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HomeMy WebLinkAbout0036 COTTAGE LANE - Health 36 COTTAGE LANE CENTERVILLE A = 229 118 M UPC'12514 No.2 QR NASTINGeb MN -T_. No. a © �DKJf r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Z1pprfcation for �Digoot 6petem Con0tructfon Permit Application for a Permit to Construct( ) Repair(grade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 36 (ot'f f4)e 6r4- Owner's Name,Address,and Tel.No. L,��eQ y4 a rLS 64f,"re.,,_4 l 3 to c ao rf'a,<- (.ti, - Assessor's Map/Parcel Installer's Name,Address,and Tel.No. GAQew° ��'� 1�1'� S Designer's Name,Address and Tel.No. T-C' ev'k` -L, P_o- Z851 cva-� '►•,�r7 l�•-vtn'I �off- Z 73.-0371 6•��►r�u,,,,.,. m►a Type of Building: Dwelling No.of Bedrooms � Lot Size 31,2o�( t sq.ft. Garbage Grinder ( ) Other Type of Building 3 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S 3 gpd Design flow provided 3 S Z gpd Plan Date Ftb Z% Z.aa�C Number of sheets r Revision Date Title 3(., +Ij4 t,4"_0_ Size of Septic Tank I -! oo Type of S.A.S. T r4+" Description of Soil Sgw— 914-,(,j Nature of Repairs or Alterations(Answer when applicable) ►,$moo ti91. ao�,Z T-A4,4 5 tL,.4`_).1 I Ce Date last inspected: ?AL-ju7 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. Sign d m Date Application Approved by Date i Application Disapproved by: Date for the following reasons i Permit No. '"� Date Issued loop A No. D 7700 Fee N" NW1 Entered in computer: p,. THE COMMOEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for.Viopozal *- p!5tem Cow6truction.. Permit Application for a Permit to Construct( Repair(grade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. 3 Lptf A4 6-" Owner's Name,Address,and Tel.No. 1-,-A CQ to C o fi LS Tci� a� Assessor's Map/Parcel �V%AA I i Installer's Name,Address,and Tel. o. -Aft,. Designer's Name,Address and Tel.No. 5'C. eiJ ikea�� i. , P•�- qo� 2�3 ZisSY cry,-,� ,�,vy r 1 ok- 7-73-c)37-1 Type of Building: Dwelling No.of Bedrooms 5• �4 Lot Size 39,2p L( t sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) i. i Other Fixtures E Design Flow(min.required) 3 3 b gpd Design now provided 3 5Z • 3 gpd Plan Date Cb ZI t� Z o ov Number of sheets ( Revision Date Title.j 3(. 1,-414 Size of Septic Tank 15 too Type of S.A,S. T <--C-N - - Description of Soil - _ 61a4r% �•- Nature of Repairs or Alterations(Answer when applicable)` )1 S 0-o 4 w L T-O4vC ,A f , r Date last inspected: 2.,Fja-7 Agreement: ' I The undersigned agrees to ensure the construction aril 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. i - Signdj--� Date 2 I- 7- c5 Application Approved by Date j a r I,- Applicatiori Disapproved by: Date j for the following reasons -Permit No. "'r Date Issued 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 CA11e IOL& �:� BJ;.C� Li..c- at (� Gc�d�q,�.V L rda,.c COq,7f 9A V.. has ben constructed'in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. —O dated Installer C,14D?. , Designer S.C. C-It ;QSLA.nin�_ #bedrooms ?j Approved design flow gpd The issuance of this-pe i s dal be construed as a guarantee that the system w' 1 function as designed. Date t Inspector ----- — -.'� v.— 1,7 -------------- -- — _. ._ ✓ No. ''�� — Fee Aa� J/Z-2L,)-,--- I THE COMMONWEALTH OF MASSACHUSETTS i PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwi!gpozal *p!gtem Con0truction Permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) System located at 3 (' (-0++,Q- o II 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 ust be completed within three years of the date of this Date /'7 Approved by 'h 1 i � • y i / � I 1 Town of lsarnstame Regulatory Services Thomas F. Geiler, Dire ctor ector AB � '"ASS. Public Health Division ArfO MOd�' Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Desiener Certification Form Date: Designer: 7SC en�ctoee�iV15� TdC, Installer: Cacewtd2 tg1kre(i52S Address: 2U�4 e;0,,l0e_;ry w� Address: P U, t3,,,,5z 7(,3 E. Wore.lnQM � �tA 025_3b ��I Yv (�2 !