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HomeMy WebLinkAbout0015 CENTER LANE - Health 15 Center Lane t Centerville A = 251 —059 f: S�� �e�ru�at,wM ��� ao�� �{ 32- l No. or — YJ 2 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: . Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Npfitation for Misposai 6pstem Const union j3ermit Application for a Permit to Construct(`V5/Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. �� y �� YO er's Name,Address,and Tel.No. 1-0 �� Assessor's Map/Parcel a — J � O Ck) S IS a�� installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �,y,7f� 313 ))0'k�f1 ec.k P,o4a 4A%T� IQD_ x& CA SPV � �''��11 0 Type of Building: Dwelling No.of Bedrooms Lot Size go sq.ft. Garbage Grinder( ) Other Type of Building / No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7 f O gpd Design flow provided %0 gpd Plan Date OCT /_ 6 w1Y Number of sheets � Revision Date Title Size of Septic Tank 0® Type of S.A.S. Description of Soil &0,4-M Y m _ — Nature of Repairs or Alterations(Answer when applicable) lV ! y Date last inspected: Agre ment. r r 1 The undersigned agrees to ensure the construction and maintenance of the a escr' - 'te sewag d' posal system in 1 i accordance with the provisions of Title 5 of the Environmental Code and not to pl ce the e n o ratio f Certificate of Compliance has been issued by this Bo d of Signedate &lq Application Approved by Date / Application Disapproved by Date for the following reasons Permit NO. i r y Date Issued 1 /u / q 06, No. `1 f M Fee / J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes � _ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for Bisposal *pstrm Construction 3permit Application for a Permit to Construct( Rep it( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. I�, ! wner's Name;Address,and Tel.No ah-�6 r' Assessors Map/Parcel —Q Q(J.,�. i 0 S Insfstall�ej's Name,Address,and Tel.No. y Des•gner's Name,,Address,and Tel.No. �/���-- �+ �Qd L A s t�rn�o l;;(• ®0A,4 v ( ��k�`+%+ A l"U L9�"► //,7 lk LOO Type of Building: Dwelling No.of Bedrooms i Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures u Design Flow(min.required) 11410 � gpd Design flow provided gpd Plan Date �G� �(', wl Number of sheets Revision Date Title 1 Size of Septic Tank 00 Type of S.A.S. Description of Soil 1,0 M y p Nature of Repairs or Alterations(Answer when applicable) N4,w , i Date last inspected: Agreement: ~� 9� iThe undersigned agrees to ensure the construction and maintenance of the r described-on-s to sewag disposal system in � 8 � f 0 accordance with the provisions of Title 5 of the Environmental Code and not to pl ce the tem operatio unt' /Certificate of Compliance has been issued by this Bo d f Signed ate ��/Zo Jji Application Approved by Date Application Disapproved by Date for the following reasons Permit No. U ` Yj Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(�/� Repaired( ) Upgraded( ) Abandoned( )by '` at ! � Caw LIW C.M E , Mw V"has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit No.2—ot L/'Y "dated � �,,,n Installer Designer 1AI Krl��X/�JYYCl�� �WS WAW1 #bedrooms Lt Approved design flown , d gpd The issuance of thiMi 'ermi shall not be