HomeMy WebLinkAbout0114 BLACKTHORN ROAD - Health 114 BLACKTHORN R_Qvj
A=046-067
TOWN OF BARNSTABLE
LOCATION 11Y VfKk, lnra SEWAGE#
ASSESSOR'S MAP&PARCEL y
VILLAGE Ag/S/�jtY �4 f�S �G 7
INSTALLER'S NAME&PHONE NO.Zr� ]�(�rd�1�{-(��
SEPTIC TANK CAPACITY f X!)4-1 Nt
LEACHING FACILITY.(type) ��QGI) (size) Jol,63x s 3"� , S_
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE: Iq a.
Separation Distance Between the: ,60 oo er' mmd
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��A Lk v -KvG
3 ,
z-Gl
Fee Q�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipplitation for Misposal 6pstem Construction 3permit
Application for a Permit to Construct( ) Repair(✓) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. / 3 ci 1}icv/N 'T Owner's Name,Address,and Tel.No.
Mc(sai�jNs At0k-
Assessor'sMap/Parcel qC, —(,7 NO)ccmb
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
D,A ID6(9,aJ l �L -�/OC�'y�S�J �"Sin�r✓rrvS Gt�ci�l�S
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 2_,3` 6 sq.ft. Garbage Grinder( )
Other Type of Building /r5/d c vod7 s) No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3d gpd Design flow provided 41 `7 gpd
Plan Date �,/y/2'L Number of sheets 2-- Revision Date
Title /
Size of Septic Tank g-y/s;,FiN3 Type of S.A.S. 3 /-j •20 4c01 r{,CVk1j �✓id'��/�.J�(r✓�
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) /tVSV'G1/ 4 Ne.1 3-Jp}C
t-C4
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 th' oard of Health.
Si ed Date
Application Approved by Date �`Dl a
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
9
t4 ; }}
' � C?�
Noo. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes a,
Zippficatiou for -Misposal *pstrm Construction 3dermit
ra
Application for a Permit to Construct( ) Repair ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lqt No. I !�� l3 Jut 1�•r(�/N DO' Owner's Name,Address,and Tel.No.
MG(SAC+NS M'115 NOJCGM� �
Assessor's Map/Parcel q6 -G I
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�'� ��o.,�i�>� Sc�-boo—,�is'y FNS,�•r•-�rNS ����s
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 213`/G sq.ft. Garbage Grinder( )
Other Type of Building /rS/�.-n ! 1 No.of Persons Showers( ) Cafeteria( )
Other Fixtures .'
Design Flow(min.required) gpd Design flow provided gpd
Plan Date '2 Number of sheets =Z-- Revision Date
Title a
Size of Septic Tank Type of S.A.S.�Z N '?O Lr���/�t*t�iY S / ��/ I�(/✓�' , ,.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Nek s C� )IIX ��C� 3 SGO�`1ot�crJ
Date last inspected: v
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
Vompliance has been issued by this.Board of Health.
el Sig-ed / _ Date12
Application Approved by j Date
Application Disapproved by J Date
for the following reasons _
` Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS '
Certificate of Compliance
s THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( )
Abandoned( )by D,A ff
at /►`I I;li,� -ilrr.lr�11 (�Aas S�Ctr�� Air�16 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit Noy.- ,°.a�. .d x� ) ated
Installer Z). A -7�4ww riC Designer KCr'( +n t Wi1�C
#bedrooms Approved design ow_ b 3!_1 f� gpd
- The issuance of this perm''t shall not be construed as a guarantee that the system will f�m etion�as:designed.` I r
"�1 v
Date �e � `) �� � Inspector_,
nspector
Fee /V
P THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pst� Construction Permit
Permission is hereby granted for Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at /t l 1�.Kr fk{r)lN ( /�A 1 S'��i Na (u A S
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 ithin three years of the date of this permit`
Date / /�- Approved by
Town of Barnstable
ti °FIME Regulatory Services
Richard V. Scali, Interim Director
BARNSTABLE,
MASS, ��� Public Health Division
1639. Thomas McKean, Director
200 Main Street,Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: Sewage Permit# .2 — 13 6 Assessor's Map\Parcel G
Designer: erg;r►e�r''in�, tea r�(s, (�C . Installer:
Address: I W, Cro Address: °
sV-otck+e MA 6ZGY4 Me 02Gj"�-
On A Af was issued a permit to install a
(date) (installer)
septic system at 1 L( [j V'r l*(��M&� '0 F M . PA based on a design drawn by
(address)
/LI C , dated
i ✓ (designer)
1 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.c.
