HomeMy WebLinkAbout0144 PEPPERCORN LANE - Health 2, 144 PEPPERCORN LANE
COTIUT
A= 004 - 010 --- - - - - - - - - - - - --- -�
r-
TOWN OF BARNSTABLE +2
LOCATION ? �OyYVQj SEWAGE# d ,
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. 'a
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) GD& size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: -J 26 R / COMPLIANCE DATE: �U
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) a/d Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY ..0
5•. •4M
Y _ `
0 0
j
077
. o
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No. �l/ I ���W
Fee
BOARD OF HEALTH
TOWN OF BARNSTABLE
ZippYication ,for Yell Construction Vermtt
Application is hereby made for a permit to ConstrucV, Alter( ), or Repair( ) an individual well at:
Location-Address Assessors Map and Parcel
Chrlstphar 23 itav bour kd. wan C ha'I -H-ohc
Owner Address
Installer-Driller Address
Type of Building
Dwelling
Other-Type of Building No. of Persons
Type of Well 5c+t 40 r y— Li°' Capacity '-20 R
Purpose of Well �f r Icia r)
Agreement:
The undersigned agrees to install the afore described 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 Certi lc to of Compliance has been issued by the Board of Health. ff
Signed O� ?�21_
- ate
Application Approved By
Da
Application Disapproved for the following reasons:
Date
�Permit No. ° �'VV� te Issued dZ
Date
---------------------------------------------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate of Commphauce
THIS IS TO CERTIFY,that the individual well Constructed W, Altered( ), or Repaired( )
by if-ifl d lrfllm)g-. - Installer
at
has been instalka in accordance with the provisions of the Town of Barnstable Board of Health Private Well r tection
Regulation as described in the application for Well Construction Permit No. W 2.{Sj,� .Q} ,6 Dated CP I
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
w
No. J?ice. � Fee `1 —
BOARD OF HEALTH
TOWN OF BARNSTABLE
2pplication ,for lVell Uonf tructton Permit
Application is hereby made for a permit to Construct�(J), Alter(�'), or Repair O . an individual well at: !01
k4 Q Vh n15.r C()r� l ��� . A rA_t-�--I� .1-�- ��L4 1 ta(n
s ! 1 Location-Address' I Assessors Map and Parcel
I Owner Address Y f
ovirl ,&l ( dtl�tkq� 1C . r� � 799 , 0 08 lic. ., A ()2(c53
Installer-Driller s/r Address
F '
Type of Building
Dwelling /
Other-Type of Building No. of Persons
Type of Well `. //? •. s 'Capacity' tb
J�
Purpose of Well f tG10+1 n n
Agreement:
The undersigned agrees to install the afore described 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
d - well in operation until a Certificate of Compliance has been issued by the Board of Health. x
Signed d1 ;��tii► � ?r. ` DZ)21
f`10. \ i Date ,
Application Approved By �1 h
Date
Application Disapproved for the following reasons:
P
Date:
Permit No. V y ),/k Issued
1 Date
BOARD OF HEALTH
TOWN OF BARNSTABLE I';"'�'
Certificate of Compliance
THIS IS TO CERTIFY,that the individual well` Constructed O, Altered( ), or Repaired
by ,4-,�-a,r���. �Yl(
f f Installer
at � � � � Yl ( l' 1 t1114t e
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. +J 24WA r to Dated i '�r l�
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL,
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
BOARD OF HEALTH
TOWN OF BARNSTABLE
Ivell Con5tructton permit
' No. wV .i . 01 &. �. Fee
Permission is Hereby granted to %
Installer
to Construct( ), Alter( ), or Repair( an individual well at:L
r r - Street
as shown on the application for a Well Construction Permit No.W I D Z ! Dated
Date �. Approved By ------
" -
i
UA9IUM IYUM:
(SLOPE>194 - ... ... ELEVATIONS SHOWN HEREON ARE BASED a 1
. ON THE NORTH AMERICAN VERTICAL El
- - DATUM 19M(NAVD 1988) K
�'S0•p0 I N(
PROPOSED 1 -
LUSMDX WORK/TTATKINBARIBER ,1 i
'1. .. ROT-
ALL FI%D1R6 1D BE WRIER TESTED
.1'�` l r:».•: "� L ,j BY CONTRACTOR TO VERIFY ALL SEWER
9 , E)OT LOCATIONS PPoOR TO INSTALLATION OF
ANY SYSTEM COMPONENTS.
•:y:. SOO'W 2b
OBSFRVATKIN Pwr .,. . LEACHING CAtAMBEIE i} N
. I pAREARUpoSFD RFSBt\£ '
I -1f.!�"PROT'06ED SONAE RAF. .fl I ( i r..+N= 0. y.: "��_.s ASSESS YAP 004
SPUi RAL HENCE OR ( .6 C_. ��( Vm - _ 1 PARCEL 009002
'I PEAYANOMMMAIDfERSRS BE
_�-.�: � � �� i}.PWO�DTO o � i .r~• 2gt
LOFT OF WOW LINE .ILL
•. (5 OFF 50'BUFFER) TANK
10-OK "ppOpbSEi l
GARAGE E
46
I4 9 "I ,. i - SITE BENG0IARK: -)
TOP aF cauc.eoam ,
-'I I•,
PROPOSED
pMEANM
trft
t `
I q4 { Bel I LOT 34 L 11 -
o .. 1 {� A ►y PROPOSED
,4 WALM AREA TO MHW=123,900 S.F.t •7 I r.,t i T 4 p WATER ( OR 7-84 AC.* O -
Tgt I { SFRNCE AREA TO TOP 0'
COASTAL BANK=119.070 S.F.t
Y�,°`
R I .l1'.1
01iERN
tRMILnu `r f.: ; _7 flE6aos(n ORNEYYAY i
WO.;L STAKE o- - - --r ,.> { r +�vYr rY7' .1 2 '.
.. L;ON CENTER(kWL) $ ,ut ,Jo i.-
f
ti r ► a��9 �zz UN1R ► F«a
TNMI 9ARR0RRPROPOSED
ELECTRIC
TOP OF COASTAL BANK
DEP P4UCY 92-1
(23%>SLOPE>10%) "�'!--ea. 1 , 1 .•/ ,
IOU BUFFER FROM 7�T5. 1:' ` �(.tTTO S7FAECi
TOP OF COASTAL BANK 10 COASTAL—
(BARNSTAIRE OWNED) � /� � STORM FLOWAGE
IW BUFFER
Of
BARRIER DETAIL CaOSTAL�BAK
SCALE e�
AS I-sm MAP 004
PARCEL O11 .. .
,
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PLAN SHOWING PROPOSEDJd"'
N 4 b SITE IMPROVEMENTS
No. ✓_3 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplitation for Disposal *pstem ConstrULtiun Permit
Application for a Permit to Construct'(� Repair( ) Upgrade( ) Abandon( ) ❑Complete System tvidual Components .
