HomeMy WebLinkAbout0096 SAWMILL ROAD - Health 96.Sawrrii11 Road -
- - Marstons Mills
�— — ----._ A= 063 —066 .
a '
No. C7 S Fee Zee
THE.COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HE H DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftphCation for Zisposal 6pstrm ConstCUition Vtrmit
Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) ❑Complete System P-(ndividual Components
Location Address or Lot No. Q� �j Wy,,�' \` Owner's Name,Address,and Tel.No.L'. �. VLF
Assessor's Map/Parcel q� y� / S'dw `'\\ �PQ ��— 31;v+ Q-3
Installer's Name,Address,and Tel.No. �< �C� esigner's Name,Address,and Tel.No. � a Pi h"ld
P,c G3d+�`3 Z( S'og- �Gps'S 0.a.lae*. Q030
L SA
Type of Building:
Dwelling No.of Bedrooms Lot Size L(�Do? , Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) J_3 O gpd Design flow provided 73 gpd
Plan Date `%��a d l j Number of sheets ' Revision Date
Title
Size of Septic Tank (= G.e� �x, �.��Type of S.A.S. \A.0 5 � �73Q K�
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)�•��,,7 p- 7C ,��, �Q ,qp
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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
e Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 0-0 �-- Date Issued
- - - - - -------------- - - -�
) 1 /Dr .:
No. Fee
FtE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEA TH (VISION -TOWN OF BARNSTABLE, NJ�►S. {ACHUSETTS Yes
ltlYiPatlou`fOr -Misposaf *psttm ConstrucF n Vfmit
Application for a Permit to Construct( ) Repair( ) Upgrade(V `Abandon( ) ❑Complete System Individual Components
Location Address or Lot No. O r�er's Name,Address,and Tel.No.
1 a 3 vkz
Assessor's Map/Parcel to 1 " 1 lei�� �'�\l�, vs: CG Q 8s
Installer'sName,�ddre "and Tel.No.�� Rc,�j rDesignex's Name,Address,and Tel.No.t--�tie
7
Type of Building:
Dwelling No.of Bedrooms Lot Size A—_rL sq-ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures "
Design Flow(min.required) 3 3 gpd Design flow provided J SJ gpd
Plan Date �l�o7a I Number of sheets ' Revision Date
Title
l e G,e �x',-S T e of S.A.S. 'A )S 3 l L_e c d,. b
Size of Septic Tank � `, yp ,� l�
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) tJ'Gu7 �' 2C W•^�G o!Q ���
Date last irispected:
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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed t/ Date 1
t r�
Application Approved by Date
Application Disapproved by Date 1,
for the following reasons
�j .
Permit No. +�"� E � Date Issued f
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ::
Abandoned(
at Q-ro k ,�. �� has been constructed in accordance l
with the provisions of Title 5 and the for Disposal System Construction Permit No. ) '1/T/-t� dated 4- ``
Installer -�✓ Designer
#bedrooms Approved design flow _ ' gpd
The issuance of this pe t,sh t e onstrued as a guarantee that the systemwi-ll-fw ictio a designed.
11
Date , Inspect ra,
- - - - ------------------- - -----
,I / -
No. ��l' f Fee
- THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstrm Construction 3dermit
Permission is hereby granted to Construct( ) Repair ) Upgrade(--5"- Abandon
gr ( )
System located at \("I—) �w� V vy
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Constructilon' ust be ccom letedl within three years of the date of this permit.
Dateby
`C "t 4 Approved -�1
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
Public Health Division
s`� Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: s o SewagePermit# Q67 Assessor'sMap/Parcel (03)U(o
Installer& Designer Certification Form
Designer: GSN Installer:
Address: e 0 i 30f- 1-030 Address: -Rd, 5&--,A 3 7�
�C d'o A 0
On ` E f .was issued a permit to install a
(date) (in taller)
septic system at Ito AI U. Ka►rS trts �,�(r based on a design drawn by
(address)
CS r14 ,tine.,e-<«g dated 2-'-J t l
(designer) J
I certify that the septic-.system referenced above was installed substantially according to
the design, which may�ihc de minor approved changes such as lateral relocation of the
distribution box aid/df's-tic tank. Stripout (if required) was inspected and the soils
were found satisfactory,
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 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. Stripout(if required ed and the soils
were found satisfactory. WOF,k4
UNDA J.
(Installer's Signature)
0 ,01. - -01.S 'E -
(Designer' Signature) (Affix Design ere)
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:\office forms\designemertification fonn.doc
THE COMMONWEALTH OF MASSACHUSETTS
BOARD H EA H
r1f-%0A---..... OF......... . ...
