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HomeMy WebLinkAbout3611 MAIN ST./RTE 6A(BARN.) - Health Barnstable, . .............. ............ .� of -197 Town of Barnstable P# oFINE y� a Department of Regulatory Services Public Health Division Date 9 MASS. . Y� 1639. �0� 200 Main Street,Hyannis MA 02601 Date Scheduled s l �� Time Fee Pd. So'l Suitability Assessment for Sewage Disposal Performed By: � .(Iv1� `- ,d Witnessed By: An -"LOCAT ON & GENE' INFORM N ..MA ATIO ' Location Address F�6 L �^ 6�. Owner's Name /� LL 0 e _ Address . -4-. Assessor's Map/Parcel: Engineer's Name O0.(A) ►\- r.. NEW CONSTRUCTION REPAIR- Telephone# W 0136 �6'I Land Use Slopes(%) Surface Stones � + t" 1 / _ Distances from: Open Water Body Z/ U _ft Possible Wet Area 7/SO ft Drinking Water Well N/O ft Drainage Way ft Property Line ft Other �J ft C> SKETCH:(Street name,dimensions_of lot,exact locations of test holes&perc tests,locate wetlands in proxi,51 holes)-. u CD I ;,J Parent material(geologic),./V/ma,, , Depth to Bedrock -7. Depth to Groundwater: Standing Water in Hole:A "ti C\ Weeping from Pit Face Estimated Seasonal High Groundwater Ol.� T DETERMINATION FOR SEASONAL HIGH WATERryTABLE 3 _ r. .. _ Method Used: Depth Observed standing in obs.hole: ' _ in. Depth to soil mottles: in. �-y Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION'TES- T -'gate' T me�o _ _ Observation Hole# ) _ Time at 9" Depth of Perc g Time at 6 _ V Start Pre-soak Time @ U6 ��; 2�' Time(9"-6") '4 End Pre-soak /,9:8 �U'r Rate Min./Inch t LLI Site Suitability Assessment:.Site Passed Y Site Failed: Additional Testing Needed(Y/N) A Original: Public Health Division Observation Hole Data To Be Completed on Back----------- *If percolation test is to be conducted within 100' of wetiahil,you r,�ust first notify the Barnstable Conservation Division at least one(1)week prior to beginning. , Q:\SEPTIC\PERCFORM.DOC F DEEP OBSERVATION HOLE LOG =t , ji Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 94 62- BLS DEEP OBSERVATION HOLE LOG , Bole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Boulders. r` - Consistency.%Gravel) 6 -9 A,m /v % `g '4 /v yly yG_ /s(, r DEEP OBSERVATION HOLE LOG, Hole# r Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency_%Gravel) DEEP OBSERVATION HOLE LOG u, Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 10 A L /� Y�VZ- 1,0-112 Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No— Yes Within 100 year flood boundary No Yes Death of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? '7/.-24 If not,what is the depth of naturally occurring pervious material? Certification f I certify that on �F (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 training,expertise and experience described in 310 CMR 15.017. Signature &j &-;'C. Date Q:\SEPTIC\PERCFORM.DOC ------------------ No. � )3 c¢'S Fee. 11570 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS disposal i�pstem onstrurtion Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at '2>G// )7�- G jj 1?2f r W-1,yc-�n I 'r- 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 pe it. Date 7�)t ) `3 Approved by Town,of Barnstable_ ,-, , r# l0 Department of Regulatory Services ` anrwsVnx -- Public " Public Health Division Date MAVA 1639. 200 Main Street,Hyannis MA 02601 •/�� �, - MAyA' Date Scheduled 01 Fee Pd. b Soil Suitability Assessment for Se , e Dis OJIF a Performed By: i. Witnessed By: - _ % LOCATION& GEN_ ERAL INFORMATION Location Address ` Owner's Nae Wi`1113i11 Doe m " 3611 Route 6A Yesteryear Nom. Trust Barnstable` f Address 3611 Rt 6A, Barnstable' Assessor's Map/Parcel:- w ^` ,, Engineer's NameSWeetseY Engineeri g NEW CONSTRUCTION REPAIR XX Telephone#, 5 0 8-3 8 5-6 9 0 0 C�J. � Land Use �����" T�}C Slopes(%). .Q- //o Surface Stones /'fpo"v�/ Distances from: Open Water Body ft Possible Wet Area 7h!ft Drinking Water Well "/ . 