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HomeMy WebLinkAbout0107 SEAGATE LANE - Health 107 Seagate Lane Hyannis A= 249-150 i I i j: f o TOWN'OF BARNSTABLE LOCATION �� �.C�G64 14y!/ SEWAGE# CJ/� 2 90 `'WIUAGE ASSESSOR'S MAP&PARCEL Z./V /SD INSTALLER'S NAME&.PHONE NO. 97 S c/oS Li 42,5,4rr0 S SEPTIC TANK CAPACITY /6DD LEACHING FACILITY.(type) 2-;SDD 60 41"hh ' 5 (size) 1 S"X 13 NO.OF BEDROOMS OWNER +; 13 Z C Y PERMIT DATE":Ai 16 COMPLIANCE DATE: t8 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 Y. 300 feet of leaching facility) -. Feet FURNISHED BY W �F �l - S a I . I Town of BArnsta]ble. P# Department tf Regulatory Services 94 . , ' Public'health Division Date_ ,63¢ ems$ 200 Main Street;Hyannis MA 02601 Date Scheduled �� Ttme" • Fee Pd: sjy • i 1.. .. oil Suitability Assessment for Sewqge isposal Performed By: Y Y Witnessed By:4L i. LOCAATION& GENERAL INFORNIATION _ Location Address .I(� ` S 2 iG a'� _ j t Owner's Name R f��A U&-t �T�IS�1tA/►t 1� i Address S�}Y✓1 Assessor's Ma / rcel: Y^V r7 l �" 1 .�I+ Engineer's Name �PYpf Spy�rf �jyjL, NEW CONSi RUt0N REPAIR �• �4 ' ,Telephone# 3 11 Land Use rl , 1 Slopes Surface Stones Distances from: Open Water Body Z0D ft Possible Wet Area�ft Drinking Water Well �'/fv ft t � . D ainage Way 7=«ft Property Linc � ---it Other ft SKETCH:($treet name,dimensiods of lot,exact locations of test holes&perc tests,locate wetlands in proxitnity to holes) 4 t P'i" `/ Parent material(gedlOgic ',49 r' �l Depth to Bedrock ' Pit Face All- ll— Depth to GroundwaterStanding Water in Hole: � i Weeping from easonal1Ii hGroundwater Estimated S ,g jDtTE �j`TION FOR SEASONAL HIGH WATER TAI#LE Method Used: ! Depth .Glbperve standing, obs.hole: in. Depth to sail mottles: 1n. Depth toiweeping from side of obs.hole: ! " in. -0mundwnter Ad)uetment tt ! dd,faetor..,.._.•� Ad.Oroundwnterlevel,,.,e, Index Well#�. Reading Date 'Index Well levtl-,:-e.,..... j PERCOLATION TEST '.. D k1e_ .T4ne Observation I i in at 9" Hole# Time atG" Depth of Pere ' � Start Pre-soak Time.C� I a.6 i Time(9"-G') End Pre-soak t'•� -7 Rate MinAnch Site Suitability Assessment: Site"Passed k Site Failed; Additional Testing Needed•(Y/N) ' t' .. • I\ Original:.Public k�e$lth Division Observation Hole To Be Completed tin Back f.; ***If percolali6n test is to be conducted within 100'jof�,wetland,you must first notify the o beginning. Barnstable 6c servatien Division at least one(1) we6k prior t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Consistenc %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc '°%Gra el 0 r, -7 hen► 4wo t k DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ther Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C n isten ra I t Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No v Yes Within 100 year flood boundary No✓ Yes Depth of Naturally:occurring Pervious Material Does at least four feet of naturally occurring pervio s material exist in all.areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per ions material? Certification I certify that on to 1q, (date)I have passed the soil evaluator.examination approved by the Department of EnvirciAiental Protection and that the above analysis was performed by me consistent with the required train g pertis and experience described in 3,10 CMR 15.017. Signature Date Q:\.SEPTICVERCFORM.DOC No. Fee �00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - T011IN OF BARNSTABLE, MASSACHUSETTS yes ftphLation for Misposaf 6pstem Cone-truttion Vprmit Application for a Permit to Construct(c-f Repair(C.)'Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No./0 7 Z-14415 Owner's Name Address,and Tel.No. HW4Pfl5 v,,ll c 1, 14A 2 e- uC/-Ir Assessor's Map/Parcel 2 y _ ISO �� e Installer's Name,Address,and Tel.No. ,j 0 91-1/20-�f 73 8 Designer's Name,Address,and Tel.No. $"03 _f6 O-3-3 Jos�P age, aNr-y5s-6 sons Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided , gpd 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) l 61 at� 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 Board of Health. Signe Date Application Approved by 1< Date Application Disapproved by Date for the following reasons Permit No. YL — Date Issued No. C946 Fee 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:PUBLIC HEALTH DIVIS10w.-T•QWN OF BARNSTABLE, MASSACHUSETTS Yes Application for is sal 6pstem Construction permit Application for a Permit to Construct(vY Repair(44 Upgrade-( ) .Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./D 7 S 614 G,4 re L c1/Il Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name`,Address,and Tel.No. ,f'a 1'73 61Designer's Name,Address,and Tel.No. 5 Off',r(o O—33 - Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided Yc)I 1- 5 gpd Plan, Date Number of sheets Revision Date Titler'°� Size of Septic Tank Type of S.A.S. j Description of Soil Nature of Repairs or Alterations(Ansewhen applicable) 1-21 _7 1 _I All 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 Board of Health. e Signe f Date Application Approved by `` Date ) Application Disapproved by Date for the following reasons Permit No. Y1 — Date Issued THE COMMONWEALTH OF MASSACHUSETTS B is ARNSTABLE,MASSACHUSETTS ,,. �, Certifitate of �orn fiance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( `)_ Upgraded( ) Abandoned( )by, 6,-. �C �kt, INat /0.7 SFla��cr ' L/fh.�7 1`1`a/wl-ikl/S has been constructed in accordance 1 with the provisions of Title 5 and the for Disposal System Construction Permit Nd "I 6 "dl� dated ( ',� . Installer L/�Gj �� fj1`4lr� 175 Designer SUh,' #bedrooms Approved design flow gpd The issuance of his p rmit shall not be construed as a guarantee that the system will pt on as desi - ed. Date } �f � Inspectort{l.•j cJ -- ----------------- ---- ---- No. afo THE COMMONWEALTH OF MASSACHUSETTS Fee PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction 3dPrmit Permission is hereby granted to Construct Repair(✓)` Upgrade( ) Abandon( ) System located at /a 7 .S/'19 G 4 FI i/ , s7iS 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 must be c pleted within three years of the date of this permit. Date / ' Approv�dby� 08/31/2016 08:12AM 17744139468 MEYER AND SONS PAGE 01/01 Towit of B,arnstable e ' Regulatory Services Richard V.Scali,Interim Director Public Health Division Thomas.McKean,Director 200 Main Street,Hyannis,NIA 02601 office: 508-862.4644 Fax, 508.790-6304 Installer &Desivn.er CeirHfication Form Date~ 4D Sewage Permit#i _O G�2 �Assessor's Map\Parcel d Resigner: i¢��d �y?C Installer. !'� �' ,�—A- wrl a - Address: . Address: � 1 �� On 'Le Li �� was issued a Permit.to install a (date) (installer) septic syst at/07 T ", ' �'� rG � � based on a design drawn.by dated . _�-...>^... .,�. _. .,-.�,.,_._..�-.(designer.� .i„�; _, ;/ � . •.;;,,. ,. _ I certify that th'e septic system referenced above Was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution bozo and/or septic tank, Strip out (if required) was inspected aaad the soils were found satisfactory. - I certify that the septic system referenced above was.installwd with major changes (i.e. greater than IOLlateral relocation of the'SA.S or any veztical relocation of any component of the septic system)but in accordance with State &Local Ragulations. Plan revision or certified as bwilt by designer to'follow' Strip out(if required) was inspected And the soils were found satisfactory. - I certify that the system referenced above was construct le with the teriras �-)f the IAA approval letters(.if applicable) - i Flaller's Signature) 3 1 a esigner's signature) (AffiX L e igne s zr�p ire) r ICA T OF COMPLIANCE Mu NOT DE ISSLrED UNTIL BOTH TB1S FORM AND AS- BUILT.-CARD ARE IRECEM D BX TU MARNSTABBLE PUBLIC HEALTH V1810 . _ TH&N K YOU. Q,\SeptiaWesisner Cf tificatioa Form R,-,v 8-14-I,3.dor, CA I � � No... .1.-.1. Fick ....30•.00.. THE COMMONWEALTH OF MASSACHUSETTS APPROVEDBOAR® OF HEALTH Barnstable Conservation Department ZTOWN OF BARNSTABLE igned Appliraftlit for Di►ipmial Works C ontitrurtiou ramit Application-is hereby made for a Permit to Construct ( ) or Repair�XX)Xan Individual Sewage Disposal System at - - ;�-7 Z .......... t� • . -----•----•---•------------------- -- -- i r L.c on :lddnss or Lot No. t Owner Address WJ.P.Macom77Jr. a ----•••••...-•-----•---••--•-----•----•-•----•-•••-•----••••-•••••••-••------•------•-----•--•---- •-•---•-----••--...•--•-•---••-•--•-•-•-----•••------•••--•--•-•••----•------•.............•-••-•. Installer Address UType of Building Size Lot............................Sq. feet ►� Dwelling X- No. of Bedrooms............. _-._Expansion Attic ( ) Garbage Grinder_ ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) at Other fixtures ............................... .. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length---------------- Width---------------- Diameter................ Depth................ x Disposal Trench--No. .................... Width--_..-_-_-_--_____._ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------.--_--___-_ Diameter____________________ Depth below inlet.................... Total leaching area......_...........sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a ,.� Test Pit No. I_ ..............minutes per inch Depth of Test Pit-_-___--_--__..._-_. Depth to ground water........................ Gi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ----•-•......•--------•-----•--••-----------••---•-•--- ••--------------------•----..........---...........--•--•--•---.....------....__.._........_.-•--- 0 Descri tion of Soil--- x Sand & Gravel W ....-- ---••------- •----------------------------•--------------------- x Y-1000 ga fo'n tan}", -disfF115T ioQ✓ U N ture o R irs or A ation —A sayer when p licab e-- ----------- •------•-••-•.............. ox, - 800 ga ion �.eac�ing pi� ppac ed in stone . -•..................•--------------••--------------•------•-------•-• -----------------•--------••-----•••-•••-•...------._...----------•--•--------•--•-------•--...•--••-•----------------•.......•--• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia ce has ee issued by th boa d of health. LI/21 Signed .......... ...........,.. ....................... .E................................... ......................� 3....... Date Application Approved BY ...... ...�-max - ................................................................... ......�/r.-. .2-..-� Application Disapproved for the following reasons: .................... . . ................. .. . ... .... .. .. .. .................. ...... ....... ..................... . .............................................. . ....... ..................... . . ......................... . ........... . ........... ---------------- Permit No. ......../q.. 3.... /as .................. Issued . .....................................................Date....... Daze r No..., -�.::.�-2• 30.00 t THE COMMONWEALTH OF MASSACHUSETTS = : t i BOARD OF HEALTH 6� S {� �D 5 TOWN OF BARNSTABLE N l 4 Ap.pliration for Diripaiial Mnrk,s Towitrurtinn 1hrmit Application is hereby made for a Permit to Construct ( ) or Repair X(XX)Xan Individual Sewage Disposal System at: • 5 nterville 2 >Ih t Ua1�1�7' '� 1 ...... ...•.. .......... ............. . •-------- .------------ n Q - Location-Address or Lot No. Rom.. trp0.trJr ..r�.. t -.......- -------------------•--------•--•---•--•--•-•---- Owner Address W J.P.Macombe Jr. Installer Address UType of Building Size Lot________________............Sq. feet I—, Dwelling M No. of Bedrooms.__.-_-_-__.3----------------------------Expansion Attic ( ) Garbage Grinder ( ) a4 Other—Type of Building ............................ No. of persons-------------------_-------- Showers ( ) — Cafeteria ( ) QOther fixtures -----------------------------------------------------------•-•-----------------.------ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length---------------- Width.... ----------- Diameter................ Depth................ x Disposal Trench--No. .................... Width.................... Total Length.................... Total leaching area..........•__.......sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by----------................................................................ Date........................................ Test Pit No. I.................minutes per inch Depth of Test Pit._-__.-_----_-____ Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0 9 ......................................................... Description of Soil........................................................................................................................................................................ W Sand & Gravel v ...............•-•----------•----...._...-------••--••-----------------------...--•---------- W x ------------------------------------------------------------------------------------------------------ -----------------•--------- -••---••-•--•--- --•-- 1—Z000alZon tank 1—distributioN U Nature of Re airs or Alterations—Answer when ap licable____ ____ ___________________..__.._._.._...._.._.__......�..._....._..._...._._._.._._........ box,l-1P000 gallon leaching pit �pacKed in stone. --------. • -----......