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 constructe ncc with the terms
of the I\A approval letters (if applicable) %OF
PETER T.
WENTEE m
CIVIL
Installer's Signature) NO.35109
RFO/STE4tti
(Designer's Signature) (Affix Designer tamp 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.
Q:\Scptic\Designer Certification Form Rev 8-14-13.doc
P •. C)5 7 THE COMMONWEALTH OF MASSACHUSETTS
6 BOAR® OF HEALTH
TOWN OF BARNSTABLE
Apphratiun for Di-tipmiu1 Works Tomitrurtitun rrrmi#
Application is hereby made for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal
System at:
..............................................C, , yoRy------...eon,1 !"�
r'Vition-Address A or Lot No.
Owner = O Address
.........S:��. XVF7-----A-7— !�4-0. ......................... --------------------------------
Installer Address a3 .7—zy
UType of Building Size Lot._................_..._.....Sq. feet
�-t Dwelling— No. of Bedrooms...... .. ...... _ _.-_-_Expansion Attic ( ) Garbage Grinder ( )
A.° lE_.�+q/ • No. of persons---- Showers — Cafeteria
p., Other—Type of Building 5/ __. . p (�) ( )
a Other fixtures ...... <sH6 ft ?s ._�/,5f j. e_ i e. � .r.�s't �Tr-•----•----•--•-•----------------
WDesign Flow--------- ...W..0--.___-_gallons per person per day. Total daily flow-... D-------------gallons.
WSeptic Tank—Liquid capacitv4 5W_.galIons Length----/°------- Width..s--_-.-- Diameter................ De th_...6........
x Disposal Trench—No. .....7:........ Width____�4 ._........ Total Length.-___3..;�__-___ Total leaching area___. 6_g...sq. ft.
Seepage Pit No..................... iameter--_-..-.---..__.-._. Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( Dosing tank ( )
Percolation Test Results Performed by---- 8 _/ .. .f�,� i97� F___-------------------- Date----711Yl�6__jj............
,4 Test Pit No. I---.-_-Q......minutes per inch Depth of Test Pit-------/3...._.. Depth to ground water..�/f.}----.--.--
44 Test Pit No. 2.......a....minutes per inch Depth of Test Pit-------43/.... Depth to ground water.... �R...........
P4 ---•"-•'--------------------------------------'•----•-•-----•-••-----•-•------•-..__......----•-•.........................................................
0 Description of Soil.._..�P �----'--..0." `z�-- P .F�!,C_.SO✓4- - 'S----7_._�7E1�.7a_.�GC�heS ..�S!trvc�--------
x
...................... ------------------------------------- ---
VNature of Repairs or Alterations—Answer when applicable.................................................................. ..........................
...........................................----•--_....--•-••-•----......-'••-••--•----•--•..•-••-----------------------------------'•---.....••-----'------......................-•.................--
Agreement:
The undersigned agrees to install the afore cribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Enviro me tal Code—The undersigned further agrees not to lace he
system in operation until a Certificate of Complia sued by th board of health.- lU �?
Sined X ---------- -- --- -- -- ----- ---------- ------------ --------- --------------
Dace
Application.Approved By --------.-- - ------.;z,--- ..�.
--._. .-. _------....._.........-'---...................'--'—--------- Dace
Application Disapproved for the following reasons- --------------------------------......---------------------------------------------------------------------------------....
----------------------- -------------------------------- ------ ------------------------- ------------------------------------------------------------------------------------------------------- ........................................
Dace
Permit No. --..-----.�---
. - .......................
- ................................................. ......
�-..-...��. ."7___--------...._-- Issued __
Dare
21
No...: ..__ :J _ Fas.......1 '..0.......