'ft. Drainage Way ft Property Line Other ft k SKETCH:(Street name,dimensions of lot,exact locations of test holes'&perc tests,locate wetlands in'proximity to holes)'` c' 1,.1 :,s'.«`.'1 1$.f�r `�.',�f� ';���,ziLw'1 ��{4`�•-_ ...�_..._ _... .� . ­4 i .. is .-ru i '.... `° tti•. z r l �:. S �.,...�- _ Ova e _ - - ZE 40 l Parent material(geologic) ar r%d# Depth to Bedrock � 4 Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater �L Zf' DETERMINATION FOR SEASONAL HIGH WATER TABLE _ Method Used: T �/'�1/�7` .. . __>. ^�/ ._ Depth Observed standing in obs.hole: l in. Depth to soil mottles: in. De the to weeping from side of qb hole: in. Groundwater Adjustment ft. Index Well# � Reading Date: Index Well level ZZ•7 Z Adj.factor Adj.Groundwater Level Ios _ PERCOLATION TEST Date 7 Time Observation e _ Hole# Time at 9" ,. Depth of Perc "� �2->Oi°°raZ .. ►.f, ! t Time at 6 Start Pre-soak Time @ _ - t9,'.�• ,Time(9"-6") End Pre-soak Rate Min./Inch t' c Z ' i ,`, h c�n, .ill,_ Site Suitability Assessment: Site Passed ft =Site Failed: ,Additional TestingNeeded(Y/N) {* Original: Public Health Division'- `, t-' .s " 'Observation Hole Data To Be Completed on Backs-�---- -- ***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:\SEPTIC\PERCFORM.DOC DEEP OBSERVATIONN HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color , Soil Other Surface(in.) (USDA) .(Munsell) Mottling (Structure,Stones,Boulders. ` Consistency,%Gravel) d-�7 �P �a�y��� lo•�C�j ,� R�� G�-�Z C�' ` ��•Cow !a�`� �� .. r_ DEEP OBSE_RVATION H L OLE OG _" w s Hole# Depth from v Soil Horizon_ Soil Texture Soil Color a Soil _ Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc' %Gravel J—0' DEEP OBSERVATION HOLELOG N Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven Flood Insurance Rate Mal): 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 pervious 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 C, I certify that on / (date)I have passed the soil evaluator examination approved by the Department of Env' onme otection and that t ove ana ' was performed by me consistent with the required tra' g, erti a de nce c 'be 15.017. Si atur Date � � Zo/ a Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION 36 !J rZ t (o/I SEWAGE# �Ol 4-3S I r VJLLLAGE /3gr n s An J!e ASSESSOR'S MAP&PARCEL• '�1'7.^ 4 INSTALLER'S NAME&PHONE NO. 1`zI1,5 Q r&TIOrS SEPTIC TANK CAPACITY ,So o LEACHING FACILITY:(type) v0' C,4AW 66.4 (size) NO.OF BEDROOMS OWNER w _i ✓l G PERMIT DATE: gya4,1/4 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) Feet FURNISHED BY i \ 1 1 -7:5 A- IO � r oj6~— � ' e , 3 1 ., all S ON Fee THE COMMONWEALTH.OF MASSAC USETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes O Zipplitation for ;Disposal *pstem (Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 6/f 40-619 14i3O(9✓,e Owner's Name,Address,and Tel.No. 4—r'I1r4.,,- Doi Assessor's Map/Parcel , 3 6. 2 _ Installer's Name,Address,and Tel.No. 5'0b- 3 Ga Ga 3) Designer's Name,A dress,and Tel. 3SkP— p� 71-1 Type of Building: Dwelling No.of Bedrooms �'` Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date a L� o)L� Number of sheets < Revision Date Title Size of Septic Tank /�'o�/ Type of S.A.S. S'Cjo �Q 00-Z7 Description of Soil Nature of Repairs or Alterations(Answer when applicable) S",e,o c'rhe i1 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 He th. ' i d Date 7 �F'" Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued 0 NIJ6- •+ V �a f la f'�`}fll� � t Yo. Fee THE COMMONWEALTH OPWASSACHUSETTS Entered incomputer: - O PUBLIC HEALTH DIVISION -TOWN OF$ARNSTABLE, MASSACHUSETTS Yes 01pplitation for Mispbsaf Opstrin Construction Vermit 4; ;Application for a Permit to Construct(' ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ��/j n. Co A 135 a f�9/�Y Owner's Name,Address,and Tel.No. � Assessor's Map/Parcel 6 </,, .