construed as a guarantee that the system will nction as designe . Date �(� Inspector � --------------------------------------------------------------------------------------------------------------------------------------- No. O i �I ` ZIf a Fee / S THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS his 10 at *- pstrm Construction 3permit Permission is hereby granted to Construct(Y) Repair( ) Upgrade( ) Abandon( ) ` System located at 15 �N/J-F;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 Jmust�e completed within three years of the date of this permit. Date !' p Approved by i Town of Barnstable a� Regulatory Services Thomas F: Ggiler,Director MAW Public Health Division Thomas McKean,Director 200 Main.Street, Hyannis,MA 02601 Office: 508-86 -4644 l Fax: 508-790-6304 Date: ,Z/00o"ewa2e Permit# Assessor's Map/Parcel �f Installer&Designer-Certification Form Designer: S efyl 'K Installer: TO C, Address: Address: 313 (AC-J�c_Xm fZr( On a /S was issued a permit to install a (installer) /� septic system at r/ C ��T12. L�� � �t<debased.on a design drawn by (address) r�cs�'TJ�z G-iy�.l dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution 'box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that:the septic system referenced above was installed with rnajor 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 was inspected and the soils were found satisfactory. SH OF M,�qc TERE(VCE �Gm� (Installer' ` ature " HAY ES Na: 979 S4NI AfttA� (Designer's gna e) (Affix Desi tamp Here) PLEASE RETURN TO BARNSTABLE`PUBLIC HEALTH IDIVISION. 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 y TOWN OF BARNS TABLE LOCATION Is- Calk- IA- SEWAGE # OA( — S�` VILLAGE CA4e-fVI ASSESSOR'S MAP &LOT I` 0sl-002 INSTALLER'S NAME&PHONE NO. /1I SOg" 39 5- -57 5 SEPTIC TANK CAPACITY Z�5_00 0 LEACHING:FACILITY: (type) 3 SW 1944 @/4 size) 331 13 A 3 NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE COMPLIANCE DATE: Separation Distance Betw u n the: Maximum Adjusted Groundwater Table and 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 s 17 L13 S (e^4er l Ay 2 s Z ' ` 1a7 '6ii 83 13/1 M 70,3,, 24 (3',C' „ 9 S y3' Town of Barnstable P# alima Department of Regulatory Services qllwll t�xr�r�►ats. Public Health Division Date tbsy.`�� 200 Main Street,H annis MA 02601 r r d Date Scheduled ( D l Time Fee Pd. U - . it Suitabil'ty Assessme t for Se e Dis os o A\A' a rmed By: i\V t t -G Witnessed By: ��� - LOCAorr&GE ; "lINt+ORMATION Location Address ` Owner's Name �Di✓ S%prrT,e/ S V/e�C a� Address J f` Assessor's Map/Parcel: �/ l ®©C7k� Engineer's Name ✓� -385-6 00 NEW CONSTRUCTION .REPAIR Telephone# �0, / Land Use �`�/19d"-77,9C Slopes(%) �^I/OCU Surface Stones Distances from: Open Water Body / ft Possible Wet Area ft Drinking Water Well ft Drainage Way IVQ ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �6 h Cb Parent material(geologic) v� � co Depth to Bedrock Depth to Groundwater. Standing Water in Hole: p g Weeping from Pit Face Estimated Seasonal High Groundwater ! F/l�wt �joT�Nt DETE1t1�IINAbN F01�t SE 0�1AL HIGH WATERTABLE 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 Adj.factor Adj.Groundwater Level_ PERCOLATION TEST. . Time !