_ Y THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Applirativit for Biupwial Wurku C.a mitrurtiun rami#
Application is hereby made for a Permit to Construct ( ✓) or l-�pair ( ) an Individual Sewage Disposal
System at:
--------//Y_..,13,�. ,e7,/0,1 1---- r _.. sr ---...'-'r,.....s------------------------------------------------------------
�— L ition-Address f or Lot No.
Owner I 11 `/ C / Ij?a
- Address
- ------- -
•
1
Installer Address`
Type of Building g Size Lot____ 3 ay�--Sq. feet
I-, Dwelling— No. of Be<lrooms...I. ..' ____ _ _-__Expansion Attjc ( ) Garba e Grinder
Other—Type of Building /N• persons8 �' g ( )p-, yp g �����._�.-�._'.._.. No. of ______-____ �_�__r._._._. Showers (j) — Cafeteria ( )
P4Other fixtures ---_... c .. . •.!?� �rc,�.a¢•�sir. '� =
W Design Flow-___-___- ��___Y4'�1 .....� aIlons per person per day. Total daily flow __? �?�F----- _�� I g - - �- g. P P P Y• Y �-• --•-•-•-----•--...�gallons.
WSeptic Tank—Liquid capacity_/UrO./atlong7 L� _!fWldth��n' Diar et --'__-__--._. Depth................
x Disposal Trench—No Z_... .. Width /�� ._.____ Total=Length $ Total leaching are'aa "/6_S...sq. ft.
Seepage Pit 'No.......... .. .....�iam r.�l�� I�epth,lielow�irilet rr1 t�'`,�Total leaching are'a-_..........__....sq. ft.
Z Other Distribution box ( Vj Dosing tank )
Percolation Test Results Performed-b ;t'p . _ '.-,. .S, S�!�7 ....................... Date____ +//y -��
a P ,,Y�:�,. �p, �, � .r� . P In •` -•--�--�.--•----•--
�, Test Pit No. I-___--a......minutes,"er mch e th of Test Pit-_-____�3._.____ Depth to ground water__-&_,.?�-_-.----------
Test Pit No. 2.._.._..P-_-_minutes per inch Depth of Test Pit-------- /---- Depth to ground water.....-.Y/ice-_------------
x Description of Soil.....?f' !--•----0 -ia�---7�i', e� _. s L�. � '=- :../!2 .�Ta..CO�.�eS�--_ lrvc---------
t_.. ..S��e. -'S'' = -3li', .__ w�._t✓,isr,l . >** -------------------------------------------------------
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
-•-------•-•---------•---------------••••-------------•---------------•••--•-•-------•-•--••••••---•---•---•-•-----------------------•----..------------------------•-------------------------......•---
Agreement:
The undersigned agrees to install the afore scribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Enviro6 me r tal Code—The undersigned further agrees not to 0.1aceythe
system in operation until a Certificate of Complia e a. b ssued by Lhq board of health. K
.. ........ ---- --------- -- ---------- --------- ............... ------------ ----_e... ......
Application.Approved By ..........0 ..... .. ....................................... ...•- .....,. ...-.�..?�..^. . 'r'
y,/ f�,�'d Jr Date
Application.Disapproved for thGeJfollowing rearons: ............. .................... ..........................................
�,,, .
--------------------------------------------------------------------------------------------------------------------------- -- ------------------------------------------------------------------------ ---------------------------------------
PermitNo. .......... ..cif...- ..",7.---------- -------... Issued ....................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Tzrfi irate of TIIz1aptianre
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (x ) or Repaired ( )
by -..... . ...
-------------
Installer
at ---------- ......... P e 2o.Z tr �r ........ �d, t ........... ........ ............r.................................
has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ................................................ dated ...............................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY. e,
DATE..............................�..-�. - / .... Inspector Q ....:. a.__.,)
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
No.. `. .?. FEE .................
l e k n,a# " it "rrmit t
Permission is hereby granted-------- ------ -- ----------------•---------•--...----------•-•---------••......---_.-----
to Construct ( ) or--R.epai.r ( ) an Individual Sewage Disposal System
atNo...............................................................................................................................................................................................
Street qq�
as shown on the application for Disposal Works Construction Permit No._ ._.Q"_'_-_.l_,7_ Dated'...........................................
-•--•-------•--•---•-----• r41 r ........................................................
