HomeMy WebLinkAbout1647 SANTUIT-NEWTOWN ROAD UNIT #B - Health 1647 Santuit--Nc��ltown Road.
A= 024-041-001.
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1_647 Sa.ntuit-Newtown Road
Cotuit
TOWN OF BARNDSTABLE
I. "LOCATION %�_ _y�J�i�hTdij-�f/�=u�TOryh /20( SEWA EIm #d e200 rj�—SSIo
TILLAGE CoTv;r ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. _�A-
SEPTIC TANK CAPACITY I SDD LEACHING FACILITY: (type) -500 V101e4,WA0*f (size) X l3
NO. OF BEDROOMS
BUILDER OR OWNER TLwVS C_g 122/
PERMITDATE: /0-19'-O l 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 leachi g facility) Feet
Furnished by c�1,Gr/li.
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Page: 1 of 2
,rN �tis . CERTIFICATE OF ANALYSIS
7 Barnstable County Health Laboratory (M-MA009)
9sr�c ycw^` Report Prepared For:- Report Dated: 10/8/2015
Tom Capizzi, Sr
Capizzi 3 Order No.: G1590632
Box 589
Cotuit, MA 02635
Laboratory ID#: 1590632-01. Description: Water,-.Drinking Water
Sample#: Sample Location.• ,1647 Newtown Road, Cotuit Collected: 10/06/2015
Collected by: customer Barn V� /_[(/f &�Received:
110/06/2015
Test Parameters "
ITEM RESULT UNITS RC MCU METHOD# ANALYST TESTED NOTE
Copper, ND", mg/L` 0.10 1.3 SM 3111B LAP 10/7/2015
Iron 0.10 mg/L. .0.10 SM 3111B 1 LAP 10/7/2015
Water sample meets the recommended limits for drinking water of al/the'above tested parameters.
}
4 1
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
yl
CERTIFICATE OF ANALYSIS
Page: 2 of 2
o
Barnstable:County Health Laboratory (M-MA009)
�'•sr�c� ^% Report Prepared For: Report Dated:" 10/8/2015
Tom Capizzi, Sr
Capizzi - Order No.: G1590632
Box 589 r
Cotuit, MA 02635
Laboratory ID#: 1590632-02 Description: Water"-Drinking'Water 4
Sample#: Sample Location: 1647 Newtown Road, Cotuit''_ Collected: 10/06/2015
Collected by: customer Cabin Received: 10/06/2015
Test.Parameters r
ITEM RESULT UNITS RL MCL' METHOD# ANALYST TESTED NOTE
Copper. ND mg/L,. r :0.10 1.3 SM 31118 LAP 310/7/2015
Iron ND mg/L 0.10 SM 3111B LAP 10/7/2015
Water sample meets the recommended limits for drinking water of all the above tested parameters.
Attached please find the laboratory'certified parameter list. Approved By:
(Lab Director)
F V
ND=None Detected RL = Reporting Limit• MCL=Maximum Contaminant Level
3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 -
o. FEE
o
Board of Health, eq✓r1 S'fR b MA.
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct Repair( .) Upgrade(. ) Abandon( ) - gComplete System ❑Individual Components
lIns,tNalt,-�ame
catio v Owner's Name +
� �i'►1 1 Z'Z., �Y0'
p/ rcel# Z� / _ Address lF -ekd �, /11 A MG�•� K,j
AkAj- ' S � Telephone# mt 11.3 TKO u �C r Designer's Name
Address �_ Address j2 k, ..f `
Telephone# Telephone# 4-77-5—V3
Type of Building r� r� @l Lot Size &3?;±- sq.ft.
