HomeMy WebLinkAbout0251 LAKE ELIZABETH DRIVE - Health 251 Lake Elizabeth,Drive
Centerville
, �4 = 227 009
TOWN OF BARNSTABLEC
'U, I
LOCATION A e e SEWAGE #
VILLAGE—(:a-A4 f1i! /PASSESSOR'S MAP & LOT�� f
INSTALLER'S NAME&PHONE NO. Im A e ®m,9 e R S O-Al
SEPTIC TANK CAPACITY /` ,S"� O
LEACHING FACILITY: (type) 4 Y
y,� i.0 !S (size) 13' A 7' �
NO.OF BEDROOMS d 1 -Lr0 aA
BUILDER OR O R 117LN
Mc
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet 4
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
4
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No. L) Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:/
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ftplication for &Zpotal *pgtem Construction 3permit
Application for a Permit to Construct(' )Repair(N Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location d ss or Lot No. Owner;s.N,ame,Address and Tel.N .,
aSI CiLk *�1-► ��e. vt"lie, C,l�rtsfi�v�, C�,,�vt�I ►'Yl�e �X�ej A�s�� -
Assessor's Map/Parcel a,0o— 9
Installer's Name,A dress,and Tel No. Designer's Name,,Address and Tel.No.
'5;7. f1 LA�oo gc��{1 'G Nc , 'j C . ajU1$Rri
wim�, r D.!rdStl CX AAbW" �t 5VwAV
Type of Building: ►aO.Sa.a 3 JJa
Dwelling No.of Bedrooms Lot Side sq.ft. Garbage Grinder( )
Other Type of Building T-gl Qrrlct No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow �6 gallons per day. Calculated daily flow '��,� gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 17:�-c90 Type of S.A.S. o`Z CJIDSPVfin"_Description of Soil
Nature of Repairs or Alterations(Answer when applicable) e"36I( 6-cPb'0_ 4hA k
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 i s y this Board of Health.
Signed Date
Application Approved by ok Date 6
Application Disapproved for the following reasons
Permit No. —2 Date Issued /
r�J k
IL
No. Fee
_ THE`COMMONWEALTH OF MASSACHUSE, .S Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLEs MASSACHUSETTS Yes
ZIppYication for Mizpozar *pgtem Con,4truction Permit
Application for a Permit to Construct O Repair(�Upgrade( )Abandon( ) ❑Complete System ❑Individual Components `
L�oF tionpd ss�ar,�of N �✓ner' ame,A dress d Te
ol�r 191�Q t u,ZQ� -t rJIC. C�Gf�jv���2, g,Y�`lcOrvl, p>rY}l Y 1 WtX1k� A3S�C
Assessor's Map/Parcel 3L� _) — 9
Ind er' ame Ad L apd Tel N n VlG D,'Fer'sNamg�d re Tel.No.
�,oK toy r^ xtr, �, ,n' a�oS�l GrtlbexriJ �k,glw�A�l
.v,w hwM tf ; 'iJ a534
Type of Building: 1 a U
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building Tana �- No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 gallons per day. Calculated daily flow ?�' gallons.
Plan Date Number of sheets Revision Date
Title i
Size of Septic Tank (_5 Type of S.A.S.
Description of Soil
. J i Sfl9
Nature of Rep rs 'r Alterations(Answer when appli able) �I ��'`�n ��c- �4J`(
i7 r 5�r t a� nyou tZ� 1 e�Yew ems w f� 0
Date last inspected: ,
Agreement: c.
