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HomeMy WebLinkAbout0050 ROSEMARY LANE - Health 50 Ro,�emary Lane Centerville A= 147 —007- 020 5 M E A D® No. 53LOR UPC 12543. smead.com • Nude In USA J No. r 4 Fee THE COMMONWEALTH OF MASSACUSEYTS Entered in computer: H (� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for ;h5pogaY bpotem Construction Permit Application for a Permit to Construct( ) Repair V) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot Nod � ""� O er's Name,Address d Tel.No. �w'�, iC,41(" `jam(Nex-bC�n-,�.n1,, .' Assessor's Map/Parcel I y� -7 a'Q 5d Q M0� `��Q Cem Af vi �u . pnstaller'sk77(�.Name Address,and Tel.N �?5- o. Designer's Name,Address and Tel.No.aoa--3&o Og 614 m t 1?60; scy, Sr E c(o Type of Building: n/ 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) 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( swer when applicable) IJ �e o i E 5 S OD �Q 1 eLlh --A- E FE-_02 39. 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. S' ed l Date Application Approved Date Application Disapproved by: Date for the following reasons Permit No. ' � g' Date Issued �/ 7. .ly+� y.--".R" _-••�,w-- r ��, _Rf_r,�.�. .. � IWG �i%.,.. .:.r,,;,1.�,ir"y:o..,>�.�.r`sN`�:".t^^'a T _r T _:-i.,}--..Y"'C-''v .,y .�- �-.-�.� ... � ..ti -,.. Fee CtJ Entered in computer: 1/ kT,HE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH MOWN - TOWN OF BARNSTABLE,'MASSACHUSETTS Yes application for �Bigpogal 6pztem Construction Permit Application for a Permit to Construct O RepairK) Upgrade O Abandon O ❑Complete System ❑Individual Components Location Address or Lot No. 0. er's ame,Ad res„and Tel No. 5n�d er ry1L�, C�4trv' Uuk . ~E ,c ,c ti. �c(herb,ac4- -N Assessor's Map/Parcel l `"� -7,.a� 50 � 1 �C3�`�C, cQX1�uVt �u . Installer's Name Address,and Tel.No: Designer's Name,Address and Tel.No. Oil" [U R9, H�'Z"c i 12 (2�ACl� 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) 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 �Y Nature of Repairs or Alterations(Answer when applicable) Q �ej-'71�-1e,. Caw`� Date last inspected: Agreement: m ,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. Signed Date L�' "" c i *'Application Approved Cyr Date �� ?A0 a Application Disapproved by: Date for the followingreasons ` Permit No. cJ Q Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE TIFY,that t eeOOn--site Sewage Disposal System Constructed ( ) Repaired ) Upgraded ( ) Abandoned'(p )by r"�{J+�\�� `� `L at So � OSe'��(4 { ( PX_\-)Pry 1 V� , has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. `" ) dated Installer Designer #bedrooms Approved design flow gpd The issuance of Mriper t s)h 11 not be construed as a guarantee that the syste will unction, dd(eesigned. 1`� T � Date / Inspector /JY� r y�✓n .., f No. J �/ —!� Fee tl Vy THE COMMONWEALTH OF MASSACHUSETTS �b0. `PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwizpool 6p5tem Construction Permit Permission is hereby granted to Construct ( ) Repair X_ ) 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 S and the following local provisions or special conditions. ` Provided: Construction must be completed within three years of the date of thisve t. Date f ll Approved by Town of Barnstable �oFe t Regulatory Services Thomas F. Geiler,Director ■AILN rasta; 9� MAS& .,0 Public Health Division 1619. '°rEe�na�d Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: G/ o Sewage Permit# J-7 _off Assessor's Map\Parcel I�� 7�QLO Designer: F-C O Installer: ov1 Address: �3�C�1Q2r4 LO-L Address: .Uu-. pn _y- t - o c tQnr(\ IY1�Q}v� c was issued a permit to install a (date) (installer) k C- sep#ic system at based on a design drawn by (address) 1 CO-`I e dated (designer) L' 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.. I certify that the septic system referenced above was installed with major changes (i.e. greater than.10' lateral relocation of the SAS or any vertical relocation of any component -of the septic system)but in acccirdartce-wiih"State &"Local Regidatior s. Play revision or" certified as built by designer to follow. i V®�ee:e.