HomeMy WebLinkAbout0059 MASTHEAD LANE - Health (2) 59 Masthead Road
Centerville
A- 193 —091
S M EAd
No.2483LOR
UPC 12534
amend com • Mob In USA
��
�"4er
1
�114S7H
E4D ZAyV.�' N A
CO 1 S 86 3835" E -—
�`0 �0 47 39
0 Pro'o Lot 22
X Co✓ 15,060t S.F. m
Pch' 0.35f AC.
18.5
v� I
Props Exist.
Dwg;oAdd,. j59 I v o
rF J - #59 Cn
"7 N i��) � Pro � I co \I
r7 N k P•
1 p.Q 1 0'
��. Neve Septic 00 1
System 1
` Reserve
120.03'
N 89 04'58" W
STREET ADDRESS: #59 MASTHEAD LANE
ASSESSORS' MAP 193 PARCEL 91
OWNER: BARRY FRASER
DEED REF.: BK, 4703 PG. 80
PLAN REF.:. PL. BK. 274 PG. 5 LOT 22
TOWN OF BARNSTABLE ZONING
BY—LAW
ZONE RC _ I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL
SETBACKS KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING
FRONT = 20' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS
SIDE = 10' OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE.
REAR = 10'
PROPERTY LINES SHOWN HEREON
tiSH OF�tf.�s
WERE COMPILED FROM AVAILABLE
PLANS OF RECORD AND VERIFIED ° BERRY Gs�
o` ANN a
ON THE GROUND. " WARNER t�
Na. 38721
51 � PLOT PLAN
s ✓
THE DWELLING DEPICTED ON THIS s AND '� SHOWING PROPOSED ADDITION
PLAN WAS LOCATED ON THE GROUND ` IN
BY SURVEY ON MAY 8, 2005 AND �p
EXISTS AS SHOWN AS OF THE DATE (// BARNSTABLE, MASS.
OF LOCATION. SCALE.• 1"=40' APRIL 24, 2009
THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S
PURPOSES ONL Y. 22 LONG ROAD
HARWICH, MA. 02645
(508) 432-8309
THIS PLAN IS VOID IF NOT
STAMPED AND SI(2NED IN RED. 0 20 40 80
PROJECT NO. 05-185PP
ON TARGET 99 Locating Services
Enterprise Avenue www.ontargetserVices.com
UtilitySices- Gardiner,Maine04345
ery tel 800-598-0628 fax 207-588-3302 e-mail: info@ontargetserVices.com
Date/Time: 08/07/2007 06:29:30
SCOTT CAMPBELL, CARDINAL TREE&
EXCAVATION
32 RIDGETOP RD
COTUIT, MA 02635
Tel: (508)-420-1295 ext.
This message is being sent in response to your request for underground cable location.The following represents
a list of responses for the indicated member.These reponses only pertain to the specific member.
Ticket#: 20073202094
Place: BARNSTABLE, MASSACHUSETTS
Address: 59, MASTHEAD LN
1- COMCAST CABLE-SEMA AREA Ticket Screened on 08/06/2007
This ticket is clear of conflict and has been screened by
On Target Utility Services
If there are questions regarding this transmission or if you arrive at the site and have a question
about the markings, please call 1-800-598-0628, extension 3347, during normal business hours, Monday -
Friday between 7:00 and 4:30
We would appreciate your help in speeding up the notification process.
Please contact On Target with a current email address or fax number. Thank you.
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
BARNSTABLE,
9� MAS& ��$ Public Health Division
ArFO nM't Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office:. 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: S Sewage Permit# :Zoa7 2,V Assessor's Map\Parcel/?5 _
Designer: In Installer: Sef
Address: . 9 2 Ck l.; efd 12-cq Address:
0n F 070 i was issued a permit to install-a-
( te) (inst err)
septic system at based on a design drawn by
M (address)
dated 2
(designer)
.. . .I 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. Stripout (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. Plarrrevision or
certified as-built by designer to follow. Stripout (if required ected-aid the soils
w e found satisfactory. �H OFMgss
PETER T. Gn
c McENTEE
71
nsta ler's S' a e) CIVIL y
,a 9 No.35109
8 T
S�/ONAL ECG
(Designer's Signature) (Affix Designer's Stamp 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:\Septic\Designer Certification Form Rev 03-09-06.doc
L CA-
ff / lj 1
EXIS TINS
j 5 BEDROOM i
f HOUSE (#59)
TDF=1 00,38 �:
CAssur�ed� ;.�'
f
- 1
t
�--~ VBig
s ~
L \
- N
0�
S ed 0 00
00�
� o
31,7�
------
PROPL]SED S.A.S.
42'
TOWN OF BARNSTABLE
LOCATION _5 J A64sTliroal 12al SEWAGE # 2ao7_ 117/
VILLAGE /TF.` /= ASS SSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
Z /era — Ov7 9�
SEPTIC TANK CAPACITY /�/O (f 4L.