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 i �d-�' tt,h��alth.Signed Imo`� Date
w- 1%/d V
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued 0�
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO C IFY that the On-site Sewa a Disposal S tem Constructed Repaired Upgraded� T j(
Abando ed nICD r7�J 41r QL1t go ri !-It C ( ) P ("\) Pg ( )
( )�?Y
at �`'� rah Y' U Y has been constru t d� accordance
with the pF visions of-Title 5,and the for Disposal System Construction Permit No. dated
Installer `Y !'UXO l Designer s Ln 1 n f fj ,
�4�'Lb
The issuance of/t��}s permit shall/n�ot be construed as a guarantee that the system wrllrfunafiori as d'esigned.Y f �1
Date G% I l Inspector /�� +� � i ,i l�G L/
No. l- ------------------------ ----- -
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS
Migoe;ar *pgtem Construction Permit
Permission is hereby granted to Construct )Repair( )UQgraade( Abandon )
System located at S l`Z�p�,�h Q'`
k' 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 th permits
�/ Y nn r
Date:_. 0/�/ U / - Approved by L) t`�"
F
' TOWN OF BARNSTABLE
LOCATION;),, S' L A SEWAGE.#
Oq
VILLAGE ��/CASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. I M A C O ,44 B e k -S d
SEPTIC TANK CAPACITY r+ o O
LEACHING FACILITY: (tyGl�
W S (size) 1,3— A 7—
NO.OFBEDROOMS
BUILDER OR 0 R11
�c CL
PERMITDATE: 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 leaching facility) Feet
Furnished by
fir•. �I'
6
06
C ' Nfl•.3i
JUN-18-2004 11 :42 AM JCENGINEEPING 508 273 0367 P. 01
Town ®f Barnstable
Regulatory Services
I j Thomas F.Gdiler,Dinator
Public Reulth Division
Thomas McKean,Dwetor
200 Main Strss4 Rystab,MA,OUOI
Office: 30R-1161-Ai44 Fax: 506-7904304
Date:
Dwtgnor: G L h�I Y1Q 2✓ n n+ Inc.. N� Installer: J P; !`la o jon be r
Address: Address: P o 86/, (9
on _ P, r wu inued a permit to install a
� ate � is
septic syateaa at based on a design drawn by
dated __
I certify Spat the septic system referenced above was installed substantisHy according to
the design. which may include tainor approved ehmps such as lateral relocation of the
distribution box andJor septic tank,
Y certify that the septic system referenced above was installed with major changes (Le.
`teeter than lQ' lateral relocation of the SAS or any vertical relocation of any componcat
of the septic systeffi)but in accordance with Stale &Local Regulations. 1Plan revision or
certified as-built by designer to fouow.
p., r
-... JOHN
�811Oi� �gIIBturC ��ptCklll �
JR.
CML
gyp. �16�b74
diner's
p
AM ]JAMITAM
ELL MOT rm 2MM2N'
SAX= Mir
SUMMAR-0-AM RA
Q:He asp Cadbcadm Form
SLAB ELEV.= 26.7' PROVIDE PRECAST CONCRETE EXTENSION FINISH GRADE OVER D-BOX= 22.5' FINISH GRADE OVER CHAMBERS = 22,3�-22,8- 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE GENERAL NOTES
RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVER TO WITHIN SLOPE @ 2% MIN. OVER SYSTEM
6"OF FINISH GRADE OVER OUTLET COVER. 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISH GRADE @ FND. EL.= 25.8' FINISH GRADE OVER TANK EL.= 24-
' 5" DIA. OUTLET(S) MIN SLOPE 1% PLACE RISERS ON ALL CHAMBERS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
0 TO WITHIN 6"OF FINISHED GRADE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES.
20"MIN. ACCESS COVER 9"MIN. TOP OF SAS = 19.83� 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
(TYPICAL FOR 3) 3636� 36"MAX.
9" MIN. OF HEALTH AND THE DESIGN ENGINEER.
PROPOSED 4" 19.0 36"MAX. BREAKOUT EL = 19.5'
SCHEDULE 40 PVC 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL
MIN.SLOPE 6" 3" 2" DROP MIN. 3.� 9.. BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED.