Applirta#inn -for Din niiFal Worko Tonotrnrtioat Vrrukl.
...
App 'on is here made for a Permit to Construct ( ) or Repair ( ) an' Individual Sewage Disposal
System,at.. /y/>x f T�/►�S �/l s:,�
tiU
> Location-Address or Lot No.
/.'_�I,//, �T ----- ----------
l a4�ner / / �flar�esq
'c�. ------•----- -- .........................................
Installer Address
Q; Type of Build' Size Lot. :_� ....Sq. feet
U
Dwelling No. of Bedrooms_____________ a
� .Expansion Attic ( ) �rbage Grinder
pOfher—Type of Building __---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( )'
a' Other fixture -
Design Flow__.._.--.--- � ----------------gallons per person per day. Total daily flow_:_.;__.._....----•----gallons.. M '>
W Septic 1<<n Liquid
capacity__ JP.-�/iclthns- ---Length To-----Len Width
�0�_...__-_- -. 11l, leaching area.. Depth.-_. _s . f"t:
x ----------
Disposal Trench N gt Totale g q
Seepage -Pit No%/� - t �`�h'below inlet..........= Total leaching area sq.Tft.
Other
bution box
Dos
z Percolation 1Test Results ) Performed bying tank--(-----)-__-v�_..----�?G-�?iC�'_____•_____ Date....1/ait
Test Pit No. 1________________minutes per inch Depth of "lest Pit__-________________- Depth to ground r--_-__--_-.__-__-__---.
G7, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to grolpnd water_. ... .-_-_-____
G4 i ---------- - r/_ f
Description of So - ��' ---- .------- C ----------------
----------------- � ==
W ----------------------------------- ------------•'•---•-•---••-•-••--••-•=------••--------•------------.... --- ---- = ------ -- --
--------- ---
V Nature of Repair r iterations— ns er wh pplica le., 2 -- ....I---
.. ----- ------
Agreement: sou - ralSew
:;.The undersigned agrees to install. the aforedescribed Indivige Disposal System in accordance with
th`e provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in .
operation until a Certificate of Compliance has been issued by the rd of health.
------------------------- �t
/Date q, �
Application Approved By--------- --/ • - ----- -------- - -.
tli follApplication`Dis io o owl, g r y _______asons:r _
r� -- -
e Date '
Permit No......................................................... Issued...V - ---/
ae
--- - - --- ------ —�-- -- ------------------------------_
t• t _Fizz '
i r
THE COMMONWEALTH OF MASSACHUSETTS
BOARD HJEA
A,.
� firtttiva� `fnr;r i u�ttfWorks T.onstrurtion, Vgmit.,
Application is hereby made fora Permit to Construct ( ) or Repair ( ) an-Individual Sewage Disposal.
System at _
Loc4tion-Addre or Lot No. -
/Lj S --------- -cc c -------------•---
.T'� n-ne. —, �.�_.Q Address
Tq Installer Address K �jj
Q Type of Bafild n S'ize Lot. 7>d------
Attic feet 4
U Dw 11ingNo. of Bedrooms.-�___._._ ___________________Expansion Attic ( ) Gfbage Grinder ( )
.,
/'Other—Type of Building .-_----_________----------_ No. of persons---------------------------- Showers ( ) — Cafeteria ( )
a f%
Other fixtures . --------------- ---------
Wf
f Design )Flow.............. _.�______________--gallons per person per day. Total daily flow_____, ___._._.__._.....gallons.
Septic Tank—Liquid capacity--------------gallons Length_______________ Width.. ....... .... Diameter ------- Depth------------
Disposal .
Trench No_ ___________ __ idth__ of , Length____.________._.__. Total leaching•area_._... ----------sq.1 x' -
- Seepage''it}No :__-- t e /---�--- ep '"blow inlet-------------------- Total leaching area------ ----------_sq. it N
y -
z. Other`Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed bY........................................................................... Date------------------------------------...
Test Pit N1o. 1----------------minutes per inch Depth of Test Pit.................... Depth to'ground water..-----_---_.--__-.---
G%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-------------------------
O _______________________ _________________________________________________________________________________...__.___.__.___._...._.._._.________..____I
„� _.__....
1
Description-of Soil-----------:................................................................................................................................ ------- ---------------
x
W
----------- = = = :.
