HomeMy WebLinkAbout0075 ELLIOTT ROAD - Health I 75 Elliott .Road, Centerville
248-284 —
No. 42101/3 ORA
ESSELTE
f
10%
0 0 0 0
r
` No.C7`��CJ // Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_LZ,
PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01ppliLatlon for Misposal *pStem Construction permit
Application for a Permit to Construct( ) Repair(V5 Upgrade( ) Abandon( ) ❑Complete System [Individual Components
Location Address or Lot No. $0 Q,%o}! Qioo d Owner's Name,Address,and Tel.No. fgCj y t 70"n5 �ow
Assessor's Map/Parcel ey e 1 2 51 0,0 4,,kv,ow IK&.
Installer's Name,Address,and Tel.No. (>$6 fc,Xcaua'Ao o� Inc• Designer's Name,Address,and Tel.No. � co-
�1y Rock 13o Sandc i��� Mo. go$ • yam•0(053 1$$ Geo (Zydet ?,a S Chothoa�n SOCA. &+ 0$9V
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size k�, g 0 o sq.ft.+� Garbage Grinder(No)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 30 gpd Design flow provided 3 30 _ 0 4 gpd
Plan Date 3 t3 ne- B 1,0 2 O Number of sheets t Revision Date
Title
Size of Septic Tank 9_%is 10 00 akko n Type of S.A.S. (-I) 5oo qo�\or% chambers
Description of Soil See, p\0a41S
Nature of Repairs or Alterations(Answer when applicable) o,tk nQQ A-boy. 2
CV-Drnbers v.wl S-4-o�e.. �.onnQo� �o ¢Xi5}in� kQoo aotlo,��}ic �rnnk-
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 ealth.
Signed Date It I ZI 0
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit Nor:-:; Date Issued
A.
No.r,—We ^y// Fee / `!
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION=1TOWN OF BARNSTABLE, MASSACHUSETTS Ye
Plitatio"n for oispoBal 6p%trm Construction Vermit ,
Application for a Permit to Construct( ) Repair(V, )"Upgrade(" Abandon( ) ❑Complete System ❑,i Individual Components
Location Addressor Lot No. �U 1\'�o#� 1,1,oc,,ct Owner's Name,Address,and Tel.No. Mor ct 't ' acne 5 1 %
Assessor'sMap/Parcel Cena-ew,lf �, �g f {{ c0 4t\.a ��tt• . (en�e�u,itQ, ,,�
Installer's Name,Address,and Tel.No. f j Cx(two,Vk o Designer's Name,Address,and Tel.No. � c o-"Te c v,
nbuke kSo Sandw�e�_ Mc (I t,4.0(D47, u IZycle Cha4hc,+v-, "502. 31111• 02Iq
Type of Building:
Dwelling No.of Bedrooms +�� g ,3 Lot Size �`�� g 0� sq.ft. Garbage Grinder(lvo)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
r.a
Other Fixtures
Design Flow(min.required) 3�j0 gpd Design flow provided 3 0 , 0�� gpd
Plan Date - u r,e B 20 7-ro Number of sheets 1 Revision Date
Title
Size of Septic Tank W O O o r\!o n 1 Type of S.A.S. ('1 ) 5-0 c,
Description of Soil 5Q e• P\a n 5
Nature of Repairs or Alterations(Answer when applicable) �f; _,k oA V)C�-3 rl,-Vo o x a,,_t 2> s o o n c�J tlrl
C,.1r,c•n� tS Vvt Isiac)c. • �AOner� }t C�X;��lr+r k000 a0.11o-, '_yeoiI rkrik
J
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 ealth.
