Open Water Body 150+/- feet Drainage way
Possible Wet Area 150+/- feet Property Line 35+/- feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders,
r.nncicianry °/r;ravah
0" - 9" A Sandy 5 YR 3/3
Loam
9" - 27" B Sandy 7 . 5 YR 5/6
Loam
27" - 55" C1 Coarse 10 YR 5/6 None 30% gravel
Sand
55" - 120" C2 Medium 10 YR 7/4 None
Sand
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic):Glacial Outwash Depth to Bedrock: >50'
Depth to Groundwater: 20 feet+/-
Standing Water in the Hole: NO Weeping from Pit Face: NO Estimated Seasonal High Ground Water: Elev. 50+/-
* MINIMUM OF 2 HOLES REOUIRED AT EVERY PROPOSED DISPOSAL AREA
DEP APPROVED FORM-12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 4 of 4
U
Location Address or Lot No. #783 Santuit-Newtown Road, Marstons Mills,MA
Determination for 'easonal High Water Table
Method Used:
❑ Depth observed in observation well on adjacent property
❑ Depth weeping from side of observation hole inches
❑ Depth to soil mottles inches
❑ Town topography
Z Water-table Map of Cape Cod, Other projects in the area
Index Well Number: Reading Date : Index well level:
Adjustment factor: Adjusted ground water level:
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in November of 2002, 1 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 15.127.
Signature / Date: March 22 , 2006
DEP APPROVED FORM-12/07/95
FORM 12 - PERCOLATION TEST
Location Address: 4783 Santuit-Newtown Road, Marstons Mills, MA
COMMONWEALTH OF MASSACHUSETTS
<Barnstable>, Massachusetts
Percolation Test*
Date: 3/24/06 Time: 12:30 PM
Observation Hole # 1 2
Death of Perc 42" 32"
Start Pre-soak 12 : 37 12 : 4 9
End Pre-soak 12 : 44 1 : 02
Time at 12" 12 : 44 1 : 02
Time at 9" 12 : 45 1 : 03
Time at 6" 12 : 4 7 1 : 04
Time (9"-6") 2 minutes 1 minutes
Rate Min./Inch - < 1 min/in < 1 min/in
* MINIMUM of 1 percolation test must be performed in both the primary area AND reserve area.
Site Passed Site Failed ❑ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Performed By: Raul Lizardi-Rivera
Witnessed By: Donald Desmarais, R.S.
Comments: Perc. No. 11249 Location for proposed septic system lies
within the existing building . Test pits and perc . test performed at
locations near the proposed system location . A stripout of unsuitable soils
down to the naturally occuring sand layer required after demolition of the
existing building for the placement of the proposed system.
DEP APPROVED FORM-12/07/95
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�L _ r ��`1♦ : : N97.2 ;� 99 8 LAMP ON THE GROUND #
VW 7 B N O ,
N� ism �,; �" GP��� 1 ����• # "ENCROACHMENT" PROPOSED SPOT GRADE 96.2x
ypO�G Hof ;. STON DRIVEWAY EXISTING SPOT GRADE 99.00
FREDERIC AND SERENA WEINSTEIN TRUSTEES #
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.... .. ... . ... .. . ......... o W PROPOSED GRADE
—96
464 WAKEBY ROAD 464 REALTY TRUST �. °j .•.•.•.PROPOSED.'.'.''.'.'.'.'.'. .
-
a - ♦ •:•:• •• •:...DRIVEWAY 9 89 , EXISTING GRADE —96
I All PROPOSED ?" WATER SERVECf' Tt7 0/ ... 98.
BE SUTE W /N ACCORDAN6F N/TN ,v
7JTLE 5/F LOCATED WHIN 10' Gig - 98.
PROPOSED SEWAGE&-9*0SAL 0�` ::: .:.....'' 9� :..'.'.' 99,00
tiQ •
(3) FLOWDIFFUSORS _ : ��a��� r # ^ . .. ,
WITH 4 FT. .F STONE �N`�• O\�G / RS. 0�• ..'98 3 B ROW
DEORS
ALL //
BVW-898 6
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STRIPOUT NOTE:
� • r � / s s NOTICE
FT. ALL AROUND
THE CONTRACTOR SHALL EXCAVATE 5 _ y / ♦ �/ Unless and until such time as the original (red) stamp of the
THE LEACHING FACILITY AND DOWN TO THE SAND LAYER. S ♦ IM 98.48` responsible Professional Engineer, or Professional Land Surveyor
• \ REMOVE AND DISPOSE ALL UNSUITABLE MATERIAL AND ?� `• ♦ # / appears on this plan:
BVW_9 \ REPLACE MATH CLEAN GRANULAR SAND CONFORMING �»>///♦ 98 5 / (A) no person or persons, including any municipal or other
O S ? 98 71 public officials, may rely upon the Information contained herein; and
WITH THE SPECIFICATIONS SET FORTH IN 310 CMR '♦ x�: 6)
\ 15.255 (3). 'Y `� j (B) this plan remains the property of IHolmes & McGrath Inc.
