HomeMy WebLinkAbout0105 LOTHROP'S LANE - Health (2) 105 LOTHROPS.LANE, W.BARNSTABLE
A=109-005.001 m" `
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No. 4210 1/3 BLU
ESSELTi E
10%
0 0 0 0
-4 j O TOWN OF BARNSTABLE
LOCATION y Gam't" i' SEWAGE #
VILLAGE✓_� ��f•f . �;;�, ASSESSOR'S MAP&LOT /' .&—
INSTALLER'S NAME&PHONE NO.
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SEPTIC TANK CAPACITY )Z'
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
1 /
BUILDER OR OWNER
PERMIT DATE: ^Z t. _COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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) wyd Feet
Edge of Wetland and Leaching Facility(If any wetlands exist t
within 300 feet of leaching facility) Feet
� Furnished by
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ASSESSORS'MAP N f '
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No. ,., F� PARCQ:.- /`' Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Zipprication for Migpool *rgtem Congtruction hermit
Application is hereby ma or/a 't t�onstru ( o Repair( )an On-site Sewage Disposal System at:
Location Addddres r Lot No. !may + Owner's Name,Address and Tel.No.
o'
1_ l 8P L o-m .l7i' -JeN�F PA1�1 ��� ►J 1
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Insttaalller's/N� Add r and T 1.No. S Designer's Name,Address anA Tel.No. s p$ S�� �3,y
v,/-�T' !� � lc,f` gTY�Pi+a>ly�a1^ �4,.�[a I
•�Z, c,�•�c�-�.�u�eta
Type,of Building: �� �
Dwelling No. of Bedrooms Garbage Grinder llv
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 440 gallons per day. Calculated daily flow a�09 gallons.
Plan Date to—1`I—Ck� Number of sheets Z Revision Date
Title SLM'PLAN or l.aw1. tw \Amr r 7�� — 7NlCY�A1aE
Description of Soil 't 1 0-1Zlf.--a;� � . IzIt—30 15;;02"!j . -301'-60p Dtr—. KA�p—FltIf-- C'
.3Ztt _c�a� Ca�fl� N1F�, tti `�t3JF_ 1��� �(.;— 13Zt� NS4'a�11.11� �0 1lZfl + li
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 t e Envi n tat Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by t1A and of
Signed fj Date
Application Approved by el
Application Disapproved for the following reasons
Permit No. Date Issued �'�
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1s�/� ATM' L.i..: �, s'r*•'_ ,. ti �'�.t"�. i
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No. 3P �( y .. {®� _ '' ...� Fee Z061
THE COMMONWEALTH OF MASSACHUSETTS ►� i
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
ZippYicatiott for Miipooal *pgtem Conotruction Permit ��. )�,k
Application is hereby maR or a e "'t to Constru ( o Repair( `)ran On-site Sewage Disposal System at:
Location Addres or Lot No. Owner's Name,Address and Tel.No.
_ Lo-r �,..o't'HQ.O?� ��F PAu�. l`�I�K�Nt^..•
W�SrMtS� h
Installer's Narae,Addre 5,and Tel.No. Designer's Name,Address and Tel.No.
A Z U►1�'CTFa-E��-�t-N..
f r= tvtA G Z '-3b
Type f Building:
Dwelling No.of Bedrooms `-tc Garbage Grinder
Other Type of Building No.of Persons Showers( Y) Cafeteria( . )
Other Fixtures
---Design Flow !4 p gallons per day. Calculated daily flow -C'09 gallons.
Plan Date 10—1`Ikl� Number of sheets L Revision Date
,r,Title SLtf RAbk or- ��> oN \%. rrs,,c �BA�w�s'►�Kl.� — NICK A1.tE V.4&>=ULF_
Description of Soil 'r itI o—tLl�'oa rs 1Zt` 3att s a6ou 30 —6a" ( ,QVA a- MEN-F1�� w
,a r a #Y tj_ !�
Cv0 137_ M�p11 ��0 L l6 :T00 LL
` '�Z'' -q4,`' CkMp. tr rsu.Flo "E MF CNQ, `�4`— 13Z1' ��D-Pt ms�N. 4b -LO
Nature of Repairs or Alterations(Answer when applicable)
r
Date last inspected:
k Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system
an accordance with the provisions of Title 5 oft e Envi n iftal Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by t ' and of e "r c
Signed Date �� 1 •_ /�
Application Approved by
Application Disapproved for the following reasons
Permit No. id' 00 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Certificate of Compliance -
THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed(V or repaired/replaced( )on WX
by for
as has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. . dated
Use of this systems conditioned on compliance with the provisions set forth below:
No. 0" Fee
THE COMMONWEALTH OF MASSACHUSETTS �✓
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
�N!6po$al *pftem Cou$tructiou Permit
Permission is hereby granted to , d"' ,? l.