Signed Date 112'ul
Application Approved by Date)
Application Disapproved by Date
for the following reasons W
Permit Nor
�� Date Issued
- - - - - -- . - -----•--------—-•- ------- -- ------------- ----•---•-•- ------------------------._
{
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(,/) Upgraded( )
Abandoned( )by Qj
at tE i,.o a ct has been constructed in accordance { 1
with the provisions of Title 5 and the for Disposal System Construction Permit N )-r," dated
Installer '� (ey x [aJc�� or ic;c• Designer EC.- 7e c ln
#bedrooms Approved design flow '11>U gpd
The issuance of this ]elrm't shall not be construed as a guarantee that the system will f mcf onas designed. J �
Date -1 t Inspector ,�_
---------- - =.. - _._- ..__ -_ ---------- ----- - - -- -- ----------- ------------
No.ji '7 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS
Disposal 6pstem ConstCUrtion permit
Permission is hereby granted to Construct( ) Repair(f) Upgrade( ) Abandon( )
System located at 000 Fti;c,4 KOC? 6
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
/m��ujj stJlie completed within three years of the date of this permit. - -_
Date X-) ( T /� % Approved by
_ Town of Barnstable
Regulatory Services
Richard V.Scali,Interim Director
MRNSTADM
b i6 S. Public Realth Division
erfo . Thorims McKean,Director
200 Main Street,11yannis,MA 02601
Office- 501£-8624644 Fax: 508-7`0-6304
Installer&Designer Certification Farm
Date: 2/17/21 Sewage Permit# _Z_p7p•„t L Assessor's Mop\Pnrcet 248/251
Designer; David D. Coughanowr RS Installer: ¢. ._CAggQ_�Aao�
Address: 155 George Ryder Rd South Address: ty .'t-tc► rc�s�.t�._
Chatham, MA 02633
On i 2.2 -zo Exc yaLo n was issued a permit to install a
(date) (installer)
septic system at 80 Elliott Road based on adesign drawn by
(Address)
David D. Coughanowr, R.S. dated. 6/8/2020
(designer)
X I certify that.the,septic systettt.refereaced above was installed Substantially according to
the design,which mnys include minur:;apprmed changes such as lateral relocation of tine
distribution.box €tnd/or,seiltic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of'the septic system)but in accordance with State&Local Regulations. Phan revision or
certified as-built by designer to follow. Strip out(if required)was inspected and tite soils
were found satisfactory.
I certify that the system referenced above was constructed in compliance with the terms
of the AA approval letters(if appReable)
Dt,MC3
W,.
(Installer's SignaturV I OUG MA
t0WR
D HANO
No, 1093 'UG �isR
(Designer's Signature) miner's Sta
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS i?OI2M AND AS-
BUILT CARD ARE RF;CEIVF..D BY THE BARNSTAB[E PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\SepEuaDcsignr_r Gcnification,Fonn.ttev S.14.13.doc,
TOWN OF BARNSTABLE
SEWAGE# 9-Z 303
Ed cAnON �—
LAG �40<7)�, It � / ASSESSOR'S MAP &LOTZ y
VIL
�
INSTALLER'S NAME&PHONE NO.
SEP"I'IC TANK CAPACITY Q v �
LEACHING FACILrN: (type) 3= oys s (size)
NO.OF BEDROOMS 3
BUILDER OR OWNER
L
PERNIITDATE: �7 COMPLIANCE DATE: I
Separation Distance Between the: Feet
Mauumurn Adjusted Groundwater Table and Bottom of Leaching Facility
Pccvate Water Supply Well and Leaching Facility (If any wells exist
Feet
t. :.on site or within 200 feet of leaching facility)
Fdge'of Wetland and Leaching Facility(if any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by
,, 9gz n� hi s
' a:
h/ ,0r
I
I
No. / O /U.-,.it p Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
es
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
0[pprication for �Diopaal *pgtem Conotruction Permit
Application for a Permit to Construct 4- )Repair( )Upgrade( )Abandon( ) El Complete System O Individual Components
Location Address or Lot No., j07.- ,Z7j L j 0—Tr PQ;;�, Owner's Name,Address and Tel.No.
.z A L�ca c4 ll l Alo S
Assessor'sMap/PazcelA �Rom` �,! c�G `4/NA ydQ_ ��077
e/8_ �. T � (,
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
S'rJl—Q .�auS7-j Alb
Type of Buildin .
