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HomeMy WebLinkAbout0053 SIXTH AVENUE (HYANNIS) - Health yJ 53' ixtFi Avenue > s.; 1 Hyannis I I i I� h I I 2 G LA Go co co U N (l v tAV o 7 yc op a .T .: �D✓Ib �ea�'l�� Town of Barnstable P# 2 375 Departitnent of Regulatory.Services r Public Health DivisionMAM Date as lZ r4u►rvKl', 200 Main Street,Hyannis MA 02601 Date Scheduled ✓ �r / Time�� Fee Pd. ` (Soil Suitability Assessmentfor ,Se age I)isp®sal Performed-By: Witnessed By: LOCATION & GENERAL INFORMATION Location Address Y 2 /4-1- e Owner's Ni me �1 w i ` f yet +�1 + c4 P Address AA I Assessor's Map/Parcel: a�N/t/� / Engineer's Name /C n Q NEW CONSTRUCTION REPAIR c Telephone# "�`��� Land Use: �� t-Po.�1l/ -(� 5lopcs(96) Q "�J�v Surface Stones — 7 Distances from: W Open Water Body �4 p Y ft PossIbIC Wet Area ft Drinking Water Well A-0Dt Drainage Way ft Property Une --4-70—ft Other ft SIMTCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands]n proximity to holes) +D _._ - "` ..k,arent material(geologic)_D _ .� .f� � �•.,, _ h c� �. _ _ ! Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Plt Fliec Estimated Seasonal High Groundwater DETERMINATION FOR SEASONALGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil Inottles: In, Dcpth to weeping from side of obs.hole: In, ©roundwater AdjuAlment ft. Index Well# Reading Date: Index Well level _ Adj,factor Adj.GroutldwaterLevel,,,,,, PERCOLATION T +ST bate Tlwm !> Observation Hole# Time at 9" —- . Depth of Pere Time At 6" L oak Time @ Tima(9"-6") ak �Q•;U� /Inch ,/r 7j Site Suitability Assessment: Site Passed,lZ _ Sitp Filled: Additional Testing Needed(YIN) 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!\S EPTIC\PERCFORM.D O C DEEP-OBSERVATION HOLE LOG Hole# � - l Depth from Soil Horizon Soil Texture Sdil Color Soil- Othcr Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders. o i ten;y,96'(iravel) 106 -/2d C S vYR %3 /20- 32- DEEP OBSERVATION HOLE LOG Hole Depth from Soll Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o sis en. %Gravel) v3=1/ C 5 L m�F,5/3 - a r�- /�` 0-4 ]SEEP OBSERVATION HOLE LOG Hole#. Depth from Soil Horizon Soil Texture Sol]Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o i to c e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(tn.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Cositn Flood Insurance Rate Map: 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 mtiterlal exist in all areas observed throughout the area proposed for the soil absorption system? Y = If not,what is the depth of naturally occurring pervious matorlal? Certification I certify that on % (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 . the requited training,�expertise and experience described in�10 CMR 15.017. Signature -0' Z59C. lMC- Date b Q:\S•EPTICIPERCF0RM.D0C No. 0�l Fee THE COMMONWEALTH OF MASSACHUSETTS Entered m computer: Yes \r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS YILAtIOYC for Disposal 6 stPITI CDnBtrULtIOYY permit Application for a Permit to Construct( ) Repair(A6'Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�j,3 Si 1(+�) Av aL Owner's Name,Address,and Tel.No. W . R 0.n n, P O t4- (, CJ/ben l�lXaA4 1 �1i i P, 'f'b� Assessor's Map/Parcel,2 q4 W. 11% et nn`S R MiN ��•� Instal r' N e,Address.and T 1.No.v 69-7171— 9377J Designer's Name,Address,and Tel.No. 5`OS C �1 �si-r a� ys:,-c)c.,�Rd a Type of Building: Q � Dwelling No.of Bedrooms Lot Size 7 j A sq.8. