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HomeMy WebLinkAbout0050 LAKE STREET - Health 50 Lake Street Cotuit rI --- r 3 .1 4 F SEP-17-2010 10 :21 AM JCENGINEERING 508 273 0367 P_ 01 J awn of-Barnstable Regulatory Services Thomas E. Ceiler, Director k,rcNvreni.e � Public MAR Health Division r"-. ! vtomas McKean, Director 2,00 Mein Street, Hyannis, MA 02601 I 644 Fax: 508•79(1-6304 Sewx g a Permit# �0 I0-37/ ' C'/ ------�----• Ass�ssOC s Map/Parcel Installer & Deslener Certification Form .....__....._._.J___.�:_�.�_�..4.. �.r_?G_....__ (nstxller: Ll-C, ,.t:l 1'�;..: Z•1, !l_ C c r: ,�C>K��rY )li�ahwc _.._.. Address: E.-,-s{ _-�,�,�ehc„n � 4:��-----�'w�'-3� -_�•t'�`�'l,��....."�.�' III < 13 _zoto OL�3.: _.__.__..._._,. .._._. _ _ �-I-,�-_:_was issued a permit to install a td;1IC) (intitaller) basted on a design drawn by (adcfress) JC .rlr�,rl�eei(�C �1C, dated 6,1_et0 id,:sign cr l ...__._._.�..__.___...__....,...._,_..,.,,' 1 certif; that -.11e :septic system referenced above was installed substantially according to the Liesii.rt. whicia may include minor approved changes such as lateral relocation of the dktribution hoax and/or septic tank. Stripout (if required) was inspected and the; soils '..rrl: fiulul .�atistactory. - -. I �:crtiry that the septic system rererenced above waS illstallerl With major chitnges (i.e. ;beater than 10' lateral relocation of the Sn5 or any vertical relocation of'any component rI'the s(•ptic �Vstern) but in accordance with State & Local.Rebulations, Plan revision or ,;milied as-built by designer to follow. Stripout (if req inspected and the soils ,<<rc li7und satisfactory. y C11L4<J!I:e. y u _ C't'll '• (11111i Cr j �171'attarC N cslcner's.�li?.11,1tUr- T (At I eSi e' s mp Here) RETURN t o 113ARNS"FARLE; P BLIC HEALTH QIVL ION. C;ERTI ATE "4' COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH T I�S,. Te'ORM ANV AS- 11. l i.7" CARD ARE ItT�,C EIVi:I) BY TH!', I3ARNS'I'ABLI: YUI3LIC: IiI•,ALI'H DIK SIGN. TOWN OF BARNSTABLE LOCATION S SEWAGE# Zo 10 37 r VILLAGE ASSESSOR'S MAP&PARCEL 2 0" Z� INSTALLER'S NAME&PHONE NO. �/�p2�yf FGtg Qi�1�� LLC, SEPTIC TANK CAPACITY 15-6a J4- 1 LEACHING FACILITY:(type) s-rb-t bs, aaA (size) i y ZJ NO.OF BED!R�OOMS L4 OWNER ASS ny-�) PERMIT DATE: C[=i 3 - 70 to COMPLIANCE DATE: R" 5 ' Zo no Separation Distance Between The: Z Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility W 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) 4qel Feet FURNISHED BY �CJVL &S C.C.C. At 10-S Az a3•� . A 3 30,2 Ba aq, I 63 36,.4 _ B4 3t y ��.5 OL cs aq.v �y c(p q8.v C �o l Pr No. ��1 � I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for moogal �&pgtem construction Permit Application for a Permit to Construct( ) Repair(K Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 50 Lal�ST• w,'I`_T_ Owner's Name,Address,and Tel.No.�y11;S A s5 fn s Assessor's Map/Parcel 2,Q to,j Cesar Installer's Name,Address,and Tel.No.(.A •ZWI(K 0 , Designer's Name,Address and Tel.No. 1—C-61 + LC 04A ® �_o C -2e7Y U 3 ?7 e"n Type of Building: + Dwelling No.of Bedrooms AA Lot Size 101 464) t sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures l G Design Flow(min.required) gpd Design flow provided gpd Plan Date Kua—ZD M Number of sheets Revision Date Title 56 Lc wA tc{,�r Size of Septic Tank I sic)C) $114 Type of S.A.S. LCA" Description of Soil Nature of Repairs or Alterations(Answer when a licable) l SbD C,#L i�-to S.