3"DROP MAX. PROVIDE WATERTIGHT
4"PVC IN FROM JOINTS (TYP.) o = O O
� SEPTIC TANK 4" PVC OUT TO o 000 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS
14" 19.75� O LEACHING FACILITY o0 00 �o THAN ELEVATION = 19.5' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS.
23.5'
20.0 "
19.57' 12 �O 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
OUTLET TEE MIN. 19,4' 2 o� o� ao o CD
�
48" o 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
6"CRUSHED STONE o o o 000 o0
22"ZABEL FILTER OVER MECHANICALLY o - 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING
14' MODEL#A1801 HIP(GAS COMPACTED BASE 4.0' 8.5' (typ. for 1) 2 0' I 4 0. WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. ALL RISERS SHALL BE
BAFFLE ON BOTTOM) , 4.0' 4 9' 4.0' IN PLACE PRIOR TO INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST
OUTLET DISTRIBUTION BOX 27.0 TYP. OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER.
6"CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE ( )
OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET 17.0' 12.9'
COMPACTED BASE PIPES F BE LAID LEVEL. GROUND WATER ELEV.- < 11 .99' A 8. ELEVATIONS BASED ON ASSUMED DATUM OF 19.27'N.G.V.D.
FROM TOP OF HYDRANT SPINDLE AS SHOWN ON PLAN.
PROPOSED 1500 GALLON CONCRETE SEPTIC TANK
CROSS SECTION VIEW TYPICAL CHAMBER PROFILE 5'MIN. CHAMBER END VIEW 9• CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
LENGTH 10.5' WIDTH 5.67' DEPTH 5.67' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE
2 - 500 GAL. CHAMBERS AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY
DISCREPANCIES TO THE DESIGN ENGINEER.
SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
NOT TO SCALE NOT TO SCALE NOT TO SCALE STRUCTURES SHALL BE MADE WATERTIGHT.
NOTE: , ram 'It.. _ /'"f��_6t' ,�t -� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
• �. �'
THE SEPTIC SYSTEM DESIGN PLANS FOR 246 AND 248 t.`� �'. `�` •,f�'` TEST PIT DATA ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN
LAKE ELIZABETH ROAD ARE NOT PART OF THIS PERMIT, . c INa t` t ,�V •• SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
BUT WILL BE FILED UNDER SEPARATE PERMITS ,, ,' r- ~' . • INSPECTOR: Dave Stanton
�.'"�'�-.,.._.--.... ��,, r ;�,, • 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
SOIL EVALUATOR: Bradley M. Bertolo LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH
1-- "d' ' 1 r` ' •; :i CASE THEY SHALL BE WITHSTAND H-20 LOADING.
� DATE: January 23, 2004
{ • ' • TEST PIT M 1
MAP 227 . r'4�� s, • ,. s+ ELEV TOP= 22.56' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND
t ELEV WATER= < 12.56' FINES.
PARCEL 9 �� � tr• -
o� p 2.5 AC.± i + ( ;.+ •; • • * �• PERC RATE- <2 MIN/IN
_. J " 14. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND
DEPTH OF PERC = 55'-73 '
' • ./� �, UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES
'� • . .� � d l •'r • �:�., TEXTURAL CLASS: 1 OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN
4 * COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN
5
r A `4 ! • +• - ACCORDANCE WITH 310 CMR 15.255(3).
