HomeMy WebLinkAbout0351 GREAT MARSH ROAD - Health 351 GREAT MARSH ROAD
CENTERVUKKE
A= 190 - 216
SMEAD
KEEPING YOU ORGANIZED
No. 12534
2-153LOR
SUSTAINABLE FORESTRY MIN.RECYCLED
INITIATIVE CONTENT 10%
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SFI-01M
MADE IN USA
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Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
es
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
implication for Misposal *pstem Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) 'Complete System ❑Individual Components
Location Address or Lot No. 351 (6,106'yYT V11 ArtSi♦VO Owner's Naa�Tne,Addres$,and Tel.No. 50 -7 3 cl
Assessor's Ma /Parcel C v����t.V i l.tk- 3 at c�u eP rt G�tl l6 rti ,,ti.}reg-
p �� 2 Sl CrPEq 6 G✓ C,cwFe�✓i
Installer's Name,Address,and Tel.No. Z,-71 L!r Designer's dame,Address,and Tel.No. 5'0S-2-T3•0'9'77
KE IN sotisLL.1Z e tkWA-Tlt INC. JC EA5 4c4c 1
Type of Building: -fir
Dwelling No.of Bedrooms Lot Size ' I7V%1 sq.ft. Garbage Grinder(NP
Other Type of Building R3 No.of Persons Showers(q.) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 o gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank ij Type of S.A.S.
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 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of 11 jIe#h.
Si Date
Application Approved by Date ao
Application Disapproved by Date
for the following reasons
Permit No..-,,J a —3 Date Issued
a
AS
},
-may r:• `� i ,...�-
4f., o .. 724 Fee �.
Entered in computer.
it THE COMMONWEALTH-OF MASSACHUSETTS es
PUBLIC HEALTH�DIVISION - TOWN OF`BARNSTABLE; MASSACHUSETTS '
tlYicati0ll fob i�tlO�aY pBtEllt.-Construction Permit 51
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) XComplete System ❑Individual Components
y w
Location Address or Lot No. 35 1 iorl(Ze)1T (M Al2SH `NCO Owner's Name,Address,and Tel.No.
EL
Assessor'§Map/Parcel `10 I to 'BSI G(Ak+ VA GrS fie=./- OtV tr f✓�I�Q
\ Installer`s Name,Address,and Tel.No. � «S?Z'r12S' . Designer's dame,Address,and Tel.No. 506 _73 i �7
KE-V1N SM6LLt1(Z �K(�'kVRTlav� lh1(. �� CK�S+nGfr�'�9
Type of Building: -fir �/ ✓_
Dwelling .No.of Bedrooms 3 Lot Size/,.5%-} sq.ft. Garbage Grinder(NP
Other F Type of Building &3 No.of Persons Showers(q) Cafeteria( )
Other Fixtures,
Design Flow(min.required) D gpd Design flow provided �i gpd
Plan Date Number of sheets Revision Date
Title y
Size of Septic Tank 1j 70D &AL Type of S.A.S.
r .
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
a
Date last inspected:
Agreement:
Tlie undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
.�r
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 e th. a
Si gned Date
' Application Approved by r Date / ap
Application Disapproved by ,Date
for the following reasons z.
Permit No. ,,J -r- / Date Issued
v�
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
+ at .3 �+.Q _t-5' �-._ has been constructed in accordance
' with the provisions of Title 5 and the for Disposal System Construction Permit N4k 7� dated ) 10,
Installer Designer
#bedrooms Approved design flow . gpd
`r The issuance of this permit jshall otlbe construed as a guarantee that the system ill functio designed.
Date x' ! t K Inspector
,.
No-_0 ` rt Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem C6nstrUction permit
Permission is hereby granted to Construct) Repair( ) Upgrade( )� Abandon a( r)
System located at ,3 � /�a� � 0M AX-V� �Cf1�`�1{ N t "P
and as described in the above Application for Disposal Systeini Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be cimpleted ithin three years of the date of this permit.
Date �' rt�'� -Approved by a. .
26,kin 21 12:51 p p.1
From: 01/26/2021 11:52 0172 P_001/001
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Town of Barnstable
Ott
Inspectional Services _
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,NIA 02601
i
Office: 509-862.4644 Fax: 508-790-6304 I
t
Installer& Designer Certification Form
Date: Sewage Permitg Assessor'sMap11'arccl 0 21b 3
! i
Designer: Ur £��i..ee�Ru lac_ Installs jzrk ', SanI
v.