�/j✓-� 0 3 � On 2-Z.Z.- zo o C ew, G` y ���� was issued a permit to install a (date) (installer) septic system at 3(- C a{-f e Lan e- based on a design drawn by (address) G Eoclif)&P_6 5 , 1Ytc. dated febtuor! 21, 2608 (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. V I certify that the septic system referenced above was installed with major 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. C �S o CHURCHILL ( taller's Sign to ) JR. w CML 41807 (Designer's S' ature) (Af Desi 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 RV THE B 4 RNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form i Town of Barnstable P# �(y� $ Department of Regulatory Services tM : Public Health Division Date MAS& 1a39 a�� 200 Main Street,Hyannis MA 02601 Date Scheduled .4Time Fee Pd. _/X Soil Suitability Assessment for Sewage Disposal pp Performed By: t1(C,6eA ii.meA�CA E-1 i CSC• Witnessed By: DOd+(lCL Hiorandi L� LOCATION& GENERAL INFORMATION Location Address A, Owner's Name L`h d c, co te Address 3 #r , Assessor's Map/Parcel: °Z 2-q G J Engineer's Name ""ye_�,Cu �er10r�its NEW CONSTRUCTION REPAIR Telephone# �-09 y LY V 0 Ze Land Use SI ng(e FavniT /cCsidena( Slopes(%) 2 Surface Stones Distances from: Open Water Body 7 160 ft Possible Wet Area 'i b 0 'ft Drinking Water Well H I A ft Drainage Way 7 i 00 ft Property Line 7 f 0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See etceased s efkc sYs(e"'A "Q5fa6to-_ (`vl toy 3G. EhJt�tee;tv,5; T+nc: c�a Fe�oovQay 21, 2008 Parent material(geologic) 60kWa5�) Depth to Bedrock ] 12 0 Depth to Groundwater. Standing Water in Hole: i(7 '`ls Weeping from Pit Face E q Z v Estimated Seasonal High Groundwater e 7511 t095 I Q 27 DETERAGNATION FOR SEASONAL HIGH WATER TABLE Method Used: 0oA4tF0Is Depth Observed standing in obs.hole: job. in. Depth to soil mottles: Jr^ in. Depth to weeping from side of obs.hole: Z in, Groundwater Adjustment ft. Index Well# Reading Date: — Index Well level Adj.thetor Adj.Groundwater Level,R� PERCOLATION TEST bate 247-08 Time l i A H Observation _ - Hole# 3 Time at 4" Depth of Perc 50.-(a 50-6 8 Time at 6" Start Pre-soak Time @ i i A h I t'.1 o A h 15m2(9"-6") _ End Pre-soak l 1:I( A n Rate Min./Inch Z L 2- ,/Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) k) 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(1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency. v 1 20 -32 5 L 10 Y r 3/1 — 32-50 g — S0 120 C 1�i-G Sand 2. 57&I(0 0 72 Lao5� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 0.- 22 22 - 3 A 5L IV (r 31i — 3y-5'8 i3 5L — y�-i2d N-C sand z.5 Y �/� �5 665e DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 20- 32• 50- (20 = G h-c san(A 2.5 Y '°/6 e 72 ° Lose roYr S/S DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con 22-3 A 5L )Olt , - �llS I2d G -G Sartcl 2.5Y"/6 e— 75 01r 'Ib Flood Insurance Rate May: Above 500 year flood boundary No_ Yes within 500 year boundary No Yes within 100 year flood boundary No ✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious 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 certi that on R •11"7 9 (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 . artm the required training,expertise and experience described in 310 CMR 15.017. Signature ha /— Date Q:\S.FvnCVERCFORM.DOC f No. D lL/0 Fee aj THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Migpo aY *pgtem Comaruction Vermit Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) O Complete System 3Individual Components Location Address or Lot No. AKe Owner's Name,Address and Tel.No. Assessor's Map/Parcel eOo���-`,^, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 0 S�P'tI /�1 dvtS ST, /(/Ivf Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) w. 