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HomeMy WebLinkAbout0575 OAK STREET (CENT./W.BARN) - Health 575 OAK ST., W.BARNI STABLE R� A= - r t f TOWN OF BARNSTABLE " LOCATION 57 S— Q n K S�, SEWAGE# (q^31 VILLAGE ASSESSOR'S MAP&PARCEL �, -03 0 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /5O0 LEACHING FACILITY:(type) !Go G's lb&size) f 3 33 NO.OF BEDROOMS �' OWNER ZV4tnf CIA PERMIT DATE: 23 COMPLIANCE DATE: 7 L(c� 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 � f 0� �00 - IA3 i No. Fee 00 HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes Q / PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS IZipplitation for Disposaf6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No..515 ®�I< ST, W ff?TIKT Owner's Name,Address,and Tel.No. ltr2l SrEf1w Assessor's Map/Parcel ►q T 30 S75 014K 5'1, Ir Installer's Name,Address,and Tel.No. CRk. SAS Designer's Name,Address,and Tel.No. L ,►41 vqC nt�1 �Q.BOX11 kksm" rvLLLs mvi.ol(04 Soo-��_ Q 3y ►uJirt y4V Wll9. � 362 4sY l Type of Building: 0 s-I f Dwelling No.of Bedrooms L/ Lot Size &1 2 sq.ft. Garbage Grinder( ) Other Type of Building e-5 iA 1` No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 94o gpd Design flow provided �/��� gpd Plan Date I L 09 Number of sheets Revision Date Title Size of Septic Tank l s'�C� Type of S.A.S. 6N Description of Soil Nature of Repairs or Alterations(Answer when applicable) clr? 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 b this Boar e9 t e Q Date 61 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued - 1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes iXftplication for disposal 6pstent Construction 3permit /� Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. IY, S1% W.$tag Ws-rAW Owner's Name,Address,and Tel.No. To, .sTff o 575 OVIK ST, U-BKA5y � As Map/Parcel Ig 5j 76 Installer's Name,Address,and fel.No. Designer's Name,Address,and Tel.No. l:.(?� Desi St�.J (� » wvl CafC l,rreer,•� FA QSVW� S V-,L L '0 'IX ., T�� } JV✓1 ST, lr�Vritl�c+i�'1 �, (� Type of Building: Dwelling No.of Bedrooms _ Lot Size 30, 77.8 sq.ft. Garbage Grinder( ) ~ Other Type of Bwl�ding No.of Persons Showers( ) Cafeteria( ) Other Fixtures .. Design.Flow(min.required) !U 1) gpd Design flow provided (/�� �" gpd Plan Date ( 1 q Number of sheets Revision Date Title y \ Size of Septic Tank Type of S.A.S. 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board -al'th. (~ n Date 7 1/�1�lApplication Approved by4ekd � Date Application Disapproved by Date for the following reasons 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 �y��9• —� ` UZ4� 7 �r• at e " Oil►C c—u Boa,"T2�5 has been cons cted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 11) aed Installer ��ga�..� a �d T,xl—�� Designer , r #bedrooms (/ Approved design flow gpd The issuance of this ermit all not be construed as a guarantee that the system will ncti designed. Date �_-7 / Inspector r ---------------------------- ------------------------------------------------------------------------------------------------------- No. �'� Fee THE COMMONWEALTH OF MASSACHUSETTS j�l PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS II' �- Disposal apstem Construction j3ermit I JAI emission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at Li ge 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:Construccko lmust be co/mppleted within three years of the date of this permit. Date /) iai (.