U Nature of Repairs or Alterations—Atiswer when applicable._.--------__----------------------•-.-.-_._ _--------_.-_-----:._--•--...-. I
-------------- -- ----- -------.- _-------------- - ---------•--- -
A•reement. 4
The under agrees to install the aforedescribed Individual Sewage Disposal System in accordance With '
the provisions of+''Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in
operation unt A Certificate of Compliance has been issued by the board of health..'
`signed - ........
j laC
Date
-- ---•-•-----•---APPlI �+f� fV tlon APProved BY
1 ' Date $p
'r
AZ icatton Disapproved for the following reasons:.......A----------------
t
l ----------------------------------....................------------................................... - ..
H Date
jPermit No.......................................................... Issued-------------------------------------------------:......
Date
e.' , -
THE COMMONWEALTH �OF'"MASSACHUSETTS '
BOARD OF HEALTH
r.
Trrtifir-tv of nntp i'aurr ,
THIS-IS-TO CERTIFY; That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by ----•------------------------------------------------- ----------- --------•----•--•• =-------•--- --.....•-- ••--.--- r .....---
i I F
of
n»to t
f , 1 s Il l h r i h h , r" i ton '' r Ic heat` 'nit- o e as desert er in t e'
�. �.
as een Installed m acco dance w t t e p d� s _ s o t � y. _
' application for Disposal Works Construction Permit No._._.. :`._..._ .. ____ y dated .
I THE ISSUANCE OF, THIS,?CERTIFECATE SHA;)J4'dP'-__1 CO`MSTRU`ED"AS A GIIAR-A?i i THAT THE
SYSTEM WILL FUNCTION SATISFACTORY. ff
DATE-----------------------------------------------------......................... Inspector----------------------------- .......................................................
THE COMIMONWEALSTH OF MASSACHUSETTS
BOARD 'OF HEALTH 1 f
.................. .. a .......:............-•--•---•------------------------•----........-•----
0 ..................•• .. FEE_......................
• �i��u�tt1 a�r�� �u��trurti>Q�t �rrmit �� � -- , .
Pi!r ission is hereby granted. =' .......................................................................................
��/t�to Construct (�%yj�)�or.Repair ( ) an Indiv,i ual Sewage Disposal System , -
` �. Y - _.I __ _�_ _ate____. ..._ _. ......A.......... .............................................:_...............• Q , �treetas shown on the application for Drsp sa orks Co L�tOh Permit .... ............... Dated•----------------------------------------
oa_ r ealth
ti''INRM 1255'. HOBBS & WARREN, INC.. PUBLISHERS
h
i
TOWN OF BARNSTABLE 1%
LOCATION of �C,c /)tt ri I CJ SEWAGE #
VILLAGE 4��,tCt���n� 1U�1S ASSESSOR'S MAP & LOTNc P _
INSTALLER'S NAME & PHONE NO. ra c 10,J serlj�l L 77 R- 0P`1
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size) >C
NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER P, ,
BUILDER OR OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
P+
L
i�,V1�
Town of Barnstable P# t 2 j/ f
Department of Regulatory Services
Public Health Division Date
MASS.
rED MIti�1� 200 Main Street,Hyannis MA 02601
Date Scheduled Time Fee Pd. UO
Soil Suitability Assessment for Sewage Disp7f,
al
Performed By: GsN Witnessed By: G', 4(
LOCATION& GENERAL INFORMATION
Location Address Owner's Name
9 6 Sctwrn'I I >"c�l. Lea f y
Q LG rS-hng Address Sr��12
Assessor's Map/Parcel: (j�S (�(�(o Engineer's Name Uraa_ J, 9�nlo
NEW CONSTRUCTION REPAIR V Telephone#
Land Use go t11 zn-k,a l Slopes(go) — Gn Surface Stones K10
Distances from: Open Water Body 0 G ft Possible Wet Area—WA—ft Drinking Water Well AA—ft
Drainage Way ft Property Line ____GJ_ft Other ft
SKETCH:(Street name,dimensions of tot,exact locations of test holes& rc pe tests,locate wetlands in proximity to holes)
79
3
e.
Parent material(geologic) Col&awl OEA V Sh Depth to Bedrock 710
Depth to Groundwater. Standing Water in Hole: N lA Weeping from Pit Face �!
Estimated Seasonal High Groundwater I A
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in, Groundwater Adjustment f[.