Address: 28.'N Cra.,W!24 L4146nw!,� Address: 1 elYY111 1��zA�t A(?f ;� � )YV6-s �
C. LJ4L%C%&^ MA Oa538_ ra4vra rt+ 'i: "'Z YL; c��3��i
On t; �: +.u�r r r e. ) was issued a permit to install a t
� a
(date)
septic system at' A91 re"� W1 rs1+ �00►4 based on a design drawn by
(address)
3
Inc. dated 1010
(designer)
1 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
i
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
t
a
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, 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 constructed i ance with the to rms of
the NA approval letters (if applicable) ``„OF1egs
c? JOHN L
2 CHUtiCHILL
(Instal is Signature) c IL
J V
/if
estgner ure) (Affix
PLEASE RETURN TO BAR STABLE PUBLIC HEALTH DIVISION-." ERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL .-HOTH THIS FORM AND AS,
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
lUoaldeptiWHEALTH%SFW ER eonneUISEPTIC,Designer Cenifieaaon Rom Rer 6:1 a-17.DUC
P
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351 Cr&Aor5k Q �O 'N,4, 2- �(P
Property Address Map section parcel lot t' a
Type of building Permit number
(Residential/Commercial) 2� a �' a ' T g `2D
Number of bedrooms
(residential)or square i
footage(commercial) Date of Installation
0 Capacity required and Min.G.P.D.required: Special circumstances:
provided(G.P.D.) Alternative Technology/
G.P.D.provided: LI I Variance(s)etc.?Please
specify
LTAR(application rate) t (k Installer Name
Leaching facility component
description and dimensions. CZ)
I Z` '30 `� �,�Q
�,� G'W Designers Name
Water service
(Town or well) ,a Installer Signature*
Depth to Groundwater O *Installer's signature above indicates the system was installed substantially as
proposed in permit plan and is the installers certification as required in Title V CMR
State Zone II? (yes/no) 15.02
The septic system location must be placed on the reverse side. Use two permanent landmarks(such as house corners)to locate system components.
These landmarks should be identified with letters and the system component should be identified using numbers. At a minimum,two septic tank
covers,the d-box,all four corners of the leaching facility and its inspection ports must be concisely measured from the chosen landmarks.
FALMOUTH,MA
L y to )b- ° ,2
to
6� \
i!
TOWN OF BARNSTABLE
LOCATION 3,6"/ t;4,4 f 1AA,Kk X0 SEWAGE#
VILLAGE ��ZV�l�� ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. 97y'L'
SEPTIC TANK CAPACITY f "0
LEACHING FACILITY. (type) 41 size)
NO. OF BEDROOMS 3
OWNER oJX e-'O
PERMIT DATE: 1 COMPLIANCE DATE: �r
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 leaching facility) Feet
FURNISHED BY
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Property Address Map section parcel lot
Type of building GO:
e1 Permit number ^� L'
(Residential/Cauunercial) �`.`��"� .+�.:y t ( — .G
Number of bedrooms �-
(residential)or square
footage(commercial) ,pate of Installation
Capacity required and Min.G.P;D..required; 0 Special circumstances:
provided(G.P.D.) Alternative Technology/
O.P.D.provided: 31 Variance(s)etc.?Phase
specify
LTAit(application isle) t �� Installer Name
Leaching facility Component '`} �-' f jC�':a. +/e ! G(
description and dimensiolts.
Designers Name
Water service. .�
(Town or well) .� Installer Signature*
Depth to Groundwater *Installer's signature above indicates the system was installed substitntialiy`as
" proposed in permit plan and is the installers certification as required in'llde V CMR
State Zane It? (yes/no) 15.02
{ The septic system location must be placed on the reverse side. Use two permanent landmarks(such as house comers)to locate system components.