��Ns�omeso v ' oo e�o (Installer's Signature) c b ta6, 3? m eo �. esign r' S ' afore) (Affix Designer's Stamp Here) PLEASE N; RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION CERTIFICATE OF COMPLIANCE WILL NOT:BE ISSUED L-14TM BOTH THIS FORM AIND AS-BUILT CARD.ARE RECEIVER BY THE BARzNSTABLE PUBLIC HEALTH DIVISION. TELANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc } } A ESSOR'S MAP NO ( Y PARCEL G6'7 _ G -;L o L0 C A T ION SEWAGE PERMIT NO. Vii l L A G E C �l ��ter �, P I N S T A LLER'S NAME i ADDRESS S U I L D E R OR OWNER r 7'A PATE PERMIT ISSUED DATE COMPLIANCE ISSUED q 23 _ & i a .4 C 5 �� � / � / � 0\ // � / � , � 99// 1 i'L I �. g � ?�': �- � � is , .i �� �� �- r;;�; �1 � S� ���J Lh, s ZY FEB..........................._. t THE COMMONWEALTH OF MASSACHUSETTS s�ssa�s �y�j- Z7• vao BOARD OF HEALTH �b.✓�: . --......OF................ .. ......................................... Appliration for Uigpuiittl Workri Towitrnr#iun Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at, ... ..._.�. . , ...=.....'t-------------------------------------------- -•-- ----------------.............................. Location-Address or Lot No. ............................... &/4....................... ner Address W Installer Address e of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................Expansion Attic ( ) Garbage Grinder ( ) pa., Other—Type of Building ...-..... No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ---------------------------------------•----------------- w Design Flow......._.. �� .2—'__:. ......gallons per person per day. Total daily flow..... . ..................gallons. WSeptic Tank—Liquid capacityl•2o?-gallons I,er►�th................ Width................ Diameter................ Depth................ x Disposal Trench—No. _...�9..._....... 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 ( ) 1.4 Percolation Test Results Performed by.......................................................................... Date--------------------.................. Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a - Description of Soil.......... 77 �� �' . i r^`� � � ----•-••. -•.............••............- ----------------------------------------------•----------------------------------.------ x w li U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ••------------------------------•---•--------- ------------------------......----------..........-------•---•-••----------------------------•----------------------------------------------------------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL U 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has n issued by t bo rd of h alt ?tion Signed _ L!�. �..'-=/Applpproved -•�_.:} .....-•----•---•------------- Late Application Disapproved for the following reasons:.. .._ __. ..........................................•--•----•----•---------•------•--...-------•---...---------.....-----••----._......----•-----------•----•----------•--•-----. ..•--•-•-----•......•-•---._.... zF3 te Permit No. .. �---- .•.. Issued. c� Date i No.�::Xa.......� 1 Fas..... ... ......