HomeMy WebLinkAbout0089 SCUDDER'S LANE - Health E= 258
dder Lane
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NO. rjU 3 1 7 Fee �U
COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01ppYication for M5paal *pgtem CottsStruction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) aComplete System ❑Individual Components
90
Location Address or Lot No �����/� L p� Owner's Name,Address and Tel.No. z �
�o Ns DAve%�> FP, eeL=-"-A
Assessor's Map/Parcel �0 p 45 D X G C
SAS •- o/'3-1 cvy-A m R y f> ✓"Ar 026'�,
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
z S7
Type of Building: CAVae:d l�
Dwelling No.of Bedrooms�_ Lo[Size y/JS/ sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow //0 gallons per day. Calculated daily flow ' gallons.
Plan Date //-ZS=o Z Number of sheets Z- Revision Date
Title SG✓o affl-w s 1"FA70,014
Size of Septic Tank /S-T 0 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 Certifi-
cate of Compliance has been issued by thi Board f Heal
Signed - Date
Application Approved by Date 1v o
Application Disapproved for the following reasons
Permit No. 1 k-7 Date Issued 30Z 01
No. OJ 3" 7 f i Fee /v�
' COMMONWEALTH OF MASSACHUSETTS Entered in computer. V
PUBLIC HEALTH DIVISION -;TOWN OF BARNSTABLES MASSACHUSETTS " Yes
' Zlppricat on for Mig�o9;ai *p.5tem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade(, )Abandon( ) ,LXComplete System ❑Individual Components
ti
Location Address or Lot Nrn o S C v!)t��2 `AJ `Owner's Name,Address and Tel.No. „5'6d—36 Z'aa�s
/.�/ W/V57PVVt DA v//�> jP0,A Q,QzcGG/q !
' Assessor's Map/Parcel 00 60 X 6 S !
0)3—) Cv,,"rn jq &1,0 0 1"A 0263
i Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
A&VE G PA-V,E 1&e AL�y►ue. icn:ea/�v i21ni4 s
i4&t-rh.n1 eW j
Type of Building: cavo ca d
Dwelling No.of Bedrooms_� Lot Size sq.ft. Garbage Grinder,( )
Other. Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
.. i .
Design Flow 1/0 gallons per day. Calculated daily flow 0,p gallons.
Plan Date 1/-75=0 y Number of sheets y Revision Date
Title SC D awc2 s 01 F,1W,9-w
Size of Septic Tank /SZo Type of S.A.S.
Description of Soil).
f 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 Environmenial Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by thi Board f Health.
SignedT Date i
r Application Approved by ~ )ham. �S_ Date t/1?u/o 1
Application Disapproved for the following reasons
Permit No. a_yo I-Ik7 Date Issued
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I , J��,&A t �r 5.� THE COMMONWEALTH OF MASSACHUSETTS
�U n�Ye 31 Q � pBARNSTABLE, MASSACHUSETTS
Certificate of Compliance
I 5
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired( )Upgraded( )
., Abandoned( )by "
at q1 S C t, _ has been constructed in accordance
with the.provisions of Title 5 and the for Disposal System Construction Permit No. 7 dated 43a/cam
Installer Designer
The issuance of this p/e� it shall not be construed as a guarantee that the syste , i designed.
Date "11 V3 Inspector
i �
- -----------------------------------------
No. ..JUU Z- 197 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Di5poal bpztem Construction Permit
Permission is hereby ranted to Construct )Repair( )Upgrade( )Abandon( )
System located at S �icr nC
j and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of tNs-permit.
Date:_ t'i 3 o% Approved by '
r v
TO OF BARNSTABLE
LOCATION P51 .SLe_,Pd240reei 4401 SEWAGE # 2003- 149 /
VILLAGE /'&.r A!I&A Gt ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC `TANK CAPACITY SSW
LEACHING FACILITY: (type) (size)
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: y 3B o3 COMPLIANCE DATE: 9 03
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 3 t of leaching facility) Feet
Furnished by
FT
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TOWN OF BARNSTABLE
LOCATION SEWAGE
VILLAGEASSESSOR'S MAP & LOT 2�S"003'�i
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY SSW
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS_ A
BUILDER OR OWNER `G� l'laGll
PERMTrDATE: y 3o a3 COMPLIANCE DATE:
9 30 03 -
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 3 t of leaching facility) Feet
Furnished by
e
AOL ` C4 �.
