HomeMy WebLinkAbout0190 PERCIVAL DRIVE - Health 190 pE CIVAL DRIVE,'.
TOWN OF BrARNSTABLE
LGA'ATION � O ��3'G`�.V•-6, \ 5:)I•"- SEWAGE#
VILLAGES-)CST" Qs,, A Z�(,(t ASSESSOR'S MAP&PARCEL —
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY ( �,l �c,r �;s.
LEACHING FACILITY:(type)3�-,A C ? 30 S'O (size)
NO.OF BEDROOMS
OWNER f)(*-)�
PERMIT DATE: 1 I( b COMPLIANCE DATE: a�'�3 [)
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5 Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of leaching facility) Ica Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
'within 300 feet of leaching facility) Feet
FURNISHED BYc. ���
� yv
1 J
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'No. .o 03 Fee U
THE COMMONWEALa OF IIR+. SSACHUSETTS Entered in co pater:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpYitatiou for Misposal &pstem Construction vermit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ndividual Components
Location Address or Lot No. 19® Owner's Name,Address,and Tel.No.SM?-3 G-?-?3 7 6
Assessor's Map/Parcel , Cj J — Q C, W1 60tpl (qQ) %r. C--% �� g
Installer's Name,Address,and Tel.No. S9�Z- ?- 6A 3-9- Designer's Name,Address,and Tel.No.Sb17- 739 C 7 7,/0.
r>e - r'''Ac Lv1_1I�-.N 5i.\,nj.
o. :Rbk S19 3 cam.
Type of Building:
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) 41f(® gpd Design flow provided 114f 3 gpd
Plan Date A <Zk-1 Number of sheets Revision Date
Title
Size of Septic Tank sU< - EK51,^sue Type of S.A.S.Z�
Description of Soil
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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
SiguedDate
Application Approved by Date bo
Application Disapproved by Date
for the following reasons
Permit No. 7 01 o —0 Date Issued e`Z e
�,. -..,-.-..�,�y,�..-+„x.r' ,1 _. .., -.__ :+ a.:e}'r-f'^-..s..«.f�g��� -r,. �\ �... _ `` „�,,,�-„r,,,,.--�.,..-s.c-'•wt.a.-+..:.s«w.r�..vn ..+^+,..-.
1 4
Fee / U
THE COMMONWEAL—TH OFw MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN F BARNSTABLE, MASSACHUSETTS Yes
2pplication for bisposal 6pstem Construction Permit i
Application for a Permit to Construct( ) Repair(V�Upgrade( ) Abandon( ) ❑Complete System Individual Components
Location Address or Lot No. 9�0 Q��'�r i p QA cf Owner's Name,Address,and Tel.No.S '?-3G.?-'�?3 7 6
Assessor's Map/Parcel 1 Q — W' (qd r c'u . W.
Installer's Name,Address,and Tel.Nb. Designer's Name,Address,and Tel.No.
2, �- c 3'7/ S br . WNA oa C 3 K? o. 26N Y63 sv, vsv, c7 Q 6
Type of Building:
Dwelling No.of Bedrooms,- ; Lot Size SS q.ft. Garbage Grinder( )
Other Type of Building - No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) y`f 0 gpd f Design flow provided Y 3 / gpd
Plan Date ( � a-.;, { <A`1 Number of sheets t Revision Date
Title
Size of Septic Tank___1 $-dC`� - E 5', � �� Type of S.A.SZ� ri:.��r y�av,"%ZcrS` �/ S� S`•,3h e.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: ; ,--
f
r Agreement: Z
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
3
Compliance has been issued by this Board of Health. R.
Siggne Date /( 6
Application Approved by Date
Application Disapproved by �; Date
for the following reasons
Permit No. 7 u i v_ 0 Date Issued ?- / /a ~..
N.
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(V-) Upgraded,( )
Abandoned( )by
at��(� r'G. �,` j= u—� has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. u - dated /
Installer Designer
#bedrooms L/ Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system wil}11 functi n as desigfed.
Date �' �� Inspector �- _
P _
No. -Gfu —b� Fee /OG�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
1
bisposal Opstem Construction Permit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at
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:Constructs n must be completed within three years of the date of this permit.
t.
Date �, (0 Approved by I _ kv-
02/23/2010 15:34 5084775313 ENGINEERING WORKS PAGE` 01
V .
Town of Barnstable
Regulatory Services
Thomas F.Geller,Director
{ ..� Public Health Division
Thomas,McKean,Director
200 Main Street, HysnRls,MA 02601
oface: 308-862.4644 Fax: 508-790-WO4
Date: I 0 Sewage .A,ssamr's Map/Panel 110 '00!VZ,(o
Installer&Ded=Cerdfication Form
Fq� Kt-ct-e,
Designer: --� vve a rtv. (A)VYG',ti In C.- Installer: I^ L' if 4aeto�
Address: It W- Cc*d 1� {1 C{ 9A Address: t.. d.
r
On ( ) (installer) was issued a permit to install a
date
septic system at l q0 rG i"InPr- Gv i3, _based on a design dmawa by
(address)
'o m Me,Lt:I la i� F 5- dated 10(aa
(designer)
I certify that.the septic system referenced above was installed substantially according to
the design, which may include minor alTroved changes such as lateral relocation of the
distribution box and/or septic tank. Stnpout (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. Svipout(if required)was inspected>and the soils
were found satisfactory.