LEACHING FACILITY: (type) " SlX� ��1 • �' (size)NO.OF BEDROOMS
BUILDER OR OWNER ' O V rde#7�e4
PERMITDATE: �' U y COMPLIANCE DATE: 8-20 -a7
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 Leac ng Facility(If any wetlands exist
within 300 feet ofgaclyng facih Feet
Furnished by C'"
��, ®�n
.. � �� � o
��
� _ �c
��
n
hS 8-�
� �� ��
��Q
a'
s
���� ��►,�y1s�c�
_,�
t c 1
No. lwl �l1 Fee (�d
- w
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: $ ---
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplication for �Digpogal *pgtem Con0tructtou Permit
Application for a Permit to Construct( ) Repair 911T Upgrade( ) Abandon( ) omplete System ❑Individual Components
Location Address or Lot No. 4D R& Owner's Name,Address,and Tel.No.�, ley FR4S�/2
Assessor'sMap/Parcel �� �'� ,ua� 579 P74S�f� � ;t� rC�yidGr�
Installer's Name, ddress,and Tel.No. /o ( Designer's Name,Address and Tel.No.J7 ub1eKS
a R;ogeep A®. C 1�' �i?. 013 VUX 7:aCe -A,94le. /44
. V ZO- /a9S' (177- 5;13 .
Type of Building:
Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder (Q)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided ��) gpd
Plan Date l,0,117p Number of sheets_ Revision Date
Title
Size of Septic Tank Type of S.A.S./J.Z X Vj_
Description of Soil
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 o the Environmental-Code and not to place the system in operation until a Certificate of
Compliance has been issued by this ar of Healt
Signed Date S
Application Approved by Date "]
Application Disapproved by: Date
for the following reasons
Permit No. 7� / Date Issued
No. 06-1 2-1 �f f aL 1P^ Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
AS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes /
21ppYicatton for 33topont *pgtem Con0truction ermit
Application for a Permit to Construct( ) Repair 91C Upgrade( ) Abandon( ) Xcomplete System ❑Individual Components
Location Address or Lot No. 37 19,03 1/,f46 R.0 Owner's Name,Address,and Tel.No. LFWRY FR415611q,
Assessor's Map/Parcel C.-e4re f // �� •106,00t Jr? mAba=/e R! "Va�V;Z
Installer's Name, ddress,and Tel.No. �- l� y� Designer's Name,Address and Tel.No. 154? �bQKS
�a Joe oge uP 1?o. C�,4- A,'? a3 a /�a»6w ao• j5eej-1041c, Mlq :.
a9f
U / r
a o - �� a1'.3
Type of Building:
Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder WO)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) '! ) gpd Design flow provided $5D gpd
Plan Date D / Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S./,3•Z X V7_ . !F2j 4!�4( h&.Y1 6Wf
eS
Description of Soil ( n rn h"M
I
Nature of Repairs or Alterations(Answer when applicable) 457
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 ofithe Environmental Code and not to�pl race the system in operation until a Certificate of
Compliance has been issued by thisVarf HAla.
Signedw Date S U
Application Approved by Date S 7
Application Disapproved by: Date
for the following reasons
Permit No. Cb 7, >1 Date Issued ° -7
——————————— —————————————--
_� HE COMMONWEALTH OF MASSACHUSETTS
- BARNSTABLE;MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIF ,,that the On-site ewage Dis osal Syste Constructed ( ) Repaired ( Upgraded ( )
Abandoned( )by
at 4!1 ;vl c{ has been constructed in accordance
with the provisions of Title 5 and the for Dis o al System Construction Permit No. 100 7 2 dated 7/5/"7AAA
.
Installer -'I' ,Designer
#bedrooms y \Qpproved des' flow , / gpd
The issuance of thispe it shall t .e con trued as a guarantee that the system i fu ction as deli ned. aG�` >
Date Inspector _ p
No. - N Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
lwtgpogal 6p5tem Congtruction Permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( )
System located at 5-C7 /YIiA tt op. a on f t-d/i
r
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following-local provisions or special conditions.
Provided: Constructio must be completed within three years of the date of thin it.
Date 5y Approved by
e.+
t ,
� i
ocGb�. Voo"I
c Teo
K i 4 4f/Q
L�vI*AgRG�M
Town of Barnstable P 4t
�TMe
Department of Regulatory Services
Public Health Division Date 5
a3y A�� 200 Main Street,Hyannis MA 02601
Nlla
Date Scheduled Time 0 Fee Pd.
Soif Suitabilitv Assessment for Sewage Di � osal °
Performed By: Witnessed R, \ +�Q
LOCATION& GENERAL INFORMATION
Location Address Owner's Name
kS Address
Assessor's Map/Parcel: 19300�'\ Engineer's Name Q� f �C l9
NEW CONSTRUCTION REPAIR ' Telephone# 1
Land Use Z!� *-do to Slopes(%) Surface Stones
Distances from: Open Water Body N` ft Possible Wet.Area`)A ft Drinking Water Well ft
Drainage Way f')(4 ft Property tine tt. Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Parent material(geologic)L�n CeA2, c R( ZaQ� Depth to Bedrock y 10
Depth to Groundwater. Standing Water in Hole: &�WeepIng from Pit Race
Estimated Seasonal High Groundwater J
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: N 4 in.
Depth Observed standing in obs.hole: In. Depth to soil mottles:
Depth to weeping from side of obs.hole: in, Oroundwater Adjustment ft
Index Well#saw Reading Date: Index Well level AdJ,f�Ctbr Adj.(Groundwater]level
-- — ASa
PERCOLATION TEST Thee
Observation �—
Hole# Time at 9" -
��9 U Time at 6"
Depth of Perc
Start Pre-soak Time @ Time(9"-6") ^�
End Pre-soak Ca a'g e O ; 3"/
Rate MinJlnch Z ll
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) `
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100 of wetland,you must first notify the.