Dwelling-No.of Bedrooms 71 Garbage grinder ( )
Other-Type of Building AVA No.of persons Showers ( ),Cafeteria ( )
Other Fixtures Nl,4
Desigh Flow(min.required) gpd Calculated design flow 7-2-0 Design flow provided gp,
Plan: Date / Cl U y Number of sheets �7` Revision Date
Tid,kz. 61�" /7', ' S'� I Si — �1`ie1 :5 f �"l y✓f�l ( y' y �
Description of Soils)°7l°- �' �t CP �j" LS �J(v`� " 4iototi C(ct C' ' T6etenEc S
f
Soil Evaluator Form No.10I C/ ��Z Name of Soil Evaluator $ S y k�s Date of Evaluation 3
it ;L� v '� 3� o� ��� L S .� 3G ��� /`/� U LZ; Ca�,�� .S°�,�✓f
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
�urther a to not top ce th to ' operation until a Certificate of Compliance has been issued by the Board of Heal
igned Date
Inspections J G ti l j
o _tea ,. FEE
us
MN S
1Vc � /
Board of Health,"'e9✓ l$ f Q t7 �--e
NX
APPLICATION FOP, DISPOSAL SYSTEM.CONSTRUCTIONVERMIT
Applicati(3n"fora Permit to ConstrucNe) Repair(. ) Upgrade O Abandon O - Complete•Systein{'❑Individual Components
{ i J
� ll
,e.k Locatio .5 1 Owner's Name; -om t ZZ r S1^
/��
` l 2�- ice ( �-�"ze" O/d' 1 r faa o� �na� I I�QIE'e
Ma /p'arcel k i. y Address o K S
Loe Aky/ l� d b �/Ctal L(;r /IOW'��k1 Telephone# � 1 t ��'� f�')� ��1 f`4
Insta #r s ame ' �� � _ ,. Designer's Name JA)Q
Address �U Address /ZC3�CraIS{-� �� rCS1vtC1�
Telephone# Telephone# ( S'd jj�) +77-3-->/3 �l
Type of Building �S i ✓► f'✓al Lot Size d 3 3:t A-cc sq.ft.
Dwelling-No.of Bedrooms 7 t Garbage grinder ( )
Other-Type of Building /ud14 No.of persons Showers ( ),Cafeteria ( )
Other Fixtures IVIA r�,,"
De lsn Flow (min.required)y gpd Calculated design flow 7 L.V Design flow provi ed ggpfdl
P1a DQaate"� 9 ?, / Q V Number of sheets -3 Revision Date
Title 0/4 a � 4-C Yl E-e /0 D✓t'I o✓i-4 4'v {- / i
DescriptioirofSoil6(s / B-9,1 d rl" �j tr,�'}'i L.5 �- t,Cl " (OaM Ga 9- �' i CoAr
#=. ,pOt
/ S A
Soil Evaluator Form No./ /�/ 4'�i Z Name of Soil Evaluator S y�Ges Date of Evaluation all
c/; LS / 3G rl� lyy '� CZ.,, Coar� SA,�✓1
DESCRIPTION OF REPAIRS OR ALTERATIONS
d CJ' N 10, t
The undersigned agrees to install the above described Individual.Sewage Disposal System in accordance with the provisions of TITLE 5 and
�Ifu�rther a s to not to place„ a yste operation until a Certificate of Compliance has been issued by the Board of He ih.
Y Signed /'/ Gait-D"� 'Date
le /,kcdo
Inspections ,. �F 1v (J� r
a
i t
No. o��(SS,6 C®MMONWEALT14 ®F MASSAC14US ETTS FEE • s�
Board-of Health, V✓et elel S 4-4 D L ��.MA.
CERTIFICATE Of COMPLIANCE
Description of Work: ❑Individual Component(s) )6 Complete System
The undersigned hereby certt tha tli Sewage Disposal System; Constructed l6,Repaired ( '),Upgraded ( ),Abandoned ( )
by:
at cf, h.41.e k e-te! 4 a 4 YC 3 5 6 117 4 f' x it - AbP-4}tow 1^`
has been installed in accordance with the provisions of 10 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application Nor . 33Ddat U Approved Desig Flow (gpd) r u t
Installer U-Q , /)
Designer: Q MCA•r Inspector. Date: ///LoV,
The issuance of this permit shall not be construed as a guarantee that the system will function as designed. "
- - _3- z6 - l - t ., FEE '�J y �-
COMMONWEALTH OF MASSACHUSETTS
Board of Health, /?9 e-1^ S 4-G MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to;;J :onstruct� Repair( ) Upgrade( ) Abandon( ) an indiNrid 'sewage disposals s
at y FtNi ,�l ��f Co�V,' �' (1'Z,W C.C�o�v�S ���7 Sei►1TV�'V`����tV�'ot�h
r S as described in the application r
rr tr
Disposal System Construction Permit No W �54, dated /u- )y-a 1.