4 to construct( )repair( )an On-site Sewage System located at ,
r
and as described in the above Application for Disposal System colfsirhction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
All construction must be completed within two years of the date below.
Date: ��"'��i'� Approved b '
Ik
1 -10ttle Number: , 0085Q1 Date : 04/29/96
o O� B j
BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT
rs y SUPERIOR COURT HOUSE
BARNSTABLE, MASSACHUSETTS 02630
A Se'
PHONE: 362-2511
Client: MC KANE, PAUL Collector: CHARLOTTE STIEFELLAB337
Mailing 8 BUNKER CIRCLE Affiliation: COUNTY
Address : SANDWICH MA 02563
Type of Supplv: W
Telephone: Well Depth: 142 FT
Sample Location: LOTHROP ' S LANE Date of Collection: 04/23/96
Town: WEST BARNSTABLE Date of Analysis : 04/24/96
PARAMETER SAMPLE RESULT RECOMMENDED LIMITS
Total Coliform Bacteria/100 mL 0 0
pH 6 .9
Conductivity_ (micromhos/cm) 120 500
Iron (ppm) < 0 .1 0 . 3
Nitrate-Nitrogen (ppm) 0 . 3 10 .0
Sodium (ppm) 14 20.. 0
Copper (ppm) < 0.1 1 .3
BASED ON THE ANALYSES PERFORMED , THE FOLLOWING ADVISORIES ARE GIVEN:
* Water sample meets the recommended limits for drinking water
of all above tested parameters .
Thomas F. Bourne, Laboratory Director
Barnstable County Health and Environmental Laboratory
Superior Court House, Route 6A
P.O. Box 427
Barnstable, MA 02630
(508) 362-2511 ext . 337
Volatile Organic Analysis Analytical Method: 502 . 2
Collection Date : 04/23/96 Date Received: 04/23/96 Analysis Date : 04/25/96
Client : PAUL MCKANE
Mailing PAUL MCKANE Sample Location: LOT 6
Address : 8 BUNKER CIRCLE LOTHROP ' S LANE
SANDWICH MA 02563 WEST BARNSTABLE
1.,
Sample ID: 008502 Laboratory ID: 008502
Sample Description: PRIVATE WELL
Compound Amount Detected (ug/L) Detection Limit (ug/L)
Benzene BRL 0 . 5
Bromobenzene BRL 0 . 5
Bromochloromethane BRL 0 . 5
Bromodichloromethane BRL 0 . 5
Bromoform BRL 0 . 5
Bromomethane BRL 0 . 5
n-Butylbenzene BRL 0 . 5
sec-Butylbenzene BRL 0 . 5
tert-Butylbenzene BRL 0 . 5
Carbon tetrachloride BRL 0 . 5
Chlorobenzene BRL 0 . 5
Chloroethane BRL 0 . 5
Chloroform 2 . 1 0 . 5
Chloromethane BRL 0 . 5
2-Chlorotoluene BRL 0 . 5
4-Chlorotoluene BRL 0 . 5
Dibromochloromethane BRL 0 . 5
1, 2-Dibromo-3-chloropropane BRL 0 . 5
1, 2-Dibromoethane BRL 0 . 5
Dibromomethane BRL 0 . 5
1, 2-Dichlorobenzene BRL 0 . 5
1 ; 3-Dichlorobenzene BRL 0 . 5
1, 4-Dichlorobenzene BRL 0 . 5
Dichlorodifluoromethane BRL 0 . 5
1, 1-Dichloroethane BRL 0 . 5
1, 2-Dichloroethane BRL 0 . 5
1, 1-Dichloroethene BRL 0 . 5
cis-1, 2-Dichloroethene BRL 0 . 5
trans-1, 2-Dichloroethene BRL 0 . 5
1, 2-Dichloropropane BRL 0 . 5
1, 3-Dichloropropane BRL 0 . 5
2 , 2-Dichloropropane BRL 0 . 5
1 , 1-Dichloropropene BRL 0 . 5
cis-1, 3-Dichloropropene BRL 0 . 5
trans-1, 3-Dichloropropene BRL 0 . 5
Ettylbenzene BRL 0 . 5
Hexachlorobutadiene BRL 0 . 5
Isopropylbenzene BRL 0 . 5
4-Isopropyltoluene BRL 0 •5
page 2
Sample ID: 008502 Laboratory ID: 008502
Compound Amount Detected (ug/L) Detection Limit (ug/L)
Methylene chloride BRL 0 . 5
Naphthalene BRL 0 . 5
Propylbenzene BRL 0 . 5
Styrene BRL 0 . 5
1 , 1, 1, 2-Tetrachloroethane BRL 0 . 5
1, 1, 2 , 2-Tetrachloroethane BRL 0 . 5
Tetrachloroethene BRL 0 . 5
Toluene BRL 0 . 5
1 , 2 , 3 -Trichlorobenzene BRL 0 . 5
1 , 2 , 4-Trichlorobenzene BRL 0 . 5
1 , 1, 1-Trichloroethane BRL 0 . 5
1 , 1, 2-Trichloroethane BRL 0 . 5
Trichloroethene BRL 0 . 5
Trichlorofluoromethane BRL 0 . 5
1 , 2 , 3-Trichloropropane BRL 0 . 5
1 , 2 , 4-Trimethylbenzene BRL 0 . 5
1 , 3 , 5-Trimethylbenzene BRL 0 . 5
Vinyl chloride BRL 0 . 5
Total Xylenes BRL 0 . 5
BRL: Below Reporting Limit
Thomas F . Bourne, Laboratory Director
f
TOWN OF BARNSTABLE " J