Barnstable Conseliwation Division at least one(1)week prior to beginning.
QNSEPTICIPERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Corisistengy.%Gravel)
a
-33`-i F G CJx+'-s S'An9D Z to L /14 o
p,5Z) 10 yZ s/ "'AA s. o
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Cons'sten %Gravel)
V
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Con i to Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color 8011 Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consi en 1
4
Flood Insurance Rate Mau: _
Above 500 year flood boundary No_ Yes ,
Within 500 year boundary No= Yes
Within 100 year flood boundary No— Yes
Death of Naturally Occurring Pervious Material
Does at least four feet of naturally o0urrtnOper sous material exist in all areas observed throughout the
area proposed for the soil absorption system? --
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on /1— �''cL _(date)I have passed the soil evaluator examination approved by the
t'
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required train, g,expertise and ex erience described in 110 CMR 15.017.
Date
Signature
Q:\.SEp'nCU?ERCPORM.DOC
LEGEND a
Lon epO1
d' 1 O.00 MA THEAD LANE Co n Cros R
PK/ 13s PROPOSED CONTOUR o
SET 9,76 i-w9e Of Pavemen-t C' 8
9�3,9� � Pan Ln
..-.-- 138
--- -- _ � PROPOSED SPOT GRADE a � ' r�gn<n� �
"� � °e� LOCUS �g°
UP/1146/3 10 EXISTING CONTOUR
In 99.71 S Sp E - 100.10 110 EXISTING SPOT GRADE
7,3 � �
QL Gj' �� 4 9' & TEST PIT
q` P /r�0 ! —W- EXISTING WATER SERVICE
RI 100.0
99.53 r1B/DH/AND e X � 4E
1 99,94�,/ S"°qe Lot 22 r LOCUS MAP N.T.S.
��15,060+ SF,
/1 9.t3c
0,35+ AC,J �
991210 Map 193
f arcel 91 GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
9 9,37 BOARD OF HEALTH AND THE DESIGN ENGINEER.
98.78 W T � 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
EXISTING LEACH PIT F ` •75 C E OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
TD BE PUMPED AND LOCAL RULES AND REGULATIONS.
FILLED WITH SAND, / 10O,O a� ,06 EXISTING i 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
5 BEDROOM G l TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
HOUSE 059) / DESIGN ENGINEER.
q+ � � INSTALL
LE NQLT TOF=100,38 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
CAssuroed) / 7 62 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
--a�EXISTING SEPTIC TANK V 96' Ln 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
I
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
TO BE PUMPED, RUPTURED FP
r� f +,p THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
& FILLED WITH SAND, � 1 9� Deck s HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY TO BE PROVIDED BY TOWN WATER.
736 Q '!J --� � 9I'36 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S.
99,12 1 ! 9. SEPTIC SYSTEM COMPONENTS SHALL BE INSTALLED AS DESCRIBED
�" '�1 w IN 310 CMR 15.000 SUBPART C.
PIK SET 9%,00 '` 10. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE LOAMED AND
9 ,7G � 98.48 3'7�� X -� 516' -96 SEEDED UPON COMPLETION OF CONSTRUCTION.
SLEEVE X�WER 10' EACH et - ,4.5 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
SIDE DF A7,CROS NG A i 3 �� are pF M THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING
� � gJf9��G CONSTRUCTION.
r Shed ' I Q 0a a PETER T. 12. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
E � IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE5S.,S.
ho I Prop.
¢ McENTE AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
Serp�c CIVIL
o D_,Ro' Tank No. 3511
I r, 94,08 10
-saw ---,-.--.- .-{-- --- , r-- --------`- PLAN REVISION
1 I T-------- ,
L. . I 1 1 7/5/07 — REMOVE PROPOSED ADDITION
J I O � 7- ' 1 / RESER E AREA o /
�j6,73 ...._ ... , 1A Fn� ----- 'S PROPOSED SEPTIC. SYSTEM SITE PLAN
.--� -TP-1 42, -TP-2 59 MASTHEAD ROAD, CENTERVILLE, MA
_ � ��
Benchmark Nal
96,2'5 120,03' " Prepared for: Barry Fraser, 59 Masthead Road, Centerville, MA 02632
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
PK, Nail Set / _ N 89004'58' W Eng1heming)For& Terry�L #a nor,PL.S. 1"=20' P.T.M. 136-05
E1,=9776 (Assumed) " /
�, �' Cz 23 Deer Hollow Road 22 Long Road
Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO.
(508) 477-5313 1 (508) 432=8309 111/2/05 P.T.M. 1 Of 2
PROVIDE RISER OVER D-BOX NOTE: TO PREVENT BREAKOUT, THE PROPOSED
TOP OF FOUNDATION F.G. EL: 98.Ot FINISH GRADE SHALL NOT BE < EL:95.0
EL:100.38 TO WITHIN 6' OF FINISH GRADE FOR A DISTANCE OF 15' AROUND THE
it F.G. EL: 99.0 F,G. EL: 98.3t F.G. EL: 98.3t PERIMETER OF THE S.A.S.
MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAX. COVER
WAM
INSTALL RISERS W/COVERS OVER INLET 4-500 GALLON LEACHING CHAMBERS s INSTALL RISER OVER ONE CHAMBER
& OUTLET TO WITHIN 6" OF FINISH GRADE IN SERIES WITH 4' STONE-ALL SIDES WITH HEAVY DUTY FRAME s3 COVER
L -15'
SET TO FINISH GRADE
4" SCH 40 PVC L =32' L =23'(MAX)
6 F 4" SCH 40 PVC ..---2' LAYER OF 1/S' TO 1/2'
@ S= 2% CMIN.) �o. ®®ia� 8� 2' LADOUBLE WASHED STONE
1a• @ S= i% (MIN.) 6 @ S= 1% CMIN.) ®® a
a. INV. ELEV.=94.73 2' EFF, DEPTH7FFECT
aaa�� a �-
INV.EL:95.40 PROPOSED 1500 GAL. INV. ELEV.=94.90 3/4 1 1/2
D-BOX 5,2' 4'SEPTIC TANK DOUBLE WASHED
TIE IN TO EXISTING 4" SEWERINV.EL95.15IVE WIDTH = 13,2' STONE
am At
OUTSIDE HOUSE AND INSTALL INSTALL INLET & OUTLET TEES
CLEANOUT AT CONNECTION. INV. ELEV.=94.50
INV.EL: 97.2f GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.=95,3 —BREAKOUT ELEV.=95.0
SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=94.50 aea
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 638ia�����ee�
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2).
BOTTOM ELEV.=92.50
4 4 x 8,5' = 34.0' 4'
SEPTIC SYSTEM PROFILE 5' MIN, ABOVE MAX, SEASONAL EFFECTIVE LENGTH = 42'
(3) 5" DIA.OUTLETS HIGH GROUNDWATER ELEVATI❑N
1� 5_5" L.— 16' 2' N,T,S, NO G.W. ENCOUNTERED LEACHING SYSTEM SECTION
BOTTOM OF TP-2, EL,=84.2
15.5' 8'
6' (' t,
-� DESIGN CRITERIA
e•
NUMBER OF BEDROOMS: 5 BEDROOMS
D—BOX SOIL TYPE: CLASS 1
pit
SOIL LOG DESIGN PERCOLATION RATE: <2 MIN./IN.
10'-6" KT•t DAILY FLOW: 550 G.P.D.
DATE: JUNE 6, 2005 (Ref.# P-11014) DESIGN FLOW: 550 G.P.D.
— SOIL EVALUATOR: VERONICA WARDEN C.S.E. GARBAGE GRINDER: NO
3 - 20' Dio. Covers INSPECTOR: DONALD DES MARAIS, BARNSTABLE B.O.H.
LEACHING AREA REQUIRED: (550) = 743.2 S.F.
INVERT F# 3®®® ® ®tD®® 5 -8 J 0C
TP- 1 Depth Elev. TP-2 Depth 74
®®®®®®®®®®®
®E3EZE3 ®®®® 33" Elev. SEPTIC TANK REQUIRED: 1500 GALLON
24" ®try'®®®®®®®®® 98.3 A LOAM 0 94.2 LOAM G"
97.$ P 1oYR 212 g" 93.2 Ap 7.5YR 3 2 12"
102" B LOAMY SAND E SAND USE 4-500 GALLON LEACHING CHAMBERS IN SERIES
SECTION 1OYR 4 6
7.5YR 5/2
96.0 27" 95.3 14"
6" Dia. Outlets 4„ 6" Dio. Outlets C1 COARSE SAND BW SIDEWALL AREA: 2(13.2' + 42.0') X 2 = 220.8 S.F.
95.5 2.5Y 6/4 33„ LOAMY SAND 13.2' x 42.0' = 554.4 S.F.
4" KNOCKOUT ' 10YR 4/6 BOTTOM AREA:
20" DIA, COVER C2COARSE SAND 90.9 C 40' TOTAL AREA: 775.2 S,F,
2.5Y 6/6
4" KNOCKOUT O�4" KNOCKOUT 62" 95.0 C3 - 40"
DESIGN FLOW PROVIDED: 0,74(775.2) = 573.6 G.P.D.
44" MED-COARSE
5'-8" 4'-7' 48" Liquid Level 4'-4" SAND
4" KNOCKOUT 4" 3' ; a 56" 10YR 5/6 PROPOSED SEPTIC SYSTEM SITE PLAN _
110YR 5/4D 59 MASTHEAD ROAD, CENTERVILLE, MA
PLAN .
1500 GALLON CAPACITY, H-10 LOADING Prepared for: Barry Fraser, 59 Mosthead Road, Centerville, MA 02632
500 GALLON CAPACITY, H-10 LOADING 87.8 126 84.2 120" Engineering by: Surveying by: SCALE DRAWN JOB. NO.
SEPTIC TANK NO G.W. ENCOUNTERED E liwii WOr& T .1. W MATF-L,S. N.T.S. 136-05
CHAMBERS e.T.� � � �'
PERC RATES < 2 MIN/IN. 23 Deer Hollow Road 22 Long Road DATE
'+Ts Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO.