�%„ji10F M,qs
o PETER T.
taper's Srg store McLINTEE N
CIVIL
No.36109
FOB
ST
(Designer's Signature) ( 1� )
ir SE O ST PURL AL Dl'ViS C
CO N E I S
9AUARE
Y
q:bf k* n fottlt.Aoe
07,124/2C07 :1GI, L5: 28 FAX 5083627103 Barnstable CTY HealthLab --- BARNSTABLE HEALTH 2.0101/002
BARNST ABLE COUNTY
WATER QUALITY LABORATORY DIVISION
j DEPARTMENT OF HEALTH & ENVIRONMENT
SUPERIOR COURTHOUSE
P.O. BOX 427, BARNSTABLE, MA. 02630
iTelephone #508-375-6605
FAX # 508-362-7103
FAX TRANSMITT
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�''�C�; J � .:� Cal � ✓�r �'CLn � �
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CERTIFICATE OF ANALYSIS
Page: 1
o
Barnstable County Health Laboratory
�rr�C�tt_cEt' Report Prepared For: Report Dated: 7/24/2007
Matthew&Megan Murphy Order No.: G0742120
190 Percival Drive
W.Barnstable, MA 02668
Laboratory ID#: 0742120-01 Description: Water-Drinking Water
Sample#: Sampling Location-�-90.Pe'rcival-Dr-.-W.•Barnsfable,:A Collected: 7/23/2007 i
Collected by: M.Murphy Received: 7/23/2007
I
Routine
ITEM RESULT UNITS RL MCL Method# Analyst Tested Note
Nitrate as Nitrogen 0.62 mg/L 0.10 10 EPA 300.0 LAP 7/23/2007
Copper ND mg/L 0.10 1.3 SM 3111 B LAP 7/23/2007,
Iron ND mg/L 0.10 0.3 SM 311 1 B LAP 7/23/2007
Sodium 11 mg/L 1.0 20 SM 311I13 LAP 7/23/2007
Total Coliform Absent P/A 0 0 SM9223 AF 7/23/2001
Conductance 150 umohs/cm 2.0 EPA 120.1 DCB 7/23/2007
pH 7.0 pH-units 0 SM 4500 H-B DCB 7/23/2007
Water sample meets the recommended limits for drinking water of all the above tested parameters.
Approved By:
(Lab anager)
W U-)
J co
m
1rL N
U) � g
Q.- ICD
N
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4. C-,
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
i
Bk. , 17551 P 0181 *1004$0
08_—_28--2003 & .02 a 55P
o DEED RESTRICTION
WHEREAS, Matthew J. Murphy & Megan M. Murphy of
(owner's name)
190 Percival Drive, West Barnstable MA.
(address)
is the owner of the land with the buildings thereon located
(address)
at 190 Percival Drive, West. Barnstable
MA (hereinafter referred to as Lot 49
and being shown on a plan entitled "Subdivision of Land in
Barnstable (West) MA, Q =N)b1 Boghosi;_ Rcale_1:°y100 '
dated December 9 , 1985, Doyle Engineering Associates, Inc. ,
ix�c and duly recorded in Barnstable County Registry
of Deeds
Deeds in Plan Book 413 , Page 99 ;
Or on Land Court Plan Number
WHEREAS, Matthew J. & Megan M. Murphy as the owner of said lot has
(owner's name)
agreed with the Town of Barnstable Board of Health to a restriction as to the
number of bedrooms which can be included in any home built on said lot as a
pre-condition to obtaining a disposal works construction permit in compliance
with 310 CMR 15.000 State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage;
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to
granting a disposal works construction. permit for a septic system in compiance
with 310 CMR 15.200, State Environmental Code, Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing
the issuance of a building permit for the construction.of a single family home on
this property, is requiring that the agreement for the restriction on the number of
bedrooms in any house constructed on the lot be put on record with the
Barnstable County Registry of Deeds by recording this document,
deedr
i
Bk.. 17551 Pw 1#32.
Megan M. Murphy
/
NOW, THEREFORE, Matthew J. & does hereby place the
(owner's name)
following restriction on his above-referenced land in accordance with his
agreement with the Town of Barnstable Board of Health, which restriction shall
run with the [arid and be binding upon all successors in title:
i. 190 Percival Drive. West Barnstable may have constructed
(address)
upon the lot a house containing no more than four (4 ) bedrooms.
Matthew J.. & Megan M. Murphyagrees that this shall be permanent deed
(owner's name)
restriction affecting Lot 49 located on MA, and
being shown on the plan recorded in Plan Book 413 , Paged 99
Or on Land Court Plan
For title ofx see the following deed: Book 10452 Page
333 Or Land Court Certificate of Title Number
Executed as a sealed instrument. 28th day of August, 2003
Owner's signature Matth J. Murp
Owner's signature tg n M. Mur by
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
Barnstable Iss
August 28 , 2003
Then personally appeared the above-named
Matthew J. Murphy and Megan M. Murphy
known to me to be the persorr-who executed the foregoing instrument and
acknowledged
the sage to be their. free act and deed, before me,
Ma G. MeVlor
Public •°
My commis 9t9
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DHMAAEST MCLELLAN ON01NKRAINO
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April 10, 1998
r
{� Jerry Dunning
Barnstable Health Agent
367 Main Street
Hyannis, MA 02601
i
RE: Septic system inspection
Lot 49 Percival Drive
West Barnstable, MA
Dear Jerrys
On February 10, 1998 Demarest-McLellan Engineering inspected the
construction of the septic system at the above referenced site. The
system has been installed in accordance with the Site Plan prepared
by this office, dated revised 11-11-97.
If you have any questions or require any additional information
please call me at 398.7710.
i` Sincerely
i
r omas J. McLellan, P.L.
