HomeMy WebLinkAbout0039 WINDLASS LANE - Health 39 Windlass Lane
Centerville
A= 192—073
5 M E A D"
No.2-153LOR
UPC 12534
wmd aom • wd.ln USA
OII�t�M11i�RT11E
NtR11D1iiAY
wYw�oa�000
No. ,� � 1
Fee `
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipplitation for Misposal *pstrm Const union Permit
Application for a Permit to Construct(4-1f Repair(If—[Jpgrade( );Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.3p Wl�l SAS Kral/= Owner's Name,Address,and Tel.No.
C ErrrF��<ir�� C3 raexv l36ssg_
Assessor's Map/Parcel `902_ 71
A
Installer's Name,Address,and Tel.No.wB`YZo-T7.r Designers Name,Address,and T 1.No.3 08 6G77-S 3�3
✓osetah OL 16~5 Lvo-H C s
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures 22
Design Flow(min.required) 37 y gpd Design flow provided 3 S S 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) jCyJ gj5gff /�_oGU 0,-- 37 161 0..S l611'�� �_ (5 ffG
�S �yt T� lll0 3'y�o�! � (='v'�la /S"a o �,� ��,�s ram.
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.Signed Date O —C-/
Application Approved by Date /G
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No. 7 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
application for Bisposal *pstem Construction Permit
Application for a Permit to Construct(C-� Repair(G)—iJpgrade( ) Abanb '( ) [:]Complete System ❑Individual Components
Location Address or Lot No._?y U///'I 4S.S L 4,ilr Owner's Name,Address,and Tel.No.
G '/////Assessor's Map/Parcel /e/ _ E��� .
Installer's Name,Address,and Tel.No.S pG-4/1 D-�l J 3�` Designer's Name,Address,and Tel.No.
Z1e -t'rl., �7
%/ -/4121vY/e c� f'2�v1 5 ew/S v/,/�6' /7
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building _ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ?j '7j y gpd Design flow provided 3 S 5 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) 1-4 f-2 S 141 e-
L144/ W1/11 A/ir '/_0//,- G 6 1- - / 51/2(J /Az /2/ra S-Tir V �yT/C T�s//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 Health..
Signed �. o/l� `�� Date /d — Gf ~ �/
Application Approved by Date /G-' 0
Application Disapproved by Date
y_
for the following reasons
} Permit No. --4--�i` 20 Date Issued /d— q—1 1
--------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(L)_ Repaired Upgraded( )
Abandoned( )by
at ?�Z /,L/a/c j,15 S K_'1--,47-1_-11 V1 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.070/ — 3 dated
Installer Z� Designer
#bedrooms ? J Approved design flow S `j gpd
The issuance of this permit shah not be construed as a guarantee that the systen{'will'fun do a designed.
Date Q / Inspector
- --------------_------------------- ------------------------------
�of _ 3�°Y
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal .pstem Construction �ermit
Permission is hereby granted to Construct Repair( Upgrade( ) Abandon( )
System located at /?y G///✓/�/�r s S �J ry
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. ~ S
Date f u ( Approved by " Ago
111/19/20 11 1.21.'5.E. 5e9477-rS'J-'4' EHGI�-IEEKING WORKS PAGE 01
Town of Barnstable
Regulatory Services
Thomag F.Geikr,Dimetor
Public Health Division
Thoma MeKoan,DirWar
- 200 Main Weet, Hyannis,RIA 02601
Office: 308-962-4644 Fax- 50#-7W6304
Date:— .1 sewage perwito_20J Z-
,f A.%usser"s Mzp!Pxrcvt Iq Z '? -7,
&
Dalgaer: Installer:
Add rmz
6 7-C,4 r
r was issued a pcmit to install as
septic srystcrnat based on a design dira-t-vn by
(address)
TM4, e '9 �' 3)
T certify that the septic system refeienced above., was mstalled substantiall acccMhng to
the design, which niay include ininor approved changes such as io"Cation of the
�e ww� inspected and the m-41s
distribution box and/cv septic tank. Str1pout (if i qu red)
wete found satisfactory,
I certify that the septic, system refcrenc.ed im.Yve was installeJ with,Major changes {i.e.