_ THE COMMONWEALTH OF MASSACHUSETTS - BOARD OF HEALTH Appliratinn for Disposal Works Tontrnrtion Frrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ....: . ..............-Location..Address.................................. . ..E...............C9.'V.............N�.......... .................... zraw---•••- .1--14L Owner.I�..----------•----------•---•-- ' ...... ".....F-�e� ............._..--- Owner Address W M Installer Address Q7i Type of Building Size Lot............................5 feet UDwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ...... ...... No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ....._. .._.. ------------- d Design Flow........ ..�� �..__..gallons per person per day. Total daily flow........ � .........gallons. WSeptic Tank—Liquid capacity.f.?2..gallons Length................ Width................ Diameter..........--.... Depth................ x Disposal Trench—No._._. .......... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (_ 4- ^'-" Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.......................... LL, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a+ -r--f----------------------------------............... .............................................--.._...........•-------....._..-•••----•---•-•••••...... Descriptionof Soil a - ----------------------•-----.................................-----------------.....---- x w UNature of Repairs or Alterations—Answer when applicable............................................................................................... .....................•------------•-•-------------•--•----•••••-•---•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL% 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has issue�,d/byCt bo rd f h lth ---- Signed L� v` . -��- .. .......... ...... -•--•-- . . ee Application Approved— _..•_ ••-- ....... ..........�-••--•--•-------------•--•--•- ------ G te Application Disapproved for the following reasons:---•-•--•---...--•----•----•--------------------------•-•-----...........--------.....................---. .._ ---••-•---•---•-----•-•------•...............•--•--.......-----•---........-----•-•----•--•----...........----..........----....---:..•..............--•••-••••.....--•---....._•---......-----•••------ Date Permit No. ,� � ....... `��....._..1�� ----.. Issued.......... €3 ---------- ----------- — THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Tutif iratr of Tontplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) -by-----------•-----------•----•-•------•---•--•----------••-•------------••------------•-- ----- ---------------------=- - ................................. ........ p ..... at....... UT_ .ZU_.._.. ' rJt!Q>�' L C'f�try/1� --•--------------------•--•-----•-•--•---............••--..........-----•-•--...... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated..............r.................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....................1.._ z..�J. .g.$............................... Inspector----------------- ................................................. zWE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 ! ........................k. .! .......OF........ ................................................. ... �l No ............. FnT...Z��............. Disposal Works Tontrurtion f rrmit Permissionis hereby granted....................................................................................................................................... to Construct ( ) or Repair ( )li.�an Individual Sewage Disposal System at No......... (JT.. ...