Provided: Construction shall be completed withi three years of the date of is per, it. All 1 al conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date �U �� � Board of Health
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01/27J2008 '08:53 5084775313 1 ENGINEERING WOWS � PACE 01
T® ,of Bam"k
R
Tbvue�e F. eater,Dirfttpr
plt e
M09020,Director
maw.Street,aym*MA omoz
. O> �.•�!pgg6A4
Fox., 508-7 30a
` FSewar po mm
F
ow
Was issued a pont to imtQ a
. _. �. • (fir) W •:.
(addr®se �� based on a"Sn dmvn by
dated 7
the.svptio sFlt
above was im%Uod ,ywhich 4,ey �Syl
lroved changes {e t°
br�x and/orank°i ®t�Ch as lava im o the .
the septic systems re rented above as iloWl9d with w
trelocati the A�ar any vertical relogda C t..
y 'deSi�iel bD OIlOW�Wt 1 Stet@. Local RgpWom.
' PETER 7,
4 ) MCENTEE
CIVIL .n
• AEG ,p�Na.351��O �, .4.
C' �ss�0)VAL
(Affix Designer s Thop Imo)
HE
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Q" Csrtl&Aflon Fam 3.2",d"
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. , . . CUSTOM CHAMPLA-IN .
PREPARED FOR.
I)EALER. HOME OFFICE
N OF R14Ss�c �
LOG SYSTEM: Systems
j i D =
" NO. 7231
S
c/STFRED
®2000 Country Log Homes
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CONY.FRAMED SHED DORMER B.O.
LOG SIDING&LOG CORNERS BY CLOd Fl
TOP OF RIDGE REAM-22--0 5/8"
_ F
5.07[� 5A7
DORMER PLATE 16'-6.
12 a
WOW HEAD-iS-6 r 12 rY
Fm
µ .y�
1- 0
LOG PLATE 9,-6„ 12 12
0
TOP OF JOISTS-W.6 �.a5� U
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�— .PORCH PLATE-8,_0...
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FRONTELEVATION
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jLOG SIDING&LOG CORNERS BY CL59
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ANDERSEN (By Owner) Q
PcssacH: _® x ao°-o DESCRIP LOG OPN. R.O. TYPE OTY
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A 2'-6"x5'-6" 261/2"x59" DBL HUNG 1 a PSEN235
Top of window @ T-6" B 4'9'4'-6" 261/2"x59"-TWIN DBL HUNG 5
6066 FRENQHWOOD DOOR rn
C -- 30 1/4"x40 3/4" DBL HUNG 1
F[j I i D 32"x52 1/2" DBL HUNG 1
ElE T-2"x5'-0" 33 5/8'x57" DBL HUNG 1
10
� I PSEN235 3'-9"x4'-O" --- CASEMENT 1
(r 2x4 CABINET/PLU MBING VVALL
Q BATH KITCHEN _
DOORS
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2868 3'-2°'xT-0" ENT DOOR 1
2668
j DINING AREA FWH4168 4'-5"x7'-0" -- PATIO 'I
= FWH5468 6-8"xT-0" - - PATIO 1
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EXACT WINDOW PLACEMENT B.O.
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ALL UNHATCHED AREAS OF THIS PLAN
STOP AT THE 19th COURSE q
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EXACT WINDOW PLACEMENT B.O. �
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j LEGEND
LOCUS
°G� 99 PROPOSED CONTOUR.
