HomeMy WebLinkAbout0326 CAMMETT ROAD - Health 326 Cammett Road
Martsons Mills
I�
—1
LEGEND
PROPOSED CONTOUR
cm a3 �--
(Y) v_S 7.g, PROPOSED SPOT GRADE
EXISTING CONTOUR
4A._—
'sr a
TP-2 14 o f 1 y
>�� ry o` ��Ji EXISTING 5.A.5. �9 ® �:« TEST PIT
*�• 3� ='`�--1 ' TO BE PUMP ED+� ;"'! ---VV�'~ EXISTING WATER MAIN
~� PROP 5' _ _. (� +t+
�•�- O 0 D g,q S� FILLED WITH SAND � (`' '""'
1 ' —b _ BENCHMARK
i g
TP—
95 -
- i
32 l J
+7 ep tic
vnk �, \
�G GENERAL NOTES
�� '�' 1• ALL CHANGES TO THIS
BOARD OF HEALTH AND
1 2. ALL WORK AND MATERIP
,•'" OF THE STATE ENVIRONI
LOCAL RULES AND REGI
3. THE SEWAGE DISPOSAL
TO INSPECTION AND AP.
r'No. DESIGN ENGINEER,
r' r1 1/2 5TY.,r/i''i �' \ 4. ANY CONDITIONS ENCOL
FM THOSEWD. FR.i,�'j' I ENGINEER BEFOREWCON!
rT.O.F. m 10)-45--, ' 5. ALL ELEVATIONS BASED
i'r1 r r' r r
6. THE DESIGN ENGINEER
THE CONTRACTOR OR 0
✓'/rr�''r ; HEALTH FOR PROPER .IP
7. WATER SUPPLY PROVIDE
AP N /^f Q 7 8. THERE ARE ABUT(.J 9.ALL AREAS DISTURBED
I
^2'5 A0± G.f, TO A CONDITION AGREEI
'7G V J 10. R SHALL BE THE RESP
1 1 4± CONSTRUCTION.N OF ALL I
11. WHERE REQUIRED, CON'
IN THE AREA BENEATH
AND REPLACE WITH CLE
12. CONTRACTOR SHALL EV
1751"' DEED) \ SEPTIC TANK PRIOR TC
13. THIS PLAN IS TO BE L
_ L =1.70.80' AND IS NOT TO BE CC
ptin��M ---__ R=51
7.84 PROPOSED SEPT
BENC —BENCHMARK: ---
ET
BOTTOM STEP. 326 CAMMT ROAD
/� �O /1, ^ Prepared for; Evon Brastow, 3 Comr
EL.= 100,00 (ASSUMED) AM M E 'er H IL J. `�`"�--� Engineering by: Surveying by:
\.
Engineering Works HOOD SURVEY
12 West Crosslield Rood P.O. Box 1724
Forestdole. MA 02644 Mashpee. MA 02641
(508) 477-5313 (508) 53B-77gg
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9 ���'� '�h fF�'k''� "M°'.v »..�(4"� �s' h ¢'. •S ,gyp. `$'�'.' � Fn F^"' i�� �.. �` 4'k=Y' 2 �' 3�yi,^� p
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ur. �,. •v :'- �' «� � � „»..� 7 �, '��, y read^ ry, ; -. �� ';`- .'r,�v�r�� �. �`�.�,-,*�i �, � ' .rr�'+.:�� ,. a.�.w-.�.:
*�.- " :• YV. ,'fie r '-n �' a nx .,a _ " ,. � _ ."r�. .. � �"#`�,. 4i 'k,ripz�. ..�+ �^'`
TOWN OF B STABLE
LOCATION 3 2G ����,�� /<G SEWAGE # -,�26 otl
VILLAGE 1,11s ASSESSOR'S MAP &LOT o7 —6?,'
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY /�SOO
LEACHING FACILITY: (type) (size) /9 X 33
NO.OF BEDROOMS y
BUILDER OR OWNER
PERMITDATE: 5'-��/-4( COMPLIANCE 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
o � �^
' `�r
w
0
� •
` ��
'�� �� �b
C/4Hll���l/ � _ __ �:
r No. ( co(o /1S 0 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
2pplication for Mizpaal bpgtem Cougtruction Permit
Application for a Permit to Construct( )Repair(z-I pgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 3<t Co,0H/'e Owner's Name,Address and Tel.No.
i'l�Ir1r.�rGdlSr /01IMS, �V14�! j�l+il9i J
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No.,348-gX17-eI75? Designer's Name,Address and Tel.No. S'l-ff 7jr7-117,-e
1114, ,I
Type of Building:
Dwelling No.of Bedrooms W Lot Size sq.ft. Garbage Grinder( )
Other Type of Building T No. of Persons Showers( ) Cafeteria(
Other Fixtures
Design Flow gallons per day. Calculated daily flow o gallons.