(508) 477-5313 (508) 432-8309 11/2/05 P.T.M. 2 Of 2
I
I
TYP.RIM 5-0- s'-&
Typ,2X6 PT SILi. r
2-7X6.PT
111111777 11 B SIDING
77U= TYP.HANG,69' t.
i. EXISTING FOUNDATION WALLS LATERAL 0 u 0 0 0- =1 LLi
TYP.ANCHOR BOLT AND UPLIFT 2X8 PT — . a
3'X3'XU4'PLATE WASHER 2X8'e a W O.C. I, Z Tyvr=K OR EQUAL
A 43,3
NEW rr-.Sf-ACING SHEARU a I&SHEATHING
-W FOUNDATION WALLS 4±�O.C-
ry'P.14ANGBR
2X6 PT PLATE
GIRDER BELOW
'r MIN. ul
0 —SHINGLE STARTER
COARSE
2X&P.T.SILL
2xa,s 0 16*O.G.
SILL SEALER
A -o OPTIONAL 2-*5 ROD
A�xES RING 2"CLEA
TYP.WA
E,/a"X12'ANCHOR
7'.
A�x ....... ------ -------------------- • Ne;,ERS • TOP
4 % BOLTS
•
...• -------�-5-U)-- —: - .
%4. =--- ------- ---
- --------------- ---- -
.... ... ------------
mm
;BA
SEMENT >
co
----- -------
T-T--------------- SILL DETAILS
SILL
-------------
----------- ------
-- --- -- -- TYP --------
9 t ---- TYP.30"X30,?Clf------- ANCHOR BOLT SPACING :=====-==========-==-z=-z-==-= - ---=zz=z ====--,.
----------- ---- ----------------
S.- RD. :T --------------
CoNr-.FTC.W)- 1/2'
O GONG.FILLED:C-01,.
-----------
jo
@
ryp.B6��SLAS- REMOVE: -----------------
EXISTING.
4'T44K C-okc W/ •
REINF
FlBER"Es-POLY. • elLr-o ---------------
: I . ;
WALLS 2
--------------------- tu
H, ---------
77727=
--------------- ---
--- - --------------------------- t
0
-R-0-1-55------------------- -------- ------------ ----- ------- ------------ - �NS:
j
W r
-------------
----------
J
Z9
ID 13 ----------
tLi twLi 11 --- --------------
E-2X8 PT TYP.HANGERS
o .10
14EUJ
2432 2X8'. Igo"O.G.
EXISTING
EXISTING
EXISTING
BEDROOM BEDROOM IBA5EMENT
FLOOR F RAMING PLAN
2
S,
EXIST.
BATH
:• r EKING GUT NEW T NEW
-----------
--------------------------------
722��
----------
a E WALL
vu
---------- ------------------ ----------------- C:0t,16RET'
--- -- ----- . . . . . . .
• CRAWL DAMP.PROOFING CSA ZVI
-R ':APPROVED-
-------------------- -------------- ----- --- --
-- ----- --- PACE
----------
4"POURED V
C014C-Slfl Z
•
--------------------- EXISTING KEY
-- ------------
--3 ----------- x . . . . . .
-------- BEDROOM EXISTING
]a,-6" BEDROOM 10"x22.• CONC.F-T(i.'
GOMPACTED GRANULAR•
W,
C:
NEW
f 24-12 2432 ROOF
.0.
.r-- o.r--
FOOTING DETAILS
EXISTING 4 NEW PLAN FfR I
I PLAN A-
5" CONCRETE WALL 4
EX16TING SECOND FLOOR PLAN
DATE PAGE SCALE
ISTING HOME. 1141-1 0' Lgn2 .
# I DRAWN 'p OF RENOVATE —X 3-25-09 REVISION
MR 4 MRS FRASER
O.C.
1�3
•
53 MASTHEAD ROAD &"UDm�eav M067o�Owfi�verm P.O.
REof—.— c4mn"wr a��A A REO�RC'� 0�aclw���m .� III,
�,6-, �� r BE��—01 L�����-—A—.— .- A�aLaDwa 0�&
VI CENTERVILLE MA. c_onwcwm.
131! FOR 911E CONOITlON9 OR FOR
C �
• cusTon CAP
ASPHALT ROOFING CUSTOM TOP RAIL
X
IS-ASPHALT PAPER 2
_"___.____--. 1/2"SHEATHING SIDING 0
w 2X2 BALUSTERS
TYP.HS TIES 4'MAX_CLEAR
Q SPACE BETWEEN '
DRIP EDGE
RIDGE VENT pnSTING EXISTING
5"GUTTER ICE 1 WATER BEHIND NAILER .n
2X10 RIDGE 2X8 RAFTERS•16°D.C. �0
BEDROOM BEDROOM VENT In'PLY.SHEATHING
2X8 RAFTERS•16"O.C. IS-ASPHALT PAPER ALUM W/FLASHING TOP OF NAILER Z NAILING STRIP
I!1'PLY.SHEATHING CUSTOM TOP RAIL
ASPHALT SHINGLES IX DECKING
IX8 FACIA 15•ASPHALT PAPER p r THROUGH
PT BEAM
IX SOFFIT ASPHALT SHINGLES QA _ - THROUGH BOLT A EACH S.
POS
2-1/4'VENT 2xee c..L o w O.C. __ _ 1X8'e a 16°O.C. WITH TWO 3/4°DIAM.BOLTS.