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24 school St. P.O.Box 463 weer Dennis,Ma(J2U7fl [•5U8J �JH%!7 U
i :8d K 31T 86/8TA'9 W<—W SWIN33NIDN3 W—Q BTLL 86C 89S fiq }uas xe3
Bottle Number: 642601 Date: 11/07/97
Of BA� -
"� BARNS'iABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT
0 �� SUPERIOR COURT HOUSE
V BARNSTABLE,MASSACHUSETTS 02630
•7A SS PHONE:362-2511
LAB 337
Client: REALTY, REEF Collector: FRED CLIFFORD -
Mailing 24 SCHOOL ST- Attiliation: WELL DRILLER—
Address: WEST DENNIS , MA 02670
Type of Supply: W
Telephone: 394-6721 Well Depth: 73 FT
Sample Location: 190 PERCIVAL DR Date of Collection: 11/05/97
Town: WEST BARNSTABLE Date of Analysis : 11/05/97
Lot 49
PARAMETER SAMPLE RESULT RECOMMENDED LIMITS
Total Colitorm Bacteria/100mL 0 0
pH 6. 5
Conductivity (micromhos/cm) 115 500
Iron (ppm) < 0.1 0.3
Nitrate-Nitrogen (ppm) 0.2 10.0
Sodium (ppm) 7 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 Cuunty.'. Health and Environmental Laboratory
Superior Court House, Route 6A
-r P.O. Box 427 s-
Barnstable, MA 02630
(508) 362-2511 ext. 337
Volatile Organic Analysis Analytical Method: 524. 2
Collection Date: 11/05/97 Date Received: 11/05/97 Analysis Date: 11/07/97
Client: REEF REALTY-
Mailing SCHOOL STREET Sample Location: 190
Address: WEST DENNIS, MA PERCIVAL DR, LOT 49
BARNSTABLE
Sample ID: LOT 49 Laboratory ID: 642602
Sample Description: PRIVATE WELL
Compound Amount MCL Reporting
Detected (ug/L) (ug/L) Limit (ug/L)
Benzene BRL 5. 0 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 5. 0 0. 5
Chlorobenzene BRL 100 0. 5
Chloroethane BRL 0. 5
Chloroform BRL 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 600 0. 5
1, 3-Dichlorobenzene BRL 0. 5
1,4-Dichlorobenzene BRL 5. 0 0. 5
Dichlorodifluoromethane BRL 0. 5
1, 1-Dichloroethane BRL 0. 5
1, 2-Dichloroethane BRL 5. 0 0. 5
1, 1-Dichloroethene BRL 7 . 0 0.5
cis-1, 2-Dichloroethene BRL 70 0.5
trans-1,2-Dichloroethene BRL 100 0. 5
1,2-Dichloropropane BRL 5. 0 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 700 0. 5
Hexachlorobutadiene BRL 0. 5
BRL: Below Reporting Limit f MCL: Maximum Contaminant Level
page 2
Sample ID: LOT 49 Laboratory ID: 642602
Compound Amount MCL Reporting
Detected (ug/L) (ug/L) Limit (ug/L)
Isopropylbenzene BRL 0. 5
4-Isopropyltoluene BRL 0. 5
Methylene chloride - BRL 5. 0 0, 5
Naphthalene BRL 0. 5
Propylbenzene BRL 0. 5
styrene BRL 100 0. 5
1, 1, 1,2-Tetrachloroethane BRL 0. 5
1, 1, 2 , 2-Tetrachloroethane BRL 0. 5
Tetrachloroethene BRL 5. 0 0. 5
Toluene BRL 1000 0. 5
1,2 , 3-Trichlorobenzene BRL 0. 5
1,2,4-Trichlorobenzene BRL 70 0. 5
1, 1, 1-Trichloroethane BRL 200 0. 5
1, 1, 2-Trichloroethane BRL 5. 0 0. 5
Trichloroethene BRL 5. 0 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 2 . 0 0. 5
Total Xylenes BRL 10000 0. 5
BRL• Below Reporting Limit MCL: Maximum Contaminant Level
f
Thomas F. Bourne, Laboratory Dir ctor
TOWN OF BARNSTABLE
LOC -71ON 9 � SEWAGE #
ti
VII.LA_C%8;; I/y• �A � � ASSESSOR S MAP & LOT '4''4
INSTAL•t4kS NAME&PHONE NO.
A
SEPTIC 'TANK CAPACITY S UU
y rn F�, (/I,,F K. cIIA-mJ 3.2 X »X--ILEACHII`1{`► FAcmrI'Y: (type) (size)
NO OI'BEDROOMS
BUII.D>*R OP OWNER
PERM DATE: 1-7—COMPLIANCE DATE: 1, • E i
Separation pistance Between the:
Maximu ►Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private;Water Supply Well and Leaching Facility (If any wells exist
on sate O,within 200 feet of leaching facility). Feet
r
Edge.p V4�gtland and Leaching Facility(If any.wetlands exist
within 300 feet of leaching facility) Feet
Furnishedby: >!
Li
a
D- 7G "
•4
TOWN OF BARNSTABLE
LOCATION 21 An-C I V A 1 D� SE AGE #`077
VILLAGE ASSESSOR'S MAP & LOT �
INSTALLER'S NAME&PHONE NO. S S
SEPTIC TANK CAPACITY /S 62
LEACHING FACILITY: (type) z/ Ih C ,�x- ell (size)
NO.OF BEDROOMS
BUILDER OR OWNER if-e a F X PA y
PERMITDATE: 1` :Z 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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
y
70
10.