Location Address or Lot No. Owner's Narne,Address and Tel o. 1
Assessor's Map/Parcel l 0
Installer's Name Address,and Tel.No. y Designer's N e Address,and Tel.No.
lect
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) /!S.5`3 gpd Design flow provided gpd
Plan Date _ l�1,7 D� \ Number of sheets 1 Revision Date 2
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations swer when a plicable) I
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.
Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. �, ��j S Date Issued z "
,w. ....; ry ..,. .,;'1^' • .ti . a dR+ ^'Ty"+ . . �Y s, �y. ��. -.
'• No. _� 053 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
I PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
apparition for Misposal 6pstem Construction 3perlttlt����P��
Application for a Permit to Construct -"Repair( ) Upgrade( ) Abandon( ) ❑Complete'Systerr ❑Jnd'i'vidual Components
Location Address or Lot No. �Owner's%meeAdpd�ress and Tel _ o.
Assessor's Ma /Parcel ( T" ����A
p '� i / n
Installer's Name Address,and Tel.No ef��' Designer's N e Address,and Tel.No.
y. �� ..� iY1, � ! '7I✓� u. a t3 t
Type of Building:
Dwelling No.of Bedrooms t Lot Size 43 sq.ft. Garbage Grinder( )
Other Type of Building \ 96MAQ_ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ' �TF 1 gpd Design flow provided ^� r. gpd
Plan Date
Number of sheets Revision Date
Title P
Size of Septic Tank O l Type of S.A.S. 0_10M16.e%
Description of Soil .
Nature of Repairs or Alterations(Answer when applicable)
( r `c
I
Date last inspected: t .
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. !
S'gneil �. . Datej2
Application Approved b J y
PP pP Y � Date� �(�
Application Disapproved by Date
for the following reasons \ - :
Permit No. ?_ .-- Date Issued '2 Z 6o I �7,
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(' ) Repaired( ) Upgraded( )
Abandoned( )by /�jl
at P cY\ ak\n > l�lias been constructed in accordance ,,
with the provisions of Title 51and the for Disposal System Construction Permit No�TL'iS15 dated :212 b l Z.0 Z. (
G % \ t
Installer '" o Designer � �61 n C-f.t'�.ry^:.
#bedrooms _ Approved design flow ' gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date ��f �' '� Inspector_ �, � •
--------------------
05-3 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS
Disposal 6pstrm Construction Vermity
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:Construction must be completed within three years of the date of this perm .
Date Zl ' /� ypprove
Town of Barnstable
Inspectional Services
r Public Health Division
aeartsrnaLe. •
, Thomas McKean, Director
oA 200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 08/10/2021 Sewage Permit# 2019-387 Assessor's Map\.Parcel 004/010
Designer: Sean M.,Riley. Coastal Engineering Co.Installer: 0"M
Address: 260 Cranberry Highway Address: UYY%
Orleans,MA 02653
On 02/26/2021 Swas issued a permit to install a
(date) (instal er)
septic system at 144 Peppercorn Lane, Cotuit _ based on a design drawn by
(address)
Sean M .Riley, Coastal Engineering Co., Inc.dated Rev 2/26/2021
(designer)
X I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compliance with the to rms of
the M approval letters (if applicable)
SN OF Mq�
�o SE
IL y
( stal er's ignature) C16 i5
n Y ISTEp�G��'��
`SSONAL EN
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
WoAdeptAHEALTMSEWER connecASEPTICOesigner Certification Form Rev 8.14-13.DOC
COASTAL
engineering co.
August 10, 2021 C18184.00
Board of Health
Attn: Thomas McKean, Health Director
200 Main Street
Hyannis, MA 02601
Re: OSC Permit Close Out— Compliance Statement
Proposed Sewage Disposal System
Christopher D. Heckscher
144 Peppercorn Lane
Barnstable (Cotuit), MA Z
Map 004 Parcel 010
Septic Permit#2019-387
Dear Board Members and Mr. McKean:
Coastal Engineering inspected the sewage disposal system installation on May 6, 2021 at the above
referenced property, prior to being backfilled. Our inspection found the system to be installed in
substantial compliance with the approved plan revised February 26, 2021 with respect to overall
dimensions and elevations.
Please note that at the time of our inspections final grading had not yet been completed. The installer
must grade properly to have a maximum of three feet of cover over the sewage disposal system.
If you have any questions, please do not hesitate to contact me directly at (508) 255-6511 extension
x485.
Very truly yours,
COASTAL ENGINEERING CO., INC.
Sean M. Riley, P.E.
SMR/cad
Enclosures
cc: Christopher D. Heckscher
Polhemus Savery DaSilva
_ .
Orleans I Sandwich I Nantucket 0
Massachusetts Department of Environmentall Protection
Bureau of Resource Protection
*- Well Completion Reports
P P
Well Driller
Please specify work performed: Address at well location:
New Well Street Number: Street Name:
144 PEPPERCORN LANE
Please specify well type: Building Lot#: Assessor's Map#:
Irrigation
Assessor's Lot#: ZIP Code:.
Number Of Wells: 010 02635
City/Town:
Well Location BARNSTABLE
In public right-of-way: GPS
(";Yes (7 No North: West:
41.59544 70.45201
Subdivision/Property/Description:
Mailing Address:
rvv click here if same as well location address
Property Owner: Street Number: Street Name:
CHRISTOPHER HECKSCHER 144 - PEPPERCORN LANE
City/Town: State:
Engineering Firm: BARNSTABLE MASSACHUSETTS
ZIP Code:
02635
Board of health permit obtained:
Yes (-,Not Required
Permit Number: Date Issued:
W20210036 06/11/2021Ike
II
Massachusetts Department of Environmental Protection
Bureau of Resource Protection-Well Driller Program
17L Well Completion Reports(General)
Well Driller - General Well Form
DRILLING METHOD
Overburden Bedrock _
,uger L Choose Bedrock-�
WELL LOG OVERBURDEN LITHOLOGY
From(ft) To(ft) Code Color Comment Drop In drill Extra fast or slow Loss or addition
stem drill rate of fluid
— _-
C,
�Fast t^Slow
Loss Addition
20 30 Fine Sand I Bro ("�wn i*;
Fast f^Slow
-- -•• --- •—• YES NO Loss Addition
— ---------
C'
30 40 Medium Sand s+ Brown YES NO Fast Slow Loss Addition
WELL LOG BEDROCK LITHOLOGY
Drop in Extra fast or Loss or Visible Rust Extra
From(ft) TOM) Code Comment addition of Large
drill stem slow drill rate fluid Staining Chips
�� Choose Code --� Yes r'Yes
YES NO Fast Slow Loss Addition
ADDITIONAL WELL INFORMATION
Developed I
C.Yes Disinfected t �
Total Well Depth 40 Depth to Bedrock
Surface Seal Type JiNon. racture Enhancement 'Yes (:No
CASING 11 Casing above ground?
- — — - - - — - ......
From To Type Thickness Diameter Driveshoe
- ........ .... .... .....
