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HomeMy WebLinkAbout0120 ACRE HILL ROAD - Health 120 Acre.Hill Road Barnstable A= 297 061 � a r fe ; '�. i. .. a ''• u _K. .. a., � �r. �, `. '�, h /dZ G TOWN OF BARNSTABLE 6�L 4 LOCATION -04 ACte /,�/ /�Cm SEWAGE # D661-235 VILLAGE 244 11 S/W/e � ASSESSOR'S MAP & LOT —6� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 75�� i LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER edt PERMIT DATE: '�-I�U I 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 Li �f No. (9 V® 1 -�;)35 Fee /UD THE COM111 MONWEALTH OF MASSACHUSETTS Entered in computer: . Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppitratton for �Dttpoe; .Y 6peum (Com6trurtton Vermtt Application for a Permit to Construct�X Repair( )Upgrade( )Abandon( )XComplete System ❑Individual Components Location Address or Lot No.( Z.b C✓ -11 M. tcf Owner's Name,Address and Tel.No. 08) 71 8&,(nsf"aj01dD Mfg O�b30 �J-5a_ �J� /Aaw's kP__ Assessor'sMap/Parcel &-9-1 61 p,o. &§x logo n- -&rville, bm C7 i 4 3 A- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �(, e C 6A N- u✓1 � '�'� G (4f'/l Type of Building: Dwelling No.of Bedrooms 3 Lot SizeSlj 7(6 sq. ft. Garbage Grinder(0) Other Type of Building No.of Persons Showers( ) Cafeteria kp) Other Fixtures Design Flow 3 30 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank err 1 S0 0 q0.( . Type of S.A.S. Description of Soil rtne-"Med to" so-Ad Nature of Repairs or Alterations(Answer when applicable) CX 4-4 an .2 � A 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 Certifi- cate of Compliance has been is; ,soWy this Bo d o Hea Signed Date 3 Application Approved by �C�CM.t i'1 LJ , `'�� Date ' Application Disapproved for the following reasons Permit No. 1990) "- Date Issued d - No. vp Fee /Mo w,X,. ti� +�, .,fit '•' THE COM'MONWEALTH�"OF MASSACHUSETTS Entered in computer: .) Yes T PUBLIC HEALTH DIVIS19,N - TOWN OF BARNSTABLE., MASSACHUSETTS Ipplication for Digaal *p`!tem Construction Permit Application for a Permit to Construct(/l)Repair( )Upgrade( �Abandon( ),XComplete System ❑Individual Components Location Address or Lot No./ Z6 A 0 ee, 11I o l O Owner's Name,Address and Tel.No. 08) g- 7 /�jc_(n. 1 a.64) MA 6200 */i5 : � u /G /_1 6nVs te1tc "> Assessors Map/Parcel t 3-97 &1 p.d•"B�x IOQO C2hkrvrlle, ti!A �aG3� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. f - Type of Building: Dwelling No.of Bedrooms 3 Lot Sizes'7j 1�6 sq.ft. Garbage Grinder(0) Other Type of Building V No.of Persons , Showers( ) Cafeteria(V,9) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow 30 -7 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /.SD O PaJ - Type of S.A.S. Description of Soil Fn 2 _M ea 10 6-g sand Nature of Repairs or Alterations(Answer when applicable) l� C ,A 'X-. S X-2 Date last inspected:. 3 Agreement:The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system inf accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issuo by this Bo d o Health k.4 14 Signed o,..i Date Application Approved by ht- -C-<-(Jl-� ���`� Date �� U Application Disapproved for the following reasons Permit No. v d Date Issued va Y 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 CX fZ� A1_Alj�m 8L_'C has been constructe t acc d nce with the provisions of Title 5 and the for Disposal System Construction Permit No. 9G0/C8, dated Installer Designer The issuance of this ermit shall not be construed as a guarantee that the se �i ill unct'ot�desi �d.