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9 Maw
FEE l��
COMMONWEALTH Of MASSACHUSETTS
Board of Health,� Y\ �-�, MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit toCo s uct(� Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components
Location N q 1'(�G) ol-I Vb Owner's Name
Map/Parcel# U p���,�L'. �-Zfo Address t
Lot# I Telephone#
Installer's Name , o ® �/ iS �n Designer's Name P1EAn4 rLZS-( _ AA LLr—U,A N EN(,-,
Address a �� `• Address R 30X 9 (A/. 19ENti(1
Telephone# �65 C 37 Telephone# 3 qg 7
Type of Building S. ' l Lot Size fJ LZ sq.ft.
Dwelling-No.of Bedrooms "[ Garbage grinder ( )
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min.required) 4 gpd Calculated design flow Design flow provided Ll L3 gpd
Plan: Date 10 •ZZ 9 7 Number of sheets Revision Date
Title S tTC 4✓V19 P�4+�
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator f HOAP f M C LS AVDate of Evaluation -L-7,4-CI L
DESCRIPTION OF REPAIRS OR ALTERATIONS b 0 —rl%W `7
The de agr�s to' e e described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further a t n Ito p,c e to ui operation until a Certificate of Comp fiance hen issued by the Board of Health.
ne ate .�
Inspections
No� ryG'y 1/ FEE
COMMON
Board of Health, ,Y1�111 U ti, MA.
t-0
APPLICATION FOR DISPQ��e$' YSTEM CONSTRUCTION PERMIT
ate„� 4
Application for a Permit to Construct( Repair,O iJpgrade(')'Abandon ❑Complete System ❑Individual Components
O' r
Location I4IP E YLC.I WJ L r)1.( Owner's Name U`C c
Ma /Parcel# Address /
Lot# ,4j• Telephone#
Installer's Name- �� �S n v� Designer's Name p(EM,o q£S"(' — M(,(_E�_LA jv t/\, ,
Addres a � G�W Address
Telephone# ( �t', 'G Telephone# 3 q� -7 71 U
Type of Building Lot Size 35, 1 Lt sq.ft.
Dwelling-No.of Bedrooms L4 Garbage grinder ( )
Other-Type of Building No.of persons Showers ( ),'Cafeteria ( )
Other Fixtures
Design Flow(min.required) gpd Calculated design flow Design flow provided Ll�3 gpd
Plan: Date 0 ZL �] Number of sheets G'N Revision Date
Title S1"tC A✓I` el../,06 nC4"
Description of Soil(s) �F.�-•- ht AN p
Soil Evaluator Form No. Name of Soil Evaluator PaA4( M C LELLLWDate of Evalu''lion
DESCRIPTION OF REPAIRS OR ALTERATIONS IUt 0 M X< T t/ �~( ��o•w�, rcU
The under' agr s to' t th46 a described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further atr t top the to 'operation until a Certificate of Co ance has en issued by the Board of Health.
Si'gne'd ate
Ins ctions
t t.
t
.yy
No. !- �J- FEE I UU
Board of Health, Y..� �5 � L� MA.
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ,Repaired ( ),Upgraded ( ),Abandoned ( )
by: el
at
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to,
application No. dated Approved Design Flow (gpd)
Installer
Designer: Inspector: Date: - ! -
The issuance of this permit shall not be construed as a guarantee? t the system will function as designed.
No. A _ FEE `!
COMMONWEALTH-OF MASSACHUSETTS
Board of Health, 1VIA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct .Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at �--� E&c- , V� (,ye as described in the application for
3
Disposal System Construction Permit No. (or, ,dated r
Provided: Construction shall be completed within three vyears of the date of this;permit. All local conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date /0?, `/OiZoard of Healt4 '
r
ASSESSORS MAP No,
No.- -- -�-' PARCEL NO: Fee--
--------
BOARD OF HEALTH
TOWN OF BARNSTABLE
AppricationiftlVell Congtruct ion Permit
ee
A pli tion is hereby made for a permit to Construct (10, Alter ( ), or Repair ),an individual Well at:
Loca'on — Address ssessors Map a,pd Parcel
e- - - — ----------------------- - — - ------�'��� -���''"�`-r----------------
ner Address
�Fp --- --- �-- -- ----------------------
!/
------------ --
Drill 0
Installer — er dress
Type of Building
Dwelling----�=
Other - Type of Building ----------- No. of Persons------------------------------------------------------
<. C�S���G --------- Ca acit ------
Type of Well---------- - - --------------------- - P Y-------------------------------------------
--------------------
Purpose of Well - / [0° -------------------------------
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 unt' !rFicatflia ce has been issued by the Board of Health.
SignedLdate
Application Approved By- - -- �r 1---- -- r— -�` °--
date
Application Disapproved for the following reasons:----------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
date
Permit No.--------- 1_�F" - � - Issued f - ---- ----------------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of (Compliance
THIS IS TQ CERTIFY, at the Individual Well Constructed ( ), Altered ( ), or Repaired ( )
by- `-- ---------------------------------------------------------------------------------------------------------------------
Installer
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 "-- 'y Dated `-`�-�--_'',e .3
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE----------------------- - - --- - -- Inspector--------------------------------------------------------------------------
r. x E�"" " '. j-....r .'� ors• .,r * 4: <. ._ t... ew.�., �.. `'4''f1•iE.2+5 bit �. _....it ;�a
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1r+ir..:ms cY1
0 Fee-,'k- - r
BOARD OF HEALTH
TOWN OF -BARN-STABLE ,
..1-1,01pplicat ion-*rVell ConotructionVermit
A pli ation is hereby made fora permit to Construct (J0, Alter ( ), or Repa;� n individual Well at:
-- - -----�-'-1�------fie----.- U'��''------------------------------� ----�-J-----��--'�'------------P------ ------- ---------------------
Loca on — Address sensors Ma a d Parcel
PPr- -19 e o G - -- -- -5 �1�aG -�� ��'%��� ----------------
ner � Address !'