oo • i .,� , ; a • • '" y( 0.1 22.56'
o #�f _ ° e -"� ' ` . •i� A Loamy Sand 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES
{+"�„` 10YR 3/2 FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
�/ Q �• ' 21.56'
FUTURE SEPTIC SYSTEM • • •.• •• • .'%� • •• . * 16. PROPOSED PROJECT IS LOCATED WITHIN:
CO IQ),^ .• • • •+ • �. 1� 11 t1 g Loamy Sand ASSESSORS MAP# 227 PARCEL# 9
h EASEMENTS FOR 246 AND
J� O� 248 LAKE ELIZABETH DRIVEVag 0
• �• 1CYR 5/8 FEMA FLOOD ZONE C
CIS �� ••.••�.'�+ - N• AS SHOWN ON COMMUNITY PANEL# 25001 0008 D
G� Al rai villeh - "
42 19.06'
-- �: � "It it 17. OWNER OF RECORD: CHRISTIAN CAMP MEETING r,3SOCIATION
0., b • ` -'' �j� ADDRESS: 251 LAKE ELIZABETH DRIVE
j ✓ ' �`'`- / ''�I �+ ,° 55" 17.98'
CRAIGVILLE, MA 02636
73' 16.48'
� O
18. PLAN REFFIRENCE^:
ry i O�j S ,^ F-M Sand 1. PLAN BOOK 24, PAGE 1
�� ! j __ C 2.5Y 6/3 2. PLAN BOOK 155, PAGE 151
/ , 2-500 GALLON _
LEACHING CHAMBERS ' f p 3. PLAN BOOK 326, PAGE 73
#251 / / �r � / �' �+ _. 4. PLAN BOOK 118,PAGE 3
5. PLAN BOOK 321, PAGE 47
EXISTING I -- / �� � 6. LAND COURT PLAN 14379-A
120-SEAT 9„
/ = f QQ- / LOCUS PLAN No Groundwater
TABERNACLE _
„ _ 120" Encountered 12.56'
2t. .; / SCALE. 1 - 1000
SLAB ELEV-26.7 3 6 O�
8„ �p EXISTING OVERHEAD UTILITIES
2-COMPARTMENT 2000 GALLON DESIGN DATA TEST PIT DATA LEGEND
H-20 SEPTIC TANK WITH PUMP
101x7
R .9• INSPECTOR: Dave Stanton EXISTING SPOT GRADE
1500 GALLON HC 1 / _ h 8" t
SEPTIC TANK // o ==::` ; ' y, NUMBER OF SEATS 120 SOIL EVALUATOR: Bradley M. Bertolo - -100 - -- EXISTING CONTOURS
4`� = / January 23, 2004 102 PROPOSED CONTOURS
7" � DESIGN FLOW 3 GAUSEAT DATE: rY
TOTAL DESIGN FLOW 360 GAUDAY TEST PIT#: 2
PATIO HC 2 2/` / 5° /�Q" 0 O #248 ELEV TOP= 21.99' 102 PROPOSED SPOT GRADE
' - / � ELEV WATER= 11.99,
POST <c% 10" .- / EXISTING WET5
2-500 GALLON ,/ 1 . POST 5" t o ��� (� i 2-BEDROOM PERC RATE _ <2 MIN/IN
o o ^o O DWELLING " E/T/C EXISTING ELECTRIC/TELEPHONE/CABLE
LEACHING CHAMBERS-----__. ^�r' - ^� �` �� O SEPTIC TANK DEPTH OF PERC = 50 -68
\ 1 2 5.. ' 3�Y!y v ° - TEXTURAL CLASS: 1 W - EXISTING WATERLINE
a 4 , �\Lj , � DESIGN FLOW X 200 /° - 720 GALLON SEPTIC TANK
a. `' TEST PIT LOCATION
�` - � 8 ,9 A MAP 227 USE 1500 GALLON SEPTIC TANK MINIMUM PER TITLE V
27.0'x 12.9' °� '" / lh�k ( ) 0 21.99
�. �11 ,�I� � 4 �`� g" /� v #246 PARCEL 38 Loamy Sand
RESERVE AREA i 11„ A PROPOSED 1500 SEPTIC TANK
EXISTING WET4 N/F 248 LAKE ELIZABETH 1CYR 3/2
3-BEDROOM DRIVE PARTNERS INSTALL - 8 21.32 "