((0 f33 Polyvinyl Chlonde +l Schedule 40 (4 r Yes
f.._ ....._....._� t — .._... _ J
SCREEN rNo Screen
FromTo Type __..... _ _._.. .._.._ -.__.... S _........_._.._............___. _......... _'
F lot Size Diameter
.................. -'
Stainless Steel Well Point J) .010 4
WATER-BEARING ZONES r DRY WELL
From To YleId(gpm)
PERMANENT PUMP(IF AVAILABLE)
Wire Constant Spa ed
Pump Description Horsepower
Submersible
Pump Intake Depth(ft) 32 Nominal Pump Capacity(gpm) 20
Massachusetts Department of Environmental Protection
Bureau of Resource Protection—Well Driller Program
Well Completion Reports(General)
ANNULAR SEAL/FILTER PACK
From To Material 1 Weight Material 2 Weight Water Batches Method Of
� } ('' (gal) (('count) 7 (P'llacceement i
�— FChoose Mat (`'erial J I oose Material s — 1
Choose One— <
WELL TEST DATA
Time Pumped Pumping Level(ft Time To Recover Recovery(ft
Date Method Yield(gpm) (HH:MM) BGS) (HH:MM) BGS)
��O6/02/2021 (Constant Rate Pump • �12 1 (0�130 (1�3 X-(
I-..-..-.. .. ._-.-__.._ t I.__� L
WATER LEVEL
Date .Static Depth BGS(ft) Flowing Rate(gpm)
Measured
06/02/2021 11 — --7 12
COMMENTS
WELL DRILLERS STATEMENT
This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete
and accurate to the best of my knowledge.
WILLIAM Monitoring[M] Supervising Driller DESMOND,
DrillerURQUHART Registration# 299 Signature THOMAS,E
DESMOND WELL
Firm DRILLING,INC. Rig Permit# 0551 Date Job Complete 06/22/20 11
NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion.
ENUROTECH LABORATORIES,INC.
MA CERT.NO.:M-MA 063
8 fait Sebastian Drive Unit 12
Sandwich,MA 02563
(508)888-6460 1-800-339-6460
FAX(508)888-6446
Client Name: Desmond Well Drilling Location
Address: PO Box 2783 144 Peppercorn Ln
Orleans, VA Cotuit, MA
02653 Lab Number: DW-212365
Collected By: DWD Date Received: 06/03/21
Sample Type: Well Well Specs: Irrigation 40711'
I
Date Cldeded" 7 C d I ' r
Locnliex 3eurcae ; �z, Cvmntettts� ri
w ,
Analysis Requested Units Recommended Limits Analysis Result Method Date Analyzed!Analyzed By
Total Coliforrn - .- CFU/100mL 0 0 BIG 1 SM9222B 0.6/03/2021_ NB @ 1630 .
H pH units 6 5 8.,5 6,.12 SM 4500-H B 0 p 6/03/2021 SD
Specific Conductancen umhos/cm 500 99.8 EPA 120.1 06/03/2021 SD
Nitrite-N _ -mg1L �- 1.00 - <0.006- EPA 300.0 06/0442021 SD
.. Nitrate-N - mg/C 10.0 0.49 EPA'300.0 06/04/2021 SD
11 Sodium 11 mg! 20.0 15 EPA 200.7 06/04/2021 KB
Total Iron_ mg/L 0.3
<0 01 - -EPA 200.7 06/04/2021 -- KB
Manganese mg/L 0.05 6.007 EPA 200 7 06/04/2021 KB
Comments:
pH is below recommended limit and may have corrosive characteristics.
All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met,
unless otherwise noted at the end of a given sample's analytical results.
We certify that the following results are true and accurate to the best of our knowledge.
Water meets EPA standards and is suitable for drinking for parameters tested.
i
Date 6/8/2021
Ronald I Saari -T
Laboratory Director
BRL=Below Reportable Limits "See Attached Page 1 of 1
cCertifrcation is not available for this analyze for potable water samples..
i TOWN OF BARNSTABLE
LOCATION 1 SEWAGE#
VILLAGE ' ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY rod
LEACHING FACILITY: (type)" C size) rA
NO.OF BEDROOMS 1_ s
OWNER SJ`
PERMIT DATE: 0 u COMPLIANCE DATE: Gl -2
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 leachi i &O—Feet
FURNISHED BY
®� `� �
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for disposal 6pstpm Construction 3permIt
: Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) DC 6mplete System ❑Individual Components
Locatiou Address or Lot No. Owner's Nam ,Address,and T 1.No.
YLN4�p ,�Co1 ,ne, GINY; So \new �� kSC.�-�
Assessor's ap/Pazcel �—
Ins ller's Name Address,and Tel o. Desi er's Name Addr s and Tel.No.
1, �6b
Type of Building:
Dwelling No.of Bedrooms Lot Size ® sq.ft. Garbage Grinder( )
Other Type of Buildin S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date "' Number of sheets Revision Date
Title j
Size of Septic Tank Type of S.A.S. /
Description of Soil 1\
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees,to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued b this Board of Health.
gne ? Date
Application Approved by o Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
-
No. _...------� Fee ,
3r. i{ << THE COMMONWEALTROF MASSACHUSETTS Entered in computer: Yes �.
PUBLIC HEALTH DIVISION - TOWN,OF BARNSTABLE,. MASSACHUSETTS- .
1, - ltlfltation for Misposal *pstem Construction Permit �
Application for a Permit to Construct,(. ) Repair( ) Upgrade( ) Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No. Owner's Name;Address,and Tel.No.
1 `-l �QQ�G� � ,r,2, C,7nYo lie �- 1��
Assessor's 141ap/P cel i ��` �,�,.� �� p � �., Q_ d ^-
Installer's Name, ddress,and Tel Designer's Name Addre s,and Tel.No.
-PQ,1,QL P�a
pv'
Type of Building: _ k
` Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building Q _S No.of Persons Showers( ) Cafeteria( ':.)
Other Fixtures /V Design Flow(min.required) (J�p
gpd Design pow provided gpd
Plan Date jel - Q Number of sheets Revision Date _�111A
Title _ A ?)A
'. Size of Septic Tank Type of S.A.S. �'� G 4-
Description of Soil Q
Nature of Repairs or Alterations'(Answer when applicable)
• -k.'. - ram.^ .
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in J
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. f
qSjljj�)ed 1� _'/f ;--)-,Date,
Application Approved by ,�� , '' ! j ��Date
. � t.r✓ �''— �, 1. ,f� � � - �. ... � /�, V � � � e
Application Disapproved'by / Date y
for the following reasons �✓"�
Permit No. / _ )(6 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compiiantr
THIS IS TO CERTIF ,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded
Abandoned
at _ l (�� - ,,Q:,, _ __ ..-has-been constructed-in accordance
with the provisions KTitle 5-and the for Disposal Sym.Construction Permit No. "'1" 3TTdated �Jv JI
Installer "et 'Designer � r4 .-0--v
#bedrooms + `y Approved design flow
l / � �gpd
The issuance of this
//permit shall not be construed as a guarantee that the system will' niii' ction�►-•as/designed. {
Date a( � ,1 Y Inspector L `'+ti✓ )
--------------------------------
Fee PY�
. C7 THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction Permit {;
Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( )
System located at .w ;.�L� r•Q d' -p �'
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. k,
t
Provided:Construction must be co, ete i t"hree years of the date of this permit.
