HomeMy WebLinkAbout0213 PACKET LANDING WAY - Health (2) 31- 213 PACKET LANDING W. BARNSTABLE `\
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No. 4210 1/3 BLU
ESSELTE
10%
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TO)" OF BARNSTABLE CC
LOCATIONc21 PQGk of L40 e SEWAGE# 7-0 t y - 300
VILLAGE11+5 �ir�as�zt k ASSES OR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 150D /®Gb:Ps�c I PUyaOD �cv� �`
LEACHING FACILITY.(type),4fiC 3"3,g13b7l (size) 23 'X /y6, 3 75
NO.OF BEDROOMS
_ � 11]1
OWNER A1� ► v () r t- 1�g4✓1 C. " �,.`q✓+ e,41
PERMIT DATE: 10 - 144 - 2.01`{ COMPLIANCE'DATE: /a
Separation Distance Between the: cc
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility, ADJ 7,a 6 Feet
• Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) r - _ 136,, k' Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within; ;;
300 feet of leaching facility) /4 Feet
FURNISHED BY ��0ew i d Q C j1 fieCRr13e S L-c_
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No. D� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpfitatiou for Bisposal *pstem (Construction Permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ®Complete System ❑Individual Components
Location Address or Lot No. ;t j 3 PAC.96-r LAA)DWG,RD Owner's Name,Address,and Tel.No.
AiK&1Ad0o * _T&W.J CAR6o&rex.4_
Assessor's Map/Parcel j q 9 1 q® aaat Pwr AJ8ukt J ST- uti,r'303 d64rf 1A.WZ1 MA
i
Installer's Name,Address,and Tel.No. SO 8-q 7 7-82?7 Designer's Name,Address,and Tel.No.SO A —Z73-03 7
C.AVGw 1 DC-- EA-),�,Va5 S L-e� :a G Ex r INcx=0
153 Co c,A-( M& .29 5 tt C t t o) 4R t
Type of Building: QC
Dwelling No.of Bedrooms T Lot Size ,aea sq-4.- Garbage Grinder( )
Other Type of Building jZd(p EFk '1 Alm No.of Persons Showers( ) Cafeteria( )
Other Fixtures ,, LL!/
Design Flow(min.required) ` qo gpd Design flow provided q q q gpd
Plan Date I - 5 "(;to 14 Number of sheets ( Revision Date
Title a 13 ?&A:� Y ! LZ. /UCac 7Ab—WzST ZQWargBcxC
Size of Septic Tank j 500 Type of S.A.S. 95 AIC _%p 0D Ly,1=QS e�
Description of Soil f�,(tJ g -r() /MGb I V to S g ki b P 3 9(n(n 1 /SeZ AAV
Nature of Repairs or Alterations(Answer when applicable) USE EIUS—r 0-)G 1'500 6g s" S 4T K_- _D4,1U r_
-T-0 t 000 C�4 o k) PuKep Neu n--13ox- 7a (a 5) A jZL
(3►o D c t= �S2S i v A
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 's Board of Hea
Vigruid Date
Application Approved by Date
Application Disapproved by - Date
for the following reasons
Permit No. Date Issued
No. _ Fee
I THE COMMONWEALTH OF MASSACHUSETTS Yes Entered in computer:
� PUBLIC HEALTH DIVISION'- TOWN OF BARNSTABLE, MASSACHUSETTS
} "1 -
2pplicatlon for BispoBal.*pstem Construction Permit
Application for a Perm�it to Construct( ) Repair()o Upgrade( ) Abandon( ) ®Complete System ❑Individual Components
Location Address or Lot No. a13 PAC,KG-r LA0D(M6r RD, Owner's Name,Address,and Tel.No.
ARMAiJDO + TEAIV CA1ZBOnfI_G$L C
Assessor's Map/Parcel I 0 w i 22t A4 r AulbuktJ 5 r VtUr?-30 ,46krftA0Z1 QG mA
Installer's Name,Address,and Tel.No. 50 9--q71—8:2?'j Designer's Name,Address,and Tel.No.,Sp,R —i73—037
GAVG;W 106 EIJ76r2Poe,1ScS 4.LLC. a C EXlC7FoItic, =0
15 3 Gd r - MA-9 8 s E !-c��4 G 1
Type of Building:
Dwelling No.of Bedrooms `I Lot Size (O s,a1cp sQ�.fl•' Garbage Grinder( )
` Other Type of Building Rp_�(D e.JrI144., No.of Persons Showers( ) Cafeteria( )
Other Fixtu`rA p
Design Flow(min,required) e'' 4U gpd Design flow provided 444 gpd
Plan- Date C'j S "�p(!.� Number of sheets Revision Date
Title_,,t 3 P AC_1'ET (AMID I O& RaAb
Size of Septic Tank ( n n Type of S.A.S.�a s)Al c U. G(O D I r 1=uu s
Description,of Soil 4'(1J c_ -To 049b1V" Si4&m 39&" /,1kZ P-44U
x
• Nature of Repairs or Alterations(Answer when applicable) USG E 1U5T ajG /-500
?b I ' Puxd C K19&-2 -7-6 Na,_) 0-130X ID (25) A(zc.._
y t B t 0 n r us>t� l U A
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
'
L 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 Healtt
Signld Date /
Application Approved by J /'(�j J j ( Date /
Application Disapproved by v V �- ` Date
for the'following reasons
} Permit No. ✓ Date Issued
- TH E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( x) Upgraded( )
Abandoned( )by CA P EGy m Wi cx c—
at A 13P,i4ckwr Ly( J i� R-b W r� has been coKdi an
with the provisions of Title 5 and the for Disposal System Construction Permit Noted
Installer Cj(f8"b v� (— Designer 1J� xfG
#bedrooms L4 Approved desii flow �- -� / gpd
The issuance of this permit shall not a coAstrued as a guarantee that the system wrw,,
gn d.
Date / Inspector '
V �� r
.
)--
- ---o------�---------
- - --- _ - - - - Fee-- -
f s � - ,_
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Mis-posal *p_8tem Construction 3permlt
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon
System located at 213 EA<_4� LA)D/ RX) WE;S;Z-
r}
I 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:Constructionr!must be co pleted within three years of the date of this permit.
Date // J /7 Approved by
12/18/2014 03:25 5082730367 13548 P. 001/001
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
&ARMA X. • Public Health Division
MAN
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office, 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# )tq-380 Assessor's Map/Parcel f 7g l yo
Installer&Designer Certification Form
Designer. SG T,)c; Installer: Ca(?eLk;ide. Cot 15Z5, G4-C
Address: 2f�,,.5y Craenbe cv 1i we�/ Address: 1 53, ComMercec i 54(ee+
Easl wcrPohaAl Her 62153b VIQS4teee, Hft 62-6 y
On (0 rF `020t C qe.w iae- E0terP«sea was issued a permit to install a
(date) (installer)
septic system at t`3 Pacl<� L°.�cltn� �a 6 based on a design drawn by
(address) [�
e e a 4)5 , 70 C. dated
(designer)
VI 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. Stripout (if required) was inspected and the soils
werc found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State& Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout(if req ' nspected and the soils
were found satisfactory. <N00!
JOHN L.
CHURC?41;l
JR.
taller's Sign re) No 14r1807
esigner's Sigriatur (Affix esi e s Omp Here)
PLEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTEL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
t.
y.':ull'ice FunnAJrsignorccitiliritiuil 1'ofnt.duc
J
Town of Barnstable
Regulatory Services
' Richard V. Scali, Interim Director
„ Public Health Division
esq: Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Homeowner Certification Form for Alternative Systems
Property Address: 3 �3 �0L�tat
Assessor's MaplParcel: C 7 � I
Property Owners Name: �(1✓t4A-�,tp
In accordance with Massachusetts DEP alternative system approval letters, the following certification
information is required by the Owner of record. The Owner of record must place an 'Y' in the
applicable box next to each line certifying the information.
Yes N\A
9. ❑ I have been provided a copy of the Title 5 I/A technology Approval letters.
(16 page Standard Conditions letter and the specific technology letter)
❑ I have been provided with the Owrier's Manual
❑ I have been provided with the Operation and Maintenance Manual
❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my
responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)
and the Approval
❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to
provide written notification of the Approval to any new Owner, as required by
310 CMR 15.287(5)
�, ❑ If the design does not provide for the use of garbage grinders,the restriction is understood
and accepted
❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify
or take any other action as required by the Department or the LAA, if the Department or the
LAA determines the System to be failing to protect public health and safety and the
environment, as defined in 310 CMR 15.303
I , �a P E I-L agree to comply with all terms and conditions above.
operty Owners printed name
Pr pe Owners Signature JDate
Note: This form must be submitted along with the septic system disposal works permit
application for all I\A systems including new construction, repairslupgrades, with and
without aggregate (stone) and with conventional design criteria or credited design
criteria.
QASepticUA homeowner certification.doe
f
l Sl bmlt by Email
HIGH GROUND-WATER LEVEL COMPUTATION
Date: September 5, 2014
Site Location: 213 Packet Landing Road, W.Barnstable, MA Permit:
Owner: Armando J. &Jean C. Carbonell Phone:
Contractor: Capewide Enterprises Phone:
Notes:
STEP 1 Measure depth to water table
to nearest 1/10 ft.
(depth is in feet below land surface) Date: 8/11/14 9.14
mm yy feet below is
STEP 2 Using Water-Level Range Zone and Index Well
Map locate site and determine:
A) Appropriate index well SDW-252
B) Water-level range zone A
STEP 3 Using monthly "Current Water Resources -
Conditions" determine current depth to water
level for.index well. 07/31/14 47.26
m m/yy
STEP 4 Using Table of Potential Water Level Rise for
index well (STEP 2A), current depth to water
level for.index well (STEP 3), and water-level
zone (STEP 2B) determine water-level
adjustment. 1.4
STEP 5
Estimate depth to high water by subtracting the
water-level adjustment (STEP 4) from 7.74
measured depth to water level at site (STEP 1).