`J
DATE............. -------=�----------••......••----••. Board of Health
FORM 38308 HOBBS&WARREN.INC..PUBLISHERS
1
TOWN OF BARNSTABLE
LOCATION 1M� SEWAGE #
j VILLAGE ASSESSOR'S MAP & LOT d ez�
INSTALLER'S NAME&PHONE NO.
i -
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (siz �NO.OF BEDROOMS
BUILDER O WNER _
PERMITDATE: /r1-! 9f( COMPLIANCE DATE:,-
Separation Distance Between the:
j Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by 3s j
--
o 3 5
c-a
t
TOWN OF BARNSTABLE
LOCATION ./I�? � �� �, J �A SEWAGE '#.-qe)
VI LAGEE ASSESSOR'S MAP &_LOT\4 Vi, -l)(,gT
INSTALLER'S NAME&PHONE NO. � �--
SEPTIC TANK CAPACITY [6Q�0 qPfi—
111� T
LEACHING FACII.I'TY: (type) Vk)�W� N 'Z� (size
NO.OF BEDROOMS ,
BUILDER O WNER
4491DA
�\ ('ll�CND • _
PERMTTDATE:' 9� COMPLIANCE DATE:!" la,-�
F
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist t
within 300 feet of leaching facility) Feet
Furnished by :' � > �
-A c '35
o7
.� .,F- 14
�� L4d
M •�<
W
io JI Ca IE
/ZO c)/V m SW ilkiK�Ng . �00
V N 83'01 .34
ti 138.80•
.40T 33 ��
S.F b .0h yg MASS OP OED
POOL- Fr PINC
Cb
c lip
•" F MASS APPRovE9 SW
SE L� h�TcN chs�Ivir
o•,p� _ A _ .yr
TOWN of RARNSTARI F_ 7.0NING Viz.
LEGEND
-- B7 -- EXISTING CONTOUR �0 .-`�` LOC S
x 100.98 EXISTING SPOT.GRADE
E EXISTING ELECTRIC LINE
Wy EXISTING WATER SERVICEa t
G EXISTING GAS SERVICE / „
TEST PIT � s d. c tl
✓e0 w f bU � U �3
BENCHMARK
f
h PROPOSED S.A.S. LOCUS MAP
0 3-500 GALLON CHAMBERS
SURROUNDED W/4' STONE N $3'01'34" E
_ I a.5-0' \ GENERAL NOTES:
_ 10T AREA ' \ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
EXISTING S.A.S. - 23,3461S.F. \ \\ BOARD OF HEALTH AND THE DESIGN ENGINEER.
TO BE ABANDONED � \ \ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
-� x 94.A6 \ \ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
-- 7 -\ ` \ LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
BENCHMARK PUMP- 96,63 \ -310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL
EATER INGROUND 96.65 VEND \ 1) A 3' variance to the 3' maximum cover requirement, for up to
TOP CONC. BOUND SWIMMING \ \0 \x 91,7 6' of max. cover. S.A.S. shall be H-20 and vented.
EL.=98.25 96.87 POOL 04
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
+ .99 96,85 / +95A TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
Dc� 96.8 96.89 96.83 ? O :•.� l DESIGN ENGINEER.
x 92.98
• '� 1/ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
' E M6 a - FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
.1�• 97.BQ\x 96.91 :'�njh/�
d 9 4
N -t O +-95.91 ENGINEER BEFORE CONSTRUCTION CONTINUES.
9*93 SPIKE9,33 \ 7.39 `;; /
STRIP-OUT BOUNDARY 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
9az5 2'L 0 ° SEE NOTE 11
00.84 97.5 7' �' " '96.00 �h 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
100.25 x x 96.98 �9• �' � HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
66 9,28
100.
° cK 97.53 'I°c 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
100.53 + EXIST/NG q 97:40 NED 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
100.87 x 97.78 +
E E HOUSE 114 �N, 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
--E- �> AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
101,1 EM ER x 100,97 O.F.=101.8E \{99, �� DIRECTED BY THE APPROVING AUTHORITIES.
100.30 CBDH \''• 97.93
10 101.0 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
101,12 G 101.48 ~\+99•6 \ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
100.29 (M 101.53 \
CONSTRUCTION.
