HomeMy WebLinkAbout0130 RIVER ROAD - Health 130 River Road
Mdrstons Mills
A = 078- 013 `1
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in compu et:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
9pplication for Disposal �6pBtpm CunstCuttlutt permit .
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon)4 ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. s _7 _
Asie4rCsLap6ceff 2 l_i V i►2 S -/t L6;
Installer's Name,Address,and TO No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms `-/ � Lot Size '2- 7`0P sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Boar�alth.
0 edffi Date �
Application Approved by AK5 Date
Application Disapproved by Date
for the following reasons
Permit No. r Date Issued
No. " / Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in co Puier:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
application for �DispoSal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. 52 2
a (/C�Z ICSf l�� (f i �� 07 J,�rz L4" � - �/�i�5'
As essor s Ma cel l�1 r 1 1-7 y z P-;V F Ye- �.• l 1�4 S I 1 r � !
Installer's Name,Address,and Tel No.' Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms 13f"/"k,nrn0Ni Lot Size 1 7 7 X0 sq.ft. Garbage Grinder( fit) ram F
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
L �
.� Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ��SFr lit(,
Date last inspected:
Agreement:
- The undersigned agreesio 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 Boar o ealth.
=,eLtiA
� DateApplication Approved by ?, % /a' , Date
ILI
Application Disapproved by ` Date /
for the following reasons
/f /Ili 4n
Permit No. Date Issued
-------------------------------------------------------------- --------- --------------------------------------------------------------
,. THE COMMONWEALTH OF MASSACHUSETTS
`,BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO GEKTIFY,that the_On-site Sewage Dispo fall system Constructed( ) Repaired( ) Upgraded( )
Abandoned(/ib i 1 C1R!1 l )
,J
at , f I / V/ N has-been constructed in acco dance
with the provisions of Title 5 and the for Disposal System Construction Permit No. (�(datea
?i Installer k Designer
#bedrooms /1 /- Approved de si gn.fl\\ow��l gpd
The issuance of this ermitj shall not be construed as a guarantee that the system will function as designed,;
Date ` . A Inspector `1 4 -�•!
_____________________________________________________________________-------- ----
___________ _-_____0___________
No. /% -) Fee ,
�` `--' THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS
Misp9sal &ipstem Construction Permit
Permission is hereby gr t+ed�tooCCjonsttrruct( ) Repair( ) Upgradey( j Abandon OO
System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
a
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 i ; > .
� T j
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLE, MASSACHUSETTS Yes
21ppfiration for Misposaf 6pstem Construttion Permit
Application for a Permit to Construct X
Repair( ) Upgrade( ) Abandon( ) Complete System ElIndividual Components
Location Address or Lot No. Bo ?_�Vt r_ R&Ld Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel - �tVt't
I taller's Name,Address,and Tel.No. n Designer's Name,Address,and Tel.No.
�T1 ( till <1AT e IJ I
15 J
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 req 'red) �. gpd Design flow provided 13 G gpd
Plan Date Number of sheets IR^evisioon Date
Title ,NI(Ji.rJ
Size of Septic Tank Type of S.A.S. U
Description of Soil 6A AAAJ rx!&
Nature of Repairs or Alterations(Answer when applicable) 1<4 l ( /N
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 40f
not to place the system in operation until a Certificate of
Compliance has been issued by this Bot . 1
J
Signed Date 7i -
Application Approved by Date 7 2
Application Disapproved by Date
for the following reasons
Permit No. ?ZAt"I -ro,7 1 Date Issued 3 2
1210M No.
0 /-(` Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,MASSACHUSETTS
�* ~�,� cl
Z l.Pftta.tion for 33isposal *pst m ConstCUL.ti6`,VermitMau
nApplication for a Permit to Construct Repair( ) Upgradde( b,;d2on> Complete r m El individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel —7 - 1.; S V'-'I i���r'1 P 114 W r t
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ` q '
� (!� � f Ct �1 1�P LM I
vf � g;A
e of Building:
�'P _.