LOCATION LG�� �1, SEWAGE # ( � —/
VI LLAGE Imo,:T' - '`f, ASSESSOR'S MAP &LOT.�
INSTALLER'S NAME&PHONE NO. -l'✓�1:��s ,�< a '�J
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS ,
BUILDER OR OWNER `7 '���✓', c�s -
PER MTTDATE: T_f2 COMPLIANCE DATE:
Separation Distance Between the: ,
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility
v
Feet
Private Water Supply Well and Leaching Facility (If any wells exist Feet
on site or within 200 feet of leaching facility) 1
Edge of Wetland and Leaching Facility(If any wetlands exist1 .� Feet
within 300 feet of leaching facility)
Furnished by
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No ---1/ --� -
BOARD OF HEALTH
TOWN OF BARNSTABLE
Applicat ion for Ve[[ itongtruct ion Permit
Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( an individual Well at:
_�^ `�l - -_ '°'f'OW'----------------- -- -------------------------------------------------
Location — Address Assessors Map and Parcel— ——
---------------------------------------------------------
Owner Address
--------------- ---3_,?L----All. d--------
Installer — Driller Address
Type of Building
Dwelling------—--------------------------------------------------------
Other - Type of Building -------- No. of Persons-------------------------------------------------------
Type of Well----------- --------------------------------------------
Capacity---------------------------------------------------------------------
-----
Purpose of Well------ ---------------------------
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to
place the well in operation until a Certificate .of Compliance has been issued by the Board of Health.
Signed - — ------ 17: . -
date
Application Approved By
J date
Application Disapproved for the following reasons:----------------------------—------------------------------------------------------------
-------------------------------------------- ------- --- ----------
date
Permit No. Issued---------------
-------------------------------------------------------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of Compliance
THIS IS TO CERTIFY, That the Individual,Well Constructed ( ), Altered ( ), or Repaired ( �—
by- ✓- - - ------------- - -
--------------------
Installer
at-------- -----------W'----- /-' - - -
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. Dated------------------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------------------—--- -- - ---- - -- Inspector--------------------------------------------------------------------------
-a,4 - -, ,y-�,..».. .`,,i*`t-.• =F. , , ".. �.- ..fru•a�,,."r" �'�M""°"'��'ra, :r e.-.hc,-. „",d,yy�. ..:-.� _Y-> �...t. A,_
* J D tiur 1► ! fl
_ _ t Fee--a
BOARD OF HEA•L,TH
� r TOWN OF BARN'STABLE
f
2pplicationjorlVell Con0ructionPermit
Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( G)a'n individual Well at:
--4`-6°_�.: / f/'---' -- -'°±L----------- - ------------------------- -
Locat on Address Assessors Map and Parcel
�{ = - "----------------------- ---------------------- ----
Owner Address
`---------------- --
Installer — Driller 'Address"
Type of Building
Dwelling-----------------------------------------------------------------
Other - Type of Building--------------------------------- No. of Persons------------------------------------------------------
f
Type of Well---------�'-------------------------------
-----
-----
------- Capacity-----------------------------------------------------------------------
Purpose of Well - L �� � ----------------------------
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation until a Certificate .of Compliance has been issued by the Board of Health.