Date �, f/ / ! s" A roved b
PP y (/
ASSESSORS OOM REFERENCES: �
AIRS YAP OK PARCEL 010 U
p 73y� E LAND COW PLAN 16194.0
vasw
DATUM NOTE: a
50.5%x IOw x zb
p� 1 LE40ING CHAUBM w ASSESSORS MAP004 BASED 04 hff iroRiNN MERICCAN
PARCEL OO9002 VWCAL DANY 1M OM 19"
5 �
o
3 ° -v 2
O A 1 4 N
^Z N817rWE �1
Tr 1�asRNG 1943e' �,
a n 0 1.500 GALLON
T.aFNDM SEPIIC TAME U
EL=Uh rr�^
—G m u
aRx—Nau.ser a�OAK 1REF
a=te.ao(nurn 19L1B aA1uM) �,
A a
LOT 34
AREA TO MHW=123,900 S.F.I s
SCHEDULE OF ELEVATIONS _ (2.84 AC.t) «h a
PIPE►enter VDA11Ol11S Q,
4'/mm our icA T+S9y� O
SEPIC TARX 4Y IN 10.78
SEPM TMBL 0 OU1 10.70
D-WX 4'4 1N t0A8
S D-BOX LiamLEYE7. ionH rO�
4^/DI lfAC1126 CINYBER 985t(ML) V
SWING—TIE LOCATIONS 150.E
SAS COMPONENT A 8 ASSESSORS MAP W4 S 8113'48 W
PARCEL of f511 Uf M�$q J
00 SEPAC TAME M4 COVER 1 2D.3' 228' oaf
S E
SEP11C TAM(OUT COVER 2 24.9' 21.5'
D-90X 3 W 27.4' CI (nTr B9y
LMCMNC OMER COVER 4 319 34.7 PLAN � 6 1S Q � ' O �.
a LEACHM CHAMBER COVER 5 51.8 41J' 1 O,cFFc�s7epwG?w�
REPEC17ON PORT B 1 542' 421' SS'ONAL E� O G
Va, i
{4 U C
' S
Town of Barnstable
�Trn r
.o Inspectional Services
. "
Public Health Division
` _ Thomas McKean, Director 1
a ' 200 Main Street,Hyannis,MA 02601 +;
i
Office: 508-8624644 Fax: 508-790-6304
r`
t
Installer& Designer Certification Form
Date: 01/15/2021 Sewage Permit# 2019-387 Assessor's Map\Parcel 004/010
Designer: Sean M..Rilev,Coastal Engineering Co.Installer:
Address: 260 Cranberry Highway Address:
Orleans,MA 02653
On l-- ,D.�13,�y�U�'was issued a permit to install a
(date) (installer)
septic system at 144 Peppercorn Lane,Cotuit based on a design drawn by
(address)
Sean M.Riley,Coastal Engineering Co.,Inc.dated 10/03/2019
(designer)
X I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (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. Strip out(if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compliance with the to rms of
the RA approval letters (if applicable)
j410F MgSSAc
g S yGm
ns ler s ignature) U c1
`pS/ONAL E�
Signature) Affix Designer's Stamp Here
(Designer's g } ( g P
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.
WoMdeptAHEAURSEWER connecMEPTIODesigner Certification.Form Rev&14-13.DOC
ELL LL N, �
DEEP OBSERVATION HOLE LOGS PERCOLATION RATE DATE OF TESTS: E:LESS BTHAN ER °2 INCHES PER MINUTE DROP IN THE C HORIZON ESTIMATED HIGH GROUNDWATER CALCULATION �� °
- - WITNESSED BY : JOHN G. SCHNAIBLE CEC (USGS/CCC METHOD) PLAN REFERENCES.
TPT 19 151 WITNE INDEX WELL: # MIW-29 ZONE: A f
NO SCALE DAVE STANTON , HEALTH AGENT ASSESSORS MAP 004, PARCEL 010
DEEP OBSERVATION HOLE 1 EL = 13.1' GROUNDWATER ENCOUNTERED AT DEPTH OF 150" IN DOH#1 DATE OF READING: 08 2019 DEPTH TO GROUNDWATER: 7.46 CERT. #158000 `cam 1 COASTAL
GROUNDWATER LEVEL ADJUSTMENT: 1.2 LAND COURT PLAN 16194-0
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER MgRS MP�N f engineering co.
SURFACE HORIZON TEXTURE (MU SELL) MOTTLING ACTUAL GROUNDWATER LEVEL ® SITE: EL= 0.6
RQ // � 260 Cranberry Hwy.Orleans,MA 02653
__ __ FLOOD NOTE. 1 n / J�' S08.255.6511 P 508.255.6700 F
p" - 2" 0 ORGANICS --- - -
ESIIMATED (MAX.) HIGH GROUNDWATER LEVEL' EL= 1.8 \ (\/� y Co
2 - 14 A LOAMY SAND 10YR3/1 FLOOD ZONE VE (EL 14) AND FLOOD �)(p^ �Z ` k�
" " ASSESSORS MAP 004 ZONE AE (EL 11) AS SHOWN ON FEMA
14" - 36" B LOAMY SAND 10YR4/6 PARCEL 009001 FIRM PANEL 125001CO752J EFFECTIVE LOCUS
PERC AT 54" o JULY 16, 2014
ni 50 BUFFER FROM TOP OF 100' BUFFER FROM TOP OF A
C FINE SAND I
36" - 150" 10YR7/3 TOP OF COASTAL BANK AS COASTAL BANK COASTAL BANK DEP POLICY 92-1 C
GROUNDWATER ENCOUNTERED AT A A DEFINED BY THE TOWN OF
� (BARNSTABLE DEFINED) (25� > SLOPE > 10�) I � � I
DEPTH OF 150 BARNSTABLE N i I DA TUM NO TE. QO 0� I ��
DEEP OBSERVATION HOLE 2 EL. = 12.5 (SLOPE > 191) t I Q 1
1 I I ELEVA11ONS SHOWN HEREON ARE BASED L BARNSTABLE, MA
DEPTH FROM SOIL SOIL SOIL COLOR SOIL ON THE NORTH AMERICAN VERTICAL
IN OTHER \ I I x�- DATUM 1988 NAVD 1988 KEY MAP
SURFACE HORIZON TEXTURE MUNSELL MOTTLING � 230 p0 /` ► � ( )
p" - 6" OE FINE SAND (E) --- -- --
ISE PROPS 1 1 NO SCALE
- 1 1 \ 1 / / I gU��p\NGI LIMIT OF WORK/
SEDIMENTATION BARRIER I NOTE,
6" - 12" A LOAMY SAND 10YR3/1 � 1 1 1 I ' � APPROX.