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)
ff 3 31 gpd Design flow provided gpd
Plan Date /� 1 Number of sheets IQ tR�evisionn Date A
Title l c <<01 { K. IV V__A /:K (f 4ad I�i(w J E KS AA At(
Size of Septic Tank � �_ Type of S.A.S.I9 a A a U L• r h K,��jrlN�,+�'�j
_p Description of Soil A I ut pA�A ��,,� t � ,( 1�1,/j�I U i ,AV d 0- i � A yxvl "�nj lR ,t / t .� W
w Nature of Repairs or Alterations(Answer when applicable) A qa l
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'He alth.
Signed - �/ Z / Date '•►
Application Approved by / = Date
P Application Disapproved by Date
for the following reasons
Permit No. z;oo -- 0 9 Date Issued 3/1-7/Z I
F I
THE COMMONWEALTH OF MASSACHUSETTS
M,BARNSTABLEASSACHUSETTS
. s•'
/`E 1 I (4) 01
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed O Repaired( ) Upgraded( )
Abandoned( .by t h I In h 1 ��d V0�1��/1
- �.�
at has been constructed in accordance
�a .. q •. i �
with the provisions of Title 5 and the for Disposal System Construction Permit No. G' i'a�` dated I J Installer t&k g h c F x1e.,1111!bw Designer 1 A U j /0(1 i f Ku t k (j 1 w
` ` #bedrooms pp g (� ® gpd
Approved des n=flow
The issuance of this permit shall not be construed as a guarantee that the systec ill function'as d�
Date Inspector
--�I /
„
No. _N1))J�-"( �`� Fee ?
_ THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Bisposar 6pstem Construction permit
Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( )
System located at 1 A 17 a -V,,/r
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:Constructiibri most be completed within three years of the date of this permit. \
Date / (�/ Approved b Y
PP a
Town of Barnstable
Inspectional-:Services
Public Health Division
Thomas McKean!Director
+ 200 Main Street,Hyannis,MA 02601
Office%,,SQ&8(�2-4644. Fast: 508-79,0-6344
Installer&Designer Certification Farm
Date-. 2\ sewage Permit .Assessor's Map)Parcelc) (�\�
Desiaer: Installer: y1. �(\`(1S C7K� tC.�1
Address: -A-1, ' Address: �-o \60K 5" `�
r� SMA& fe pR C)104u
;ran 3' (date)
►��as issued a ennit t Install,a
(date)..: {installer)
septicsystera at C i` C Ve, based on a design drawn by
(address)
\r,\_\12 1 dated `,Z\
(designer)
I certify that the septic system referenced above was installed substantially according to
the"deszgn, which may Include miner approved changes such as lateral relocation of the
distribution box!and/or septic tank. Strip out"(if required) was inspected and, the sails
were found satisfactory.
l cer,* that;the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral telocation'of the SAS or any vertical relocation of any component
of the septic system)but in ac 6rdance with State&Local Regulations. Plan revision or
'certified as-built by designer to fallow. Strip out(if required)was inspected and the soils
were found satisfactory.
T certify that the system referenced above was ecinstructedInlzl� Ievv`th the to nns of
the�11A ap val letters(if applicable) k ,
gQ
T. F
pp
�wu.
As s Ignature) 4
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1
signer's'Signature) (A ix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC'HEALTH DIVISION. CERTIFICATE.
QF COMPLIANCE WILL NOT BE ISSUED UNTT ,'BOTH TII S PORM AND ASS
BUILT:CARD ARE RECEIVED:BYTHE BA 2NSTABLE PUBLIC.HEALTH EALTH DIVISION.
THANKXOU.