`«.. Signed
—
— date
Application Approved By
date
Application Disapproved for the following reasons:-------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------------------
date
t i
permit No. -------- Issued-------------------------------------------------------
-----------------
date
}u�.s�s-�s�ca+ss�-�a�erae��r..armor-a�raK+�o�.R����as���►.�e.Perna.er.�aro:.oeyratca�aer�+ee�w:r�r�s
BOARD OF HEALTH }
TOWN OF BARNSTABLE ;
Certificate ®f Compliance
THIS IS TO`CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired
by - y ^' ° -- - ------------------------
--
" Installer ""
N t
----- -----------
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for W,eli Construction Permit No. ----Dated------------------------
THE IS OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
P
DATE-------------------—--=-------------------- --- -- Inspector--------------------------------------------------------------------------
r:
BOARD OF HEALTH
TOWN OF BARNSTABLE
Veil Conoruct ion Permit
No. d ---J-
I - Fee- --------
iPermission is hereby granted--- =- - ------ -------------------------------------------------------------------------------
i
to Construct (X, Alter ( ), or Repair ( ) an Individual Well at:
----L-A/ Street
treet W -z------1 _.�-------------------------------------------------
— S
as shown on the application for a Well Construction Permit
------ - Dated--- =- -----------------------------------------------
-----------------
- -----------------------------------------------. ._._..._
I
Board of Health
i DATE--- — -- — -- —-----------------— -
I�
Barnstable County Health and Environmental Laboratory
Superior Court House, Route 6A
P.O. Box 427
Barnstable, MA 02630
(508) 362-2511 ext . 337
Volatile Organic Analysis Analytical Method: 502 . 2
Collection Date : 04/23/96 Date Received: 04/23/96 Analysis Date : 04/25/96
Client : PAUL MCKANE
Mailing PAUL MCKANE Sample Location: LOT 6
Address : 8 BUNKER CIRCLE LOTHROP ' S LANE
SANDWICH MA 02563 WEST BARNSTABLE
Sample ID: 008502 Laboratory ID: 008502
Sample Description: PRIVATE WELL
Compound Amount Detected (ug/L) Detection Limit (ug/L)
Benzene BRL 0 . 5
Bromobenzene BRL 0 . 5
Bromochloromethane BRL 0 . 5
Bromodichloromethane BRL 0 . 5
Bromoform BRL 0 . 5
Bromomethane BRL 0 . 5
n-Butylbenzene BRL 0 . 5
sec-Butylbenzene BRL 0 . 5
tert-Butylbenzene BRL 0 . 5
Carbon tetrachloride BRL 0 . 5
Chlorobenzene BRL 0 . 5
Chloroethane BRL 0 . 5
Chloroform 2 . 1 0 . 5
Chloromethane BRL 0 . 5
2-Chlorotoluene BRL 0 . 5
4-Chlorotoluene BRL 0 . 5
Dibromochloromethane BRL 0 . 5
1, 2-Dibromo-3-chloropropane BRL 0 . 5
1, 2-Dibromoethane BRL 0 . 5
Dibromomethane BRL 0 . 5
1 , 2-Dichlorobenzene BRL 0 . 5
1, 3-Dichlorobenzene BRL 0 . 5
1, 4-Dichlorobenzene BRL 0 . 5
Dichlorodifluoromethane BRL 0 . 5
1, 1-Dichloroethane BRL 0 . 5
1, 2-Dichloroethane BRL 0 . 5
1, 1-Dichloroethene BRL 0 . 5
cis-1, 2-Dichloroethene BRL 0 . 5
