HomeMy WebLinkAbout0480 SANTUIT-NEWTOWN ROAD - Health 480 SANTUIT NEWTOWN ROAD
Marstons Mills
A= 029 - 032 \
l;
TOWN OF BARNSTABLE
LOCATION � SEWAGE#. 9-01 s 0-7
VILLAGE PUasrou& HILLS ASSESSOR'S MAAP&PARCEL `9
INSTALLER'S NAME&PHONE NO.CAPSA eOG C. dtlSES
SEPTIC TANK CAPACITY
r
LEACHING FACILITY:(type (size) 12.12 I?� .12-5
NO.OF BEDROOMS DESka-M
OWNER �' -VCZAI ft 1 E-'bEA1405
PERMIT DATE: .3 "0,-X-J.0 1 J COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater.Table to the Bottom of Leaching Facility f} Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Al 1A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) 1 � Feet
FURNISHED BYCLe�t x�T 1
i 1 ' A f
I = 21. 5 � A
__ o 0
C (&CAR) B
2.14
• _ 3 -
(�-S = L41 .5 � O . p
C-3 ° 5S. 2� y -s --
C_4 :
C-5 = �q.
i•�
V
__ll ( / /-
No. � Fee
THE COMMONWEALTH OF MASSACHUSETTS Enteredin". er:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpliLation for -Misposal 6pstem Construttion Permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. �QU`/y-`..N�� y Owner's Name,Address,and Tel.No.
S°rEV6V P'MA10Ei oS
Assessor's Map/Parcel A " 3.;L. ea 5AA jTurr_#J ;,v
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. S O 8-;X'7 3 e 6377
CAPGWID6 6&rTLW2iSE5 GEC lt� w�Llu E A
Type of Building: �3)61t� PARt IT4E V)
Dwelling No.of Bedrooms Lot Size A(/:tq.ft. Garbage Grinder( )
Other Type of Building F S ob—X T/94(. No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 2s�;Lo gpd Design flow provided g a gpd
Plan Date 3-L7-a.0( Number of sheets Revision Date
Title 4k 9 0 6-A _rrl1tT -Al E)Td(RSA)
Size of Septic Tank 1T t7c� Type of S.A.S.T)
Description of Soil M i'T Sail-VA Q& 3 !o 5 - PC�4
Nature of Repairs or Alterations(Answer when
applicable) U$.,� ` �-` - �Tr . -Lorer T'"C
Al ICJ 0 P, �! /s�
X25,e�_
BJC�-
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 3-)L-2 --I
Application Approved by Date 3
Application Disapproved by Date
for the following reasons
Permit No. �� 0 ' Date Issued
No, -� �� v'T 0 Fee. D✓
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rppfication for Misposal *pstrm Construction permit
Application for.a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ElIndividual Components
Location Address or Lot No. q&Q �wrier'r'•sy Name,Address,and Tell.No.
Assessor's Map/Parcel A2 3 2..
Installer's Name,Address,and Tel.No. 50S -CM :617-7 Designer's Name,Address,and Tel.No. 5'p 2-;17 7 &3-j 7
0AP-wt0E' EN`reWAJSES ZG C-IiCr&J6Z_:gV)UC:7 mac.
Type.ofBudding: �3�M�+.J PGR-'trCtEV)
Dwelling No.of Bedrooms Lot Size 49, C ,x _ tsq.ft. Garbage Grinder( )
Other Type of Building ms t Des jTi 04•L No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) A' r� gpd Design flow provided �t GEC gpd
Plan Date -1-1-a_O l St Number of sheets ( Revision Date
Title
Size of Septic Tank 1, Type of S.A.S.� � zn �-�- e�L•,q.�,,P_S•
Description of Soil X b (:t— 36(( � 5 Pf A,
�d
Nature of Repairs or Alterations(Answer when applicable) U S_ C= 5, r fG T- jL?C
7) -R ) l r " 'CE
r VD
-• I 6T '-5544 Sub_A_&34h1fjGr
N
bate last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
1
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 3xz —1
Application Approved by -r—. ,� _ Date 3
Application Disapproved by i i Date
for the following reasons
Permit No. cf�� C� �'Z' Date Issued 'r
-----------------------
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 (2A
- - at- 41$(]' -has b en constructed in accordance - -
with the provisions of Title 5 and the for Disposal System Construction Permit No. 201%—b7ydated
Installerl���r4p7Cw e7aG1771-'1+2��IC /RA6 Designer
#bedrooms ;Z1 Approved design flow y �� gpd
The issuance of this permit shall not be construed as a guarantee that the
� pystem will futc nasg n .o-,.