< Dtite/���/b� . Observation Hole# Z Time at 9" 1�2 Y o /r Q Depth of Perc �d S Time at 6" / cro ,I Start Pre-soak Time @ �'C!n �' Time(9'-6'1 ✓'� 7 End Pre-soak �S/s0 /SaD ( Rate Min./Inch G Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 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 >_ P �Y 1�Y Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTTC\PERCFORM.DOC 4. i HEEP`OBSERVAI'IUN;HOLE LOG` H e ol # ( . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten ° Gravel og-l�-4 CZ <o ? DEEP. 119ERVAT1-'0NHOLE LOG Hole# -- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (structure,Stones,Boulders. Consistengy,° 6 -ld )6-(&2 DEEP OE5ER"VAT., -it. LE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sod Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Comi e ° Gra e 8-2g G S 1a r2--6 29, 7 z V 72-�2� CzS /vyt D Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) O 0 �t U Flood Insurance Rate Man: , Above 500 year flood boundary No— Yes (/ Within 500 year boundary No Yes Within 100 year flood boundary No Yes 3 Denth of Naturally OCGurI'IIIP.Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the i area proposed for the soil absorption system? _ If not,what is the depth ofnaturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental otection and.that th a analysis was performed by me consistent with "1 the required tr ' ,ex se an xp/e�na ed in 31 15.017. , ��✓ Date Signature '4 2 Q:\SEPTIC\PERCFORM.DOC a I �N ti I" Town of Blarnstable P# 77 Department of Health,Safety, and Environmental Services �1t,Ert, Public Health Division Date H-6_Q9 Q 367 Main Street,I lyannis MA 02601 enrwerAar.R arnss. OrFo r��� Date Scheduled Time Fee Pd. IOD Soil Suitability Assessinent for Sewage Disposal Performed By: 5,4 co"i 5" Witnessed By: �dt4r cQ •, re 9 LOCATION &,GENERAL INFORMATJON ^�\ Location Address e Owner's Name LOT- (3 c�itct e LO --4 6*� Po o �n�1 Address � 51 Assessor's Map/Parcel: �[>� /Jt_ (T��t J Engineer's Name A�v y 1101'Vrev7 l �p NEW CONSTRUCTION REPAIR 'telephone H AL$ ' et f 3 1 l Land Use Slopes(%) Surface Stones Jam- Distances from: Open Water Body It Possible Wet Area R Drinking Water Well R Drainage Way ft Property Line tl Other n SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I -jCJO'ev I 'Lc)o-670 / TPZ TP i `Z z. .z I 01 ;ZG FT PZNDLOA- C�a-i-- Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Pace Estimated Seasonal High Groundwater ... ... DET RMY .A.,, TON ( St•1ASONAL HIGH WATI+Jtt?'ABLE 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 (l. Index Well H _ .._. .._. Ronding Date:.__._ Index Well level..__ _ Adj.factor Adj.Groundwater Level_. I'EI3COLATION TEST Date :i ltrne Observation Hole N 2 Time at 9" Depth of Pere (DO q Time at 6" Start Pre-soak Time a Time(9"-6") End Pre-soak4 Rate Min./Inch Site Suitability Assessment: Site Passed (t/ Site Failed: Additional Testing Needed(YM) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant Y' Ct� VA'>t' .alILOO XIo1c# _ Depth from Soil I lorizon Soil Texture Soil Color Soil Other 2 Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) G —,5" CD 10 `i t'Z T )E VP.OBSERVATION HOLL'LOG 11 tiie # Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Slones,Boulderes. Consistency,%Gravel) '71 21n0— Orr c— l7l.a. �o q1?, I S llLLP Q.I3SLRVATI:ON:IIOLE:IOG : .. Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. n istcnc %Craven DEEP OBSERVAT ION IOLE;LOG: HO c# . Depth from Soil Ilorizon Soil TcXlnae Soil Color Soil Olhcr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consislenc %Gravel I � Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No t� Yes pDe,L 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 I certify that on. _ (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis.Nvas performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature J _��%'� Date /Z 7 ' OF FOUNDATION 72.00 10 FT. MINIMUM. 10 FT.1 MINIMUM FROM SLAB V. _ — CLEAN SAND CONCRETE INSPECTION PORT COVERS LOAM AND 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. 2" LA 1/8" WASHI 10.50 61.0 MAX. OR FI 4" CAST IRON PIPE 6" M - 51 ELEV. _ ._84,5t (OR EQUAL) MINIMUM PITCH 1/4" PER FT. FLOW TEE LEVELERS 0 FLOW LINE ELEV. = 61.50_ MN. _ ;770 0000000000-0 ELEV. = 61.00_ LEVEL C30000000000 ELEV. _ _81_,Z5_ GAS ELEV. = 80.00 6" MP ELEV. , _ _5®-8. _ a BAFFLE DISTRIBUTION 0 0 ❑ 0 ❑ O CJ O O O O LIQUID OUTLET ELEV. _ ° °°° 00000000000 BOX _;�zz _ ° 4 FEET 14 INCHES DEPTH TEE (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 3 500 GALLON GALLEYS WITH fV 6 FEET 24 INCHES 1500 GALLON IF MORE THAN ONE OUTLET STONE IN AN 8 FEET 39 INCHES INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) 13y X V X 2' TRENCH FORK 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION DOUBLE WASHED STONE FREE OF FINES & SILT SYSTEM (SAS) USGS PROBABLE WATER TA SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / NOT TO SCALE BOTTOM OF TEST H xx A �9. V r\ >41 Av 69.9 O — 6 O c \ 1500 GALLO \ SEPTIC TANK 0 / (64) 6 .2 OIL \ D. TEST 3 / BO +I OIC� SOIL \ L 0 /T 4 / o. TEST 2� P�F P TEST 4 ) 6 4 4 05 T F \ SOIL1 gFll 58' TEST / �. 48 f A C. 60.2 / i . yy l t x � V ��avtammaw�amvwv��nvemnvm¢+aume�mma��irmamom�cv�vaawa+nusr�:ux�am..m vmouvuemvna�saesm��msv<em+nes�w�amw�mmunrm. ..-.�. "••'�'0�^ '��y��. -----'.••--•-•�.-•— i J (qb �7 I zzf�\ T7 611, 2 } ' I i IEXTERIOR FINISH NOTES FRONT SIDINGS - 3 1/2" EXPOS. CLAPBOARD SIDE 8 REAR SIDINGS - 5" EXPOS, W.G. SHINGLES --- - -- --_ — - -- - - 1X�o / 1X5 CORNER BOARDS za'-i,ia_ zr-oia' IX2 / IXfo RAKE BOARDS IX4 X 5/4 WDW, TRIM FRONT ELEVATION IX5 X 5/4 DR, TRIM ARCHITECTURAL ASPHALT ROOF SHINGLES A I! - I� a ' ! I — IiI OLSON DESIGN ASSOCIATE S DENNIS PORT,MA.02639�� 8-776-4300emmail-olsondesign@vedzon.net NEW RESIDENCE t 19 CENTER LANE I CENTERVILLE, MA a l I DESIMONE BUILDERS I ELEVATIONS D.O. LEFT SIDE ELEVATION 1 NOV.3,2014 i F'ORTAL OPENING r I m DECK N SUN ROOM =C v 2,_0,r 2'-27V 7_01 " 2'-27/s" in I - —�--- 1 7MAST.ER cNl ______-RETAINING WALL FULL HEIGHTTWO STORY ROOM ,_ GREAT ROOM -- _ i 24'-0„ - - - ._.. 1911^ i�;�., __________`____- _ s - ;� KIT. 7i Q NAILING- $ i4 MA T - --- - 12'-6' 3'-0" 1{i D.7'-9,/ w,` _If•'. 8- T ,__ 9-6- 1011 ---N,• - HALL r�I LAUN i o W.LG. FOYER Il—Jq f 101-01. - _ DINING r _ 0 O N (V fV r.