AppROX. EX1s-"NG ALL WATER FIXTURES TO BE WATER TESTED LEGEND
LOCA¶ON BY CONTRACTOR TO VERIFY ALL SEWER
1 1 `1 0 « pWEIUNG
12" - 24" B LOAMY SAND 10YR4/6 \\ 1 _ I r/ I ♦♦♦ I ABUTTER'S EXIT LOCATIONS PRIOR TO INSTALLATION OF
Pool- AND EXISTING z
C FINE SAND A ' 6.3%gyp I 1 I ♦ I pAllp ANY SYSTEM COMPONENTS. o
24" - 144" 10YR7/3 NO GROUNDWATER ENCOUNTERED - \ I ♦♦
�..�-'"♦ w � ♦ � I o BOUND 5
0 1 11 1 \ 1 i♦♦ H I ♦ PROPOSED
DEEP OBSERVATION HOLE 3 EL. = 13.2 50.5'L x 1o'W x 2'D I Ill CATCH BASIN
I I I I DOH 2 DOH#1 LEACHING CHAMBER
l
DEPTH FROM SOIL SOIL COLOR SOIL �9 # PROPOSED RESERVE ® PULL BOX
SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER 1 p I- LE I o�*% 30'± AREA 1 x
I I I I I I PRE OSED L FENCE OR
✓i ; � ASSESSORS MAP 004
0" - 2" 0 ORGANICS 1 �; D'BOX - - ', ! CABLE N BOX
--- ---
--- I I III ` PERMANENT MARKERS .� �' PARCEL 009002
II TO BE INSTALLED AT PROPOSED
2" - 6" A LOAMY SAND 10YR3/1 II 1 I I 1 4 LIMIT OF WORK LINE I $ ' �ANK ° " 29'f FTE TELEPHONE BOX
I i , (5' OFF 50' BUFFER) i -� o l 18'f
6" - 9" E FINE SAND 10YR5/1 , 10' MIN. - -10- CONTOUR
I 1 cat a3.1 ss% I I 1 0 PROPOSED PROPOSED
„ l 1 r 1 0 DRIVEWAY GARAGE X 5 3 SPOT GRADE
9" 35" B LOAMY SAND 10YR5/8 PERC AT 48 I I II I I I 1 \ I I � � � ° I 1 `, �mD�-,
DOH#4 ,;
C FINE SAND NO GROUNDWATER ENCOUNTERED I 1 M.
I I I 1 214: D(: # SITE BENCHMARK:
35" - 132" 10YR5/8 I e8t ! _ \ 15 TOP OF CONC. BOUND �I 1' < PROPOSED
o 9,7 t1s e.4x j ELEV.=13.50 (NAVD88) D
-0 50'-�-�I 5 w o L PROPOSED
DEEP OBSERVA11ON HOLE 4 EL. = 13.0 I I x1 •� OBSERVATION PORT \ 1g4.36, m 13.5+ SPOT GRADE
NN I r � m 13 CONTOUR a
DEPTH FROM SOIL SOIL COLOR SOIL F �� �- - -�
SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER ! \ 1 1 1 I I n o I _ !-� \ ! rn
I I \ 2I 1 I 1 `" "' )9 ce FND. o o LIMIT OF WORK/
p" - 2" 0 ORGANICS --- --- --- 1
� FZ''1 y 1 .111 \ \ 1 1 1 � ,..---�'"" BUILD TBACK j � p SILT BARRIER °z
n tNi>t z w WATER SERVICE
2" - 12" E FINE SAND 1OYR5/1 n1 x I 14 1 , I PROPOSED PROPOSED / I I m -v SEAL
--i J.x 1 88 t WALKWAY WATER SERVICE I LOT 34 < E UNDERGROUND
12" - 25" B LOAMY SAND 10YR5/8 y \ 1 1
��f3OFMA
= 1 \ II \ \ \ \\ \ 6�'� o$ , �� ��� G PROPOSED AREA TO HW=123,900 S.F.t �o m ELECTRIC SERVICE 2��p Ssq�yG
C FINE SAND 1OYR5 8 = III \ \\ \ \ g0%-0 1 I � EDGE OF a-MING OR 2.84 ACA /1, 4 I �, �° SE
25" - 132" / NO GROUNDWATER ENCOUNTERED 1 \ t16.Vk_ Q F \
y 39. - \ ,� \ Rpp� (m) AREA TO TOP OF
1 I 1 a OVERHANG COASTAL BANK=119,070 S.F.± ,� \ � " CI
DESIGN CALCULATIONS it i ' 4-,
s15
STG14.5X'. \ I 1 I I TONAL Ey � Xj
DESIGN FLOW' 5 BEDROOMS AT 110 GAL. PER DAY PER 'BEDROOM = 550 GPD �� / w
550 GPD X 200% = 1100 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED o I I , /', ; PROPOSEDI
A 50.5' L. x 10' W. x 2' D. LEACHING CHAMBER CAN LEACH: I 1 I I I i�sx-0 / / DRYWELL 1 w
Vt = 50.5 (2) 2 x .74 + 50.5 (10) x .74 + 10 (2) 2 x .74 = 552.8 GPD " " I o',y e'a _T 14"`� (T�•) PROPOSED \ w w w w pROpOSED AY
X 4' I 11 I LIMIT OF WORK/ e
FILTER FABRIC STAPLE WOODEN STAKEf✓ N I I I I \ I 1 SILTATION BARRIER e e -BEY r Y + F
INSTALL: ONE 1 - 50.5 'L. x 10 'W. x 2 'D. LEACHING CHAMBER H-20 Vt = 553 GPD > 550 GPD REQ'D. o i4.sr a.tx •'ti i
( ) FABRIC TO POST. 6 ON CENTER (MAX.) - o- - ,- -I' ° l 1 O PROPOSED / e e I O
ONE ( 1 ) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED H-20 (IF REQUIRED) ELECTRIC I ��
ONE ( 1 ) - DISTRIBUTION BOX ( 5 OUTLET) H-20 ,,,� \ 1 1. l 1 1 SERVICE w
DOUBLE STAKED HAYBALE /
CB FND.
NO TES / / 1 I CONIFEROUS DECIDUOUS Fw"1
1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. SLOPES _
N TOP OF COASTAL BANK I �, � �8z , ,, y I /�,-1 i TREE (TYP.) TREE (TYP.) 1 , [' }
2 THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DEP POLICY 92-1 v
DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE - (25q > SLOPE > 1oq) 1 I I �
SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEELS \� \\
LOADS. BURY BOTTOM S \ I I O w
3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT INSTALLER SHALL VERIFY EXISTING CONDITIONS OF FILTER FABRIC IN \` . _ \ /
" " 100 BUFFER FROM � I f \ W
INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 6 X 6 TRENCH TOP OF COASTAL BANK \ / \ LAND SUBJECT ^^
4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF a (BARNSTABLE DEFINED) �� �� TO COASTAL
STORM FLOWAGE T
DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. •
100' BUFFER
i`D v
5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE FROM TOP OF
AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO COASTAL BANK sr��v�
CONSTRUCTION. BARRIER DETAIL Sao
6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE AP F THE USE OF STRA WBALE SILT B _ �_
THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. NO SCALE ASSESSORS MAP 004 q� I
PARCEL 011
7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND
SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION.
p � W
8) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER SIEVE PERCENT N.