NOTE* Tables 1-9 "Potential Water-Level Rise" are attached as worksheets to this file.
monthly index well data: www.capecodcommission.org/wells.html
f
Page 1 of 1
Miorandi, Donna
From: Mike Pimentel [mpimentel@jcengineeringinc.com]
Sent: Wednesday, August 06, 2014 2:20 PM
To: Miorandi, Donna
Cc: 'John Churchill Jr'
Subject: 213 packet landing road
Hey Donna:
As requested, see attached a couple of pics of the sand we encountered using the drilling rig at 213 Packet
Landing Road. The sand started at 33' bgs and we drilled down below it to confirm at least 4' of consistent
material. We're sending the soil sample out for a sieve analysis so we can determine the design loading rate. If
you have any questions, don't hesitate to contact me. Thanks.
Michael Pimentel, EIT, CSE
Project Manager
JC Engineering, Inc.
2854 Cranberry Highway
East Wareham, MA 02538
PH: 508-273-0377
Fax: 508-273-0367
8/7/2014
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r ..,
TOWN OF BARNSTABLE
ATI !Di �l �QCK�e5° SEWAGE # 26-251)-5- J�l�
•LAGE �. 'l�S �l� ASSESSOR'S MAP& LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITYloor
LEACHING FACIUN: (type) VX dDXZ 512-'@ (size) �i2°�tGL
NO.OF BEDROOMS
BUILDER OR OWNER ��®�
PERMITDATE: 7/1U.5' COMPLIANCE .DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply I 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
vW',; ,
t�
�el
u �
61 �Z7 2
^�
No.".�-Y.C:/� J ��� Fee
x THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Aes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEa MASSACHUSETTS
Ztpp iration for MIgpoq;at *pztem Conttruction Permit
Application for a Permit to Construct( . )Repair Upgrade( )Abandon( ) El Complete System Zlidividual Components
Location Address or Lot No. �w7r's Name,Address and Tel.No.
A§sessor's ap/Pazcel
Installer's;Name,Address,and Tel.No. Designer's Name,Addr ss and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size 6� sq.ft. Garbage Grinder( �
Other Type of Building S C �°�1Ce No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow 4�� gallons.
Plan Date . J Number of sheets Z Revision Date
Title d/ 4
Size of Septic Tank �5®D 10w 6;y ype of S.A.S. � c5 ��
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ro� Q/�
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 Certifi-
cate of Compliance has been issued by i o f
Sig Date -P.
Application Approved b Date O �/
Application Disapproved for the following reasons
Permit No. __ � eJ 5 Date Issued v
�, ,.,� _.,,, F. � .. y � :,. ..... �. � .,x€.., .-•.�i- , t"'�*,..: - .,+.n s-ram.-._._. r._. ,
leo
: , THECOMMONWEALTH OF MASSACH SETTS
+ Entered in computer:
PUBLIC HEALTH-DIVISION - TOWN OF BARNSTAB11 LE, MASSACHUSETTS es
'6.
2pplication for ;D .5po.5at *patent Congtruction Permit
Application for a Permit to Construct( )Repair(I�Upgrade( )'Abandon( ) O Complete System 5Mdividua1 Components
Location Address or Lot No. Owner's address and Tel.No.
z�� �acice�`Gc���a Owne Name,A
t� � r�ff
Assessor's Map/Parcel M
Installer's Name,Address,and Tel.No. „ r Designer's Name,,Address and Tel.Nox0f hell
�z
Type of Building:
Dwelling No.of Bedrooms Lot Size�/, S sq.ft. Garbage Grinder
Other Type of Building 7� 5/ L�l#/t_61 No.of Persons Showers( ) Cafeteria"( )
Other Fixtures
Design Flow Z/tm gallons per day. Calculated daily flow 119r gallons.
Plan Date Res 9 s Number of sheets Z Revision Date /
Title .5' 6i/{' d1,-Y 1
Size of Septic Tank )SD® Y �D �� DG/Ay,40`rype of S.A.S.
Descriptign of Soil'--_�Nature of Repairs or Alterations(Answer when applicable) ,Li'l
Dat'last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
�k in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until.a Certifi-
cate of Compliance has been issued by his Board- f Health. __.
Sig d"""""� Date' /l�/d>`�
. F Application Approved b _� Date ,/a/B-/ / S
Application Disapproved for the following reasons
Permit No. dC) 5 S 3 L Date Issued c),AL
. .------------------------- -----------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY, that the On-site Sewa-e Disposal System Constructed( )Repaired( l�Upgraded( )
Abandoned( )by
at /' 4 / P �� has been constructed in accordance
with the provisions of Title 5 and the for Disposal Syste onstruction Permit No. _ 'Q S 5?��6dated IO! "� /Z S
Installer c) [OA Designer L-0
The issuance of this pet shall not be construed as a guarantee that th system un tr,n as designed.
Date l �,- Inspector
_..--h--- --—————————— ———————————————— - --n1
No..-100 5, 53& Fee o v
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Mitpogaf *pgtem Congtruction Permit
Permission is hereby granted to Construct( )Repair( v'�Upgrad ( )Abando ( )
System located at 1 T tY sfL,d ✓2 LIJ� C% f z
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conrte
ohs.
Provided: Construction must be completed within three years of the d of this pe,, ib.
Date:_ /�/).� !. Approved by ��
FROM :down cape engineering ,inc FAX NO. :15083629880 Nov. 07 2005 01:58PM P2
tel.(508)362-4541
939 main street rl 6a fax(508)362-9880
yarmouth port
mass02675 down cope engineering
civil engineers& land surveyUrs
structural design
Arne H.OJala P.E.,PIS,
Daniel A.01ala,P.L.S.
land Court
Timothy H.Covell,P.L.S.
surveys
November 7, 2005
site planning
Thomas McKean, RS
sewage system Director, Barnstable Health Department
designs 200 Main Street
Hyannis, MA 02601
inspections
Re: 213 Packet Landing Road, West Barnstable
permits
Dear Tom:
On November 2ttd and 3rd, 2005, Down Cape Engineering, Inc.
performed a soils inspection and sieve analysis for the
above-referenced location, relating to the septic system
repair.
The sieve analysis indicated medium to coarse sand in a
51 layer as indicated on the original design by Stephen
J. Doyle and Associates.
If you have any questions, please do not hesitate to call
me.
Yours truly,
4'.
Arne H. Ojala, PE, PLS
Down Cape Engineering, Inc.
cc: Bortolotti Construction
I
TOWN OF BARNSTABLE
P, �' iLA/X 9/�6' EWAGE #
LAGS LA,J 4_3AkA 7� ASSESSOR'S MAP & LOT/27
_Q
INSTALLER'S_NAME&PHONE NO. &VI-44/AM D4U,(&
SEPTIC TANK CAPACITY
LEACHING'FACILITY: (type) (size)
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
Separation Distance.Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and.Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Fiunished by
U?ABC.. /
{. TOWN OF BARNSTABLE
'L"OCA'i NT2- LZ T.C,fl�l/t�i//1��, . ,D� SEWAGE #
r
'✓II,LAGE ASSESSOR'S MAP & LOT M#,Ae f 24
1
INSTALLER'S NAME&PHONE NO. (-ZIZZ c�6a . i40/7?12 1` L
SEPTIC TANK CAPACITY >:6 O O G'i9L i
LEACHING FACILITY: (type), Z??&dLC (size) 'Q
NO. OF BEDROOMS_
BUILDER OR OWNER_ Za_S
PERMITDATE: ! _ jj� COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
L C - 1
jj��Qxs e(X 1,
f,
NO.
THE COMMONWEALTH OF MASSACHUSE TS Entered in computer: 17K
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
3pprication for �Bigonl *p.5tem Construction Permit_,
Application for a Permit to Construct( air( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. I SD �9, !; Owner's Name,Address and Tel.No.
�13P�,rKc� Lands Rd, 1 - 3 Mark' Kerb �/It SI<z;fi:s
Assessor's Map/Pazcel" WC5t g6j!^S,Wb� 32 I
Installer's Name,Address,and Tel.No. t 11_11AIto l ,P/f/fv' psigner's Name,Address and Tel.No.
' u1.4�1 ,Q.irJ��l�a� >^ ele�nni~n t
Type of Building: 1 7'5(,�'75ZPl"`v 1f D�53
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building ajon�aj No. of Persons Showers( ) Cafeteria( )
Other Fixtures O&Mg
�1
Design Flow Hly`f'S gallons per day. Calculated daily,flow I D gallons.
Plan Date 1 I 4 S Number of sheets Revision Date
Title rt i �'es ►�,
Size ):Septic Tank !,;�60 Type of S.A.S,1/AiaC a'7' :brt.
Description of Soil . C��. Sa C 41 0 ! ,[IJVr r< et?
Nature of Repairs or Alterations(Answer when applicable)eSIG „.