-: 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 Boar o ealth. igned Date - D Z.0l Application Approved b Date Application Disapproved by: Date for the following reasons Permit No. A!:� Date Issued / No. D 371 Fee 4 5 lei f ~ Entered in computer: 1 Vol— THE COMMONWEALTH OF MASS�4CHU�ETTS „ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplicatioll for igo�aY pgtelll COB trLtctiott hermit Application-for aPermit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 5 0 La� ST Cdrt � Owner's Name,Address,and Tel.No ���i 5 A S} Assessor's Map/Parcel '�, �� Installer's Name,Address,and Tel.No.e4 'tW'G4 7�5 Designer's Name,Address and Tel.No. Type of Building: ` Dwelling No.of Bedrooms Lot Size 0(3 sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) + Other Fixtures Design Flow(min.required) �' 'l gpd Design flow provided "1 'gpd , f 'Plan Date Number of sheets I Revision Date Title SO LAIC¢ tf�rxIr Size of Septic Tank t Sao GA•l. I Type of S.A.S.~ tirt ^ r lei ----- Description of Soil r �. DIn.►n '� �, � � zit'` �, . Natu?egepairs or Alterations(Answer when applicable) OJ( ) d 1 J 7)— G n` Date last inspected: Agreement: ` The undersigned agrees to ensure the construction andmaintenance 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 Boar of ealth. gned i Date 6 ZO t Application Approved b Date Application Disapproved by: Date for the following reasons Permit No. e�'�3 145) Date Issued d THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance----' THIS IS TO CERTIFY,that the On-site Sewage isposal System Constructed ( ) RepairedK ) Upgraded ( ) Abandoned( )by Q_0.J,&4 01 1!otl t J t°S Q,C. at 5-O c4L 5''i, , (p A-u�I has been constructed in accordance with the provisions of Title 5 and the f �or Disposal System Construction Permit No. Q ` dated LJ Installer P .) t/ls QJ-tf,AV6 t}t,,,,p Q,4_ Designer iI% #bedrooms Approved design flow © gpd The issuance of t i perm'i shall not be construed as a guarantee that the system will fun tii_ as deli ed. Date p Inspector d1/ ' NovFee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS 3i5po5al 6p5tem Construction permit Permission is hereby granted to Construct ( ) Repair +� Upgrade ( ) Abandon ( ) System located at �� 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 2must b completed within three years of the datero` this f Date t t 1 `CJ Approved b}c�___, oF� Town.of Barnstable P#_ L302A Department of Regulatory Services „AMSME , : Public Health Division DMAS& ate I61(� •639 ' 200 Main Street,Hyannis MA 02601 Date Scheduled /° Time-� Fee Pd. `�0 Soil Suitability Assessment for Sewa e Disposal Performed By: )o%4m yAL* ,N,L4_ �(Z u t Witnessed By: fig V w• 1 at �7!% s LOCATION& GENERAL INFORMATION Location Address Q (,4 ke S Owner's Name C_,�� .� t J Address 5—b C..v tj, r Assessor's Map/Parcel: 0 ZU(0,2,2 Engineer's Name NEW CONSTRUCTION REPAIR Telephone# `{L� t{o 2 8 508-.273-0377 Land Use AetelU!!( _ Slopes M I'2�a Surface Stones_ MIA Distances from: Open Water Body >150 ft Possible Wet Area `t150 ft Drinking Water Well >ISp ft Drainage Way 'a10 ft Property Line '10 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) —� SERE AiiAUAW Sajs •?L.A.