TO LOCATE THEM ONCE BURIED. SIZE PASSING F
IF APPLICABLE: 4 100% ce FND'
9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER 50 10%-100% PLAN z
AND OTHER DELETERIOUS MATERIALS. THE SAND SHAM BE GRADED SUCH THAT NOT MORE THAN 45% OF THE 100 0%-20% ONE (1)- 50.51 x 10 W x 2 D LEACHING CHAMBER CONSTRUCT
SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER 1200
0%5% BY PLACING FIVE 8'-6" x 4'-10" x 3'-0" LEACHING CHAMBER 30 15 0 30 90 a A-•(
THAN 2 INCHES. THE MATERIAL THAT PASSES THE 0 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: UNITS END TO END WITH 4'-0" STONE ON ENDS AND 2'-7" zz
STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS o
TOP OF MANUFACTURED BY SHOREY PRECAST OR EQUAL). U
RAISE COVERS TO WITHIN 6" RAISE COVERS TO WITHIN 6 RAISE COVERS TO WITHIN 6" w
FOUNDATION 04 , l
EL. = 14± OF FINISH GRADE OF FINISH GRADE OF FINISH GRADE 1 inch = 30 it. W E ,
OBSERVATION PORT 17-
FINISH GRADE EL. = 13± (THIS AREA IS SERVED BY TOWN WATER) v w
. ... 9" MIN. .
a w
�: �• �. a
i~ 4" DIA SCH 40 PVC PIPE FLOW 3' MAX. D'BOX MINIMUM D'BOX INSIDE 3' MAX.
c� OR AS REQUIRED BY MASS DIMENSIONS 12"x12'
PLUMBING CODE LINE (H-20) 2" LAYER OF D'BOX SCALE
DROP-9' min. 4" DIA SCH 40 PVC PIPE 1/8 TO 1/2" STONE AS NOTED
3" max. OBSERVATION PORT ZONING TABLE DRAWING FILE
ol 10" 2'DR'DP (H-ZO) C18184-0D.dwg
SEE PIPE OR FLOW
11.25 10.75 (H-ZO) BELOW 10.40 MIN. LEVELER INVERT ALL 2'-0" X ZONING DISTRICT: RF ASSESSORS MAP: 004 DATE
o LIQUID DEPTH 1500 GAL 10.50 1p p EFFECTIVE PARCEL: 010
0o SEPTIC TANK ' 10.23 DEPTH 10-03-2019
c W/SANITARY ALL INV. DRAWN BY
q THE MINIMUM SLOPE FOR TEES COMPACTED BASESol 'o' SUBJECT REQUIRED EXISTING PROPOSED INSPECTION NOTE MTB/GEM
M 4" DIA SCH 40 PVC 8 0 3/4" TO 1 1/2" o c
PIPE IS 1/8" PER FT w/ 6" LAYER OF DOUBLE WASHED STONE I O _I O O O O LOT AREA 43,560 S.F. 123,900±S.F. NO CHANGE CHECKED BY
CRUSHED STONE ALL DEPTH TO ESTIMATED HIGH o •a THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
v 2,_7» 4'-10" 2'-7" GROUNDWATER=6.2' FRONTAGE 150 FT. 150 FT. NO CHANGE OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. o
o LINE(S) EXITING D'BOX MUST REMAIN INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER N
„ LOT WIDTH --- 401±FT. NO CHANGE PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON "LEVEL FOR 2'-0 BEFORE PITCHING 10'-0" O
°� GAS BAFFLE DOWN TO LEACHING FACILITY END VIEW
COMPACTED BASE USE 'TUF-TITE' _ 50'-6" FRONT SETBACK 30 FT. 315±FT. REQUIRED INSPECTIONS.
OF )
18'± WI%RUSHED STONE OR APPROVED 6'± 18'± �_ ESTIMATED HIGH o
(10'MIN.) EQUIVALENT LONGEST RUN GROUNDWATER SIDE SETBACK(NORTH) 15 FT. --- 82±FT. U
o EL.=1.8' DETAIL OF LEA CHI N G CHAMBER "°� �° C2olo2
o OUTLET TEE DEPTH SIDE SETBACK(SOUTH) 15 FT. --- 108±FT.
o LIQUID DEPTH THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO •„
00 BELOW ROW LINE
SCHEMATIC FLOW PROFILE SIDE SETBACK(EAST) 15 FT. 29±FT.(GARAGE) THE REQUIREMENTS OF 11T1_E 5 OF THE STATE ENVIRONMENTAL B
4 FT 14 INCHES NO SCALE oA
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
5 FT 19 INCHES REAR SETBACK 15 FT. 88±FT. LOCAL BOARD OF HEALTH REGULATIONS. I OF 1 SHEETS
6 FT 24 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5
A 7 FT 29 INCHES --_ SEE ARCHITECTURAL
BUILDING HEIGHT 30 FT.(MAX) PLANS o PROJECT NO.
w C 18184.00
DEEP OBSERVATION HOLE LOGS DATE OF TESTS: SEPTEMBER 30, INCHES IN THE C HORIZON ESTIMATED HIGH GROUNDWATER CALCULATION ELL LL N, ,
PERCOLA ON RATE :LESS THAN 2 C ES PER MINUTE DROP 0 (USGS/CCC METHOD)
��P� f
TPT-19-151 WITNESSED BY : JOHN G. SCHNAIBLE, CEC PLAN REFERENCES:INDEX WELL: # MIW-29 ZONE: A
NO SCALE DAVE STANTON , HEALTH AGENT ASSESSORS MAP 004, PARCEL 010
DEEP OBSERVATION HOLE 1 EL. = 13.1' GROUNDWATER ENCOUNTERED AT DEPTH OF 150" IN DOH#1 DATE OF READING: 06Z2019 DEPTH TO GROUNDWATER: 7.46 CERT. #158000 F / COASTAL
DEPTH FROM SOIL
SOIL SOIL COLOR SOIL OTHER GROUNDWATER LEVEL ADJUSTMENT: 1.2 LAND COURT PLAN 16194-0 �sMgRs S� f� engineering co.