Installer — Driller Vress
Type of Building
, ,® ,y� /--------------------------
Dwelling--- -�/—''='-----�'"`r=-1------
Other - Type of Building ------ No. of Persons------------------------------------------------:-----
�. t,�G�p
Type of Well- - --------- Capacity - ----------------------— -----
----------------------------
Purpose of Well - 7 � .: ---------------------
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 untilr er ificat f lia ce has been issued by the Board of Health. _
Signed --------- -- ------ --------•----------------- ------------------------------- �.
date I
Application Approved By - -- ------ = ------------- ----
date
s
Application Disapproved for the following reasons:=----=---------------------------------------------------------------------------------
--------------------------------------------—-- — — — --- - - - - -------------------------------------------------------------------
,..r date
,i
r+ [,f ✓ ✓
Permit No. -—�y � %'=1 -- Issued----- -----------------------------
date
i'--z-'�`�iti +..:..:.aa.a�m:sw�.«w»•�tiuse a.iw�aa+ri, �.+:ww.,iew.-.r�..00,wee.�..e�.�.s±se��gs.Rrsw.+.»,�r+pie+sus.-�co�..,.ie;�f.ewaa..w.o!.�.w�.iMaq- «e�,r`rw.c�s$+���N¢�* .-.�_... ......_ .-;. .
BOARD OF HEALTH
,TOWN OF BARNSTABLE,
C ertif irate ®f Compliance
THIS IS TO CERTIF , T at the Individual Well Constructed ( ),'Altered ( ),. or,Repaired
b l f,, f
Y- -- -�`r 2= --- —' '-=----------- -------- - - - - - - -- — — --- —=
• � `Installer
at- -S�-�`_'�,'.�'',�`.d�/ _l• - _�1 =__ d -/ �' ' � - - -------- --
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 WelfConstruction Permit Nowk,/'--�-�I-'41 bated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE----------------—- — - — — — -- Inspector— - - -----------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Vell Con5tructioupermit
No. ----------------- Fee
Permission is hereby granted ------ 4:;::: --------------
to Construct (V), Alter ( ), or Repair ( ) an dividual Well at:
Street
as shown on the a lication for a Well Construction Permit
No.- �'N -~ - — - — -- - -- - - Dated- 1 -- -�-------------------------
- --
--— Board of Health
DATE_ — - -9-1
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ASSESSORS MAP: f10 KEY: TEST HOLE LOGS NOTES:
q y4 PARCEL,• 1-26 EXISTING CONTOUR:
PROPOSED CONTOUR: 1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-)
"""" ENGINEER: THOYAS YcLELLAN, P.E.
�b� 2. MUNICAPAL HATER IS NOT AVAILABLE.
/ CURRENT ZONING: RF EXISTING SPOT ELEVATION: 25.5 WITNESS: EDWARD BARRY
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
8f�8, BUILDING SETBACKS: PROPOSED SPOT ELEVATION:RE DATE; 9-26-96
4. ALL PRECAST UNITS TO CONFORM WITH AASHTD H-10
F. 30' S: 15' R: 15' TEST HOLE:* PERCOLATION RATE: < 5-MIN/IN
UTILITY POLE: -0- LOADING SPECIFICATIONS
q .
5. PIPE PITCH - 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
�!} FLOOD ZONE: C FENCE LINE: TH-1 $0.0 TH-2 88.0 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL.
Lochs HYDRANT.
RETAINING HALL:
�� HORtzoN Ems• �i HORIZON aLEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
o� TREE: d' 2�13 89.5 o' '"13 87.5 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH TH
E
S HORIZON S HORIZON STATE OF MASS. ENVIRONMENTAL CODE TITLE FIVE AND LOCAL
LOCATION MAP SANDY LUAU! saNDt Lour ( )
2 f0!'R s/e seD f0rR s/e W-0 HEALTH REGULATIONS.
LOT 49 cY HORIZON Psncr AC Cf HORIZON 9. CONTRACTOR TO VERIFY LOCATIONS of ALL UTILITIES PRIOR
�1 LOAMY SAND LOAMY SAND TO CONSTRUCTION.
35,122 ± SF. j v �. 2" e/3 eza god 2" e/3 79.0
(OBI ± AC.) C2 HORIZON Cl HORIZON 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
MEDIUM SAND MEDIUM` SAND EXCEED 3D'.
