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HomeMy WebLinkAbout0096 SADDLER LANE - Health 96 Saddler Lane Marstons Mills I i i i gou's'e- a/ q6 ASSESSORS IVIAP NO: -A-<a=:a\ L 0, C A T; PARCEL NO.: M I T C. S T A L L E R'S M A ME ADDRESS a U 11 L D I R OR OWNER ol DA 7 E P E R V I T I S S U E D DATE C 0 M P L i A H C E ISSUED /-Ca 61 SO �- S� I Nog �c1-� FEs.. / THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH w Appliration for BiBposttl Workii Tonotrurtton Permit Application is hereby.made for a Permit to Construct (�) or Repair ( ') an Individual Sewage Disposal System at: I_C,--r `SZ S�p�LJ�d _ �.TI�, 4� "- 0 0' 4 t.L �-: ................__...__.......- -.........................----...:........................ ...--•-••----•...--------..._.........._...... - - ..............---••• Location,-Address or.Lot No. ................_.�... ...............................................t ......., !N... ..5....--------...----.................---.....--......--- W Owner .Address Installer Address Type of Building „ Size Lot...A......9;`.4: ....Sq. feet V Dwelling—No, of Bedrooms...................3....`.•......._.....Expansion Attic ( ) Garbage Grinder. k(p Other—T e of Building .......... No. of persons............................ Showers — Cafeteria 04 Other fixtures -------------•---------•----------- -• ----------- ..... : . ` Design Flow.............X__�.5...................gallons per persen per day. Total daily flow........ 35?......._..dons. t tit g Septic Tank—Liquid capacity PPA..gallons Length�..Ssp_ _ Width..•-•:..'t'.:Diameter................ Depth.....Lt: W Disposal Trench—No. .................... Width.................... Total Length.....................Total leaching area.....................sq. ft. x 3 Seepage Pit No----------I.......... Diameter...._aj?....... Depth below.inlet......4r...........Total leaching area.�... .sq. ft. Z Other Distribution box{k) Dosing tank ( ) Percolation Test Results Performed by...._mot---:_ !:lZn�? � «�.. ...... Date....4_._�� 5 .. Test Pit No. 1................minutes per inch Depth of Test'P,it.... Depth to ground ater... ol .. f% Test Pit No. 2................minutes per inch Depth of Test Pit.-.,......_�....... Depth to ground water........................ P4 ............................•--.....---...---------•---•--............--••----...------•-----..............i...............-•••-.. ......................... O Description of Soil..=.......�.-....!-S? �.............. 5 u Q�l._.------..1.�-�4?.......1`.!�Ej�. ._.�-4. �--- v ------------------------- ------ .----••--- ...-•..................... .••---.....-•-•-•--------•---....------------------......---•--•-------•----•---•---. - =---.p-......T?.-Tl'-'= ..T�_.C5 ... 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 AI" I; 5 of the State Sanitary Code— The undersA ned further agrees not to place the system in operation until a Certificate of Compliance has been i e y he b lth. ♦ Signed.... .......................... .......l... .1..... . ate Application Approved BY. - ` ........................... ....... . ... Date Application Disapproved for the following reasons:... ................................................:...•----••----........._......................... ..........................................-..........................---.....-•-•---•---......------......_...........-----........----...-------••---...