G \\ 6.. �0• - • �O - , �- 2 DWELLING 2 500 GAL. CHAMBERS 4 SOLID SCHEDULE 40 PVC PIPE
LANtPOST 1 ti 3, \ f v
- "/i ., / �� B Loamy Sand
8 ,`� / SIDEWALL CAPACITY 1oYR 5/8
❑ DISTRIBUTION BOX
2' a _ �d�i���
/ 22x50 3) u WET2 MAP 227 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY �� 500 GAL. LEACHING CHAMBER
i
_ ,f 7" ' " '� ( 7.0' + 12.9')(2 ) (2' ) ( .74 GPD/S.F.) = 118.1 GAUDAY 48 17.99
3 - = Z2-COMPARTMENT 2000 GALL N ' PARCEL 39 2
H-20 SEPTIC TANK WITH PUMP N/F GEORGE GARCIA 50" 17.82'
BOTTOM CAPACITY -
�, -2-500 GALLON 68" 16.32'
LEACHING CHAMBERS WET1 (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY
6" 0"/ j / (27.0'x 12.9') (.74 GPD/S.F.) = 257.7 GAUDAY
��' ISTRIBUTION BOX C 2.5 Sand
CFI ��'��" LAMP ST V � � TOTALS: 2.5Y 6/3 REV. DATE BY APP'D. DESCRIPTION
O,� .� _ __-- EXISTING OVERHEAD UTILITIES PROPOSED SITE PLAN
'off \� TOTAL NUMBER OF CHAMBERS 2 PREPARED FOR:
B M TOTAL LEACHING AREA 507.8 sALJD CHRISTIAN CAMP MEETING ASSOCIATION
TOTAL LEACHING CAPACITY 375.8 GAL./DAY
Top Hydrant Spindle
�4119Elev. = 19.27' NEncounteeder/ LOCATED AT
/,(! ��C'E � N.G.V.D. DESCRIPTION HC 1 HC 2 120" 11.99' 251 LAKE ELIZABETH DRIVE
ROPOSED LOCATION OF WATERLINE LEACHING CORNER(1) 40.7' 29.5' CRAIGVILLE, MA 02636
� O<t (A MINIMUM SEPARATION OF 10' FROM THE SOIL
Otv ABSORPTION SYSTEM SHALL BE MAINTAINED) LEACHING CORNER(2) 64.5' 26.0'
LEACHING CORNER 3 70.4' 38.2' SCALE: 1 INCH = 20 FT. DATE: MAY 14, 2004
( ) 0 10 20 40 80 FEET
/ LEACHING CORNER(4) 49.5' 40.T " `
/ EXISTING WATERLINE TO BE RELOCATED`' .ioHN L "CIP PREPARED BY:
/ C"uJR. JC ENGINEERING, INC.
JR.
---- ----- - - - 2854 CRANBERRY HIGHWAY
No 4180?
SITE PLAN EAST WARE HAM, MA 02538
508-273-0377
SCALE: 1"=20'
��/L• / Drawn By: BMB Designed By: BMB Checked By:JLC Job No.:514
SLAB ELEV.= 26.7' FINISH GRADE OVER D-BOX= 22.5' FINISH GRADE OVER CHAMBERS = 22.3'-22,8- 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE GENERAL NOTES
SLOPE @ 2% MIN. OVER SYSTEM 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE
REMOVABLE COVER 4"SCHEDULE 40 PVC 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISH GRADE @ FND. EL.= 25.8 FINISH GRADE OVER TANK EL.=
25,0' 5" DIA. OUTLET(S) MIN SLOPE 1% PLACE RISERS ON ALL CHAMBERS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
TO WITHIN 6"OF FINISHED GRADE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES.
20"MIN. ACCESS COVER 9"MN (19.93,) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
(TYPICAL FOR 3) 36" +MAX. 36"MAX. TOP OF SAS = 19.83
9"MIN. OF HEALTH AND THE DESIGN ENGINEER.