(,, ?�; ,5✓5 s3/s Installer's Name,Address,and Tel.No. S`c 3 Ga,. Designer's Name,Address,and Tel.N&-,j-3-1;1S G S a- /�/i;$ S4 cep � eic�i a ,n yr %. C✓ �r 1 _,l� /�'' ✓ /'G (i7 y y 7/` Type of Building: v Dwelling No.of Bedrooms t'r '' Lot Size sq.ft. Garbage Grinder Other' Type of Building No.of Persons Showers( ) Cafeteria(� ) ` .,. Other Fixtures , a I' !.Design Flow(min.required) gpd Design flow provided gpd Plan Date,,. „'c, /;_ o� /L�Number of sheets Revision Date i 4 .�. Title v # Size of Septic Tank l yocr,, Type of S.A.S. S GO 60 9 47 Description of Soil SPP Sc j t Lc� I ' Nature;pf 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 ram. Compliance has been issued by this Board of Health. ,� f� - cs i ed /1 Date - v Application Approved by Date Application Disapproved by Date for the following reasons Y }r=` Permit No. Date Issued x ---------------------------------------------- -- - ------ - - - ------------------------------------- ' THE COMMONWEALTH OF MASSACHUSETTS f BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned(. )by t /!a S d Cc,i)r, 4 Ct,j," i at J n fi G V�J i;n �' �a ;3 �, has been cons cted'n ac ord a ce with the provisions of Title 5 and the for Disposal System Construction Permit No at Installer I t�i',S 6 o I%r r Cc S Designer S t„ 4414e r 1_n,I' #bedrooms "I Approved design flow ,{ /}�. gpd The issuance of this pe it Mall dot 4 constrffed as a guarantee that the system �fu1ction crass deesigne Date ' s Ins ector - ------------------- -- ---- ---- ------- ---------------- -- ------------------ ------ No. / . --� Fee s/r— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i3ermit Permission is herebygranted to Construct( ) Repair( ) Upgrade( ) Abandon( ) .,System located at a m a 1- (p wand1s 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 tXust be ��;e) ithin three years of the date of this permit. Date Approved by ." a Town of Barnstable Regulatory Services Sl. Thomas F. Geiler,Director MAW} 3mPublic Health Division 639. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: Sewage Permit# AO i 47 Assessor's Map/Parcel 31,.7 4- Installer& Designer Certification Form Designer: � � �"'�^'° %�� Installer: Zt-is 73�S : C� `,,, g '� Address: 1`2 x 7 3 Address: 0-V7 N_,&9::±s( 4-z On J- 'd•0- 1�1 GuS ljxt5r, Cv,4J was issued a permit to install a (date) (installer) septic system at��C "��� rf'n�✓f�?� based on a design drawn by (addres's) e5:Jd-O t Ze-1-JAvk IL dated (designer) —Z 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 required) w s inspected and the soils were found satisfactory. \n I�A OF&f q`pS�cti TERENCE �� M 4 (Installer' ature " HAYES `� No. 979 I S T ERGO (Designer's igna e) (Affix Designer tamp 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 formsWesignercertification form.doc INI N f8Cl ATION " - `,a ' . " x SEWAGE'PERMIT NO. 4�X-LLAGE A & B CESSPOOL SERVICE 128 BISHOPS TERRACE, HYANNIS, MA 02601 BUILDER OR OWNER /98 V DATE PERMIT ISSUED Z- DATE COMPLIANCE ISSUED ® — fir i s e day y� 60 99 � 0.......►:.. :_.�� F�s. ...15.00....... 0... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable ...........................................O F.........................................--------------------............................. It ;. . ppliration for Uhgp sal Viarkii Ton,itrurtion Famit { t Application is hereby made for a Permit to Construct ( ) or Repair (x) an Individual Sewage Disposal System at: ........................................... Location-Address or Lot No. 1di11iam.Dm..