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Home My WebLink About0010 JONATHAN'S WAY - Health 10 Jonathan's Way A= 122 -081 Osterville �y � TOWN OF BARNSTABLE LOCATION SEWAGE VILLAGE ASSESSOR'S MAP&PARCEL k�o INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) \ S s x «`` NO.OF BEDROOMS OWNER PERMIT DATE: ': 3, Do c-� 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�� r ^O ®a Town of Barnstable P# Department of Regulatory Services u = Public Health Division DateMAM 200 Main Street,Hyannis MA 62601 Date Scheduled Time / Fee Pd. Soil Suitability A.ssessmentfor S e Disposal Performed By: Witnessed By: LOCATION& GENERAL INFORMATION x Location Address Owner's Name d 5 /erVl(f C ' Address It 7-0 G Ap.4.-k,,a k AAI GI 05krvillt Assessor's Map/Parcel: r Z Z. O ( Engineer's Name L��.1A N`0 NEW CONSTRUCTION REPAIR Telephone# +: 0 3 y ,. Land Use: >°S t t-r, Slopes(96) — J CN Surface Stones C Distances from: Open Water Body N ft Possiblc Wet Area �(A ft Drinking Water Well i A ft Drainage Way ft Property Line _ft Other ft SIMTCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands•hn proximity to holes) D W Al I n s TP-2 0 LAJ �., • �",o as ��.�.. � 6 c1G 5 W Gt- e CLa r/'� I Parent material(geologic)_GLCGal 0VVWr s1-,, Depth to BBdrgelt o Depth to Groundwater. Standing Water in Hole: N I Weeping from Pit Face Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In, Depth to soil mottles: In. Dcpth to weeping from side of obs.hole: In, Oroundwater Adjust.:ent f. Index Well# Reading Date: Index Well lcvel -__ Adj.factor _ Adj.Clroundwater Levgl, PERCOLATION TEST Date ._ Time Observation Hole# Time at 9" Depth of Perc 0 Time at 6" Start Pre-soak Time @ 0,00 Time(9"-6") a End Pre-soak .o L-01 Rate Min./Inch L� 'n I r;,Cj, Site Suitability Assessment. Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Dlvlsion 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:1S EPTIC\PERCFORM.DOC I' DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil• Otber Surface(in.) (USDA) (Munsell • ) Mottling (Structure,Stones;Boulders. onsistency,%'Gravel) C) g a-1 13 P1 us o ,� �_-1 - Sol C t M i.5 hu s) 3°I- 12o CZ M sand 10 Ely DEEP OBSERVATION HOLE LOG Hole# Depth from ' Soil Horizon Soil Texture Sol!Color Soil ;- Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. CongisLency.96 Gra e o - RIB M(_S �0 312 N1LS as- 3`1 Ct Ls. it, Sly 3� = do CZ N1 S � jo b DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i to c O e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Noll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, !" Co si to i 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 pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? , If not,what is the depth of naturally occurring pervious material? Certification �� Z 2O 0 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 required traini ,expertise and experience described in 110 CMR 15.017. Signature l Datb ($ )3 Q:%S.EPTICTERCFORM.DOC No. �D Fee 3iHE COMMONWEALTH OF MASSACHUSETTS Entered in compu er: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes AppYitation for Misposal *pstem Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade k,�r Abandon( ) ❑Complete System &a<ndividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No.��`�'�/ 2,a?7 1 Q� A sc-v`� Assessor's Map/Parcel \Q Q g , ",A\i..4e, MA C-:>D4 S-' Installer's Name,Address,and Tel.No. 6(f5-,,r5_ Designer's Name,Address and Tel No. Q"ckcA 52, Type of Building: Dwelling No.of Bedrooms Lot Size �'� _7,/3 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) p gpd Design flow provided �� gpd Plan Date I t{ ©( '.�i Number of sheets I Revision Date Title Size of Septic Tank°! �SC; Type of S.A.S. Description of Soil ��(EE, Nature of Repairs or Alterations(Answer when applicable)Z..A c.\ At-,cs 0,1" 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. e Date - Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. D Fee 00 3iHE COMMONWEALTH OF MASSACHUSETTS Entered incompuier: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS J F 01ppYIcatlOn for MI8pD8aY 6pstettt Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System �nd-ividual Components k Location Address or Lot No. 6 w�-S.