�DOWN RETAINING WALL --- I 4'-O H.GH AT FRONT ' I - COVERED PORCH �n - _ - -- --NAILING- ad 11D 61%12" t1' c I b GARAGE -------{--�—� o�i • (If f IDS g j 1 IL Ilwg C_ ` a, NAILING- �I OLSON DESIGN ASSOCIATES r I DENNIS PORT,MA 02639 FOOD I 508-775-4300 email��olso�ndesign@v@verY zon.n�et NEW RESIDENCE i 15 CENTER LANE 4 24-0" - 22'-0" � CENTERVILLE, MA ___ _�id � a DESIMONE BUILDERS NAILING- FIRST FLOOR PLAN FIRST FLOOR FLAN esN�a ores an D.O.o�s: ply 6 �A3I Jb EEi� NOV.3,2014 ! ------------------- I i I , I A I I I I 16'-0" 23'-11'A" ._ ti 12'-1" 3'-0 10' 2'-0" 10'-1" T_ - N - I I TWO STORY GREAT ROOM m 7 s N BEDROOM d' 7 N q v n F d BEDROOM Of = I I iol 6 BALCONY/HALLWAY oI o �I o so i o TOR O__ UP ro nt, -T - NOTE ALL EXTERIOR WALLS _ 4'-D. aX.ri .POST -- I SHEAR WALLS SECOND I UP TO RODE/ WWN TO COL. 9'-21h" IN OASEMEM !-'- -- FOYER Z's FLOOR 1/16 PLYWD. Sd 6"/12" zs•xaa• BELOW _ BATH o jj HALL v io QD L .-v 4,_0" ' T-s- aw• 7-ex a-a --- - - I I � I UNFINISHED o 4'-0" ! 13'-7-/." n. I I ;� OIN DESIGN ASSOCIATES DENNISOD DE PORT,MA,02639 I 508-775-4300 email-olsondesign@vedzon.nat SECOND FLOOR FLANI — NEW RESIDENCE 19 CENTER LANE I 3 CENTERVILLE, MA _ 7'-1-A" 14'-2s/s" �DESIMONE BUILDERS SECOND FLOOR PLAN D.O. w y� J A4 > NOV. 4"—i 0a4 .. ,� 58'-0" 13'-15MW 28'-5,h" 116-0" 24'-0" El'-O" ------------------ ----- ---------------------------- ----- 7-2" 6" cp w,I. t 4�' 4 1 3 1/2" THK, CONC.SLAB 2'-0" 2-3 "/a -------------------- ------------ 6' ---------- -------------------------------------------------------------- 3)S ,L' ------------- ------- 1(2) 1/2"L led_ --------------------------------- Y`J ---- ---------------------------------------------------- - 1 -4" ---------- - 4" 'A" BEAM F­� ­T. 5 5' ------------ - - - L i WALL RETAININC FULL HEIGHT W1 AIR 6— —A.. in t qp� 9' 3 1/2"TP<. CONC, SLAB TYPICAL- oi X X 12"r), __FTG'S. 4 3 i/2"D. LALLY COL. in 0 AIR 0'A- (3)S 1/2"LVL wEalRncE S 1/2"LVIL ------ Ell—----- -a:11 r :F v�- 1 N. I/ LVL c? ------ A LAL­ :17 Y, ­6...—T F T�R- I---------- 3 1/2"TILK.CONC,SL 4'-O"W,WALL io W1 FOOTING • ---------- _r_------- ----- ------------------------ -------- .........------- -I------- ----------------------------- -------------------- ------ - p. - ---------------------------------------------- - - --------------------------------------------------- 1?i DROP WALL 54" 1-A 3: RETAINING WALL i I J w 4'-0"HIGH AT FRONT 8': 7-91h' Z 9 7.1 4"TPK,CONC. SLAB 'n 9 PITCHED TO DOORS N N W.W.M. < 0cr (L TYPICAL FOUNDATION WALLS 4'-O"H, WALL a" THICK CONCRETE FOUNDATION WALLS OLSON DESIGN ASSOCIATES WY DAMF-ROOFING TO GRADE. W1 FOOTING ILl DENNIS PORT,MA.02639 N"W/-4 VERT-12"C.C. -(r.)-4 CONT.SPACED -------------------------------------------------------- - EQUALLY-5/8"D,ANCHOR BOLTS -36"C.C. 508-775-4300 email-olmndesign@verlzon.net ALL ANCHOR BOLTS WITHIN 12" OF ALL CORNERS W/iUASHER ----------------------------------------------------------------- - 4 I­IOO<(G," INTO CONCRETE). 14' W,X V­O"D. NEW RESIDENCE CONT.CONCRETE FOOTING ;'-4"X CONT. W(2)-5 CONT.�4-5 12"C.G. 15 CENTER LANE W/FORMED KEYWAY d 22'-0" 3CENTERVILLE, MA ALL CONCRETE SHALL BE:3,000 P.S.I. 64'-0" DE61MONE BUILDERS AT 28 DAY5. ALL REBAR 40,000 P.6,1, FOUNDATION FLAN FOU-NDATION PLAN NO CONCRETE SHALL BE PLACED IN WATER D.O. 'I LI NOV.3,2fl I -- - I I - -� �--- .7��4,,­-­---;---- � --- -- ��. . I I ­ � I I .