Index Well# Reading Date: Index Well level,, , Adj.factor„ Adj.Groundwater Level
PERCOLATION TEST Datr at 'rlme.l am
Observation
Hole# ` Time at 4"
Depth of Perc LP O 1t Time at 6"
Start Pre-soak Time @ 00 Time(9"41)
End Pre-soak Db
Rate Minibch
Site Suitability Assessment: Site Passed V 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:ISEPTICIPERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# -I
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders.
o i tency,%Gravel)-
0 - 10 a A M S
L 0 1'A'
-�}S� G FSL to Sly
DEEP OBSERVATION HOLE LOG Hole#-U—_)-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.% rave
b o A
_ o L to LO q,
3D sa Cr FSL 10 CLC
5d_- I2V C, Meel. Sand n l610/y
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (.Munsell) Mottling (Structure,Stones,Boulders.
Con i to cGravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Consistency,
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No.:✓ Yes
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? ts -
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on NOV LOW- (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 trai ng,expertise and experience described in 310 CMR 15.017.
Signature Date i
Q:\S.EpT1C�PERCFORM.DOC
I
TOWN OF BARNSTABLE
S'LOCATION �m �„�,;,\ ` ���d SEWAGE#
VILLAGE �r� ins �Xk ASSESSOR'S MAP&PARCEL 3
INSTALLER'S NAME&PHONE NO.'�),�_,�SZ�
SEPTIC TANK CAPACITY \®<2<b
LEACHING FACILITY:(type)f;�Jj 5 A 0Lc_3 gr f�0 (size) :�;?$''K I(,C"K 16
NO.OF BEDROOMS � ���'`9'� -3 Y_ S—
OWNER
PERMIT DATE: �/� � �JT j COMPLIANCE DATE: "04
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?
-ems,J,l
a
® O ®1
3 J —
v��
c
TOWN OF BARNSTABLE
LOCATION Lj SEWAGE #
VILLAGE aLS�(7)\.AS r �S ASSESSOR'S MAP & LOTfggP 3 rc
INSTALLER'S NAME & PHONE NO. C,G?�Oe�Qv�� Je i �, -77 R-- ()Qq
Y
SEPTIC TANK CAPACITY /Oo r) j(o�
LEACHING FACILITY:(type) �il+ (size)
NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER ( A ml c �4P_I QOOAL4
o
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
1
Fy
C- loco' Ggilo\A
�G V)
l
'3
Iu T
77
r � �.
.-. � _ �,
�� � --�_, F r v
r. � �
6 � r
r
i
/. -
_ _,�. ...___. f.._�
_ � -.w.--w�-
T J
��.r
f`,.
�._
r. +,
j � 'x r
l
_.. _ - --1
�.
�` � f ^
MAR5TON5 MILLS,
TOP OF FOUNDATION 24"d1ameter concrete covers
EL=88.0 raised to within 6"of finish grade 4"PVC VENT MA
(or as noted) Inspection Port and cap with magnetic 36"
t MIN 4 CAP BY"SWEETAIR" ace Ln
marking tape to within 3"of grade TWENTY(20) ADS ARC36 (36 16BD2) LEACH
Existing +EL EL=69.0+ E1=69.0-90.0 CHAMBERS IN BED CONFIGURATION IN FOUR(4)
ROWS OF FIVE (5) UNITS EACH
� 25'
cn Bdr B3
min CoverDining Bdr
18" :for
5.0' 5.0' 5.0' 5.0' 5.0' #2
H-20 Loadin C Bth
66.4_ - /
Existing '55.2+ Vent t t✓ 0�� pr
.. N _
I Loving
Q? D-BOX Unfinished Mud Mystic Lake \
n N I Lndry Open Bth Kitchen Rm Office
t`xistm 65.7•+
O 65.4+ �:� N 64.9/ 64.62 _ � d
I
Existm9 _ Y } Existm9 N I O
Pro sad JI 83.92 Basement Layout I st Floor Layout 2nd Floor Layout T�"t/ebac 3 /
Gas Baffle N
u_ k Rd i
Congest Run TWfIVTY(20)A05 ARC36(36/63D2) 5
30' 9' __II
LEACH CHAMBERS IN BED pp p
Existing DB-6 CONFIGURATION WITH FOUR(4)ROW5 /n5pection Port(See Note#4) FLOOR FLAN.