trans-1, 2-Dichloroethene BRL 0 . 5
1, 2-Dichloropropane BRL 0 . 5
1 , 3-Dichloropropane BRL 0 . 5
2 , 2-Dichloropropane BRL 0 . 5
1, 1-Dichloropropene BRL 0 . 5
cis-1, 3-Dichloropropene BRL 0 . 5
trans-1, 3-Dichloropropene BRL 0 . 5
Ethylbenzene BRL 0 . 5
Hexachlorobutadiene BRL 0 . 5
Isopropylbenzene BRL 0 . 5
4-Isopropyltoluene BRL 0 . 5
page 2
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Sample ID: 008502 Laboratory ID: 008502
3
Compound Amount Detected (ug/L) Detection Limit (ug/L)
Methylene chloride BRL 0 . 5
Naphthalene BRL 0 . 5
Propylbenzene BRL 0 . 5
Styrene BRL 0 . 5
1, 1, 1, 2-Tetrachloroethane BRL 0 . 5
1, 1, 2 , 2-Tetrachloroethane BRL 0 . 5
Tetrachloroethene BRL 0 . 5
Toluene BRL 0 . 5
1, 2 , 3-Trichlorobenzene BRL 0 . 5
1, 2 , 4-Trichlorobenzene BRL 0 . 5
1, 1, 1-Trichloroethane BRL 0 . 5
1, 1, 2-Trichloroethane BRL 0 . 5
Trichloroethene BRL 0 . 5
Trichlorofluoromethane BRL 0 . 5
1 , 2 , 3-Trichloropropane BRL 0 . 5
1, 2 , 4-Trimethylbenzene BRL 0 . 5
1, 3 , 5-Trimethylbenzene BRL 0 . 5
Vinyl chloride BRL 0 . 5
Total Xylenes BRL 0 . 5
BRL: Below Reporting Limit
Thomas F. Bourne, Laboratory Director
EXISTING 't
: PAVEMENT '
I 0 Z N ��
'7'O ti -Ec. M,u.
l04
\ PROPOSED WELL
p � � '� 3,M• 'E�, tog.2'7
EXIST. L/PITS
\ 10o A
lob O t /f
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1 \ s► O `� OF
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t t \ \ \ 98`
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38 242 s .ft. ..
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1500 GALLO
SEPTIC TANK
/ PROPOSED S.A.S. a ��
BENCH MARK: • i o i - - 41`0
TOP OF STAKE - Y cj� �: � ,.. \ � � •,,•,, t
.:: EL 119:9C` ;LL PROPOSED
DATUM NGVD 4 BEDROOM DWELLING ,
/ x 9' FOUNDATION DEL. 116.0'
....................................
.....................
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ZONING DISTRICT: RF (AP) �'� 4 ZN M
SNG-�T _ A oar Z
\ 5 \t � 4s�c ��tH OF MqsIr
SPECIAL PERMIT: OPEN SPACE RESIDENTIAL \ o� yc Z� RECISTEREp 'may
DEVELOPMENT WILLIAM R+ �b sTEPHEN �� SITE -PLAN OF LAND
#" LIEBERMAN IN
REFERENCE PLAN: 418/55 'A No. 23971 0 QOYLE
NO WETLAND WITHIN 250' � �o�FclST��G���, Na 37559
WEST BARNSTABLE, MASS.
SSlO N AL EN StOt'
ASSESSORS MAP: 109/5-1 tp ?s lq�,�SU�VOQ DEPICTING THE PROPOSED
LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE sb
`
DENOTES DOSTING WELLS �, tc, ., GRAPHIC SCALE
M cK AN I— (R EM I EN CE
20 0 10 20 440 so
DATE: OCTOBER 17, 1995 SCALE: 1" = 20'
IN FEET ) STEPHEN J. DOYLE AND ASSOCIATES
3,inch = 20 ft. 42 CANTERBURY LANE, FALMOUTH MASSACHUSETTS 02536
TELEPHONE: 508/540-2534
l4
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3
GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN
PROFILE OF SEWAGE DISPOSAL. SYSTEM THE SUBSURFACEO DISPOSAL OF SEWAGERULES AND REGULATIONS FOR
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE
NOT To SCALE WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE.