Date sct d"No. gG l Y Fee ,�y
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction i3ermit
Permission is hereby granted to Construct( ) Repair(V Upgrade( ) Abandon( )
System located at '� �!'►of .. / epl�J �e 1 D /� ,� �,/ ,_ ]�l (L L-
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.
/1
1 e
Provided:Construction must be completed within three years of the date of this permit. ,
Date �-' Approved by
r
#5930 P. 001/001
Town of Barnstable
VL Regulatory Services
BASTAS ii Richard V.Seali,Interim Director
PAM
",3 Public Health Division
ea sy Thomas Mckean,Director
200 Main Street,Hyannis,MA 02601
Officc; 508-862-4644 Fax: 508-790-6304
QQ Installer& Designer Certification Form
Date: ,3'1O Sewage Permit# '?P i e_Z)?_2Assessor's Map\Parcei /3
Designer: _ SG En�meerin5 4,T',nC Installer: Caec.w"Je. cv,k�rPr�s
Address: 2051 Cr berry rkighway Address: 1.53 Covv,rn eco(o 1 S4cee'+
cask war&AW HA e 2 (. y 9
On Gg eP idC E('k"rQrfseS was issued a permit to install a
(date) (installer)
septic system at YBO Saotc f� N ewdon haj
based on a design drawn by
(address)
SG Englt�i<eci,� �[.. dated f'&,cAA 17 ,zalg .
(designer)
_Zr'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. Strip out (if required) was inspected and the soils
were found satisfactory.
l 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. Plan revision or
certified as-built by designer to follow. Strip out(if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was construe nce with the terms
of the RA approval letters (if applicable) aoa,�*� ssq�yG
JOHN L
NUR ILL
411nstr's Sig Lure p .o L
A
S
esigner's ure) (Affix igne s St mp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC REA H D S N_ CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL flu
T S FORM AND AS-
BUILT CARD ARE RECEIVED BY T)l�]E IDARNSTABL C I�EAX.TH DIVISION
THANK YOU
Q:\Scptic\Designer Cenificatiori Form Rev 8.14-13.doc
Town of Barnstable P# ( 5(
Departinent of Regulatory Services
6 i Public Health Division Date
b
rd34 �� 200 Main Street,Hyannis MA 02601 MQ'i
• ��n t,utt� c��
Date Scheduled 3 IT l ( C 1
Time Fee Pd.— IM7
. r
CD
Soil Suitability Assessment for Se e Disposal �,
Performed-By:_ ! + C IC�1 ( VYI&I t`3`►� G SC . Witnessed By: '
1 ovation AddressLOCATION&.GENERAL INFORMATION
Owners NamoT�l�i✓rb
�' U t T Al ]c1ZZJia1A1 P"P Address 420 N&--:: -
la4 n►5
Assessor's Map/Parcel: ` p1CJ/B 3- same
�, En ineer N ZC�f tie= d—;��5 3
X g �� Kra
NBW CONSTRUCT70N REPAIR Telephone# cS(bg -- *1 Z—
Land Use-_ :5tnk famil �06- 2-73-G377 (Jc :v:5•)Slopes( ) Surfaco ��.
Stones
Distancos from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Dralhago Way i ft Property Line ? /6 ft Other — ft
SI i'TCH9(Street name,dimensions of lot,exact locations of test holes&pore tests,locate wetlands?n proximity to holes)
i
i
i
Parent material(geologic) Depth to Bedrook r
Depth to Oroundwater. Standing Water In Hole:_ Weeping lean Pit Noe
it
Estimated Seasonal High Groundwater 7 1 3 Z ASS
DETERMINATION FOR SEASONAL'HIGH WATER TABLE
Method Used: DlrecE 6bc 2rda fah 7 1.3 Z
De th Observed standing in obs.hole: _ _In, Depth to Boll mottles.
De�th to weeping from aide of obs.halo: In. Groundwater Ad)uattdent ft.