2sY e/s 2" s/e 1f. SEPTIC SYSTEM AND WELL LOCATION ARE IN ACCORDANCE WITH MASTER
tsar, 77.5 W 76.0 PLAN ON RECORD AT BARNSTABLE HEALTH DEPT.
y
NO GROUNDAATER ENCOUNTERED
92 SEPTIC SYSTEM DESIGN
` FLOW ESTIMATE:
4 BEDROOMS AT 110 GAL/DAYIBEDROOM = 440 GAL/DAY
` SEPTIC TANK: Daces
� 78'
440_ GAL/DAY = 2 DAYS = � GAL
USE 1500 GALLON SEPTIC TANK PROPOSED O 40
4 BEDROOM � 24'
RES `92 ir DWELLING
IRE 91- - -
- - - - - - - - - - - - - LEACIKINGAREA:' 18 10,
- - ,
TH-1
USE 4 INFILTRATORS (MAXIMIZER CHAMBERS) S PORCH 2 24'
90- - - - - - - - - - - - - ► WITH 4' OF STONE ALL AROUND (37' sIf = 2' DEEP) 34'
LEACH AREA -
SERVING Lary 50 �h \ _ PROPOSED DUELLING
o _''_:...',._ •_ \ k SIDE AREA: (37 + ff)2 F 2 = 192 (.7�) - _�
s S - GAL/DAY
' `r.• \ \ BOTTOM AREA: 3T z 1f = 407 SF (.74) _•301 GAL/DAY -
CAPCT_
A I
—
Y 448 GAL DAY
-
\' \
cn 89 .• � �
SEPTIC SYSTEM SECTION
88' ' \ ` 5�• \ ` COVERS WITHIN Ir OF
:.® - , BIRD FINISHED GRADE
ONa INSPECTION CovzA
o \ 10' TH-2 . \ OF FOUNDATION F )
•. •. .... '- • ., b fro
ti �s ytx �b� TOP ION BE wrrHIN s" o cRADa 2" PEASTONE
a , IT
87 DEC.. ..• - 4q� 3/4" 1 1/2"94
f
r . PROPOSED ' DRIVE $g' �°
HASHED STONE
4 BEDROOM
88 - - DWELLIN — o - b 84.4 �— ELEV.= 84.3
TOP TNDr BENCHMARK TOPZ85.O
ELEV.
PORCH - - �° CONCRETE BOUND 84.65 1500 CAL D-BOX — 8f.77
as - - - - - - =.-''. � PO - -es 83.87
$+ ELEV- 87.52'
.• .• -. ELEV.
............. :\ � ELEV. SEPTIC TANK 84.04 (6" OF 4..... ELEV.
'~••• (6" OF STONE UNDER OR ELEV. STONE 3T
-� UTILI?'Y 84 • ` - 8s• 9 ELEV. MECHANICALLY COMPACTED) UNDER) 8377 4 INFILTRATORS (MAXIMIZER CHAMBERS)
CLUSTER � �� . TEE SIZES: GAS BAFFLE WITH 4' OF STONE ALL AROUND
37' z 1f z 2' DEEP
INLET: r UP, le DOWN AT OUTLET TEE ELEV. )
8s- ` - ' d \� (a5S fROr WELL OUTLET: 6" UP, 14" DOWN
/ LEACH AREA)
82-
80,
8f— ry' ` �8
'9 ' EXISTING SITE AND SEWAGE PLAN
lop `84 CATCH BASIN APPROVED BY: DATE:
` 1 \ 1 ��
e 79 � r�1se 7s � LOCATION.•
e a2 e/ �, 'k�•ss �,,o� LOT 49 PERCIVAL DRIVE �/�O
a1. 1 D R J.
Ma cnn� taw, i WEST BARNSTABLE, MA
it
WELL,PROPOSED IV AL o PREPARED FOR:
E RC
EXISTING WELL REEF REALTY
r
+ DEMARaST—MaLELLAN ENGINEERING )'1 SCALE: 1" = 30' ��
24 SCHOOL STREET PD. BOX 483 DATE: f0 22 97
DM 96-f63 (D10F31D� EXISTING WELL WEST DENNIS, MASSACHUSETTS 02670 REFERENCE LOT 49 PLAN BOOK 413 PAGE 99
PHONE E PAX . (608) 398-MO THOMAS MCLELLAN, t.E. JINN Z. DEMAREST JR., t.L.S. REVISED: 10-28-97 REVISED: 11-11-97
l/ a+
N ,
.
ASSESSORS MAP. 1 10 - KEY. TEST HOLE LOGS NOTES.
PARCEL - 1 26 EXISTING CONTOUR.
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-)
E CONTOUR: ..............................
PROPOSED� ENGINEER: THOMAS McLELLAN P.E., 2. MUNICAPAL RATER IS NOT ,AVAILABLE.
d' CURRENT ZONING. RF EXISTING SPOT ELEVATION. 25.5 WITNESS: EDWARD BARRY "
ELEVATION. -
3.-SCHEDULE 40 - 4 PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
BUILDING SETBACKS. PROPOSED :SPOT 25 9-26 96
[] DATE
8� 4. ALL PRECAST UNITS TO CONFORM:WITH AASHTO H f0
30' S. 15 R. _15 TEST HOLE. < 5 MIN IN
sl. F. �' PERCOLATION RATE. ... . / 'LOADING SPECIFICATIONS.
� UTILITY POLE. -{ -
5. PIPE PITCH 114 PER FOOT UNLESS NOTED OTHERWISE .
q • f )
FLOOD ZONE. G FENCE LINE. TH-1
TH-2
6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL.
5 90.0 88A
HYDRA
NT.
TO CCO ODAT H
'aLEV. ON aLEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNEDA �! E T E ,
RETAINING WALL.
o A aoRr2oN o� /a HOP
d•N
Lows s��rnY LOAM SANDI' LOAM USE OF A GARBAGE DISPOSAL.
. ` 2.5YS 8 2.SY3 3
or / 89.5 r / 87S
'�► TREE. 8. ALL CONSTRUCTION DETAILS ARE TO BE 7N CONFORMANCE .WITH THE
HORIZON B HORIZON
H STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
SANDY LOAM SANDY LOAM
LOCATION MAP - 8 IOYR s 1OYR 5 8
2 / aso z4' / 88.0 HEALTH REGULATIONS.
