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HomeMy WebLinkAbout0005 MOON PENNY LANE - Health j MOON PENNY LANE Centerville A = 191 = 038 S M E A D No.2-153LOR UPC 12534 smasd.eom • Mado In USA lamumurdsRip Wum jF1 V=rf11scLQAl1Ana MAANUFfRDGRM LM TOWN OF BARNSTABLE LOCATION 0�'_MWm PO�T L1� _ C'c�lerye'li@ SEWAGE# .��'� '� 3 VILLAGEC� '(� �'�;'� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ILK LEACHING FACILITY: (type) SWgJ Ham, (size) i a�$" NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet , Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY i y Front ._ Muav* rRna y AV 1 �4 �r� �,2.s'� Ar J� 4 , A3s rq.5- OF 37 v oE` s l�sli s MOON PENNY LINE N �j 103.06'0� _ NLr Q A� 10 Z CONCRETE w 4, FOUNDATION TF = 64.0 Lo d -cow Stiff..: co � I r LOT 1 CO 22,961E Sr I G3o:ck 210.92 �.a'� •. as FOUNDATION PLOT PLAN DCE #15-034 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 5 MOON PENNY LANE PREPARED FOR: CENTERVULE, MASS. SCALE : 1" = 30' DATE : MAY 12, 2015 DEAN STANLEY REFERENCE ASSESS. MAP 191 PCL 38 OF A4,q q& I HEREBY CERTIFY THAT THE STRUCTURE SG o DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE A GROUND AS SHOWN HEREON. 0 A. pj off 506-362-4547 q ND,40980 far 505 36Z-BBBD 'p0 down cope engineering, inc. �$UR k CA4L ENGINEERS V LAND SURVEYOPS ss7 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR No. / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes �� f PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yltation I�ltl f0 � 8tJ08ar 6pstPttt CDYYBtCUtt1DTC PPrlrilt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. i� M®d��e�'N�` / Owner's 11' Name,Address,and Tel.No.Tn C Asa C0k tL.�a-�n Assessor'sMap/Parcel \Ck\— `3�j Q� �Q, �S �Q' C°ec{�efv•�`s� �'1�s5 Installer's Name,Address,and—Tell.Now. Designer's Name,Address,and Tel.No. laCf6.3(Va-a1` ' '2141 Otani 3y Q R,�s Type An Dwelling No.of Bedrooms Lot Size ' (p\ sq.ft. Garbage Grinder�--) Other Type of Building No.of Persons Showers(a) Cafeteria(--) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 3 Number of sheets Revision Date Title 9 Size of Septic Tank ` Gop Type of S.A.S. — tijt�p Q t,Qcl Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the cons ruction a enance of the afore described on-site sewage disposal system in accordance with the provisions of Tvironme al Code d not to place the system in operation until a Certificate of Compliance has been issued by thjeXd sth.i Date Application Approved by p Date Application Disapproved by Date for the following reasons pep k Permit No. Date Issued I 11 � .Now. . Fee 6 THE COMMONWEA H OF MASSACHUSETTS Entered'incomputej � r f�! .PUBLIC HEALTH .DIVIS'ION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes , tZvOIc&tIO.tt f&,-BISVO,taY 16pstertt COTYStrUctlOtt joerrnit Application for a Permit to Construct( ) Repair( Upgrade(")'Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. dd N��E'�`'C`i e. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel \�� '3� d Q �N Q/1 rV J NA le Q e K "r v�� � A,1 l�4 Installer's Name,Address,and Tel.No. - ti Designer's Name,Address,and Tel.No. `j045 '�CFn1--l5 f i �1aOby� d t4:5 C)1JX 7CYA Type of Building: 9 c� R,:,,r 4encR Ape,- l� Dwelling No.of Bedrooms, -1�1 > Lot Size Q�� `�& sq.ft. Garbage Grinder(—) Other Type of Building eSJe,c�.A\ No.of Persons Showers(,U) Cafeteria Other Fixtures % Design Flow(min.required) `5"3C) gpd Design flowlprovided " 'zj � gpd iF i