° S'�
$ � e 99 PROPOSED SPOT GRADE '•
go
-.- g2 _..._�. EXISTING CONTOUR e ,
z ~--- OHW EXISTING OVERHEAD WIRE
--
W PROPOSED ,WATER SERVICE
in V-/08 � �
WETLAND FLAG LOCATION. O•
Tp TEST PIT "g. opo
J
LOCUS' MAP, N.T.S. . "yO
MAP 24,
,PARCEL 40
PLAN REFERENCE , 11 ,
PLAN OF LAND, LOTS 1, 2 and 3, STATE HIGHWA�'* ROUTE 28, �` MAP 24 0®
BARNSTABLE, MA, BY ARROW ENGINEERING, INL\, DATES B/12/1987_ A
` ` GPARCELS 41-1 & 41-2
RESULTING RECOMBINED LOT! � Bj GS2�y
' r , AREA; 131,039t S.F. s• V-/02. 6S
3.01 f ACRES V-/G19
f r \ 5a W SHAPE FACTOR: 19.85
V-104
•
^,t. t
"'FARf;EL 41-2 � '� � �� � �� } �.. � �r/05us N
f t> 1WL 7rD V_l07 1 I I ;i♦ Q� 9�
4 ti Z f 1 y
3 � I I 1 1 `V�C+ETATED 'f i06 s I �= J I ., / o�� PETER T• ✓„
�1, I l •,
j ffgA ' 24 1 o` ' "R — ` MnAND -�/ 1 /, 1 f f j ,' ♦ McENTEE
_ r { 1 E o ItC �I�y 1 ; �` IA�r3/ f f CIVIL
PARCEL 41 1 j f I ( 1 , I (EDGE f a F I t j ♦ Na 35109
�. ._4a-IQO' i I z�` i i ' o i t iN jJ f I ` 1° 4- —:�- .� ' r� it j 7 % /� o R£ S ��ti0
i ♦r{, f ...✓•~,} t �eq� ti'k, "`y y` .� `4 t ,�_'1/ ,. .•-...__- i . ..,r �w,r'"~• „s•'• , •�' f ;�' "..,/ ° 1.i �v
y �ag .�,� ,�,_ � • �,w, '• d
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3. /" .....__.._........._.-• � v 4 ",� \Oa:r .� ,-^,.,,,,,.i ......_.�i ._... aLt? "� "'"~".,� •''f r„i'.�1` r'�� `fry -
S
��T ej(;,,...._ ..�._......�...WY___._....W.�.,•.,.�'.� WATER ERVICE SHALL OE
EACH,SIDE
NLUN W— .... OF€CROSSINO wrrH SEWER. i — f VACCARO
PLAN REVISIONS
--' Tt LI T 3/31/05 Added wetland flagging by
.Q-1 3_. -7- '` � O =O y -- 1 _"- �"-� M~"�'� x '��. � f NE ( YP) Environmental Consultants.
Ln
~ _--
4_ µ LOB
f` =.>8 -. -� ��Q , '- _ _--~ / Revise proposed building location and
PROPERTY
ANCIENTSWAY / / 5 eptic system.
SEPTIC r ~ NTER
1- 5/21/05
95' � " `' `� `� ~ J �' ~ -` Revise proposed building location and
0 U _ \ .to C o :7 Qt _ .,,'. ~ C15' SETBACK LINE septic system.
......
" � 9 07 0
_ .
-� Z. R ~" - " ' - -`_ " " "� EFL 6/09/06 Revise proposed building location and
� ~•.. ,._,_ _ .,,_.,�. 20,7E 10a. septic system
7/05/06 Revise proposed building location and
6
�O septic system.
-— "70 10/18/07 Revise locations of ro o ed septic tank,
0•€ ( S.A.S. and water service s(sleeve .
TIE LINE (TYP) 700,77'
BENCHMARK'
SPIKE IN TREE WETLAND DELINEATION PROPOSED SEPTIC SYSTEM SITE PLAN
PROPERTY LINE IS EL.=66.84(NGVD) PAtbound Box 4La dsurveying,.Inc.
CENTER OF ANCIENT WAY MAP 24, Forestdale, 2 .- 4591 FALMOUTH ROAD, COTUIT, MA
PARCEL 42 (508) 477=4511 Prepared for: Thomas Capizzi, 90 Head of the Pond Lane, Marstons Mills, MA
ZONING+CLASSIFICATION: ZONE RF AND Engineering.`by: Surveying by: SCALE DRAWN JOB. NO.