y 5'J
153
W/'
P 3 ,
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SAND ISLAND
9 ISLAND
S�Nq BARNSTABLE
0
HARBOR
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/ O
b N
a ui
o LOCUS O
N /
?i tor►
HINKLEY �^
POND 1.07HROP HILL OEMETARY4. g
BVW 9/EO WATER
/ BVW 8/EO WATER EDGE OF WAS
Y-j
PROP � / / S�'si2°o ,-- • o � •
OSED
,304'22"W / BVW 11 O1 V
I �8�•86. BVW 7 BVW 10/EO WATER � mo WEST BARNSTABLE
I BVW 12/EO WATER > 00
ROCKER Aly/ �. Q : 0ARYING W,0TH PLANTING STRIP ELEM.SCHOOL
FW CONS/STING OF,4 MIX OF ROSACEMETERY
-BLEND GRADE WITH 'q Y RUGOSA, BAYBERRY AND ROLL Y. 2
EXISTING GRADE ; GALLON S/ZE CONTA/NE/, J'O.C. /N 5614 S.F. 3
LOCUS MAP
A STAGGERED ROW. \
c�
10.9' STONE 12' :.. .,®. 2' 1LlDE, BVW 6 w
x95.1 96.0 WALL GRASS SIMIR a
Job. 3
00 w
Q: EXISTING N o
+o PROP 95.3 UNDISTURBED inOSED Q , BUFFER
_o oS 3 CAR GARAGE P '//'/T'� X BVW 5 267.1 Oc
� N HODS ED � :. �' ; q � 1 F of q
F. _ E w
X 95.1 F• 97.0 I SW: 62':k I
PORCH i BVW 13/EO WATER
w 9\
ti o
\ -. Imin o I w
BVW 4 4
t�i \ Q I .... m N 7
,
I f
I -o I eg : POND BVW H
% � I O I I BVW 3/EO TER
% '. O I { "'4-.wl De AI4 ND TRIMMED ACCESS AIL BVW F N
% `� % f m I ..�%
v
=:, 00
v. '% . '� I BVW2/EO WAT�R
ETc _
G
95.3X --''.W � :;• e� . � I BVW G _
n
8vW i
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PENCE 94
CD
00
\ ` DB5 BVW A \ �� / BVW E O
(4)-500 GALLON
INFILTRATION CAMBERS D-BOX to I Q EXISTING
lW/4 STONE ALL AROUND y UNDISTURBED
X95.5 0 1,500 GALLON \ BUFFER BVW D
TP#1 X95.2 `'' 95.2x SEPTIC TANK �O8 , EDGE OF WATER
.,AREA '` / ss , �. '
BVWB BVWc - ' 4
CRUSHED /
96 — STON
WALL \ "•:y,; y� / 3
97 _ \ \ lL-y y g2 / LO
f \ - EXISTING
` t UNDISTUM B D f s e o
98 \ \ \ 0100 \ � / g�i En
BUFFER /
9:5LOT 32
99 — — \ \ \ \ \ \ 4 � �- �••'
— / UPLAND : 64,5
41 S.F.
96 T
WETLAND: 16,610 S.F. Q
\ `� '�''''• RANSFORME ~ / r �
\ - PAD �96 TOTAL: 81,151 S.F.
\ pRE��O�s 95 -- Ex�sriNc Q
Y -- — — ST°Ne N
LOT- 2A M
APPROVED DRIVEWAY ti f 1 3/5/03 REVISE HOUSE FOOT PRINT, ADD SHED.
WAIL o I'- \)
- I
cn
Z /'1 2/25/03 REMOVE EASTERLY END OF HAYBALE LINE, INCREASE VEGETATED BUFFER.