SURFACE HORIZON TEXTURE MUNSELL MOTTLING ACTUAL GROUNDWATER LEVEL ® SITE: EL= 0.6 RO ti 260 Cranberry Hwy.Orleans,MA 02653
0" - 2" 0 ORGANICS --- --- --- FLOOD NO TE. 508.255,65U P 508.255.6700 F
ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= 1.8
>
2" - 14" A LOAMY SAND 10YR3/1 FLOOD ZONE VE (EL 14) AND FLOOD _ `� / ~
1` / ��`'
ASSESSORS MAP 004 ZONE AE (EL 11) AS SHOWN ON FEMA i ��� o� �' p
14" - 36" B LOAMY SAND 10YR4/6 w PARCEL 009001 # LOC ` / o/ tiJ Q
FIRM PANEL 25001C0752J EFFECTIVE
PERC AT 54" o
36" - 150" C FINE SAND lOYR7/3 N TOP OF COASTAL BANK AS 50' BUFFER
CF COASTAL BANK ROM TOP OF 100' BUFFER FROM TOP OF �� JULY 16, 2014 ��� I {
GROUNDWATER ENCOUNTERED AT A q COASTAL BANK DEP POLICY 92-17DEPTH OF 150" DEFINED BY THE TOWN OF (BARNSTABLE DEFINED) (25% > SLOPE > 10%) �' ��� /
BARNSTABLE DA TUM NO TE. Qo m"
DEEP OBSERVATION HOLE 2 EL. = 12.5 (SLOPE > 19%) 0 Q4 `
ELEVATIONS SHOWN HEREON ARE BASED ,, -. BARNSTABLE, MA
DEPTH FROM SOIL SOIL SOIL COLOR SOIL ( I --�'" ' ON THE NORTH AMERICAN VERTICAL
SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER I ZED��, fl �,. i X DATUM 1988 (NAVD 1988) KEY SCALE
AP w W
0" - 6" OE FINE SAND (E) --- --- --- q I ®rlS�1� LIMIT OF WORK OSED '
�\`� ( SEDIMENTATION BARRIER ' � Q Q
6" - 12" A LOAMY SAND 10YR3/1 \
W ' � I APPROX. NOTE:
APPROX. ALL
U Z
STING ALL WATER FIXTURES TO BE WATER TESTED LEGEND w
LOCATION BY/ CONTRACTOR TO VERIFY ALL SEWER
B LOAMY SAND 10YR4 6 � ` °" `"� , r e '"�-; t pgUTTER'S DWELLING
12" - 24" t 1 .�
co ! t 1" 00 I EXIT LOCATIONS PRIOR TO INSTALLATION OF
24" - 144" C FINE SAND 10YR7/3 NO GROUNDWATER ENCOUNTERED A ,t si3�-a ( ♦ POOL AND EXISTING O o z
Pp�o ANY SYSTEM COMPONENTS. o BOUND w o
N r
. *, ® >
�' � N= I � ♦ PROPOSED
DEEP OBSERVATION HOLE 3 EL. = 13.2 `� l ,t PROPOSED ♦ 50.5'L x 1o'W x 2'D q O
t ! I I / OBSERVAT10 PORT DOH 1 LEACHING CHAMBER CATCH BASIN
I i , I -Do # w Q
DEPTH FROM SOIL SOIL COLOR SOIL OTHER ! o--39.2v s oq -° 1� I/ I I ♦' AREA PULL RESERVE PULL BOX Q
SURFACE HORIZON TEXTURE MUNSELL MOTTLING
„ „ ' / O - - ` �r •• ASSESSORS MAP 004 W C�
_ I PROPOSED SINGLE RAIL i' i=�� -`30't �♦ X�- Q Q
0 2 0 ORGANICS --- --- SPLIT RAIL FENCE OR ! I ' D'BOX ♦ .. •■
I t PERMANENT MARKERS I 1 I ,■. .+ .. PARCEL 009002 CABLE TV BOX Q w
I TO BE INSTALLED AT II i PROPOSED
2" - 6" A LOAMY SAND 10YR3/1 4 , '
I I I i LIMIT OF WORK LINE I I $ 1_ SEPTIC O ' TELEPHONE BOX
f (5 OFF 50 BUFFER) I P.o 1 �� TANK i 29}
0 O ` 1 lot
6" - 9" E FINE SAND 10YR5 1 t I 1 I I > 1 ' CONTOUR
{. 1O bIlN
/ I �43.1� s.s%-0 I li I , I O ,. O F i .'f'12 (�$Ed'' PROPOSED
„ „ I 1 t O DRIVEWAY W 1 BEDROOM h SPOT GRADE
9 35 B LOAMY SAND 10YR5/8 PERC AT 48 / -
" C ciwE
FINE SAND / NO GROUNDWATER ENCOUNTERED I 21't ^ '� SITE BENCHMARK:
35 - 132 1OYR5 8 1 88't (, ,
I o 1 // 15 TOP OF CONC. BOUND f PROPOSED
I 4 �op97 i1.s a.4q 50 _ 5 , , - ELEV.=13.50 (NAVD88)
DEEP OBSERVATION HOLE 4 EL. = 13.0 DI ! I I �, ; ^^ I\ 13.5+ SPOT GRADE
194.36 N ¢
DEPTH FROM SOIL SOIL COLOR SOIL 1 =42.5x t2?% y ` m - ` .W.. 13 CONTOUR No I Q
OTHER O t II j I„$z F PROPOSED
SURFACE HORIZON TEXTURE MUNSELL MOTTLING '�0 f I 1 / � ,. CLEANOUT \
O I , I I� N �fr o ��. ,` (TYP.) ce FND.
LIMIT OF WORK/
-- Z ! I I I I 1 + _. SILT BARRIER
0" - 2" 0 ORGANICS --- --- - 1 E
-� �T1 ( t •� ' � 1 I I P....,..---•---"`". BU!LD!NC SE � � I ,°z
" „ a to \ 1 I �. _
I LOT 34 m w WATER SERVICE SEAL
2 - 12 E FINE SAND 10YR5/1 r n1 0 % s I I 1 1 PROPOSE PROPOSED AREA TO MHW=123,900 S.F.t ,�
'` �4' 88't ! WALKWAY WATER '
13% L I.�l , OR 2.84 AC.f �, E UNDERGROUND
o-- I SERVICE h'1
12" - 25" B LOAMY SAND 10YR5/8 N� AREA TO TOP OF W I o ELECTRIC SERVICE
"< \1 ' Q o l'j% I PROPO COASTAL BANK=119,070 S.F.t o = 0 0�� SE r,
25" - 132" C FINE SAND / NO GROUNDWATER ENCOUNTERED = III a% .o% w I
10YR5 8 ` I 0 1, ap EDGE OF FARING oo m 1 Z o IL-
v 39.7 1 V �.A��, n ❑I �R001? Q���SNG (TYP.) zi
CS)
�\/ OVERHANG QP�� / 6 15
P 11
DESIGN CAL COLA TIONS ! ' , ' ' ,.3� z F " , m m J�FS'S ONAL
I 14y5%` 1
DESIGN FLOW: 5 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 550 GPD
550 GPD X 200% = 1100 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED PROPOSEDI
A 50.5' L. x 10' W. x 2' D. LEACHING CHAMBER CAN LEACH: oN'� j4.7%- i.9% / DRYWELL I �-w Q
o Q / .". ,-= �It�P4?S D DRIVEWAY f
Vt = 50.5 (2) 2 x .74 + 50.5 (10) x .74 + 10 (2) 2 x .74 = 552.8 GPD LC
„ o O _
FILTER FABRIC STAPLE WOODEN STAKE r`J
INSTALL: ONE ( 1 ) - 50.5 'L. x 10 'W. x 2 'D. LEACHING CHAMBER H-20 Vt = 553 GPD > 550 GPD REQ'D. FABRIC TO POST. o i4.6% a.1%
6 ON CENTER (MAX.) -
- -ONE ( 1 ) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED (IF REQUIRED) i I / I / 0 „Y. o; 0 O
ONE ( 1 ) - DISTRIBUTION BOX ( 5 OUTLET) H-20 / / y ,\ / 1 LIMIT OFEWORK - U
DOUBLE STAKED HAYBALE �'?4� ; LI ` / , SILTATION BARRIER PROPOSED ) / FND. a
��� / I (TYP-) - . ELECTRIC \
NOTES 1 EXISTING _ �' Q
S _ N i I SERVICE CONIFEROUS EXIS LING
1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. SLOPE - N TOP OF COASTAL BANK �e� ♦\♦ I TREE (TYP•) DECIDUOUS
2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DEP POLICY 92-1 / I i ! ! TREE (TYP.) , Q L,
DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE (25% > SLOPE > 10%) ��� 1 V O
SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL 14 _ - I ,� .�� � �+
LOADS. BURY BOTTOM 815� ` ' ti, �o O w
3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, OF FILTER FABRI _
6 X 6 TRENCH 100' BUFFER FROM /
INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. TOP OF COASTAL BANK _ I LAND SUBJECT
4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" (BARNSTABLE DEFINED) �' / TO COASTAL F�•i w
�. -�:- � STORM FLOWAGE w
DIA. SCH 40 PVC SHALL BE 0.01 FT/FT.