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) �gyL� /,S-Oc� �o 5�.��T�- Tioig
-6-00 601 �s/lyll�s/�
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 t is Bo rd 91 Health.
Sig ed Date
Application Approved b Date y
Application Disapproved for the following reasons
Permit No. CP Date Issued �-
L_
/�''��^ Q r yj
/�l1! /G� :( all_� Fee �_/-
.• THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH�DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS,, Yes
ZIpprication for Mitpooar bpotem Construction Permit
Application for a Permit to Construct( . )Repair( Upgrade( )Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No. O ner's Name Address and el.No.
Assessor'sMap/Parcel 73- caoy,t,1O,1 GUexA// /4ve,
Installer's Name, dd s,and Tel.No. 50 _�i 7 Designer's Name,Address and Tel.No. Uc5 717' S'7c-,
c�o,Sz!pl �.s,��rros
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria(
Other Fixtures A.1 l f
Design Flow gallons per day. Calculated daily flow 1 t [ gallons.
Plan Date Number of sheets Revision Date
4, Title Yam.
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Re �o ai Alteratio Answer when applicable)
3`Soo a/ �'.acl1 ,�►br-.s' �j Sra�� �rov� � '� r_=s� �l-o-ri.
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 tlyjs ard Health.
Sig ed8:Z �a'y' Date
Application Approved by Date y
Application Disapproved for the following reasons
Permit No. L Date Issued cy
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the O site ewage Disposal System Constructed ( )Repaired ( Upgraded( )
Abandoned( )by ✓���� � ��`"
at 326 l5+s��l� n/3tb�1S �/S has,been constructed ' accbVdance
with the provisions .f T�i�e . nd the for Disposal System Construction Permit No. !-60 dated v
Installer Jos VG�' ' Designer
1w The issuance o rjs�e t sh of be construed as a guarantee that Cesyste wi! f on s designed.
Date / Inspec
No. /D0
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Die;po.Zal *pgtem Construction Permit
Permission is hereby granted to Construct ),Repair /r de( )Abandon( )
System located at
�Li�rSrotis �/> s
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 conditiioo
Provided: Construction muscat b co pleted within three years of the date of this t.
Date:_ 1 Approved b
PP Y
r /
Wy
c
Y
Y
Y
X; .
F40dest 7%li Form Is To D& V"d For the RAwir of lra&d
x 06ty
l mm"VOag prW&V WGWd st
INA
0 Z?oia f' o�sia�is s e to • i+s0 dv�affi8o�aretr. Time a"GOOOMIGMAW ur -
uns whit tfte dwis9lfs.
• The no is closet fad es CLASS i and Ow pemlabon rya is lose t14ft or sg19eti S '
pw . I*GVPU i7t MY use hJ 1 daft to emclude fide bct w tsy d"
tW> ad pacotaou tm at dw am wahm a haft&VO pvmt.
® Tbwe is no i ta flaw m&Or ohnsa in un proposed
® 71ws an no vwimmm m4 or read".
d Tie boom of*4 pnpowd leaching facility wil be for 9 no low boas five he gbM#a
ice w table elevehon. (Adjumt Ow
le)
PUM eampow do :
A) TOP OfOrvwW Surfne Elevatiors(mains alS ia:formaen) ►
�l ®.11Y. +ttdjrt�tteett foe 1os�G.W.���
001MOLOC8 95TWUN A wA 9
capon dw SbOvs Wot"6011, s r@ar wit vaill be ioOM for bedroms
MLTkMM NO 1 beftew at eutitoetnd era Ow Mwe Yensk*end omptW symm
05/02/2006 11:27 5084775313: ENGINEERING WORKS PAGE 01
Town of Barnstable
Regulatory Services
} i1Theism F.(,elkr,Dh*Mr
1 Pulilk l�e�lth Dlwbloa
j Tlwraars McKeaty Dlra>eeor
�.."'.'—. .".... 200 Malts Street,Myeash.MA 02601
t
i
t MO: 504-861-M4 ! Fart; .W1•7904304
I
lastadar dt Detrls�Crutltleadaa
ZS�oro
Date: Sewap,F*Mk# y- �f-oG Aaannr's MOplPart�,-,L O 7 8 0 �7
�
Addrus: YZ. U�• C2s ��� C244 S Cs 11 ao
roes s � ZS�`iy Iyt grs -en S, It s MCA
on was issued a permit to insIvI l a