-----•--•-•--•--••.......... ............Date _ a Permit No C. 13 .. Issued....................................................... ........................ ♦ Date TOWN OFrrBARNSTABLE LOCATION SEWAGE# a VILLAGE'( N•®x3,—,,w A ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.R��cy �i--t 5��= • E�©5� SEPTIC TANK CAPACITY 9�,S LEACHING FACILITY. (type) L,cq�t.- Gt►c w.Snrr..s(size) 5 bc,.ns c F NO.OF BEDROOMS OWNER r"-. . PERMIT DATE: `�) t CD COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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) l Feet FURNISHED BY�c. �I -10 i -3701 r 3 No. 0?_G1 0 — l ` v U Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYication for 3igpoal *pgtem Cou5truction permit Application for a Permit to Construct( ) Repair( ) Upgrade(G l Abandon( ) ❑ Complete System [:!?J Individual Components Location Address or Lot No. ��a(+>GC�61L?1J `^ram Owner's Name,Address,and Tel.No. r�9.A�4 t-vA�� yV Assessor's Map/Parcel CAJ C)QCC 5 Installer's Name,Address,and Tel.No.� 9&��� L`1a14 besigner's Name,Address and Tel.No. C_o S5 p4. 5-t,g- 3R9t --3 �,o Type of Building: Dwelling No.of Bedrooms V Lot Size �S' YC�C sq.ft. Garbage Grinder ( ) Other Type of Building B�,e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required CY 14 C) gpd Design flow provided <I,4r gpd Plan Date a c) Number of sheets , Revision Date Title Size of Septic Tank k< o�` ek's °�'•w�Type of S.A.S. rAp,S Qi:�3FS6 Description of Soil ��.�_, ,mac 44"._ Nature of Repairs or Alterations(Answer when applicable),;�),V-.�:.L,�.G �l 4 —.)s- "Os ��L'3 c�O t L�..sGiJ� c 3 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 alth. Signed Date ` �'� Q Application Approved by ` Date , 'rg— Application Disapproved by: Date for the following reasons Permit No. solo— Date Issued ��^ ! 0 Y Ila ,r No. ; `��/�--•� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS Yes 2pplication for Tigpogal *pgtem Cowaruction IPermit Application for a Permit to Construct O Repair O Upgrade(rf Abandon O ❑ Complete System U Individual Components Location Address or Lot No.<Z�g <S t✓--' �—d`���-- Owner's Name,Address,and Tel. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �.e�• fox 3�( �- � �- ,o s s,. p•©. �c�k �43 5tz,'- -R 3 L) co Type of Building: 4j Dwelling No. of Bedrooms V Lot Size S �-{�(C sq. ft. Garbage Grinder ( ) Other Type of Building 5, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) IZY Z gpd Design flow provided gpd Plan Date a 3 ( C:) Number of sheets Revision Date Title Size of Septic Tank RUC j �g�i Ck"� v�y Type of S.A.S. \6410>-S (G (, C 1�, -L�1rnl��r.�• Description of Soil Nature of Repairs or Alterations(Answer when applicable) � 0 m >- 3ca X - _-)S_ "Us C 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 4ealth. Signed �'!" Date Application Approved by ` Date Application Disapproved by: Date for the following reasons f Permit No. d�0/0' �Tg Date Issued ��" r' f y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (t.�) Abandoned( )by _1�—1:n- , '7�Qc�,�� r-- C at S� Q` � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a?ol0- 07 dated 1.2-17-c� Installer__—Q 9;,i_ ��^�J ; ",� � � Designer L #bedrooms �• Approved design flow "C Q gpd The issuance of this/permit s /lll not be/��nstr)ued as a guarantee that the system will fun ionsigned. Date / �, C7— // �/ Inspectors No. go(o — Fee .• THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Thvogal *pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair ( ) 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 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thiser ii• Date �� '�� Approved by I/ �J Town of Barnstable Regulatory Services Thomas F. Geiler,Director MAS& ~ Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date:'�c- 31 j aai C7 Sewage Permit# y lc�� Assessor's Map/Parcel 1, J. S` Installer& Designer Certification Form Designer: CSKI Installer: Address: Q, b-�- a-y3o Address: �K On 1 ''1 t CD arc.was issued a permit to install a (date) staller) septic system at based on a design drawn by (address) C 5 KJ En lnee r i dated I C (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 Plan revision or certified as-built by designer to follow. Stripout(if req ' F and the soils were found satisfactory. o� cy� � LINDAJ. PINTO A �? L L�---, 6 Installer's Signature) GIST ASS/ONAI ECG (Designers ignature) (Affix Designer's Stamp Here) 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. gAoffice formAdesignercertification form.doc h� Town of Barnstable P# Department of Regulatory Services p trrtwsr�►am NAMA� Public Health Division Date 0 p Alb 200 Main Street,Hyannis MA 02601 Date Scheduled Time��P/ Fee Pd._ 4o d Foil Suitability Assessment for Sewage Disposal Performed By: + . . .� Witnessed By: p, L LOCATION,& GENERAL INFORMATION Location Zre�s'� / ` �� (��M�. Owner's Name 1j4,rjpr„ y01'r",JJvvJ /�'��S�� {�Vl l L s Address q1 Ftssekso' "r's Map/Parcel: ((( V Engineer's Name Z,.,4 ��- NEW CONSTRUCTION REPAIR Telephone#,!V ,Z 3 Land Use Slopes(%) Ce Surface Stones Distances from: Open Water Body 7 I W ft Possible Wet Area .A N ft Drinking Water Well 1A ft Drainage Way— IJ`fr property Line �,S ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) `U •IJWGIIcoS �A oil e� L.n. Parent material(geologic) S� Depth to Bedrock-= _. :SC:QD I Depth to Groundwater. Standing Water in Hole:_ 1 A Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: index Well level -_a Adj.factor, Adj.Groundwater level Observation PERCOLATION TEST bate i3 a Thee I iao M ,., , Hole# Time at 9" Depth of Perc �J y t� Time at 6" � Start Pre-soak Time @ 01100 Time(9"-6") -- End Pre-soak JDo RateMinJlnch L�1'n�n ►rlcr Site Suitability Assessment: Site Passed Site Failed: Additional Testing n Needed 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:\.SEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# ` Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o i teni.y�y6 Gravel) ©—S. oIA M SL Ct ^ s DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. y� ��� onsi t 3o ravel) ' 41 A I 10 C, F-M Sid DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con istency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency. 1 Flood Insurance Rate Map: , Above 500 year flood boundary No V Yes Within 500 year boundary No V Yes - Within 100 year flood boundary No.7 Yes .� Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervqy material exist in all areas observed throughout the area proposed for the soil absorption system? PS If not,what is the depth of naturally occurring pervious material? Certification I certify that on � � °®�- (date)I have passed"the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required train' g, xpertise and experience described in 310 CMR 15.017. Signature ti.%�a Date 1 0 QASEPTICIPERCFORM.DOC a N SEWAGE - -- -;SECTIO - , _ . ,, Gt�ST�� bE•t/F_•l,OPMF.�I.T 1 - _ K 1 �ET15�i155 7`5% -SEPTIC TANK- D BOX- -LEACH .P t'T 1 Li - TOP OFFD - 1 aV1J ' I� �E✓pL.IG'T(n 1�1. pF... -� - - ' OF I18TO �+.. _ HEO STONE , i. .