19.0 36 MAX. BREAKOUT EL = 19.5'
PROPOSED 4"PVC (19.1') 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL
SCHEDULE 40 19'6 BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED.
MIN.SLOPE @2% 6" 3" 2" DROP MIN. 3" 9" PROVIDE WATERTIGHT
3 DROP MAX. JOINTS (TYP.)
4 PVC IN FROM 0 ��p '� 0 o00 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS
14" 19.75' SEPTIC TANK O 4" PVC OUT TO o ppo 6p THAN ELEVATION = 19.6' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS.
O LEACHING FACILITY C> p p p p o
23.5 �- 22.86 T op = = = = = = 0 pp = D op
20.0' ( ) 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
(23.55') OITLET TEE (19.34') 19.57' MIN. 19.4' (19.17') 2 p 0 0 0 �� 0 p� 0 0 0 p�
(23.11 ) 48" o 0 o p 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
22"ABEL FILTER 6"CRUSHED STONE � pp � � � � � � � o � o opp � � � � � po
OVER MECHANICALLY �L� - 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING
14' MOIL#A1801 HIP(GAS COMPACTED BASE 4 0' 8.5'(typ.for 1) 2 0' I 4 0' 4.0' 4.0' WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.ALL RISERS SHALL BE
BAFILE ON BOTTOM) 4 9, IN PLACE PRIOR TO INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST
5 OUTLET DISTRIBUTION BOX 27.0'
6'CRUSHED STONE (TYP.) OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER.
TO BE INSTALLED ON A LEVEL STABLE
O/ER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET 17.0' 17.1' 12.9'
16-0 C)MPACTED BASE ( ) < 11 .99' 8. ELEVATIONS BASED ON ASSUMED DATUM OF 19.27'N.G.V.D.
PIPES TO BE LAID LEVEL. GROUND WATER ELEV.= FROM TOP OF HYDRANT SPINDLE AS SHOWN ON PLAN.
PROPOSED 1500 GALLON CONCRETE SEPTIC TALK CROSS SECTION VIEW TYPICAL CHAMBER PROFILE 5'MIN- CHAMBER END 4W 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
LENGTH 10.5' WIDTH 5.67' DEPTH 5.67' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE
2 - 500 GAL. CHAMBERS AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER.
SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
NOT TO SCALE NOT TO SCALE NOT TO SCALE
STRUCTURES SHALL BE MADE WATERTIGHT.
•
NOTE: l 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
! •, NI � .: �
THE SEPTIC SYSTEM DESIGN PLANS FOR 246 AND 248 It`' U �', ; / �''" �-- � TEST PIT DATA ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN
LAKE ELIZABETH ROAD ARE NOT PART OF THIS PERMIT, . _;, { , Q SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
- . •BUT WILL BE FILED UNDER SEPARATE PERMITS , . . `f°._ �. _�� „•�} 1 f ,, , INSPECTOR: Dave Stanton 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
♦ _ A .: •' �, SOIL EVALUATOR: Bradley M. Bertolo LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH
/� ` �+ DATE: January 23, 2004 CASE THEY SHALL BE WITHSTAND H-20 LOADING.
. :`'` / ` ' • TEST PIT#: 1
MAP 227 IT �.,' �.. ELEV TOP= 22.56' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND
PARCEL 9 .• `,-��,� : ELEV WATER= < 12.56' FINES.
2.5 AC.± 1 �� . * +. PERC RATE_ <2 MIN/IN
ti o ' ". ' DEPTH OF PERC - 55"-73" 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND
i • .� a UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES
�� TEXTURAL CLASS: 1 OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN
v �� •-' Q • "~ COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN
Q' lV •_
p . X :.. A. a M� •• ACCORDANCE WITH 310 CMR 15.255(3).