� _ n Q 9 rra Parent material(geologic) OU-sa.ASli Z.b" Depth t�Bedrock DI Depth to Groundwater. Standing Water in Hole: S 1 70„ a•(,•5- Weeping from Pit Face itb •Co.S Estimated Seasonal High Groundwater >Ize �' S DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: bQCa casEevAT tcA ' Depth Observed standing in obs.hole: >1Z0L IGA- in. Depth to still mottios: Depth to weeping from side of obs.hole: b tL0"_F,;�Co•S in, Groundwater Adjustment _ ft. Index Well# Reading Date: Index Well level Adj,factor, r Adj.Groundwater level PERCOLATION TEST Date 8111112 TIMO jj 1-96- Observation Hole# i - Time at 4" _ Depth of Perc Time at 6" Start Pre-soak Time @ Time(9' 6 )1�� End Pre-soak 11: Rate Min./Inch X Z Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) H + j Original: Public Health Division Observation Hole Data To Be�Completed on Back----------- ***If percolation testis to be conducted within 100' of,wetland,you must first notify the. Barnstable Conservation Division at least one (1)week prior to beginning. Q:\.S EPTICIPER CFORM.DOC l - ' DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. on istene % ravel LOAMI 751�,4 ro YIZ $Jv vi•- 1W C MED 2.5.`1 DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C ns' tency,%Gravel) 0-e" AA L40rn1 54"0 10 `(P- 311, -2"~ v to r SAn1 i 24— I20" C 1►�E0.-CoARs� 5 wv 2.5 y c4, 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 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten I Flood Insurance Rate Man• Above 500 year flood boundary No_ Yes ✓ Within 500 year boundary No✓, Yes Within 100 ycar flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least foul-feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the:soil absorption system? _yes If not,what is the depth of naturally occurring pervious material? �___•_ Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Enviro ental Protection and that above analysis was performed by me consistent with . the required trainin , xp rtise ale erienc 10 CMR 15.017. Signature _ ��,o Date Q:\SEPInMERCFORM.DOC TOP OF FOUNDATION = SEE PLAN INISH GRADE OVER D-BOX= 38.8'+- 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 38,4' - 39.3' GENERAL NOTES PROVIDE EXTENSION RISER INSPECTION PORT WITH SLOPE @ 2% MIN. FINISH GRADE WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER @ FND. EL.= VARIES OUTLET TO WITHIN 6"OF F.G. 40.6�± RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION - METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 5"DIA. OUTLET(S) 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS -- -- - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 9"MIN. } i DESIGN ENGINEER. PROP.4"SCH. 40 36"MAX. I NN. N PVC SEWER PIPE PROP.4"SCH. 40 36"MAX.I 36"MAX. TOP OF SAS/B.O. - 36.30' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL Mw.s�oPe 2"DROP MIN. PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. - e,% 6" 3" 3"DROP MAX. 3" 9" _j PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN \ - Mir,.s�oae@,% L = 51 ± JOINTS (TYP.) ELEVATION =36.30' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A `SEE PI-AhI 10" 4" PVC IN FROM 1.08, 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14N 36.90' SEPTIC TANK 4" PVC OUT TO o 59, (TYP-) 7.13"(TYP) 13 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 37.15' • LEACHING FACILITY 1 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 1 12" 6" I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" OUTLET TEE 36.27' MIN. 36.10' 35.81' �- 35.22' (laid flat) 2.875'(34.5")--I (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE (TYP.) 