SETBACKS: FRONT YARD=100' ALONG ROUTE 28 FLOOD PLAIN DATA Eastbound P.T.M. 148-06
( ) VACCARO Environmental Consulting En►8ln"din8 JrOrb Lan dsurve ing,.Inc. 1"=40'
SIDE/REAR YARD=15' FIRM PANAL 250001 0021 D P.O. Box 955 12.West Crossfield Road P.O. Box 442 DATE CHECKED SHEET NO.
FRONTAGE = 150' REVISED JULY 2, 1992 Snadwich, MA 02563 Forestdale MA,.02644 Forestdale, MA 02644 '
AREA = 43,560 SF (1 ACRE) Zone "C" (508) `888-5855 7 5 06 - P.T.M. 1 of 3
BUILDING 3,560HIEGH 30' g (5Da) ,477-53i 3` (508) 477-45t 1 / /
f
x 1 `'• NOTE.
_ TO PREVENT BREAKQUT, THE PROPOSED
F.G. EL: 6t.0 FINISH GRADE:SHALL NOT BE < EL:58.0
L, T.O.F. FOR A DISTANCE OF 15' AROUND THE .
ELEV.=70.0 - PERIMETER OF THE S.A.S,
F.G. EL.=68,0t. F.G. EL: 68.0t F.G: EL: 61 f
Y' MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAX. COVER
INSTALL RISERS OVER INLET & OUTLET, INSTALL H ET RISER, FRAME ,
& COVER SET TO GRADE , INSTALL ONE RISER OVER CHAMBER
L' =10' .. TO WITHIN 6" OF FINISH GRADE 4 - FRAME
• - ' L=69' 6ETSET PEVEL OVEIPES R 3' MAX - '"
4„ SCH 40 PVC L 1 COVER SEITHTOEGRADEUTY
4' SCH 40-PVC 1 FIRST 2 FEET
® S= 2% (MIN,) �- 4° SCH 40 PVC 2' LAYER OF 1/8" TO 1/2
INV.EL: =66.00 14 S= 1% (MIN.) 8 ®O ®® DOUBLE WASHED STONE
® S= 1% (MIN.)
tee® ®®e
PROPOSED �®a®® G
1500 GALLON 2' EFF. DEPTH 3/4"-1 1/2'
SEPTIC TANK ` 4' K2' 4' DOUBLE WASHED
., - INV., ELEV:=57.50 STONE
INV.EL: 58.17 D BOX Y EFFECTIVE WIDTH = 13,2'
W/ INLET .TEE INV.EL: 57.00 r
INVIL: 65.75 . - -500 C•ALLC)N LEACHIN• CHAM6ER§_(H-70 ,
INSTALL INLET & OUTLET TEES .
l INV.EL' 65.5D } RATE01 IN S_ERI WITH STONF A % S
GAS BAFFLE TO BE''INSTALLED ON M
OUTLET TEE 'AS MANUFACTURED BY TOP CONC. ELEV.=58.6 BREAKOUT ELEV.=58.0
' TUF-TITE, ZABEL,`OR EQUAL'
INV. 'ELEV.=57.50 ®Mina
' BOTTOM ELEV.=55.50
SEPTIC TANK -& D-BOX..SHALL BE SET LEVEL AND TRUE TO 2 x 8.5 = 17.0' 4'
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4'
STONE BASE; AS SPECIFIED IN 310 CMR, 15.221(2), 5' MIN. ABOVE BOTTOM OF -
EFFECTIVE LENGTH'- 25,0'
_ a`' T.P. EXCAVATION-OR G.W.
.;
' SECTION
- LEACHING SYSTEM.
SEPrtI`C SYSTEM PROFILE
NO G,W.-ENCOUNTERED Of. Mass
4 BOTTOMS OF TP-1 EL: 47.0
N.T.S. - DESIGN CRITER1A PETER T.
McENTEE
CIVIL
.; A ;f } t NUMBER OF BEDROOMS: 2' BEDROOMS• o. 35109
r SOIL 'L` OG
SOILTYPE: CLASS I } S
DESIGN PERCOLATION. RATE: 2 MIN,/IN. l
JUNE 16 2003 RE F. P 10 482
DATE: { # )'
.r OIL EVALUATOR: ROB'SYKES PLS,'CSE`
g
• GENERAL NOTES: � � : _ DAILY FLOW: 22o jc P.D.