� Date Inspector J l K/1 No. QS.����U��S --------------------------Fee /00 _ .. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migooar p5tem Construction Permit Permission is hereby granted to Construct lRepair( )Upgrade( )Abandon.( ) System located t Jo 1�� L� - 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 this t._ • Date: 3 '"� d 2 Approved by i TOWN OF BARNSTABLE • �d �Cr,e �,�� �q�-m SEWAGE # LOCATION VILLAGE ,9-'1`r1 � a � ASSESSOR'S MAP & LOT —L/ INSTALLER'S NAME& PHONE NO. •c1� SEPTIC TANK CAPACITY LEACHING FACIL=; (type) v ,�f-ji�/C��S (size) NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: y:L U l 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 Feet within 300 feet of leaching facility) Furnished by Ile a o&_16 ff- Foley ! Leduc Residence -� 120 Acre Hill Road Barnstable,MA fJn .... 2 7- --c A6 =� Architect: Q------- ----- _ I I ar-a• I Robert Lisauskas,AIA 43 Ivaloo Street cw line I Somerville,MA 02143 _ I I i ----------- — — ----(.�1 ------ —, I I DECK Developer Builder: _ I I James Springer STONE RETAINING WALL I Main Street Construction Yarmouthport,MA DECK ABOVE I I I I I I I I I I I I --- 1 — ————————— I I cw line PA6d♦!♦+tl% I I I I v� �EPr9.aRCtiiT °" , PROVIDE FULL HEIGHT WAIL INSULATION I �r I I I AT THIS AREA OF FOUNDATION WALL C. METERING fit 1�5�ri IN s I I UNEXCAVATEO I I AREA ZONED FOR HOUSE I ♦ _ I I USE UTILITIES 'I . I I _—� I I _z,p 4a� A4rHOF0P5��4� z I I I r.,►..,r.•4' I I I--------------J F _—, Revisions: cw line I I I It— I I I -------------- ------ I � I I _ I I I I .. I I _ Title: I ---- L ------------------ C. line Basement Plan /,1QACFMFNT PLAN s L r : 120 Acre Hill F Barnstable,M. Architect: '3 - Robert Lisal- -_ - Somerville,t � Developer - James Sprin Main Street 1 LINE OF DECK BELOW _ Yarmouthpol `.'_.-_� -. ^•.'.T , DECK j - V\ I O I j I CD ED closet m :. � I 0 - II - a Fq 7n c II O-i linen �► All BEDROOM.4 LINE OF CEILING ABOVE c DN --Oe II furnoc flue ReVISIOOS: s I ,€ MASTER BEDROOM O 1 BATHROOM closet closet storage O O BEDROOM 2 UP .. - TO..ATTIC Title: SeCor _ 1 SECOND FLOOR PLAN Scale: 1/4"PRIg Date: 15 AF PEW ,TE 00 INSPECT DATE S 00 RESULTS 12 cl V Department of Health,Safety,and Environmental Services J Public Health Division Date 367 Main Street,Hyannis MA 02601 3 BARMABIAMAM / Date Scheduled 1"1r'3 � Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION & GENERAY:tNFO"ATIO .�• Owner's Name Location Address "1-3 hr'r?v,�Ci'��rJ/Zr C Address Engineer's Name �-jy l ,t��s�l�f Assessor's Map/Parcel: �� �, '� NEW CONSTRUCTION REPAIR Telephone# 1 Lana use )residential slopes(°i°) 3—10 Surface Stones Few Distances from: Open Water Body +2 0 0 r ft• Possible Wet Area +2 0 0 ' ft Drinking Water Well +10 0 'ft Drainage Way +10 0 r _ft Property Line _ft Other N/A ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 't `1 Si ns' t I O T 1 _O 41 �tZ + o° u, �n N o L F- 2 lo' �o TEST _ H-Q L-E I gyp'+ I Zvr U Parent material(geologic) Ablation Depth to Bedrock +2 0 0 r Depth to Groundwater: Standing Water in Hole: N/A Weeping from Pit Face N/A Estimated Seasonal High Groundwater" N/A DE'1'ERMI[NATION 't'�I�SEASONAL HIGH WATER TABLE Method Uscd: NO water encountered . in. Depth Observed sta,rdi..g in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment fr• Index Well# Reading Date:_ Index Well level Adj.factor Adj.Groundwater Level PERCOLATION ST ` ` ':D9te< Time . Observation 1 Time at9" 0: 04 : 00 Hole# Depth of Perc 73" Time at6" 0: 09 : 03 Start Pre-soak Time© 0: 0000 Time(9"-6") 0: 0 5: 0 3 End Pre-soak 15• 0 0: 0 0 RateMin./Inch J —2 min/in Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(YIN) N Original: Public Health Division Observation Hole Data To Be Completed on Back -j Copy: Applicant 1)Ir,I;I' o13SERVATION HOLE LOG Ilnle# 1 Depth from Soil I lorizon Soil Texture Soil Color Soil other (USDA) (Munsell) Mottling (Structure,Stones,Iloulderes. Surface(in.) ° Fine med. Loose 0-5 sad lOYR 6 1 0 ine m p Very friable 5-26 B to sand 10YR 5/6 Fine m 26-156 Cl lOYR 7 6 0 veryfriable 5E,ro OI3SFI2VATION HOLE LOG IIo1e# 2 ' Soil Other Depth from soil I lorizon Soil(U Texture Soil(Munsell) Mottling (Structure,Stones,^uoulderea. Surface(in.) (USDA) ( e Fine/med. lOYR 5/1 0 Ve . friable 0-5 E sand Fine/med. 5-36 B to sand 10YR 5 6 Fine/med. p Ve friable 36-144 C1 loamy sand JOYR 7/ llI ,I) OBSERVATION HOLE LOG Ilole# Soil Other Depth from Soil I lorizon Ssoil Color (USDA)11f a (Munsell) Mottling (Structure,Stones,Iloulderes. Surfnce(in.) Consistency.° + + +1tVATION IIOL) LOG Ilolc# llCrI OBSI; other Dcpth from Soil(lorizon 5oil'fexture Soil Color Soil Mottling (Stntclure,Stones,Iloulderes. Surface(in.) (USDA) (Munsell) e < r Flood Insurance rate INU Above 500 year flood boundary No Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No X Yes u' Depth orof Naturally occurring Perilous MOCLIM Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes If not,what is the depth of naturally occurring pervious material? �ertlfication I certify that on 11/25/9 5 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed e o sistent with (lie required training,expertise and experience described in 310 CMR 15.017, .. :•.. '.' .r.,.. � +'..7d.r^ •" .;� 'S�T.�''a!'�"y':y -9^.a°•�a..s"••yp'uc'� i+_F' '.'lK.sip*.T 3f'N^j 1('4 Wd ..... J'-:J �;. .',yi - - y. DEEP OBSERVATION HOLE LOG -- .. . a SYSTEM DESIGN CALCULATIONS GENERAL NOTES LEGEND _" _'s" _< , Test Hole Depth From Soil Horizon Soil Texture Soil Color Soil Mottling Other 4 A) Neither driveway nor parking areas are allowed _ ___ 32 Existing Contour Number +Su, face(inches) (USDA) (munseII ,Structure, I.) Basis of Design over septic system unless H-2o components are used. l Stones,Consis- _, u�32__ Proposed Contour tenc` °;Gravel Number Of Bedrooms: B)The designer will not be responsible for the system t+� _ /, , q P y 24x5 E>rlstinq Spot Grade / 1 ;vi: MF L.. I Other _ as designs unless constructed as shown.Any changes 1/7 {' - �Li� Sf Proposed Spot Grade S V - 1 !