(date) (installer)
septic systetn a< �"�''''`� r + based on a design Mweii by
i
(address)
MC Cam -- dawd
. (tksianer)
I certiry that the septic system referenced above was installed substantially aecordin� to
the desip, which may include miter approved changes such as lateral t�elZ ion o the
distribution box and,/or septic tank,
I certify that the septic system referenced above wets installed with ms'C'10 changes (i.v-
greater than 10' lateral relocation of the SAS or any vertical relocation of adw cotepoatht
of the septic system)but in accordoibee with State& Local Regulations. Flan revision or
certified wbuill by Oestgt'ler to follow, _
ti�u' Fp�tN OF P, I
PETER T, Gm
(hrstetAer'a SiRuture) CI EE
No.35i09 ar
(Designer's Signatm) (Affix '!<ijoer'a Stamp Mitre)
PLEASE ML:JL QR TO 2Aett1JI&A E PURLIC MEALTM D1Y111- CEIL-I uMA OF
OAMtUASC&_191616 -40T-;AL.11 HdM2—= {SIT O�eu
RECEIVED U 7 �A $TALE P�BL C}
i
I
Q:HaltW9gp1k/0*vVw Cote";N 00 Fe 3.2644.doc
I
0
LEGEND
1 Old Falmouth Rd
�crxarw
PROPOSED CONTOUR
m
m ,� P1
_c � � 79 PROPOSED SPOT GRADE
EXISTING N CONTOUR ,a
rrSS 7 /'
, .2 «� ° � �'--- EXISTING S.A.S. N vI ® TEST PIT ° y
CL TO BE PUMPED 4 ommett Ln
''� 5 ---�- W EXISTING WATER MAIN F
0
PRO '— -
OS D S.q.. -- -_.� _ — FILLED WITH SAND CA 4or ommett W
O
S
BENCHMARK 0,
-� �o� LOCUS
18' 94 i a�e MoinTP-
St e
95 -� - --,• _-— �••�
� Route 28
32
LOCUS MAP N.T.S.
PProp.tic
nk
GENERAL NOTES:
1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2- ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE v, AND ANY APPLICABLE
r ,w LOCAL RULES AND REGULATIONS.
.�
3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
/ -✓ r •.; r,, r TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER_
/ " 'r I I� STY•',�' ' ANY CONDITIONS
SHOWNENCOUNTERED SDURING ECREPORTEDIOTO T DIFFERING THE DESIGN
,r ✓ � WD. FR.. y, ENGINEER BEFORE CONSTRUCTION CONTINUES.
T.O.F. = 101.45
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
�'",/ ,�' ,�' „✓ ''' THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
I •J ' 1 P��� MAssq� 7, WATER SUPPLY PROVIDED BY TOWN WATER.
o� PETER 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S.
APN 78-7 MCENTEE 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
42�f Cc o CIVIL "' TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
,580± S.F. No. 35109 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
14± ac. 0 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
1 f /D 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A,S.
Q, AND REPLACE ITH CLEAN L AS 12. CONTRACTOR SHALL EVALUATE SPECIFIED
NTEGRITY 0 CMR 3)OF EXISTING
(— 1 ! 51" DEED) SEPTIC TANK PRIOR TO CONSTRUCTION.
~ 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
` L =170.80, �t AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
air ;r - - .-`- R 517.84 '��
---_� � f F326
ROPOSED SEPTIC SYSTEM UPGRADE
BENCH MARK. � � -------__ l E
BOTTOM STEP. ---�----_.__; CAMMETT ROAD MARSTONS MILLS, MA
EL.= 100.00 (ASSUMED) CAMMM,, _ r: Evan Brostow, 3 Commonwealth Ave.—Apt. E1, Attleboro, MA 02703
�.�
ROAD 1, Engineering by: Surveying by: SCALE DRAWN JOB. NO.
Engineering Works HOOD SURVEY GROUP 1 —20' P.T.M. 137-06
1 12 West Crossfield Road P.O. Box 1724 DATE
Forestdole, MA 02644 Mashpee, MA 02649 CHECKED SHEET N0.
(508) 477-5313 (508) 539-7799 3/31/06 P.T.M. 1 of 2
1
PROVIDE RISER OVER D-BOX NOTE: TO PREVENT BREAKOUT, THE PROPOSED
TOP OF FOUNDATION TO WITHIN 6" OF FINISH GRADE F.G. EL: 94.0(MAX) FINISH GRADE SHALL NOT BE < EL:91.0
14� EL:101.45 F.G. EL: 94.St FOR A DISTANCE 'OF 15' AROUND THE
EXISTING F.G. EL: 96.0t PERIMETER OF THE S.A.S.