These landmarks should be identified with letters and the system component should be identified using numbers. At a miainytm;two septic tank-
covers,the d-box,all four corners of the leaching facility and its:inspeclion parts must be concisely measured from the chosen'landmarks:
FALMOUTH,MA
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DATE: REVISED
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DRAWING NUMBER
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DRAWING NUMBER
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SCALE: 'r`; DRAWN BY
DATE: i REVISED
DRAWING NUMBER
T.O.F. EL.= 51 .8'± FINISH GRADE OVER D-BOX= 47.2''} FINISH GRADE OVER CHAMBERS = 46.8' - 47.2' GENERAL NOTES
PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE
FINISH GRADE OVER TANK EL.= 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
„ RISER TO WITHIN 6"OF FINISHED GRADE ,�
FINISHED GRADE OUTLET TO WITHIN 6 OF F.G. 48 5, 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
f @ FOUNDATION = 50.5'± - 5" DIA. OUTLET(S) FMIN SLOPE 1% TO F.G. (SEE GENERAL NOTE#21) 2 OF 1/8 TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
STONE OR GEOTEXTILE FILTER FABRIC
24" MIN.ACCESS 9" MIN - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
COVER (3 TYP.) 36" MAX. „� TOP OF SAS = 44.20' PLACE RISERS ON ALL DESIGN ENGINEER.
PROP. SCH. 40 9 MIN. CHAMBERS WITH
PROP. SCH. 40 �� 9„MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PVC SEWER::� PVC SEWER 4" PVC TEE 36 MAX. 43.20' 36"MAX. BREAKOUT EL= 43.70' INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED.
Z� FINISHED GRADE
MIN.SLOPE @1% 6" 3" 2" DROP MIN. 3 9„ _ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
3 DROP MAX. MIN.SLOPE @ 1� L-27 t PROVIDE WATERTIGHT o o ELEVATION =43.70' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
a 13" 4" PVC IN FROM JOINTS (TYP.) � o�� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
*49.7', 14 45.75' SEPTIC TANK 4" PVC OUT TO 0 0 O 0 0 0 0 O 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
O o0 0
LEACHING FACILITY o Q � Q Q °
T00 00 0 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM.
46.00' INLET TEE 12 6 00
48" OUTLET TEE 44.30' MIN. 43.53' 2 00 o o o� 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
TEES TO BE CENTERED GAS BAFFLE 6"CRUSHED STONE o 0 0 0 00 0 0 0 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
DIRECTLY UNDER RISERS OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
12.6' TO NEW FND. COMPACTED BASE
AND DESIGN ENGINEER.
8.5' TYP
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 4-0- ( ) 4.0 4.0 (NP,) 4.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 50.00,
LEVEL TABLE 25.0'
OVER MECHANICALLY TO BE INSTALLED ON A LE S ESTABLISHED ON A NAIL SET IN UTILITY POLE#7B AS SHOWN ON PLAN.
COMPACTED BASE C, C C �, C BASE. FIRST TWO FEET OF OUTLET 41 .20' GROUND WATER ELEV.= < 35.00' 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL.
2 - 500 GALLON H-20 CHAMBER- 5' MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 10'-6" WIDTH 5'-8�� DEPTH 5'-8" Dimensions per CHAMBER END VIEW
1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
CROSS SECTION VIEW
CONTRACTOR TO VERIFY EXISTING r ( TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
ELEVATION PRIOR TO ANY WORK & �t PTI G TANK PROFILE ACME/Shorey) D I SI R I B U T I O N BOX DETAIL H-2 0 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE
-- n 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
• '° �` •`�',: ff` s '�� t> /f TEST P I T DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
GREAT +� , /�. ', �d+ APPROPRIATE AUTHORITY.
MARSH ROAD „� t �i " . • • !!I� ;J PERC NO. TPT-20-90
(40'WIDE LAYOUT I •
STOOP M ', •(�. -� •• HayINSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
S84°49' 10"E #18 8` • •�. :1+. .' ("' %. `•` EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
_ i. EXISTING . ,• • 'rl' ' •* C.S.E. APPROVAL DATE: Oct. 27, 1999
20.65'--( `' 2-BEDROOM ' '' /• '• 14, 2020 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
CIS
t w , +' .