�a�5 ` Owner's Name,Address,and Tel.No. $4` - $ -Q d,�?7 1C`) 3o•�Ca�L. S �J�� pQ�s Sc� Assessor's Map/Parcel �� C� 6 S Installer's Name,Address,and Tel.No. Off'-. �-6�5 S Designer's Name,Address,and Tel.No. Q,o , `Z� � C'd.r�.scc�\e l� b � .O. ��. �a.3o �•c�.\<�— A -3 'I Type of Building: DwellingNo.of Bedrooms Lot Size �w.� ,• 1' �T-7�`g_� 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 L ��l(� Number of sheets Revision Date Title Size of Septic Tank 0 Type of S.A.S. j Description of Soil -<S-_-�' j I n Nature of Repairs or Alterations(Answer when applicable)._,� Q Q� S [' �, Icy �_.+_ .(J[' �`.,.� wti IQ.�"�G1 �'-•G�)J" C''C�Cs��. Date last inspected: Agreement: I r 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. ne Date Application Approved by l A/fl Date / U r Application Disapproved by V ' Date for the following reasons r i Permit No. Date Issued / ------------------==- = - _ =-_ -_____________= _•______-__-_____•____________.__•,__•________•____ _ =___•___ ----------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage,Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by at \d .,,. �a.,�`c f has been constr cted i acco //C) d gre with the provisions of Title 5 and the for Disposal System Construction Permit No. ed Installer�.c- Q. �� sz ea C,n Nk A t-0 ...t`.,..rV•�Q �� #bedrooms _Z, Approved design flflow, gpd The issuance of thi permit hall not be construed as a guarantee that the system will�func'io/r as detied. Date -Inspector l - - -- - --- - --- -- -- - ---- -- ------------- No. 03/THEFee COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ;') Upgrade( Abandon( ) fSystem located at a 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. i Provided:Construction ust be co pleted within three years of the date of this permit. Date Approved by gs Town of Barnstable Regulatory Services Thomas F.Geiler,Director ^�MAM Public Health Division . Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508 790-6304 Date: .' �co(3 Sewage Permit#as C3-63 ( Assessor's Map/Parcel ram Installer&Designer Certification Form Designer: Installer: Address: V a i3k, �2o3d Address: tMA,00S3C On Q . i {v�was issued a permit to install a (date) (installer) septic system at ` O J o��i�.�n'S tam`t based on a design drawn by (address) G ��c4•��a e�-�.A,L, dated / _(designer) — 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. Stripout (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. Stripout(if,re N u'. � spected and the soils were found satisfactory. ' (Installer's i ature 4 zn << <✓ FSICTCNAL —(Designer'4 Signateare) . (Affix Desi __ �s Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE NVILL NOT BE ISSUED UTNTIL BOTH THUS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc f Z 1 k THE MOST ADVANCED NAME IN DRAINAGE SYSTEMS LlllLlY ,rI� a April 28, 2009 Re: ADS ARC36HC Chamber(ADS Part#3616BDH2O) Load Rating—H2O To Whom It May Concern: In reference to the ARC36HC H2O chamber, it is capable is supporting AASHTO H2O loading with 18" of cover. This cover is within an acceptable safety factor. The sanitary chamber can be backfilled per local code requirements with typical drainfield backfill material. The chamber meets IAPMO PS 63-2005, "Material and Property Standard for Plastic Leaching Chambers" If you have any questions or comments, please don't hesitate to contact me. Respectfully, Kevin M. Jehl, P.E. 614-658-0161 Office 614-286-2810 Cell Kevin.Jehl@ads-pipe.com ADVANCED DRAINAGE SYSTEMS,INC. 4640 TRUEMAN BLVD,HILLIARD,OHIO 43026 HTTP://WWW.ADS-PIPE.COM 7 _. No....... Fas..�5.................... THE COMMONWEALTH OF MASSACHUSETTSfi �- BOARD. OF HEALT�-I r Appliration -fur 43iti uiitt1 10orkii Tunutrurtiun Vanift Application is hereby'made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal Syst at e i.-�... .-----•-- [_ ._�f`._.... .�------ ----------------- ---------•----•-......------. L n-A r ss or Lot No. - c... ----------- a Ow er ddress W W ........... .. ........ ................................... .. v° � �--------•--_.... . Installer . Address U Type of Building Size Lot.4.1_Z .__...Sq. feet' Dwelling—No. of Bedrooms...... ........................... .....Expansion Attic (_ ) Garbage Grinder•.( ) Other=Type of Building --------------- p ( ) ( )..__________ No. of ersons________________________".. Showers — Cafeteria G4 Other fixtures . ....._.._.. „ .:.:as. Design Flow------------- .....................gallons per person per day. Total daily flow.__ _ ,_... _�'�.___-_.-.-..------gallons. W -< WSeptic Tank—Liquid capacipG°�__: llons Length---------------- Width---------------- Diameter-----__------- Depth:_.__-_-.----- xDisposal Trench—No_ ____________________ W;• •,_..__.__...... 1 Length________________ .. To leaching area---------.._.-._____sq. ft. la'� leaching trea.3-�.-�. sc ft. � Seepage Pit No._�.�` -D -------------------- w-.i � `. g t 1• z Other Distribution box ( ) Dosing tank ( ) ® Ss - //-, 7 -7 ~' Percolation Test Results Performed by---------------- --------------------------------------------------------- Date------ W . . i Test Pit No. 1................minutes per inch Depth of "Pest Pit_................._. Depth to ground water..__:-._--_..._..---. (r, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----------_-_._------. a' --------- ..... -- O Description of Soil------`-=------------ ". -' --- - - --------- 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b th board of health. gne . -- ��' �% 4�,ate- Applicationx ..Approved B �/ ' Date Application Disapproved for the following reasons:......................... ------------------------------------------------------------------------------------- -------------------------•----. ------------------.......---------------------------------------------------------------------- --------------------------------------------------------------------- Date PermitNo........................................................ Issued.............. '` -�------------•----------• Date ............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 0 F....... ...... .... ........................... ... ............................. XV.pfiration -for Dhipviial Ourkii Tutuitrurtion Vantit Application is hereby made for a Permit to Construct (")Repair an Individual Sewage Disposal System at: A S, ..............e�..................................................................... ................................................................................................. Lo�.66n-Addi��ss / / or Lot No. e----------------- -1,.fo-----_----------- ............................................................................. ......................................................................... Own& .......... ........ Installer Address Type of Building Size Lot../---->.... ------Sq. feet Dwelling—No. of Bedrooms------ ------------------------------------Expansion Attic ( ) Garbage Grinder Other—Type of Building ---------------------------- No. of persons_..-------_------------- Showers Cafeteria Otherfixtures ...... —---------------------------------------- --------- ------------------------------------------------------------ w Design Flow______________._"_.0....................gallons per pet-son per day. Total daily flow.............--- __ ________._......._gallons. ..... -- ---- Septic T.-.iik_* :Liqtiid capacity'2�� iIlons Length________________ Width_.-_.____-.._.. Diameter_.._____.-.--__- Depth_________--_-._. x Disposal Trench—No. --------_--------- Width-___---_____---_---Total Length._............. Totarleaching area--------------------sq. f t. Seepage Pit No..../----- ------- b`ep-etH-416-elolw 1 Total leaching area.3__0_., ...Sq. it. Other Distribution box Dosing tank ( 1 6 4'-*' 4f/# ) �ji 77 K .,/ /7 Percolation Test Results Performed by..------------------------------------------------------------------------ Date___---- _1......... Test Pit No. I................minutes per inch Depth of Test Pit..._--__-___--____-. Depth to -round water------------_---------- Test Pit No. 2................minutes per inch Depth of Test Pit_--___--___-__----.- Depth to ground water--.--.