' ,WITNESS:`. . SAM. WHITE=HEALTH AGENT ' DESIGN FLOW: 330;G.P.D
y
_ BARNSTABLE'B.O.H, ' r
_ GARBAGE GRINDER: NO
1� ALL CHANGES TO THIS PLAN* MUST BE APPROVED BY THE LOCAL _ _ . _
BOARD ,OF HEALTH AND,THE DESIGN ENGINEER „> r LEACHING. p, (330) = 445,9 S.F.
- Elea. TP- 1 Depth Elev, TP-2 ;�-'Depth . o+
(AREA REQUIRED:
2. ALL WORK AND ;.MATERIALS' SHALL CONFORM' TO THE REQUIREMENTS•., • - •
OF THE STATE ENVIRONMENTAL.CODE, TITLE V, AND ANY APPLICABLE' 59.0 0 0" -65.0 0 0" 74
LOCAL RULES` AND'-REGULATIONS. - PROPOSED SEPTIC-TANK: 1500 GALLON
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED, PRIOR '` t
TO INSPECTION AND, APPROVAL BY;THE BOARD OF HEALTH AND THE 58.7 B 4'" 64.5 B 6"
DESIGN ENGINEER. LOAMY SAND i LOAMY SAND USE 2-500 W GALLON LEACHING CHAMBERS IN SERIES
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 6/8 7.5YR 6/8
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 56.0 36"_ 62.5 30" SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F.
ENGINEER BEFORE CONSTRUCTION CONTINUES. CILOAMY;CLAY $ CI SANDY LOAM BOTTOM AREA:' 13.2' x 25.0' = 330.0 S.F.
5. ALL ELEVATIONS BASED`ON NGVD, a 10YR 6/3 48„ 10YR 6/2 3fi„ TOTAL AREA: 482.8 S.F.
6.. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 550 C2 f 62.0 C2 ,
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D.
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 94"
COARSE
a
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SAND 11106
PERC _
COARSE '�
tOYR'7/4 � PAN REVISIONS _•
8. THERE ARE. NO PRIVATE WELLS -LOCATED WITHIN 150' OF THE S.A.S. _ SAND SEE SHEET 1-OF 3
9. AREAS DISTURBED DURING CONSTRUCTION 'SHALL BE RESTORED TO A ° 10YR 6/6
CONDITION ACCEPTABLE TO THE OWNER AND APPROVING AUTHORITIES: 47.0 ' 144" 53:0 144"t r" • PROPOSED SEPTIC . SYSTEM SITE ` -PLAN
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE' NO G.W. ENCOUNTERED
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING - 4591 . FALMOUTH ROAD, COTUIT, MA
CONSTRUCTION. PERC •:RATE < 2 MIN/IN. ("C2" HORIZON)
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SOILS SHALL BE EXAMINED AT TIME OF INSTALLATION Prepared for: Thomas Copiazi, 90' Head of the Pond'.Lane, Marstons Mills, MA
IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. TO VERIFY THE CONSISTANCY WITH REPRESENTATIVE, • Engineering by: Surveying by: SCALE DRAWN JOB. NO.
AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3), SOILS DISPLAYED ABOVE. Eh Uleeii l�''r Eastbound NTS P.T.M. 148-06
8 Lendsurveying, Inc.
.1.2 West Crossfield Rood P.O. Box 4422
12. SUBJECT SITE LIES WITHIN THE WELLHEAD PROTECTION DISTRICT. 4 Forestdole, MA 02644 Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 477-451 t 9/30/04 P.T.M. 2 of 3 i .
f
" GRAVITY
10 -6' w O4 GRAVIUTLET(TYP.) (3) 4" DIA.OUTLETS
® 3 20" Dia. Cove 4"
INVERT ®®®® ®®®® - rs
®®®®®®®E@®®® 4" GRAVITY
37 OUTLET(TYP,) 4" GRAVITY
24" ®®®®®®®®®®® INLET(TYP.)