100' BUFFER
5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE FROM TOP OF 1 n
AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO COASTAL BANK
CONSTRUCTION. _ I ti �1 w
6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF STRA WBALE SILT BARRIER DETAIL / _ e q� \\,
THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. NO SCALE / r �._.. ' I CB FND.
7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND
ASSESSORS MAP 004 �� ''� 150.00 �--•i
SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. PARCEL 011
8) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER SIEVE PERCENT �• O h'`I
TO LOCATE THEM ONCE BURIED. SIZE PASSING E..y
9 APPLICABLE:
MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER 4 1-1000% PLAN FND.
50 10%-100% w
AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE 100 0%-20% ONE (1)- 50.51 x 10'W x 2 D LEACHING CHAMBER CONSTRUCT Q
SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER 1200
0%-5% BY PLACING FIVE 8'-6" x 4'-10" x 3'-0" LEACHING CHAMBER
THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: UNITS END TO END WITH 4'-0" STONE ON ENDS AND 2'-7" 30 15 0 30 90 Z a
STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS u p
MAIN HOUSE T.O.F. EL. = 14t MANUFACTURED BY SHOREY PRECAST OR EQUAL). U w
GARAGE SLAB EL. = 13.7f RAISE COVERS TO WITHIN 6 RAISE COVERS TO WITHIN 6" RAISE COVERS TO WITHIN 6" ) a
OF FINISH GRADE OF FINISH GRADE OF FINISH GRADE 1 inch = 30 ft. WR,
OBSERVATION PORT E� F
FINISH GRADE EL. = 13t U
(THIS AREA IS SERVED BY TOWN WATER) ti a w
. �; •.. . �: 9 MIN. . ,; •' ,,� ' •� ••.
4" DIA SCH 40 PVC PIPE 3' MAX. 1' MIN. rl
ro OR AS REQUIRED BY MASS FLOW D'BOX • MINIMUM D'BOX INSIDE 3' MAX.
N PLUMBING CODE LINE DIMENSIONS 12"x12' 2" SAYER OF
D'BOX SCALE
DROP:2 min. y• 4" DIA SCH 40 PVC PIPE ,•' 1/8 TO 1/2 STONE
0 3" max. OBSERVATION PORT ZONING TABLE DRAWING FILE AS NOTED
„ �
N 10 SEE 2"DR'OP
o MAIN HOUSE 11.25 10.78 BELOW 10.40 MIN. PIPE OR FLOW i;; C18184-C3D.dwg
w GARAGE 11 95 ;t LIQUID DEPTH 1500 GAL i :I LEVELER INVERT ALL 2'-0" ASSESSORS MAP: 004
10.50 . ZONING DISTRICT: RF DATE
10.23 10.0 EFFECTIVE PARCEL: 010 4nzv-93 2049
ao SEPTIC TANK I ALL INV. DEPTH DRA WN BY
THE MINIMUM SLOPE FOR .' W/SANITARY I SUBJECT REQUIRED EXISTING PROPOSED MJB/CEM/DAV
q 4" DIA SCH 40 PVC TEES COMPACTED BASE 3/4" TO 1 1/2" „ •
v •.. W/ 6" LAYER OF 8•� o � INSPECTION NOTE CHECKED BY
PIPE IS 1/8" PER FT j: CRUSHED STONE ALL DOUBLE WASHED STONE o 0 O O O O LOT AREA 43,560 S.F. 123,900t S.F. NO CHANGE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) DAV
DEPTH TO ESTIMATED HIGH
() ::•,• •• •�•,' .• •w i .••�. •, • • �, •••/; » GROUNDWATER=6.2' FRONTAGE 150 FT. 150 FT. NO CHANGE OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. N
0 2'-7" 4'-10" 2-7 0
LINES) EXITING D'BOX MUST REMAIN INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
oc LEVEL FOR 2'-0" BEFORE PITCHING 1o'-o" LOT WIDTH --- 401t FT. NO CHANGE PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
COMPACTED BASE GAS BAFFLE DOWN TO LEACHING FACILITY END VIEW 50'-6" FRONT SETBACK 30 FT. -- 315t FT. REQUIRE INSPEC110NS.
MAIN HOUSE 18 t yy 6" LAYER OF USE TUF-TITE r.. -
GARAGE 115't CRUSHED STONE OR APPROVED 6't 18't �_ ESTIMATED HIGH SIDE SETBACK(NORTH) 15 FT. --- 82t FT.
v (10'MIN.) EQUIVALENT LONGEST RUN GROUNDWATER )
EL.=1.8NOTE: C2 ,0 1 02
o OUTLET TEE DEPTH DETAIL OF H-ACHING CHA MBER SIDE SETBACK(SOUTH) 15 FT. -- 108t FT.
o LIQUID DEPTH THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
BELOW FLOW LINE SCHEMATIC FL 0 W PROFILE
4 FT 14 INCHES NO SCALE SIDE SETBACK(EAST) 15 FT. -" 29t FT.(GARAGE) THE REQUIREMENTS OF 1111E 5 OF THE STATE ENVIRONMENTAL
o 5 FT 19 INCHES CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
� ___ w
6 FT 24 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 REAR SETBACK 15 FT. Bat FT. LOCAL BOARD OF HEALTH REGULATIONS. 1 OF 1 SHEETS
7 q FT 29 INCHES -__ SEE ARCHITECTURAL
BUILDING HEIGHT 30 FT.(MAX)
PLANS o PROJECT N
U C 18184.00