�%y o shall be approved Incwritin t n c n 2.)Design Daily Sewage Flow G.P.D. PP g. ..._......._. I -- w-- Water a er Service 1 5 F' tTAM" ��AA� f ( V' �2;AP,t 3.)Se tic Tank Co aClt Re Ulfed= _ � "'�� Gal. C)Contractor shall be responsible for verifying the —ohu Overhead Utility Line(s) ........_. ..... .... ...... J.. ... ._..... .. ....... . .. ..... .. . .. } . .. ...... ....�.. .i. .. .... . ._.... . . ..... . ...... ... . . P P Y q .. location of all underground and overhead utilities --- u — FIA.JE - Fry. Provided: ......V�c?....... Gal. Underground Utility Line(s) I �G* -� �t -'AM ( v ��� I ' lz1,461 prior to commencement of work. _ J1r�Ei Y �� — g -- Gas Line Y� . .-. --- 4.)Soil Absorption System Capacity TH Test Hole and/or BoringLocation q 0 5'i rsAurr�L ,o Y........,...� -_ �_._. J !2r .#H6 Required- ._ . 3'' � �d _r . . .......... .._... � ....... . . . . ._ . . . . .. -.. . ... . . . .. . GPD Septic Tan ... . ._ .. . ... . .. ... . ... .. .. . .L. .. •� p;e,c McG' .. . ... . .. . . Provide _. ��►.Z-.. ._: . . S:T S k Box -° - LrAn� 5AIJD �v o V � ,A�i.E Two 4a X 3 >e� 7�Effie -f� cAA 5 l._..F�. .. .. ... . ._..... _ ... .. _ S.A S. S Absorption y tem D B Distribution •Mr'a / �, Q F4 ailSystem no scale �f. - �' Rt/a''°.r / T 2 �� �? #' l Res. Reserved for System [( l KEY MAP y a Disposal is.NCT"permittud w- Utility Pole 5.)A Garbag e p /this design. �� Plan Book , >r... Page . O . .. III Catch Basin { Hydrant Deed Book ._ ....9, Page _ . ' d ok "13 Well Z 1 .1 Assessors Mapnrs-_i._77 Parcel.. .)- . Date of Test 1. 1- i ..j._. use Soil Glass . . with a t ' c perc. rate of less than Percolation Rate �: 2M►� I��, °�v ;'IAJ� - x ?+/FF: L !;AM Min /in for a loading rate of '�?;/�+G P D /9 f. Witnessed by -. . " - W-PELL � i-, FLOW PROFILE Top of Foundation ("'0 I ` Elevation= .?.-:S �,. �iutsF+ 4i AGE .. Finish Grade _.__:,�_).�.J '^�' "'` Fviish Grade= •�5 MAC ( '(�) d 1t8.O i __.., N r � 36"max. I 117 3o �* g"min. ZLAY�iz 36' max. - 3 Md'� �0 to t�L ' `r t�•5.3 J CAPr"JIO e ucf► UNrS izv�. flow line --------+- 10 m i n l�}' -- --- --r «i _ f4 c 111 �1 C 'IC I L f� — : !" k) _:.tea'.---_ -'_�- a GL, 117. 5 117, (,� I1 "�S i 15M sF_r i °.istUkR\ gas baffle I w IIC-. (off_ ' ft._ IZz• 7 1 Ilte,,?�~� eA {+ i i�, _ .� 11,►_ \ -- /' . �► ' ----_-T------.- o•caor� F rf air• f., �}IY'ta `, i 1 )I�.��.� �'- _---------�` � rt� / l - - �• �` �` °` � , Ilan i i � r i �. Gal. Septic Tank Distribution Box ! G-ra�.+ °� sT''"'� j s- ,- _ - - - �_ , ► 1 p I z 4 � � tt� ., 5 - 4-Za TIC 004 it � � „ �., � •A..- ��..,� � �,t.k ,. , i ,r- � � b� \ � �„ � `�. '� sic-;'�,.t ,` ° i `� �•�/ � /� / �i CONSTRUCTION NOTES 01, L)All construction shall conform to the State to.) Base aggregate for leaching facility shall '� }i,� `}�. '4 — — "irM c�/,' ✓j ` Environmental Code, Title 5, and the requirements of consist of 3/4" to 1-I/2" double washed stone free the local Board of Health. of iron, fines and dust and shalt be installed from ` � � -� ` G� �t.; �' �sQ'. • f' �? below the crown of the distribution line to the bottom 2.) Septic tonk(s),grease trop(s),dosing chomber(s), tL� of the soil absorption system. Bose aggregate shall U'� and distribution boxes) shall be set on a level stable base which has been mechanical) compacted or on be covered