� , . � - - I ,I:., x I 1� � II�iI,iI� �I I-H *-I �)I .. (II , I C,I6I1- .-s �I. 1'1I1 I�0-I\ \1 1 - � .II = )I2 4 I0 �II� �. ; , , 111 I�I III � I l..1. I II ,I�I I I' I.I I I .I II1 1 I I I1I ,���IIIIIIII I-, I I I I I I �11 -1. ­ L. LI I 1 I II I .1 I�. � , I I I1III II�I_ I I . I�. I� l II I I �I ,1I11 1 I � 1� - � _�I I ,\ � � ,1 ..I1 � I - 1.1..1 '. I �1 .-. � , �­ 1 . I.1 1I" LI, 1 I .I 1 II - I1-II\ -.1..1 � :­ , � ,1 I1_ I I 1 ., ' I� _1 ,I- l­ l , -. ,11 �.�.. - � -, , ,II. I.1 1 1I' III I �I� 11I.II 1 , I L I, If .�I1I " A� !1II � I � I , .�I - I 4 I. i �I I. 1 I 1. �I1.­ I, 1,- :III I q.I : , ., I :-II ­- �1 .'I , .. ., I I "1 ' � � II "� I1 1i I% II -1,1, ,1IIf eI 1. 1 4,��III1-I � " �1 � �fI � A I .. '.III 1 ;l II � 1,I� l 1i, � I 1 1I I ,1 " �' . . " �x �I y I A . .20 FT. MNIMUM FROM CELLAR OR CRWL SPACE . "160 OF FOUNDATION -""-l" . , _;I ,720 10 MIN MUM FROM SLAB EV = 10 fT. MtNIMUML .E - . . CONCRETE INSPECTION PORT . : - .COVERS LOAM.AN . _ ' - D SEED EDE40 P PI �SCHUL VCPE "2LAYER OF � 3MIN. PITCH 1/8 PER - 1/8 TO1/2 DESIGN ;CALCULATION EDSTONE NUMBER OF BEDROOMS 4 050 " R FILTER FABRIC . 1AX. 61.0 MAX VENT ) ., -4 CAST IRONPIPE _AX I �5&75MN. A OR EQUAL MINIMUM NOT REQUIRED TOTL ESTIMATED FLOW 6 .5* - 110LDAYSLABELEV, _ PITCH 1/4 PER FT. FLOW_ R X W) 0 GAL/DAY TEE ARE �AtLEVELERS SEPTICTANCAPA - )- GA "m ­ , ACTUAL SIZE OF SEPTIC TANK 150 GAL FLOW LINE a) SOIL CLASSIFICATION 11 " D . . 1; 5 10 ESIGN <_5 MIN. IN.= , . 00001100EI01n MIN. - 4 0 0 .� EFFLUENT LOADING RATE - 4- rAL./DAY/S.F. I = 20 a LEY. $1.00 0 0 0 LEACHING AREA 9IA% SQ. FT. 1 LEVEL 0 El000b011rlc0o = 6 SUMP 6 (13X33 + 46X2X2ELEV. el. GAS FV. _ 60-00 LE . - 00 ( M2 GAL/ AYBAFFLE 0 o00 0 t 0 LEACHING CAPACITY AREA X RATE) b . .DISTRIBUTION 000 613.00 X 0.74 ,ELEV. = 0 000110mcloElo0 0 0 0 5 .2 RESERVE LEACHING CAPACITY LIQUID OUTLET BO 0 ELEV. = ( - BASE) $ 500 GALLON .GALLEYS IV!FEET 14 INCHES TO BE WATER TESTED f 1' 5 FEET 19 INCHES IF MORE THAN ONE OUTLET STONE IN AN 6 FEET 24INCHES 1500GALLON 7,FEET 29 INCHES T FIRM IS x V X 2' TRENCH FORMATION z WELL NL 34 INCHES SEPTIC ANK 5 &85 ZONE 3/4" TO 1 112' CLEAN SOIL ABSORPTION m INDEX ` ADJUST I -FREE OF FINES & SILT SYSTEM SAS . USGS PROBABLE WATER TABLE ELEV. = -SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. - 1 NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = -MA ' . 10 . 4 / 1 I' t 2 �9 *\� 4 e - 75.0 _ * O I 1. " < i 131 N(AIMZK. � M � \ DRIVE . 1 aW I * .0 x \ AMQ, N . 68.6 \ R x 7 .1 . -,,, &p /t . 3 8 06�` z q � Z _� " Q. / ,-' 1 500 GALLON _ SEPTIC TANK w - Zs. N) w I TEST 3 1 I 71.6 .1 . ' BO ' i z __ _ \ . z 2 , \ � x 68.3 \ k, I ; 1 \ \ - z I 1 D ,60 \ - - ), � . I \I I \ . 100 of� ' � SOTL4 � x 60.7 \ \ \ NOTES:LOT 4 TEST 2 4x \ \ 1. ALL WORKMANSHIP MATERIALS SHALL CONFORM TO D.E.P. I� 1 TITLE 5 AND THE TOWN'S RULES 'AND REGULATIONS FOR 4, 405 S. SOIL 0458. / .1 \ THE SUBSURFACE DISPOSAL OF SEWAGE. " �. TEST 1 I 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO \ - WITHIN 6" OF FINISHED GRADE. 1. 