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HomeMy WebLinkAbout0115 CAMELBACK ROAD - Health 115 CAM ELBACK ROAD Marstons Mills A = 064 - 087 -� r ' J TOWN OF BARNSTABLE LOCATION 5 m2\N,c SEWAGE# aQ ; VILLAGE ASSESSOR'S MAP&PARCEL (.4 t i' INSTALLER'S NAME&PHONE NO. ����'1c�c�,, i ,�beA�1`}' '+`-y 9 CZ SEPTIC TANK CAPACITY LEACHING FACILITY:(type) lA - Lc -L, d��size) i �t C 6 X'a NO.OF BEDROOMS OWNER G.') PERMIT DATE: b'1 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) 4)— Feet FURNISHED BY �h�d0 .L,w t � •, � Sl E x e�cc 2s9-C No./A ��� Fee G sti✓, / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ltllILatiDn for i tJ08A bpBtem Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. , `J �� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel -- Installer's Name,Address,and Tel.No. Designer's Name,Ad ress,and Tel.No. C-� 1 �j �c�g—�2g�f ge C,C�Ch -c1 S� �9 e� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers(L,4`Cafeteria(✓S Other Fixtures Design Flow(min.required) _ ?j!� gpd Design flow provided 9 a (p gpd Plan Date 1 �-1 i Number of sheets 31 Revision Date Title -, Size of Septic Tank i, (✓CiQ ejc, Type of S.A. - cm Y�+ -s i Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 ni al e : d not to place the system in operation until a Certificate of Compliance has been issued by this Bo of Heal S' e Date Application Approved by Date7- Application Disapproved b Date for the following reasons Permit No. Z.L-a1 � _ Z-� Date Issued 6 /S Zv(y t No.lw/ - 77� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpfieation for 3haptal.),,6pstent Construction Permit - I Application.for a Permit to Construct( ) Repair.Upgradle(:l`) Abandon( ) [:]Complete System ;®Individual Components Location Address or Lot No. , JOwner's Name Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �cc�tile� S�71'ta$3-,1�1gtf-1 4i° Type of Building: Dwelling No.of Bedrooms Lot Size K2,_ sq.ft. Garbage Grinder(/J/l Other Type of Building N No.of Persons 1 Showers(L,,)ICafeteria(v)_ Other Fixtures 4 y Or ^��_ k t C r C' Design Flow(min.required) _ L� gpd Design flow provided Ll , gpd d Plan Date Number of sheets Revision Date Title r' Size of Septic Tank ,�`C>() C'C t -,157� Type of S.A.S. 4 ~ Le(„ c y'(:(s>\2`7G"_,-,l Description of Soil Nature of Repairs or Alterations(Answer when applicable)( _ A 't,�1� '. 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"Envir x nen 1 C de and not to place the system in operation until a Certificate of / d ' Compliance has been issued by this Boa({d of Health. Si"gne \ 1 �°''\. / Date C�. f t�✓ ` Application Approved by/ Date �� 0o/`T, JV Application Disapproved�y� Date for the following reasons Permit No. -f Date Issued �� 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,thatihe On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by at 5 r-r�;�� 1,C�^ ' `h been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No;;�17-271 dated of —( Installer ( Cam'(` (2(2 _ as, Designer #bedrooms Approved design flow J gpd The issuance of this permit shall not be,construed as a guarantee that the system will tmctio as esig d. Date Inspector C a o ------------------ Z - -- ---------------------------------------------- ------------------------------------ -----`------- 7cr No. �lJl Fee Ie-V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair(X Upgrade( ) Abandon( ) System located at M , 11--s ~ 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 completed within three years of the date of this permit. Date 5117 Approved by Town of Barnstable Regulatory Services Richard V. Scali, Interim Director B"NSTAB Public Health Division �Fn �a Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel q 16? Designer: CaCM_Q_(\ 5h Installer: Address: ��o .