-•--•-----•---•••---•-------•----••--•••-•-----•---•----•-•--•-•-••--•-•--•-•---•-•..............•. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been,issued by the boa d of health. Signed ...:. (h'f�/,..!6%//I1� s -�- ............................. 4 21/93:..... Date Application Approved By ..............v` .,��,..... ... ..� ,. w.._ ................... y.-.. . ..-. ............................... Date Application Disapproved for the following reasons: ............. ........... -- .............................. ...............---......................--- -. . ......................................................... ------ ...... .............. . ... ................................................ ............ ........................................ ec�� ..... _ Date PermitNo. -----..1_.:.a..-....1.��:5................ ... Issued ............--....................... ......................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�er#ifira e of C11ompliaxnre THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ) or RepairedX(XXX) J.P.Macomber Yr. by ....... ._......................__..............._.. ..........-------------- _............._.._....-----------..---....----- -----------. ..............................................---------- I .................. Installer at ......2.6...Wh t�? Oak'T.�ra hl,Qenterville............ �. 4 (. ........ ....................... -- -- -- . has been installed in accordance wifhl the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .......7-6- . .. , ...... dated .. ....... ............ _..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE .................... ...-.. � .'....jam✓-. ._......_.................. ... Inspector = ......... -.,...>..>............................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE FEE 30..00 No......- 1•• ............. Uinpniitt1 Workv Tunntrintilan "Vrrutit Permission is hereby granted...._J.P.Macomber Jr. to Construct,( ) or Re�a>r (X)—an Indio �h+?�� n 'a�Disposal System atNo... :`.. ' - ' ................................................ street ---T� as shown on the application for Disposal 4'orks Construction Permit Nos � J3Dated •............... ---T•M..._............................................................ ( Board of Health DATE............. ---'----)-;L'-Z-------------- ------------ t/ FORM 36508 HOBBS&WARREN.INC..PUBLISHERS AsBuilt Page 1 of 2 G , TOWN��BARNSTABLE LOCATION SEWAGE # VILLAGE _ ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.� _f 01 SEPTIC TANK CAPACITY , n� LEACHING FACILITY:(type)_ (size)�dpb o NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED:__ VARIANCE GRANTED: Yes No r f Y I I vy L~ :\ I http://issgl2/intranet/propdata/prebuilt.aspx?mappar=249150&seq=1 3/2/2016 C. TOWN` BARNSTABLE LOCATION SEWAGE # / L VrLLAGE (� ASSESSOR'S MAP & LOT- � INSTALLER'S NAME & PHONE NO.�_P SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ( (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: o DATE COMPLIANCE ISSUED: 5 `73. VARIANCE GRANTED: Yes No �r r � � � I', . . t 0 �, .� �� ��$��s= � -� �. Via,y � � ' w � qI d • �/� 1 `�. 1 LEGEND HYANNIS PROPOSED CONTOUR J ® PROPOSED SPOT GRADE EXISTING CONTOURsr + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE ` LOC S ST ® TEST PIT SCALE: 1"=20' L Q 56 uj _ 94.00' PINE ST. - I O I - DRAIN® `—O T � [SHED] 'I , LOCUS MAP AREA = 10152 sf+— : ' FLAN BOGK 194 PACE 153 ' LOCUS INFORMATION PLAN REF: 194/153 ASSR MAP249. PCL 150 \_ TITLE REF: 26677/186 PARCEL ID: MAP 249 PAR. 150 IN STATE ZONE II V 1 .y 56 / o PAVED DRIVEWAY / { SEPTIC SYSTEM o REPAIR PLAN o o LOCATED AT: �H z 0 10-7 SEAGATE LANE GAS ® o-� i EXISTING 1,000G GATE /tfA> (� C L� ,—i HYANNIS, MA m I z z r� SEPTIC TANK PREPARED FOR I I I F J r' cn w C`n ARCEBUCHE � it c0 i WATER GATE � w o o� 10 f t ' AUGUST 12, 2016 0 1 ' ° C rol'> 01 0 OF MAsf9 z K DA R 14. / / TP:2 } i . E R Tp_l ® No 1 0 57' 51 HYDRANT I , _ 57 94.00' MEYER & SONS, INC. PLAN BENCH MARK P.O. BOX 981 t SCALE: 1 in = 20 ft CORNER OF CONC PATIO EAST SANDWICH, MA. 02537 0 20 40 5 7. 