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures \ /-� Design Flow(min.required) ��® gpd Design flow provided ' / gpd Plan Date_0&�06A �).O I�_Number of shee'ts/ / Revision Date Title ��5 S� �(r.�� .� SB 441 Aue )cam. LelQsk Size of Septic Tank ' >S Type of S.A.S. �e„ �_. L_ P t'S Description of Soil 5gg In, Nature of Repairs or Alterations(Answet when applicable) SW 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 and not to place the system in operation until a Certificate of Compliance has been issuebbhis Board of Health a Date �7 A )�1-- Application Approved by Date Application Disapproved y Date for the following reasons -� Permit No. Date Issued q j / NO. . D ,,ai_ • Fee T" E COMMONWEALTH-OF MASSACHUSETTS Entered in colnputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 1 fipiication for Misposar *pstem Construction Permit Applica o�n for a Permit to Construct( ) Repair(,/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.53 &A-H.) 14 v e- Owner's Name,Address,and Tel.No. � • N c�.n Y�i s o t'�- G/�en/7'tx�2 I l i<, P v �o x t SI(o I Assessor's Map/Parcel L-3• oat-,)D Installer's Name,Address,and Tel.No.S UR•Q/71_ 9357 Designer's Name,Address,and Tel.No. ��O� 34,p -elsw �_j 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(min.required) 'S.�`n gpd Design flow provided .S(o gpd Plan Date O,n, L,tN g�h' C * 7 Number of sheets / Revision Date Title �-;J,I o _ C�!A e�frr IX ,`�2,T t v4� 4.wn L k?. Ie fir, 11, /.l"rT9�r`r Size of Septic Tank , Type of S.A.S.6im I iol,�.e�r, _J/_ .1� Description of Soil E. n . J s ` Nature of Repairs or Alterations(Answer when applicable) ( A,119 yl �,A,1191 /,i n A kel t/mac _a n � 'g� � i Date last inspected: ,a Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described n-site ewage-�disposal system in . es c..,......�.. accordance with the provisions of Title 5 of the Environmental Ce and not to place they ystem in operation until a Certificate of Compliance has been issued by this Board of!�ealth. ­_;7 igned _ Date Application Approved by p V/ Date. Application Disapproved I r I v V v Date for the following reasons Permit No. Date Issued / Tit<E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(, ) Repaired(4') Upgraded( ) Abandoned( )',by at �� tjpi)� �,), I.nr'S�nr has been constructed t*n accord nce with the provisions of Title 5 and the for Disposal System Construction Permit No. aWd Installer �� � -�v°� 4'b���1ni-��,.+r Designer �o,a , ; m #bedrooms _� Approved design flowL�J gpd The issuance of this permit shall not be construed as a guarantee that the system wilt 1 f�ii n s d gned. �u Inspector Date Z!/ ------------z.------------------------------:-------------------- ---------------.-- ------------------------------- - No. ��3; Fee�f ! 'THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS I 06 Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon System located at A,he IncIQ �R I��6 n 11 , and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction ust ne.comple d within three years of the date of this permit. �I Date Approved by i OCT-31-2012 12:41 From:BORTOLOTTI CONST 508,1289399 To:15087906304 P.1/2 FROM :down cape engineering inc FAX NO. :150836298W Oct. 31 2012 12:43PM P1 � _ 2,6 r�4�.