1
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\ �Q C ♦ �7 � � V 98.459
\ ♦♦ // r• mil RIM 98 3 5 ADD BORDERING VEGETATED WETLAND LOCATION
BVW-10 \ r00 FZ •' 97.8 ,C 0 /12/06 AND RELOCATE HOUSE AND SEPTIC SYSTEM LMC
DATE DESCRIPTION Drawn hecked
REVISIONS
\ CB FOUND
\ BENCHMARK AG BOLT HYDRANT 401 �$ • ss s � �O�`' BROKEN PLAN
NOTES
EL. 100.78 c�L FOUND \\ OF PROPOSED SEWAGE DISPOSAL SYSTEM
�V � `
I, �¢✓���tN°F MAss,;cr PREPARED FOR
1. BUILDING NUMBER:783
98.90 98 5 g�^
2. ASSESSOR'S NUMBER: 028-007 5 '_ z rrLar HARBOR . HOMES
a; c �:��ra #FOR 783 SANTUIT—NEWTOWN ROAD
RF ss.o o.2
3. ZONING DISTRICT: C� IN
s
4. FLOOD HAZARD ZONES: C
MARSTON MILLS BARNSTABLE, MA
5. BENCHMARK: SEE PLAN 98.57 LAB°s
6. TOPOGRAPHIC INFORMATION BASED ON AN ce �TM GRAPHIC SCALE
DISK FOUND " _ -7-7
0 N THE GROUND IN
STRUMENT STR UMENT SUR
VEY
SCALE: 1 20 DATE. MAR. 24, 2006
7. ELEVATIONS SHOWN ARE BASED ON AN ASSIGNED
20 10 0 20 60 ��
99 5 holmes and me rath, Inc.
VERTICAL DATUM. 99 aengineers
civil and land surveyors
8. REFERENCE: PL BK 225 PG 151, DD BK 3468 PG 19 CB WITH IN FEET 362 i ord street 508 548-3564(PHONE)
`�' TrhrcT;rr M
9. THE LOT IS IN GP GROUNDWATER PROTECTION OVERLAY DISTRICT DISK FOUND g
1 inch = 20 rt. falmouth, ma. 02540 508 548-9672 FAX
10. THE LOT IS IN WP WELLHEAD PROTECTION OVERLAY DISTRICT u-POLE DRAWN: LAC CHECKED:
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11. THIS LOT IS LOCATED IN A DEP APPROVED ZONE II. WAKEBY ROAD 75/61 H HARBORHOMES 206031 206031WS.DWG JOB NO: 206031 DWG. NO.: 86-4-29 SHED !JN 3
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Z ® ,Y-O �\ PETER V. AND HELEN MARY OWENS
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VEGETATED _ ® •oN
WETLAND
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BVW-6 6 52• '' CONCRETE
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�. 1 C CRETE rn 99 23
•CONCRETE, 14.1STEPS
� 95 3
Ir, STEPS y'to
C 90.99 g4 Q �6i g 1 99.32
I CERTIFY THAT THE HOUSE AND GARAGE - �;' 99.35
ARE LOCATED IN FLOOD PLAIN ZONE C AS '' ''' _ - �° s s ;' AIL
PARCEL 4
SHOWN ON FLOOD INSURANCE RATE MAP r CONCRETE '` 97.2 ' 99 8
COMMUNITY PANEL NO 250001 0015 C Bvw-7 N sTEPs
N/F a� o) EPTIC '�• 6 # ENCROACHMENT"
AND THAT FLOOD PLAIN ZONE C IS NOT A PIPE .'�• �� STONE DRIVEWAY
SPECIAL FLOOD HAZARD AREA. FREDERIC AND SERENA WEINSTEIN, TRUSTEES _ h(O g # �' a o
464 WAKEBY ROAD 464 REALTY TRUSTBULKHEAD
A TOP F FOUNDATION 98 89 r
DATE *GISTERED PROFESSIONAL 5 �'q`r�o •s, ' s�. CHIMNEY 98.