�'.o .. n �f -iX x A LL ,. y. t' )N .. f .;• 5 -:OUT r' OUT .-r,: _ .,, ., .. . . :,;, .': � ,._:' 3�d•, ,+J:. �` t ... x , ei 4 f P, _, ..._. ...:.SEPTIC _ r - . . .. T d A - .� EV. � r S,.y <•�•�" - • n r - sk t ELEV.; , LE .. .a.,...I '.qnn in ,. ..... .... _ .. -( .. :. .-. ,.., -.- -. , .. ,,._ter, ., ..yr.. ... .. .. +..-f 'S:e;`"•.'. -. of .. .... uu w t; ..,.. ..n ,a. 1n.:,- -.,.z' ,. .. ... a 7• ,.. L.d. . _ S. E 3-x i TEST HOLE-LOG .. • , Ir J. o lEST-BY . t1 r - '-fE 1 WITNESS = •- '�'. .` • TEST DATE .Gsl1I: � - 'J BEDROOM HOUSE ;�.. ,�•�'- " \ �i� 15�, _ _ DESIGN T.H. 01 T.H. +� 2 ELEV. .'1'S 'p ELEV. 41. 4 - G Z NO DISPOSER DISPOSER .►fir,;•. \ - " : 5 PEFtC RATE MIN/IN a (49 p FLOW RATE (GAWDAY) ix _ 36 t SEPTIC TANK:. ( '1 -M o , ,. — REQ'DSEPTIC.TANKSIZE ,.. O' T F,P1 5a d i - t4b i 1� LEACH FACILITY > r e1e5 SIDE WALL I Osul 12 5,7- (Z,�i 1 I G/D. I� - BOTTOM .�lv/z - �'>,5 (�,p �.5 G/D. Tr4 off' TOTAL 2O.�f, Z.SFG/D � ..� ;.,... .r. !� -.,:• . '" (8Q USE:. a►�I� LEACHING Ell-Lb �01 EFI= �IA.M" � ,4 ��`T7E'PT1�• ��- '��--- 1 �' WATER ENCOUNTERED - • ". IOO :- (UN:.Es OTHERWISE NOTED) ....TES i.•DATUM(MSL):TAKEN FROM S/t•f�I,V V-J t QP QUADRANGLE MAP 2.MUNICIPAL WATER Ls AVAILABLE f. , 3:PI PE PITCH:4Y"PER FOOT r 4.DESiGN_LOAOING FOR ALL PRECAST UNITS:'AASHO- �� -44 S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. - 6.PIPE JOINTS SHALL BE MADE WATER-TIGHT u„^1"E' .7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. N ' SITE o- 13 �tkDtlT . I� X _t t of STATE ENVIRONMENTAL'CODE TITLE S - . rsi ��. �� M _ PLAN $.TWtS QLw. . FoL 1'SCA7tl�.7 ► 0..+�c o•-:A b J�� �G\� r - { ._ ._ ._ _ - `' �yG i_c> i. 5Z .zt�.. _�?_. 1 5. -(1E tior !.E t1D r"�c1iC_ •`�4Zd ��`f '�.�JC-T �-d.�n�c r; o ARNr ^ LOCUS - ^� REG.PROF, >••- u _ OJALA N V L�{,=fZ.-� i� ut). aA2f\1�1f}��1.� - ESSI AL ENGINEER o J - ' N26348 � _ REF: .� down ca4Pe "ea�ineerin� ss/ppCt bJ PREPARED FOR: CIVIL.,ENGINEERS - _ -.--.,--- OF LAND E ORS -REG.LAND RVEVOR -- BOARD HEALTH SURV Y - - (EXISTING)............. . ��1Q�ID1�. T 11 �Irl •�(�SCALE 1TLJ �I, CONTOURS (PROPOSED)-O-O-O"O' APPROVED DATE �aK►`FSTAPJLE _ DATE 4 TOP OF FOUNDATION 24'diameter concrete covers WEST BARNSTABLE, EL=49J raised to within 6"of Smsh grade 25' O M��lC MA (or as noted) Ins action Port and ca with ma netrc 9- P P 9 5.0' 5.0' 5.0' 5.0' S.0' 40 and f/DPELrner from hr marking tape to within 3 of grade EL=45.2-to E1=4/.2�- me ay Existing EL=49./-* EL=48.21- LOGOS I .) Assessor's Map 15 I Parcel 5 18°min Cover for D-Box in- 2.) Deed Book G242 Pa e 03G 9 46.8_ H-20 Loadm - Exrstmg 464E an Book 404 8 100 d g 3.) PI Page 9 - gad lei t v 4.) Thls property Is not In a Zone II of Ln 45.?- x t ,a c\ \\ t x Public Water Supply o T N 5.) Flood Zone: C e Thompson Exst n 45.6 0 - 45.4_ 45.07 t � g O 44.90 44.80 Ewstm _ Ewstmg N "-'-' inspection Port(See Note#4) 6, Gas Baffle 43.90 D_ PLAN VIEW I Lo d ` Longest Pun TWENTY(20)ADS AKC36(36/65D2) 5 O' LEACH CHAMBER5/N BED SCALE: I" = 10' R Old Sta e Rd Existing - CONFIGURATION WITH FOUR 4 ROWS o= DB6 ( J ,EX/5T/NG /000 GALLON (H 20 Rated) OF F/t/E(5)0-1AMBER5 S(TE LOC U S SEPTIC TANK 0-DOA/ LEACH Cf-1AMDfR,5 tEL=36.62t Bottom of Test Hole � NOT TO E BURNED UT/L/T /N AREA OF THE 1 SAS BE LOCATED PRIOR TOO ANY EXCAt/AT/ON NOT TO SCALE (H-20 Loading) 44,02. AND REROUTED AS A(ECE55AKY(5EEN07E#/5) FLOW 10 f I LE .4393 NOT TO SCALE i CONSTRUCTION NOTES SYSTEM DESIGN CALCULATION any ,(` L S ��:3� �,\e'� �, �.