� Approved by ) J �. r � r . Town of Barnstable Regulatory Services Thomas F. Geiler,Director • BA MMULE, ' M'S Public Health Division i639. Eo►�° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: —2. - I Sewage Permit# 2013- 3 Assessor's Map\Parce 0 Designer: -DOWN Installer: �L Ssfa,l •tf� Address: ��q I��IN 5i A Address: F4_136-A:J UA5 ►, k�3 VAMU11t fQ9 MA a2475 On Z- 19 (;rzl L '�r�gAJ was issued a permit to install a ate) (installer) septic system at 57 5 OAK ST, WEST W L based on a design drawn by (address) MW!a- A. OJhL4 FE. dated -9-2- 19 (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. 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. H of MAS0 9 0 DANIELA. y�N C ALA �, o` � (Installers ignature) CIVIL No.46502 Po�SS O'NAl (Designer's Signature) (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. Q:Health/Septic/Designer Certification Form 3-26-04.doc TOWN OF BARNSTABLE /r LOCATION S?:' SEWAGE # 9 /-� VILLAGE /9, ASSESSOR'S MAP & LOT Zf -I"a INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER PERMTTDATE: — COMPLIANCE DATE: —02 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 asp®� -f�Oa'� " . .S� �. � s� � ,SL } 42 _ .t _LS ��Y No....... J.: . Flcs....7.5.........._ i THE COMMONWEALTH OF MASSACHUSETTS . BOARD OF HEALTH 0k aow o ��— F..... ....., ............................................ U0 e VIVIVfiration for Disposal Works Tonstrurttun thrrAt# Application is hereby made for a Permit to Construct `>4 or Repair ( ) an Individual Sewage Disposal System at: AA Location-Address or Lot No. .... .5.%.�ks._ .. o .2..J.. .✓.s................ .....I! t�N:_ os,E.Y.. � ..._. ! .�r •�L� Owner Address a .................... ..........1....0.v�� .5................................. --. ....................................vi�c... Installer Address Type of Building Size Lot..__ _ �r .Sq. feet 1-4 Dwelling—No.. of Bedrooms.....................................Expansion Attic ( ) Garbage Grinder ( ) pi Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures ----------•-------------•---.........--------..._...--•-----.......------.........-•---------•-----------------------------.......•••-..._........_... Q WW Design Flow..............S-A.._...... _ UD.gallons per person per day. Total daily flow............ �E" .................gallons. C� Septic Tank—Liquid' ca acity-' allons Len th.i Z__..._._ 6.�.�..._ Diameter................ De th_-r--- -g P q P g g - Width---- P W Disposal Trench—No..................... Width:_..... Total Length.................... Total leaching area........._._....._..sq. ft. x ' Seepage Pit No.._L.. -.z..... Diameter...!__.Q_.......... Depth below inlet....6........... Total leaching area•_.r.a:!!�-...sq. ft. Z Other Distribution box (x) Dosing tank ( ) a Percolation Test Results Performed ...................... Date.....?/�Z� _.........._.. a Test Pit No. I.... .K....minutes per inch Depth of Test Pit...:•/9t......... Depth to ground water........_—.......... Test Pit No. 2...L_2._..minutes per inch Depth of Test Pit..... Z........ Depth to ground water........................ O Description of Soil----®"�. .. dZ.'10✓L......... `� �fe ✓ `fi�.c� 3 �= ¢¢......... .�.$ t•s t'1�G2�11 ' , mod�✓ ...._---•--..._••••••-----••--•-- ..............................4- �3 1Zs ...��> n r r -------- --- -------- Y. 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 iITi L 5 of the State Sanitary Code— The undersigned further agrees not to place the system in oper unti Certificate of Compliance has been issued by the board iealth. 1 y�ate Application Approved By.... ( ""' ..... ----•- -":.; tee ' -. -DaApplication Disapproved for the following reasons---------------•-----....