`'JC)y 1 S+ Address: On e1181 (� was issued a permit to install a (date) (installer) septic system at based on a design drawn by (address) ccn�� &!?I dated elt . fj (designer) _X1I 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. Strip out (if required) was inspected and the soils were found satisfactory. 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 accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms 70f Lproval letters(if applicable) -A&'q't4.-:,., �,� �ino a* i ture is I Des r Si na r Affix Dhs(.fLe ;$FS�, Here ( g ) ( _ 0 ) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Brill Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stonef;Boulders• o sl eney.96'Oravell Lno (026. DEEP OBSERVATION HOLE LOG Hole#_�;k Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Q �' Z3 016, L LS io ea-!�1 �1 ed " C. S� Z°7, • . �ccU•e t - ' DEEP OBSERVATION HOLE LOG Hale# Depth frond Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soll Color Boll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,S�ooes;Boulders, C Flood Insurance Rate Map: Above 500 year Mood boundary No_ Yes Within 500 year boundary No Yes,�r Within 100 year flood boundary No. = Yes ,_ Depth of Naturally Occurring Pervious Materlal Does at least four feet of naturally occurring pervious titerial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious matorial? _. ._... Cer'ti.fication I certify that on VA.- o k (date)I have passed the soil evaluator examination approved by the Department of Environmental Prote n that the above analysis was performed by me consistent with . the required training,a [sr n x on a described in 10 CNM 15.017. Signature Data: 8"1 4 Q:W gpT1CWRRCPORM.DOC Town of Barnstable P# Departitnent of Regulatory Services s �n,+ar�ra i Public Health Division Date im 200 Main Strect,Hyannis MA 02601 . rEn nud� Date Scheduled Time / Fee Pd. _ A�l Soil Suitability Assessment for S wage Disposal Performed-By: ('C`6_Q 60, Witnessed BY. LOCATION&.GENERAL INFORMATION Location Address Owner's Name c) Address Assessor's Map/Parcel: B Engineer's Name NEW CONSTRUCTION REPAIR Telephone# j O� �a,cj�{ "��Ct-to Land Use 1 ��:�� Slopes(96)_ 5670 Surface Stones Distances from: Open Water Body /���r ft Possible Wet Area 4p ft Drinking Water Well ft Dralhage Way ft Property Llne 0 t ft Other f( SKETCH:(Street name,dimensions of lot,exact locations of test bolas&Para tests,locate wetlands in proximity to holes) Parent material(geologic) L J p 40 Xqz)1 Depth to 0e41'oek Depth to Groundwater. Standing Water In Hole: 3cl..PSS �` Weeping from Pit Fnce /V cx v D S Estimated Seasonal High Groundwater DETERMINATION FOR SEASONALHIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to loll mottles: Depth to weeping from side of obs.hole: In. Groundwater Adjustment Index Well-#=-- .Reading Date: lndex Well level Adj,.factor. , .T,_ Adj.Groundwator_laval,,,_ PERCOLATION TEST Data Timg..�., Observation Hole# _ Time at 9" Depth of Pero �e�SJ Time at 6" Start Pre-soak Time @ IYl'.t� ___ Time(9114") End Pro-soak l7 Rate Min./Inch Site Suitability Assessment: Slto Passed Site Failed: Additional Testing Needed(YIN) 1 V 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:\SEPTIWERCFORM.DOC TOWN OF BARNSTABLE V/ LOCATION C'.6� e SEWAGE VILLAGE, sti, ASSESSOR'S MAP & LOT ^� INSTALLER'S NAME PHONE NO. go P 1^U 7 PU :3 9,4'"a f Zo SEPTIC TANK CAPACITY IO O 0 ti LEACHING FACILITY:(type) �i (size) /000 NO. OF BEDROOMS _PRIVATE WELL OR PUBLIC WATER BUILDER OR.OWNER C:f h 14keepa,//v 4&&;6 DATE PERMIT ISSUED: DATE .COMPLIANCE ISSUED: l VARIANCE GRANTED: Yes No c�'' � 6of G't . G3� �9 3 � o a /o�3.S No..... 3 THE COMMONWEALTH OF MASSAC HUSETTS BOARD OF HEA)LTH _ - & I a�5 ­_, ........ r 6_ww......OF.......8.. Appliratiou for Disposal Works Tonstrurtion Prrmit Application is hereby made for a Permit to Construct (71 or Repair an Individual Sewage Disposal System at- A0001 j)5 .......... ......... LocationA..dr.e or Logo. ------------_--- . .. ... . .............. .Vjo g 0 lSS . .................. 1 n..Y Installer Address .. _? Type of Building 'Size Lot fsq. feet Dwelling—No. of Bedrooms 3, -Expansion Attic Garbage Grinder �_4 Other—Type of ---------- &W. -, ­N_'o.......of----persons..........6.............. Showers Cafeteria 04 Building Otherfixtu ----------_---- ;-----------------------*--------------------------------------------------------% -------------------------------------d � Design Flow............ ....:::::........gallons per person e� Total daily/flow--------_--33,0.................galk Septic Tank—Liquid capacity .gallons L Width..... ...... Diameter__ _......_. Depth... Disposal Trench—No./................... Width_---_- ............. Total Length................ .. Total leaching area.._...._ sq. ft. Seepage Pit No-_--------_------- Diameter........9--------- Depth below inlet.......d--------- Total leaching area---44�rsq. ft. Other Distribution box (k Dosing tank ( ) — Percolation Test Results Performed by----- ..... ... Date....... ........ Test Pit No. 1................minutes per inch Depth of Test Pit.__.__..........__.. Depth to ground water Test Pit No. 2................minutes per inch Depth of Test Pit.__.............._.. Depth to ground waterM­ ...........I............................................... Ye......I -------*------------------------ 0 Description of Soil................... ...... W ...........C._-. ................41 — Lo.J..tl- ----------------------------- �7 ------------------------------------------------------------------------------------------ ........................................................................................................................................................................................................ 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 TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of e�alth. Signed----- ...... ..................... Application Approved By...................................................... . . ....... ................. ............----- Date Application Disapproved for the following reasons:.............................................................................................................. ....................................................................................................................................................................................................... Date Permit No.............X(e......V.SLa............ Issued....................................................... Date -------------------------- -------------------- No................_....... Fizz.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH,., -t '..', �, -!fir �3•'I OF. �~......:.-_�.�-f;rf' � �.._ r' Appliration for Disposal Works Tonstrur#ion rrrutit Application is hereby made for a Permit to Construct ( ") or Repair ( ) an Individual ge JO-Pposal System at:, f r Location Address or Lott No. l L� r C f-1/ '7 J 7 ! 9 1 ...-----.............................................................. S_ 7/ r/ 7 � � Owner7 ,p ......................................... W I fl __r,Z c:ri 1� 1 /) /n /r I- r address ,-� ---•--•-•-••----•-•--.......4.