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DATE REVISION
100, OFFSET
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BVW o PLOT PLAN "SCUDDER'S MEADOW"
#89 SCUDDER'S LANE
GENERAL NOTES , w PREPARED FOR
BARNSTABLE HARBOR BUILDERS
IN
BARNSTABLE MA
1. HOUSE NUMBER: _''` PLAN DATE: NOVEMBER 26, 2002 PLAN SCALE: 1" = 20'
2. ASSESSOR'S NUMBER:
CIVIL ENGINEERING ® T V 7 WETLANDS PERMITTING
3. ZONING DISTRICT: RF-1 GRAPHIC SCALE T
. c WASTEWATER DESIGN - COASTAL ENGINEERING
4. FLOOD HAZARD ZONE: C 2 0 10 20 40 so i
5. TOPOGRAPHIC INFORMATION AND PROPERTY LINES COMPILED FROM A PLAN BY 'OTHERS %r'c�F� sus TI11E 5 PLOT PLANS ��, PIERS AND DOCKS
e EU ,�tLi a',® GINEERX
6. ELEVATIONS SHOWN ARE BASED ON AN ASSIGNED DATUM ( IN >E''EET ) " NCIVIL
5054 LAND USE PLANNING COMMERCIAL/RESIDENTIAL
1 iaah 20 ft. `� A9o�9FG�STCR�O���`���® Serving Cope Cod one Southeastern Massachusetts
7. PLAN REFERENCE: L.C. PLAN 20950E at r-
®®®��®,�•' 101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 508.495.1225 — 508.495.3229 fax
CV`-� PROJECT NUMBER: 02044 CAD FILE NAME: 02044PP DRAWN BY: KRB SHEET 1 OF 2
FIN/SH GRAOE SHALL BE 2X M/N/MUM OILER ALL SERVO SY5TEM COMPONENTS
USE 4 O/A. SCHEDULE 40 RkV OR CAST IRON P/PE
0"
TEST HOLE #1 TEST HOLE #2 20'M/N/MUM SETBACK FROM EDGE OF STONE TO CELLAR WALL
0"
A—LOAMY SAND AWE LOAM'Y S
10'M/N/MUM SETBACK
12" 10YR42 12" 10YRa2 ELE!! = 950
REMOVABLE COVERS SET TO WITHIN £LEl! = 95.2
30" :10 YR 5/6 ':; 30" t i;10 YR 5/6 `: 12" OF FINISH GRADE (TOTAL OF 4)
7
C1=SANDS'
Y 7/4
" �`!t,''';i S.i',i;...N',fin;';�"•.•. � —1 A SAND r ''
•t'2.5 Y 7,3
s . °v`'s1'� rook, t �,•,� 3' MAX. WASHED, PEA"STONE ON
N INSTALL 1/2 TO J14
• c -LOAM sANa.� .� S = .02
2 5 Y 7 3 '•y, , ' 771
_ TOP OF ALL CRUSHED STONE
1500 GALLON - FOR A DEPTH OF2168" ' `S:'r £RT ELEK 91.,�7
SET FIRST
C3—CORS�'SAND''• •C2—COR'SE`SAND•'' 2 LEI�£L
SEPTIC TANK s = 01 s = 01
%25 Y 8/2 r„ }+'''2,5 Y 8/2 V lV F%N1s2" • ,:. ;.; r 21s". r� ,,, ;. (H-10 LOADING) ®®®® ®®®®®®®®®®®®®®®®®o, D/ST. BOX ®®®®®®®®®®c®®
ELEI! = 89.26
SET SEPTIC TANK ANV 01S7R/91,1770N BOX II II
ON 6 LAYER OF CRUSHED STONE lk INSTALL J/4" M 1 1/2" +7H£CONTRACTOR SHALL £XCAVA/T 5'ALL AROUND
l� WASHED, CRUSHED STONE ALL ,
W AROUND CHAMBERS AND DO`YN AND DOly/V TO THE SAND LAYER (ESAMATED AS 5
SOIL TEST DATA: � TO TH£BOTTOM OF Tf/E CHAMBER ANO REMOW ALL UNSUITABLE MATER/AL AND REPLACE
PROFILE srsTEM. REFER TO LAYOUT OF N91N CLEAN COARSE SANG UP TO Tri/E TOP OF THE SYSTEM.
SYSTEM FOR MORE DETAILS 1h�E REPLACEMENT MAT£R/AL SHALL CONFORM TO THE
DATE OF ✓�O/L TE.s'T 4/2.3�02 SPECIP04 IONS SET FORTH IN310 CMR 15.255(3� (77TL£5,)
NOT TO SCALE
SOIL Z7k1AZ 61ATOfi?• M/CH.4EL 90R5,ELL/
�TNESS.•
PERCOZAT/ON RATE <5 MIN.//NCH /N 02 LA vZ-R
DEPTH TO 6R0UNOGYA 7Z-R.• NOT ENCOUNTERED
J - REMOVABLE 24"0L4. CODERS REMOVABLE 24"O/A. ODDER
r
TEE OPEN AT TOP SETU •�
,3"M/N. FROM TANK CORER
2• INLET KNOCKOUT x'
1 3/4• L/ /O LEkEL OU7ZET KNOCKOUT
2— OUTLETS •'
INLET TEE SET
OUTLET OU7ZET TEE SET
TYPICAL OF 5, O O INLET o 10"M/N. BELOW >4"BELOW
• — I LET 6. N LIQU/O LEI�EL L/QU/O LEI�£L 0 :
a• ;r s• '' GAS BAFFLE
2 —19 TLETS 4 > i
h
PLAN VIEW CROSS-SECTION
DB-5 DISTRIBUTION BOX (H-10 LOADING,
SCALE: 1"-2' '
10' - ON 5' - 2"
10' - 6" 5' - 8"
1500 GALLON SEPTIC TANK (H-10 LOADINGS
SCALE: 1"=2'
BASIS FOR DESIGN:
TOTAL OA/L Y FLOW/S BASED ON 4 BEDROOMS, NO GARBAGE DISPOSAL
TOTAL OA/L 1'FLOW= 110 GPD/BE0,?00,1 X 4 BEDROOMS = 440 GPD
PROPOSED BOTTOM AREA' 5,A6 S.F.