�r�ll V�I if U91Ti Ra�41T1Ldi���'Sr x►UR1TAlaRA " �� �;;+ l'lzuta�z�Q illlCe;l(��mne,A9'i�`a�tPn1< Lf,FgDMain tuna,, HyGaiuWm, MIA 076nl Cif r,c. 508-Bf+2d!64d irnu, 508-79�1 b;{f14 T.u4:4 rr r'i: 'a'8 err L".e .file:,�4iavrn uum F;w1wa e 2.01�„.-5-13 AEI Insur's M*Pa ren 2.1ti /G9 C h, / /9 ixantd Aporn Li.l.o iuVall a 41n, wns rx'} t- . Wtic�yST.ej ..tit +� 3 L h T asc+d nn cb.sisu+icawn by {�,rl3reyti) 1 C-1�L.�"ci+:•cl . J. cec�tha dw rptic sysi'.r�m refmurr,i shmp. wiis .bj-q jj(,,d snh!1ldadally a�,ccordWt, to 1j� degti , wbich Wy irWlu(j.o Miaanr aplsmmd rhuligcs 311c11 ::t5 liter,al relonAtinn 01 the diFf'i IJV14ou lxm and/ox gelmo lttuL „ l aortiiy lat th+, aortic 3Y!,WWrc xrft1-cnc:r7J. 141.,ove wu;r ulaw led w.t]t n�I aLm 1-,Rn 10' ]Fte:,ral rtAu+:sti.d.m of Lhe SAS or. ny vrrtir"Al relucV10A c�� Xny+.oiul)nnt-ur of the xuptir gyyxt=) gut in.W.111-0XdAn,GC Wil,3tht0 'f.c�cft]R�plilatiur E��m, r�:v131olti or f�eeified w 1,)W It by doss er w 1a110w- ���1��na MAC UAMIC-LA _ ©,1ALA �r�llatim.) ++ CIVILr" No.48502 �v C'91�Ly 1f`P°I1 i5t�'tCifll 1�ia,4i 5 9'jy1St,l� —`r'C,)mp, Yuen) K..,�A 1kT1 C t 0 3' A��j;�i�1€�1LIZ 9 i ;if: RZ4L ' d .'JAY -Wfq'. �d'['T> "+c� .f,'� ��+ �j�,��� t; Tl iJN'X',Ij� 'sa 'J'%,t' 'l7 i► ,�.�-.�17•'� G�A.w �' UC',ajtri VX Ff C D �TAUL f r117 LLIAf J R DIVJ .AI I . '47 �_d��l•. OCT-31-2012 12:41 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.2/2 FROM :dawn cdpe engineering inc FAX NO. :15083629800 Oct. '31 412 12:44PM P2 .f r i i I f r I PS0 i iD1A { ar un mu I �aat.4•�� � •�a o4 1 t �J.bu T, +a.UO Y�g.e+ MHAb DIdYR f "Y u ■29 19 W NAM •g t.�r 11TMMF ■70.47 �wG.L1 11.41 A", r `� �114D <r10F mos. OANIEL A, �OJAI:A t IVil r u� Scale;1"m 30" v�Fs Q14Tmen SEPTIC AS— ' ` C 15 30 45 66 75 n'F I IN w off nos-M-4541 W. HYANNI PORT tar 500 'JA2_-OW 53 SIXTH AVENUE do wn cope engineering, irl I PREPARED FOR Cl 641- ENOWEERS BORTOLOM CQNST./GREENHOUSE RT 4AN0 SURWYORS — 939 Main Street — YARMdUTMPO Rr,, MASS. 5cALE: V - 3o' OCTOBER 30, 2012 ►n _ -a FF1 C I AL USE Postage $ ��5 MA a26�j Certified Fee 4 Z Postmarkt� Return Receipt Fee nnryryry Here Od I` O (Endorsement Required) l .-K $UU v O Restricted Delivery Fee p (Endorsement Required) Total Postage&Fees $ 'TZ. UPS rL -- o Phyllis I Burns P.O.Box 93 Hyannis, Certified Mail Provides: o A mailing receipt o A unique identifier for your mailpiece �+ o A signature upon delivery o A record of delivery kept by the Postal Service for two years ^r Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail or P�ority Mail. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of, delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. µ o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ;•• o If a postmark on the Certified Mail receipt is desired,please present the arti cle at the post office for postmarking. If a postmark on the Certified Mail. receipt is not needed,detach and affix label with postage and mail. - . IMPORTANT-Save this receipt and present it when making an inquiry. PS Form 3800,April 2002(Reverse) 102595-02-M-1133 I - °FIME t° Town of Barnstable Regulatory Services * sARlvsrABLE, * Thomas F. Geiler, Director 9�b 6 9 .