� 1.)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5(3 10 CMR 5a� `O� " \ e 4� + Lwmg Office! Bdr 15.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, SEWAGEDE5/GNFLOWREQU/RED:4 BEDROOM DWELLING @ J +'� �Co Bdrm #4 AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE //O CPO BEDROOM=440 GPD REQU/RED Q. a 4,3 1 TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. +-1 �Q Bdr SEWAGEDES/GNFLOWTF0V1DED: TWENTYFIVE(25)AD5UN/T5/NBED +� 5 Garage #2 I E I 2. ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THER S POTENTIAL FOR CONE/GUR.4T/ON/N FIVE 5 ROWS OF FIVE 5 UNITS EACt/. , VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 ' ', t}8 Bdr G LOADING. IF UNDER AN IMPERVIOUS SURFACE,SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. Vt=L(44010.74)/(4.0 PTz/FT)/5.0 L0 =24.7ADS UNlT5 +� 4.m 7.r Dinmg Kitchen �� �� i- #3 REQUIRED(25 PROVIDED) �: N , 1 1 3.)TO MINIMIZE UNEVEN SETTLING, ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A i q6'� f STABLE MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 444 GPD PROI//DED>440 GPD RFQU/RED First Floor Second Floor Electric '� �i` � 4.)COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX, SEPTIC TANK CAPAC/TYREQU/RED: 440 GPDX 200% =880 GPD REQUIRED Cable Y�' 1-LOOK P L/\A N cP �9 AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING SEPTIC TANK CAPAC/TYPROVIDED: F1'f5T/NG /000 GALLON SEPTIC TANK Boxes /' / d i Eristmg Septic Components to FIELDS, TRENCHES,AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES ` 10'mn 2 ` be Abandoned(See Note#20) SHALL HAVE AT LEAST ONE(1) INSPECTION PORT CONSISTING OF PERFORATED 4"PVC PIPE A 6A95AGED15PO5AL/5 NOT PERMITTED W/Tl/TIC/5 DESIGN FLOW 10.2' � NOT TO SCALE ,�PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP,TIED WITH 47 :� 5 pk MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. Tank to be UmIzed(see Note#l9) 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A 3 - 2 ' MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC Existrn Se,tic Com onent,/SJ to �� a da VARIANCES REQUESTED g p P < <� BENCHMARK LEGEND TANK, AND NOT S THAN I%OTHERWISE. be Removed(5ee Note.0'2 c7 ± a Top Corner Step G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE Local U .. rade A_. rovalsr 3.L0 CMR 1 5.403 EL= 00(Assumed Daturtij u �_ a a 50 _ J EXISTING SPOT GRADE 40 PVC(OR EQUIVALENT)LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE-4 pg pp Proposed 5A5 µ _ ' CAPPED AT END OR AS NOTED. Variances: 3 10 CMR 15.21 1(1) Minimum Setback Distances. (See _ 24x5 PROPOSED SPOT GRADE a�.z 4Bx2 -��' a 24 EXISTING CONTc7UR 7.)LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE 1.)Sod Absorption System not 20'from Cellar Wall m 24- PROPOSED CONTOUR PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO W WATER SERVICE LINE ASSURE EVEN DISTRIBUTION. i 0.3' Held 9.7'Variance Requested 2� E Parcel 52 T g6 a< u UNDERGROUND UTILITY LINES 8. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE AL CONCRETE ��p��OX� 4 Town Water G- GAS SERVICE LINE 6 O 1P STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. �\ u a�oo���A9 a TEST HOLE LOCATION 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE 2 A�6,2P N ® SEPTIC TANK DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. I CERTIFY THAT I AM CURRENTLY APPROVED B boy Y THE F � r -1 DB DISTRIBUTION BOX DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO \ �o'P° r 48 0 SAS 501L ABSORPTION SYSTEM a 10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED 3 10 CMR 1 5.017 TO CONDUCT SOIL EVALUATIONS AND THAT , ® CATCH A51N WITH MAGNETIC MARKING TAPE. THE ANALYSIS BELOW HAS BEEN PERFORMED BY ME i CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND Parcel 50 i I 01 1 FURTHER t ; I 1.