I
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
TOP FOUND. EL. IIG.a OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN
10' OF DRIVES OR PARKING UNLESS NOTED. '
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
SITE UTILITIES PRIOR TO ANY EXCAVATION.
5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE.
�< 7\-T\_r7T l'"T
6. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
INV. EL. 1 t3.o MORTARED IN PLACE.
WPM TIGHT Coven
FLOW LINE
10" MIN. tg•
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT.
INV. EL. 1 l Z,(; �---2' LEVEL--�
10' MIN.-74' LIQUID DEPTH
i -�
INV. EL z MIN.Pe•
. .' SUTA
2' 7 75 - , c
INV. EL. t t-L•'4
INV. EL. wt,Z
2"MIN. - 1/8 TO 1/2" WASHED STONE
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK — 4' x 8' PRECAST FLOW DIFFUSOR
-
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) PRECAST REINFORCED CONCRETE 0
DISTRIBUTION BOX
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND
SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE INSTALL ON A LEVEL BASE b -
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MINIMUM WALL THICKNESS d 2" (/
MANHOLE. - /4" - 1 1/2"- IASHEL) STONE 2' MAX. DEPTH
MINIMUM INSIDE DIMENSION = 12
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR ��• \c�t,A
MORE THAN 3 ABOVE THE INVERT ELEVATION OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH INV. EL 1t t,g
OUTLET PIPE. OTHER AND AT 20. MINIMUM BELOW INLET INVERT. 12.0
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... :.. ..;. ,tva.:.,�>..A ,.y...,.aarv'_, r;�c, ;; '4:;/„7 �wias'-.ten-.r.•rn'm«+a gg,..
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX rn b
SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING ,
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY. THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION
S.A.S. = LONG X 12 WIDE x 2 EFF. DEPTH.
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. SEE PLAN VIEW FOR DIFFUSOR LAYOUT -v
HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE
SETTLING. AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE N I
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVETS ARE OF
EQUAL ELEVATION.
4
THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE 1\10 WArFiZ EL, l0'},8 ��
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS '
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND
OUTLET TEES. SST Nzo AT r ' -so.o l
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. �`-P E�'�' yu�ytJ�w^1rZ . M^P
I'
10
o" 1 hlq s
1(v � of�^SSG, a°� STEPf�EN *cam I
SOIL OBSERVA11ON DATA: +t` �+
DESIGN DATA: J. I
WILLIAM <' DOYLE
STRUCTURE -17,EstDr_1snAL 4- 1Jo uEBERMAN y N0. 37559
No. 23971
TEST DATE q--Zt-9� TYPE NO. BEDROOMS GARBAGE DISPOSAL '(4
(A�►Oir SI
G7STBF
SOIL EVALUATOR s,-�jo(L- DESIGN FLOW -Ao + 40 -tZ 4- 1Z 7- zom �FSSIONAL EN''\ 0 SU4�N
B.O.H. AGENT Ma.-RARrzv \7-n Ae = 490 h (sorrw' l
460 4 zoo = Gfl9 p:r>
EXCAVATOR IAArt,ucy Sous 44o 4pz 77M�L NF_m'D . 50a\ ePD-Dest4*t = G9 4PD 'RES.
PERC/RATE •G Z-Tn►u. VIE?, "cacti
SEPTIC TANK qqo x Z,o = 880, \-15E ISoa gevror.t->puK
SHEET 2 OF 2
LEACHING FACILITY
41sF_• t.4) q'+c�' 'PKEc�ST �\FFu SoRS `
F_L. IIS,L �Q Z +�� 1155� v.11111 -A' of STONE ALL ARout4>
1'IFSAIL (A) 1Z,� ToPsotl, CAS aHn Z' r FF EST\V F s-ro11E 3>EPTH
1$"
5u•dSoU_ `'61 0„ SugSo\l. L��
�'FIE-_tLL coMP. ZZ
♦7,5 CoMp
zMttt = M .ro c-�� `fR 5I8 M�p,'ca T.'SYR 5/8 SCALE: AS SHOWN DATE: lo-tl-gS-
Plut 5� Gp�' FIWE Sy,►D ,G„ ,',
Z) 10YR `ICo Mom' � toYR 6/co STEPHEN J. DOYLE AND ASSOCIATES
FINE ` ,
5Al•!� 13,L1� s�1J� 13Z�' 42 CANTERBURY LANE, FALMOUTH MA. 02536 f
iJo�ATTcfL ENC.. 1�7I W T TELEPHONE: 508/540-2534
: - I
ti
GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
f AND THE TOWN OF _�3L�>3�J'a ' _ RULES AND REGULATIONS FOR
PROFILE OF SEWAGE DISPOSAL_ SYSTEM THE SUBSURFACE DISPOSAL OF SEWAGE.