•-- •-••-_._. ...... ;•_,--• •- .............................................. 3'�_ !?-(/ Tl ............. - p � Installer Address Type of Building � Size Lot__`�..._..''_____......_Sq. feet U' `°�•- Dwelling—No. of Bedrooms--------- .---3-.............................- Ex ansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons__________________________ Showers Other fixtures � S ) — Cafeteria ( ) Qr------•-------------•-•••----------- W Design Flow.................. ,,_.____......_______gallons per person pef day. Total daily/flow_...........�..,:�_�..................gallonv/ WSeptic Tank—Liquid capacity ? .gallons Length._,____,____ Width..-A' ._.___. Diameter________________ Depth___„'.-- x Disposal Trench—No_ ___________________ Width_I.- Total Length_.___.___... Total leaching area...................sq. ft. Seepage Pit No............... Diameter____._.. . ..___.__. Depth below inlet........ ___.___. Total leaching area_____��_Zsq. ft. Z Other Distribution box (; ) Dosing tank ( ) f '-' Percolation Test Results Performed by-_____``_ .'_____ __ % ', `1'✓1__RZ—A//.__ Date......_/-_`: ,-7 Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water....F_^_:.______._a__. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water. P__...'f_K_.. D Description of Soil ' •.................................................`................................................... = s�f�f�11_l = = = x i t I h/i 1 V 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 TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been�ispued by the board of.,health. , Signed =! { '_ ApplicationApproved By•-----•-••-••------•-•-••.-------•-•...•-----•. --------••--••-••-----•-•------------------ ...................... Date Application Disapproved for the following reasons---------------------------------•----------------------------------------------•---------------------------•-- .......................•------••••---•••-•--•---.....•--•••...----•••----••----------•--•----•-----•------•....------••.._..-----•-•---•-•--------•--•-----•--•-•--•-••-•---.......................... Date PermitNo......................................................... Issued......................................................... Date THE COMMONWEALTH E LTH OF MASSACHUSETTS BOARD OF HEALTH Trtifirate of Tompliane THIS IS TO CERTIFY, That the^Individual Sewage Disposal Sys constructed ( Hf) or Repaired ( ) by------------------------------------------------= --•?`I- :.,, !1 i�C ! r , y� �j'�' 7 1 i ...----•---•-•---•----•-•.............••--•••••----•--------------....._............ ` �- Installer 11 r at. - ,_--- has been installed in accordance with the provisions of TITLY, 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated........._....................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE. . '_ ..5..... .. .... .............................. Inspector--•-• ---c..t� .....-------••------...._......... •. THE COMMONWEALTH OF MASSACHUSETTS ��" 0-7 BOARD OF HEALTH S .............. �� ' .. r ..1'-1...OF........ _.. ttSt '1, .:� 1��•.f.`_....-.... so No.�.................. FEE........................ Disposal Workii Tonstrudion rantit Permission is hereby granted.......... _ ' !.�__``.__._...'. _._r::.4: 'l �'� /V _ - ---_---•---------- --------------------------............ ------ to Construct ( -) or Repair ( ) an Individual Sewage Disposal System 1 r .. ; Street as shown on the application for Disposal Works Construction Permit No________________ .......................................... c and of Health DATE.................... -••- FORM 1255 A. M. SULKIN, INC., BOSTON AsBuilt Page 1 of 2 TOWN OF BARNSTABLE LOCATION/ . CB�ef h/dcJJ _ SEWAGE# ' VILLAGE//ws/11415 /%iI� ASSESSOR'S MAP& LOT_ INSTALLER'S NAME& PHONE NO. 3,o f 7 eOfj,gJ-1,�I,,� 39y_-8510 SEPTIC TANK CAPACITY /O/�O 0 ' LEACHING FACILITY:(type) U i (size) /000 NO.OF BEDROOMS 3 PRIVAA�TE WELL OR PUBLIC WATER C BUILDER OR OWNER c,, //ck u DATE PERMIT ISSUED: DATE .COUP.LIANCE ISSUED- VARIANCE GRANTED: Yes No 0 3 0 �9 3G 0 ,.... 6 i http://issgl2/intranet/propdata/prebuilt.aspx?mappar=064087&seq=1 8/18/2017 1 GENERAL NOTES �E a 1. Contractor is responsible for Digsofe notification, Verification of Utilities and protection of all underground utilities and pipes. 2. The septic tank an j y distri ution box shall be set level on 6" of 3/4 —1 1�2 stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation °'esq `• /' by Shay Environmental Services 5. The contractor shall install this system in accordance 115 camelback Rd;/ with Title V of the Massachusetts state' code, the approved plan and Local Regulations. 6. If, during installation the contractor encounters• any soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be .a o73 mode to Shay Environmental Services ,.� 7. No vehicle or heavy machinery shall drive over the $ r LOCUS MAP septic system unless noted as H 20 septic' components. 8. Install Tuf—Tite gas baffles or equals on all outlet tee ends. �.•� t,, , 9. All Distribution Lines shall be 4"'diameter Schedule 40 NSF PVC pipes. o„ 10. All solid piping, tees & fittings•shall be 4",diameter 9e 6 r, o o !� Schedule 40 NSF PVC pipes with water tight joints. \ ��9 5 ` o ` � `11. Municipal Water is Connected to ALL`-OF The Abutting Properties Within 150 Feet. THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN BY EDWARD KELLOG, RLS ENTITLED: "FOUNDATION CERTIFICATION OF 115 CAMELBACK ROAD, M MILLS MA ! EXIST. EXISTING / • tooG I• 3 BEDROOM 2 DATED: JUNE 1, 1987 'r LEACH PR Septica°ronk / b AND IS NOT INTENDED TO BE A ,SURVEY PLOT PLAN full foundation DRIVEWAYRI IT SHOULD BE USED FOR NO PURPOSE OTHER THAN t� � C ° O #118 THE SEPTIC SYSTEM INSTALLATION. AT Y T H0Z DECK sueswes OUT AND FILLED IN PLACE EXISTING SAS TO BE PUMPED .` O � / ELEV.- 97.00 \`. 3 I�►EtfPNIeN N� NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 4 GARAGE F FROM THE EXISTING SAS TO BE DISPOSED OF.AS PER BOARD OF:HEALTH SPECIFICATIONS. ' a w I esii ' 6g' 6 P LOT P IA �- ' !F TEST HOLE Nt Vent �� , y0 �� . , O \ ELEV.- 97.00 Pipe �� t 01 ` PROPOSED SEPTIC SYSTEM UPGRADE / J PREPARED 'F\O/R _ PROJECT BENCH MARK t R.O Y T 10,I V 1 A S ELEV. 100.00 (ASSUMED) t F TOP OF FOUNDATION _ _ AT LOT #38 - . 1 15 CAMELBACK ROAD,. / two squat.Fes GARAGE MAP/LOT# 064/,087 A a MARSTONS MILLS MA Of btq�S �gb PREPARED BY: � s � CARM�'N E OSHA Y Both S� ENVIRONMENTAL SERVICES � N� `� P.O. Box 1576 I 0 20 40 50 eedoom Both Rs I sT /� r MASH-PEE, MA 02649 sSANITPI I TEL/FAX : 508-294-7498 Bedroom 2017 J 1 »-30' SCALE: 1"=30' - s CES DATE: AUG. 17,+ .- DRAW BY SCALE: N E• AU Camelback FILENAME: 115 Comelback.DWG SHEET 1 OF 2 A w PROJECT:, 1 15 VENT PIPE 6(® Least 24 Inches tall) SAS TO BE COVERED WITH 10' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Schedule 40 PVC w/Charcoal Odor Filter FILTER FABRIC. house to septic tank SAS cover must be SECTION A A EXISTING Foundation Septic tank covers must be D-BOX cover must must have Neer and be within 6" of GRADE PROFILE VIEW OF LEACHING SYSTEM within AT finished grade within 6 in. of finished grade f + , Grade over Septic Tank — 96.00Grade over D-Box— 97.00 ado over SAS— 