PROPOSED S/DE AREA.• 219 S.F. 8' — 3 1/2"
TOTAL PROPOSED LEACH/NG AREA.' 757 S.F. 600
APPZ10477ON RATE = 0.74 GPD/S.F. ® ® ® ® O
DES/GNLEACH/NGCAPAC/TY= 560GPD > 440GPD 24" ® ® ® ® ® ® ® FEZ ® ® ® ® ®
CONSTRUCTION NOTES:
8' - 6"
1. INSTALLATION OF THE PROPOSED SEPTIC SYSTEM-SHALL BE/N ACCORDANCE MTH A'TLE 5 CROSS—SECTION
AND THE BOARD OF HEAL TH REGULATIONS.
8' - 6"
2. 4 COPY OF THE PLANS SHALL BE AVAILABLE ON SITE FOR REFERENCE AT ALL 77MES < „ ,
d A ,
DURING THE INSTALLATION OF THE SEPTIC SYSTEM.
5' KNOCKOUT
J NO CHANGES TO JHE DES/GN SHALL BE PERFORMED WTHOUT APPROI1AL OF BOTH 4 21" DIAMETER COVER PLOT PLAN "S C U D D E R'S MEADOW
FALMOL/TH ENGINEERING, INC AND THE BOARD OF HEAL P/ a
0
I 5" KNOCKOUT — 5" KNOCKOUT
9 SCUDDER LANE
4 THE SEPTIC SYSTEM IS'' SUB1/ECT TO INSPECTION BY BOTH FALMDUTH ENG/NEER/N0, INC :� PREPARED FOR
ANDTHEBOARDDFHEAL BARSTABLE HARBOR BUILDERS
5. THE CONTRACTOR SHALL NOTIFY FALMOUlH ENGINEER/NG, INC AND THE BOARD OF HEAL 7H I N
5" KNOCKOUT BARNSTABLE MA
TO INSPECT THE SEPTIC SYS7FM BEFORE BACKFILL. IN SOME INSTANCES, MORE THAN ONE/NSPECT/ON MAY < . ,
BE NEEDED. THE CO RACTOR SHALL ONL Y BACKFILL THE PORTIONS OF THE SYSTEM THAT HAVE BEEN PLAN DATE: N 0 VEM B E R 25, 2002 PLAN SCALE: AS SHOWN
INSPECTED AND APPROVED BY FALMDU7H ENG/NEER/NG, INC AND THE BOARD OF HEALTH. PLAN VIEW
w.
SCALE: 1 2
500 GALLON LEACHING CHAMBER (H-20 LOADIN CIVIL ENGINEERING o T V T T WETLANDS PERMITTING
6 /F THE CDN7RACTOR ENCOUNTERS ANY VARIATIONS/N THE S/TE CONDITIONS, SUCH AS DIFFERING SOILS, WASTEWATER DESIGN C, A L��f 1V1— COASTAL ENGINEERING
= = 1
TOPOGRAPHY, #F7ZANOS OR OTHER CONDITIONS THAT MAY RE4U/RE RE—EVALUATION OF /7-ff-DESIGN, THE r
CON +!�'�" ',J c< ; TITLE 5 PLOT PLANS` PIERS AND DOCKS
TRACTOR SHALL /MMED/A TEL Y NOTIFY FALMOVTH ENG/NEER/NG, INC
�-�I �rG
rc , '> 1V
C!vl!_ a LAND USE PLANNING WEER COMMERCIAL/RESIDENTIAL
No 35054
Vll
F Sewing Cape Cod and Southeastern Massachusetts
�� SIpNAL 4�
� �. 101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax
PROJECT NUMBER: 02044 CAD FILE NAME: 02044DT DRAWN BY: KRB SHEET 2 OF 2
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