�7d........... e.! PJ �.ft ....................................................... Street f ` as shown on the application for Disposal Works Construction Permit No`6 ....�_9_�__.. Dated.._..___._ _. -/.. .-----.--._• .-••.... - - ............... . DATE................................................................................ Board of Health FORM 1255 A. M- SULKIN. INC., BOSTON Town of Barnstable P# Department of Regulatory Services i W Public Health Division Date ko l 64 Z)t 2M 200 Main Street,Hyannis MA 02601 -Date Scheduled-` l/11U Time Fee Pd. —/ Soil Suitability Assessment for Sewage Disposal Performed By: ��UID �(' F{/�-V 0W Z — [ Witnessed By: ®ON R Lid DC7��R��S LOCATION& GENERAL INFORMATION Location Address Q] 5emgi / L t S D t[w Owner's Name 1(,(ji�1 q rG{ Se 4 of b-?(Ii h _C;,u T-er vi�U @ Address S d 2�05S y L� Assessor's Map/Parcel: 0 Engineer's Name LPN cC�vi ���J Dot V,a C'o v -WY NEW CONSTRUCTION REPAIR Telephone# 5 04 31 © t./q C1L . Land Uses U L Slopes(%) Surface Stones Distances from: Open Water Body D� b t ft possible Wet Area 100 1' ft Drinking Water Well [00+ ft Drainage wayp t ft Property line to + ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) GROUNDWATER ADJUSTMENT J' EXISTING GROUNDWATER LEVEL j BASED ON TOWN OF BARNSTABLE 4 " GIS DEPARTMENT RECORDS. INDICATED GW 30.00 I ® j INDEX WELL SDW-253 T® READING DATE MARCH 2O08 I READING 48.7 N ADJUSTMENT 3.9 L.. —_ _— _ _— _— I �O \ ADJUSTED GW 33.9 IH1.77 Ft J `� Parent material(geologic) G(� �[ ��5� Depth to Bedrock Depth to Groundwater. Standing Water in Hole: ``���E Weeping from Pit Face _ Estimated Seasonal-High Groundwater \Se1fC1 160 v — DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: !i L E aHB U Depth Observed standing in obs.hole:...- in, Depth to soil mottles: Depth to weeping from side of obs.hole: In, Groundwater Adjustment Index Well# Reading Date: Index Well levol fir, Adj.factor— Adj.Groundwater Level PERCOLATION TEST Date 41716rd Thne �l 41� Observation Hole# Time at 4" Depth of Perc ai.'f t .*� Time at,6" Start Pre-soak Time @ T l%l ime(9 •6 ) .._� End Pre-soak t il 17 Rate MinAnch mP Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 1� 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. f Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC j SOIL TEST LOG DATE OF TEST: APRIL F. 2008 APPROVED SOIL EVALUATOR DAVID D. COUGHANOWR. #461 WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. PERC NUMBER: 12164 NCOUNTERE TEST PIT 1 PARENT MATERIAL EPROGLAC ALD OUTWASH PERC AT 60 to - 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 48.0 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 0-8 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE 4EL60 8-30 1 B LOAMY SAND 10 YR 4/6 NONE LOOSE 3710 30-132 C MEDUIM SAND 10 YR 5/4 NONE LOOSE NWATER TEST PIT 2 PA ENOTUMATERIAL EPROGLAC ALD OUTWASH _ 2 MIN/INCH IN C SOILS DEPTH SOIL ELEVATION USDA SOIL SOIL COLOR SOIL OTHER 48.00 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 0-8 AP LOAMY SAND 10 YR 3/2 NONE FRIABLE 45.33 8-32 B LOAMY SAND 10 YR 4/6 NONE LOOSE 37.00 32-132 C MEDUIM SAND 10 YR 5/4 NONE LOOSE DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. toGravel) j DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistgncy,% Flood Insurance Rate Man: Above 500 year flood boundary- No_ Yes _ Within 500 year boundary No `�' Yes,...� Within 100 year flood boundary No Yes Depth of Naturally Occurrine 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? ��S If not,what is the depth of naturally occurring pervious material?