^� o oo '-. ) ', •. • •..+�r 0" 22.56' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES
k/ h �p �s _ .� ;� . .I A Loamy Sand FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
Q Cral, uril ,, .4
FUTUF_SEPTIC SYSTEM CV) , , k +... ,r� .,�. ' .•
w 16. PROPOSED PROJECT IS LOCATED WITHIN:
`'�' ' '" '• - +� 1 ASSESSORS MAP# 227 PARCEL# 9
., . t• .. . I� `� 1i B Loamy Sand
h EASEMNTS FOR 246 AND •' '
OJT Al
248 LAKEELIZABETH DRIVE •. ` •`` ♦ •,� • j;`� 10YR 5/8 FEMA FLOOD
_ " , AS HOWN ONONE COM C
� COMMUNITY PANEL# 25001 0008 D
rAl •www•, _ ♦ i•,. �'IIII• �i ♦ 42" 19.06'
/Cq F��� ---. r�� ( M1� Pit �I( 17. OWNER OF RECORD: CHRISTIAN CAMP MEETING ASSOCIATION
<v / O 11//j '�I ' •° 55" 17.98'
g J / �O b • • r'� - ADDRESS: 251 LAKE ELIZABETH DRIVE
^ = CRAIGVILLE, MA 02636
A,C °...�-�.=---�. ... Bch �. ,
73 16.48'
18
ocus F-M Sand . c PLAN REFERENCES:
__ � cr 1. PLAN BOOK 24, PAGE 1
ry 2.5Y 6/3
/ 2-500 GALLON - C 2. PLAN BOOK 155, PAGE 151
,,1 LEACHING CHAMBERS f 3. PLAN BOOK 326, PAGE 73
#251
4. PLAN BOOK 118, PAGE 3
/ � -����� / � _ A.. _--���- � *� -t-- ,. _ � 5. PLAN BOOK 321 PAGE 47
L ~ CV 6. LAND COURT PLAN 14379-A
EXISTING
120-SEAT I / _._ / / /Al LOCUS PLAN
TABERNACE / = / Q� / No Groundwater
O 5 O� „_ 120" Encountered 12.56'
27 , ;:: / » / / SCALE. 1 - 1000
SLAB ELEV. �.7 3 g
EXISTING OVERHEAD UTILITIES
2-COMPARTMENT 2000 GALLON DESIGN DATA TEST PIT DATA LEGEND
/ 1 H 20 SEPTIC TANK WITH PUMP
INSPECTOR:
y 8" Dave Stanton 101x7 EXISTING SPOT GRADE
1500 GALLON HC 1 ;.: .. M � 8 ' ] NUMBER OF SEATS 120 SOIL EVALUATOR: Bradley M. Bertolo - -100 EXISTING CONTOURS
DESIGN FLOW 3 GAUSEAT DATE: January 23, 2004
SEPTIC TANK 102 PROPOSED CONTOURS
/ O� TEST PIT#: 2
/C -_`�.- - '� s ^ � TOTAL DESIGN FLOW 360 GAUDAY
G 2' » -_ O ELEV TOP= 21.99'
#248
PATIO C 2 `� 5 0 / 102 PROPOSED SPOT GRADE
» / ELEV WATER= 11.99,
\ oosT � ,_ _ ,•r �t1 10 / _ / EXISTING WETS PERC RATE _ <2 MIN/IN
_ 2-BEDROOM
2-500 GALLON PosT 5 0 �Q h� / O/1O EXISTING ELECTRIC/TELEPHONE/CABLE
\/ o o /moo / p DWELLING DEPTH OF PERC= 50"-68"
LEACHING CHAMBERS N" 1 , / �� �` O SEPTIC TANK
( -^ �a 5" ,'� ���y�y "; TEXTURAL CLASS: 1 EXISTING WATERLINE
/ j, _ , 41
.1 DESIGN FLOW X 200% = 720 GALLON SEPTIC TANK