OINEER MUST SUp tiles
Tfi IFV 1N WRITING
+ACCORDMCE� STRICT
Date last inspected: ���
Agreement:
The undersigned agrees to ensure the cons do and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions o itle 5 th ironmental Code and not to place the systemin`operation until a Certifi-
cate of Compliance hab s Health. _ � ��
Signed __�j/e' c2
Application Approved by
d Di Date A'
Application Disapproved for the following reasons
Permit No. '^` Date Issued
A
`7
rT �ntered in cTnp,uter:
THE COMMONWEALTH-OF MASSA( rT
' "" t t� Yes
PUB�Ifd 14-EALTH DIVISION TOWN OF BAR NSTABL�,,MASSACHUSETTS
4
ZIP �'Jvm` Com5trurttoft Virmit
'Plication for ;D*oot- *P�
Application for a Permit-to Construct Weepair'( Upgrade Abandon El Complete System ,El Individual Components
Lo&tion Address or Lot No', 180 1719- Owner's Name,Address and Tel.No.
LaAdp 9j,", .=T- -3 YtA Steer:6_5,,
,P"I ) 64 4,:!)
Assessor's.Map/Par6e WC5i 0 &4�A5f9b4P-
Installer's Name,Address,and Tel.No. �Va,—11A,411 �gigner's Name,Address and Tel.No.
�4- awk
401 7,;*�� A-- A-
I)rpe of Buil�ing:,,,. rA f) `00
Dwellifig No iL of Bedrooms��� Lot Size sq. ft. Garbage Grinder
Type of Bu, ng
Other ildi " Ca1oAiAj No. of Persons —Showers( Cafeteria(
Other Fixtures A's I� , "
; jVf
DesignFlow. YH01,415-
1:to —gallons per day. Calculated daily flow gallons.
Plan Date 11 hi 9 �5 Number of sheets Revision Date
Title )USKell,�:
Septi
Sized icTank I 1�60
--.,.Type of S.A.S.qA 9.0 7",z4eep 4i+�c 11%
Descri p'tioh of Soil 0 /o.,
Nature of Rep a*irs or Alterations(Answer when applicable)
Date last insp&,ted:
Agreement:
The undersigned agrees to ensure the constr cti and maintenance of the afore described on-site sewage disposal system
,in accordancewith the provisions Title-5 th E ironmental Code and not to place the system7 ion uhtil a.Cert
perat ift-, t L
cate of Compliance has b is Health.
-or 44 9600%a�,tv/Date 09 77
Signed Date 7
Application Approved
Application Disapproved for the following reasons
k
Permit No. 27re ,7 Date Issued 7;; 5-7;7
- - --------------------------- - - ------
THE COMMONWEALTH OF MASSACHUSETTS
V ��
BARNSTABLE, MASSACHUSETTS( ,
Certificate of.Com
10,C'E T Ythat the.On-site Sewage Disp
,.-TH19 IS T osal,S�ystem Constructed Repaired Upgraded
Abandoned
at -ZIS P�cr-afi L--aJ-fo� f2t&) , wc-&t 8;arLz--6k62 1has been constructed in acco ance
with the provisions of Tide 5 and the for Disposal System Construction-Perriiit Noly 7-/�3r dated
Installer —Designer/ I
The issuance i/]p' e;yt/all t trued as a guarantee that the§P- e will unction as
.7 be cons
Date (1? -Inspector'
V, I
t V
69
----------------------------- -------
No. DESIGNING't Fee
,RGINMR MUST SUPERVISE
THE COMMONWEALTH OF MA""MUM AND CERTIFY IN WRITING
PUBLIC HEALTH DIVISION - BARNsTAETg-g,-s',Aqq"fiwEqwjN STRICT
Q PLAN,
'iOogal *pttem Con5trurtton 30ermit
Permission is hereby granted to Construct Repair Upgrade Abandon
System located at 7-13 %3 1�
(Ae (Z OaCA vv�t-
-j
and as described in the above Application for Disposal System Construction Permit. The applicant recogniies his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must b6 completed within three years of the date of this peimit.
Date:
—Approved b
APPLICATION FUR PERCOLATION TEST AND OBSERVATION PITS
LOCATION /�/��°�-�T /¢x� >.el e, NO.
VILLAGE 4cl6rin� -A-)Zr / L _ DATE_let>-
-APPLICANT I-Ile 5&t/f?7a FEE: •;
i ADDRESS• '36L� Gl'j _TELEPHONE NO. 7/ 1 (Non-refunds
ENGINEER « U TELEPHONE NO.Z7 Z-Z
DATE SCHEDULED L �=
Appl cant's signature
...... 7•*',.`jj....................•.........•..
SIOALL LOU
SUB-DIVISION NAME DATE L 9•5 TIME
EXPANSION AREA: YES NO ENGINEER R
TOWN WATER PRIVATE WELL. BOARD OF HEAL'
Hfi5`5 C. EXCAVATOR
SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and
percolation tests locate wetlands in proximity to test holes)
NOTES:
j *
0 0
a-.
€� c
r— O
o �
st9 '�io ''ll
5.1
. o
� Ito` q Spa
�^1��Y iar i!-7F S M�� il•S
PERCOLATION RATE:
TEST HOLE NO: ELEVATION: TEST HOLE NOd ELEVATION:
1 1
2 2
3 3
4 4
5 C.(_ g
6 _ -- 6
7 7
9 ,
12
t,0
13 1
14 14�LE_ LL rvy
ly y 15 15
16 16
SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS_
LEACHING TRENCHET_
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: ►����p Ta :�c•!KL'; �t�s,y�t_}>� u�LZ.t
Ag-c -FC--T- u*,L c-S E'xc c7y T- 4+AZ /En E: er0 Ac.0 e 4 AY
NOTE;: ENGINEElRING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION
ORIGINAL: ' COMPLETE'D IN ENTIRETY 11Y P. R. ANT) 11PTMI lr•.n Tn nnnnn nr i:rnrm::
TOWN OF BARNSTABLE
CF TN[t0
OFFICE OF
} ,A"lTALn i BOARD OF HEALTH
riva
1639 367 MAIN STREET
N k• HYANNIS,MASS.02601
O
November 14, 1995
Mark Yuskatis
63 Bayberry Road
West Yarmouth, MA 02673
Dear Mr. Yuskatis:
You are granted a variance to install an onsite sewage disposal system at Lots 8,52,53,
and 54 Packet landing Road, West Barnstable.
Variances are granted from two local Regulations:
• Board of Health Marginal Lot Regulations which requires four feet of impervious soil
above the maximum adjusted water table.
• Board of Health Onsite Sewage Disposal Construction Regulation which only allows
design calculations of the leaching facility based on the bottom area.
The variance is granted contingent upon meeting the following conditions:
(1) The designing engineer must be on site and supervise construction on the
septic system and certify in writing to the Board of Health that his design
has been strictly adhered to prior to the issuance of a Certificate of
Compliance.
(2) After the excavation of the impervious soils five feet around the proposed
septic system and the reserve area, a percolation test must be scheduled
and performed in the clean, granular fill.
(3) The dwelling cannot have more than four bedrooms.
(4) A garbage grinder is prohibited.
(5) You shall receive the approval of the Conservation Commission or
Conservation Administrator prior to obtaining a building permit.
i
packet
1
These variances are granted because the applicant demonstrated that environmental
protection will be achieved with the proposed septic system which is designed in
compliance with the new State Environmental Code Title 5.
Please understand that these variances are based on the plan submitted. Should the
wetland delineation change, you may have to appear before the Board to request a
variance for setbacks to wetlands. 7
Sincerely yours,
Susan G. Ra R.S. 4* t4
Chairman
Board of Health
Tm m of Barnstable
SGR/bcs f
FM
it
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min NINE
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•
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„r{'+��.' '-� � 'g' - � ''`_ 'e4'C'.,�, .. - raa zP 9�p �.�' � Te,�}""��� 'y�'a'-F'�C.��D x�9. d�'.,`'�,Q � x.....'?!S�- '^, ,a r ,#•,A�y �' #�,� �r,:
-.. ...r•,rt. - ::sfi�" "" ,.i�. 6 D ,.� '.. ' `"' o:`T•5', n•.` µ sraS,,,��.,
d
K
Y�- _ ,. .��� �` .f� � + 'P G .~� ,r,,.w.-'�*..•m. ,*, ,t�'M'�"�'.�J� t�E ����£I" w a- �t+�}'a�'g..�++• �,r.�, a'•...
fr
QE EARNSTABL
_ E
1�Jl� JUL _7 PM 3: 26
d10
,e,
Town of Barnstable P#
Department of Regulatory Services J
WWSTi►" : Public Health Division Date lC/ �K✓ l
200 Main Street,pyannis MA 02601
A JLA
I
Date'Scheduled / Time
Fee Pd:
o_
oil Suitability Assessment for S Dis os
Performed By: clka"i iVr,I PE e4s (TfI) {
Witnessed By: ,
Hic�ta�l cmutk. E=-7. C.SE C 60r;v1 i ) ��
LOCATION& GENERAL INFORMATION
Location Address Owner's Name
3GI �R43CicLC�
3 �i4c=(�GT (--�a�TJc�v `l a 1 04-r A v p uX.J 5-r *Ir 3
Address
Assessor's Map/Parcel: /®q0 Engineer's Name
NEW CONSTRUCTION REPAIR _ Telephone#
Land Use s�n�le �a�r►il y � �(� Z_ 50�Z73-U377
� _ Slopes(%) y Surface Stones
Distances from: Open Water Body 7,M6 ft Possible Wet Area ��06 ft Drinking Water Well j2'f ft
Drainage Way. ft Property Line /0 ft Other ft
SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
LLJ
Ste-
w
a
1--- r`I
k
Parent material(geologic) H010fi e sak f dau! Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: 1✓� Weeping from Pit Face Nl R
Estimated Seasonal High Groundwater 7 8 b5 3
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: Wreck C osewakiovt(VI) t C.C.C..�Ch.b01L 92-"I (!wins i)
Depth Observed standing in obs.hole: 7190 In. Depth to soil mottles:
Depth to weeping from side of obs.hole: �' in, Groundwater Adjustment
Index Well#SD w isI Reading Date: 7-31 /y Index Well level H7.26 AdJ,factor G Y Adj.Groundwater Level
PERCOLATION TEST Date 'Clore.