Dwelling No.of Bedrooms 3 Lot Size A,187-- sq. ft. Garbage Grinder(IVP
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 gallons per day. Calculated daily flow 3 3 0 gallons.
Plan Date 5t Se k%°{ /!IV Number of'sheets ea Revision Date
Title
Size of Septic Tank 1 ,500 Type of S.A.S. Soo Gu fJh 14CV Ie_ C W+ S
Description of Soil S eC 4 737 3
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 Certifi-
cate of Compliance has bee . sued b s and of alth.
Signed Date
Application Approved by Date
Application Disapproved for the ollowi reasons
Permit No. Z O Date Issued
No. �7�. Fee 06
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ,Yz
Application for Migaar *potem Congtraction Permit
Application fora Permit io Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
��8y El z
Location Address or Lot No./
o- r P,);;" Owner's Name,Address and Tel.No.
Ntck 'La.9vgb1NoS 1
Assessor's Map/Parcel 13 �4 N�.�k L IV
y8—ZVT a we- `/o cl7
Installer's Name,Address,and Tel.No. Designer's Name, dress d Tel No.
��. YY4AJCP2 vry y CsvLT�9A1?S'
a�s�Y� 7�d��
M ct rs7rr+,S M�l l� /y1 rP '�✓e��—Ov S�'
i
I ♦ Type of Buildin .
Dwelling. No.of Bedrooms 3 Lot Size IAj 0 87'" sq.ft. Garbage Grinder(;N)
i Other Type of Build)ng F r r< No.,of Persons',/, f Showers( );Cafeteria"(
Other Fixtures ♦ j I ` "�
Design Flow �` / f "' gallons per day. Calculated daily flow 3 3 G"� gallons.
Plan Date 5 t S w 1,9 N Number of sheets oZ Revision Date
Title 1 -J--
Size of Septic Tank I S O y Type of S.A.S. 3' Sow
Description of Soil See Q 1 a,l_/ p# 7.37 3 t`
j
Nature of Repairs-or Alterations(Answer when applicable)
Date last inspected:
Agreement: `` ~-
i
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
r in accordance with the provisions of Title 5 ofrthe Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has bee ' sued b s oard of alth. j
E Signed i Date
Application Approved by Date
Application Disapproved for the ollowin reasons I
f
i Permit No. -7 G �� Date Issued
———————————-- - -------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
3
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(V07 Repaired ( )Upgraded( )
Abandoned( )by
at La"1 alc3Ic/ ELL. /2 1 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. - 10 dated
Installer Designer y g kf( S- spy (V". Sy i TA Nr$• 5
The issuance of this permit shall not bec strued as a guarantee that the system will function as designed.
Date "/ Inspector \lam
' V
i
4
No. Fee 0 a
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Miopozal *pgtem ctCon0truction Permit
Permission is hereby granted to Construct(KRgair( Upgrade( )Abandon( )
System located at - Lod'" a8y 6-44ro(T R j7
and as described in the above Application for Disposal System Construction Permit. The applicant recognize his/he duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction mus be c plet7dithin three years of the date of t e 9
F !
` Date: Approved by
•
Lbt�'� /�a�►s���r
TOWN OF BARNSTABLE 1
L&ATION .. � �a- SEWAGE # 92 /®3
VILLAGE C'�i/Iet /�� ASSESSOR'S MAP & L-
INSTALLER'S NAME&PHONE NO. ��� /"�' g a l lyL
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) = 9d//O!�S (size) Y r ✓ Z
NO.OF BEDROOMS ,�r�/ I
BUILDER OR OWNER /V/d' V-
PERMTTDATE: 6 OMPLIANCE DATE: ?
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
within 300 feet of leaching facility) Feet
Furnished by
i
p 0 C�
Az` 141 ---_�
s /z/ 2 $6 „
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IN
LN
(91Dco
90
Ncr
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Izo `° 69
90
/EAsE
b � � `9j �l� •0� — 91
A 19s
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Igo' oo.o. 9
\ o _ p
96
97 'y
-,
100 ,
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COL./JJPC
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N O o0 \ OTC 4A `9f�
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O n n r
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O OD
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EL. 9_5,
TOP OF FOUNDATION
20 MIN.
10' MIN. VENT
CONCRETE COVERS
4"' SCHEDULE 40 P. V C.