I-3/4"BED MLDG. —"}-— R30 INSUL• m Ix. TRIM BRD•
R30 INSUL
NOTCH FRIEZE IX3 STRAPPING I UC3 STRAPPING ®� i ° • TYP.JOIST HANGHZS - POST ANCHOR
TO RECEIVE SIDING. 1t"WALLBOARD 1/2°WALLBOARD 1/2'W OARD - 2X8 PT NAILER BOLTED
NEW EXISTING NEW EXISTING 2X4'e a IS'O.G.
BEDROOM BEDROOM HEATH KITCHEN ON WIING R13 SUI-ATION W-3/4°LAG BOLTS 24°O.G. '
AREA IIf Y.SHEATHING A
b-: 0
3/4"T/G PLY. 3/4'T/G PLY. rYVE<WRAP OR EQUAL •°A�" - w"
NAILED l GLUED. NAILED A GLUM. SIDIN °Q
1 CRAWL RIS INSUL.
Q SPACE
EAV
r2 EAVE DETAILS " EXISTING NE"'
—_ _— - BASEMENT BASEMENT 1'e
RIDGE VENT °de• °- ° a
2X10 RIDGE ,. •°°
2XS RAFTERS a 16'O.C. 4°GONC.SLAB
1/2'PLY.5HEATHING `..- ... •. ...• ... ... .... _ _ — °d
15•ASPHALT PAPER / •< -
BC6 GAP(1050 v ASPHALT SHINGLES
ALLOWABLE n�
UPLIFT fiX e G..a 6 O.G. - — (C 1 GROSS EJECTION EXTERIOR DECK DETAILS
R30 INSUL. ® �•/ aJ IV lt./J
IX3 STRAPPING
1/2'WALLBOARD NEW 1R°W LLBOARD
NEW BEDROOM 2X4'e 16,O.G.
PORCH NEW AREA R13 IN ULATION
DO"BABE 14200 BATH 112"P .SHEATHING ..
ALLOWABLE 3/4"T/G PLY- TYVEIIIIIfdddddd WRAP OR EQUAL
UPLIFT LOAD) NAILED 1 GLUED. SIDIN —
d
IS INSUL. `2XB'e a I6"O.C. - —
/ NEW CRAWL
E �: 4"GONG-SLAB SPACE � Q .
Y v
SIDING
RAFTERS a 16°O.C.
GROSS SECTION (B) I/2"PLY_SHEATHING
( ;
EXIST. RIDGE VENT ISe ASPHALT PAPER d
EXISTING EXISTING - ASPHALT SHINGLES ICE WATER BEHIND NAILER X
2XB RAFTERS a 16'O.C. 2X8 RAFTERS a 16"O•G. W-1=C- 2XIO RIDGE10
In'PLY.SHEATHING RIDGE VENT BEDROOM BEDROOM ALUM W/FLASHING TOP OF NAILER
1$•ASPHALT PAPER 2X10 RIDGE I/2"PLY.SHEATHING IX DECKING
15•ASPHALT PAPER v 1-14
ASPHALT SH
INGLE$ ASPHALT SHINGLES $� IX TRIM2X8''o I63-2 IO'6J • -IX6 TIC.BIRDS. R30 INSUL. 2XB'a C.J. a 16°O.G. - ALLOWAB E UPLIFT LOADS)
• IX3 STRAPPING
1/2"WALLBOARD • TTP•JOIST HANGERS
R30 INSUL. - NEW EXISTING NEW - 2X6 PT NAILER BOLTt'-D _
i/2"WALLBOARD - l NEVI FOYER DINING m W-3/4'LAG BOLTS 24'O.C. °• W °
IX3 STRAPPING ® I LIVING _ ° •e (�d'°
I/2"WALLBOARD 2X4'e a 16"O.G. S.
PORCH _ AREA AREA AREA °• Q GRADE
1` NEW RI3 INSULATION e
LIVING 1/2"PLY.SHEATHING 3/4'T/G PLY. °A nAREA TYVEK WRAP OR EQUAL _ -IX DECKING NAILED 1 GLUED" —_ — 3 <• j
3/4"T/G PLY. SIDING __�-_ e 6 —> _''^'Ik- _ °• - e'e i NAILED 1 GLUED.
— PT e --"•--— °3°e IU
-+- / R191NSUL. u•
-- — { 3-2X1.GIRDER e•
7y 3-I/2'CONC.FILLED Im °de•. � W
2X6'e a 16"O.G. EXISTING LOLLY COLUMN. NEW = - -
/ INSUL. y BASEMENT x °p.e
1 .o BASEMENTNEW
'�� -- - / � •: BICs°FOOT'
Al
>• BASEMENT 4"GONC.SLAB
4"CONC.SLAB
GROSS SECTION CAS GROSS SECTION (D) PORCH DETAILS
Z DATE REVISION DRAWN BY PAGE SCALE
MR d MRS FRASER �� RENOVATE EXISTING HOME.