Observation
Hole# Time at 9"
Depth of Perc eat 6"
Start Pre-soak Time @ i (9"-6")
End Pre-soak 2"1 u,
Rate MinJlnch
Site Suitability Assessment: Site Passed e.5 — Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:\S EPTIC�PERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# j by 3ahh Z.C 4awk Tr.
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsistency.%Oravel)
e-10
ID -Zd g 5 %l7 Yry�3
26-/66 G Blue- cla
DEEP OBSERVATION HOLE LOG Oxc(1-5 # by tk
Depth from 'Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell; Mottling (Structure,Stones,Boulders.
onsi ten %Gravel)
6—/80
_ p Sal Scnc4
'd6y-39� Moe-,G(a
•39 Y&2. Sid _
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell)' Mottling (Structure,Stones,Boulders.
Consistency. Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soli Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consisten
Flood Insurance Rate Man:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No,.`� Yes
Death of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in a 1 areas observed throughout the
area proposed for the soil absorption system?'
YES C 39� �.
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on ou° 1117 (date)I have passed the soil evaluator examination approved by the
Department of En ironmental Protection and that the above analysis was performed by me consistent with .
the required tAfl , pertis and experi nce d cribed in 310 CMR 15.017.Signature Date 7/�
30°n�l L. Cvt u"+` l zr l e E, QL S.�G S E
Q:1S.EVnC\PERCFORM.DOC
r
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cope engineering'
civil engineers& land surveyors
structural design
Arne H.Ojala P.E.,P.L.S.
Daniel A.Ojala,P.L.S.
land court '
Timothy H.Covell, P.L.S.
surveys {
November 7, 2005
site planning
Thomas McKean, RS
sewage system Director, Barnstable Health Department
designs 200 Main Street
Hyannis, MA 02601
inspections
Re:'1'3-Packet-'Landing-Road;West-Barnstable- !
permits
Dear Tom: '
On November 2nd and 3rd, 2005, Down Cape Engineering, Inc.
performed a soils inspection and sieve analysis for the
above-referenced location, relating to the septic system
repair.
The sieve analysis indicated medium to coarse sand in a
5' layer as indicated on the original design by Stephen
J. Doyle and Associates.
If you have any questions, please do not hesitate to call
me.
Yours truly,
Arne H. Ojala, PE, PLS
Down Cape Engineering, ' Inc.
cc: Bortolotti Construction
t
i
)
i
200 Maim Street,Hyannis,r A 02601
Office; 508-962-4644 Fax: 509-790-6304
Installer A Designer Certification Form
Date: _ 11-- 1 G - o l
Designer: MIMN .DOtilE Iaalaller:
.4\D.•tSSOCfATES
Address: 42 CANTERBURY LANE Addy gg;
gM
608/540-2534
On Ifs/z`(d✓� 6®l /1117/7 was issued a permit to inswil a
(date) (installer)
septic system at �� LJ►�-� based on a design drawn by
1. �.r. dated !
It
certify that the septic system referenced above was installed substantially according to
the design, which may utclude minor approved abwges such as lateral relocation of the
distribution box and/or septic tank-y S o\L �► 1�,�r�c.��►.y r7-`{
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 dwAgmer to follow.
(Instal s StgnaRure '�
♦ p
(Designer'sSignature) (Affix l ere)
PASE RETURN TO B -PUBLIC DM MN. gMTMCATE
OF COhRIJANCE WILL NOT B . • ,: : BOTH":THLS FORM AND AS-
BUILT CARD AREJUCKIVED BY THE TABY,E PUBUC'HEALTH DMSION.
TRW YOU.
Q:He9duSeOdDesignet Ca tfica&n Form
I
Z0 3Jdd S31VIDOSSV 3IAOa V69ZOOS809 0Z:60 900Z/bT/TT
AsBuilt Page 1 of 1
TOWN-OF B STABLE
LOCATie,.' 7-13 )0tIQCN e1`zI?,f 1It y SEWAGE# LGY✓ S"3b
VILLAGE kJ• &lj :211 l4 ° ASSESSOR'S MAP&LOT .AY_
INSTALLER'S NAME&PHONE N0. BOl 7`�/ irCors�` 7 X1-�3Q9
SEPTIC TANK CAPACITY /5W0 /DDD�p�
LEACHING FACILITY: (type) VX 50X7— S&,Ye (size)
NO.OF BEDROOMS
BUILDER OR �PK//aCOMPLIANCE
NER �✓���
PERMIT DATE: DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (lf 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
VG'r/
i
� Idyc
I A
61—Z7 2
C 2,V5-0,/ °
Dz- 3N C3 _36 ' pu P
http://issgl2/intranet/propdata/prebuilt.aspx?mappar=179040&seq=1 7/7/2014
I Stephen Lawson, being the owner of 113 Packett Landing Road, acknowledge that
in order for a septic repair to be completed, a removal and replacement of unsuitable soils
will need to take place. The removal will have to be done to meet Title V regulations and
will be done to a depth necessary to reach either groundwater or a soil suitable to support a
septic system. This will be at the discretion of the engineer and Town Of Barnstable Health
Department.
Stephen B. Lawson
i
12-29-1999 10:19AM FROM 212 787 2503 TO 15087906304 P.02
SUPBEN DOYLE&ASSOCUTES
42 CAwrERauw Uwe
EA'T FALmmmi- MA 02538
(508)-540.2534
FAX: (508)-540253a
December 29, 1999
Barnstable Health Department
367 Main Street
H)=Dis,MA 02601
Re:Sewage System Installation#97-3 -213 Packet Landing Road
The sewage system has been installed in compliance with Barnstable Board of Health conditions
at the referenced site.,A,pert test was conducted in the material used to replace the unsuitable soils for the
sail absor000 system.Said replacenmcnt material had a pert rate of two mintinch.
Respectliilly,
Stephen Doyle
PLS
SD/rd
TOTAL P.02
FROM FAX NO. Jul. 27 1998 07:00AM P1
bottle Ndmbery 985801
It
Barnstable County xealth and Environmental Laboratory
Superior Court House, Route 6A
P.O. Box 427
Barnstable, MA 02630
Client: YUSKATIS, MARK Collector: MICHAEL DIMAGGYO
Mailing AQUA JET Affiliation: WELL DRILLER
Address: 135 ROUTE 130 T e of Supply: W
MASHPEE, MA 02649 Well Depth: 45 FT
Telephone: 477-2999
Sample Location: 213 PACKETT LANDING RDDate of of ColAnalection:ysis: 12%14/98
Town' BARNSTABLE
SAMPLE RESULT RE-comyENDED LIMITS
PARAMETER _ - =
Total Coliform Bacteria/100ML AB&ENT 0
H 6.0
Soo
Conductivity (micromhos/cm) 82 0.3
Iron (ppm) < 0.1 10.
0
Nitrate-Nitrogen (ppm) 0.6 20.0
sodium (PPm) < 0.1 1.3
Copper (PPm) ---
_�
gp,S 'D 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
f
FROM FAX NO. Jul. 27 1998 07:01AM P2
` Barnstable County Health and Environmental Laboratory
Superior Court House, Route 6A
P.O. Box 427
Barnstable, MA 02630
(508) 362-2511 ext. 337
Arolatile Organic Analysis Analytical Method: 524.2
Collection Date: 12/13/98 Date Received: 12/14/98 Analysis Date: 12/16/98
Client: MARK YUSKAITIS
Mailing MARK YUSKAITIS Sample Location:
Address: 63 BAYBERRY ROAD PACKETT LANDING RD
WEST YARMOUTH MA 02673 1KASHPEE
Sample ID: 985802 Laboratory ID: 985802
Sample Description: PRIVATE WELL
Compound A-Mount MCL Reporting
Detected (ug/L) (ug/L) Limit (ug/L)
Benzene BRL 5.0 0.5
Bromobenzene DRL 0.5
Bromochloromethane BRL 0.5
Bromodichloramethane 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 1.4 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-Dichloroben zone 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-102-Dichloroethene BRL 100 0.5
1,2-Dichloropropane BRL 5.0 0.5
1,3-Dichloropropans 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
Hexachlorobut.adiene BRL 0.5
BRL: a ow Reporting Limit MCL: Raximum Con am nan eve
FROM FAX NO. Jul. 27 1998 07:01AM P3
page
sample ID: 985802 Laboratory ID: 985802
Compoun Amount MCL Report ng
Detected (ug/L) (ug/L) Limit (ug/L)
0.5
Isopropy nzene RL 0.5
4-280propyltoluene BRL
Methye
lne 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-Tr ichloroethane BRL 5.0 0.5
Trichloroethene BRL 5.0 0.5
Trichl.orofluoromethane 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
Methy-tertiary-butyl ether BRL 2.0
BRL: Be ow Reporting Limit MCL: Maximum Containinant Level
Remarks:
Thomas F. Bourne, Laboratory Director
.r
br 7�. -
,� t �gO �
�/� L ,Fee !f/G�' ►�
��
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zipplication for Mi5po.Ml *p$tem Construction Permit ki. v �S
Application for a Permit to Construct repair( )Upgrade( )Abandon( ) El Complete System El Individual Components
Location Address or Lot No. I'SO 1 �9.- Owner's Name,Address and Tel.No.