----•........... ...................•--•-----•--•----•--........ .................................. Owner Address W 128 Bishos••Terrace Hyannis, MA 02601% vice.............ABC p , Installer Address , d Type of Building Size Lot...... ..................Sq. feet ; U Dwelling—No. of BedroomO...........................................Expansion Attic ( ) Garbage Grinder ( ) , Other—Type of Building ............................ No. of persons............2.........--.. Showers ( ) — Cafeteria ( ) G4 Other fixtures ----------------------------•-•• ... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.---............ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.........---.--..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) , Percolation Test Results Performed by.......................................................................... Date.....................z.................. aTest Pit No. 1................minutes per inch Depth of Test Pit.....................Depth to ground water........................ Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ , •-••----•----------------------•--------------•-------..................................................-----••---••-•----.............._..._......--•.•...-- 0 Description of Soil......................Sand............................................................................... U ----------------------------------------•-••---•------•---------.......--•--.........._..............................----......--••---•---------•---.............................••---...---•-•......--- W UNature of Repairs or Alterations—Answer when applicable.. 11 tfll].�tiorl__of:•a,-.1,000•-gallon•-leaeh_T t --s-tarn...packed.-•(av eXn.aw.).x................................•..-•--••----•-------•----•---------------------•••--•-•-•-------------------------•---•--•-•----•-•--•-•---- 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 lace the system in operation until a Certificate of Compliance has been issued by the bo d o h n ::....... .- '.-- 1 0 ........................ --... . --3 .84.......•-- e ApplicationApproved -- ----• . ......••-------------------------------••--••••-----•---.._...............••. ate Application Disapproved or a ollowing reasons: .. ......................................................................................................................................................................................................... .Date §: Permit No......... .......................................... Issued_------•-•-1/03/ .: Date AZc '..54z.3.......-- FmA...15.00 .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town ...................OF...........BaMB-taMe............................. Appliration for Diipoii al Workii Ton,itrnrtion rnmit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: 61L.Mai m.at,.zeet....B.4 ........................................... Location-Address or Lot No. .t� 2316m-.a�---------------------------------------------------------------------- o Box.-�3-.��...suab i..MA ...................................... Owner Address a A__&__B_Cesspool._S®rvice......................•--_--------•-_--•--_• .....................128 Bishops.Terrace.,.Hyannina MA 02601 ....... Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms3...........................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............2_.....__...__ Showers ( ) — Cafeteria ( ) pa Other fixtures --------------------------•---•- w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... ground water Test Pit No. 1................minutesp er inch Depth of Test Pit.................... Depth to round water.......