with a 2"loyer of 1/8" to 1/2"double r )ZZ `>` y washed stone free of iron fines and dust. ' BLAt,D�cL/r'V1 ETL To tc-`w Gf'Ar"lc-1C 6 Inch crushed stone base. i (i'> �' ,, �_ Z' 1z t�= t` t `�� Fi�e To Et�t►1G 'Fautt�AT1a��, 3.) Septic tank(s) shall meet ASTM standard C IL) Vent soil absorption system when distribution 1127-93 and shall hove at least three 20"diameter lines exceed 50 feet, when located either in whole ,. � - � manholes. The minimum depth from the bottom of or in part under driveways, parking, turning areas, �' I L t �'� � G=Ot5'lt'U gr.fCi` �+ �� zo..lrt�6 or other impervious material, or when dosed. f O� septic tank to the flow line shall be 48' 8 12)Soil absorption system shall be covered with a 4.) Schedule 40 PVC Inlet and outlet tees shall " A ` X minimum of g of clean medium sand (excluding GCt� i extend a minimum of 6 above the flow line of the - septic tank and shall be installed on the centerline topsoil ) of the tank direct) under the cleanout manholes. y 13.) Finish grade shall be o maximum of 36' over the top of oU system components, including the septic tank, j k 4 VI SW I U• N-o i : N ;nt oa �l e 5.)Raise covers of the septic tank and distribution .;.-� �--• ► i} -�•�distribution box,dosing chamber and soil absorption � , `- -"""-""'�' - - --- - -- ---- -- ' ,z4Nr Ati!VS' T,+t box with pre-cost concrete water tight risers over .� � `y ._ �'E�/L.;FC, q-4•©l Fats+ ! V Inlet and outlet tees to within 6"of finish grade, system. Septic tanks shall have a minimum cover of 9". PROJECT 6.) Piping shall consist of 4"schedule 40 PVC or �14 �THi s AziA IS SERdeo By 14.) From the dote of installation of the soil equivalent. Pipe shall be laid on a minimum �'- '?'7J W wJ WAT'E� � �' ( i ,.continuous grade of not less than I aborption system until receipt of a Certificate of f g. P system elm shall the perimeter of the $oil absorption � �� \\\ TITLE i� r �^•-{ +- r« � ����� .. Lf- 7.)) Distribution lines for soil obsor t)on system .+.e, y y hall be stoked and flogged to prevent the SEWAGE DISPOSAL SYSTEM (as re d) shall be 4"diameter schedule 40 PVC q� use of such area for all activities which might °o laid at 0.005 ft./ft. Line shall be capped at damage the system. �~ end or als noted. 15.) The Boofd of Health shall require Inspection of 8.) outlet pipes from D-box shall remain level for at B EN N ETT h O'R E I L L_ Y Inc. all construction by an ogent-of the Board of Health A ; i ��0Fy4 — ---- least 2 feet before pitching to soil absorption system. i4_ Engineering & Environmental Services O (or the designer it this system requires a variance) and rA �' ii t ,,,,.,r, b, Jam+ -s . a Water test p-box to assure even distribution. may require such person to certify in writing that all . �,.., fgCb% / O'R1E8.EY Ci Q 9.) D-boz shall have a minimum sump of 6"measured work has been completed in accordance with the terms 'fix .£�,, ;at`>% C1Y11 i 1573 Main Sued Route n.a cw of the permit t and approved p * ' 3e200 P O Box 1667 below tM outlet invert. D pp oved Ions. 48 hours advance ;, i = 1 ---o notice requested. } 0 508 896 6630 Office Brewster. MA 02r,.i! etN'bwr,"ic.0i" e.. DATE:. SCALE. BY CHECK: JOB Miletl[It t