%odWeptslHFAL'!MEWER cotmdSEPTICOmigner CcRiflution 8orm Acv 8.1443.DOC
TOWN OF BARNSTABLE
LOCATION SEWAGE# Z( 'M9
VILLAGETSC, ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.�jmi�� G ,C.,y�. �G --n -\—
SEPTIC TANK CAPACITY 1
LEACHING FACILITY (type)
NO.OF BEDROOMS OWNER Aez� cn-n\`\&� )
PERMIT DATE: `\'�` n 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 f sty) Feet
FURNISHED BY
4 l 3 D �.der A 2
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MARSTONS MILLS
y PARCEL ID: 78/12
' °o
LOCU
Lf I ( PARCEL ID: 78/13
AREA=27,719t S.F. \ , tJ: M'� v
6 VA
CB/DISC ! � M
\ \ / �p � sT
f \ / S`�` I MILL
PARCEL ID: 78/11 POND ROUTE 2$
\ l / LOCUS MAP
80.3 � /
PLAN REF: 281/47, 1928 LAYOUT
\ pEN r`N TITLE REF: 1305/606
PARCEL ID: MAP 78 PAR. 13 t
18 \� ul NOT IN ZONE 11\
PRpE \ \ \\ \ yr ZONING: "RF" SETBACKS: 30'F_15'S 15'R RPOD
\\ G ` IN SWEP, NOT IN GP OR WP\ \
\ O; \ \ -�-� / \ \ 2 ` FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO541J DATED:07/16/14
56.4\ \ op SITE & SEPTIC PLAN
(FOR REPLACEMENT HOUSE)
LOCATED AT:
LN \
U.POLE \ ` � o `t \ 0 56- 56 25.5 ,� 130 RIVER ROAD
191 ��'� M-ARSTONS MILLS, MA.
PREPARED FOR
a
\oC'/ ���--- =' >> ��, ' sue Np. CHARLES G. THIFAULT
\ \ l= Szp ' JANUARY 21, 2021
N \ \ - ��, J .�, 87.0 CB
_ . o
\ s, 53.4' �_- o.any _ PROPOSED
BED
tN OF yes �H OF yes
vo 49 6 t- - - _`' TOF=57.0 =o'� EDWAARD cy�s D DID yes
-\ / B.M.=57.0 �, r ,
' TOP OF CB - -'
v�. U, `_
5
�_-- - �' 25.1' LA .Zl
21 4tj AR\ n' Iri
/ c�SP� g PARCEL ID. 78/14\ �� 26.0 Gj 16,\� MacDougall Surveying
�0 \ / - ,_ & Associates
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P . O. Box 2428
GRAPHIC SCALE Mashpee, Ma. 02649
20 0 10 20 ao 80 PH. (508)419-1086
CELL. 774—327—0617
NOTE: CESSPOOLS TO BE ABANDONED, \ 1 1 email:
CRUSHED AND SANDFILLED PER TITLE 5. \\� �� ( IN FEET ) macdougallsurveyCa?comcast.net
1 inch = 20 ft.
SHEET 1 OF 2 J#2209
- ' PROFILE OF 2�BLAYER OF
NEW SEWAGE DISPOSAL SYSTEM DOUBLE WASHED STONE
TOF=57.0 (NOT TO SCALE) OR
56.3 „�������„����������� 56.3CLEAN SAND FILL PER 310,CMR 15.255 'F,LTER'F 61C
.3 ,
56.3 56.3
RISER RISER 4" SCHEDULE 40 P.V.C. RISER RISER RISER
MIN. PITCH 1/8" PER FOOT 53.3
5.5' ® S=.31 LEVEL fI
LIQUID LEVEL •r FOR 2' 6' ® S=.015
54.55 10 14 54.3 6" SUMP ® ® ® O ® ® 92 ® � ® O ® ® ® o
MIN. 52.62 6 BASE OF 52.42 ® ® ® ® ® ® ® ® ® ® ® ® ® ® o 0
54.8 OC
48 ADD MECHANICALLY 52. o o ® ® ® ® ® ® ® ® ® ® ® ® ® EM o
" COMPACTED GRAVEL 4G AS 04 51.3
BAFFLE PROP.(H-20)D63 3/4" TO 1&1/2"
DISTRIBUTION DOUBLE WASHED STONE d
BOX W/"T" 25'
6• BASE OF MECHANICALLY COMPACTED GRAVEL 2-(H-20)500 GAL. CHAMBERS Z O I
PROPOSED SEPTIC SYSTEM DETAIL PAGE SOIL (BSORBTION" (TRENCHO'FORMATION)
I
1 ,500 GALLON TANK #130 RIVER ROAD SYSTEM (S.A.S.) 13' X 25'
M A R S TO N S MILLS, MA. BOTTOM OF TESTPIT #2 ELEV.= 44.8
JANUARY 21 , 2021
GENERAL NOTES DESIGN DATA:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF NUMBER OF BEDROOMS.........__3
TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT
FOR SUBSURFACE DISPOSAL OF SEWERAGE. GARBAGE DISPOSAL................. NO
2. ALL ACCESS PORTS OVER TANK TEES SHALL BE SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED TOTAL ESTIMATED FLOW
ACCESSIBLE WITHIN FINISH GRADE. BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE 330
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY (110 GAL./BR./DAY X 3 BR.)