�13P�,1(eF I.and�ly Rd, I - 3 Y1�Iarl<,t AUt S A sit'a {is
Assessor's Map/ParceT' �cst gt fn S�Tu6(Q� f T 3 2
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
I h I � M� '"I� I --5391 s r ijs5 oc I-�
Type of Building: {lMu M r�-
Dwelling No.of Bedrooms A Lot Size sq. ft. Garbage Grinder( )
Other Type of Building U106 1�__No. of Persons Showers( ) Cafeteria( )
Other Fixtures Gagne-
Design Flow H171`ts gallons per day. Calculated daily,flow y 0 gallons.
Plan Date I I R S Number of sheets Revision Date
Title Kcljf,
Size o Septic Tank 1;60 Type of S.A.S.1000
Description of Soil Cl� Sel Ct `�'` �^ roc r�cd 4 lout L! °t
p -� T— U -- I D feQ-� �o
Nature of Repairs or Alterations(Answer when applicable)` a!
GINEER MUST Supp t .2�-_-
`TII I- IN WRITING
EOFi "l-IALL&IJI IN DANCE TO 6'L . STRICT
Date last inspected:
Agreement:
The undersigned agrees to ensure the con str do and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions o itle 5 th ironmental Code and not to place the system in operation until a Certifi-
cate of Compliance has b s o Health. 02
Signed Date
Application Approved by i Date -F , P 7
PP P P
Application Disapproved for the following reasons
Permit No. " Date Issued '"
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHU;SEIT3T$iG EI• GiNEER MUST GUP1Z !VK3.-
INSTALLATION AND CERTIFY IN WRITING;
&rtif ftatC Of COITYPINHUSTEM WAS INSTALLED IN STRID'I-
THIS IS TO CERTIFY, that the On-site Sewage Disposal System C6gR0NT_CE)TRbFW*( ) Upgraded( )
ne Abandod( )by
Abandoned
�acllafs �-� , �� Sf >ar,,-6,b�p has been constructed in acco_r&nce
at
with the provisions of Title 5 and the for Disposal System Construction Permit No. '+- ✓ dated
Installer Designer
i The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
No.
THE COMMONWEALTH OF MA � �j�j� INEER MUST SJl'z='?IV12'_
STAiC ND CERTIFY IN WRITING
PUBLIC HEALTH DIVISION - BARNSTAM �EM IN STRICT
ACC TO PLAN,
Mi!6pool bpmem COtt!6trUCtion Permit
Permission is hereby granted to Construct( -<Repair( )Upgrade( )Abandon( )
E System located at 7-13 Q G e 1-a"I N 2 o- vu�,_S I-
I
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 permit.
Date: Approved by
• 1
Town of Barnstable
• Department of Health, Safety, and Environmental Services
saax AMA
Public Health Division
EDMe'�a P.O.Box 534,Hyannis MA 02601
Office: 508-8624644 Thomas A.McKean,RS,CHO
FAX: 508-790-6304 Director of Public Health
December 16, 1998
Michael Ford, Esquire
Attorney At Law
FAX (508) 430-8662
RE: 2,13 Packet Landing Road, West Barnstable;A="179-043, Disposal
Works Construction Permit #97-3,Issued,1/3/9,7,,.,, ;
Dear Mr. Ford,
The disposal works construction permit for the above referenced property is
valid for three years from the date of issuance. Therefore, the permit is valid
and will continue to be valid until January 3, 2000.
If you should have any questions, please do not hesitate to call me.at 862-
4644.
Sincerely yours,
Thomas A. McKean, R.S., C.H.O.
Director of Public Health
{ e
i�
I
No.------- ----- - Fee--- ---
BOARD OF HEALTH
TOWN OF BARNSTABLE
� 7 3 Applicat ion-1brIverr con5truction3oermit
Application ishereby
made for a permit to C struct ( ), Alter ( ), or Repair ( )an individual Well at:
— — -----------—�Z�-- -- ---� G — —— —
10
Location, — ddress Assessors Map and Parcel
Owner Address
., G✓//� }D.I/
Installer — Driller Address
Type of Building
Dwelling------------------------------------------------------------------
Other - Type of Building ------ No. of Persons----------------------------------------------------
Type of Well 1pol Capacity------------------------------- -- ------------
----------------
Purpose of Well-------- �---!fir- 1 --
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 - -�--------- ---------
Kl�
1 date
Application Approved By- -- - -- / --- -----------
date
Application Disapproved for the following reasons:--------------------------------------------------------------------------------------
-------------------- -- -- --------------------------------------- ------------ ------ - ---------------------------------
date
Permit No. -UA
------------- Issued---- - -- --- ----------------------
-- —_ � date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(tertificate Of (Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( )
bY------------- --- --- - - - - ---------------------------------------------------------------------------------------------------------
Installer
at- --_ — _-- — --- ---- --------------------------------------------------------------
has been installed in accordance with the provisions of the Town of Barnstable Boar yealth 'vate Well Protection
Regulation as described in the application for Well Construction Permit No. ----- - - --- ated-----------------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE----------—-- — - ----- -- Inspector------------------------------------------------------------------------
No.------- - ----- - Fee--- ---
BOARD OF HEALTH
TOWN OF BARNSTABLE
7-:-
ApplicationArVett Con5truction3permit
i
Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at:
Location ,— ddres Assessors Map and Parcel
Yvr/fwf/S a
Owner Address
- -- -
-----------------------
Installer — Driller Address
Type of Building
Dwelling----------------------------------------------------------------- l
Other - Type of Building ----------- No. of Persons----------------------------------------------------
Type of Well- J ��'� 1pol� 0""" Capacity--------------------------------------------------------
Purpose of Well-----------"'`TCr
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. j
Signed - - ----� ------- - r------- - - -�U -
t date
r Application Approved By
----- date"--- �
Application Disapproved for the following reasons:---------------------------------------------------------------------:--------------
- - -- ---- - ---� - - - --- ------------------------- - - ----------------—----------------
date
Wq
` Permit No. - ------------------ Issued ----- ---- - ------ -------------------
----- da e
BOARD OF HEALTH --
TOWN OF BARNSTABLE
Certificate Of Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( )
" ;,. - ---------------------—- - - - - ---—-
bY-------- ---i-- - tied-`� -14Zms't"alter — ----
.> ,
` at -- -
has been installed in accordance with the provisions of the Town of Barnstable Boar f Healt.h.Fdvate Well Protection
Regulation as described in the application for Well Construction Permit No. ----- -- ated-----------------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION.`SATISFACTORY.
DATE- --- —-—-= ------ ---- -- Inspector------------------------------------------------------=---------------
i
6
BOARD OF HEALTH
TOWN OF BARNSTABLE
Veit Con!gtructionpermit -�
--- ,. ,
No. O Fee--- --- -------
Permission i hereby granted-- -- - �l-l�- - ------------------------
to Construct (J�, Alter ( ), or je ,'r .-) an Individ 1 ell at:
No. - — - - O -- L- - ---- -------
StrZe
as shown plication for a ell Construction Permit
No.- t /( ----------------
}f�---- - ----�-- ---------------------------- Dated ---------- -------�-- ---� -----Zy---- a
----;- �-
Board of Health
DATE---- -- -—IE� - —
/ � I
i
1[' L 'r
64,
f1lit
is
AL -
AL
Iy /
USGS LOCUS SCALE 00 1* 20 ' d A` $�•
AL ��' O F
AL AL AL A
AL
ZONING DISTRICT: T QJAL
i f
OVERLAY DISTRICT: A� /
ASSESSORS MAP: Ll
10 / 1O
MUNICIPAL WATER: t.�„I,
PRIVATE WELLS: 4 i
PROPOSED BEDROOMS: W E
--_- /_�� % /%
FLOOD ZONE: — Z"t.E A� i%� '\ \ `r C� r\ BVW 26 \
PUBLIC WELLS OR
WATER SUPPLY:
BVW 25
BORDERING WET WITHIN 200'
BORDERING VEG,/WETLAND WITHWY 150'�%
BVW 24,
\
SURF AU WATER WITHIN 1 SO': •
SURFACE DRAINS ON-SITE:
TION DRAINS AT SITE: ---- - -
FOUNDA -
---
TOTAL AREA 1,41 acre:
VERNAL POOL WITHIN 1 pQ'; -�- �� ' �a
\ =
(61,599 sq.ft.)
\ DENOTES BVW FLAGS DELINEATED BY
�O 14 ,•,� �� �� . �- CAPE ENVIRONMENTAL ASSOCIATES
10
BENCH MARK:
STK SET EL 15.72
DATUM-NGVD
16 �Q '•/' _ 1 \'�- _� DENOTES EXISTING CONTOURS
21
N
12
- 18 -
��� Si NiNu ENAND c mFy IN WRITING:
f� INSTALLATION AND p #A 5mGT
�- THE SYSTEM WASPLAIVo
" TO
' r�ARDA�E
&Yx4' x2' DEEP
LEACH" TiIEICH
20 .. _ w/a' Hp1ZpiTAL CLAM-OUT 0 4
Owe SHEET i OF
~ ` VENT LOCATION .— � 5, � � tp`ti r ;71 Ng s.S4 ----
�, t w►LUAw �_ ` , �� S►TE PLAN OF LAND
„� �� .�'1 �► � I� �tEBEFiYAM �. y o ;ItNnl-N Ny�`:
` [ 16
` wi. Z39�1� �, buyl.t
DENOTES PROPOSED CONTOURS y y� P� rti�. 3I:a5 a WEST B A R N S TA B L E MASS.