greater than 10' lateral ivIxation of the SAS or any v ft- cal relocation of any component
of the septic system)but in accordance with State& Local Regulations. Plimi revision or
vvrfifieAl as-built by designer to follow. Stripwut(if required) w xed aud the soils
ivere 1bund satisfactory. fA OF
PETER T,
)or'- 10-laturef MCE CI NTEE
VIL
01.3 log
(Desigaezr's signature) (Attu Design
lu TQ_gM_NjUJBL% PUBLIC HEALTH DMSION.- CERTMCATE
OF C01%1IPL1AN(,E VVILL NOT BF, DO H THIS fenuML111, ARD 44-V A,
HT C D8YTURA N
THANK YOU,
c TOWN OF BARNSTABLE
LOCATION 3 9 W lh P L/9SS L.44Y5 SEWAGE# 2,01/
V4LLAGE ASSESSOR'S MAP&PARCEL /9�- 7�
INSTALLER'S NAME&PHONE NO. 5708 y20-973g Jb5e,dW4 r 5
SEPTIC TANK CAPACITY /SOU 81,yjr/G Teol—,
LEACHING FACILITY:(type) AD 561, h`L d"/(size)
NO.OF BEDROOMS �nn
OWNER i3ryGl: 17 ASS g .
PERMIT DATE: /0 - 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) ✓f� Feet
FURNISHED BY 74M40W-1
v
Qi i3pc<<
V O
� F
V'
O
d
TOWN OF BARNSTABLE Q
LOCATION 9 4,ii'k7,1 55 /Z� SEWAGE # " 7 <J7-
VILLAGE Cam,,/G'--v /�c�_ ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. ,� - Jr/ GCr if7�r�f`5
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER O OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
2Z o
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certiftra e d C antylittuee
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( xx)
by J.P.Macomber Jr.
.......In............... ---'--........--'---
at ...39--.Windlass Lane Centerville
..-'--'..............'. ...........---'---...............'---'.- ----------- --........
has been installed in accordance with the provisions of TITLE f he t te-F- ironmental Code as escrib� i
the application for Disposal Works Construction Permit No. ... � - �. dated .....�-,//..) .. ---.....c�--.-�-
THE ISSUANCE OF THIS CERTIFICATE SHALL NO T BE CONSTRUED AS A GUARANT, KZT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE..._......... <---- 4...."' .. Inspector ....... G ✓�"�' --->
V
THE COMMONWEALTH OF MASSACHUSETTS ^,
BOARD OF HEALTH
TOWN OF BARNSTABLE
30.00
No....;.. FEE.... ...:.-•--•-••-----
Disposal loorks Tonotr ian "pamit
J P Macomber Jr.
Permission is hereby granted.... ---'....' .............•• ----
to Construct (� ) or Repair (XX)`K an Individual-S wage Disposal System
at No......39- Tindlass Lane Centervil�.e......_.. ............... � �
.......................'-••-•..••••...... ...:._....- ...... .............
as shown on the appli tion fo Disposal Works Constructio erstrttNo.�O ated..___ S/__ . ../ ....
n 9 Board of�Health
DATEd� �-...r----••------•---......
FORM 36508 HOBBS&WARREN.INC..PUBLISHERS
No. _..... Fss..�......C.C C..
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
TOWN OF BARNSTABLE
Allp iration for Elisposal Works Tontitrnrtiun Frrutit
Application is hereby made for a Permit to Construct ( ) or Repair (XX) an Individual Sewage Disposal
System at:
39 Windlass Lane Centerville
Bruce Besse Location-Address or Lot No.
Owner AWdress
a J.P.Macomber Jr. .------- ..........
-- --
Installer Address
U Type of Build bt Size Lot............................Sq. feet
.-� Dwelling"No.No. of Bedrooms.............3............................Expansion Attic ( ) Garbage Grinder ( )
a`4 Other—T e of Building No. of persons.................•..._.._... Showers
YP g --------------------••------ P ( )--- Cafeteria (---)-
Other fixtures . •-------•------•--------------------------------
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter-_-_-___-__--._. Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by................... ...................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
rXt Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
19 . ••••-••••••-----•----•--••-----•-•--••••--------•-••••-••-----••--•-•------•-•--•---•...•••--•--•---.........................................................
0 Description of Soil............ .......................................--..............................................................................