Index Well•# Reading Dato: — Index Well]oval Adjrthelbr,,,z„_Adj.Groundwater1eval.,�,
PERCOLATION TEST Date 3.9_16 Thug lb
Observation
Hole# j Time at 9"
Depth of Pero 3�' Jr y r Time at 6"
Start Pro-soak Time G / 0 y am Tlmo(9"-6")
End Pre-soak
Rate Min./lnoh , Z
Site Suitability Assessment. Sltd Passed es Slto Palled: Additional Testing Needed(YIN) 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 Conservation Division at least one(i) week prior to beginning.
Q:ISBPTICVBRCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole#f Z
Depth from. Soli Horizon Soil Texture Sdil Color Soil. Other
Surface an.) (USDA) (Munsell) Mottling (Stnucture,Stanei;Boulders.
• , rats ancy.96Ylravell •
b�1(0 A L S lQ 1r 3/2
3(-
Z
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
DEEP OBSERVATION HOLE LOG Hole#
Depth frorri Soil Horizon Soil Texture Sall Color Sail Other
Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders..
DEEP OBSERVATION HOLE LOG Hole#
Depth from Sall Horizon Sall Texture Sall Color Sall Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,SRoaes;Boulders,
consistency, OERVII)
Flood Insurance Rate Maas
Above 500 year Mood boundary No— Yes ._
Within 500 year boundary No Yes
Within 100 year flood boundary No. ✓ Yes .
death of Naturally Occurrine Pervious Ma erlal
Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the
area proposed for the soil absorption system? Ye S
If not,what Is the depth of naturally occurring pervious material's
Certification
I certify that n �6 I y (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and exp once described In 4 10 CMR 15.017.
Signature ! � �-- Datb 3' 17"/8
Q-WFrrlLVB1tCPORM.DOC
TOWN OF BARNSTABLE
LOCATION 4"'y SEWAGE #
VILLAGE i?q ors /c S ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.S���� T — �"
�1 SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO. OF BEDROOMS off— PRIVATE WELL PUBLIC WATE
BUILDER OR OWNER �sG /� / 2eJiLDs
DATE PERMIT ISSUED:
DATE COLIPLIANCE ISSUED: ��'G
VARIANCE GRANTED: Yes �_
uCo4c
- ,66.8 _
FINISH GRADE OVER DBOX- _ GENERAL
C
T.O.F. EL.= 69.5 ±' FINISH GRADE OVER CHAMBERS- 66.8 - 66.1'
E RAL NOTES
f P SLOPE @ 2%MIN. OVER;SYSTEM 3/41"TO 1-1/2" DOUBLE WASHED
PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER
STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET& RISER TO WITHIN 8"OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
OUTLET TO WITHIN 6"OF F.G. 4 SCHEDULE 40 PVC INSPECTION T F.G. WITH ACCESS
FINISH GRADE MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2 OF 1/8 T!O 1/2 DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
@ FND. EL. 67.9'± F.G. OVER TANK EL. = 68.2'�- 5" DIA. OUTLET(S)
STONE OR GEO��TEXTILE FILTER FABRIC
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
1 f , PLACE RISERS OII`1 ALL DESIGN ENGINEER.
PROPOSED 4" 9" MIN. TOP OF SAS= 63.83 CHAMBERS WITH
EXISTING 4 „ ' 9 MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE r ` SCH. 40 PVC 36 MAX. 63.00 36"MAX. BREAKOUT EL= 63.50� INLET PIPES TO 6 OF SYSTEM UNLESS OTHERWISE NOTED.
SEWER PIPE FINISHED GRADE
-= --- _� 3" DROP MAX _ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
3„ 9„
- - rc -- 6 3 2" DROP MIN -- L 4 # PROVIDE WATERTIGHT ELEVATION =63.50' FORA DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
MIN.SLOPE @ 1% o 0
i 13" 4" PVC IN FROM JOINTS (TYP.) o�� oo C 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
14" \_ j " SEPTIC TANK 4" PVC OUT TO 0 0 O 0 �I C� 0 °° o O o THE LINER 1S NOT LESS THAN THE BREAKOUT ELEVATION.
CONTRACTOR TO PROVIDE LEACHING FACILITY oo r� 00 0 5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
SPECIFIED DROP BETWEEN „ CD CD 0 0 0 t�
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL , 12 6 , , �p °° 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48 VERIFY CONDITION OF
OUTLET TEE 63.30 MIN. 63. 3 2 °° � �� 0 0 o� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE °° �� FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS o 0 ] C� C� o
OVER MECHANICALLY o o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
I TANK - NECESSARY COMPACTED BASE
4.0' I 4.0' i AND DESIGN ENGINEER.