__._._........... G14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ t4 ....•-••••-•-••-----•-------••-••-•....---••-•----•••••...............•-............._......._•---•-.................................................I.......-- ODescription of Soil......................,S.Md........................................................................................................................................ x U ..--•-------•-•-•••••-••-•-••--•--•••••.............•--•-------•--•••••••••-••-•-••---.--•----•-•-••-•--•--•••-•----•--------•-••-•-•••-•------•---•-•--•-------•-•-•-•-•--•---•--•---•----.._......•--- w VNature of Repairs or Alterations—Answer when applicable.1218t4la�ti oil_of a_l j 000._gal]on leach pit ..$ one -------------•--••-•--------•----•-•--•------•-------....---------------------- 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 furttier agrees not to lace the system in operation until a Certificate of Compliance has been issued by the bo -rd f h Ita n 1-�- -- -•--•----- ....... 1�03J84 r. Application. Approved By .. ..... __ ........................................................... f Date Application Disapproved r e ollowing reasons---------------------•-•----.._..---.......--•---•-------------•----•--------•------•---.._....-•••----••--•.... ...............................••--•••--......__....-------------••-•-•••.....----•---•---......----•••••..--••--•----•-•...._.......----...••------•-••--•-•----•-•---•---------------------•-•••-•-.--- Permit No......... --.......................................... Issued.. I � /�- Dale Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..............Town.................OF....................Barnstable. ..................................... ............. Trr#ifirtt#.r of Tontplittna THIS 1S TpD CERTIIFY Tit the IInnd�v du Sew e Dis osal ste con uct ) or Repaired ( x) , A & B Cesspool Sery oe, i i3 iB lops errace, l axin B, 1 VL�01 by---------- -------------- - .....• ....-- --- -.-. -----.-.. . ------- - -------------- ----•------------•-----------•-•------•-----•---.--•------------ at... Installer-Main Street, Barnstable, MA - William Doe ------•-----------------------------------------------------------------------•-------------------•--•-------..-----...----•-•-------------•----------•--------------•---------..._ has been installed in accordance with the provisions of TITLE, j oe State Sanitary Code as,cjc�jbed 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................. ..... ....... Inspector.......... . V THE COMMONWEALTH OF MASSACHUSET-S BOARD OF HEALTH Town Barnstable 84- ..........................................OF...................................................................................... $ 15.00 No......................... FEE........................ . �to�o�atl ork� �on��rttr�ion rrtni� A & B Cesspool Service Permission is hereby granted..............................................-•---•---•------••••--•---••----••••••-•••••••••-•---.........•••••...................•...•--•• to Const i or air an I d' ual era os lygif Min 5-4et�. �aznE a'��e, A� $fib ' sakaft'am Doe atNo...................................................................................................................... ..... .---------------------- ---- •-•-••......•....... Street s 1 03�84 as shown on the a li tion for Disposal Works Construction Permit _'::........... ed.......................................... Board of Health DATE. ' .(�._ .............. ..................................... FORM 1255 A. M. SULKIN, INC., BOSTON �\' ppw RF­ so Dun TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE_ �_� - SOIL TEST ELEV. = 100•00_ 110 FT. MINIMUM 10 F- MINIMUM FROM SLAB DATE ES SOIL TEST Y 1 Q14 P _ I ,-- CLEAN SAND SOIL TEST DONE BY ��€R_�C3,I,�dEVRING (ASSUMED) i CONCRETE I \ 7-INSPECTION PORT WITNESSED BY _Q,_I�IQBANQI-_______ COVERS ! r-LOAM AND SEED �p� 4" SCHEDULE 4�0 PVC PIPE I '� OVATION HOLE 1 ELEV.