Cl 8oR12oN PERcERIFY LOCATIONS OF ALL UTILITIES PRIOR ClC18oRIzoN 9. CONTRACTOR TO
LOT 49 LOAMY SAND LOAMY SAND
TO CONSTRUCTION. '
N 2.5Y6 3 2.5Y613
35 22+ S.F. / 82S 794
a _ 90- ,oe' ,
(0.81 ± AC.) C2 HORIZON : Cz HORIZON
10.'GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
MEDIUM SAND MEDIUM SAND EXCEED 3.0.
6 S' ^
2.5Y 6/6 2.5Y /
C 11. SEPTIC SYSTEM AND WELL-LOCATION ARE IN ACCORDANCE WITH MASTER.
150" 177.5 144" 760 PLAN ON RECORD AT BARNSTABLE HEALTH DEPT.
b
ROUN NO GROUNDWATER ENCOUNTERED
�
SEPTIC SYSTEM DESIGN
92
FLOW ESTIMATE:
0
�
-BEDROOMS AT 10 GAL/DAY/BEDROOM 0 CAL/DAY
�
SEPTIC TANK: DECK 7c Fl
` 440 GAL DAY x 2 DAYS = 880 GAL
USE 1500 GALLON SEPTIC TANK PROPOSED rq
_ _ 1 4 BEDROOM 24'
16' DWELLING
RES
92 v
::::•:. 18'
- - - - LEACHING AREA. 10'
�'
z 24'
USE `4 INFILTRATORS (MAXIMIZER CHAMBERS) PORCH
TH-1
34'
WITH 4 OF STONE ALL AROUIWD 3T x 11 x 2' DEEP
90- - - — — - — - — - - f )
LEACH AREA
saRvrNc LOT So ::: • PROPOSED DWELLING
\ SIDE AREA: (37 + 102 z 2 = 192 SF(.74) 142 GAL/DAY
`' BOTTOM AREA: 37' x 11= 407 SF (74) 301 GAL/DAY
.. F
CAPACITY — 443 GAL DAY
°1 89 `
Q
U. 5 SEPTIC SYSTEM SECTION
.� \ • - -
o
S COVERS WITHIN Ir OF
'o g -
88 =- � � . 90 ._ `FINISHED GRADE
❑.... s� 88.0
,c ��.
TH-2 ONE INSPECTION COVER
o ..............,• •...... , �� TOP OF FOUNDATION o BE WITHIN 6" of GRADE)
MIN • 2" PEASTONE
oq > .........._. Q
b . IT
DECK ........ ` ----- 4!
3/4" 1 1/2"
87 044 ,
a _ : DRIVE 1" 4*0
o WASHED STONE
PROPOSED
r M : ELEV. 84.3
4 BEDROOM' 84.4
86 — DWELLING
- rop tNnt 880 0° ELEV.
° . BENCHMARK TOP OF 4.65 - 81.77
_ _. _ .° CONCRETE BOUND 8 1500 GAL D BOX 83B7 H
es - - - - PORCH �� - -Sa ELav= 87 2 ELEV. ELEV.
SEPTIC' TANK 84.04 (6" OF 4'
.. �] ELEV. 4'
ds .• ,...�.�...........: > 5.0 6" OF STONE UNDER OR ELEV. STONE 37'
8 f
...... ELEV. MECHANICALLY COMPACTED) UNDER) 4 INFILTRATORS MAXIMIZER CHAMBERS
` _ - - 86. 9 83.77 )
84- y TEE SIZES: WITH 4 OF STONE ALL AROUND
CLUSTER _ ELEV. (37' x 11 x 2' DEEP)
UTILITY � --`\\ GAS BAFFLE
a / INLET; 6" UP, 13" DOWN AT OUTLET TEE
` X . EXISTING WELL 4 DOWNss- (1ss FROM PROPOSED
OUTLET. 6" UP, 1
LEACH AREA)
82- —
79 ` �- 85
EXISTING SITE AND SEWAGE PLAN
r;
s� CATCH BASIN APPROVED BY: DATE:
LOCATION.•..
79 5' 1 / r �
H.�89.7 8s LOT 49 PERCI VAL DRIVE /�0
�K �s tk OF
82
4
• es E aTHOMAS J
� r?R
Z• � WEST BARNSTABLE, MA
cv . gpROPosaD ��.a�nPREPARED FOR.W AL Q ,
ELL �T � �. Q
CI_
- R' 4 REEF REALTY
aXlsrrxc WELL P E DM ,� .• - `
0
a " = 31Y DATE: 10122197 '
DEMAREST-McLELLAN ENGINEERING �. SCALE. 1
24 SCHOOL STREET P.O. BOX 463
HEST DENNIS, YASSA H TT C USE S 02670 REFERENCE: LOT 49 PLAN BOOK 413 PAGE 99
ST JR. P.L.S.
31D EXlsrnc� WALL� _ THOMAS McLELLAN, P.E. JOHN Z. DEMARE ,
DM � � fCJ O11F � tHelvs t fAx . (58t) asa 7718 REVISED. 10-28-97 REVISED. 11-11-97
}
N I
AssEssoRs MAP: »o KEY: TEST HOLE LOGS NOTES:
PARCEL: 1-26 EXISTING CONTOUR:
I. VERTICAL DATUM. ASSUMED FROM QUAD (NGVD
�d► PROPOSED CONTOUR: ENGINEER: THOMAS McLELLAN, P.E.