CAPABLE OF WITHSTANDING SANITARY
LOADING UNLESS THEY ARE SOIL EVALUATION, AS INDICAT ON THE ATTACHED SOIL EVALUATION FORM, 330GPD X 200% = 660 GAL
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY ARE AC TE AN I ACC ANCE WITH 310 CMR 15.100 THROUGH 15.107. USE NEW 1500 GAL. TANK
MUST WITHSTAND H-20 LOADING. <7 A/1 INSTALL: 2(H-20) 500GAL CHAMBERS (W/4' CRUSHED STONE
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. ED A. STONE, PL C RTIFIED SOIL EVALUATOR ON THE SIDES AND ENDS) AND BACKFILL
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. WITH CLEAN SAND FILL PER 310 CMR 15.255
6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE OVER THE S.A.S. AND DISTRIBUTION BOX. SOIL CLASSIFICATION................7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF TEST PIT RESULTS: DESIGN PERCOLATION RATE..... <2 MIN. IN.
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE EFFLUENT LOADING RATE.........___74
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND SOIL TEST DATE: DECEMBER 18, 2020 REQUIRED LEACHING CAPACITY.....3_30 GAL /_DAY
LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. B.O.H. AGENT: DAVE STANTON 1
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN LEACHING CAPACITY PROVIDED.....352 GAL/DAY
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT SOIL EVALUATOR: EDWARD A. STONE, SE2359
ELEVATION OF THE OUTLET PIPE. SIDEWALL: (13' + 25')x2x(2 SIDES)(.74)= 112 GAL/DAY
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. BACKHOE: GENE FRIEH BOTTOM: (13' x 25')(.74)= 240 GAL/DAY
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. TH#1 E L.= 56.4 (P E R C BOTTOM @ 60�� <2 M P I) TOTAL= 352 GAL/DAY '
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER 352 GPD PROVIDED - 330 GPD REQUIRED = 22 GPD RESERVE
BE LEVEL.
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 55.1 0"-16" A LOAMY SAND 10YR3/2 N/A
TO MACDOUGALL SURVEYING FOR B.O.H. AND DESIGN ENGINEERS REVIEW 53.9 16"-30" B LOAMY SAND 7.5YR5/6 N/A MacDougall Surveying
AND APPROVAL. 53.1 30"-40" C1 COARSE SAND 10YR5/6 N/A 10%GR
13. NOT IN ZONE II „
45.4 40 -132 j C2 COARSE SAND tj 2.5Y7/6 I N/A 8c D F ,y Associates
TH 2 EL.= 56.3, NO MOTTLES, NO GROUNDWATER ���`�N �Ss c P. O. Box 2428
CONSTRUCTION NOTES: # ,off DAVIDD.
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER L HERTY M a sh p ee, Mc . 02649
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 55.5 0"-10" A LOAMY SAND 10YR3/2 N/A No. 21 PH. (508)419-1086
WORK ON THE SITE. CELL: 774-327-0617
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 54.3 10"-24" B LOAMY SAND 7.5YR5/6 N/A
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT T �I email:
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 53.3 24"-36" C1 COARSE SAND 10YR5/6 N/A 10%GR TAR1 macdougallsurvey@comcast.net
3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING 44.8 36 -138 C2 COARSE SAND
TAPE OR A COMPARABLE MEANS. NO MOTTLES. NO GROUNDWATER SHEET 2 OF 2 J#2209