=_ `8&8 MIN. PITCH 1/8" PER FT. \ 1 LAYER OF - -- /8' '0 ,/2" PERCOLATION RATE MIN./INCH IN C2 HORIZON j WASHED STONE _ �8B•75 OR FILTER =ABRIC i VENT DEPTH �CORIZ TEXTURE COLOR �MOTT. ;OTHER 3.00 I 4" CAST IRON PIPE " ._ 87.50 MIN. NOT REQUIRED LOAMY SAND 10YR5/1 (OR EQUAL) MINIMUM -Y- PITCH 1/4" PER FT. \` FLOW�� TEE z 047-oiW B47 p SANDY LOAM 10YRt6/6 NO ROOTS �EVELE g ! _ - -- -- FLOW LINE -,- °i ! 72-14 C2 MEDIUM SAND 2 5Y7/4 �.� ;70 ° WATER ENCOUNTERED AT _ 120T ELEV. 76_8 J/ � ELEV. _ - --- 2.0 ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o 0 L.E VE_ - - ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ° OBSERVATION HOLE 2 ELEV.=_ ELEV. _ � BAFFLE ELEV. _ _ .40 6 SUMP ` ELEV �3 DISTRIBUTION ELEV. _ ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ 1 ° �° ° PERCOLATION RATE __<__�_ MIN./INCH IN C2 HORIZON LI UID OUTLET �il'11V -� _ o °° !o ° ° ELEV. _ _ _ DEPTH H'ORIZ TEXTURE COLOR MOTT. OTHER IIJIn 0-38" Ap LOAMY:SAND 1OY(R5_/1 NO ROOTS _ - 5 EET 14 INCHES (TO BE PLACED ON FIRM BASE) IF MTo OREETNAN WATER ONE OUTLET ET 3 900 GALLONONELI�YAN�� -_ 4 FEET 4 INCHES 6 FEET 24 INCHES 1500 GALLON PLACED ON FIRM BASE) 13 X 33 X 2 TRENCH FORMAT!ON� z 35-50 B SANDY LOAM 1OYR7 .1 WELL A W 47 -- -- 7 FEE' 29 WCHES (TC BE _____ _ �&2 50-78" C1 SILT LOAM 10YRt7/18 FEET 34 INCHES SEPTIC TANiK 5 ZONE �____ __. SOIL ABSORPTION -- 3/4" TO 1 1/2" CLEAN -� � , INDEX 22.7Y (6/2014) DOUBLE WASHED STONE �*/� i ADJUST_2Q 7B-14a" C2 MEDIUM SAND ,06 2.5Y7�4 - 76.8 FREE OF FINES & SILT SYSTEM (SAS) - WATER ENCOUNTERED AT __ ELEV. a USG SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED SWARERATABLE (7/1/2014) ELEVBLE WATER TABLE . = __18A - NOT 7; SCALE BOTTOM OF TEST HOLE ELEV. = I i DESIGN CALCULAMONS NUMBER OF KDROOMS GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW --- ---- - ( 1110 GAL/ft/bAN X A OR.) AAQ_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _ GAL. ACTUAL SIZE OF SEPTIC TANK 1 GAL. SOIL CLASSIFICATION I DESIGN PERCOLATION RATE S_ MIN./IN EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA SO. FT. 1 1l�6'1 INLEACHING CAPACITY (AREA X RATE) AMI CAL./1DAY 613,00 X 0.74���"Y RESERVE LEACHING CAPAC,IT ..MSC.. GAL./DAY 64 j l NOTES: ALL. WORKMANSHIP AND MATERIALS SMALL CONFORM TO D.F:,P TIT LE TLE 5 AND THE TOWN'S RULES AND REGUI.. 98 ATtON5 FOR 96.4 .5 THE SWB$URFACE DISPOSAL OF SENVAGE. 8.0 ✓ • i. ALL COVERS TO SANITARY UNITS SHALL BE. BROUGHT TO i WITHIN 6" OF FINISHED GRADE i 9 0 7.7 _i ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF i✓ ^ �•` 1 po' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN _ �8. ✓ ER I 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE OF USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 1 6 �97.4 , 5.9 ✓ ✓ j TO GRADE SHALL 97 3 i• 4. ANY MASON�AR�Y UNITS USED TO BRING COVERS >> T ��9 i'✓ BE MORTARED IN PLACE. '� ✓ j 5 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPUCANT IS TO � ✓'� L OBTAIN SiUCIH DETERMINATION FROM APPROPRIATE AUTHORITY. 97.5 /\ "' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 96.6 < S TO CALL "DIG-SAFE" AT 1-888-3a44-7233 AT LEAST 72 HOURS I �•, \ PRIOR TO COMMENCING WORK ON SITE. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 96 , 8.6 8 93.6 1 SITS CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION �- .`.-.� y ,. ) j IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 99 0 IMMEDIATELY. �-- -� A6.7 d7.5 98.8 \ 6 AL r 8 PARCEL IS IN FLOOD ZONE 1� II , 9. LOT 'S SHOWN ON ASSESSORS MAP _ �_ AS PARCEL / I 9 9.2\ Ak 1 ` '0. ALL 'UNSUITABLE MATERIAL SHALL BE REMOVED FROM LNrDER AND FOR A MINIMUM OF 5' ARCN.INO 501E ABSORPTION SYSTEM AND BE REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255c(3). � -I�i- 11. THE INSTALLER IS TO GIVE TIHE ENGINEER A MWIMUM OF 48 HOURS I 1 97.3 93. / ! t I " (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). 96.0 \ 97.5 \ /a�`TE�` 12, EXISTING CESSPOOL IS TO BE PUMPED AND BAICKFiULED. 96.1 EX1S ryN 1 ;' M p 95.6 41 p CC/NG \ \ 0 Hp, / AL Z_ � 8 I MS , 97.9 / AL 1 95.4 / A Sent r�R� \ ' • _ ' 96.1 / f ,dig .. F_ ROBIN 710TALrAREA SkfO AL j WIL l M `r ' 495,566 t SF. \ \ 5.0 / / c> 1t` !vc11.4 t AC - � - t Nil LLOWZAND -269,30OtS.F \ \ 93.3 �\ -�� C.O. / GJST�¢ \ 930 _/ " \ \ 3.7 POOL (FILLED IN) AL AL 93.2 . 85.5.E 9 / / A AL 9 Ak AL 1 oo " " - " AL _- �� �- - - - - - ---- -- -- AL , APPROVED: 61OEAtR® OF HEALTH • 84:8 \ I 88.3 f ---T500 GALLON \ SEPTIC TANK TEST 1 DALE AGENT SOIL LOT A EP'PI� F�:3 r0 TA A REA PROPOSED IGND. I � � ( FOR ox . / � 495, 566 �- S F. �� o�` � lYE5"TERYEI►R NOIIt.TRUST / 17. 4 � A C' ! UPLAND - 326,266 _- S.F. LOWLAND ^� 169, 300_tS.F. ; L©c q1t11 0OMTE I8A sql� R5.4 l ROUTE 6,4 BARNSTABlA10'ch . T�ST 2 _ _4 OD" ^� ` 84.8 OVII� QQ J zNNARM ' LIMIT OF 5' 203 SETUCKET ROAD / OVERDIG z 508- P. 0. BOX 713 m 385-6900 SOUTH DENNIS, MASS. 02660 LEGEND: J EXISTING SPOT ELE'v'A710N 00,0 0 DATE ,U L Y 2, 2014 SCALE 1 " = 2 0' i EYISTING CONTOUR -- --00-- FINAL SPOT ELEVATION � FINAL CONTOUR - I I SOIL TEST LOCATION UTILITY POLE -D- ® -- ------ -_-- - - L-- REV. J08 N0. 7413 TOWN WATER -W--W- j CATCH BASIN ^®) GAS LINE TE OVERVIEW ti NOT TO SCALE �_ L OCAT!ON MAP ! REV. SHEET 1 OF 1 CLEAN OU' C.- -'- -- ---. _ IL CESSPOOL C.P. C. S8 PROD 7413-00 dw J141J-SA:S®WG 0 2014 SWEETSER ENGIINEERING BARN SYSTEM ONLY LEGEND SYSTEM DESIGN: SYSTEM PROFILE NOTES Barnstable Harbor PROVIDE WATERTIGHT MIN. 20" DIAMETER (NOT TO SCALE) WATERTIGHT AND SECURE COVER TO FINISH GRADE 1. DATUM IS'` ASSUMED FROM GIS ELEV. 99- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED SILL AT SIDE DOOR EL. 42.0' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO d X 99•1 EXIST. SPOT ELEV. WITHIN 3" OF FINISH GRADE 2. MUNICIPAL"WATER IS AVAILABLE DESIGN FLOW: 2 BEDROOMS ® 110 GPI = 220 GPD 5 39.0' F39.70 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. eti�°J LOCUS o PROPOSED CONTOUR USE A 220 GPD DESIGN FLOW MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER YSTEM 38.0 e�a�01, AASHTO M288 CLASS 2 NON-WOV GEOTEXTILE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.4 ... PRECAST H-10 OVER 3/4" TO 1 1/2" DOUBL ASHED STONE MIN. 24" COVER TO BE AASH6 H-10 (NOTE: SAS TO BE H-20 DESIGN) 3 a PROPOSED SPOT EL. RISERS (TIP.) ri 'f'o o 6 TH1 SEPTIC TANK: 330 GPD (2) = 660 4"SCH40 PVC 2'0 4"0SCH40 PVC 4la-6,9 4 *; PROP. TEE PIPES LEVEL 1ST 2' T 35.0 5. PIPE JOINTS TO BE MADE WATERTIGHT. o00 TEST HOLE USE (1) H-10 1500 GAL. SEPTIC TANK j`. gg o`er pogo oF�08 � oo o«, 6" MIN 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH *37.0' 10" 14" o o� 310 CMR 15.000 TITLE V. Z Roufe 2� SLOPE OF GROUND + 15DO GAL H-10 TEE ( ) LEACHING: 36.43 36.68 TEE SEPTIC TANK ° o o ^1 6A �Q, UTILITY POLE SIDES: 2 (34.9 + 8.25) 1.85 (.74) = 118 GPD 4' u0. LEVEL ° °o°o°o°o°o°° o° c� 34.5 0$0 GAS eAFFLE :: ° °O°°°°°O°O°O °° 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO o ACME OR EQUAL ° o°�°�°�°�° ° °� 2+ BE USED FOR LOT LINE STAKING OR ANY OTHER FIRE HYDRANT BOTTOM 34.9 x 8.25 (.74) = 213 GPD 34.81' 34.64' 8 32.5' PURPOSE. oo�' of/rood is`•': ��0�055�� 'i,...'