V ---....•----•-•----...---••=...........=.....-••••----------•---•--•----•••-----•-••----•--------•••-•-••--•-•-•----•---••-•••...._...._
W
x --------------------------
U Nature of Repairs or Alterations—Answer w en bl. __
-1� ��alion._.2ea�i� n� pit
------------------------------------•--------------------•-•--......--------------------•--•....-----•------....-----------------------------•-•-------•-----------------..............................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has be n i u�eed y the board f /aItSigned .�f/G •----- ---- ---- -------1:�/23/9�----
Date
ApplicationApproved By --- - -- ------ -- ---- --------- <---.. . -- . .....................................--------------------- ....-- . ....---...........
Date
Application Disapproved for the following rear s- ------- -------- --------------------------------------------------------- ..............-- -- -- -- --------
------------------------------------------ -- -- --- ........................................-................................ ------- . ......................................
Permit No. �b ------------ Issued (�_ ��
!IR 7----------------'---- -- ---- ---- {/�/ - ----- -------------------Date -
� ate
i
f `
��
$ 30.00
No.-7•--•---....._...r. • �� Fps:.............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
App iratilan for Ui"noaal Works Tonstrnr#iun Vamit
Application is hereby made for a Permit to Construct ( ) or Repair (X15 an Individual Sewage Disposal
System at:
39 Windlass Lane Centerville................... ...... ........----•••-••-••------..............
Bruce Besse
Location-Address or Lot No.
Owner Address
WJ.P 1vla c Qmb e l - ........................................................
Installer Address
a, S feet
Q Type of Building- Size Lot___________________________ q.
U Dwelling 1—t No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
PL4Other—T e of Building ............................. No. of persons............................ Showers — Cafeteria
aOther fixtures .......................••-•-•-•.••••. .
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
1:4 ,:Septic Tank—Liquid capacity............gallons, Length-----------_.... Width................ Diameter................ Depth................
W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
x.�
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of'T`st_Pit �/1/0 � Depth�'t.ol ground water
44 Test Pit No. 2................minutes per inch Depth of TestPit _•.__. D-eptli%to aground water.......................
C4 ----•-•••---•••••••-••-••-••---------•---------------------•--•....•------------••-••---•-••••-•--•--...---•-•--..._..._... ................................
0 Description of Soil............. _ f —
ganef'--�...Uravel-------------------------------
U --•.....••---••••-•••••••-••-•-------•......-----•-••------•-------•-------------•-•••--................•--•-••-••--•---•--•---------•••.._..------•-•....------------....--•------•-. . ---
W ------------------------•--•----------•----••-•••---•-••••-•--••---••---•--
v._....
U Nature of Repairs or Alterations—Answer when pp i ble.-_�. _._..__ _______________________________________
1-i �6 gay.-.on---ieacli1rig--piL.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been is ued Py the board f healtl�e
Signed 10/23/90 �1
Application Approved By --.......- ... ........ ..<.... � .._.. ," I+-.Date�
f Y��
Application Disapproved for the following ream. .. ...........................................` 1 ..% -"tl r .•
! t ',fi.• 1K• a� . ., .... .................
_ F
J dM /f/%/
.... r ^`j �J Is
Permit No. sued. f t .. ,tj
ram. T ... .....
... ..............................
f � �
`l. 40 MIL POLY LINER LEGEND C° n Crosby Rd N
INSTALL BETWEEN SEPTIC opF r a
TANK AND CELLAR WALL - 98 -- EXISTING CONTOUR voN.ron Pen Ln
P°��<n� c �b
�12 (LT 6) x 100.98 EXISTING SPOT GRADE
pg 236 pG EXISTING CESSPOOL W EXISTING WATER SERVICE Sao°°4 °�"°� .�"a �`F �' a d
TO BE PUMPED, FILLED .WITH
EXISTING CESSPOOLS SAND AND ABANDONED G EXISTING GAS SERVICE
TO BE PUMPED, FILLED WITH � -O:H:W.-OVERHEAD WIRES
BenckmOrk N
SAND AND ABANDONED.
C �
IS TEST PIT
NOTE.- MODIFY INTERIOR PLUMBING TO Outside Bulkhead Corner
EXIT HOUSE AT REAR OUTLET EL.=100.65 (Assumed) �- BENCHMARK y LOCUS
LOCUS MAP
x _'63 �
$113'17'30" W
1 � 707 NOT TO SCALE
�1- 99. 4 \ 0 175.00' chain fence x 101,74
T_� /
x 99,9{� 10 ,180 + 100. \��
GENERAL NOTES:
'f 9.37 \ o
+ 9 .30 O N 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
y U1. ; 707 BOARD OF HEALTH AND THE DESIGN ENGINEER.