1 2 PH: (508)360-3311 USGSI DATUM ASSUMED FAX: (774)413-9468 0 10 20 _ 40 meyerandsonsinc@gmail.com SHEET 1 OF 2 J#1808 ,r / p ELEV. TOP FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS (Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE 1 FINISHED GRADE (56.6) VENT 57.35 F.G.EL- 57.0 F.G.EL: 56.6 F.G. EL: 56.6 �d MAINTAIN 2% MIN SLOPE OVER LEACHING AREA NOR A' D 2" OF 3/8" DOUBLE WASHED _ F.G.EL: 53.60 $ +: STONE OR FILTER FABRIC DOUBLE WASHED"STONE 6" 4" SCH 40 PVC ' ®®®®- 0 ®®®® ' TEE'S ARE TO BE (MIN. ®®®EM0®®®®®® 10 I 14 INV.52:15 s © S- 1% ) - ®®®®®®0waa 4 SCH 40 PVC 2 EFF. DEPTH ®®®®®®®®®®® I NV.52.35 1E INV.51 98 4' 2 X 8.5' 4' GAS J - PROPOSED DB 3 EFFECTIVE LENGTH 25' EXISTING OUTLET BAFFLE DISTRIBUTION BOX INV. 52.60 .. . . .. :. . I; INV. ELEV.= 51 .78 Ark (H20) EXISTING 1,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON - ��� OF Mgrx BREAKOUT OUTLET TEE AS MANUFACTURED BY o DA REN ELEV.= 52.78 TUF-TITE, ZABEL, OR EQUAL M R TOP CONC. ELEV.= 52.78 NOTES: 1) CONTRACTOR SHALL VERIFY SALL EXISTING " No. 1 INV. ELEV.= 51 .78 ®® PIPE INVERTS PRIOR TO CONSTRUCTION ®®® ®®®®®®® 2) D-BOX SHALL BE SET LEVEL AND TRUE TO G/STE ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIXNITAR�a� BOTTOM EL.= ;49.78 ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN q5' 5 FT. 3.75' 310 CMR 15.221(2) $ �� 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.07 FT. EFFECTIVE WIDTH 12.5' WITH GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE DAMAGEDED,, NOT H2O LOADING, OR UNDERSIZED. }� 4) INSTALL INLET & OUTLET TEES W/ - BOTTOM OF TESTHOLE EL:. 45.65 SOIL ABSORPTION SYSTEM (SECTION) GAS BAFFLE As REQUIRED j' (500 GA'L-LON�H-20 LEACH CHAMBER) GENERAL NOTES: DESIGN CRITERIA SDI LI LOGS P#:15110 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 BEDROOOM BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: JULY' 15, 2016 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 - 310 CMR 15.405 (1) (8): WITNESS: DAVEi STANTON, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 3 BR DESIGN FLOW: 330 G.P.D. 1) A 0.82 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING GARBAGE GRINDER: NO (not designed for garbage grinder) TO BE 3.62 FT (MAX) BELOW GRADE VS REO'D 3 FT. (H20/VENT PROVIDED) SEPTIC TANK: 2) A 3 FT. VARMCE FROM 310CMR15.211 TO ALLOW LEACHING Elev. Elev.TP-1 Depth TP-2 th 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL. SEPTIC TANK TO BE 17 Fr (MIN) FROM DWELLING VS REO'D 20' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 56.80 A 0"t 56.65 A 0" (330) - 445.94 S.F. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND 1'` Lpp� p LEACHING AREA REQUIRED: DESIGN ENGINEER. .74 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING IOYR 3/1 " 10YR 3/2 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 56.13 6 8 56.8 B 7" USE TWO (2) 500 GALLON H-20 PRECAST LEACH CHAMBERS W/4' ENGINEER BEFORE CONSTRUCTION CONTINUES. u4 STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LOAMY SAND LOAMY SAND 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF tOYR 5/8 10YR 5/8 BOTTOM AREA: 25 x 12.5= 312.5 SF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 53.72 37" 53.65 36" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C 1` C SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D MEDIUM- MEDIUM- S. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED i TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. SAND SAND DESIGN FLOW PROVIDED: 0.74(462 S.F.) 342.25 G.P.D. vs. 330 G.P.D. req'd 2.5Y 6/4 � 2.5Y 6/6 9. R SHALL BE THE RESPONSIBILITY THE CONTRACTOR TO VERIFY THE PROPOSED SEPTIC SYSTEM UPGRADE P LA N THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING � CONSTRUCTION. 10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. 45.8 132"- 44.65 144" REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. t 107 SEAGATE LANE, HYANNIS, MA t2MIIN/INCH IN "C2" SOILS 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION t 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY NO GROUNDWAM'OBSERVED Prepared for: Arcebuche AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY S 1 Engineering and Survey by: SCALE DRAWN 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. • 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX &SONS,INC. N.T.S. DMM to conduct soil evaluations and that the above analysis has been performed b me consistent with the PO BOX981 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. + � y DATE CHECKED SHEET N0. 15. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED) requirements of 310 CMR 15.017. I further certify thot'1 have passed the Soil Evol. Exam in October, 1999. - EAST SANDWICH,A44 02537 508-362-2922 08/12/16 DMM 2 of 2