5'MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 21.0'TO FOUNDATION COMPACTED BASE REQ'D 25 0' AND DESIGN ENGINEER. (TYP.) 8. ELEVATIONS BASED ON AN APPROXIMATE M.S.L. DATUM OF 40.00' 6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX NP OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV,= < 29.20' BIODIFFUSERS (END VIEW) ESTABLISHED ON TOP CORNER OF BULK-HEAD AS SHOWN ON PLAN. COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET �PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 25 - BIODIFFUSERS (PROFILE) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 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 Wiggin (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Precast Corp., Pocasset,MA) CROSS SECTION VIEW TO THE DESIGN ENGINEER. NOT TO SCALE SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 25 - ARC36 (#3613BD) BIODIFFUSERS i 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE NOT TO SCALE ... ... ...... 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 11 • • \ V It • -'� ` APPROPRIATE AUTHORITY. • N " • , `� - , � '�.1� PERC NO. 13036 FENCELINE (TYP) u __u-.. � -- • 4 INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS X-X-X-X-X X-X-X- * *• •• `' ~ LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE _X__ X___X X-X- I r f+ EVALUATOR: John L. Churchill, Jr., P.E. S85°3T10'W �r /4 • • THEY SHALL WITHSTAND H-20 LOADING. / t C.S.E. APPROVAL DATE: Nov. 1997 + •. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 80.00' (5) '�' • • •• August 19 2010 .• ry \ - ��.%,. • , DATE: , TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ' 4.4' 10.9 x PROPOSED INSPECTION ;� t\ •• • •• rr, MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 1 '��PORT TYP OF 5 ` `, ELEV TOP= 39.30 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 13.8 ELEV WATER= <29.30' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). TP 2 X � 39 2 I CLOTHES LINE POST(TYP OF 2) # 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN + PERC RATE _ <2 min./inch MAP ZO O ; # \ • SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. p N x � ` ' ' '= DEPTH OF PERC= 30"-48" v, 1 . GARAGE 16. PROPOSED PROJECT IS LOCATED WITHIN: PARCEL 26 TOTAL 25 ARC 36 BIODIFFUSERS 0 '� �-PROP IN A FIELD CONFIGURATION 0 • " �� "" TEXTURAL CLASS: 1 ASSESSOR'S MAP 20 PARCEL 26 EXISTING CESSPOOL TO BE • r 10,400 S.F.± - • • r, . -- PUMPED, AND FILLED WITH GC 2 \ I --- ' ` l LOCUS I CLEAN, COARSE SAND (TYP OF 3) �p TP 1 I ' * • •� �•* .' ;Hi OWNER OF RECORD: PHYLLIS B. ASSMUS M GC 1 39 3� ��' � ADDRESS: 104 CREST ROAD x :86* • • • . 0" 39.30' w 1 = ' FAIRFAX, CALIFORNIA 94930 Q ��� �� (6) x � • o . ' Loamy Sand a- I - r A FEMA FLOOD ZONE C l x : .i + • .- +�••e 8" 10Yr 3/2 38.63'LO COMMUNITY PANEL# 250001 0021 D O " * + ... • + • M • 17. DEED REFERENCE: BOOK 23591, PAGE 298 m PROPOSED DISTRIBUTION-BOX !• • •. ' ' ,�a�. • - ' �� B Loamy Sand Z / ~ TREE ' '-"^ , �,, 10Yr 7/6 18. PLAN REFERENCES: 1.) PLAN BOOK 57, PAGE 31 DECK • r_ ' -yam �_ 24" 37.30' a LSA t, • . t O • Qt11 2.) PLAN BOOK 26, PAGE 71 (3) • /;' • . Lei 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. o \ -� Benchmark ` } ' F ' r " *• �+ 30" _� 36.80' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY CP N Comer of Bulkhead + •• + + '\.11J 4� Perc (2) - Elev. =40.00' . • " , -'`+' '�.1V 4 48" 35.30' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY •+ ,� FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. Approx. M.S.L.