---______-_-.._. x ----- - ..... .. ................................. ................. .1......................................... 0 Description of SoiL----*..... -- - ---- --------- ----- ........ ------ ------------------------ ----------------- U ------------------ ."- A_4 - - ------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable-----------------,-------------------------------------------------_--------------- ---------- ----------------------------------------------- ------------------------------------------------------------------------------------------------------------------------- ---------------------------- Agreement: The undersigned 7-iagrees. to install the afo'tcdescribed Individti:al Sewage Disposal System in accordance with the provisions of Article X1 of the State Sanitary Code—The under&S.i1o'lled furi'ier-agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. - . � --F--------------I... -- --- ..4 0 7 -- 1 7Application Approved BY ............ - a Date Application Disapproved,f'or the following reasons: ... .... -------- -------------- ----------------------------------------------------------------- ....................................................................................................................................................... ------------- ----------------------------------- Date PermitNo.............................................:*.......... Issued----------------------------- I......................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......OF.... .Ni-t, ................................. ................................... ....... .................... • THIS IS TO CERTIFY, That the Individual Sewage Disposal System:constructed' -0" ( ) or Repaired by......... ...............0 ....................................................................................................................................................... .. - - Installer at. .... .. ........ � ........ 7� - - x-- - -, ------ ------------------- ------------------- ---------- ----------------------------------------------has been installed in accordance with the provisions of Art .., I of The State Sanitary CoSle as.described in the application for Disposal Works Construction Permit No. , ---47------_--- THE ISSUANCE OF, THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.............................................................................. Inspector-------------------------------------------......................................... THE COMMONWEALTH OF MASSACHUSETTS ---- BOARD OF HEALTH ................... ....................l. .OF.... ................. .......................... No. .f/............... FEE........................ DinVowd lVorkii ClIumitrurfinq Wrmft Permissionis hereby-granted-----------------------------------------------;....................................................................... ..................... to Constfuti ( s.=)< Repair Individual Sewage Disposal System at No........ *7� n .......................................... ............................................V�--------------------------------------------------------------I.................... 11 V-11 'Street as shown on the application-for Disposal,Works Construction Pern i . o------- Aed----- .......... .... . . ..... ........ DATE---------------- ............................. Board of Heatth FORM 1255 HOBBS & WARREN: INC.. PUBLISHERS /a lie FAD rAi4e ' Z` ti> 0 A. I `ems HAXTF R � talc. 't•44+;t 4° i S t� . C.EQTIFIED PlrbT P�.l�1►..1 toG,AT101�4 [ `r t l.L..( ► �ov NOb'CIoN ' Pt_A�.t R�F'Etz��.iGE I G r.ZZ T t F Y TE-I A'r TA 5t lotiv u. tidEQEaW 4CO.4APLVG* W tTN TN6 51D _�.1►-tom Awt> 5ET$kcv- WeautizemEWTS OP THE '=ow Li o't= " A.fzp4 Tr*5 4- Q `•• F3Q.XTEtZ � 1.1�PE t�:1G_ REG15 T�tZ�D LA1.1t7 SUtzv �lo lzS TNIS PLAW IS LJOT 13ASSV Ow A4.1 [?5?ER.vILL.E a ArCASS, kl4,q 'QcJAAa%-4T SQZVCY TNE= C3F�S�TS SNawta APPLICANT' 1 , / F.l f3� USGa To UM:TC.2MtN& LOT 4 UWaS C� l-c>& V TOP OF FOUNDATION 24"diameter concrete covers (( Merit OSTERVILLE, EL=5 I.O raised to within 6"of finish grade I M A 4"PVC VENT I (or as noted) Inspection Port and cap with magnetic E CAP BY'5WEEfA1R" I markmg tape to within 3"of grade I \ 13>"MIN Ens tiny Ft 49.0± EL=49.0± EL=49.0-49.6+ ; VARIANCES REQUESTED M LOCUS �i �i 25 I \� \� CD \�/\� \�/�i 5.0' 5.0' 5.0' 5.0' 5.0' �y Local Upgrade Approvals: 3 10 CMR 15.403 5 N Variances: 3 10 CMR 15.22 1 (7)General Construction !8"min Cover for o 47.3± N Requirements for All System Components: ? 