_____- _— Certifiication I certify that on a (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 . o the required training,expertise and experience described in 310 CMR 15.017., otH OF�atiss�c r DAVID yc Signature 0� C�""' � Date I1 Z00'6 o D. . . U CD COUGHANOW �'R C ma `s0 �'CENSE� Q:WEPTl0PERCF0RM.DOC /� E V A L U PLO 1 V. 42 CONTOURS _ 44 46 Z EXISTING - - - - - - - 50 j __ 48 178.00 F-L •� o MINIMAL GRADING PROPOSED I I NOT TO I \ I L DT 20 t LOCUS TTIN�NAM DISTANCES SCALE � I Z PNE Np E � pR TO LEACHING GALLERY 1 I AREA = 17989 SF+ �. \ '1 R05Et4 Iv ALL DISTANCES ARE IN DECIMAL I PAVED DRIVEWAY FEET NOT IN FEET AND INCHES. I F A B C I \ GARBAGE GRINDEF! I CENTERVILLE. MA 1 36.0 30.8 50.9 1 IS NOT ALLOWED — 1 LOCUS M A P 2 41.4 37.3 56.8 I \ 3 48.5 44.0 61.4 WITH THIS DESIGN. GAS LINE NOT TO SCALE GAS I 4 56.2 44.2 46.6 ,j I I #+ I 5 45.6 32.0 35.2 GATE m 1 C mI \ V V Z I =ERLI Im I �E I J ! � I \ J N � J �C m I 25 FL X 13 FL 2 FL 5 4 i 1 , O �� 26 Ff LEACHING GALLERY 0- 1 rP-1 WITH CUT CORNER TP-2 B I \ o w I -SEE DETAIL ON REVERSE 1 O I I I '9A o Z A 2 3 LEGEND I \ \ ��jc 0 Ft EXISTING NOTES <j I� � �<F�'t'F � 1000 GALLON LEACH PIT IS TO BE PUMPED. \ I T\ TV I SEPTIC TANK EXISTING ( n COLLAPSED AND REMOVED. EXCAVATE 42 Ill EXISTING ALL ASSOCIATED CONTAMINATED SOILS 44 181.?� f t --- -�. • AND REPLACE WITH CLEAN MEDIUM 46 -- I O CESSPOOL SAND PER TITLE.5. 4a l>J SEPTIC SYSTEM IS NOT DESIGNED TO WITHSTAND TEST PIT® D-BOX O VEHICULAR LOADING. DO NOT PARK OR DRIVE FLAN HYDRANT VEHICLES ON SEPTIC SYSTEM. SCALE: t i n = 20 FL DECIDUOUS CONIFEROUS TREE Op TREE ALL PIPE-FSPECIFIED ARE INVERT L-O W P R O E I L_E EXPRESSED INV DATIONS ECIMAL FEET NOT FEET AND INCHES.TIONS 20 0 20 40 Qb RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE 0 10 20 TOP OF FOUNDATION ONE INSPECTION RISER FOR LEACHING GALLERY TO EL = 49.23+- WITHIN 3 INCHES OF FINAL GRADE AS INSPECTION PORT. , SEWAGE DISPOSAL SYSTEM PLAN 48.00 BENCH MARK r®o TEO TOP OF GAS GATE Ire; -TO SERVE EXISTING DWELLING ALL PIPE TO BE ELEVATION = 49.33 EST. RICHARD SCHERBARTH /D-BOX MAX SCHEDULE 40 PVi� 3" DROP �l AND TO PITCH AT BARNSTABLE GIS DATUM OWNER OF RECORD FLOW LINE 4560 1/6 in/Ft MIN. �a -4 50 ROSEMARY LANE 1Z.. = l ®N 14 1995 CENTERVILLE. MA 46" GASH PRECAST �tN®FMASS SH�FMgS ®F� i� PROPERTY ADDRESS BAFFLE _ E DRYWELL _ BOTTOM OF O DAVID yGv, o�'� DAVID cyG ASSESSORS MAP 147 PARCEL 7-28 45.35+- 6 in EXISTING STON \4500 LEACHING LEACHING � D � o� D � 43 TRIANGLE CIRCLE GALLERY o NSANDWICH MA 02563 PLAN BOOK49D PAGE92 EXISTING EXISTING BASEGALLERY U CONo.H1093 R 568 364-O894 I COUGHANOWR 45.1� ' DATE: APRIL 15. 2PJD8 EXISTING 1000 GALLON 44.65 (END VIEW) 42.B5 {, 5.00 Ft + �FGIST-- 11/CENs 10 pQ JOB #ETE-2895 PAGE I OF 2 1 VERSION: A SEE DETAIL ON REVERSE 4. SANS �Pa 6VALIU THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED EXISTING SEPTIC TANK e f L e] 12 Ft 13 Ft. ��. SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM G- DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING bl 5 Ft ADJUSTED SEASONAL '.p 33.90 a p '�/� I PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER o HIGH GROUNDWATER I ' r 1'�� f j o SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. SOIL TEST LOG K .. DESIGN CALCULATIONS DATE OF TEST: APRIL Y. 2006 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL PERC NUMBER: 1 12164 CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) NO GROTUNDDWAT R ENCOUNTE ALD OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX. 1 TEST PIT SOIL ABSORBTION SYSTEM: THE LEACHING GALLERY DEPICTED BELOW CAN LEACH PERC AT 60 1n - 2 MIN/INCH IN C SOILS Abot = ( 25 x 13 ) - 1/2 ( 3 x 6 ) = 316 sf ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Asdw = ( 3 + 22 13 +6.7 ) x 2 = 147.4 sf (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING Atot = 46 .4 sf 48.10 Vt 0.74 x 463.4 = 342.9 GPD 0-B Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE USE THE LEACHING GALLERY DEPICTED BELOW GALLERY. Vt = 342.9 GPD > 330 GPD REOUIRED 45.60 B-30 B LOAMY SAND 10 YR 4/6 NONE LOOSE 30-132 C MEDUIM SAND 10 YR 5/4 NONE LOOSE 37.10 LEACHING GALLERY TEST PIT' 2 NO GROUNDWATER ENCOUNTERED USE SHOREY PRECAST 500 GALLON NOT TO PARENT MATERIAL: PROGLACIAL OUTWASH LEACHING DRYWELL (H-10 LOADING) SCALE 1000 GALLON SEPTIC THINK 2 MIN/INCH IN C SOILS DIMENSIONS AND DETAIL NOT TO ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER CONSTRUCTION DETAIL USE EXISTING UMT SCALE 46.00 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING DRYWELL UNIT STON SEPTIC TANK IS TO BE PUMPED DRY 0-8 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE 22.0 Ft AT TIME OF INSTALLATION AND IS TO , BE EXAMINED FOR STRUCTURAL 45.33 8-32 B LOAMY SAND 10 YR 4/6 NONE LOOSE � INTEGRITY. INSTALL NEW PVC OUTLET 32-132 C MEDUIM SAND 10 YR 5/4 NONE LOOSE �1 TEE EQUIPPED WITH A GAS BAFFLE. v 37.00 I:c 4 m 1 to � TAPER Q_ GROUNDWATER ADJUSTMENT I4 ~� B c EXISTING GROUNDWATER LEVEL 4 Tt 8.5 f t 8.5 FL L4 Ft 0 � BASED ON TOWN OF BARNSTABLE o -41 GIS DEPARTMENT RECORDS. 25.0 Ft- (+- INDICATED GW 30.00 Ln INDEX WELL SDW-253 ZONE c 500 GALLON DRYWELL ,Lm READING DATE MARCH 2O08 DIMENSIONS AND DETAIL READING 48.7 r -61n A ADJUSTMENT 3.9 USE H-10 UNIT ADJUSTED GW 33.9 INSTALL ONE INSPECTION INLET OUTLET RISER TO WITHIN THREE COVER COVER INCHES OF FINAL GRADE AND INDICATE LOCATION ON AS-BUILT PLAN 3 IN DROP_0 /1 FLOW LINE FROM 10 to 14 TO NOTES BUILDING D-BOX aB In p� p 3 LIQUID OOO 0� i--i 3 LEVEL BAFFLE 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. oo�000�000� Opp a�oa00000 DO 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED o00 0 �� FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. IO2 !n CROSS SECTION VIEW 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES CROSS SECTION VIEW BEFORE EXCAVATING; FOR SYSTEM. - 2 to PEASTONE to PEASTONE SEWAGE DISPOSAL SYSTEM PLAN 2 5) EXISTING LEACH PIT TO BE PUMPED, COLLAPSED. AND REMOVED. 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. u -TO SERVE EXISTING DWELLING 26 314 i, TO EFFECTIVE 4,n TO 26 Z) E _ANDTECH APPLIANCEONMENTAL S. AND BIANNUAL PUMDS THE PING OF THE SEPTIOCNTANK OF OW FLOW FIXTURES 1n -12,nCRAVEL DEPTH 1-1/zin�^� to RICHARD SCHERBARTH 8) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 50 ROSEMARY LANE CENTERVILLE, MA :.PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 46 in 58 to 46 1n 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL ,AND TRUE TO ,GRADE ON, A t 1501n ECO-TECH ENVIRONMENTALLEVEL INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE STABLE BASE THAT HAS BEEN MECHANICALLY .COMPACTED AND ONTO WHICH FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED. 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE - UNEVEN SETTLING. ° ETE-2895 APRIL 15, 2008 1 1212 i ! ( i 4 — 4(,,( 4 .l Sue�OL 4► f 43 � E��� �,c>i Go'+'JI T Q�.� Z.M(aNStGtPnL- WaT�R Ft S I l�T 32 ' POc 4, D�stC�ti1 �[xs car l(y a.1 1.+�erC�. T U t.11TS ctA.��+D 4—( 0 -44 _J 5, Pi%26 'lo,r`1TS St L-L �E M40 0-n<SNT Mnx ENviKr�+�I�E^1Tal. (AGE -t ITlX V7, IV 3 i0k: - Cam• - - I i � Y:4 4.4, sal i .30 PEP N of FLoki = Ck FT j7, a`� I ,a � � ,—j i►Ji..ET 'rEE �co ��1 ua, i o"po�J ��T� ��� � ! _ � i ` 1 a1TLET TEE 20" up, la. 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