LAND SURVEYOR 1� 'o� '`.�,�'Fa�-�y gg 98.
1ILL - �s C ti� 98 3 BROULDERS
0 OS 'go /
BVW-8 •• .o �•
9 °000 a
6 g �Q hd O/ 98 6
I CERTIFY THAT THE HOUSE AND 1 r, �
O CONCRETE O /�
GARAGE ARE LOCATED ON THE LOT AS _ o ,s � STEPS o0 �
C�:ti' O O
SHOWN. _ e �� s s NOTICE
1 ••9jQo�'��p� .c���s, I 98.4 / Unless and until such time as the original (red) stamp of the
• \ •d�,C�c.G BVW-9 98 5 responsible Professional Engineer, or Professional Land Surveyor
\ ,c• F O 98.71 appears on this plan:
0 Q'i,, J� _`� (A) no person or persons, including any municipal or other
DATE REG TERED PROFESSIONAL \ -9�0o gy `(2 I,j 7 ° V 98.459 public officials, may rely upon the information contained herein; and
\ 10 s�F 6/ I� fir' O RIM 98 (B) this plan remains the property of Holmes & McGrath, Inc.
LAND SURVEYOR BV1N-10 0 • r
\ �� , y , 9�e 5/11/06 ADD BORDERING VEGETATED WETLAND LOCATION TMS
\ `°�,� •• ,��h�' J0� DATE DESCRIPTION Drawn Checked
\ \ ° ,Gti • CB FOUND R E V I S 1 0 N S
\ BENCHMARK �� 98 5 O BROKEN
\f TAG BOLT HYDRANT #1401 CB �M v /• PLAN
NOTES EL. 100.78 NAIL FOUND - \`�
OF EXISTING CONDITIONS
1. BUILDING NUMBER:783 J
98.90 5 98 5 PREPARED FOR
2. ASSESSOR'S NUMBER: 028-007 _ � HARBOR HOMES
3. ZONING DISTRICT: RF 9s.0 CAP/ FOR #783 SANTUIT—NEWTOWN ROAD
4. FLOOD HAZARD ZONES: C / IN
5. BENCHMARK: SEE PLAN 98.57 MARSTON MILLS BARNSTABLE, MA
6. TOPOGRAPHIC INFORMATION BASED ON AN CB WITH
ON THE GROUND INSTRUMENT SURVEY DISK FOUND GRAPHIC SCALE
7. ELEVATIONS SHOWN ARE BASED ON AS ASSIGNED SCALE: 1" = 20' DATE: FEB. 22, 2006 `
s9 5 20 10 0 20 60 ��'��� of
998 MAsss
VERTICAL DATUM.
holmes and me ra h, Inc. ���= cy��
8. REFERENCE: PL BK 225 PG 151 DB BK 3468 PG 19 CS WITHMARY
BEET ,r
civil engineers and Ian surveyors T
,�o`' ELLEti N
9. THE LOT IS IN GP GROUNDWATER PROTECTION OVERLAY DISTRICT DISK FOUND ( IN "M > 362 gifford street �508� 548-3564(PHONE) U No.20291
10. THE LOT IS IN WP WELLHEAD PROTECTION OVERLAY DISTRICT i inch = zo ft. falmouth ma. 02540 508 548-9672 FAx `' �o�F 9F ssEP�° �.. 01
ss s�
11. THIS LOT IS LOCATED IN A DEP APPROVED ZONE II WAKEBY ROAD �°' 75/61LE DRAWN: SGL, LAC CHECKED:
H HARBORHOMES 206031 206031 WS.DWG JOB NO: 206031 DWG. NO.: 86-4-29 EET 2 OF 3
�;'T'•.:� �- --�-•ter - . � , •
------------------
C -
GENERAL NOTES
Fln&h grade above and odJhcent to syestem steal s/o�oe oIMOy of o m/n. of 2x DESIGN CRITERIA
1 No change to this system shall be made unless
40 PVC e t t is 9 Ys
J t Jran or Schedule
4 d om. cos /P � )
100 • • • • • • • •20`Mhi. dlstonbs• (bul/diny 'to edye�of leachOg�sistern) Number of bedrooms 3 Equivalent to 330 gal.'s/day approved in writing by holmes and mcgrath, inc.
First Floor 2-Removable covers within Garbage disposal unit: NO 2) Subject to inspection during construction by the
El. - 97.1 s of finished grade Proposed D-box with Leaching area capacity required: 330 gal. s/day Board of Health and holmes and mcgrath, inc.