9 t1-20 Loadinq coo l Existing 46.7± = m e`t C �P 45.5± N in I .)Sod Absorption System > 30 Below Firnsh Grade 1 v m I - O c� Existrn 46.l± L7 H I N Not t l Exceed 72" 1 3"Variance Requested N 9 45.8± =45.33 ( ) (Not to Exceed 36") p Enstm9 � � Existing N 45.20 45./O N � W Gas Baffle 44.20 r Inspection Port(See Note#4) _ Rte 28 Longest KuC n TWENTY(20)AD5 ARC36HC El 6'n (36/6BD2)LEACH CHAMBERS/N BED PLAN VIEW (TYP.) CD DB-6 CONF/6URAT/ON WITH FOUR(4)ROWS EX/STING /000 CALLON (H-20 Rated) OF FII/E(5)CHAMBERS SCALE: I" - 1 0' SITE LO C U S SEPTIC TANK D-80X LEACH CHAMDfR5 EL=39.0±Bottom of Test bole NOT TO SCALE f LO W P RO[=I LE (H-20 Loading) Si .) Assessor's Map 122 Parcel 81 CON 5T RU CT I O N NOTES NOT TO SCALE ��is 3.) Plan Book 323 2.) Deed Book958 Page 77 Lott 72 TEST HOLE LOGS 4.) This property 15 in a Zone II of a Public I .) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): O Water Supply STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND O 5.) Flood Zone: C EXPANSION OF ON-51TE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT Test Hole#I (EL=49.0±) 0, qs` AND DISPOSAL OF 5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. G Depth Layer Soil Class Soil Color Comments Existing Septic Components to S 6 c/ CO 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR p be Abandoned(See Note.A22) pro VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 01_6" Fill LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. G"-8" A/E Medium Loamy Sand I OYR 3/2 18"Oak O0 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE 27-3 B Medium Loamy Sand I OYR 5/4 2-I O"Trees n' LEGEND 27"-39" C I Medium Loamy Sand I OYR 5/4 Eristm Se tic Tank to be � a �� MECHANICALLY-COMPACTED BASE ON 51X INCHES OF CRUSHED STONE. 39"-1 20" C2 Medium Sapd I OYR 6/4 Perc 58" g P O° Utilized(See Note#2/J 4.)COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX, AND � EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE THE SOIL ABSORPTION SYSTEM SHALL BE KA15ED TO WITHIN G"OF FINAL GRADE. LEACHING Test Hole#2 (EL=49.G±) BENCHMARK Leach Pit FIELDS, TRENCHES, AND OTHER 501L ABSORPTION 5Y5TEM5 WITHOUT ACCESS MANHOLES SHALL 18"Oak EXISTING CONTOUR Top Corner Concrete Vent HAVE AT LEAST ONE(1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED Depth Layer Soil Class Soil Color Comments 24- PROPOSED CONTOUR VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP,TIED WITH MAGNETIC EL=50.00(Assumed Datum) it W WATER SERVICE LINE MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. 0"-G" Fill O iP-1 O _ i A/E Medium Loamy Sand I OYR 3/2 � ! r 0 OVERHEAD UTILITY LINES _ 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A 8"-25" B Medium Loamy Sand I OYR G/G Q (� �i' UNDERGROUND UTILITY LINES MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, 25"-37" C I Medium Loamy Sand I OYR 5/4GAS SERVICE LINE AND NOT LE55 THAN I%OTHERWISE. 37"-1 20" C2 Medium Sand I OYR G/4 3 �O \ 5 6 18"Oak / o ��_� EDGE OF CLEARING G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE 40 DATE OF TESTING: 01/I G/13 P#13541 �� N 7P FENCE PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED 501L EVALUATOR: LINDA J. PINTO, P.E., C5N ENGINEERING �� O 0 N TEST HOLE LOCATION AT END OR AS NOTED. BOARD OF HEALTH AGENT: DON DESMARAIS, BARNSTABLE HEALTH DEPARTMENT O / O J 5T SEPTIC TANK PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN"C2"LAYER !8"Oak / DB DISTRIBUTION BOX 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM DISTRIBUTION BOX SHALL BE WATER TESTED TO NO GROUNDWATER ENCOUNTERED ay.,> SAS SOIL AB50RPTION SYSTEM ASSURE EVEN DISTRIBUTION. 