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE
NOT To SCALE WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
TOP FOUND. EL ttG,o OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN
10' OF DRIVES OR PARKING UNLESS NOTED.
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
SITE UTILITIES PRIOR TO ANY EXCAVATION.
5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE.
� x r7'T T77,7-T777 FT rT77'7.7' 7-`J,7T-T,j_
- 6. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
INV. EL. I t3,o' ri
ri MORTARED IN PLACE.
WATER TIGHT COVER
FLow uNE 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT.
10" MIN. 19" INV. EL t ► 2 ,G \ r---2' LEVEL---�
G
10' MIN. 4' LIQUID DEPTH
INV. EL fdlN.Li'
SUMP
--- --- INV. EL t t'1•'4 INV. EL
2"MIN. - 1/8 TO 1/2" WASHED STONE
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK 4' x 8' PRECAST FLOW DIFFUSOR
v eL,N -Z-,_r
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) PRECAST REINFORCED CONCRETE O
DISTRIBUTION BOX D
TEES SHALL BE CONSTRUCTED OF SCHEDULE ;40 PVC AND Iv
SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE �r
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE INSTALL ON A LEVEL BASS ct
SEPTIC TANK LOCATED DIRECTLY UNDER THE-CLEAN-OUT MINIMUM WALL THICKNESS= 2" L
MANHOLE. /4" - 1 1/�2"-�WASHED STONEt (2Q'MAX. DEPTH
MINIMUM INSIDE DIMENSION- 12"
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2"''NOR INV.
L UI'EQUAL TO'EACH EL �et.g
MORE THAN:3" ABOVE THE INVERT ELEVATION OF-7HF CUTLET INVERTS SHAL — 72.0' --- ---- ---
iPE. _ OTHER AND AT 2" MINIHUI BELOW INLET INVERT. tn
s-.
THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX ( v
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY S.A.S. LONG x 12 WIDE x 2 EFF. DEPTH.
SHALL ALL HAVE EQUAL IIVERTS AS DETERMINED BY FLOODING o m
=
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE THE DISTRIBUTION BOX TOTHE HEIGHT OF THE DISTRIBUTION r <
LINE INVERT AFTER ALL LIIES HAVE BEEN SEALED IN PLACE. SEE PLAN VIEW FOR DIFFUSOR LAYOUT
HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT t
SETTLING. INVERT ADJUSTMENTS SHA;1_ BE MADE BY FILLING WITH DURABLE k
AND NON-DEFORMABLE- MITERIAL PERMANENTLY FASTEND TO THE
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVETS ARE OF '
EQUAL ELEVATION.
THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND
OUTLET TEES.
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. PE�c- `i�°uN�W�zr_l'_ 1✓tAp
� I
•S
O'
Ak`���tt a
OF '�y
SOIL OBSERVATION DATA: ��� icy STEPNEN K�
'P 8511 DESIGN DATA: o a C, J.
WILLIAM `nr^, DOYLE cn
LIEBl:RMAN N No. 37559
TEST DATE q-Z1-15"" STRUCTURE 'RE.st>r_>s�lAL_: 4- ��
No. 23971 Q � �OfESStONa�'
TYPE NO. BEDROOMS GARBAGE DISPOSAL
SOIL EVALUATOR s• - DESIGN FLOW s�a� s/sT�E ��``� `9N0 SUAv����
�T G -AO + A0 •r 17 + IZ Z = Z-o1 ( ONAL
B.O.H. AGENT
EXCAVATOR Nn rw�y Sous ' AC) 4Pa Riau�R�b . 569 Capp C,9 CaPD 'RES• �SSESSORSII IPNtk--
PERC/RATE PARCEL NO: ---
SEP11C TANK -AAo K Z,0 = aso, VASS tSoc c,A>,.a�1-Ipu� - - - - ;ON 130add
SHEET 2 OF 2 ;ON ddW SHOS131""`7
/ LEACHING FACILITY y5F_ (4� 'g'><s' AriEc.�ST �t�t=usoRS
I F_L. 11S,L ,P, �. Eu. IIS.b�
9' of sTocaE AU_ aRout.t� ^��•Sla���.t�'r�sAtt_ �� 1Z, Top�tp, (A) Z.' p�
SugsotL L-Ql 30" SU$So11 Qt)
pE"Rc- coMP. 'T 5 YR S CoMp, 3Z�'
Merv,ro (c.-�� /8 M�•To �c —L% '7'S SCALE: AS SHOWN DATE: to
FINE S-43 ��' F�WE SAU-D ,
1C.