SHRUBS q'. . . . . 100,11 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
PA TlO OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
\� LSHR BS r l I I I LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
j 1 16. __- -4-1-�a -310 CMR 15.405(1)(a)&(b):
l EXISTING SEWER
OUTLET INV.=98.4t m ; } 100, 1 IeLJ 1) A 5' variance, septic tank to cellar wall, fora 5' setback.
u1 ; co Qr ; I ' 1 ICI I'0 2) A 1' variance to the 3' maximum cover requirement, for 4' of
00 m ,EX/STING GARAGE I I I C max. cover. S.A.S. shall be H-20 and vented.
�,c �p 0C / F� I�1`l 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
o # 99,27 (HOUSE(#39) ( I I Igl I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
N 100.6 T.O.F.= 5f + 100,16;
I I I I DESIGN ENGINEER.
tv 100. 2 TP-2L 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
'100,25 , 100.22 17' 3 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
m
., ENGINEER BEFORE CONSTRUCTION CONTINUES.
:TP-1 ® dC145. ALL ELEVATIONS BASED ON ASSUMED DATUM.
SHRU S + 100,41 co p 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
0 9,90 SHRUBS O THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
Z 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
x 99.80 3 PAVED; o 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
+ 99,56 i�LOT 6
DRIVEWAY: o, 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
APNI 192-73 100, 4 a, CHARCOAL
°i VENT AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
115,983 S.F.t DIRECTED BY THE APPROVING AUTHORITIES.
I x 100. 4 100.68 +4 0.99 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
I_ L=54.82' -- --�0� i CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
R=29 86' _ �� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
hage -'101 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
JJZPI 0.00 '} 99,88 LAMP �� 100.47 . 98.00, \ INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
�� GS❑ .. 19 59,18„ 64
:100,30 . TAKE
�� 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
� . E �l
99.73 BN edge of 100.57 S IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
99 33 Povement E❑L1 34 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH
99.80 � �0.; ���107 PERMIT FROM THE LOCAL MUNICIPALITY IN WHICH THE WORK IS BEING
Benchmark No.2 4 PERFORMED.
CENTER OF CATCHBASIN 99 O�pK SET �P��� �F MAssq�ti PROPOSED SEPTIC SYSTEM UPGRADE PLAN
EL.=99.33 (Assumed datum) WINDL A SS LANE 100.00 100,09 o PETER T.
McENTEE 39 WINDLASS LANE, CENTERVILLE, MA
CIVIL 35109
o Pre
. pared for: Bruce Besse, 39 Windlass Lane, Centerville, MA 02632
OWNER OF RECORD �o Engineering by: SCALE DRAWN JOB. NO.
R£GIS1E� `�
FORASTE, KATHLEEN C of 1"=20' P.T.M. 190-11
39 WINDLASS LANE PLAN REVISION SS/ F,N Engineering Works, Inc.
CENTERVILLE, MA 02632 9/23/11 1) SOIL LOG ELEVATION CORRECTION 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
2) REVISED TO 3 BEDROOM DESIGN FLOW-ORIGINAL PERMIT q �3 jj (508) 477-5313 9/20/1 1 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL.=97.3 O 5.4'
FOR A DISTANCE OF 15 AROUND THE O
' PERIMETER OF THE S.A.S.
_ J8
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S 5 8'
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT 11 18.1' ---,
OUTLET AND SET TO 6" OF" FINISH GRADE SET TO 6" OF GRADE
T.O.F.=100.65 CHARCOAL / 1
:11EXISTING SEWER
F.G. EL.=100.3t F.G. EL.=100.2(MIN.) F.G. EL: 100.2f ( ) j/ ��' I >-0
F.G. EL: 101.3 MAX. VENT 1
OUTLET INV.