.S. 36" MAX. COVER MAINTAIN 2% MIN SLOPE OVER S.A
INSTALL RISERS W/COVERS OVER INLET i
INSTALL RISER OVER ONE CHAMBER
& OUTLET TO WITHIN 6" OF FINISH GRADE I WITH HEAVY DUTY FRAME & COVER
r- I
' L =5' SET TO FINISH GRADE
PVC L =23'(MAX)
4" SCH 40 PVC _ 4" SCH 40 PVC(MI , io" a-2" LAYER OF 1/8" TO 1/2"
14" ® S= 1% (MIN.) 6 ® S= 1% (MIN.) aae�®®® , DOUBLE WASHED STONE
48" LIQUID 1 2' EFF. DEPTH eE31ME302.50 LEvEL INV. ELEV.=92.17 INV. ELEV.=92.00 ®® �-3/4"-1 1/2"
BAFFI E PROPOSED D-BOX 4' S.2' 4' DOUBLE WASHED
INV AM �M AM .EL:92.25iEFFECTIVE WIDTH = 13.2' STONE
TIE IN TO EXISTING
SEWER OUTSIDE HOUSE
INV. ELEV.=90.50 3-500 GALLON LEACHING CHAMBERS
INV.EL: 97.5t PROPOSED 1500 GALLON SEPTIC TANK ' IN SERIES WITH STDhE=ALL i=
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=91.3 -BREAKOUT ELEV.=91.0
PIPE INVERTS PRIOR TO CONSTRUCTION. INV, ELEV.=90.50 '.89®93
2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL ® ®�
AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=88.50
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 3' 3 x 8.5' = 25.5' 3'
310 CMR 15.221(2). 5' MIN. ABOVE MAX. SEASONAL EFFECTIVE LENGTH = 31.5'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. HIGH GROUNDWATER ELEVATION
(3) 5" DIA.OUTLETS 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION
15.5-� 16" 2" AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED
SE IC SYSTEM PROFILE BOTTOM OF TP-2, EL.=82.0
PT
15.5" .
O
6„ �% 8" N.T.S.
T
` DESIGN CRITERIA
2"
D-BOX 31.5' NUMBER OF BEDROOMS: 4 BEDROOMS
Kti -I SOIL TYPE: CLASS I
PROPOSED S.A.S. I DESIGN PERCOLATION RATE: <2 MIN./IN. �P��� �F Mgssfe-
- - - - -�- SOIL LOG DAILY FLOW: 440 G.P.D. o� PETER T. yGs
DESIGN FLOW: 440 G.P.D.
� McENTEE
GARBAGE GRINDER: NO o CIVIL '
DATE: MARCH 23, 2006 LEACHING AREA REQUIRED: (440) = 594.6 S.F. No. 35109
INVERT CEM
® ®®®® SOIL EVALUATOR: PETER T. MCENTEE P.E.
®®®®®®® 33" WITNESS: NO WITNESS-CLASS 1 SOILS 74
®®®®®®® S u'� PROPOSD SEPTIC TANK: 1500 GALLON
24" E3®®®®®® `�u• �S. -� TP-2 Depth nji3110lp
Elev. TP- Depth Elev.
toz" 95.4 q 0., 93.0 q 0.1
USE 3-500 GALLON LEACHING CHAMBERS IN SERIES
SECTION LOAMY SAND LOAMY SAND
94 9 10YR 3/3 6 10YR 3/3 SIDEWALL AREA: 2(13.2' + 31.5') X 2 = 178.8 S.F.
�J, P B 92.5 B 6..
4" KNOCKOUT
LOAMY SAND LOAMY SAND BOTTOM AREA: 13.2' x 31.5' = 415.8 S.F.
20" DIA. COVER {r /l 92.2
10YR 5/8 38 1oYR 5/8 TOTAL AREA: 594.6 S,F,
4" KNOCKOUT O/4" KNOCKOUT C1 90.8 C1 26..
62" j 'r ��✓ DESIGN FLOW PROVIDED: 0.74(594.6) = 440.0 G.P.D.
a" KNOCKOUT /"fNo,n326 ',zi'". MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE
�G 51 ' r 2.5Y 6/4 2.5Y 6/4
PLAN ' 101 .45~'r, ' 326 CAMMETT ROAD MARSTONS MILLS MA
✓ ,�
T. I "I � r",. Prepared for: Evan Brostow, 3 Commonwealth Ave.-Apt. E1, Attleboro, MA 02703
500 GALLON CAPACITY, H-10 LOADING �!` �� ✓fO rf
% f. 83.9 138" az Engineering by: Surveying by: SCALE DRAWN JOB. NO.
CHAMBERS ;,`� '✓✓, .D 132" Engineering Works HOOD SURVEY GROUP N.T.S. 137--06
NO GROUNDWATER OBSERVED 12 West Crossfield Road P.O. Box 1724
"'A S.A.S. OUT PERC RATE <2 MIN/IN. (SAND) Forestdole, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET N0.
(508) 477-5313 (508) 539-7799 3/31/06 P.T.M. 2 Of 2
I