OF
1 .N V. LOTS 8 52 53 & 54
%l. w i i lam "
K�`ukt OWNER. zc � �I id DEPICTING THE PROPOSED
MAR,K YUSKAIT1S GRAPEC SCALE - -/_ -T _ I �_.____----------
63 BAYBERRY ROAD i U � � I t I � FR � `C; 6 ED E:r.� � �
W. YARMOUTH, MA. 02673 40 u 20 40 OD
t�0 __---
SCALE: 1' 40' DATE: AUGUST 5, 1995
4 W pm STEPHEN J. DOYLE. AND ASSOCIATES
1 knob - 40 tL 42 CANTERBURY LANE FAL.MOUTH. MASSACHUSETTS 02536
TELEPHONE: 508/540-2534
►t-o1--95-
GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP ANE MATERIALS SHALL CONFORM TO D.E.P. T17LE 5 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
AND THE TOWN OF ARNSTABLE RULES AND REGULATIONS FOR SITE UTILITIES PRIOR TO ANY EXCAVATION.
pp
P R O F I Tl E OF SEWAGE DISPOSAL SYSTEM THE SUBSURFACE DISPOSAL OF SEWAGE. 5. SEWER PIPES SHALL BE 4* SCHEDULE 40 PVC LAID AT 0.02 SLOPE.
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 6. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. MORTARED IN PLACE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE. CAPABLE OF 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. _
WITHSTANDING H-10 LDADING UNLESS THEY ARE UNDER OR WITHIN 10'
TOP FOUND. EL 116,01 OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN
10' OF DRIVES OR PARKING UNLESS NOTED. 40 PVC
M
rr�, ta.S
, i7 I C t C1' SCHEDULE 40 VENT
�tN. Rwwc = Fl
4" SCHEDULE 40 PVC WITH 4' SPEED REDUCTION TEE FINISH GRADE
2"MIN. -- 1/8 TO 1/2" WASHED STONE _
Et . c..o' WATER 11CHT COVEN
INV. EL
Ei / !/ {'1! Fart:G.tUa =tt�., t u. �
2" CLASS 150 r LEVEL s� o,ao p -
PRESSURE PIPE ; �i1 �J o D `v • L9 v, o ° Ga- L- 6"
FRAME dcCCOVER (PRESSURE TESTED) 19,g ;� �q S p� �"• p� U o o
FLOW NE TO WITHIN 13 cx�Edc y�Ve 2� � INV. E1. O 0 LENGTH OF 4 DIA. PERFORATED LEACHING PIPE pa
13`► to' twat. ts• OF FIN. GRADE verve 0 , ,o--, 0 0 o,��.° c
kN
.'l �s, b 1S.4' 6 C' .� 3/4 " - 1 ;1/2" WASHED STONE t Dt� fo. EL INV. EL INV. EL 1'° VD by �(�.tJ/, GJ� v oL►? ov0 '' J ° o u
LIA 4' uQuro DEPTH cT
I 13;9
i $o
INV
INV. EL -
i
H-20 LOAD N S.A.S. Q '60 LONG x `}_ WIDE x L EFF. DEPTH
-- - ;n �
PRECAST REINFORCED CONCRETE
ALARM ONDISTRIBUTION BOX ,
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PUMP� ON `
INSTALL ON A LEVEL BASE
NATURAL SO� MINIMUM WALL THICKNESS 2' Awn_+sr>=� NwN zo
MINIMUM CONSTRUCT'ON MATERIALS PER 310CMR 15.226(2) -__ asst<<tvATto1#a NAV_10. - saw tsz.
- MINIMUM INSIDE DIMENSION s 12
TFES SHALL BE CON 3TRUCTED OF SCHEDULE 40 PVr' AND k
SHALL EXTEND A MINIMUM OF 6" ABOVE THE E•LOW LINE PRECAST CONCRETE PUMP CHAMBER + OUTLET INVERTS SHALL BE EQUAL TO EACH "
OF THE SEPTIC TANK AND BE ON THE CENTERUNE OF THE OTHER AND AT 2" MINIMUM BELOW INLET INVERT.
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT
MANHOLE. PUMP CHAMBER CAPACITY: t 8 c 4 A•L I>=f THE DISTRIBUTION UNES FROM THE DISTRIBUTION BOX `-
SHALL ALL HAVE EQUAL INVERTS AS DETERMINED FLOODING
THE INLET PIPE ELEVATION SHALL BE .NO LESS THAN 2" NOR t16 Sa�L�/�os�
THE DISTRIBUTION BOX TO THE HEIGHT .OF THE DISTRIBUTION
IBUTION "�r
MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE UNE INVERT AFTER ALL UNES HAVE BEEN SEALED IN PLACE.
OUTLET PIPE. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE
IJ ST 9tJPERV I.
AND NON-DEFORMABI.E MATERIAL PERMANENTLY FASTEND TO THE '� � IN WR
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE PUMP SPECIFICATIONS:��+�•�- ALTtsz'ta.•r�+ac ?uMpS E ITII
UNE OR RECONSTRUCTING THE ONES UNTIL ALL INVETS ARE OF I
Ntv i=tzs�� I C.V-cy o tiz-BHP IN= .LED STR"
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY j o �N�-�/MlN. �nttJ, EQUAL ELEVATION. -rF;
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE N,ar►e - zZ IA V,
HAS BEEN PLACED TO ENSURE STABIUTY AND TO PREVENT
SETTLING.
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 PUMPS SHALL BE FLOAT ACTIVATIED WITH THE FLOATS
SET AT THE INTERVALS SHOWN ON THE PLAN. ALARM .
THREE 20 MANHOLES WITH READILY REMOVABLE IMPERMEABLE LIGHT SHALL.BE LOCATED IN A CONSPICUOUS LACATION
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS WITHIN THE HOUSE AND SHALL BE POWERED BY A CIRCUIT r
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND SEPARATE FROM THE PUMP POWER SUPPLY. NOTE:
OUTLET TEES
REMOVE AND REPLACE IMPERVIOUS MATERIAL 5
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. ' ALL AROUND LEACHING TRENCH
DOWN TO ELEVATION 8.6' AND REPLACE WITH CLEAN COARSE SAND.
DESIGNING ENGINEER MUST SUPERVISE
INSTALLATION AND CERTIFY IN WRITING
THE SYSTEM WAS WSTALLED IN STRICT
SOIL OBSERVATION DATA: P 8426 ACC9RDANCETOPLAK-
DESIGN DATA:
STRUCTURE
TEST DATE _ MARCH 2, 1995 TYPE NO. BEDROOMS GARBAGE DISPOSAL �N Of Macy\ tN OF
SOIL EVALUATOR STEPHEN HAAS DESIGN FLOW 4 o '°t40 4YD -�eu�t4�t� of G� o� �EGISTEREp �'y�
�► STEPHEN ,r
wiut
B.O.H. AGENT MR. BARRY M J.
� UEBERMAN H $ DOYLE `n
9 Ne. 2397��0 � No. 37559
EXCAVATOR MASS CAPE �o�F�iStE�` `1 55tfl�P�
i
PERC/RATE <4 MINANCH \ SEPTIC TANK F`t`SI Oki ) ��) � �q�D SURv�y� It Q>
•440 N z•n 080 use ISem c►- , TLtfAyr- Cory- 1l I
SHEET 2 OF 2
,.rp # LEACHING FACIUTY
1'USKAITIS RESICDENCE
GL�� GtA� SIyE' 33L r�olT.: 3L0� _T_QnlL GSL
E1.8.4 EL. -t-A•
q,Z mac=, SCALE: AS SHOWN DATE:
4¢�+rry 1 sp -Ag5'- AAA = 4� 4PT� 1>`1 199�
-'b'%,Al2_0
STEPHEN J. DOYLE AND ASSOCIATES
caw` 42 CANTERBURY LANE, "FALMOUTH MA. 02536
Y '� IZ�v�sED ti-ot-9S TELEPHONE: 508/540-2534
_ __ /
i
N = 17.3+'�' PROVIDE 24"DIA. CONCRETE RISER GENERAL NOTES
TOP OF FOUNDATION
w/SECURED C.I. FRAME&COVER -
FINISH GRADE OVER D-BOX- 16.9±
PROVIDE RISER WITHIN 6" PROVIDE RISER TO F.G. OVER OUTLET COVER 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
i
FINISH GRADE OF F.G. (TYP OF 2) WITHIN 6"OF F.G. REMOVABLE WATERTIGHT RISER 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED)GRADE OVER CHAMBERS= 16.T - 17.5+ METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
@ FND. EL.= TO WITHIN 6"OF FINISHED GRADE SLOPE Q 2%MIN. ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES.
15.5'± F.G. OVER TANK EL. 15.0+±' F.G.OVER P.C. EL.= 15.1+± 5"DIA. OUTLET(S) INSPECTION PORT WITH
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
" ACCESS BOX TO WITHIN 3"OF I
' ENGINEER.
_ 2 SCH.
OF HEALTH AND THE DESIGN E G
40 TO - F.G. (ONE PER OUTER ROW) _ `
D-BOX 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL
EL.=10.6'± f
20"MIN. I BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED.
(TYP) 24"MIN. 9"MIN. 1
p 36"MAX. " 4. TO PREVENT BREAKOUT THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN
(TYP)I . 9 MIN.T.EX1S + ,
- - TUNLESS
F B.O. ELEVATION 1 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF HE SAS
4 CH. 36 MAX. TOP O SAS/ 15.88 ELEVA O 5 88
S
3 -
40 PVC A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
EXISTING SEWER -- -TEE 9" 1 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
- �; I 2"PVC TEE--, 4"SCH.40 PVC
CONTRACTOR �# " 14» - i OUT TO SAS
;; 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
SHALL VERIFY 48
REPLACE EX.PUMP WITH 1.08'
LIQUID NEW PUMP SYSTEM (TYP.) 02875'(34
1 " 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SIZE AND LEVEL 1» 0.59 CLEAN SAND 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN
CONDITION OF "EXISTING TANK TEE- VTEE EL.=5.5'± + 12"MIN. + SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS NOT TO
15.67 15.5015.39' 14.80' (laid flat) BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH.