�� Public Health Division Arf �A Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Phyllis J. Burns Date: 4/28/04 P.O. Box 93 Hyannis,Ma. 02601 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. I The septic system owned by you located at 53 Sixth Avenue, Hyannis, was inspected on, 8/12/98 by Joseph Macomber, a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Liquid level in the distribution box was above outlet invert due to an overloaded or clogged SAS or cesspool. Our records show that the system has been in a failed state for more than two years. You are ordered to hire a professional engineer or registered sanitarian to prepare a plan of proposed replacement septic system component(s). This plan is to be submitted to the Town of Barnstable Public Health Division Office (Regulatory Services, 200 Main Street, Hyannis), within (90) days receipt of this letter. The plan will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title V. You are also ordered to upgrade or replace the septic system within six months (180) days of your receipt of this letter. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. You have the option of requesting an adjudicatory hearing pursuant to 310 CMR 15.422 Failure to comply with this order will automatically result in a public hearing scheduled before the Board of Health. PER ORDER O T BOARD OF HEALTH omas A. McKean, R.S., C.H.O. Agent of the Board of Health CC: Board of Health Vfailed_septic_letters IC3 �co .. . .•. � I C I ED Postage $ a . Certified Fee ,,, ! — 60J Retum Receipt Fee ! J Q� Postmark f3 (Endorsement Required) y Q = Her 2aQ�j � L f O Restricted Delivery Fee —D (Endorsement Required) � j J Total Postage&Fees $ g 6 Ln USP Sent T r [- Streat,Apt No.; '�4/, -f✓(. 1�4�1 or PO Box No. ------------ ----- •------ - ---------------- Oa/oil Certified Mail Provides:El �G�B�a A mailing receipt N)zooz eunr uge wiod 8d n A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a LISPS®postmark on your Certified Mail receipt is required. n For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement'Restricted-Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. /IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. , o Town of Barnstable o.SCfwG ` Public Health DivisionSTAB �0 200 Main Street c� — �` a Hyannis, MA 02601 �� � � �" H METER 710974 7.002 1000 0004 6683 2560 6 Phyllis J.Burns � Y P.O.Box 93 �EQU . Hyannis, Ma. 02601 1ST N0 100E a 2E`<D NOTICE RETURNED 81ENbEIR OMPLETE THIS SECTION; • 1 ON DELIieERY. I z � I ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent X �pg2 I ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No I I I I Phyllis J. Burns I P.O. Box 93 Hyannis, Ma. 02601 3. Service Type i i I ❑Certified Mail ®Express Mail ❑Registered ❑ Return Receipt for Merchandise I ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes I / 1 2. Article Number (rransfer from service label) 7002 1000 0004 6683 2 5 6 0 I �' PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 I 1 o�1"E A Town of Barnstable 04% Regulatory Services * BARNSTAB , * Thomas F. Geiler,Director 