(c-Z) 10YR <./Co Mom' �C-� IoYR G/to STEPNEN J. DOYLE AND ASSOCIATES
`.1I F1uE 1
SAuU �3Z-�� 1Jo WATELL ENL. sA11� i3Z�' l.�o \AATe.Q- 7=4V-, 42 CANTERBURY LANE, 8/540 2 MA. 02536
TELEPHONE: 508/540-2534
t -
.. r
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i - .. ..�s.,.. ,. .,.an.w.nix ,. .... e;..-ssc y .. •a.,,cmru«<:,:.r.. ,•.a.+:a:. ,.,. .. -......_ .«..„,..
... ,........,,:.,r. •.:«.... .-.....-.a a.a.•.......,r..,...»_.: .. ..-,.,., ... ... ...-.........,..................... ....:........ .,.....r.....e,.,. '!fpt/Ai"Yll{!1"e.M`b."\4rTa K.::..eH..'WMrfi.IYV.'M .wM. w.+.. rsF m...w-<AGea ; .....,i.*.W.w+...
1 1
1 t
1 1
EXISTING '1
PAVEMENT
10�1 lo7. i N ' 7I.t-c, rI,N.
\ 1 O i PROPOSED WELL ca
1 \ EXIST. I S ; o.EX . L/P T I 11 1
0
e : �
too oA i i06.0
G 11
\ \ `
CO `7 S , 0F PROPOSED
� ` \ p�• � REP w\•�\-1lN / � �i �. �`
108' �'� \�a,� q(�� NG LEPCHtNG
NO
\ V. Ea
38,242 sq.ft. �,°` ,•' /� �,'
min, \ \ \ \ \ \ �. '• too
ZZ
cis
1 ,
oo
SEPTIC TANK \
PROPOSED S.A.S. -
BENCH MARK: o \ ' , `_"li'b.'' .
TOP OF STAKE t
EL 119.96' \'LL PROPOSED ; ; ••
DATUM — NGVD 4 BEDROOM DWELLING r r
/ 6 9' FOUNDATION EL. INS116.0' �r i
xr. \ r r
1 oO \+ r/ r r '•.I ........................................ •
D/9100% %P
rQ.
S�
r
L_. O T `7
40%
ZONING DISTRICT: RF (AP) p'` `t4 UV *BAN OF 44 tN OFM SNG-eT A ors z.-
SPECIAL PERMIT: OPEN SPACE RESIDENTIAL \ \ o �ctiN b����REGIsiERfp�s4wop, SITE PLAN OF LAND
DEVELOPMENT WILLIAM STEPHEN +
\1 LIEBERMAIN v�, $ .l. IN
REFERENCE PLAN: 418/55 1 �, No. 23911 0 DOYLE
N �OQ/STEt�
O WETLAND WITHIN 250' G\�44' Na37559 WEST BARNSTABLE, MASS.
sSIONAt E stQ�
ASSESSORS MAP: 109/5-1 �o, �q'�fl SUR`1���� DEPICTING THE PROPOSED
0.LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE � Ou _ Ni C K A N E FR E J I lD � N O P
DENOTES EXISTING WELLS GRAPHIC SCALE
20 0 10 20 40 so
DATE: OCTOBER 17, 1995 SCALE: 1" — 20'
IN FEET STEPHEN J. DOYLE AND ASSOCIATES
i.inch 20 !t 42 CANTERBURY LANE, FALMOUTH MASSACHUSETTS 02536
TELEPHONE: 508/540-2534
• l-t 1
. a
III II I I