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 e y is of Signed Date Application Approved byLVfMIA' Date Application Disapproved for the following reasons 1-7 Permit No. Date Issued t-/1�/ Fee No. D / F THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC-HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZppYication for Mt!qpa al *p6tem Con!arurtion Permit Application for a Permit to Gonstntct Repair_( )Upgrade( )Abandon( ) EJ Complete System Individual Components Location Address or Lot No. Owner,sjNime;.Addressand Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Designer's Name,Addre s and Tel.No. �A.' 0 C 16 Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) f Other. Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' ' Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date e L. Title Size of Septic Tank Type of S.A.S. `t r Description of Soil Nature of Repairs or Alterations(Answer wheq applicable) N S - \ ! C7✓r� ` ��`�"�`� p-T -tag rG, 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,h@en-i sus a thist-0 Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. "' Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance �-- THIS IS TO CERTIFY,that the On-site!Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned(1{)by `fA'%.0—C 04.Q c 55, -1 C.� at 3 ( C.cm o c_t . L Lk v—�.. C �''t`T�'''�t `+E has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer XKn A �_ The issuance of this -errhit shall not be construed as a guarantee that the system will function as degigneL / Date 1 1/0/ 00 Inspector No. — --------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Bigaal *pMem�� Conotrurtton Permit Permission is hereby granted to'Con'struct( )Repair(Upgrade( )Abandon( ) System located at C¢ C 0-rrA 5se- 049 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:Conk m m tb completed within three years of the date of s pe�`t. Approved <Date: � rr b y TOP OF FOUNDATION = 38.8'± PROVIDE PRECAST CONCRETE EXTENSION RISER WITH CONCRETE COVER OVER INLET FINISH GRADE OVER D-BOX= 36.3 ± INISHED GRADE OVER SAS= 35,8'± - 36.1�± GENERAL NOTES & OUTLET TO WITHIN 6"OF FINISH GRADE CONCRETE RISER AND COVER FINISHED GRADE TO WITHIN 6"OF GRADE 1 UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER TANK EL.= 37.9± INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @FOUNDATION = VARIES 5" DIA. OUTLET(S) BOX TO F.G. (SEE NOTE #21) CODE AND ANY APPLICABLE LOCAL RULES. __ - - 20" MIN. ACCESS COVER 9"MIN. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE (TYP FOR 3) 36" MAX. DESIGN ENGINEER. CCES PORT WITH BOX T PROPOSED 4" � F.G. (ONE PER TRENCH) SCHEDULE 40 PVC 9"MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL TOP OF SAS/ 36"MAX. 32.0' 1.1'MULTI-PORT SYSTEM UNLESS OTHERWISE NOTED. L]_L6" 3" 2" DROP MIN. (8 INFILTRATORS) END CAP(TYP 3" DROP MAX. 3„ 9„ t.SLOPe@„ PROVIDE WATERTIGHT BREAKOUT= 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN EXIST. 4" _ JOINTS (TYP.) 35.00' (TYP OF 2 TRENCHES) ELEVATION = 35.