Access Holes in Tank to Side area proposed: 88 s ft.
be 24" in Diameter access manhole withi ,�"LOAM AND .SEED Side P q' 3) Heavy construction equipment shall not travel
6" of finished grade Bottom area proposed: 384 sq. ft.
r disposal an during or after construction.
ov
er d s osa system u
P Ys 9
ROUND SURFACE PROPOSED GROUND SURFACE Total area proposed: 472 sq. ft. r accordance PROPOSED G 4 Disposal system to be constructed in acco da e
Proposed leaching capacity: al. s da ) P Ys
� �:; (,�iN) Novo=9,�cn P 9 P Y 349 9 / Y
w w ,U/N REO0=91.7? Water supply: TOWN with Title 5 of the State Environmental Code.
« N ACKFILL
D CA 2 layer of to
( J
« CLEAN B
Ye
din design
..::• 15 L.F. 4 PVC s=0.02 '• « - 2 I 4 PVC Pipe x w Precast concrete units. H-10 & H-20 loading ) A co of these Ions must be kept on the site
s-0.01 MIN level = 1 Elev.= 92.72 15. MINIMUM DISTANCE d the t t P
13 F. 4 P - 15 L.F. washed stone PY P
________� - ---- - -- - during a time o construction.
Ion.
j. o o 6) A copy of these plans must be furnished to the
}.
h disposal system.m n r or constructingt e d 0111111
co tact
•�'• P Ys
layer f
•
6 aM o
h
Ye
:H.
h ..
'c1'ub b
7 Before b ckfillin the contractor shall notify
•f •1
Beoe a
9
•F i o to
oundaton �
i Tank •n Septic c •.�i 0 Gallo �'•
1 50 �
P compacted
P 44
"� ry
o m constructed.
inspect the system as o N o• Agent to sec
Design 4 double washed g P ys
n
o,
sto e
a. n II r n
B Others 4 II q o, �'sto e a a ou d:`
Y
n variation between
8 If the contractor encounters a
e a N N N
� infiltrator
Y
E7eis=eX the existing conditions shown on the plan and the
Bottom of test hole
STAB&1,?F, 1STURBEI7 AREAS conditions encountered On the site, Or any soil
c c STRIPOUT NOTE: AND .SLG1�E N11h/ i�GETAAGW
THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL AROUND THE _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . condition different than shown on the soil log, or
. . . . . • . . . . . . : . . . . . . . . . LEACHING FACILITY AND DOWN TO THE SAND LAVER.
6 LAYER OF CRUSHED COYIIPACTED STONE REMOVE AND DISPOSE ALL UNSUITABLE MATERIAL AND any adverse soil, the contractor shall immediately
REPLACE 1MTH CLEAN GRANULAR SAND CONFORMING WITH
THE SPECIFICATIONS SET FORTH IN 310 CM 1b.2W (3) contact holmes and mcgrath, inc. Holmes and
mcgrath, inc. will examine the soil condition
and report to the owner any suggested revisions.
15' VARIES 15' MIN.foundation Septic Tank D-Box Flowdiffuso� BREAK-OUT
SECTION A—A
SOIL TEST
SCALE: 1/4" 1' Date of soil test: 3/24/06
Test taken by: R. LIZARDI—RIVERA
Y
Results witnessed by: D. DESMARAIS
Percolation rate: 5 MIN./IN.
Ground water NONE ENCOUNTERED
I
i
DEEP OBSERVATION HOLE LOG NO. '1 — 11249
" LEBARON FOUNDARY MODEL
4 LOAM dt SEED FRAME AND GRATE OR EQUAL. �` SOIL SOIL TEXTURE SOIL COLOR SOIL (st OTHER1
DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLINGSTM EON DIM
I
FINISHED GRADE ADJUST GRADE WITH BRICK
0" 91.0
' GRA L SILT FENCE o=10" 90.2 O A SANDY LOAM 5YR 3 3
ORDINARYl80RROW 5" Y LOAM
(TYP.) = 9SAND
24 :. '. ', •• ' ..I ". L C1 20X GRAVEL
PRECAST CONCRETE RISER '
INSTALL POLYLOK FLOW EQUALIZERS
ORDINARY BORROW—,,
r r
ON ALL OUTLET PIPES
FILTER CLOTH (typ.)' 60
C2 5.T GRAVEL
7rCONCRETE COVER
ALL OUTLET PIPES FROM THE 8"
DISTRIBUTION BOX SHALL BE 5 — 5" OU ......