O Q/{2 yy ly e a %l� \� MAP 227 TEST PIT LOCATION
27.0'x 12.9' ,`V 00 7i 11" r 4" 8 �1''��� USE 1500 GALLON SEPTIC TANK(MINIMUM PER TITLE V) 0" 21.99'
4 _
RESERVE AREA - - .:, y _- �3) °' 1�,�� � 8 /� V #246 PARCEL 38 A Q Q Q PROPOSED 1500 SEPTIC TANK
Loamy Sand
8 10YR 3/2 21.32
_ ` Ifs 11 �C/ ,� EXISTING WET4 N/F 248 LAKE ELIZABETH ^
;// \� 4 " yvh 3-BEDROOM DRIVE PARTNERS INSTALL 2- 500 GAL. CHAMBERS 4"SOLID SCHEDULE 40 PVC PIPE
0• ;_ - 4) c�' " Q DWELLING
6 9`
LAtPOST „ / a f V \ B
1 -�\ �-8" �i 0 / SIDEWALL CAPACITY Loamy 10YR 5/8 d
1 ` �3 , 8a Hlj/ fig �` i \ DISTRIBUTION BOX
TP 1 ? liil:,ti ) WET2
22x5f-'', _ MAP 227 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY 48" 17.99' 0 500 GAL. LEACHING CHAMBER
i y /
�� h 7" ^ h - PARCEL 39 (27.0'+ 12.9')(2 ) (2') ( .74 GPD/S.F.) = 118.1 GAUDAY
2-COMPARTMENT 2000 GALLON (96.87' "AS-BUILT"
H-20 SEPTIC TANK WITH PUMP 1 N/F GEORGE GARCIA
50" 17 82' ) ACTUAL ELEVATION
BOTTOM CAPACITY
2-500 GALLON ;I 68" 16.32'
4,. / \ LEACHING CHAMBERS lI WET1 (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY
/ (27.0'x 12.9') (.74 GPD/S.F.) 257.7 GAUDAY F-M Sand
�6" ISTRIBUTION BOX C 2.5Y 6/3 REV. DATE BY APP'D. DESCRIPTION
OC�\c� �, ��" LAMP ST do C'�� / STING OVERHEAD UTILITIES TOTALS' "AS-BUILT" SEPTIC SYSTEM
O
\ A9 \� XI 2�� H TOTAL NUMBER OF CHAMBERS PREPARED FOR:
TOTAL LEACHING AREA 507.8 TOTAL LEACHING CAPACITY 375.8 SQQ. DAY CHRISTIAN CAMP MEETING ASSOCIATION
B.M.
Top Hydrant Spindle DESCRIPTION HC 1 HC 2 No Groundwater LOCATED AT
Elev. = 19.27' 120" Encountered 11.99'
N.G.V.D. SEPTIC COVER IN (1) 46.0' 17.8' 251 LAKE ELIZABETH DRIVE
ROPOSED LOCATION OF WATERLINE SEPTIC COVER OUT(2) 53.9' 16.6' RESERVED FOR BOARD OF HEALTH USE CRAIGVILLE, MA 02636
(A MINIMUM SEPARATION OF 10' FROM THE SOIL
ABSORPTION SYSTEM SHALL BE MAINTAINED) D-BOX (3) 56.0' 22.7'
C9� CHAMBER COVER(4) 60.4' 30.4' SCALE: 1 INCH = 20 FT. DATE: JUNE 18, 2004
tv�
CHAMBER COVER(5) 51.5 F30_8` "AS-BUILT" r `M 0 10 20 40 80 FEET
�EXISTING WATERLINE TO BE RELOCATED �° JOMNL. �F
o CMURCMILL PREPARED BY:
GWL JC ENGINEERING, INC.
PLAN N 4M7 2854 CRANBERRY HIGHWAY
SITE PLAN EAST WARE HAM, MA 02538
c
508-273-0377
SCALE: 1" =20' Drawn By: BMB Designed By: BMB Checked By:AC Job No.:514