5 8.5' (TYP} 4.0' 4.83' 4.0"
OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 64,93'
_F
TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON A NAIL SET IN A 23'"0 TREE AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET 6� .00, GROUND WATER ELEV.= < 56.00' 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL.
THROUGH DI -SAE AT A 7 R T N DIG-SAFE LEAST 2 HOURS PRIOR O COMMENCING NG WORK ON SITE AT
5' MIN. (CHAMBER END VIEW
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
*CONTRACTOR T®VERIFY EXISTING SEPTIC TANKPROFILEDISTRIBUTION T I L I DETAILS LS
ELEVATION PRIOR TO ANY WORE: NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOTIFY ENGINEER IF DIFFERENT. p 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
),` p k TEST PITDATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
raCN '� APPROPRIATE AUTHORITY.
_ -- RC NO. 15612
,�. PERC
INSPECTOR: Donald Desmarais,RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
k° m 6 UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
' * - ? EVALUATOR: Michael Pimentel, EIT, CSE
ZONE 2�,/` .�- � TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
C.S.E.APPROVAL DATE:i Oct. 27, 1999
4 1/ �I 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
... 0 DATE: March 9,2018
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
TEST PIT#: 1
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP 68.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
w I • <<F " , �' ;x FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
° '' 1 � EV WATER= <57.00'
. R Ef7 C7 t` EL
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
Q `. PERC RATE <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
_; erry LOCUS
O C° r; { `+� - DEPTH OF PERC 36 -54" 16. PROPOSED PROJECT IS LOCATED WITHIN:
TEXTURAL ASSESSOR'S MAP 29 LOT 32
577� PROPOSED 2-500 �r � } CLASS: 1
w I 3g 3g„ D OWNER OF RECORD: STEVEN F. MADERIOS
0 GALLON LEACHING co
I EXISTING LEACHING PIT (approximate 40 00' CHAMBERS PROPOSED mC7
location) TO B= PUMPED AND FILLED / „
`" INSPECTION a- '4t r " 0 68.00 ADDRESS: 480 SANTUIT-NEWTON ROAD
WITH CLEAN SAND &ABANDONED � ► � �� �,.1`
PORT i 1 .� ; ti. -� A Loamy Sand
g � 10Yr 3/2 MARSTONS MILLS, MA 02648
-70-T EX. GARDEN TO ZLt _ , _ , , I 6 67.50 FEMA FLOOD ZONE X
I EXISTING 1,000 GALLON 16" „ ! BE REMOVED � J��� t� D 12 ,. w. , r
SEPTIC TANK TO BE _-- / rr � -- � Sandy Loam
?3 + 4S B 10Yr5/6 COMMUNITY PANEL# 25001C0537J
MAP 29 UTILIZED IN DESIGN � _70 /- �0 � a � i
/ .LOT 32 / 1 .� � �' 7 DEED REFERENCE: BOOK 8497 PAGE 227
Q I 48,424± S.F. _ 69- `'-,.� 6'� TP 1 c° i . /. / x / / , 36" 65.00'
S O 68x / x / 1 w o `w=?` Perc 18. PLAN REFERENCE: PLAN BOOK 349, PAGE 76
T *r,3 ri.
z61>
1 D--BOX X - ��'�` * �`` "' ' 54" " 63.50' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
y,ry. .
n „ -g _ / 68'' �o / / <i .q /i ;� 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLANT IS TO BE USED ONLY
F
FOR SEPTIC SYSTEM RADE. ENGINEERING WILL NOT ASSUME ANY LIABILITY
S UPG JC S
s g 1 M
F IT INTENDED PURPOSE.E.3 OR USES OF THIS PLAN OTHER THAW ITS TENDED U SE.
W 2 / w /.- . SHED \
Z I 67x0�. 4 ` Medium Sand 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
!� \ EXISTING / / j �' - C 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
"' �� I \ / REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
-
t 2 BEDR OM O
GR
AVEL /
Z / DRIVE / / DWELLING
TOE=69.5'± Al n' 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
LOCUS PLAN V REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
U.P. #36A i l �--- o H w I ,� „
' t� tiv
/ �jw i / / 23 SCALE: 1 = 1000
� / / �' L _... 132
( / o/H/w o/�® ® .,,� �w� � � 1 � i � / 57.00
_US `' / C° Benchmark No'Mottlin Standing or Weeping Observed
cAs `7 co i �� 9, 9 p 9
co / Nail Set in Tree
_ ® _I-. ....- t-- I'..- ►n ' -66 ._. ' / / � Elev. =64,93' DESIGN DATA
TEST PIT DATA LEGEND
m
c° .�
ro rn o °, rn off, w t Approx. M.S.L.