97.00 /41 to f f/a • washed e► mea stew yf r/e•- f/s• rMud Feoetowe must S - 0.02 Tee to be placed In dbo 3 HOLE H-10 lwtthn 80n.cof finished grade ••• 5= EXIST. PIPE �' 70 GIST. BOX 0.01 • TOP OF SAS - 94.00 EXIST 1,000 GAL FROM FOUNDATION SEPTIC TANK 25 rn n 20' c c �' rr •aice C3 C3 C3 C3 C3 0 II a' H-10 an soft rn rn o C3 0 C3 0 C3 C3 CONCRETE FULL FOUNDAn y Imoan • II H II v d m 11 SYSTEM PROFILE • 5' aVIDED m 4' 4' '� 4 Units 6 ' 24' ' Not to Scale � � i To 2' z•4' 2' 6 in.of 3/4--1 1/2 S 1 9 Effective Width > ' NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE compacted stone $ Effective 8 Length t $ SOIL ABSORPTION SYSTEM (SAS) �offom ofi �'es NoTe-i-laev-=86.00 LC-6 H-20 LEACHING UNITS / WIGGINS PRECAST Not to Scale 2-16• DIAM. ACCESS MANHOLES PERCOLATION TEST DALL ISTRIBUTION BOX FROM THE ,2• CONCRETE� 8' SET LEVEL FOR AT LEAST 2 FT. Date of Percolation Test: AUGUST 17, 2017 - t 3- sKNOCKOU�nET •:r ' • :, c Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By.DONALD DESMARAIS BARNSTABLE BOH) - — -15.5 ounET { 12• INLET / EXCAVATOR: CARMEN SHAY e• a 1 Percolation Rate: Less Than 2 MPI 0 36" �:. . ;.; , ..�", 2 •• ou t 1 s 4" - SCH. 40 Te 1.75. THE ACCESS COVERS FOR THE SEPTIC TANK, Test Hole Test Hole PLAN SECTION CROSS—SECTION DISTRIBUTION BOX AND LEACHING COMPONENT No. 1 1 No. 2 •: .ram �e y—�;;�^: .r:^s.:�? r�;:•'"r: SET DEEPER THAN 6 INCHES BELOW FINISHED GRADE MALL BE RAISED TO WITHIN 6. OF DEPTH SOILS ELEV. DEPTH SOILS ELEV. 3 HOLE H—10 DISTRIBUTION B 0 X STEEL REINFORCED PRECAST CONCRETE F FINISHED GRADE. 0 97.00 0 97.00 NOT TO SCALE PLAN VIE INSTALL TUF—TITS GAS BAFFLES OR EQUALS Sandy Sandy , Loam Loam 3-2e REMOVABLE COVERS 10 YR 3/2 10 YR 3/2 0"- 6" AP 96.50 0"- 6" t► 96.50 44, LoamyP'LO T P LAN 3 min. clearance • + Loamy e• min.T�jz�min. Mlet to outlet e.ram, ts' elEr ''' Sand Sand •� ,o�mist 1� ua�e„ei— WTLET 6"_ " ,a �/e 94 Do 6"_ 36. 10�:'6 94. D 0 F PROPOSED SEPTIC SYSTEM UPGRADE 5' _7 .N ---- 1z S • L •5' -7• Med. 0 e a'-o• min. Mod. PREPARED FOR 3 Sand Sand R O Y T H O M A S :�' •o �+ea�ee Liquid depth v 2.5 Y 7/4 2.5 Y 7/4 • < 36"- 132 - � 86 00 36" 132 G 86� AT •• 8:-�. •• � + 4'�-;0=�`• ' 115 CAME LBAC K ROAD CROSS SECTION END-SECTION ASSESSORS_PLAT 64 PARCEL 87 TYPICAL 1000 GALLON SEPTIC TANK MAR STO N s MILLS MA Design Calculations Number of Bedrooms: 3 Equivalent to 330 Gal. Doy 330 Gal. ay per Title V 9 Garbage Grinder: No g��OF MHS r PREPARED BY: Leaching Capacity Proposed: 330 Gal./Doy Minimum (Min. Per Title V) Septic Tank - 2 x330 Gal./Day = 660 USE EXIST. 1,000 GAL Septic Tank. Perc #1 i SHAY ENVIRONMENTAL SERVICES SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Depth to Perc:36", to 54" Bottom Area: 0.74 gal/day/sq. ft. x 30 sq. ft. = 227.92 gallons/day Perc Rate= 2 MPI ASSUMED Sidewall Area: 0.74gal./day/sq. ft. x 156 s ft. = 115.44 gallon/day da Groundwater Not Observed t'O, q• 9 / y No Observed ESHWT � P.O. BOX 1576 Providing: =343.36 gallons/day cls,��� MASHPEE, MA 02649 ADJUSTED H2O Elev. = None c? .NITAR' TEL FAX : 508-294-7498 Use: (4) LC-6 H-20 CONCRETE CHAMBERS, HAVING A 1' EFFECTIVE DEPTH, SCALE: 1"=20' DRAWN BY: CES DATE: APRIL 23 2016 (3' W x 6' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND 2' OF WASHED STONE ON THE ENDS AND 1 FOOT OF STONE UNDER PROJECT#115 CamelbaCk FILENAME: 115 Camelback.dwg SHEET 2 OF 2 :. r. (�rw�� ! E f A� NOT O.. <. ,.i'�s T ;: . . :,.. ,t j �,� N_ !�Y .4 J lOfV H R. f A �" Y T S S 37 T e F 1 / E 4 /NIMU t /8 T :._., .•_ , ci= t : _. ©T'HER WISE- 5 E f O 0 l ALL P P€' Tc�ANI� t H YS7"E'�t f-IAA.. 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