94i 63 ��� Public Health Division Arf �A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Phyllis J. Burns Date: 4/28/04 P.O. Box 93 Hyannis,Ma. 02601 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. - - The septic system owned:by you-located at 53 Sixth Avenue, Hyannis, was inspected on, 8/12/98--- by Joseph Macomber, a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Liquid level in the distribution box was above outlet invert due to an overloaded or clogged SAS or cesspool. Our records show that the system has been in a failed state for more than two years. You are ordered to hire a professional engineer or registered sanitarian to prepare a plan of proposed replacement septic system component(s). This plan is to be submitted to the Town of Barnstable Public Health Division Office (Regulatory Services, 200 Main Street,Hyannis), within (90) days receipt of this letter. The plan will bring the septic system into compliance with 310 CMR 15.00,The State Environmental Code, Title V. You are also ordered to upgrade or replace the septic system within six months (180) days of your receipt of this letter. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. You have the option of requesting an adjudicatory hearing pursuant to 310 CMR 15.422 Failure to comply with this order will automatically result in a public hearing scheduled before the Board of Health. PER ORDER LFHE BOARD OF HEALTH Thomas A. McKean,R.S., C.H.O. Agent of the Board of Health CC: Board of Health J/failed_Wtic_letters 1 TOWN OF BARNSTABLE) LOCATION �t SEWAGE# �NOt4-' VILLAGE�rMt�i� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 6voors7- `I-'I t-g3qq SEPTIC TANK CAPACITY i.Tejrs ) --6L.,t- - el-o LEACHING FACILITY:(type) 1�"l,� (size) '-r+3 S. NO.OF BEDROOMS • ,moo S�o�i OWNER 41 fz t� C-.(VC5-C � j-LS 0-. PERMIT DATE: i O-4 dt• i4$- 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 Dlo�w✓ c,i � �1 _ � `R 1 C7 �1 � u s .,� �") c �s SYSTEM PROFILE ALL SYSTEM COMPONENTS SHAH BE NOTES MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. T �� PROVIDE MIN. 20" DIAM WATERTIGHT (NOT TO SCALE) 1. DATUM IS APPROX. NGVD t ^14r o ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO ~ TOP FOUND. EL. 25.0' WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING 0 eY \ 22.3 2% SLOPE REQUIRED OVER SYSTEMZ 22 3' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ch Rd MINIMUM .75' OF COVER OVER PRECAST CrOigvilie Bea 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRERISERS UNITS TO BE AASHO H- t] Z 2'0 4"0SCH40 PVC - *: PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE-WATERTIGHT. < 19.75' �*21.5' 10" 1500 GAL H-10 14" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE a 20.0' TEE SEPTIC TANK TEE 19.75' WITH °°°°°°°°O°°°°°°°° A19.32' 310 CMR 15.000TITLE V.) GAS BAFFLE::; ° � �°� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Q 4' LIQ. LEVEL (ACME OR EQUAL) 19.55' 19.38' 18.42' NOT TO BE USED FOR LOT LINE STAKING OR ANY Nantucket :....:••; . _.; -. ;: ....,. .•. •. . : ., 6" MIN. SUMP OTHER PURPOSE. o°o°o°°o°o°°o°°o°°o°°o°°o°°000°°o°°o°°o°o°O°°°°0000°0 12" MIN INT. DIM. °°°°°°°° °:o:o0o�o,o°o°°°°. " Sound 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. 