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A PIPE � _' 36.00' r 14" 35.75� 4" PVC IN FROM _ _ _ -_ _ _ _' °° 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF SEPTIC TANK O 4" PVC OUT TO = __ -- -- -- __ -- -- -_ _ _ _ - °O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 36.40'- LEACHING FACILITY 1 = - _ -_ _ - -_ __ _- - -- - -- - - -- -_ 1.00' 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 34.67 -- __ -- __ -- __ -- __ -- __ -- _- -- -- __ - - _- -- 0.67' -- __- -- ___= =- -__- -_- _-_ -- -- - - -- 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. � WH 48" OUTLET TEE 35.00' IN. 34.83' BOTTOM- 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK M ZABEL FILTER 6" CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS MODEL#A1801-4x22 W93 OVER MECHANICALLY 34.00 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH (PIPE LENGTH 18') (GAS BAFFLE ON BOTTOM) COMPACTED BASE 1.1' 4.0' EFFECTIVE (TYP. 1.1' 5'MIN. 2.83' (34") 5.66' 2.83'(34") AND DESIGN ENGINEER. = 20.1' 6" CRUSHED STONE 5 34.2' OUTLET DISTRIBUTION BOX I I 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 39.00' ESTABLISHED 00 0 00 000 0 o OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUNDWATER ELEV.= 28.90' 11.32' ON A NAIL SET IN A UTILITY POLE AS SHOWN ON PLAN. 0C 000 000 0 000 00o COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. INFILTRATORS PROFILE VIEW INFILTRATOR END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10.5' WIDTH 5.67' DEPTH 5.671 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY CROSS SECTION VIEW TO THE DESIGN ENGINEER. SEPTIC TANK PROFILE DIMENSIONS PER WIGGINS PRECAST DISTRIBUTION BOX DETAIL QUICK4 STANDARD INFILTRATORS DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE NOT TO SCALE CORP., POCASSET, MASSACHUSETTS NOT TO SCALE NOT TO SCALE STRUCTURES SHALL BE MADE WATERTIGHT. SWING-TIES •. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING r ` Pt• TEST PIT DATA TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM DESCRIPTION HC-1 HC-2 SC-1 SC-2 C �� �,,,,1}�� �� APPROPRIATE AUTHORITY. r SEPTIC TANK(1) 30.8' 22.7' --- --- • /� rent INSPECTOR: Donna Miorandi INSPECTOR: Donna Miorandi 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS • P# LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE ••. EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. SEPTIC TANK(2) 36.6' 30.2' --- --- • • THEY SHALL WITHSTAND H-20 LOADING. DATE: February 12, 2008 DATE: February 12, 2008 INFILTRATOR CORNER(3) --- --- 31.1' 23.3' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • TEST PIT#: 1 #12110 TEST PIT#: 2 #12110 INFILTRATOR CORNER(4) --- --- 60.2' 56.1' I r • \d, • ZONE 2 ELEV TOP 34.80' ELEV TOP 35.10 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE = = INFILTRATOR CORNER(5) --- --- 65.2' 59.2' " " • * •p•' 0, ' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. •• • •. .+• ' ELEV WATER= 28.80' ELEV WATER= 28.90' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, +• •• �► INFILTRATOR CORNER(6) --- --- 39.9 30.0' �' r � u+ • • • 1) • PERC RATE _ <2 Min/In PERC RATE FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). _ • +� #!i►#• ••' " �{ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN • p • �+• • " r 11 DEPTH OF PERC = 50"-68" DEPTH OF PERC = SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. R� •• �� TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED WITHIN: Zo so .r r + : • ASSESSOR'S MAP 229 PARCEL 118 OD r N C �• OWNER OF RECORD: LINDA C. NARDONE, TRUSTEE OF LINDA C. NARDONE TRUST MAP 229 a0 0 ••4.�•� ' �" M " ' 0" 34.80' 0" 35.10' c/o LINDA L. COTE PARCEL 118 �•','�� * • r ,,26 �0,� Fill Fill ADDRESS: P.O. BOX 944 39,204 Ac.