MIN. PITCH.1/B PER FT 2"LA YER OF
CONCRETE COVER
/
WASHED STONE 6.. MAX / / i i i i
\X�
i
4"' CAST IRON PIPE
POTCHQ/4 PERI FT.M RISER
CLEAN SAND 9
FLOW LINE MIN.
EL=92.25
INVERT 1 10 14""
M(N. CAS INVERT —2.0 0 o a o 0 0 0 °
BAFFLE - 9� 5' t �6 ' SUM . o 0 0 °
LEVEL °
o. o p p p p 0 c ° 0 00 0
INVERT INVERT. INVERT• 0 ° EL.= 89. 7
- °
•92 75' EL.= 92.25' EL.=92'-- INVERT 4 H' 20 4'
EL.-__ n T1 L D
(TO BE PLACED ON FIRM BASE) DISTRIBUTION 'EL.= 91. 75
MECHANICALLY COMPACTED OR 6" OF STONE BOX
-_1500 _-GALLONS TO BE WATER TESTED
SEPTIC TANK 33 5' X 8.5' TRENCH FORMATION �
IF MORE THAN ONE OUTLET ti
PLACE ON 6" STONE 3/4" TO 1-I SOIL ABSORPTION
PROFILE OF WASHED STONE S YSTEM (SAS
SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV=_77
NOT TO SCALE NO OBSERVED WATER TABLE (917189) ELEV=__ 77_
OBSERVATION HOLE I ELEV=_ 87 -
OBSERVATION HOLE 2 ELEV=_ 93 _
PERCOLATION RATE _<?_ MIN/ INCH AT _48_ INCHES 0 EL= 93
GENERAL NO TES 0" EL= 87
LOAM & SUB-SOIL
LOAM & SUB-SOIL 2' EL= 91
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 2 EL= 85
TITLE 5 AND THE TOWN OF _BARNSTABLE____ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. STRATIFIED
tt! 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO STRATIFIED SAND
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" SAND & _
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF & Pry 7393 GRAVEL
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN GRAVEL
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 10' NO WATER EL= 83
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 10 NO WATER EL= 77
BE MORTERED IN PLACE. DESIGN CALCULA TIONS'
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DATE OF SOIL TEST 9120189
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO WITNESSED B Y: NUMBER OF BEDROOMS . . . . . . 3
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. JERRY DUNNING GARBAGE DISPOSAL . . . . . . . . NO
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR TOTAL ESTIMATED FLOW
IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL TEST DONE BY 110_GAL./BR./DAY x _3__ BR.) 330 GAL/DAY
PRIOR TO COMMENCING WORK ON SITE.
7 - CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS S'TEVE WILSON REQUIRED SEPTIC TANK CAPACITY 1500 GAL
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. SOIL CLASSIFICATION . 1
8) PARCEL IS IN FLOOD ZONE __"C"____ , INSTALL Tr (3) ACME 'H 20" DESIGN PERCOLATION RATE < 2 MIN./IN.
9) LOT IS SHOWN ON ASSESSORS MAP __248AS LOT _284
---_• 500 GALLON LEACHING EFFLUENT LOADING RATE . . . . . 74 GAL/DAY/S.