O _ PERC NO. 15612
s
,
A
INSPECTOR: Donald Desmarais, RS 50x0 EXISTING SPOT GRADE
NUMBER OF BEDROOMS 2 3 MIN. PER TITLE 5
110 EVALUATOR: Michael Pimentel, EIT, CSE -- - 50 --- EXISTING CONTOUR
DESIGN FLOW GAUDAY/BEDROOM
f C.S.E. APPROVALMarch DATE:2018 ct. 27, 1999
TOTAL DESIGN FLOW 220 GAUDAY r v� PROPOSED CONTOUR
DATE: ,
DESIGN FLOW x 200 % = 440 GAUDAY - 50 PROPOSED SPOT GRADE
TEST PIT#: 2
USE EXISTING 1,000 GALLON SEPTIC TANK EL'EV TOP= 67.00' GAS EXISTING GAS LINE
EL'EV WATER= <56.00' 0 HIW EXISTING OVERHEAD UTILITIES
PE
S81°48'40" RC RATE _
E
32 _ W W EXISTING WATER LINE
INSTALL 2 AL. CHAMBERS w/ AGGREGATE TE
13
TA 500 G C S G
SWING-TIES SCALE: 1"=20' DEPTH OF PERC
SIDEWALL CAPACITY - TEST PIT LOCATION
DESCRIPTION HC-1 HC-2 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
TEXTURAL CLASS: 1
CORNER OF STONE (1) 24.9' 46.6' (25.0'+ 12.83') (2 ) (2' ) ( 0.74 GPD/S.F.) =112.0 GAUDAY a EXISTING 1,000 GALLON SEPTIC TANK
CORNER OF STONE (2) 45.2' 71.4' 0" 67.00' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
BOTTOM 'CAPACITY Loamy Sand
A
CORNER OF STONE (3) 51.9' 73.7' (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY 6„ 10Yr 3/2 66.50'
❑ PROPOSED DISTRIBUTION BOX
(25.0 x 12.83) (0.74 GPD/S.F.) - 237.4 GAUDAY
CORNER OF STONE(4) 35.6 50.1 Sand Loam
B 10Yr 5/6 O PROPOSED 500 GALLON LEACHING CHAMBER
TOTALS:
TOTAL NUMBER OF CHAMBERS 2 36" 64.00'
TOTAL LEACHING AREA 472.2 SQ.FT. DATE BY APP'D. DESCRIPTION
TOTAL LEACHING CAPACITY 349.4 GAL./DAY '
PROPOSED SEPTIC SYSTEM UPGRADE
o PREPARED FOR:
NOTES: (2) CAPEWIDE ENTERPRISES
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF
3 Medium Sand
COMPONENT. - .
O
C
COM EACH SEPTIC SYSTEM 2.5Y 6/6'
m LOCATED AT
N IN THE LOCATION OF
O
2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS
480 SANT IT-N WT
THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST U E ON ROAD
PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL HIC-1 (1) O MARSTONS MILL, NIA 02648
BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA.
SCALE: 1 INCH = 20 FT. DATE: MARCH 17, 2018
0
7 ,
2
� 2 132
3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER 8' 56.00
0 10 20 40 80 FEET
ZN OF M
PROTECTION OVERLAY DISTRICT&THE ESTUARINE ZONE WATERSHEDS. #480 (4) No Mottling, Standing or Weeping Observed •
EXISTING o2� yG PREPARED BY:
OHN L
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A 2-BEDROOM RESERVED FOR BOARD OF HEALTH USE CHURc ru m JC ENGINEERING, INC.
COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE DWELLING
.4
THE FIELD PRIOR TO INSTALLING THE SYSTEM. TOF=69.5± 2854 CRANBERRY HIGHWAY
MEASUREMENTS IN E IE
CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE EAST WAREHAM, MA 02538
INCORRECT.
SITE PLAN
HC-2 508.273.0377
S �'
SCALE: 1"-20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.4100
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