2 A C. I I / \ 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF I - 691 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN w 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 60.2 / 1 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS./ I 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL/ BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER,/ .APPLICANT IS TO )/ N ,0 / OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY./ / 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR/ / IS TO CALL "DIG-SAFE AT 1-888-344-7233 AT LEAST 72 HOURS , / 3 � I I PRIOR TO COMMENCING WORK ON ,SITE. . 1 7. CONTRACTOR IS TO VERIFY GRADES, AND ELEVATIONS AS WELL AS/ / SIECONDITIONS PRIOR TO COMENCING WORK ON SITE. ANY VARIATION/ --I'-------- _ ___ , _ I .- 66.2 / ---,--. �---- --- -.-, -_ I TO BE BROUGHT HEATTENION-OF THE DESIGN ENGINEER lMT _ - / / / , / Y - I / 8- PARCEL IS IN FLOOD ZONE c/ 1 9. LOT IS SHOWN ON ASSESSORSMAP 251 AS PARCEL 597002- 1 10. THE INSTALLER IS TO GIVE THE ENGINEER. A MINIMUM OF 48 HOURS� / (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). I / / ( - 64. . 57.4 1' / I t . I I . ` /, I /, . P - 59.3 r / I, �A lq( /ly a I 0�I, s ✓ ) . SOIL TEST P#14515 I DATE OF SOIL TES QTgBER_ SOIL TEST DONE _SW SER ENGINEERING I WITNESSED . __ OBSERVATION HOLE 1 ELEV.=--59.4 OBSERVATION HOLE 3 ELEV.= 62.0 DEPTH . HORIZ TEXTURE COLOR MOTT. OTHER PERCOLATION RATE _ 5_Z__ MIN./INCH AT 56 INCHES 1 0-7- A LOAMY SAND 10YR4/1 NO ROOTS DEPTH HORIZ TEXTURE COLOR MOTT. OTHER. - 7-28" 8 LOAMY SAND 10R6/6 ROOTS 0-8" A LOAMY SAND 10R4/1 NO ROOTS . _ .. 28-108" Cl LOAMY SAND 10YR8/2 5% COBBLES 8-28" B LOAMY SAND 1OYR6/6 ROOTS . I 108-156" C2 MESIUM SAND 10YR7/4 28-72" Cl LOAMY SAND 10YRI/4 - . l .. .1 - . .1 �. NO WATER ENCOUNTERED AT 1_56_ ELEV. = -46.4 72-120" MEDIUM SAND 10YR7/4 . I ­I,i x, . I ' 60.3 NO ENCOUNTERED AT - 120",OBSERVATION HOLE 2 ELEV.-_ ELEV. = 52-0 t . , PERCOLATION RATE __<- Z MIN. INCH AT 60 59.8INCHES OSERVATION HOLE 4 ELEV.= DEPTH HORIZ TEXTURE . COLOR MO ITT OTHER DEPTH HORIZ TEXTURE , COLOR MATT. OTHER " 0_10 A LOAMY 10YR4/1 "SAND NO ROOTS 0_8 A LOAMY SAND 10YR4/1 I. - ­ NO ROOTS - _10_30" 8 LOAMY SAND 10YR6/6 - " ­31 8 LOAMY SAND 10R6/6 RO -1 ' - 11, I 30-120 Cl LOAMY SAND . 10YR7/4 5%�COBBLES 31-120" cl LOAMY SAND 110YR7/4 . 2 50.3 NO WATER ENCOUNTERED AT _ ELEV. NO WATEW EN ELEV. _ 49.8 , ; 3 p? ; . Qc j� , APPROVED: BOARD OF HEALTH ,,I O, . CI 13 DATE AGENT PROPOSED SEPTIC DESIGN .", ! FOR - P, . . SIONE BUILDING co.CO0 . " L LOC.0F 4/oA - IDT 4 5 : CENTER1ANE _ I I . � 7 LAKE / Z­22-0 'l I V E - r C Iv WEO VAOUfT ENV IZ, A .1, " _ -, Y k A v m I 1"- fg 7 , t_ � I � ) SWA 7U K I�4 l �� 1 .4lr f � 4 I, f i t '' _ 1- I _ -\ �,- - � �) -_ LEGEND: 508- � P. O. BOX 713 ,J,,� 0T .. I ISOUTH NI ' MSTIN 20 85-6900 DENS MASS.-­" 1341 EG SPOT ELEVATION000 � 0 66" /91 �'"� - o/ "_/ EXISTING CONTOUR ---- 0---- , '� �� 0I 11 �* .1?% Ifi,r : FINAL SPOT ELEVATION 0 � ST� • "4; . 6 � DA 1 1 ' ­ ' 1�1 I .,I I I I I I I I: I I I�� ­I . ^ lS FIN TE LE - I .l I1 l, , I� _�,l ,l'I , _ I ­ AL CONTOUR O CT 1 �s 0, 20 SOIL JEST LOCATION .: & 1 ,UTILTY POLE -0- . 4, s,,, - I "I 'l TOWN -W --W REV. . , " ,� � �_CATCH BASIN 7472 - v1 GAS LINE \ 1 CA f- CLEAN OUT IR_ - CESSP OOL P REV, "C. MAP =EET I O � 1 ,, ", II S8 f�01�7472-00�dwg772-SASaWCC2014 SWEETER EN * RIN .. � ,I I 11 I I 1 - I . . .- .1__­- --. ­ , -I -.----