10) RESERVE LEACHING, CHAMBERS WITH 2' STONE LEACHING CAPACITY (AREA X RATE 334 GAL/DAY
INSTALL 3 ACME 500 GAL. CHAMBERS SIDES AND 3' STONE ENDS )
SPACED 4 APART WITH 1 STONE SIDES & 4 STONE ENDS SPACED ONE FOOT APART. (33.5 X 8.5 X . 74)f(33.5f33.5f8.5-1-8.5 X . 74 X 2)
8.5 X 33.5 RESERVE LEACHING CAPACITY . . . 341 GAL/DAY
(41.5 X 6.5 X . 74)+(41.5*41.5*6.5f 6.5 X . 74 X SHEET 2 OF 2 JO2 NUMBER_ 51137
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SEPTIC TANK • OIL Q L�SORPTION`
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SOIL TEST BOG . . . � 000 .C3A O �� ., � DESIGN CALCULATIONS � ,
�s,�'EXISTING"I,'UNIT "Dlti1ENSIONS"�&�� DE;TAILZ, _ �� �°
SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE #461 DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD S� I� [ � CONSTRUCTION DE"TAIL,-,
WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. AT TIME OF INSTALLATION L � I
TANK TO BE PUMPED DRY 330 GPD X 2 DAYS = 660 GALLONS USE,-SHOREY PRECAST.'500 GALLON;;LEACH/NG,";DRYWELL
1 NO GROUNDWATER ENCOUNTERED AND,-EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL
TEST PIT 1 PERC AT 56 in - 2 MINIINCH IN C SOILS NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE. USE EXISTING 1000 GALLON SEPTIC TANK IF IN' DRYWELL 24.0 ft
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER REPLACE WITH A NEW SOUND STRUCTURAL CONDITION. IF NOT, INSTALL UNIT
INCHES HORIZON TEXTURE (MUNSELL) MOTTLES NEW 1500 GALLON SEPTIC TANK. ' '"' µ ti" �T 7; ', ' ° ''1' k „ ' �I c.)
1 in 1500 GALLON TANK u1 � t � °°
53.30 0-7 Ap SANDY LOAM 10 YR 3/3 NONE FRIABLE IF CRACKED, ROTTED DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. �w �m �b^ E TfF ";� ' M +,
TAPER «� �� W w
50.46 7-34 Bw LOAMY SAND 10 YR 4/4 NONE FRIABLE OR OTHERWISE SOIL ABSORBTION SYSTEM: yl� 7 c-3
42.30 34-132 C MEDIUM SAND 10 YR 6/3 NONE LOOSE COMPROMISED. THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE un) 1 °Dw
SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES cV a��„
NO GROUNDWATER ENCOUNTERED vs � PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. 1OAW" ¢ �, r4�' co
TEST PIT PER AT 56 in - 2 MIN/INCH IN C SOILS �" �r� "' p , r , , ( m i")�
�q � , 'p Y V I NOT THE 24 ft x 12.5 ft x 2 ft LEACHING GALLERY �� z
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 7° „r LI Wwfl TO DEPICTED BELOW CAN LEACH: /•l ''. ++ CO
INCHES HORIZON TEXTURE (MUNSELL) MOTTLES „, ,( @, � r r STONE
53.50 3.5 ft 8.5 ft 8.5 ft 3.5 ft 0-8 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE SCALE BOTTOM AREA = (24 x 12.5) = 300 sq. ft.
50.50 8-36 Bw LOAMY SAND 10 YR 5/6 N C ONE FRIABLE rs (� SIDEWALL AREA = (24+24+12.5+12.5)x2 =146 sC1. ft.
� �R
42.16 36-136 C MEDIUM SAND 10 YR 5/4 NONE LOOSE 8 f _ `O ` 1 FLOW TAL AREA 446 CAPACITY = 0.74 x 446 = 330.04 gal/day-ft 500 GALLON DRYWELL
t 6 1n DIMENSIONS & DETAIL INSTALL ONE INSPECTION
INSTALL A 24 ft x 12.5 ft x 2 ft GALLERY AS CONFIGURED RISER TO WITHIN THREE
BELOW. FLOW CAPACITY = 330.04 gal/dog WHICH EXCEEDS USE INCHES OF FINAL GRADE
INLET OUTLET THE 330 "of/do REQUIRED FOR A THREE BEDROOM DESIGN. & INDICATE LOCATION
COVER COVER g g H-10 ON AS-BUILT
N -INSTALLER TO OBTAIN DISPOSAL WORKS UNIT
PERMIT BEFORE STARTING WORK. ,
-ALL COMPONENTS INSTALLED SHALL MEET �3 IN DROPFLOW LINEi 33
THE MINIMUM REQUIREMENTS OF _ —� �'�„r `1B T,10N BC D8 K3HO��Yg
MASSACHUSETTS TITLE 5 SEPTIC FROM IO in �+-
O BUILDING ' ;� T- DIMENSIONS+ PIPES`FEXITING D-BOXY TO 'RUN,wLEVEI`,
in
CODE (310 CMR 15). D-BOX
-AND 'DETAIL.;.",w� _.