± �� (PER ASSESSOR) i � � • � 20" 33.13' 22" 33.2T CENTERVILLE, MA 02632 BChW ®� • • A Sandy Loam A Sandy Loam FEMA FLOOD ZONE C 10 Yr 3/1 10 Yr 3/1 COMMUNITY PANEL# 250001 0005 C REMOVE ALL UNSUITABLE 0.1 , _ • • • 11 s r 32" 32.13' 34" 32.27' MATERIAL TO"C" SOIL & REPLACE � • ',"r�J • . • „ . - r � 17. DEED REFERENCE: � WITH CLEAN COARSE SAND • �/ . + � • � �� r Sandy Loam Sandy Loam BOOK 10454, PAGE 195 I ••' p� + 1 • B 10 Yr 5/6 B 10 Yr 5/6 �"', i •' ; 1 r . r 18. PLAN REFERENCE: I M 1 •�� • - r 50" 30.63 48" 31.10' PLAN BOOK 161, PAGES 119 CO Perc w PROPOSED RESERVE AREA -'` ! w -` 29.13' Mottling � 75" t, 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. CY) Js 11. 1 `" • • �2_ Mottling C� 72" ?$.$0' ^n Yr �'9 �rn I {5) a ♦r • • 10 Yr 5/8 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY I PROPOSED INSPECTION PORT • • ��• . C Medium-Coarse Sand (�Y 5. -- _t __. _ r _u_rR C Medium-Coarse Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY o PROPOSED ACCESS PORT 2.5Y 6/6 2.5Y 6/6 I " FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 17 92„ Weeping � ���� _ >7 13' 94" Weeping 94 = 27.27' 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A c 11 35� ---PROPOSED 8 -QUICK4 LOCUS PLAN + I DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A / / N P 1 TP�3-, / STANDARD INFILTRATORS 108" Standing GW � 25 80' ,�: Standing GW(c� 110"fir_ 95.93' REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. p` I34.8 3 8! (TYP FOR 2 TRENCHES) SCALE: 1" = 1000' 120" 24.80' 120" 25.10' m '� ` 628.3! LEGEND n (3}\ 2 3 35.0' vz PROPOSED DISTRIBUTION BOX - - 50 - - EXISTING CONTOUR 1 w a Z DESIGN DATA TEST PIT DATA TEST PIT DATA 5o PROPOSED CONTOUR M� rnC> U/H/W EXISTING OVER-HEAD WIRES 36� _Y� NUMBER OF BEDROOMS (ASSESSOR) 1 INSPECTOR: Donna Miorandi INSPECTOR: Donna Miorandi SC-2 �36 rn o DESIGN 3 GAS EXISTING GAS LINE SC-1 � NUMBER OF BEDROOMS, � (DESIGN) EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. \ DESIGN FLOW 110 GAUDAY/BEDROOM DATE: February 12, 2008 DATE: February 12, 2008 SHED W W---- EXISTING WATERLINE TOTAL DESIGN FLOW 330 GAUDAY TEST PIT#: 3 (#12110) TEST PIT#: 4(#12110) O \ C "/ --EXISTING CESSPOOL TO BE DESIGN FLOW X 200 % = 660 GAUDAY ELEV TOP = 34.80' ELEV TOP = 35.00' -X-X-X-X-X- EXISTING FENCELINE PUMPED AND FILLED WITH ELEV WATER= 28.80' ELEV WATER= 28.75' 3� CLEAN COARSE SAND USE PROPOSED 1500 GALLON SEPTIC TANK TEST PIT LOCATION PERC RATE _ < 2 Min/In PERC RATE _ 0 - DEPTH OF PERC = 50"-68" DEPTH OF PERC = ( P EXISTING CESSPOOL ; PROPOSED 1500 TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 PROPOSED 1500 GALLON SEPTIC TANK m r (1 GALLON SEPTIC TANK INSTALL 16 QUICK4 STANDARD INFILTRATORS 0 0 0 i1 j - - PROPOSED DISTRIBUTION BOX J�, It i SYSTEM CAPACITY 0" 34.80' o" 35.00' � B M �_o HC-2 (TOTAL L.F. INFILTRATORS) (4.73 SF/LF)(0.74 GPD/SQ.FT.)= GPD Nail in U.P. rn XH'�-df (34.2'x 2 trenches)(**6.96 SF/LF) (0.74 GAUSQ.FT.)= 352.3 GPD Fill Fill PROPOSED QUICK4 STANDARD INFILTRATOR Elev. =39.00' / (FULL) B.H. MAP 229 20" 33.13' 22" 33.17' (Approx. M.S.L.) co #36 CIO ► PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE PARCEL 87 O Y\ OG EXISTING TOTALS: A Sandy Loam A Sandy Loam \ ( ApPR \` 1-BEDROOM Z TOTAL LEACHING AREA: 10 Yr 3/1 10 Yr 3/1 -� ��-- 0 476.1 SQ.FT. , DWELLING �° cfl 32" 32.13 34 32.17' w ° TOTAL LEACHING CAPACITY: 352.3 GAL./DAY WA - - °No Sandy Loam Sandy Loam REV. DATE BY APP'D. DESCRIPTION TOF = 38.8'± (CRAWL) P O B 10 Yr 5/6 B 10 Yr 5/6 - - 501, 30.63' 48" 31.00' PROPOSED SEPTIC SYSTEM UPGRADE ** PREPARED FOR: 38 �PS NOTE: Perc !