TLET '
SET LEVEL FOR AT LEAST 2 FT.
KNOCKOUTS o Z
I •. m
INLET 3/4" TO 171 m p
�\ OUTLET I `� I W H SCR E �o 53 >z —
y TONE _ j�' DEEP OBSERVATION HOLE LOG NO. 2 #11249
15.5" 19.5" �n� �;o '=' • 111
\ i 11.25" m �^o�° '`� I I I DOUBLE STAKED OTHER
i SOIL SOIL TEXTURE SOIL COLOR SOIL (s1RucTM
`��, :•': o�rn=20 l II t I HAYBALES TYP. (USDA) (Munsell) MOTTLING STM WJ�
o I I DEPTH ELEV. HORIZON 0XISSiEWY s WA
. ' . .
6' DEEP 0 2=1 Ni V
20
• _ 3" �oo�im D" 91.5
- z
1.7a �D �z>m NOTES: O=9" 90.8 A SANDY LOAM 5YR .Y 3
g3•�:7ZZ
PLAN SECTION CRASS—SEC ON y o cn 1. BALES TO BE TIED WITH ORGANIC FIBER TWINE ONLY, -
NO PLASTIC OR WIRE. = BSANDY LOAM 75YR a&
5 HOLE DISTRIBUTION BOX D"'m O 2. HAYBALES AND FENCES TO BE SECURED WITH »
4
6 DIA. r MIN. 2"X2'X3' WOODEN STAKES, DRIVEN 18" — Cl 30X GRAVEL
SCALE: 1" = 1' MIN. INTO GRADE. - C2
UNDISTURBED BASE SILT FENCE & STRAW BALE
NOT TO SCALE
TYPICAL LEACHING PIT
SCALE: 1/2" = 1'
I
Holes 4 Dlam�tK Acc� �•
r •2 2
1
NOTICE
To ALL ACCESS MANHOLE COVERS FOR Unless and until such time as the original (red) stamp of the
I
ISTRIBU71ON BO
SEPTIC TANK D X,
INLET 1 W� AND LEACHING STRUCTURE SET MORE responsible Professional Engineer, or Professional Land Surveyor
THAN 6" BELOW FINISHED GRADE, i I I appears on this plan:
SHALL BE RAISED TO WITHIN 6" OF ; ( I (A) no person or persons, including any municipal or other
FINISHED GRADE. public officials, may rely upon the information contained herein; and
•�° .�— I . I (B) this plan remains the property of Holmes & McGrath, Inc.
J
° I 5/12/06 REVISED SEPTIC SYSTEM SECTION LMC
STEEL REINFORCED PRECAST CONCRETE ovae'1's" I——————— I I —————— —
d
PfacmI A CLEANOUT AND Removableo DATE DESCRIPTION Drawn Checked
PLAN VIEW TAW I„ ,e i INSPECTION COVER ---- " «
2 layer of i to R E V I S 1 0 N S
I l Clean backflll washed stone
,, �, ----------------- - ---------------- CONSTRUCTION DETAILS
"'a �'« �°° a �— 8' — " o o OF PROPOSED SEWAGE DISPOSAL SYSTEM
U_A `�'td'""' Flowdiffusor PREPARED FOR
N
N of Ir to 14" of J" to it HARBOR HOMES
4-0'mh.
double washed double washed
UsN th ram �a ewa stone all around stone all around FOR #783 SANTUIT-NEWTOWN ROAD
QM BAFFLE _ i
infiltrator infiltrator IN
'f O
0 CROSS SECTION MARSTON MILLS BARNSTABLE, MA
SCA
LE: 1 4 1
CROSS—SECTION END—SECTION 0
. �
SCALE. AS SHOWN DATE. MAR. 24, 2006
9w I , t� GE tag
KNOCKOUT'S FOR Lam---4 ID*
TA ATI N holmes and me rath, inc. ^c �, _
TYPICAL 1 . r w BED INs LL o
• 1 4"= 1' H-20 LOADING (30) 2 x 5
• TIMO?t R1 ;:,
SCALE. ( ) civil engineers and Ian surveyors 5AN
/ OPENINGS
362 gifford street 508 548-3564(PHONE) " VIL`fl
TYPICAL FLOWDIFFUSOR® falmouth ma. 02540 508 548-9672 FAX ° s
`E �3T �0
SCALE: 1/2" = 1' DRAWN: LAC CHECKED:
H HARBORHOMES 206031' 206031 WS.DWG JOB NO: 206031 DWG. NO.: 86-4-29 SHEET 3 OF 3