N
m II
EXl5TIN6 l 000 GALLON (H-20 Rated) OF F1l/E(5)CHAMBER5
NOT TO SCALE a_ -
=76.6+Bottom of Test Hole PLAN VIEW �OCL)5 --
SEPTIC TANK D-BOX LEACH Cl�IAMBERS EL
(H-20 Loading) SCALE: I " = 10'
FLOW PROFILE
SITE LOCUS
NOT TO SCALE
NOT TO SCALE
I .) Assessor's Map G3 Parcel GG
2.) Reference C 145497
3.) Land Court Plan 3075 1 -F
4.) This property is in a Zone II of a Public
Water Supply
5.) Flood Zone: C
Parcel G7
Town Water
/
INSTALLER TO VERIFY THE LOCATION OF A,LL /
UNDERGROUND AND OVERHEAD UTILITIES / 100' Buffer
PRIOR TO THE START OF ANY EXCAVATION / 94 S ?6o Zone LEGEND
0
ACTIVITIES AND RELOCATE A5 NECE55AKY / I 92 00"E
(5EE NOTE #15) \ I I 50' Buffer EXISTING SPOT GRADE
/ /9?,` Zone 24x5 PROPOSED SPOT GRADE
I u I I I EXISTING CONTOUR
/ I I 0 24- PROPOSED CONTOUR
/ LOT 38G \ I 91 I w WATER SERVICE LINE
/ Area= 1 .02 Acres± U 1 O OVERHEAD UTILITY LINES
I
u UNDERGROUND UTILITY LINES
GAS- GA5 SERVICE LINE
1 - TOP OF BANK
LIMIT OF WORK
bA 62 IS" ��� EDGE OF CLEARING
FENCE
1 1 I I I TIP
TEST HOLE LOCATION
5T SEPTIC TANK
I GAS nit / Eastm 5t tic Cam vents l to
DB DISTRIBUTION BOX
GAS Proposed SAS g P SAS SOl L ABSORPTIO�J SYSTEM
/ (SeeP/an Vliew) j \ / beAbwnd*ed(see ote # l) 1 I RESERV5D FOR FUTURE USE
GA5 ij 11 I I I I Reserve
CONSTRUCTION NOTES / GA5 _. - I
GAS UTILITY POLE
/ �GA % \ I � ` I Exish�ig Septic Tank to e caj
5 1 r I ualz�d(5eeWote#20� ® CATCH BA51N
1 .) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 1 5.000):
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPAN51ON / / U \ /
OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR / I FIRE HYDRANT
THE TRANSPORT AND DISPOSAL
G o I f r� / / / i DRINKING WATER WELL
OF 5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
M / � / � `�J �30 � / / I ■ CONCRETE BOUND
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHE
VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. j
RE THERE IS POTENTIAL FOR I
SYSTEM DESIGN CALCULATIONS
3.)TO MINIMIZE UNEVEN SETTLING, ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A STABLE I O O
MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. SEWAGE DES/GN FLOW REQU/RED:3 BEDROOMDWELL/NG @ O I _O �4 / I I I I BENCHMARK
/ v►/ Top of Porch Corner
4.) COVERS OVER THG INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION 80,-,, AND THE l lO GPO/BEDROOM=330 CPO REQUIRED -
- Ex,st
SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING FIELDS, SEWAGE DESIGN FLOW PROVIDED: TWENTY(20)AD5 UNITS IN BED ng 3 Be, EL=89.0 (Assumed Datum)
TRENCHES, AND OTHER SOIL ADSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT CONFIGURATION IN FOUR(4)ROW5 OFFIVE(5)UNlT5 EACH. y,/ I Top°Dwe�GngdrOpm 1 '
LEAST ONE(I) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO �4/ r/ I
� / ` EL�88u0�tlOry �
THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, t/t =((330/0.74)/(4.b FT2/FT)/5.0 LFJ = I \ / I / p , O
ACCE5515LE TO WITHIN 3"OF FINAL GRADE. l9 ADS UNITS REQUIRED(20 PROI/IDED)
5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A 355 GPO PRO LADED> 330 GPD REQUIRED
MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND
NOT LE55 THAN I% OTHERWISE. SEPTIC TANK CAPACITY REQUIRED: 330 GPDX 200Yo =660 GPD REQUIRED _ / / /4,
G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM 5HALL BE 4" DIAMETER SCHEDULE 40 5EPTIC TANK CAPACITYPROV05D: EY15T'1NG 1000 GALLON 5EPTlC TANK
PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT I /
END OR AS NOTED. A GARBAGE 015PO5AL/5 NOT PERMITTED WITH TH15 DESIGN FLOW
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIR5T TWO (2) FEET BEFORE PITCHING I / �� / 1 / / / My5t1 c La ke
TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO A55URE EVEN
DISTRIBUTION. I /,� Existing / 1 �/ // (A Great Pond)
Gravel Drive
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN {-� C� / /
ORDER TO PROVIDE A WATERTIGHT SEAL. TEST I 1 O LE LOG✓ /
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. Test Hole#I (EL=89.5±) P#1325 1
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH Depth Layer Soil Class Soil Color Comments A
MAGNETIC MARKING TAPE. /
0"-1 0" O/A Flne-Medium Sandy Loam I OYR 2/ / // Shed
I 1 .)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. 10"-28" B Fine Sandy Loam I OYR 5/8
28"-48" C I Fine Sandy Loam I OYR 5/4
12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF THE 48"-1 28" C2 Medium Sand I OYR G/4 Perc @ GO" / // 82 1
CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF 1
THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM.