59 MASTHEAD ROAD 3-25-09 I /e of va•-ro' ".I
I
C ENT ER V I LLE M A" N ARG1dlE OF ORA°°NG!LEd vE9 PL°PGNdeER RElPONl+BLE FOR COHPLIANCE lUIW ALL !]I EXACT efg AND REP1.ORCE/ r OF ALL LONCRFTE AIM" C)ALL R 6TWd6!MALL PXTE7d7 OaN MOAILMg YERM"•L]!Tl1L P.O.BOX]1!' •/}O!1—"14
Z� LOCAL BI1fLD/NG CODE!Aro ORdNdfCEe.1!PL5fGN9 MAT NOT BEHELD RE9PONlfBLE rpgr BE DE ERMA®BT LOCAL BOIL GOro—W AND ACCEPT— I41 YERIFI'e1RICIURAf.EILN M!OR L'fE916N°&M ,1' ({E9T BARN!TABLE M4.0]66B
1 fOR 9NE GOND M�NB OR kR 1✓E UE OF NEIE D PdppN09 IXRNO f.ON9 RUCTION PRACRLE9 Oi CON9 RLCTgN VER4Y DE9 GN 4AM LOCAL E YfNEFR W LOCAL EW.dE W An dA O NG G FbCL•.
LEGEND ��` ��
rI'' , ���. ion bpO �
MA S T Et4D i Ca n Cros R
e A/�
LANE 138 PROPOSED CONTOUR
PK/SET c, �c e°
l:ra'ge tzver�er�$ 9 2.9 8
•' -`- / -- _-- 38 PROPOSED SPOT GRADE hr LOCUS
a° °S'<"i' d °
UPi 114E/3 ._.1 i d ._......,- EXISTING CONTOUR
99.71 � 5" E - 1 C 0.10 Aa bOF o�`cr ei?C 990F. �n � D y°slheptl
I,r�
47 39, 110 p EXISTING SPOT GRADE
q �c
�� � ® TEST PIT
°
Qo
EXISTING WATER SERVICE
99.53 rB/DH/END e x
-� LOCUS MAP N.T.S.
+ 99.94,/' S�c°ire `, Lot 22 n E
815,060+ S.F, 99.
- 82
x x 0,35f AC,
9 9, r� ___�' ,--' l Map 193 `�
Q �. Rarcel 91 ,f GENERAL NOTES:
l
1, ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
r I / BOARD OF HEALTH AND THE DESIGN ENGINEER.
99,37
72
y� T 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
EXISTING LEACH PIT
9 ,7`� E OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
r 9 � c
TO BE PUMPED AND 1. fl / LOCAL RULES AND REGULATIONS.
FILLED. WITH SAND, / 100:01}(fp,[75 EXISTING 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
5 BEDROOM t TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
HOUSE 059) / " DESIGN ENGINEER.
j INSTALL TOE=100,38 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
Q d y CLEANDUT (Assumed) , - 7 � FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
v f 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
EXISTING SEPTIC TANK '
TO BE PUMPED, RUPTURED ' V- SFIJTTCR0' ='d ; f � �= 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
t tip THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL. BOARD OF
& FILLED WITH SAND, �7 {U I ,tr - \Bk Deck 9q, HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
—� — - 't�r `' 1 1 �'► 7. WATER SUPPLY TO BE PROVIDED BY TOWN WATER.
c G � 9'I3 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S.
x 9 21 w 1 9. SEPTIC SYSTEM COMPONENTS SHALL BE INSTALLED AS DESCRIBED
0 ri' U f �, IN 310 CMR 15.000 SUBPART C.
PK SET � 75 � f.� 97,00 ` ` 10. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE LOAMED AND
r1 ,76 �' , 98.48 x SEEDED UPON COMPLETION OF CONSTRUCTION.
1 -.. ( 4, ' ,�+7 yr- u 16 y`'
0 9�4 r' 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
SLEEVE SEWER 10' EACH n 95, . ., r�
SIDE OF A -.CRDSSNG a THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING
1 I 9 F'8 kid 1�e ��� �F MAJT9 CONSTRUCTION.
�*, r Shed 1. 1 O ��Q CtiG 12. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
r I 9 I o PETER T.
IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
sl 97: r' Pro,. MCENTEE H AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
Se tPc �� CIVIL
10 ro Prop, v Tank No. 35109
` D-Box to ---� 94,0? 10'
--;- — —.--.— — — — r �F/SZ�K�q �t PLAN REVISION
j --j -------- --, i. NA 7/5/07 — REMOVE PROPOSED ADDITION
.... a� c. j,�j r i M . 1 / RESER E AREA i
PROPOSED SEPTIC SYSTEM SITE PLAN
I I
ode F-gn� I
jy\ ----A------J 59 MASTHEAD ROAD CENTERVILLE, MA-
TP-1 I F TP-2
`. `�� �,� 12003' Prepared for: Barry Fraser, 59 Masthead Road, Centerville, MA 02632
Engineering by: Surveying by: SCALE DRAWN. JOB. NO.
Benchmark No,1
PK, Nall Se t - N 89004'58'° W Englneedng)Von& Terryd )F4" P-LS 1"=20' P.T.M. 136-05
El,=97,76 (Assumed) f o
23 Deer Hollow Road 22 Long Road
Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N 2
�� (508) 477-5313 (508) 432-8309 11�2�05 P.T.M. 1 of 2
f
it
i' • TOP OF FOUNDATION PROVIDE RISER OVER D-BOX NOTE: TO PREVENT BREAKOUT, THE PROPOSED
EL:100.38 TO WITHIN 6' OF FINISH GRADE F.G. EL: 98.0t FINISH GRADE SHALL NOT BE < EL:95.0
.G. EL: 98.3t FOR A DISTANCE OF 15' AROUND THE
F.G.F G EL: 99
MAINTAIN 2% MIN SLOPE OVER S.A.S. 36 MAX. COVER
INSTALL RISERS W/COVERS OVER INLET 4-500 GALLON LEACHING CHAMBERS
& OUTLET TO WITHIN 6" OF FINISH GRADE IN SERIES WITH 4' STONE-ALL SIDES INSTALL RISER OVER ONE CHAMBER
WITH HEAVY DUTY FRAME 8 COVER
L =15' L =32'4" SCH 40 PVC L =23'(MAX) -
SET T❑ FINISH GRADE
6 4" SCH 40 PVC 4" SCH 40 PVC
S= 2% (MIN.) �n ®a ®a " 2' LAYER OF 1/8' TO 1/2'
14• @ S= 1% WIN.) - ln�INV.