DWELLING 1' 6' "!. �' 1' `�� - _ rl ''r • , I t DATE: y
TOE-51.8'± ' / ' 4 � 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
��y TEST PIT#: 1 &2
2 .• t MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
MAP 190 ELEV TOP =• ' • '• • r 46.80' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
t.00 (n B H • ' w / • //'',fir /r e.a ,. • •
cn = '.` ` .t1' C '�? " FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
LOT 215 coo v \` ' ,r • ••• s �, • ELEV WATER = < 35.80'
�- _ •
N j ° cV DECK • w • r!t . • •r `i •
O •y'• (• • 1 , ,� •, 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
a * t ' "• •`�-`> '+ ' PERC RATE _ <2 min./inch c
8' `�' •' �` • i SITE CONDITION„ FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
. rY ♦ A fr r : r l
MAP 190 m - ° , . • -` LOCUS " " „
rant err
�° • f` •',f DEPTH OF PERC = 36 54 16. PROPOSED PROJECT IS LOCATED WITHIN:
�� PROPOSED Bogs .'�'\ �" _ •
�E `�° cM ADDITION a f• ,` •.r •� `, `4 � rI• �• ASSESSOR'S MAP 190 LOT 216
N80° 4T �, ' �§ • . ,,� -• ' • . + ,\> TEXTURAL CLASS: 1
a LOT 248 25 ., . ..... RQ
•�� I� • . { . OWNER OF RECORD: WILLIAM & MARGUERITE ROUNTREE
110
a / 49 93 1' O S 72; } • / r •• • +'. " ADDRESS: PO BOX 71
3.33' t •f! • r`'. ��• 'i
S80° 47 25 W 12.6 13.7 ; 10 �' 6 �` ' - � Q _ 0 46.80 CENTERVILLE, MA 02632
2 M ;�`, -�y q Loamy Sand
/ 6' "' r'� •�• Q' - _..,r'_. 12„ 10Yr 3/1 4 FEMA FLOOD ZONE X
MAP 190 �
5.80
COMMUNITY PANEL# 25001CO561J
LOT 216 / kov '~+� • M b �' • B Loamy Sand 17. DEED REFERENCE: DEED BOOK 2232, PAGE 183
27,556± S.F. / 12.8' -
.01
10Yr 5/6
am "�`�• • •:{� 18. PLAN REFERENCE: PLAN BOOK 268, PAGE 20
/J
O ✓ , l-• - '? ` BeeChw < '� 36" 43.80' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
- RESERVE AREA • "
Benchmark o N «• {s• ` . . r. r
C 6C(1. t l II Perc
'v ��' �� / / Nail Set in U.P.#76 N ` ' ` wig ' I* I 20. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM &ADDITIONS WORK. JC ENGINEERING
r ♦ ` • • , 54" 42.30,
v a5 / GP O �''�♦• • •. C' •• ° +. WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED
N �� s' I Elev. - 50.00 25.0
o GUv A rox. M.S.L. Q`
l r ,•� • r M�' I �•� l i
z S w WIRE PP , /. PURPOSE.
�'! •r,'• • �p +• •. ,.�' - `• PURPOSE.
a . •
GAS - GA \ 0 N ��1� • * , • •
:,. 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
' • 'i '• (+ • Coarse Sand
N `�(r• �� (� -�' ; " • \• .• C DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
1 w _ r- . . .r .. • * • 2.5Y 6/6
MAP 190 /� 0 �" •-: !,t" a n tip i • - . `' .' y ° REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
STOOP (/ 0,2,E Q (10-15/°gravel)
LOT 250 = #1 g ( 0 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
U EXISTING o REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
z 2-BEDROOM LOCUS PLAN
DWELLING I 24.0' `L�
INV.=49.7'± TOE=51.8'± J r "o
35.9' I PROP. o SCALE: 1"= 1000' 132
35.80'
PROP. DECK - BH 48x6' J GARAGE
FFE=52.8'± / (SLAB=49.0') No Mottling, Standing or Weeping Observed
- DECK - - -
PROP. CLEAN-OUT -1
0 I�� DESIGN DATA E DATA LEGEND
P ' O PERC NO. TPT-20 90
EXISTING CESSPOOL - - PROPOSE a 47x1' I INSPECTOR: David W. Stanton, R.S. 50xO' EXISTING SPOT GRADE
TO BE REMOVED ADDITION\ J \ NUMBER OF BEDROOMS (EXISTING) 2 ! - - 50 - -
O EVALUATOR: Michael Pimentel, EIT, CSE EXISTING CONTOUR