----•--•-----------------------------___._•-•-..................• ......_.............. ..........................•--•-•----------------•-•---------................-•--------------......--•---...---------------••--•---•••--••••••--•••••••••-------------............... ...•--------- Date PermitNo.......... ....................... Issued-----....-----------------............................._ Date ' THE COMMONWEALTH OF MASSACHUSETTS ,, BOARD OF HEALTH - . Appl ration for Uisuoottl Works Cron-strurtion 1rrutit Application is hereby made for a Permit to Construct OG or Repair ( ) an Individual Sewage Disposal System at: G � LvT' 20 _ Location-Address or Lot No. Owner Address- ............................. r .... ..................................... Installer Address Type of Building Size Lot_... ��_z. �' _Sq. feet U Dwelling—No. of Bedrooms..............�--------_._ -Expansion Attic ( ) Garbage Grinder ( ) ~ Other—Type T e of Building ............................ No. of ersons.......__............--.--.. Showers —pa., yp g p � ( ) Cafeteria ( ) a' Other fixtures -----•-------------------------•------.............---.•••._... W Design Flow..............P� ........ ,.5�2?gallons per person per.day. Total daily flow.....__.._..¢ ........-........gallons. WSeptic Tank—Liquid capacity gallons Length_L Z_'.._.. Width.4�.!�_.'. Diameter................ Depth..-S x Disposal Trench—No..................... Width.. ...... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No... ---Z__-.. Diameter...4.0-..--..... Depth below inlet....6.............. Total leaching area...!q ?a'¢'..sq. ft. - Z Other Distribution box (X) Dosing tank ( ) Percolation Test Results Performed by.. 451!1 -_G/l. o_ ...................... Date............. _ _....... Test Pit No. 1---k ....minutes per inch Depth of Test Pit...../.z........ Depth to ground water........................... Test Pit No. 2,1.4 2__..minutes per inch Depth of Test Pit...... ..._.. Depth to ground water........................ P+' ------------------------------------------- --------------...-----------------•----..--.--- ., D Description of Soil_.... . �. a.....?t�•� S�� / ...... �._' _..:S r Dy f o'u!s' 3. :_..1.. ¢------... ... . ?71 � � �%' 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 is 5 of the State Sanitary Code— The undersigned further agrees not to place the system in oper until a Certificate of Compliance has been issued_by the board of-health. /fib' Application Approved BY............... •--!1Z.. ......_... = '..�l-J?...... ,. Date Application Disapproved for the following reasons---------------•-----•------------.•.......-------------•----....---•-------------•.••--......................... .- Date PermitNo. .r...L' "....................... Issued....................................................... Date i �———' —^ ` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _ 72�)4'­> 1;.74 ,. , W.Z-t ......................... ............ ............................OF........ .... .... (Irrtif ratr of Tootulittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( or Repaired ( ) byq —� .._...13�J.ir!�.r�r:�'s ----•-----------•- ..-•------------•-•-----•-----•-------------------------------------------- _ Installer at.....---..d -1 . .....-I-------------. 34;�............................................................................................ 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.........k-�;' ...... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE 6 SYSTEM WILL FUNCTION SATISFACTORY. DATE....................... .` ................................ Inspector.....----.....----- +_:C�l............................................... THE COMMONWEALTH OF MASSACHUSETTS j BOARD OF HEALTH , No.._ ... FEE..„T..........'' �i�uo��tl ork� �un�trttrtion ��erutit �>'` Permission is hereby granted•..........4r..�-�.t�'�c��........ ........ �� to Construct ( ) or Repair ( ) an Individual Sewage Disposal System �{ atNo.:............�•--••-••--- -- ------- -------- ... .... ------------ -•-- Street as shown on the application for Disposal Works Construction Perm o.g/.vs--.-_ Date .. . .. .... ........... 1 j - Board of Hea t DATE................. �l�'� . --•-------------•--•---------•------. r,3 -i Department of Environmental Management/Wvision of Water Resources WATER WELL COMPLETION REPORT ff WELL LOCATION 1 Address T /5, 47 6 � S S 1-'e e T City/Town Lk) . 1)0,rA 5 YG �-- G.S.Quadrangle Map / Grid Location Owner bb�e I so 1-e Address (20 V840 Ri 0.n A:; v WALL USE CONSOLIDATED WELL Domestic lrlK Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones 1) From To r Method Drilled LA 2) From To Date Drilled j� [��J 3) From-To- CASING " 4) From To ' �r Depth to Bedrock Length c20 Diameter Type Is-11C- UNCONSOLIDATED WELL STATIC WATER LEVEL/-r Water-bearing Materials Feet below land surface Sand: fige[9—medium[3' coarse❑ Date measured Gravel: fine ❑ medium❑ coarse❑ Screen: GRAVEL PACK WELL Slot# length from to Yes u No P Split Screen (or 2nd screen) WATER QUALITY TESTS MADE Slot# length from to Chemical Q " Biological ❑ Depth To Bedrock PUMP TEST Drawdown 1,5,—feet after pumping days hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To �e U 1�72d It;n. Cb n� DRILLER i r Firm (Ne_han M Address 100 1-81ox.WO ` City Ci. 9 Registration No. zvr r)a,4A-P �Ope�rmr'sSign.ture Please print rrm V CUSTOMER COPY 25M.10.85.807101 R 7 . . ENVIROTECH LABORATORIES # — 49 Route l3Sndc, Na05a • 50) 88a4O k � � & _ §gE§� Debbie ISol£idis LOCaT ON: tot 19B Oak St. k ADDRESS: Bo 886 W. Barnstable 3 _E Hyannis, !a 02601 COLLECTED BY: Mee a2 SAMPLE DATD 1/3/89 TIME: 11 AM DATE RECEIVED: l/3/89 SkN2 m:ET 337 k New Well 135 ft JOB f WELL DEPTH: % % RESULTS OF ANALYSIS: � q liE, Parameter Units Recommended limit Rs! Co Gr b de a/10 m (F Method) O . O • k � pH PH units «0a 3 6.12 �k = F Conductance umh scm 500 k 305 2 Sodium mg E . 20.0 » 31.6 Nitrate- mg L ICO 4.77 Iron mg E &3 _E .06 — E � Manganese . mg/L 0.0 F ' � K Hardness mg/E as CaCO 500 k � 3 k . E-Z., Sulfate mg/L 250 9 k � w Potassium mg E 20.0 ® K Alkalinity mg/E 200 � 2 Chloride , mg/E 250 Turbidity NTU &O � G ® C&7 APC units 1&O k % kBackground bacteria R 2 k q CONVENT Sodium level is not a health hazard. .7 2 F 2 7 � YES No WATER G SUITABLE FOR DRINKING PURPOSES FOR PARAMET TESTED. � )M« O ::E3 & DATE q 7 _ �. . Vii !!!!!!! !!!! !!lilwwiililawall!!!! �|!!! |!!! #S�!!!!! !�!l!lbk�i!! �!! #!!! �!l!l� k�!!! ��!!! �!!k �!!!!! �!!i #|!!! kl�!!i! �!!! �I!!!! t k�tit 5��!li�7 i ` BASEMENT GARAGE j I I � # 1 4 I 1 I I osxArwie I— -- -- -- — qM19was"" Wig era r.v tow r-0 2" w-e' 5ASEMEN7/GARAGzE FLOOR PLAN tee,u,41 sV4 w.o� b GLOW eager I� DINING BREEZEWAY ii ROOM 5AON ptum i � STORAGE 1 I DECK j KITCHEN d I I 1 w a� R.o. eea�a f over see war see 040 4 y sw ay.o� w.a FIRST FLOOR PLAN RESIDENTIAL DESIGN SERVICE ADDITION TO: IF] E SCALE: AS NOTED NO I DESCRIPTION I AIL MOUTH, MA (508) 833-0551 E-Ka- RCROCUOMAPECODYL7 DATE: 9/23/02 A2 DRAWN R.P.C. SYSTEM DESIGN. SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND MARKED WITH MAGNETIC TAPE OR Cope Cod COMPARABLE MEANS FOR FUTURE LOCATION. Communit PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS NAVD 88 �iolTe Col% e y 99 — EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 9 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING Pond X 99.1 EXIST. SPOT ELEV.PROPOSED CONTOUR[99] TOP FOUND. EL. 155.0 FILTER FABRIC OVER STONE . MINIMUM PIPE PITCH TO BE 1/8" . EXISTING 4 BEDROOM DWELLING \ � w -- MINIMUM .75' OF COVER OVER PRECAST 2� SLOPE REQUIRED OVER SYSTEM 149 3 PER FOOT M° DESIGN FLOW: 4 BEDROOMS � 110 GPD = 440 GPD " NOTE: 2 MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.4] PROPOSED SPOT EL. USE A 440 GPD DESIGN FLOW THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-29 4"�SCH40 PVC -17 PRECAST RISERS - 147.6' MORTAR ALL TH1 ,.: s" MIN. SUMP PIPES LEVEL 1ST 2' 4• COMPONENTS H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE SEPTIC TANK: 440 GPD (2) = 880 y 12" MIN. INT. DIM. (TYP.) INV'S EL. 145.0 4' Locus r' ENDS •:••� SIDES m e•o,e 0 BE IN DANCE WITH 2% sl_oPE of GROUND **USE EXISTING 1500 GAL. SEPTIC TANK t0" 4TEE - p�1.. 14 6 CONSTRUCTION DETAILS T ACCOR° ° ° ° RdTEE o 00SEPTIC TANK 'o°o°o°o°o°o° WATERTEST D'BOX o ;� ®®®®®®®®®® ®®®®®®®®®® '� �UTILITY POLE ' �^�-,, „ _• ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO GAS BAFFLE 'Qo°o°0°0°0° p ®®®®®®®®®® ®®�®®®®®®®® °o°o°�°o LEACHING: FOR LEVELNESS N ®®®®®®®®®® ®®®�®®�®®®® °;00000 BE USED FOR LOT LINE STAKING OR ANY OTHER FIRE HYDRANT SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD145.28' 145.11' � :�o�;o�o�0 43.0' PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 33.5 x 12.83 74 = 318 GPD °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°` 00000000000o0000000o0000000000000000000000000 ( ) o�o o_o_n_n_n.n o 0 0 0 0 0.._�_0_n_o.o 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ALL AROUND PRECAST STRUCTURES TOTAL: 615 S.F. 455 GPD s" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND Wequacquet USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROM BOARD OF HEALTH. Lake THE INSTALLER SHALL VERIFY THE U' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL WITH 4' STONE ALL AROUND DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND (4.6 SLOPE) ( 1 � SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY 137.5' BOTTOM 1TH-1 PORTION OF SEPTIC SYSTEM FOUNDATION EXIST. SEPTIC TANK 20' D' BOX 13' LEACHING NO GROUNDWATEIR FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 =2000.f MA FACILITY REMOVED BENEATH AND 5' AROUND THE PROPOSED APPROVED DATE BOARD OF HEALTH ASSESSORS MAP 195 PARCEL 30 LEACHING FACILITY. **INSTALLER SHALL CONFIRM MINIMUM SEPTIC 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND TANK SIZE AT 1500 GALLONS AND ITS SUITABILITY . REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. FOR RE-USE. REPLACE WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF o � NOT SUITABLE I 1k9 rho TEST HOLE LOGS N ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: DAVID W. STANTON RS s� 2019 7 31 DATE: / / PERC. RATE _ < 2 MIN/INCH 1q9 50 1 151 CLASS I SOILS P# 19-92 1k9 ELEV. ELEV. 2 0" 149' 0" � 149' s� 1k 148 A 150 52 FILL LS. -4�, 1 OYR 2/1 LJ A B o o LS LS 1y2 z - ; �, 149 10YR 2/1 ��, h o do 90" 141.5' 30" 10YR 5/8 146.5' "Ir6 B oy LS C 1k� PERC 1 OYR 5/8 'sue 0* 1k 108" 140' MS \O//F a \ � C 10YR 7/4 BENCHMARK: MS CEMENT BOUND 10YR 5/6 =150.3' NAVD88 °yF 138" 137.5' 132" 1 137' tiF i51 152 NO GROUNDWATER ENCOUNTERED \ 1�� 155 \ GRAVEL -.PhLAN TITLE 5 SITE F" h� 7 67 0 \ DRIVE OF 5' REMO L OF UNSUITABLE SOILO 1q9 \ \ QUIRED AROU PERIMETER OF `9 \ #5 7 5 OAK STREET LEA HING FA TY. SUI ABLE LAYER. REPLOCE S, CLEAN MED. SAND, TO EET WEST BARNSTABLE, MA S ECIFICATIONS OF 310 CMR 7�i 1 15.255(3) \TN.1\ \ \ C? EXISTING PREPARED FOR 51 752 DWELLING ^rye TOF - 155.0 JERZY STEPIEN 00 o \ _ 155 DATE: AUGUST 2, 2019 `n TH2 AUTION 154 'sue Scale: 1"= 20' -EXISTING I GAS,,LIN GA N E � 150 0 10 20 30 40 50 FEET i 'OF DANIEL tipsM�SSa� 154 o A. �` DANIE!..A. ti�P 152 OJALA °'! o OJALA off 508-362-4541 s No.40980CIv1L N fax 508-362-9880 6 > > 4' 3 465 -o No. 02 � downcape.com © I S8T 00' " 's ss "°SUR,�y 'a °��sS�>�%����� 00WO cope L&P ifteefing MC. v, 141 .11' s� 'a't�rAL E , � civil engineers c land surveyors � J O fz- 11,P\ r ~—� 939 Main Street ( R to 6A) \ DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 LICE ## > 9-230 19-230 -- — — i I i • 4 ww MANHOLE COVERS TO EXTEND TO WITHIN 12" •"OF FINISHED GRADE - IOe&/5 s� c °--- 10' MIN. � ` _ � M P 2" MIN. i✓ L Z3000, 12 • ` I?.M V t/ Y ... .. GAL. / r 'c� sY �, '•�-/y_Sv�/E { Lp}-r�.� ?_;0 D.B. v U 20' MIN. S.T. " ►� • 21 SOIL TEST LOG �� LOCUS MAP ! =Z�Dpd -G ; z ��. PROPOSED " SEPTIC SYSTEM .1 �' �.z GENERAL NOTES I PERK RATE � ��/�.1.� �`_"` ELEVATION -- NO SCALE L�,g.c-/��iy "/7 DEPTH EL. DEPTH EL - ELEVATIONS SHOWN ARE BASED ON V 5 � S PA7!JM o '.- 9 ° ` /Z 7 SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE ra/so�L _/z 8 oy0sd.11 �, 40 PVC:. /26+5 DESIGN COMPUTATIONS (LEACHING .CHAMBERS ) . SgNo f,NE THE: BOARD OF HEALTH SHALL BE NOTIFIED PRIOR .r S/}x�DY NO_ OF BEDROOMS �- Det�Lo�it-• GcRY --^�-^• , 4- DESIGN FLOW 110 GPD . x s�l7 TO BACKFIL.LING. OF SEPTIC SYSTEM. LEACHING RATE < M/iw SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE dAti3O fniE PROPOSED LEACHING COMPS. CAPABLE OF WITHSTANDING A H-10 LOADING., UNLESS AREA BOTTOM .'co •II . 1.0 gal. / f t. Nn,of SPECIFIED OTHERWISE. sro�/E" a �. a SEPTIC: SYSTEMS UNDER DRIVEWAYS SHALL COMPLY �raNE AREA SIDES 2.5 gal./. ft. 2 ' _ WITH A H-20 LOADING. i . 11 A b 'f1'R x z X 1-6 ! 3. I4 x z sx zx I -� !- '�%' f THE DESIGN AND COMPONENTS OF THE SEPTIC 144� J . 117 r¢!'� , �!S A S=:z Tr Hx.7.xz_ -=2x3.14 x.5X�x2 x 2.5"= ,�.:.�;_. . . -SYSTEM ' , SHALL BE IN COMPLIANCE WITH THE STAT 18 2z _ � _ OF MASSCHUSETTS SANITARY CODE . TITLE Vs AND SOIL TESTS CONDUCTED ON - �. ______ TOTAL LEACHING CAPACITY /...�. ;° PO BY HFrPB,Ei�'�'C�jlf,o.D/y'; _P.E. a• OBSERVED BY � . • . SHALL BE IN COMPLIANCE WITH THE LOCAL BOARD TOWN OF �/�-S�/�6�� B.O.H. AGENT 'E NN`f�"� SEPTIC TANK CAP. 150% x /D99 /�`� � � mil- � OF HEALTH RULES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR -- -" ' LOCATION OF ALL UNDERGROUND UTILITIES AND SHALL NOTIFY DIG-SAFE PRIOR TO CONSTRUCTION.K ' _ �C a r .01 EY �. �- o p �''''�.13� 13� /J ,,•�,,,'�`".�. --.. \' �, , '�'� "S�' 1.�i tXISTING CONTOURS PROPOSED CONTOURS ACE• � �• Iti b�,,..- ;� � � � `'`�,; �� • OBSERVATION PIT .. DISTRIBUTION BOX (DB) i - 3 � 9D ' �, = � ,,�� y� ALE �- is 1 �w ,� 3,�. '� ._._ (ST---.� '( 3� f �.8 — SEPTIC TANK ) Q• - i " ` o LEACHING PIT OR [-3 FLOW DIFFUSORS Sr� `..•• I P -- tt. _ /3� RESERVE LEACHING PIT V ._ �' � a�� /' .mow...-�l'` TOf d�'V✓A �'�, LQ •-0- UTILITY POLE (UP) . .� _ CATCH BASIN ( ! W WATER �. ---G GAS � 4 _._..E ..._ ELECTRIC Xi38•S + 0'� •"' o --T TELEPHONE X SPOT ELEVATION . JulD Ad VA,_4;1, T 30 CT: ._ PROJE /TE idLi3' �`� j}N� 0. -�. T.._ DRAWN 11I n , • S O. 3� MAP N0. .LOT N .. r '",,,,,,��„ ,,:`.• �' ', E: _�E�TIC: s>'sT4"`M. : : .. �- _ c.T /o/ _T -_..__...