2. MUNICAPAL RATER IS NOT AVAILABLE.
�► �' CURRENT ZONING: RF EXISTING SPOT ELEVATION: 25S WITNESS: EDWARD BARRY 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
BUILDING SETBACKS: PROPOSED SPOT ELEVATION: 25 • I 9-26-96 -
� DATE. 4. ALL PRECAST UNITS TO CONFORM WITH.AASHTO H-fO
sy. F: 30' S: 15' R. 15' TEST HOLE:1V PERCOLATION RATE < 5 MIN/IN
UTILITY POLE: -O- LOADING SPECIFICATIONS.
.
FLOOD ZONE: C FENCE LINE: .. .. ..
TH-I' TH-2 5. PIPE PITCH = 114" PER FOOT, (UNLESS NOTED OTHERWISE).
90.0 88.0 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL.
HYDRANT: ELEV. ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
,j. Locus RETAINING WALL: ® s'AN y P .2uorN SANDY�roai N
TREE: 6" 2.5Y 313 89.5 it 2.5Y 313 87S USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
S HORIZON : S HORIZON STATE OF MASS. ENVIRONMENTAL CODE TITLE FIVE AND LOCAL
LOCATION MAP SANDY LOAM SANDY LOAM ( )
24" fOYR 518 884 24" lorR 518 86D HEALTH REGULATIONS.
LOT 39 C1 AMY HORIZON D PEA �.o�s�xD 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
35,122 + S.F. �. 2" 613 ers fog- ZSY 613 Imo TO CONSTRUCTION.
(OBI ± AC.) C2 HORIZON C2 HORIZON 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
MEDIUM SAND MEDIUM SAND EXCEED 3.0'.
2.SY 616 2.5Y 616
It. SEPTIC SYSTEM AND WELL LOCATION ARE IN ACCORDANCE WITH MASTER
1so" 77.5 .- t44" 76.0 PLAN ON RECORD AT BARNSTABLE HEALTH DEFT.
N
NO GROUNDWATER ENCOUNTERED
s
92 SEPTIC SYSTEM DESIGN
` FLOW ESTIMATE:
\ BEDROOMS AT_110"GAL/DAY/BEDROOM = 440 GAL/DAY
SEPTIC TANK: DECK sir
A4 -GAL/DAY x 2 DAYS-' 880 GAL
USE 1500 GALLON SEPTIC TANK I PROPOSED z4�
4 BEDROOM
gES 92 f6' DWELLING
IREA 91- - - - - - - - - - - - - - - - LEACHING AREA: 18' fa
TH-1 USE 4 INFILTRATORS (MAXIMIZER CHAMBERS) 6' PORCH 2 z4•
so- - - - - - - - - - - - _ , WITH4' OFSTONEALLAROUND 1(37' xIfx2' DEEP) 34'
LEACH AREA
SERVING LOT 50 �► �� PROPOSED DWELLING
o �' SIDE AREA (S'I' + 11)2 x 2 = 192 SF(.74) = 142 GAL/DAY
•::.
:: •. .:
BOTTOM AREA:" 37' x 11' = 407 SF" (.74) = 301 GAL/DAY R
6� CITY = 443- �{
_ .
T.. :.u.... CAPACITY,
GAL .DAY
' .
Q 89 -91 ' 'SEPTIC SYSTEM SECTION
b 88� COVERS WITHIN 12' OF ,
c ` 90.0 FINISHED GRADE {
e TH-2: d �� ��� ONE INSPECTION COVER
ti �� TOP OF FOUNDATION �o BE WITHIN C OF GRADE) ,2" PE 0
b , a AST NE
87 q�
14 e 77 314 - 1 112"
}��4 ` - WASHED STONE
86 _ q 4� G oo 86.45 - ELEV.- 86.4
/ ELEV.
BENCHMARK TOP OF 86.7
_ _ _ _ - 8g CONCRETE BOUND CI GAL D-BOX 86 2 0 83 94
ss - - - " . - ELEV= 87.3E ELEV. " ELEV.
SEPTIC TANK 86.37
(6 OF ELEV. 4' 4'
87.0 (6" OF STONE UNDER OR' ELEV. STONE 37'ss. s ELEV. MECHANICALLY COMPACTED
UNDER) 4 INFILTRATORS (MAXIMIZER CHAMBERS)
rrrrLrrr 84' ` '"'' TEE SIZES: 85.94 WITH 4' OF STONE ALL AROUND
CLUSTER - - ...... GAS BAFFLE
. INLET: 6" UP, 13" DOWN AT OUTLET TEE ELEV. (37' x If 2' DEEP)
83- .
es "�' EXISTING WELL OUTLET: 6" UP, 14" DOWN
86 (156' FROM PROPOSED
` 1 EACH AREA)
82.
80
.� k EXISTING BICATIV SITE AND SEWAGE PLAN -
\ h.
• �84 ��` �� „f APPROVED BY: _ DATE:
.75 = LOCATION.•
79 ` 00000
R-139 83
ZK of�cas; LOT 49 PERCI VAL DRIVE
—�— �' a ►a +x t WEST BARNSTABLE, MA
ell. 1 RC I CIVIL�
PROPOSED
WELL ,
PREPARED FOR:
EXISTING WELL p E DM REEF REALTY
DEMAREST-McLELLAN ENGINEERING-; V SCALE: f" = 30' DATE: 101224/ 97
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSrTTS 02670 ' REFERENCE: LOT 49 PLAN BOOK 413 PAGE 99
DM # 96-163 D10F31D� EXISTING WELL PHONE � FAX : (sos) sae-77fo F THOMAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S.
f