101,01 100.52 G 990 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
100.79 + .78 •� •• . • -.::.� J IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
s2 + 0.81 EXISTING SEPTIC TANK;;PAVED-;;^;:"';
100.15
•DRIVEWAY.;'" 1 TOP OF TANK, EL. = 94. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
_16> 9 x 100.96 9� :�oae1; 100.93 / 9.36 INV. OUT� 93.22E ��55 OF M Ass,�cy INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
t�O ,•;•, ;. �:, :.4 ;. �.
100.00
PK SET\ C9j PETER T. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
�� �\8g. :•'3,;.;.•. ;';: McENTEE � IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
100.70
.CIVIL
O 99.85 '100,65 0.27 NO. 35109 PARCEL ID: 46-67
x fclS1 ° PROPOSED SEPTIC SYSTEM UPGRADE PLAN
114 BLACKTHORN DRIVE, MARSTONS MILLS, MA
99,54 \, ,\\D 00.62 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
99.52 - Engineering by: SCALE DRAWN JOB. NO.
OWNER OF RECORD 99.59 HOLCOMB, CHRISTOPHER R Engineering Works, Inc. 1"=30' A.G.W. 111-22
PK SET P.O. BOX 509 12 West Crossfield Road, Forestdale, MA 02644 DAZE
CHECKED SHEET N0.
OSTERVILLE, MA 02655
(508) 477-5313 3/19/22 P.T.M. 1 Of 2
NOTE: TO PREVENT QREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL. 92.00 `
FOR A DISTANCE OF 15' AROUND THE q9.2 SHED
EXISTING SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. 47 6' 4
PROVIDE RISERS WITH COVERS OVER INLET & 'I
OUTLET MANHOLES SET TO 6" OG FINISH GRADE. INSTALL RISER & COVER PROPOSED S.A.S.
INSTALL RISER & COVER OVER TWO CHAMBERS AND
SET TO 6" OF GRADE ool
SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT _ �L
T.O.F=101.8t -----
F.G. EL.=96.5t VENT T 73 S, �8�•
F.G. EL.=99.Ot � F.G. EL.=98.Of � F.G. EL.=96.8f 33.5' 106,1
MAINTAIN 2% SLOPE OVER S.A.S. _-
L = 84' L = 13'
® S=1q (MIN.) ® S=1% (MIN.) 2' LAYER OF 1/8' TO 1/2"
4"SCH40 PVC 4"SCH40 PVC EXISTING
6" mm DOUBLE WASHED STONE
�c I ' '
6 ®aa�a®a (OR APPROVED FILTER FABRIC) HOUSE
14" 2' EFF. aaaaaBa
EXISTING 48' LIQUID DEPTH aaaaaaa -3/4" TO 1-1/2' DOUBLE 1(#114)
LEVEL ADD GAS WASHED STONE T O,F=101,8f
PROPOSED 4' 4.8' 4
BAFFLE INV.=92.17 INV.=92.00
INV.=93.22f D BOX EFFECTIVE WIDTH = 12.8' PROPOSED S.A.S.
EXISTING SEPTIC TANK (VERIFY) 3 OUTLETS INV.= 91.50 3-500 GALLON CHAMBERS
H-20 4 W STONE
500 GALLON LEACHING CHAMBERS SURROUNDED / VIIA
SURROUNDED WITH STONE AS SHOWN
H-20 RATED
TOP CONC. ELEV.= 92.6f
NOTES: BREAKOUT ELEV.= 92.00 ease
INV. ELEV.= 91.50 eases
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaaaaaaaaa
INVERTS, PRIOR TO INSTALLATION. aaaaaaaaaaa SEPTIC LAYOUT
BOTTOM ELEV.= 89.50
2) D-BOX SHALL BE SET LEVEL AND TRUE TO 4' 3 x 8.5' = 25.5' 4'
GRADE ON A MECHANICALLY COMPACTED STABLE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5'
BASE OR OR SIX INCH AGGREGATE BASE, AS PERVIOUS MATERIAL
SPECIFIED IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W.