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. EXPERIENCE DESCRIBED N 3 I O CMR 5. 7. R Town Water CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION AS INDICATED ON THE ATTACHED 501L EVALUATION FORM, ARE W uNDAJ. G 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 ACCURATE AND IN ACCORDANCE WITH 310 CMR 1 5.100 S C��II -� USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. THROUGH 15.107 �0o 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS N CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THEL 0 O \ ` ONAL � DESIGNER. z `\ 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE Linda . ' to, Cert& d Soil AWUatoz' 44 BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT 4�� LOT S 2 Sur-vep Work bp.' AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. �. TEST HOLE LOGS Area= 15,44G S.F.± A & H Land Services 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR 618 Route 28, Suite 3 DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO \ rest Yarmouth, AM 02673 COMMENCEMENT OF ANY WORK.THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO Test Hole#I (EL=48.9±) Pb.. (508) 737-1777 Eiivail• anmland®Comeast net DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. Depth Layer Sod Class Sod Color Comments - I G.)CONTRACTOR SHALL VERIFY THAT ALL WASTEUNE5 ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 0"-5" O/A fine-Medium Sandy Loam I OYR 3/2 -40 Prepared for: 5"-22" B fine-Medium Loamy Sand I OYR 4/G 1 7.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY 22"-1 20" Cl Fme-Medium Sand 10YR 5/G Perc @ 58" Barbara Harrington SEPTIC SYSTEM COMPONENTS. � 9G Saddler Ln., West Barnstable, MA 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED FOR STAKING, OR ANY OTHER PURPOSES. PCOpOSeGI SeWaG'e DlSpOSaI System Test Hole#2 (EL=4 38__ 96 Saddler Ln., West Barnstable, MA 19.) EXISTING 1000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSTALLED ON INLET Depth Layer Sod Class Sod Color Comments AND OUTLET PIPES IF NECESSARY,AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE. p y �� "\10 \20 p Prepared by: 20.)EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND 0"-4" O/A Fme-Medium Sandy Loam I OYR 3/2 \ AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 4" 2G" B Fine-Medium Loamy Sand I OYR 4/G 38,a 20-120" C I fine-Medium Sand I OYR 5/G !k3" SITE PLANCSN � 2 1.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED SOIL SHALL BE :. °5 4 , REMOVED FOR A DISTANCE OF FIVE(5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM (J 6 �M i AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. DATE OF TESTING: 1 2/13/10 SCALE: 1" = 20' Engineering SOIL EVALUATOR: LINDA J. PINTO, P.E.,CSN ENGINEERING INSPECTION NOTE: p BOARD OF HEALTH AGENT: DAVID STANTON, BARNSTABL E HEALTH DEPARTMENT O 20 40 GO P.O.Box2030 Phone:(508)299-3250 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN"C I"LAYER Teaficket,MX 02536 Fax:(508)548-5478 PRIOR TO FINAL INSPECTION BY THE ENGINEER,SYSTEM SCALE 1"=20' NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. NO GROUNDWATER ENCOUNTERED C:\C5N\RR-5addler\RR-5addler-5DS Plan.dwg Date: 12/13/1 O Scale:As Shown By: LIP Check:MA Project No.CSNO 137 77 1