MAINTAIN 2% GRADE (MIN.) OVER S.A.S. EXIST1 GARAGE ino 1 N
L = 11' L = 70' 9wmA INSPECTION HOUSE #3
® S=1� (MIN.) ® S=1% (MIN.) ® SL1% ?MIN)* PORT T.O.F.=1091
4"SCH40 PVC trl.o.ov TOP OF TANK=98.82 u•LD.ou 4"SCH40 PVC 4"SCH40 PVC ~_18.5 -
---�
3 I--11.3'--I
I _
�D 40" LIQUID LEVEL i4' a 10.75" TO
INVERT
ADD
GAS BAFFLE INV.=97.17 PROPOSED INV.=97.00raffiffiffl
ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0'
AtWBOTT. OF TANK=94.57 INV.=97.90 D-BOX INV.=96.90SOIL ABSORPTION SYSTEM (PROFILE)
PROPOSED 1500 GALLON SEPTIC TANK 4 OUTLETS (MIN.)
FRALO ST1500 GALLON PLASTIC TANK
INV.=98.15
TIE IN TO EXISTING SEWER. OUTLET AT ESTABLISH VEGETATIVE COVER S.A.S.LAYOUT
BACKFILL WITH CLEAN NATIVE OR
HOUSE AT, OR ABOVE, INV. EL.=98.40 PERC SAND TO TOP OF CHAMBERS
21" 6-4" POLYSEAL OUTLETS
NOTES: BREAKOUT=TOP 2" 4- 2" 1-4" POLYSEAL INLETS
1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TOP ELEV.=97.33
TRUE TO GRADE ON A MECHANICALLY COMPACTED INV. ELEV.=96.90 i
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN O O
310 CMR 15.221(2). BOTTOM ELEV.=96.00- ' U.) N
2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF 2.83 o
3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' ISTIN i4 w
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. EXG SUITABLE Top View D-BOX Section
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE NO G.W., EL=89.3 z MATERIAL
INVERTS PRIOR TO INSTALLATION. USE 4 ROWS OF 5-ADS Arc 36HC UNITS WITH NO
SEPARATION BETWEEN EACH ROW & NO STONE 63.25"
SEPTIC SYSTEM PROFILE TYPICAL SECTION
16"
N.T.S.
DESIGN CRITERIA
SOIL - LOG 34:5"
DATE: JULY 26, 2011 (REF#13,356)
NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE
SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT TOP VIEW
ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 60"
DESIGN PERCOLATION RATE: <2 MIN/IN 11 END CAP END CAP
DAILY FLOW: 330 G.P.D. 100.3 A 0 100.3 A O FRONT VIEW SIDE VIEW
SANDY LOAM SANDY LOAM END CAP
DESIGN FLOW: 330 G.P.D. (as approved) 99.8 B 10YR 4/2 6 B 99 8 10YR 4/2 6., REAR/TOP VIEW
GARBAGE GRINDER: NO NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
SANDY LOAM SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
LEACHING AREA REQUIRED: (330) = 445.9 S.F. 97.3 36" 97•5 34"
10YR 5/8 10YR 5/8 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
4640 TRUEMAN BLVD
.74 C 1 PERC C 1 HILLIARD, OHIO 43026 Arc 36HC DETAIL a
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 36'/48" _ ADVANCED DRAINAGE SYSTEMS,INC.mu.
UNITS MUST BE STAMPED H-20
M-C SAND 2.5Y 6/D
93.5 >20� GRAVEL 82
PROPOSED D-BOX: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED 2.5Y 6/4 93.3 >20% GRAVEL PROPOSED SEPTIC SYSTEM UPGRADE PLAN
„
USE 4 ROWS OF 5-ADS Arc 36HC UNITS WITH NO C2 C2 84" 39 WINDLASS LANE, CENTERVILLE, MA
SEPARATION BETWEEN EACH ROW & NO STONE M-C SAND M-C SAND Pre pared for: Bruce Besse, 39 Windlass Lane, Centerville, MA 02632
LF BOTTOM AREA: GENERAL USE APPROVAL FOR 4.80 SF OF UNIT 2.5Y 6/4
( / ) 10% GRAVEL 10% GRAVEL Engineering by: SCALE DRAWN JOB. N0.
(Arc 36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF 89.3 132" 89.3 132" Engineering Works, Inc. NTS P.T.M. 190-11
DESIGN FLOW PROVIDED: 0.74 480.0 S.F. = 355.•2 G.P.D. PERC RATE <2 MIN/IN. ("C" HORIZONS) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
( ) NO GROUNDWATER ENCOUNTERED (508) 477-5313 9/20/11 P.T.M. 2 of 2