S= 1% (MIN.) ®SwaaeaDOUBLE WASHED STONE
® asINV.EL:95.40 PROPOSED 1500 GAL. INV. ELEV.=94.90 V.=94.73
2' EFF. DEPTH a1a®aaa
DOUBLE WASHED
SEPTIC TANK D-BOX ` ITFFECTIVE
S.2' 4' 3/4'-1 1/2
TIE IN TO EXISTING 4" SEWER Am INV.EL:95.15
WIDTH = 13.2' STONE
OUTSIDE HOUSE AND INSTALL INSTALL INLET & OUTLET TEES
CLEANOUT AT CONNECTION. INV. ELEV.=94.50
INV.EL: 97.2t GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.=95.3 lzmm�—BREAKOUT ELEV.=95.0
SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=94.50 aaaaa
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED a®®a ® aa®
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2), as®araaaaaaa
BOTTOM ELEV.=92.50
4 4 x 8.5' = 34,0' 4'
SEPTIC SYSTEM PROFILE 5' MIN ABOVE MAX, SEASONAL EFFECTIVE LENGTH = 42'
(3) 5" DIA.OUTLETS HIGH GROUNDWATER ELEVATION
� 5,5'� ' z� N.T.S. N❑ G.W. ENCOUNTERED LEACHING SYSTEM SECTION
1
BOTTOM OF TP-2, EL,=84.2
6' t. 8'
T DESIGN CRITERIA
2'
D—BOX NUMBER OF BEDROOMS: 5 BEDROOMS
Kre SOIL TYPE: CLASS I
SOIL LOG DESIGN PERCOLATION RATE: <2 MIN./IN,
10'-6" $0.1 DAILY FLOW: 550 G.P.D.
DATE: JUNE 6, 2005 (Ref.# P-11014) DESIGN FLOW: 550 G.P.D.
SOIL EVALUATOR: VERONICA WARDEN C.S.E. GARBAGE GRINDER: NO
_ 3 - 20" Did. Covers INSPECTOR: DONALD DES MARAIS, BARNSTABLE B.O.H.
INVERT ®�®® O ®®®® LEACHING AREA REQUIRED: (550) = 743.2 S.F.
74
®®®®®®®®®®® 33" 5'-8" Elev. TP— 1 Depth Elev. TP-2 De th
®®®®®®®®�®® —� SEPTIC TANK REQUIRED: 1500 GALLON
24" ®L'®®®®®®5a®® 98.3 Ap LOAM O, 94.2 A LOAM 0
97.8 10YR 2 2 61, p 7,SYR 3 2
102" B LOAMY SAND 93'2 E SAND 12, USE 4-500 GALLON LEACHING. CHAMBERS IN SERIES
SECTIO 4" 96.0 / 27 95.3 7.5YR 5/2
6" Dia. Outlets 6" Dia. Outlets C1 1OYR 4s COARSE SAND BW 14' SIDEWALL AREA: 2(13.2' + 42.0') X 2 = 220.8 S.F.
G 2.SY 6/4 LOAMY SAND BOTTOM AREA: - 13.2' x 42.D' = 554.4 S.F.
4" KNOCKOUT 95.5 CrZ 33, 10YR 4/6
20' DiA. COVER COARSE SAND 90. C 40' TOTAL AREA: 775.2 S.F.
2.5Y 8/6
a` KNOCKOUT 0 4" KNOCKOUT 62" 95.0 C3 40" DESIGN FLOW PROVIDED: 0.74(775,2) = 573.6 G.P.D.
44" MED-COARSE
5'-8" 4'-7' 48" Liquid Level 4'-4" � SAND
a" KNOCKOUT 4„ 3" d rJ6" 10YR 5/6 PROPOSED SEPTIC SYSTEM SITE PLAN
MED. SAND
.PLAN. 10YR 5/4 ' 59 MASTHEAD ROAD, CENTERVILLE, MA
1500 GALLON CAPACITY, H-10 LOADING Prepared for: Barry Fraser, 59 Masthead Road, Centerville, MA 02632
500 GALLON CAPACITY, H-10 LOADING 87.8 126' 84.2 120"
SEPTIC TANK Engineering by: Surveying by: SCALE DRAWN, JOB. NO.
CHAMBERS ,,,,,� NO G.W. ENCOUNTERED EngJneming ftr& Terry-4 WarnerPUS N.T,S. 136-05
Krs PERC RATES < 2 MIN/IN. 23 Deer Hollow Road 22 Long Road
Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 432-8309 1 1/2/05 P.T.M. 2 o f 2
1