CONTRACTOR SHAL ,
CONTRACTOR SHALL VERIFY GAS BAFFLE 6"CRUSHED STONE W?3
5.0' 8. ELEVATIONS BASED ON N.A.V.D. 1988 DATUM. BENCHMARK ELEVATION OF 16.97
CONDITION OF EXISTING TEES L VERIFY OVER MECHANICALLY (TYP.) 5'MIN. ,
CONDITION OF EXISTING TEES 14.375 ESTABLISHED ON TOP CORNER OF STEP AS SHOWN ON PLAN.
AND REPLACE AS NECESSARY COMPACTED BASE REQ'D
AND REPLACE AS NECESSARY 25 0' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-8" LENGTH 8'-6" WIDTH 4'-10" DEPTH 5'-7" 5 OUTLET DISTRIBUTION BOX THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE
TO BE INSTALLED IS A LEVEL STABLE + AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY
1 ,500 GALLON SEPTIC TANK 1 ,000 GALLON PUMP CHAMBER GROUND WATER ELEV.= 9.80 CHAMBERS END VIEW
BASE. FIRST TWO FEET OF OUTLET ) DISCREPANCIES TO THE DESIGN ENGINEER.
PIPES TO BE LAID LEVEL. CHAMBERS PROFILE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
)
TANK DIMENSIONS ARE APPROXIMATE. EXISTING 5OO GALLON SEPTIC TANK & (BY INFILTRATOR SYSTEMS, INC.) STRUCTURES SHALL BE MADE WATERTIGHT.
CROSS SECTION VIEW ARC 36 ( 3613 B D l CHAMBERS 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
CONTRACTOR TO VERIFY EXISTING EXISTING 1 ,000 GALLON PUMP CHAMBER DISTRIBUTION BOX DETAIL
\ I ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH s
ELEVATIONS PRIOR TO ANY WORK& NOT TO SCALE NOT TO SCALE DETERMINATION FROM APPROPRIATE AUTHORITY.
NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE
DESIGN DATA ---- T TEST PIT DATA 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
`- -.u. _ I LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
"- � 14413
SPEC O
MAP 179 �I NUMBER OF BEDROOMS(DESIGN) 4 WITHSTAND H-2 INC.
•-- �-� � � THEY SHALL THS O LOAD
h - _ R: DonnaZ. Miorandi, R.S.
PARCEL 7 "� DESIGN FLOW 110 GAUDAY/BEDROOM -• N ,: . EVALUATOR: John L. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
Churchill,Jr., P.E.
(VACANT) O O'< r� AUDAY i ,�,. 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND
TOTAL DESIGN FLOW 440 G _ HE QU ,
�. - - Nov. 1997
?0000
C.S.E:APPROVAL DATE:_.._ _ ND F R 5 FT.ON ALL SIDES OF
ocOi a�'� ..�, - 'ctr.- • - UNSUITABLE MATERIAL IN AREA BENEATH A O
°�' 0 � DESIGN FLOW x 200 % 880 GAUDAY I q a,e "`' - - DATE: July 7,2014 LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN
USE PROPOSED 1,500 GALLON SEPTIC TANK COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN
TEST PIT#: 1
ACCORDANCE WITH 310 CMR 15.255(3).
O INSTALL 25 -ARC 36 #3613BD CHAMBERS _ �-- ELEV TOP= 16.00' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
/ w
P EXISTING 1,500 GALLON SEPTIC TANK - ELEV WATER 00'
�Q , . ;� -.-• .y = < 1• SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
�- ER
TO BE UTILIZED IN THIS DESIGN .
\ ` �1 / -�-. VDEGETOATIVOE WETLANDS SYSTEM CAPACITY `''- ' �� - - - __ "-" PERC RATE= N/A 16. PROPOSED PROJECT IS LOCATED WITHIN:
\ Q OJ / \ \ (TOTAL L.F.OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD ` / ASSESSORS MAP 179 PARCEL 40
a �y / \ --.��o FLAGGED ON JULY 25, 2014 (125.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)_.444.0 GAL. LEACHING/DAY ''?� - - �- `� DEPTH OF PERC= N/A
17. OWNER OF RECORD: ARMANDO J. &JEAN C. CARBONELL
\ - TEXTURAL CLASS: N/A
�� ��p f r12� \ Benchmark �, \ \ Qu _ LOCUS ADDRESS: 221 MOUNT AUBURN STREET; UNIT 303
o \ Comer of Step TOTALS:
�` \ CAMBRIDGE, MA 02138
G� ` Elev. - 16.9T
t; Q• / - r�7 TOTAL NUMBER OF BIODIFFUSERS: 25 -.► ► - -.yw
\ Q N.A.V.D.88 2 \ \ TOTAL NUMBER OF COUPLINGS: 0 �, _ -
+ - " FEMA FLOOD ZONE X
-� 0 16.00
al MAP 179 '� 7� \ TOTAL LEACHING AREA: 600.0 �1Q - - -" m - `i
\ MAP 179 a' A Sandy Loam AS SHOWN ON COMMUNITY PANEL# 25001C0553J
TOTAL LEACHING CAPACITY: 10Yr 3/2 ,
a" PARCEL 39 / 1 �� \ \ \ EXIST. PARCEL 40 ° _ 10" 15.17 18. DEED REFERENCE: BOOK 26981 PAGE 105
3-- �\ \ WELL \ I 6.26±Ac. NOTE: _ `� ,_._- ..�.._.,�.. _..� ; B Sand Loam '
y
C Aa yr; 10Yr4/3 19. PLAN REFERENCE: P.B. 177, PG.43
EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE 7 - 20" ,
/14� \ I ' \ \ DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER ! � 14.33
C CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR 4 -' `" -'' 20. ALL DISTURBED AREAS SHALL 3E RESTORED TO ORIGINAL CONDITION.
OINC., EVISED OCTOBER 28 2013. TRANSMITTAL NUMBER �� 21. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT
J\ h LIGHT \ � l SYSTEMS, I C, Jl �- -" ,n,...
EXISTING 1,000 GALLON \ �. =X235'253. I '�+ bus `.' .- _� ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
PUMP CHAMBER TO BE f � r _ _
/ / 9s STOOP
MAP 179 '�'`- ""--.�' '' 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE
UTILIZED IN THIS DESIGN EXISTING DOSING & STORAGE REQUIREMENTS ' `
' VFW 4-BEDROOM ' r� PARCEL 11 0 4 .� . -" - -� Blue Clay APPROVAL IS REQUESTED FROM 310 CMR 15.104 15.105:
R/V DWELLING 00 � :,�,d -�'°'- C (1.) A SIEVE ANALYSIS WAS PERFORMED IN ACCORDANCE WITH DEPARTMENT
F . -
2.5Y 6/2
44 GPD TOF-17.3± � I � � 1 DESIGN FLOW: 0 G .� � o - ,.,.. � _-. -� GUIDANCE DUE TO THE FACT'tHAT A PERCOLATION TEST COULD NOT BE
DOSING REQUIRED: 4 CYCLES /DAY '�, ` � �''�"` PERFORMED IN ACCORDANCE WITH 310 CMR 15.104 AND 15.105.
440 GPD/4= 110 GALS/CYCLE ,.-
/ �y,i , /�� 5y �1 O W 23. THE FOLLOWING LOCAL VARIANCE IS REQUESTED FROM THE.TOWN OF BARNSTABLE'S
E \ �Qy��O H ( I CHAPTER 397: WELLS REGULATIONS;SECTION 397-2:
I
/2 REQUIRED BETWEEN PUMP
O DISTANCE RE UIR _
F
GARAGE � � ( Q 1. A 14.2 VARIANCE 150.0 135.8 FOR THE SETBACK FROM THE PROPOSED LEACHING
h
g G N ON AND PUMP OFF FLOATS: EXISTING WELL LOCATED AT 213 PACKET LANDING ROAD.