.... «:•,.. :. ;: . .:•: :« 0025$ o 0 0 0 .ilousho NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TOTAL: 447 S.F. 331 GPD o 0 0 0 0 0 0 0 0 0 o c 6" MIN: SUMP 8. PIPE FOR SEPTIC SYSTEM TO SOH. 40-4" PVC. Aye o S, o 0 0 0 0 0 0 0 0 0 0 0 0 3050 (H-20) TRAFFIC APPLICATION c 00000000000000000000000c 12" MIN INT. DIM. rS s x �+ (V 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Q BrOg9 USE (4) H-10 3050 INFILTRATORS, L 6" CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND WITH 3.25' STONE AT ENDS AND 2' AT SIDES COMPACTION. (15.221 (21) 3/4" TO 1 1/2" DOUBLE WASHED STONE PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE IN TRAFFIC APPLICATION: 2" OF 3/4 TO 1.5" STONE UNDER, 6" I 00 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP OVER ENTIRE SYSTEM WITH GEOTEXTILE FABRIC COVER, LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE (1-888-344-7233) AND VERIFYING THE f BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES �,=2000+t ELEVATIONS PRIOR TO INSTALLING ANY WITH 2' MIN SOIL COVER (SEE PROFILE VIEW) I PRIOR To COMMENCEMENT of WORK. SCALE 1 PORTION OF SEPTIC SYSTEM ( % SLOPE) ( 1 1 % SLOPE) ( 1 ASSESSORS MAP 317 PARCEL 43 SLOPE) BOTTOM TH 4 EL. 23.8' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION 16' SEPTIC TANK 15' D' BOX 4' LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED LOCUS IS WITHIN FEMA FLOOD ZOg C MA FACILITY LEACHING FACILITY. APPROVED DATE BOARD OF., HEALTH AS SHOWN ON COMMUNITY PANEL #250001 0001 D DATED 7,/2/1992 (NOT A FLOOD HAZARD ZONE) I I i BENCHMARK: USE DOOR SILL AT ELEVATION 42.0' '" mI N80, pp'3 „ x-a�87 RAW _ SlR EDGE OF LAW ���' N (R�U tt �- .95 / 43 FENCE 39 -% 2.69 ` q) TEST HOLE LOGS 42 42 6.1 „ �� 19 O 57 42.30 \ �.14 ENGINEER: ARNE H. 'OJALA, PE, SE 41 39.6 1.9 40.64 x 42.35 \ WITNESS: D. DESMARAIS, IRS� O RES RV H 1 O 1EXI' (TOST.BE BARN o1 '� DATE: JUNE 3, 2013 40 TH 3 100% E RENOVATED, Q 1 �c41.26 PERC. RATE = < 2 MIN/INCH (C2 LAYER) 39 TH 4 O 1 PROP.2«' BR) *37.2 59 TH 2 .6 1.08 CLASS SOILS P#0.25 I 14019 x 39 38 �- 4.70 x 3 17 x 3g. �21 o x .08 4„ TREE 4 ' ��x 39.58 38.65 37 v' 8" THE PROP• DECK x 5 37.07 x 39.31 �x,41:36 11 4q p w ELEV. ELEV. ELEV. ELEV. 4 4 4 4 x 35J5 24 THE � 41.76 p" 39.0' p" 38.0' p" 39.5' 0�, 38.8' UNSUITABLE SOIL REQUI 36 x 3 .73 PROP. WATER M PIT o 40.97 Ap Ap AID AID AROUND PERIMETER OF LEACHIN LITY, 36.04 DOWN TO SUITABLE SO REPLACE 5 x 33,48 /SL /SL �SL /SL g 95 42.26 1 OYR 3/3 1 OYR 3 3 » 1 OYR 3 3 1 OYR 3 3 I WITH CLEAN M TO MEET x _ ?.4 4� 64 / / / / IONS OF 310 CMR 15.255 36.21 2.62 -- - --- __,�_ _� "x 35.88 x 32.16 41.3164 10 i3 i 10 _ - 34/ d'r, 9.30 ,. ' I 05 31.98 DR EWAYONE 4 1.03 S67" B B B B 7 . 33 9� 39,42 6p9 2p.F ESL ESL /SL �L 35.82 5 x 34.49 36.94 8 48" 1 OYR 5/6 48„ 1 OYR 5/6 40„ 10YR 5/6 40" 10YR 5/6 s� 9.46 x 34.85 x 30.92 x 34.93 39.62 EXIST. DWELL �C1 /C1 C1 /C1 x 32.75 x 30.14 Si LOAM Si LOAM Si LOAM Si LOAM �o x 37.49 96 10YR 5/4 31.0 96 / 30.0 120 / 29.5 114 /4 29.3 ,30.38 x 32. 1 OYR 5 4 1 OYR 5 4 1 OYR 5 b x 29.36 x 29.34 x 33.5 w PERC PERC C2 C2 C2 C2 x 35.59 MCS MCS MCS MCS 6 29.00 c' x38.24 1OYR 6/4 1OYR 6/4 1OYR 6/4 1OYR 6/4 156 26.0 156 25.0 180 24.5, 180 23.8, 28. 1 x 2 x 28 x 27.94 x 28.28 x 30.6 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED PARCEL 43 x 28.11 11.3t ACRES TTL x 31. 5 x 27.60 POOL 7.49f UPLAND o� I 7.98 TITLE 5 SITE PLAN I x 28.64 OF x 34.09 EDGE OF 26.01 1 #4 t z #3 x 28. #� 3611 ROUTE 6A ` \ #1 5.93 EXISTING SEPTIC SYSTEM BARNSTABLE FOR MAIN DWELLING TO #5 26.58 REMAIN PREPARED FOR o WILLIAM DOE JUNE 14, 2013 r� Scale: 1"= 20' I VOL I .�� p)* 0 10 20 30 40 50 FEET N OF M,g �N OF�qss�1 off 508-362-4541 I fax 508-362-9880 DANIFLA. ti DANIEL � ' downcape.com <n `�JV� A down cape engineering, i/1c. I� CIVILIL o.IF,LA No.,4"3PQ - 6,; �,� civil engineers � Fs�N � $' fiss a land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OALA, P.E., P.L.S. YARMOUTHPORT MA 02675 06- 197