��1�®®®®®®®®
I c� 22.5„
5'_$„ I e� 6„ 8„
102"
SECTION j H-10 LOADING
_ _ FILL UNUSED KNOCK—OUTS
PLAN WITH MORTAR SECTION
4" KNOCKOUT Top Vie
20" DIA. COVER
4" KNOCKOUT '� 4" KNocKour 62" .4 Dia. Inlets 4'� 4" Dia. Inlets •
DISTRIBUTION BOX
N.T.S.
4" KNOCKOUT 0 4
PLAN CONSTRUCTION SEQUENCE
500 GALLON CAPACITY, H-20 LOADING 5'-8" 4'-7' 48" Liquid Level 4'-4"
1. STAKE OUT LIMIT OF WORK.
CHAMBERS 4' 3r �.� 2.. INSTALL EROSION CONTROL BY TRENCHED-IN SILTATION FENCING.
S INCLUDING HAYBALES BACKED
N.T.S. 3. CLEAR AND GRUB ALL SELECTED TREES WITHIN THE LIMIT OF WORK.
4. EXCAVATE FOR BUILDING FOOTINGS AND FOUNDATION.
Section 5. STOCKPILE EXCAVATED MATERIAL UPGRADIENT FROM PROPOSED HOUSE.
6. POUR BUILDING FOOTINGS AND POUR FOUNDATION WALLS,
1500 GALLON .CCAPA/C�ITY, H-10 LOADING 7. BACKFILL FOUNDATION AS DIRECTED BY -BUILDING INSPECTOR.
SEf TI1� TANK $ LEADERS EXCAVATE, INSTALL AND BACKFILL ROOF DRAIN WITH PVC DOWNSPOUT
PROVIDE SILTATION FENCE BACKING N.T.S. 9. EXCAVATE, INSTALL AND BACKFILL PROPOSED SEPTIC SYSTEM.
DOWN GRADIENT SIDE OF HAYBALES
' 10. BUILDING MATERIALS SHALL' BE DROPPED AND STACKED WITHIN THE
DOUBLE ROW OF STAKED HAYBALES I EXISTING DRIVEWAY FOOTPRINT OR OUTSIDE BUFFER ZONE.
11. AFTER ROOF IS FRAMED, INSTALL CRUSHED STONE FRENCH DRAIN
ALONG GUTTER LINES TO PROMOTE 'INFILTRATION AND LIMIT RUNOFF.
1"x 1"x3' OAK BEANPOLES 12. COMPLETE FRAMING, ROOFING, SIDING, PAINTING OF EXTERIOR TRIM
(2 PER BALE)
r -AND INTALLATION OF GUTTERS CONNECTED TO GUTTER- DRAIN LEADERS.
I
13. RESTORE 'AREAS DISTURBED BY CONSTRUCTION AS THEY OCCUR, TO
PROVIDE CONTINUOUS MITIGATION.
14. FINISH GRADE ALL OTHER DISTURBED AREAS AS SHOWN ON PLAN
AND STABILIZE AREAS WITH LOAM, SEED AND EROSION CONTROL
,oRw�r NE IRE. �f,t �` � l f f t( !' BLANKETING.
I
FILTERED
F RUNOFF j< `FLOW ! PLAN REVISIONS(( ( l (( j ( �... •'."' SEE SHEET 1 OF 3
PROPOSED SEPTIC SYSTEM SITE PLAN
SEDIMENT LADEN 4591 FALMOUTH ROAD, COTUIT, MA
RUNOFF '
SILTATION FENCE SHALL BE ; Prepared for: Thomas Capizzi, 90 Head of the .Pond Lone, Marstons Mills, MA
TRENCHED IN AND BACKFILLED
Engineering by: Surveying by: SCALE' DRAWN JOB. N0.
SILTATION BARRIER Landsurve 1ng, Inc. .T.M. 148-06
E lAeenl WOrkr N.T.S.N.T•S.
12 West Crossfield Rood P,O. Box 442 DATE CHECKED SHEET NO.
Forestdale, MA 02644 Forestdale, MA 02644
(508) 477-5313 (508) 477-4511 9/30/04 P.T.M. 3 Of 3