LEACHING SYSTEM SECTION
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
BOTTOM OF TEST PIT, EL.=85.0t z
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE EST. HIGH GW IS BELOW EL.=84.5
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ®®®® 0
SEPTIC SYSTEM PROFILE fie 3 3 ®®®® a 37"
� W ®®®®®®®®®®®
N Z ®o�®®®®®®®®
SOIL LOG
DESIGN CRITERIA DATE: JANUARY 25, 2022 PERC#22-9 102"
SOIL EVALUATOR: PETER McENTEE SE-1542
WITNESS: DONALD DESMARAIS-HEALTH AGENT 4" KNOCKOUT
NUMBER OF BEDROOMS: 3 ELEV. TP-1 DEPTH ELEV. TP-2
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DEPTH 20" DIA. COVER
96.0 0" 96.5 p"
DESIGN PERCOLATION RATE: <2 MIN/IN 93.0
FILL FILL 4" KNOCKOUT 4" KNOCKOUT 58"
DAILY FLOW: 330 GPD qb 36" 94.0 Ab 30"
SANDY LOAM SANDY LOAM
DESIGN FLOW: 330 GPD 92.5 10YR 4/2 10YR 4/2
GARBAGE GRINDER: NO-not allowed with design B 42" 93.5 B 36" 4" KNOCKOUT
SANDY LOAM SANDY LOAM
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 10YR 5/6 10YR 5/6
91.0 gp" 91.5 60" 500 GALLON CAPACITY, H-20 LOADING
.74 GPD/SF CI SILT LOAM CISILT LOAM CHAMBERS
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 10YR 5/4 10YR 5/4
PROPOSED D-BOX: 1 INLET, 1 OUTLET (MINIMUM), H-20 RATED 89 0 C2 s4" so.o C2 7a"
USE 3-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES M-C SAND M-C SAND
2.5Y s/s 114 BLACKTHORN DRIVE, MARSTONS MILLS, MA
SIDEWALL AREA: 2(12.8' + 33.5') x 2 = 185.2 S.F. 2.5Y 6/6
BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:.............................................................. 614.0 S.F. 85.0 132" 85.5 132' Engineering Works, Inc. N.T.S. A•G•W 111-22
DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
PERC RATE: < 2 MIN./INCH (508) 477-5313 3/19/22 P.T.M. 2 Of 2
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� 11, THIS PLAN IS FOR' THE DESIGN AND CONS TR UC T I ON I I I I .1 BE I LEVEL . I � ! I . I I I I INVERT 'IN SEPTIC TANK: - 96,,o 0 BEDROOMS AT ,/I O'G.P.D. PER � I '' I I I�.", � I
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. J. ,ALL' CONSTRUCTION METHODS AND MATERIALS AND � . I I � I � Vfimmicwiiml!� 3 OUTLET CHAMBERS W13.5' STONE AROUND - I I 1%- NIA � - I I , 11�I'�__
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� CONFORM TO MASS.' D.E.P. TITLE 5 AMD LOCAL I 1 . I : I . I � \ 11 I I .1 I I I � � I I ". � I � I I ..",
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I I BOARD OF HEALTH REGULATIONS. . � I � SEPTIC TAN. 6* CRUSHED STONE RASE I I N I \\ . BOTTOM OF TESTHOLE #/: 86.8 $OIL ABSORPTION SYSTEM REQUIRED. :' ' 1, .� �, _. 1. 'I,-
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1 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER - i \ . \ � $OIL �TEXTURAL CLASS - I I � , � I �
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I AREAS SUBJECT TO 11 I I I � �11� - " � \ . � - I " I . 11 11
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I . THAN J* .IN DEPTH SHALL 'BE CAPABLE OF WI TH- I I � % I \ - . I *�', � \1% - 1. I 330 GPD /I 0.74 GPDISF- 446 S.F. REQUIRED , I �
1.I -1 .1 � I I I . \ : I 11 . . I _�N 1% I I I I I �l I I I I . I - I I I _� 11,,1� " I
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L BE SCHEDULE 40 OR I . I I I %% . \ CHAMBERS W13.5'1 STONE AROUND.' A-468 S�.F. �, :', �,� �':
APPROVED EQUAL. I 11 - I I I I I - \\ I I \\ \ I I \\ ,,,-, - I I " "I I , I I I I � I � � I I I � _11
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