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS
Test Hole#i (EL=89.5t)
CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE
DESIGNER. Depth Layer Soil Class Soil Color Comments 88 I 1
14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE O"-G" O/A Fine-Medium Sandy Loam I OYR 2/I 1
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE 30"-5 B Fine Sandy Loam I OYR 5/ I 1
DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE 0"-52" C I Fine Sandy Loam I OYR 5/44 1
APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED, 52"-128" C2 Medium Sand I OYR G/4 n
S ?6a00,00 E I 1
15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO DATE OF TESTING: 0412 111 1
COMMENCEMENT OF ANY WORK. THI5 INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, 501L EVALUATOR: LINDA J. PINTO, P.E., C5N ENGINEERING 13 I P y
2
ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. BOARD OF HEALTH AGENT: DAVE STANTON, 5ARN5TABLE HEALTH DEPARTMENT rve Or
O;
I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING WITHIN PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C2" LAYER VARIANCES REQUESTED I I A & M Land Services
THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. NO GROUNDWATER ENCOUNTERED I I BIB Route ,28, Suite 3
lest Yarmouth, MA 02673
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY Local Upgrade Approvals: 3 10 CMR 15.403 51TE PLAN I I Pb. (SOB)I 737-1777 Em&il.• aamland0comcast.aet
SEPTIC SYSTEM COMPONENTS.
Variances: 3 10 CMR 15.221 (7) General Construction
15.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE USED Re6(uirement5 for All System Components: SCALE: 1 " = 20'
FOR STAKING, OR ANY OTHER PURPOSES. I Prepared for:
.) Sod Absorption System > 3G" Below Finish Grade
19.)THI5 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH ZONING BYLAWS, I CERTIFY THAT I AM CURRENTLY APPROVED BY THE Linda L. Ready
96 Sawmill Road Marstons Mills, MA
SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 58" Held 22"Variance Requested
310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THATtNOF
20.) EXISTING 1 000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSTALLED ON INLET AND THE ABOVE ANALY515 HAS BEEN PERFORMED BY ME
OUTLET PIPE5 IF NECESSARY, AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE. CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND r UNDAJ Proposed Sewage Disposal System
EXPERIENCE DESCRIBED IN 310 CMR 15.017. 1 FURTHER PINTO SIG Sawmill Road Marstons M1115, MA
2 1.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND CERTIFY THAT THE RESULTS OF MY 501L EVALUATION AS
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ARE v VIL
ACCURATE AND IN ACCORDANCE WITH 3 10 CMR 1 5.100 CON 5 E RVAT I O N NOTES • A 9 Prepared by:
THROUGH 15.107 FQtST
1 .) LIMIT OF WORK 5HALL BE AS SHOWN, A RONV OF DOUBLE STAKED HAYBALE5 SHALLgt��
BE CONSTRUCTED ALONG THE LIMIT OF WORK LIPVE PRIOR TO THE COMMENCEMENT OF iq ,� CSN 4-k'ap,
OF ANY WORK. I�►�►
I Engineering
INSPECTION NOTE: Linda J. Pinto, Certified Soil Evaluator 2.) ALL DISTURBED AREAS SHALL BE LAND5CAPE(D. PLANTINGS SHALL INCLUDE A MIXTURE
INDIGENOUS SHRUBS AND GROUNDCOVER FROM THE APPROVED PLANT LIST. � 2� 4� G� P.O.Box2030 Phone:(508)299-3250
PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM
Teaticket,MCI 02536 Fax:(508)548-5478
NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
LE I "_
C:\C5N\Rr-5awmiii\RR-Sawmill-SD5 Plan.dwg Date: 04/2211 1 1 Scale: As Shown By: LJP I Check: MA Project No. C5N01 G