6",CRUSHED STONE OR MECHANICAL (26) H-20 HIGH .CAPACITY INFILTRATORS 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF ( 3 X SLOPE) (NO STONE PROPOSED) 7.02' HEALTH AND PERMISSION OBTAINED FROM BOARD ( 1 % SLOPE) ( 1 % SLOPE) OF HEALTH. ' LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS -MAP FOUNDATION 50 SEPTIC TANK 20 D BOX 8 FACILITY CALLING DIGSAFE (1-888-344-7233) AND NOT TO SCALE VERIFYING THE LOCATION OF ALL UNDERGROUND & `THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BOTTOM TH 1 EL. 11.4' OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS WORK. ASSESSORS MAP 246 PARCEL 169 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12./EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN /SAND. MAPLE STREET / SYSTEM DESIGN: 170.00' / ---K g3.94 0 / I GARBAGE DISPOSER IS NOT ALLOWED I DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD BENCH MARK - CORNER OF I - BRICK PATIO ELEV. = 24.0 USE A 550 GPD DESIGN FLOW x I EXISTING DWELLING BRICK = TOP FNDN. - EL. 25.0' PATIO , y SEPTIC TANK: 550 GPD (2) = 1100 41 0. I 123.48 USE A 1500 GAL. SEPTIC TANK I LOT-AREA c� i INVERT OUT EL. 21.5' 31,915 +/-SF .. x 2 x 23.95 LEACHING:, a 4.72 SF/LF x 6.25' LENGTH = 29.5 SF PER y 23.05 C HIGH CAPACITY H-20 INFILTRATOR TEST HOLE LOGS C x 3 2z3.59 3.12 1 3 Z 550 GPD/0.74 GPD/SF = 743 SF LEACHING ' x 2.96 I � REQ D x 23.44 PAVED DRIVE i 22.88 ENGINEER: ARNE H. OJALA, PE, SE Z y 743 SF/29.5 SF/UNIT = 25.2 UNITS WITNESS: DON DESMARAIS, IRS • 83 I DATE: OCTOBER 5, 2012 a x 22 19 �� I R .s6 23 � 22.67 HIGH CAPACITY HTHEREFORE, USE G20 NFILTRATORRAVELLESS TUNITS EM F IN 2 FIELD PERC. RATE _ < 2 MIN/INCH ` DILI CONFIGURATION SHOWN 0 6 CLASS I SOILS P# 13753 Z O x 22.32 26 UNITS x 29.5 SF/UNIT = 767 SF C' O oo I 767 SF (0.74) GPD/SF = 567 GPD (OK) ELEV. ELEV. 48" ",,PLE O x 22.39 - 0» 4 22.4' 0" 4 22.4' o ---------------------- 22.48 -� � I A A ct c TH 1 TH 2 MA APPROVED DATE BOARD OF HEALTH SL SL x 22.26 8" 10YR 4/2 8" 10YR 4/2 x 2 .71 , =# B B 22 �\� x22.31 , � 32 i TITLE 5 SITE PLAN LS LS ------ ------------- 22.95 I OF 36" 10YR 5/6 19.4 36" 10YR 5/6 19.4' 23 3• Ir c1 c1 22.45 53 SIXTH AVENUE SL COMPACT SL COMPACT \ 2' x 20.47 \ I WEST HYANNISPORT 56» 10YR 5/3 17.7' S5" 10YR 5/3 17.7' 21.41 �92 115 C2 C2 I PREPARED FOR BORTOLOTTI CONSTRUCTION/ �\ PERC FS FS 2.5Y 7/4 2.5Y 7/4 CONTRACTOR TO VERIFY SOILS AT TIME OF 2 .99 x 23.33 � 22.53 JQE13.5 103" 13•8' INSTALLATION (LAYERS VARIABLE) GREENHOUSE RT C3 C3 ,. C(�)g.46 SL COMPACT SL COMPACT OCTOBER 5, 2012 ' 120 10YR 5/3 12.4 11 g 10YR 5/3 12.5 200.06 off 508-362-4541 5' REMOVAL OF UNSUITABLE SOIL REQUIRED /� C?AP�I aL �yG � ti� _ ��cy fax 508-362-9880 C4 C4 u ti ��' uANIE! A. G AROUND PERIMETER OF LEACHING FACILITY, �Q A. NlEL CANIEL % - OJA "� > downcape.com FS FS DOWN TO SUITABLE SOIL LAYER. REPLACE i�} OJA A A. OJAI - • • (a)SI Q ,� C46502 WO cQAe engin ►eying, hw. WITH CLEAN MED. SAND, TO MEET N C' OJALA Crv'I w 132" 2.5Y 7/4 11.4' 132" 2.5Y 7/4 11.4' SPECIFICATIONS OF 310 CMR 15.255(3) �o �Q 0980 Scale: l 20' �, Ey �°FEs cISrejG � civil engineers NO GROUNDWATER ENCOUNTERED a �, �� � yo Ss� �� %�NAL ' land surveyors ` 939 Main Street ( R to 6A) 1 2-250 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTf1PORT MA 02675