SLAB SYTEM TO THE EX S G OC
/ � � I I
J O� 5Q / �� ( I _ LOCUS PLAN
/�-�S� / c I \ I G��� 110 GALS/CYCLE 250 GAUFT = 0.44 FT/CYCLE
Yk IRE E/T/ \ >�/ 1 (USE 0.50'TO PROVIDE FOR BACKFLOW) 1"= 1000'
SCALE. 180" 1.00'
�6 u PLANT BOX �� / STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GAL. F
' (TYP OF 5) /� STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL. No Mottling,Weeping or Standing Observed
ELECTRIC METER
U.P#634/13 ' \ �, BORING DATA LEGEND
NOTE: PUMP MUST BE EQUIPPED WITH A HIIGH 50xO' EXISTING SPOT GRADE
" `'\ LEVEL ALARM LOCATED IN THE BUILDING EVALUATOR:Michael Pimentel,>=1T,CSE
i MAP 179 > >� +
�' \ � I / INSTALL 1-1/4"PVC TO HOUSE.JOINTS TO BE MADE SERVED WHICH IS POWERED BY A CIRCUIT' C.S.E.APPROVAL DATE: Oct. 1999 - - 50 - - EXISTING CONTOUR
PARCEL 8 00 O� -rJf`! TP1 / WATERTIGHT.WIRE PUMP AND FLOATS TO SIMPLEX SEPARATE FROM THE CIRCUIT TO THE PUMP. DATE: August 6,2014
I ^' l l NEMA-1 MFG. HOOVER
6x0 � � \ I / - CONTROL PANEL No. 1-CC2 E/T/C EXISTING UNDERGROUND UTILITIES
EXISTING 4'WIDE x 80' LONG x 2' DEEP ' !^%ll �fI ✓� t 122.9' ` INSTRUMENTS. BORING#: 1
LEACHING TRENCH TO BE ABANDONED SHED �ll��A' 1 I' ! �/: , F / PROP. - a �" ' - ELEV TOP(ground)= ' 16.30' W W EXISTING WATERLINE
L ail ' �1 't l Sp D-BOX . ' NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STIEEL (g )-
REMOVEALL UNSUITABLE MATERIAL --17- <<, (! !, r / X I LIQUID-TIGHT GA13LE CONNECTORS SUPPORTED ELEV TOP(gw pipe)=+ 17.53' GAS EXISTING GASLINE
, BORING#1 &MONITORING WE \ _ » 1/8"DIA./1,760 LB. STRENGTH
t , : t CONNECTORS SUPPORTED BY 1 1/4 PVC CONDUIT
t ONNE O ,
,,; f, 15x9 _ N C _
ND �t� , � WATER- 9.80 ad•usted
NE TO MEDIUM SA - ELEV
DOWN TO FINE , f^ /i �Jl ,! � ! TOP OF GROUND EL. 16.30 f � JOINTS TO BE MADE WATERTIGHT ( 1 ) -�} TEST PIT LOCATION
(APPROX. EL.=-16.70'±)& REPLACE WITH 1 j l �! °' / TOP OF 2"PIPE EL.=17.53' / l _ " `�'
CLEAN COARSE SAND PER 310 CMR 255(3) " 'o t OBSERVED G.W. EL.=8.40' �, 2 BALL VALVE w/UNIONS SCH.80 P1VC pERC RATE= N/A
/ / ( I - GEORGE FISHER CO. MODEL NO. O O O EXISTING 1,500 GALLON SEPTIC TANK
i / ./ (MEASURED 8-11-14) 4' 3" 2"SCH.40 TO D-BOX DEPTH OF.PERC= NIA
CID
PROPOSED INSPECTION PORT WITH . . ADJUSTED G.W. EL.=9.79'
" TEXTURAL CLASS: 1
ACCESS BOX TO GRADE (TYP OF 2) 001� / I �z\ \ 1 o ALARM ON
2 SCH.40 TEE w/CLEAN-OUT CAP O O O EXISTING 1,000 GALLON PUMP CHAMBER
►� / % ,
GAZEBO TO BE RELOCATED / �./' T� FEMA FLOOD ZONE LINE DIVIDING ZONE X FROM Ln TANK TO BE WATER-TIGHT
CONVENTIONAL RESERVE AREA(SEE SPEC#2 BELOW)
�_ �� ZONE AE(EL.14)BASED ON ACTUAL ON-THE-GROUND AND WATER-PROOFED UMP ON
o 1/4"WEEP HOLE IN DISCHARGE PIPE 0" 16.30' Q PROPOSED DISTRIBUTION BOX
FIELD INSTRUMENT SURVEY(BFE=14'NAVD 1988 `� 2" BALL CHECK VALVE SCH.80 PVC 100 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
/ ARNSTABLE COUNTY F.I.R.M. NUMBER
PUMP
ON
BASED O J
13BD _ MATIC MODEL No.208S
TOTAL 25 ARC 36 #36 P.S.I.P.S.I F O
PROPOSED O
AS VENT ) � ,EX. S (
25001C0553J• EFFECTIVE JULY 16,2014)
� » Adjusted G.W.@6 5
CHAMBERS IN A FIELD CONFIGURATION � _ -� 78 (6.5) - - 9.80 -FM-FM- PROPOSED 2"SOLID SCHEDULE 40 PVC FORCEMAIN
Standing G.W_@7.9'
FENCE 1/4"WEEP HOLE IN DISCHARGE PIPE 95"(7.9') _ 8.40' PROPOSED ARC 36 #3613BD CHAMBERS
PROPOSED SILT FE C 2 WIDE ANGLE CONTROL FLOATS
O r, � (measured 8-11-14) ( ) �
SWING-TIES PLAN SCALE: 1" = 20' (BARNES 073618) 2"SCH.40 PVC DISCHARGE PIPE
1: PUMP ON/OFF 120 ACTIVATION No samples taken
v " \ 2: ALARM ACTIVATION BARNES SE411 PUMP,0.4 H.P., 115 V,2'" (see TP Data above) Rom• DATE BY APP'D. DESCRIPTION
GARAGE \ DISCHARGE PASSING 1-1/2"SOLIDS(IMP. 180"(15.0') 1.30' RESERVED FOR PROPOSED SEPTIC SYSTEM UPGRADE
�h jQ (SLAB) DIA. 5.44 )OR APPROVED EQUAL Clay w/trace of silty sand BOARD OF HEALTH USE
HC- PREPARED FOR:
204"(17.0') -0.70' ARMANDO J. & JEAN C. CARBONELL
EXISTING 1 ,000 GALLON PUMP CHAMBER W/ NEW PUMP SYSTEM
CONVENTIONAL SYSTEM & RESERVE AREA REQUIREMENTS LOCATED AT:
G1 SIEVE ANALYSIS RESULTS Blue Clay
As required per Standard Conditions for Alternative Soil Absorption Systems 213 PACKET LANDING ROAD
with General Use Certification and/or Approved for Remedial Use MISCELLANEOUS NOTES: (Soil sample taken from 33 to5 bgs):
�, o WEST BARNSTABLE, MA
Revised:May 22,2014 �O• SAND 11.0/o
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SILT 11.6%
' SWING-TIES MEASUREMENTS 1.)FOOTPRINT OF CONVENTIONAL SYSTEM (42 x 9.83)COMPRISING 4-500 GALLON (1 SEPTIC SYSTEM COMPONENT. CLAY 0.4% I 396"(33.0') 16.70' 2014
LEACHING CHAMBERS SURROUNDED BY CRUSHED STONE(JUST FOR ILLUSTRATION SCALE: 1 INCH = 20 DATE: SEP E
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PER TITLE 5 ALTERNATIVE TO Fine to Med.Sand 0 10 20 40 MBER 5,
80 FEET
PURPOSES ONLY; NOT TO BE BUILT). LEACHING SYSTEM CAPACITY=459 GPD. ry�0 PROOPOSED LEACHING SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA& PERCOLATION TESTING GUIDANCE I P��N DF sqc
DESCRIPTION HC-1 HC-2
BORING DATA SHOWN ON THIS PLAN..-REPORT TO ENGINEER AND LOCAL BOARD OF FOR SYSTEM UPGRADES 462"(38.5') -22.20' �s�`` yGr PREPARED BY:
NAL RESERVE AREA 42 x 9.83 COMPRISING o F
2.)FOOTPRINT OF CONVENTIONAL ( ') PRISING 4-500 GALLON 2) HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT&BORING DATA. (EFFECTIVE DATE: MAY 3,2:006) ��� CHURCJoViNILL JR. N JC ENGINEERING, INC.
CHAMBER CORNER(1) 28.2 38.9 LEACHING CHAMBERS SURROUNDED BY CRUSHED STONE(JUST FOR ILLUSTRATION (4
UNDER POLICY BRP/DWM/PeP-P00-4: BASED ON THE CAPE COD COMMISSION METHOD Z" IL
O. 3.) ENTIRE PROPERTY IS LOCATED OUTSIDE THE LIMITS OF A DEP APPROVED ZONE 2 SOIL TYPE: UNCOMPACTED " ,41s 2854 CRANBERRY HIGHWAY
O " » INDEX WELL: SDW-252
CHAMBER CORNER(2) 32.8' 49.9' PURPOSES ONLY; NOT To BE BUILT). LEACHING SYSTEM CAPACITY,=459 GPD. WATER-LEVEL RANGE ZONE: g EAST WAREHAM, MA 02538
ti0 AND ESTUARINE WATERSHEDS. EFFLUENT LOADING RATE FOR I WATER DEPTH READING: 4Z.26' '�Poi Fcis
CHAMBER CORNER(3) -55.7' 67.2' 0'
SITE �' n A' _, CLASS 1, >85%SAND= 0.74 GDP/SF WATER DEPTH READING DATE: 7-31-14 '� S � �`� 50$-273-0377
G PLAN 3) WATER-LEVEL ADJUSTMENT: 1.40'
ASSUMED PERC RATE_<2 mpi ADJUSTED G.W.DEPTH: 7.9'-1.4'=6.5' Drawn By: MCP Designed By: MCP Checked By:JLC Job No.:2809
CHAMBER CORNER(4) 53.2' 59.5' SCALE: 1"=20'
i
L L
West - "
Me r J
. r..;
/ ( •• , ,.. - y ` ram' .•
✓ Q
M '
AL Ak— AL
el• �C f q
r ZONING DISTRICT: -Ki
AL 13
�' � n,• ,' ..?T-.—,_�� � !�•� - OVERLAY DISTRICT: AV
��'� - t' .► _% 12 �'�Q ��o ASSESSORS MAP:
`+(: .
USQS 14 \ — g `
LOCUS SCALE 1" 2000� / AL
MUNICIPAL WRIER:
` . r' PRIVATE WELLS. l'�5
- J r / a �, Y �•i i / PROPOSED BEDROOMS:
/ a AL/. FLOOD ZONE: �HE5
9 !
/ 1 I� (^t
7 PU9LIC WELLS OR
1� h �• WATER SUPPLY: tJ o
AL.. 8 / r 13ORDFRING Kit WITHIN 200• X1"�
BORDERWO VI_G
/WETLAND YVI T111N 1 r o YES
WETLAND FLAGS BY SABATIA INC. 7 � /�,
-,1 r SURFACE WATER lH4t?tIN 150':
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