- Mottling Ca?75" `, EFFECTIVE LEACHING AREA OF 6.96 SF/LF OBTAINED FROM THE 68„ �rt 29.13' 10 Yr 5/$� ' 75, CAPEWIDE ENTERPRISES AS "MODIFIED CERTIFICATION FOR GENERAL USE" FOR INFILTRATOR '�;lottling +'a 72" \ ( -8.80' C Medium-Coarse Sand LOCATED AT "E SYSTEMS ISSUED FEBRUARY 21, 2003 LAST REVISION GPS N7�87 g9' JULY 19, 2007) BY THE COMMONWEALTH OF C Medium-Coarse Sand 2.5Y 6/6 MASSACHUSSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL 2.5Y 6/6 92, Weeping 92" _ 27 33' 36 COTTAGE LANE � AFFAIRS, DEPARTMENT OF ENVIRONMENTAL PROTECTION. 92 Weeping -92" 27.13' - CENTERVILLE, MA 02632 MAP 229 10$„ Standing GW n- 108 .� , n, 108" Standin GW a 108"- 26.00' SCALE: 1 INCH = 20 FT. DATE: FEBRUARY 21, 2008 PARCEL 88-03 120" 24.80' 120" 25.00' 0 10 20 40 80 FEET _a- - - - --- - -- -- - RESERVED FOR BOARD OF HEALTH USE +"ATM�'` PREPARED BY: °yNc JC ENGINEERING, INC. �cM`�"` iNOTES: 2854 CRANBERRY HIGHWAY �' 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE EAST WAREHAM, MA 02538 OF EACH SEPTIC SYSTEM COMPONENT. SITE PLAN 508.273.0377 2.) ENTIRE LOCUS IS NOT LOCATED WITHIN A DEP APPROVED ZONE IL - - -- - SCALE: 1"=20' Drawn By: MCP j Designed By:MCP Checked By: JLC JOB No.1381 TOP OF FOUNDATION = 38.8'± PROVIDE PRECAST CONCRETE EXTENSION FINISH GRADE OVER D-BOX- 36.3'± GENERAL NOTE S RISER WITH CONCRETE COVER OVER INLET INISHED GRADE OVER SAS = 35.8± - 36.1 ± & OUTLET TO WITHIN 6"OF FINISH GRADE CONCRETE RISER AND COVER FINISHED GRADE TO WITHIN 6"OF GRADE 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION @ FOUNDATION = VARIES FINISH GRADE OVER TANK EL.= 37.9± INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL i 5" DIA. OUTLET(S) BOX TO F.G. (SEE NOTE #21) CODE AND ANY APPLICABLE LOCAL RULES. 20" MIN. ACCESS COVER 9" MIN.f F 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE (TYP FOR 3) 36" MAX. CCESS PORT WITH BOX TO DESIGN ENGINEER. { PROPOSED 4" A F.G. (ONE PER TRENCH) SCHEDULE 40 PVC 9" MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 2" DROP MIN. TOP OF SAS/ 36"MAX. 32.0' 1.1'MULTI-PORT SYSTEM UNLESS OTHERWISE NOTED. 6" 3" " PROVIDE WATERTIGHT BREAKOUT= (8 INFILTRATORS) END CAP(TYP 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 3" DROP MAX. 3 9" MIN.SLOPE@t% (TYP OF 2 TRENCHES) EXIST. 4" o JOINTS (TYP.) 35.00' ELEVATION = 35.08' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A PIPE 36.00' 14" 4" PVC IN FROM (35.08') 00 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF - 35.75 __ __ __ _ = SEPTIC TANK 4 PVC OUT TO __ __ _- __ _- -_ -- _ _ _- °O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. -- -- -- -- -- �`�� � ) (35.80 ) O LEACHING FACILITY __ _ __ _= __ __ __ __ __ __ __ __ _- = _= __ °O 1.00' o 36.40 == -- == -- == =- == __ -= =- _- _-= = _ __ == o o 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. 95') 34.67 == __ == __ == __ =_ __ _= __ =_ -- __ __ == = = == == 0.67' (37.39') OUTLET TEE 12' == == == == _= == -= == -= =-== ==== °0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" 35.00 MIN. 34.83 ( 34.7& 35.15' CRUSHED STONE BOTTOM- 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK MODEL#Al01-4x22 OVER MECHANICALLY 34.00 .08 �ZABEL FILTER ( ) 6" FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS M � �4 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH (PIPE LENGTH =43') (GAS BAFFLE ON BOTTOM) COMPACTED BASE 1.1' .0' EFFECTIVE (TYP. 1.1' 5'MIN. 2.83'(34") 5.66' 2.83'(34") AND DESIGN ENGINEER. 