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES �O\CA O IN ORDER TO PROVIDE A WATERTIGHT SEAL. INSTALLER TO VERIFY THE LOCATION OF ALL r 0�<0\O UNDERGROUND AND OVERHEAD UTILITIES :.. a�°° F�� \\ I CERTIFY THAT I AM CURRENTLY APPROVED BY THE 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE PRIOR TO THE START OF ANY EXCAVATION l� 30e a�\OP 0 DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. ACTIVITIES AND RELOCATE AS NECESSARY 3 10 CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THAT 10.) IN ACCORDANCE WITH 3 10 CMR 15.22 I, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH I (SEE NOTE #1 5) 0\ THE 501L ANALY515 HAS BEEN PERFORMED BY ME CONSISTENT �oQ / \ WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE MAGNETIC MARKING TAPE. yrel LOT 72 O DESCRIBED IN 31 O CMR 15.017. I FURTHER CERTIFY THAT THE I 1.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. ��/ Area= 17,773 S.F.± RESULTS OF MY SOIL EVALUATION AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN ACCORDANCE WITH 3 10 CMR 15.100 THROUGH 15.107 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT �o USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. a 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS ` ��- CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE Z Linda J. Pinto, Certified Soil Evaluator DESIGNER. o Qa LINDAJ. GtP 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE O o Existing Paved PINTO BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE S o. Drive CI I cn SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT 37 AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. Q � Survey Work by: � FQ IST (( 15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR Existing ? a� A & M Land Services ++ NAL / Gravel Drive DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO \\G 618 Route 28, Suite 3 COMMENCEMENT OF ANY WORK. THI5 INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIG5APE, QJb West Yarmouth, MA 02673 ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. O L \ � �I Act Pb. (508) 737-1777 Email.- anmland®comcast.net I G.)CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING ('\ 30 66 36 WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 2S g 9. "00- Prepared for: 17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. DoucJ * Doris Scott 15.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE 51 T E PLAN I O Jonathan's Way, Osterville, MA USED FOR STAKING, OR ANY OTHER PURPOSES. Pro O5ed Sewa e DLs O5al cJ Stem SYSTEM DESIGN CALCULATIONS SCALE: I° = 20' p 9 p Y 19.)THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR 10 Jonathan's Way, 05tervllle, MA ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, 51DELINE 5ETBACK5 AND BUILDING HEIGHT SEWAGE DESIGNFLOWREQUIRED:3 BEDROOMDtWELLING @ RESTRICTIONS. OWNER IS RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE I/0GPD/BEDROOM=3306P7?REQUIRED APPROPRIATE AUTHORITY. Prepared by: SEWAGE DESIGN FLOW PROVIDED: TWfNTY(20)ADS UNITS IN BED 13 Bth 20.) IF SOILS DIFFER FROM THOSE SHOWN IN THE 501L5 LOGS, DE51GN ENGINEER 15 TO INSPECT CONF16L/R4TION llV FOUR(4)ROWS OFFIVf(5)UNlT5 EACH. Kitchen Bdrm Bdrrn THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION. �� , Vt=L(330/0.74)/(4.8 FTz/FT)/5.0 Lt7 = Garage Firmly 11". ,,, 2 1.) EXISTING 1 000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEE5 TO BE INSTALLED ON INLET /5 ADS UNITS REQUIRED(20 PROVIDED) am AND OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE. Dining Ewing Bdrrn t�,' Engineering 355 CPO PROVOED>330 GPD REQUIRED 22.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND SEPTIC TANK CAPACITY REQUIRED: 330 6PDX200% =6606PD REQU/RED Q 20 40 6O ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. P.O.Box2030 Phone:(508)299-3250 23.) INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE SEPTIC TANK CAPA07_YPROV1DED: EXIST/NG I000 GALLONSEPTIC TANK F LOOK PLAN Teaticket,Mli 02536 Fax:(508)548-5478 COMPLETE INCLUDING BUILDUP FOP,COVERS. SCALE I"=2O' A GARBA6ED/5P05AL/S NOT PERMUTED WITH TH/S DESIGN FLOW NOT TO SCALE C:\C5MRR-Jonathan5V2R-Jonathan5-5D5 Plan.dwg Date: 0 1/1 4/1 3 Scale: As Shown I By. LIP Check: MTA I Project No. C5NO301