NUMBER OF BEDROOMS (PROP.) 3
48x4' C.S.E. APPROVAL DATE: Oct. 27, 1999 �50 PROPOSED CONTOUR
480 �' O NUMBER OF BEDROOMS (DESIGN) 3 1 DATE: May 14, 2020
PROPOSED 1,500 12" 14" DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED SPOT GRADE
MAP 190 I TEST PIT#: 3&4
GALLON SEPTIC TANK i - - 48 14„ LOT 217 PROPOSED SEPTIC & ADDITION DIMENSIONS TOTAL DESIGN FLOW 330 GAUDAY ELEV TOP- 46.00' GAS - EXISTING GAS LINE
PROP. TWO (2) 500 GALLON I 48 \ \ 48x6 SCALE: 1 - 20 DESIGN FLOW x 200 % = 660 GAUDAY ELEV WATER = <35.00' -- - 0/H/W EXISTING OVER HEAD WIRES
H-20 LEACHING CHAMBERS x8' 47x2
2 � USE PROPOSED 1,500 GALLON SEPTIC TANK I PERC RATE -
w/AGGREGATE 1 TUMP - W W-- EXISTING WATER LINE
SHED 46x8
10"� > DEPTH OF PERC = TEST PIT LOCATION
48x2' O RESERVE AREA �8 j TEXTURAL CLASS: 1
PROPOSED 46x8
DISTRIBUTION BOX TP 1 14"� �; 49x9' O O O PROPOSED 1,500 GALLON SEPTIC TANK
2 Tp 4 �� INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE --
TP 3 46x8 �� o. `tom' 46.00' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
� 6x2'/ 46x0 �46x0
OQ SIDEWALL CAPACITY ���
47x0 / � �Q- 4g � 18" A Loamy Sand
( �$ (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY 10Yr 3/1 [3 PROPOSED DISTRIBUTION BOX
ZONING DISTRICT: RC 12" 45.00'
114,�� (25.0' + 12.83') (2 ) ( 2' ) ( 0.74 GPD/S.F.) = 112.0 GAUDAY
r PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT QO PROPOSED 500 GALLON H-20 LEACHING CHAMBER
24 8 Loam Sand
PROPOSED INSPECTION PORT I r REQUIRED EXISTING PROPOSED BOTTOM CAPACITY B 10Yr Sand
O516
48x2' 25.2' 2 mod' 1 p`° � FRONT SETBACK= 20' MIN. 264.6' 264.6' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
(n o f SIDE SETBACK= 10 MIN. 35.9 24.0 (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 36 43.00
yI PROP. o � � � REAR SETBACK= 10' MIN. 109.4' 15.0' REV. DATE BY APRD. DESCRIPTION
MAP 190 Gq�{q - 24" , BUILDING HEIGHT 30'MAX. < 30'
LOT 252 14" (SLAB=49.0') �3 o\/ j *SEE HOUSE PLANS TOTALS: �,N Of Ss PROPOSED SITE PLAN
\ GS 5 9 4„ 48x3' PROP. (2) H-20 LC-6 TOTAL NUMBER OF CHAMBERS 2 ��01 "oyG I PREPARED FOR:
DRYWELLS w/4' OF TOTAL LEACHING AREA 472.2 SQ.FT. ° 1P
ROBERT B. OUR CO., LLC
\ 12" 18" 49xT STONE; FRAME & GRATE TOTAL LEACHING CAPACITY 349.4 GAL./DAY C Coarse Sand CHu CHILL JR.
o '� ,R, �/� 2.5Y 616
RIM = 45.50' o N0.48066
S 49 /`��, (10-15% gravel) �'o �°
4gx0 /�vvP LOCATED AT
�SID L 351 GREAT MARSH ROAD
\ �o NOTES: CENTERVILLE, MA 02632
\S4 �1� MAP 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF 132" 35.00' SCALE: 1 INCH = 20 FT. DATE: JUNE 1, 2020
MAP 190 ° 2�� EACH SEPTIC SYSTEM COMPONENT. ZN of 0 10 20 40 80 FEET
S00 210 No Mottling, Standing or Weeping Observed V� ss
LOT 254 LOT 03-01 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE - - JOHN L. G�� PREPARED BY:
PROPOSED LEACHING FACILITY TO ENSURE: CONSISTENCY WITH TEST PIT RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. JC ENGINEERING, INC.
CIVIL DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF NO. 41807 N
HEALTH IF SOILS ARE NOT CONSISTENT WIT, TEST PIT DATA 2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
MAP 190 SITE PLAN 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINEdvATERSHEDS. 508.273.0377
LOT 256 SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By:JIL JOB No.5133