42.3' 6" CRUSHED STONE 5 34.2' I I 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 39.00' ESTABLISHED 0 o OVER MECHANICALLY OUTLET DISTRIBUTION BOX po 0 o p o 0 o TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= 28.90' r 11.32' ON A NAIL SET IN A UTILITY POLE AS SHOWN ON PLAN. pp poo poo o pop pop COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. INFILTRATORS PROFILE VIEW INFILTRATOR END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10.5' WIDTH 5.67' DEPTH 5.67' CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES QUICK4 STANDARD INFILTRATORS DETAILS TO THE DESIGN ENGINEER. *CONTRACTOR RAISED INTERIOR SF��'FR P►PING SEPTIC TANK PROFILE DIMENSIONS PER WIGGINS PRECAST DISTRIBUTION BOX DETAIL 7 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE NOT TO SCALE CORP., POCASSET, MASSACHUSETTS NOT TO SCALE NOT TO SCALE STRUCTURES SHALL BE MADE WATERTIGHT. AS-BUILT SWING-TIES •. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING • + TEST PIT DATA TEST PIT DATA I REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM DESCRIPTION HC-1 HC-2 SC-1 SC-2 � ; Lit'tl APPROPRIATE AUTHORITY. CUS ___ ___ /(r YGat 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS SEPTIC TANK (1) 49.0' 44.2' tC� INSPECTOR: Donna Miorandi INSPECTOR: Donna Miorandi •+ Pt EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE SEPTIC TANK(2) 56.2' 52.0' --- --- `i•. February 12, 2008 THEY SHALL WITHSTAND H-20 LOADING. f'• • • DATE: February 12, 2008 DATE: DISTRIBUTION BOX (3) --- --- 39.7' 30.0' ., . • - 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. INFILTRATOR 4 --- --- 35.8' 29.0' \ * "'• •+'��,�, TEST PIT#: 1 (#12110) TEST PIT#: 2 (#12110) O j . . • ZONE 2 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ELEV TOP = 34.80 ELEV TOP= 35.10' �+� + •' • frNX MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. INFILTRATOR 5 --- --- 63.0' 59.9' A/ry • •p ( ) +• � ••• ••• • j ELEV WATER= 28.80' ELEV WATER= 28.90' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, INFILTRATOR (6) --- --- 66.5' 63.T +• • • + • / FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). • 11 • PERC RATE _ < 2 Min/In PERC RATE _ INFILTRATOR(7) --- --- 42.4 33.7' {"� Ce. • �•• •. * • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN * + • . H I DEPTH OF PERC = 50"-68" DEPTH OF PERC = SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ACCESS PORT (8) --- --- 47.2' 39.8' Q O •• • 11 ; 16. PROPOSED PROJECT IS LOCATED WITHIN: + TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 o so • : ACCESS PORT(9) --- --- 41.6' 35.9' • _w r� w• . • ASSESSOR'S MAP 229 PARCEL 118 INSPECTION PORT(10) --- --- 42.0' 34.7' � •• o. t OWNER OF RECORD: LINDA C. NARDONE, TRUSTEE OF LINDA C. NARDONE TRUST MAP 229 0 •• • I 0" 34.80' 0" 35.10' � .h1• '' 1 I c/o LINDA L. COTE PARCEL 118 j ��` �� • • �' 26 i l�Q% Fill Fill ADDRESS: P.O. BOX 944 39,204 Ac.± CENTERVILLE, MA 02632 (PER ASSESSOR) 20" 33.13' 22" 33.2T eChW c • co Q A Sandy Loam A Sandy Loam FEMA FLOOD ZONE C 10 Yr 3/1 10 Yr 3/1 COMMUNITY PANEL# 250001 0005 C •, li • • 32" 32.13' 34" 32.2T 17 DEED REFERENCE: REMOVE ALL UNSUITABLE • MATERIAL TO"C" SOIL & REPLACE • -// • • w1 • " • Sandy Loam Sandy Loam BOOK 10454, PAGE 195 WITH CLEAN COARSE SAND • !/ ` "� • • • • • ,' �/ • • , B 10 Yr 5/6 B 10 Yr 5/6 0 WREF .01 18. PLAN REFERENCE: + h • • I 50" 30.63' 48" 31.10' r- -- I • ` + '* t Perc ` PLAN BOOK 161, PAGES 119 M (5 ItQu 4 \ w � PROPOSED RESERVE AREA ! -" • : 29.13' Mottling 75' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. • 68'� 7.. - 28 90 $3 I '� . * 2" Mottling Ce? 72" _ �U.uu Fe, 9 @- 20. of `' 3 \ e ��` s 10 Yr 5/8 PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY M -AS-BUILT ACCESS PORT (TYP OF 2) • 11" . C Medium Coarse Sand / ' \ it.- � (i. . _:, __.