- a + C Medium Sand CID \ \ A� / + . .� •,, 2.5Y 6/4 PROPOSED 1,500 << GALLON SEPTIC TANK O \ \ C \09 12.6' C/O gH zo LOCUS PLAN o N SCALE: 1"= 1000' 1 c o n N O \--INS,%. = 37.5'± o 0 120" 29.30' m TOF =43.5'± No Standing, Mottling or - Weeping Observed z DESIGN DATA LEGEND \ MAP 20 m 50xO EXISTING SPOT GRADE PARCEL 19 ,\ NUMBER OF BEDROOMS(DESIGN) 4 - - - 50 - - - EXISTING CONTOUR DESIGN FLOW 110 GAUDAY/BEDROOM TEST PIT DATA 50 PROPOSED SPOT GRADE �`__sN�l := a, 1. \ TOTAL DESIGN FLOW 440 GAUDAY MAP 20 TOF =44.2 \ DESIGN FLOW X 200 % = 880 GAUDAY PERC NO. 13036 -4 50 PROPOSED CONTOUR PARCEL 20 \ USE PROPOSED 1,500 GALLON SEPTIC TANK INSPECTOR: David W.Stanton, R.S. ❑/Hi w - EXISTING OVERHEAD WIRES urc EVALUATOR: John L. Churchill, Jr., P.E. � #5O � W W------ EXISTING WATER LINE _-Z� EXISTING \ 5r 7 C.S.E.APPROVAL DATE: Nov. 1997 r / 4-BEDROOM \ \ \ DATE: August 19,2010 TEST PIT LOCATION w DWELLING INSTALL 25 ARC 36 (#3613BD) BIODIFFUSERS TEST PIT 2 CP EXISTING CESSPOOL o / \ \ ELEV TOP= 39.20' z SWING-TIES J SYSTEM CAPACITY ELEV WATER= <29.20' z (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD PROPOSED 1,500 GALLON SEPTIC TANK DESCRIPTION GC-1 GC-2 HC (125')(4.8 SF/LF)(0.74 GAL/SQ.FT.)= 444.0 GAL. LEACHING/DAY PERC RATE _ `r / PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE STOOP W £ f DEPTH OF PERC= SEPTIC COVER IN (1) 28.2' 38.1' - I l 3 \ \ TOTALS: TEXTURAL CLASS: p PROPOSED DISTRIBUTION BOX 1 SEPTIC COVER OUT(2) 21.0' 31.8' - x '� _ \ TOTAL NUMBER OF BIODIFFUSERS: 16 I x I \ \ TOTAL NUMBER OF COUPLINGS: 0 -- - Q PROPOSED ARC 36 (#3613BD) BIODIFFUSER BIODIFFUSER CORNER(3) - 15.2 29.4, I I TOTAL LEACHING AREA: 600.0 BIODIFFUSER CORNER(4) - 23.1' 53.4' ( X 3 \V TOTAL LEACHING CAPACITY: 444.0 0" 39.20 1 ( I \ A Loamy Sand BIODIFFUSER CORNER(5) - 33.6' 52.3' I I I £ o \ 10Yr 3/2 REV. DATE BY APP'D. DESCRIPTION BIODIFFUSER CORNER(6) - 28.8' 27.4' t I \ 8" 38.53' PROPOSED SEPTIC SYSTEM UPGRADE �< s \ \ B Loamy Sand / I i = N85°37'10"E 10Yr 7/6 PREPARED FOR: --42 x I _�_x_X X X-"x-x NOTE: ., CAPEWIDE ENTERPRISES I� �_X-X-X-X X-X- -X-X-X-, X 80 Opp EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE 24 37.20 DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER LOCATED AT "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO UP#4 \ ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST 50 LAKE STREET NOTES: SEA SHELL DRIVE \ MODIFIED FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. COTUIT, MA - -- - Medium Sand 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH _ _L - - - - EDGE PF AVEMEN C 2.5Y 6/4 �u SCALE: 1 INCH = 10 Ff. DATE: AUGUST 26, 2010 SEPTIC SYSTEM COMPONENT. FH u F ;q5 0 5 10 20 40 FEET LAKE STREET 2. 4o CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE 'WIDE- 1 PREPARED BY: 938 TOWN LAYOUT) -- ( RESERVED FOR BOARD OF HEALTH USE � JOHN L. �r CHURCVILLJR. JC ENGINEERING, INC. PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA �� 41807 r 2854 CRANBERRY HIGHWAY SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF �\ SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 120" 29.20' ` ST EAST WAREHAM, MA 02538 SITE PLAN No Standing, Mottling or ' 508.273.0377 Weeping Observed ____._r_ _ ___ 3). ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE ZONE WATERSHED. SCALE: 1" = 10' Drawn By: BSM Designed By:MCP Checked By:JLC JOB No. 1866 rt(e-