-INSTALLER TO VERIFY LOCATIONS OF ALL 48 /n FOR•2`tFEET BEFORE,`PITCHING„'DOWN;: \�
UNDERGROUND UTILITIES BEFORE LIQUID GAS 5$
T EXCAVATING FOR SYSTEM. BAFFLE 1p2
LEVEL
-ECO-TECH RAPID RESPONSE RECOMMENDS 12 in
THE INSTALLATION OF LOW FLOW c MIN CROSS SECTION VIEW
FIXTURES & APPLIANCES, AND PERIODIC - -
PUMPING OF THE SEPTIC TANK. b In STONE BASE IF NEW —� S —� INSTALL AN APPROVED GEOTEXTILE
� FROM � - FABRIC OVER STONE
S -SYSTEM IS NOT DESIGNED TO WITHSTAND SEPARATION BETWEEN INLET & OUTLET < „ 04 TANK to to TO
1' S
VEHICULAR LOADING. DO NOT PARK OR TEES NO LESS THAN LIQUID DEPTH � a n SA r�
. .w4..
DRIVE VEHICLES OVER SEPTIC SYSTEM. CROSS SECTION VIEW
x'n b in STONE BASE 28 314 m TO ® 24 in m 314 in TD
9,1-1/2 m GRAVELS,® EFFECTIVEa 1-112 in GRAVED ---
21 in 2� CROSS SECTION VIEW in ® ? � t -
46 in 58 in 46
150 in
TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC
AND TO PITCH 'AT 1/8 in/ft MIN
EL = 54.42 +— 6 in OF FINAL GRADE .
53.50
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50.47 BASE 50.25 4-
EXISTING in STONE BASE IF NEW SYSTEM —REFER TO 4-
EXISTING 30 ft 5 ft DETAIL BOX q f
NO GROUNDWATER T
BELOW
48.25 MOTTLING OBSERVED _ 42.16
ELLIOTT ROAD SEWAGE DISPOSAL SYSTEM PLAN 80 CENTERVILLE, MA DUNE 8, 2020 ETE-4459 PG 2/2
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' LEGEND
GC�NND
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Q - 15 in
PLAN BOOK 142 PAGE 117 OAK +
EXISOR ASSR MAP 248 PCL 251 °' 1ING
000 TGALlEA
SEPTIC TANK
O _ EXISTING
' WATER 53 • LEACH PIT/
LINE !$'' / CESSPOOL
IS K ®
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I? o DAVID yGs o DAVID yGs
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v COUGHANOWR COUGHANOWR
S 1 __ No. 1093 No. 461
50 �_ -- �/ �- 50
_ 1 49 sqN EV
49
189.45 / 48
t
THIS IS A PLAN 47
COLOR SEWAGE DISPOSAL
PLAN SCALE: 1 in = 20 fi 48
'��" ' � SYSTEM PLAN
USE COLOR PLAN ONLY 0 20 40 47ES -TO SERVE EXISTING DWELLING
FOR INSTALLATION
FULL DETAIL IS BEST M A R Y T. A N D
VIEWED IN o 10 20 FULL COLOR DAMES L. DOW
o
PRINT ON 11 X 17 in _ OWNER(S) OF RECORD
PAPER FOR PROPER SCALE _ 80 ELLIOTT ROAD
✓ CENTERVILLE, MA
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM 155 Geo Ryder Rd S PROPERTY ADDRESSChatham, MA 02633
DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING
PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS, OWNER DovidcouOHotmoil.com JDATE. JUNE 8, 2020
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. 508 364 894 E). JOB# ETE-445 necoe