• �' _ - C Medium-Coarse Sand 2. FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. AS-BUILT INSPECTION PORT Weeping 94" 8) \ 92" - wee "' "' 92 = 27.13' 94 - 27.27 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A f r? AS-BUILT 8 - QUICK4 LOCUS PLAN DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A Standin GW 108" Standing GW 110" '` ,9 3a�� � 0� STANDARD INFILTRATORS 108" _ 25.80' 110" - 25.93' REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. l r (TYP FOR 2 TRENCHES) �1 �. -�.$' SCALE: 1" = 1000' m (1 1 {7) � 120" 24.80' 120" 25.10' LEGEND O \ 3)% - (4r, 35.0' AS-BUILT DISTRIBUTION BOX - - 50 - - EXISTING CONTOUR ` 1 35.1' 50 DESIGN DATA � TEST PIT DATA TEST PIT DATA PROPOSED CONTOUR m Zo o --- ❑ EXISTING OVER-HEAD WIRES J'1 36�' NUMBER OF BEDROOMS (ASSESSOR) 1 INSPECTOR: Donna Miorandi INSPECTOR: Donna Miorandi SC-2 `'� rn o NUMBER OF BEDROOMS DESIGN 3 GAS - EXISTING GAS LINE �36 = (DESIGN) EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. SC-1 \ ) DESIGN FLOW 110 GAUDAY/BEDROOM February 12, 2008 February 12, 2008 \ AS-BUILT 1500 GALLON DATE: rY DATE: ry W W EXISTING WATERLINE \ SHED ( _ SEPTIC TANK TOTAL DESIGN FLOW 330 GAL/DAY TEST PIT#: 3 (#12110) TEST PIT#: 4 (#12110) n __ Q (1 �/ / EXISTING CESSPOOL TO BE DESIGN FLOW X 200 % = 660 GAL/DAY i ELEV TOP - 34.80' ELEV TOP - 35.00' -X-X-X-X-X- EXISTING FENCELINE �{ \ PUMPED AND FILLED WITH j --1 �*-3� %3 'tea �1 EAN COARSE SAND USE PROPOSED 1500 GALLON SEPTIC TANK ELEV WATER= 28.80' ELEV WATER= 28.75' TEST PIT LOCATION w , �/ � PERC RATE _ < 2 Min/In PERC RATE _ EXISTING CESSPOOL DEPTH OF PERC = 50"-68" DEPTH OF PERC = z w INSTALL 16 QUICK4 STANDARD INFILTRATORS j TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 0 PROPOSED 1500 GALLON SEPTIC TANK �oo O j BASEMENT PIPING SYSTEM CAPACITY 0 PROPOSED DISTRIBUTION BOX n RE-PLUMBED 0" 34.80' 0" 35.00' B M HC-2 (TOTAL L.F. INFILTRATORS)(4.73 SF/LF)(0.74 GPD/SQ.FT.)= GPD Nail in U.P. rn "►� ' �-- (34.2'x 2 trenches)(**6.96 SF/LF)(0.74 GAUSQ.FT.)= 352.3 GPD Fill Fill PROPOSED QUICK4 STANDARD INFILTRATOR Elev. =39.00' - B." ` MAP 229 (Approx. M.S.L.) j'` COHC-1 #36 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE (FULL) , 20" 33.13' 22" 33.1T OjNh� C. EXISTING I PARCEL 87 TOTALS: A Sandy Loam A Sandy Loam PR 1-BEDROOM Z TOTAL LEACHING AREA: 10 Yr 3/1 10 Yr 3/1 (96.87 ) ACTUAL ELEVATION "AS-BUILT"'i W 476.1 SQ.FT. DWELLING ° coo 32" 32.13' 34" 32.17' K w o TOTAL LEACHING CAPACITY: 352.3 GALJDAY W A TOF = 38.8'± l N oo o o 50" 30.63' 48 Sandy Loam Sandy Loam REV. DATE BY APP'D. DESCRIPTION (CRAWL) _ B 10 Yr 5/6 B, 31.00 10 Yr 5/6 ---_--- "AS-BUILT" SEPTIC SYSTEM � I 38�p,S **NOTE: Perc PREPARED FOR: _T� w EFFECTIVE LEACHING AREA OF 6.96 SF/LF OBTAINED FROM THE Mottling @ 75" `- -� 29.13' �- 10 Yr 5/8 CAPEWIDE ENTERPRISES "MODIFIED CERTIFICATION FOR GENERAL USE" FOR INFILTRATOR 68 ✓tottlinq 72' y 28.80' Medium-Coarse Sand o55pp"E SYSTEMS ISSUED FEBRUARY 21, 2003 (LAST REVISION 10 Yr 5/8 C 2 LOCATED AT ( p._ N7� gg JULY 19,2007) BY THE COMMONWEALTH OF C Medium-Coarse Sand .5Y 6/6 g7. MASSACHUSSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL 2.5Y 6/6 J2„ Weeping ci w.. 33' ! AFFAIRS, DEPARTMENT OF ENVIRONMENTAL PROTECTION. 92" Weeping 92" 7 27.13' " 36 COTTAGE LANE +:andin Gw cos" CENTERVILLE, MA 02632 ending GW C� 108'� 108" = 26.00' MAP 229 t 25.so' 120 SCALE: 1 INCH = 20 FT. DATE: MARCH 5, 2008 PARCEL 88-03 24.80 25.00 0 10 20 40 80 FEET tHOF RESERVED FOR BOARD OF HEALTH USE JOHN L • PREPARED BY: . ma cH JKHILL m JC ENGINEERING, INC. NOTES: AS-BUILT" '4L �� 2854 CRANBERRY HIGHWAY j 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE EAST WAREHAM, MA 02538 OF EACH SEPTIC SYSTEM COMPONENT. SITE PLAN PLAN _ 5_08.273.0377 2.) ENTIRE LOCUS IS NOT LOCATED WITHIN A DEP APPROVED ZONE II. ----- SCALE: 1" =20' Drawn By: MCP 1 Designed By:MCP Checked By:JLC JOB No.1381