Plan Date `J ' `C� ��j Number of sheets Revision'DW Title t � ti Size of Septic Tank \1;0G Type of S.A.S. '� - '©� ` -C`\r,trE Description of Soil Nature of,Repairs or Alterations(Answer when applicable) '.wi 'F f F•t� /1 -Date last inspected: Agreement: The undersigned agrees to ensure the cons ruction a at enance of the afore described-on-site sewage disposal system in accordance with the provisions of Title 5 o he vironme al Code .nd not to place the system in operation until a Certificate of Compliance has been issued by this Boa, ealth. i ed ? / Date Application Approved by ��( p / Date , F Application Disapproved by Date for the following reasons -I 1 .'vim e`rrmit No. ""' Date Issued ,. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Comviiance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(� Repaired( ) Upgraded Abandoned( )by at (Y\ 0 a h -P£ A n has been cons cted' acc an e with the provisions of Title 5 and for Disposal System Construction Permit No. da 8d ` Installer k�, ✓i n (.� IR 11 Designer r #bedrooms Approved design flow gpd The issuance of ht s p rmit shall not be construed as a guarantee that the system will nc' n �designed. Date I InspectorT _ , --------- v ---OL ----------------------------------------------------------------------= No. 703� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mispsal *pstem Construction permit Permission is hereby``granted to Construct ) Repair( ) Upgrade( ) Abandon( ) System located at ' 1\ f 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. y Provided:Construction must be completed within three years of the date of this permit. �nn Date 3 /13 / ),5 Approved by -w ' i FROM :down cape engineering inc FAX NO. :150B3629880 Jul. 17 2015 03:44PM P1 7o n of 11arnsitable IRE Regulator"Services 'I•homna F. Geiler,PirectOr era Public Health Diivdsign Tt oma McKwma,Dirtdor 2�>a)17L�a�a Stith a�,flea �mi ,. tB 6O1 Office' 509462-AG44 Fax: 503-?'10 5104 r a��e: !h IS vssp�a�e p°e n -41��0 t`�a�a��r�s PV9�gal��arrel lJ10? �+�a err r ' was ismd a put�o i,,,�J sep+c syst�� ..(l�0 U.�. Gr1 _ _bayed o� a drsip�tram b'y d tedbf •�riPsi ��} ✓ 1 certify that,selfdr, sy, a refe11�-ced above-Yras b.4if11ed-oubotal-ItiaY aee0rdb19 tO a i •r s 3L'C.4 as latm!sl zaloc tlon,of.tb 1 't1ac: design,wb%uh_Ziay uu;lude rniuor�plrro�'ox�- b t�. disEributiou bog audloe aeptir.,tank. ? cc�t i'iy tb,�t tlie: sel7fi,u system z��f�vmred abot.a : ix�st2i1.��'. itlz zu�jor, 0��12�)?e:i bTeaE4.1lo�satson of t;'�e SAS or a-zy vafti.u�l:CelE}r;�1('ja0.of €iuy cnmi7o�.E.rt � )bri iu accoz�aur,e vt� Et,,Mote F T.u�:�J.;l.�:gulatiuns. :E lauu nevi hog zo a� ed as gilt by de-,9 �� to follow. J '`H OF DANIELA. OJALA , (Fn,�talle '`L s�tiyre) CIVIL CA No.46502 0 a I STf a�w �SsrONAL LNG, (�n3i�c�`s Signature} eAignWs'3 'tamp H°?:e) , z � rt:-..-'ray :,�rABT _PtILIC F 2.a�r.a:n�r� Il-,1. L�Q 1�,, �S �) �1j, Q�jfl ei ���'� 1�.�� �1+�''V•.�'+,U_�iT P�.t L �r ` 7 070 Town of Barn stable .�,� P tfi Departiment of Regulatory.Services Public Health Division DMAMate / ne39• 200 Main Street,Hy naffs MA 02601 �AA Date Scheduled Time D Fee Pd. �UQ• y(/ Soil ,suitability .A ssesSment for S ' . e D o.. Z a Performed"By: k Witnessed By:,y� f/ LOCATION&GENERAL INFORMATION Location Address �,_ �Vle Owner's Name/�� �l.Z n/l o c�„ Address Assessor's Map/Parcel: 9� 3&- ✓� �Al�e Engineer's Name NEW CONSTRUCTION REPAIR 1" Telephone# 6 b� �(,S/ Cf Land Use: yoo d S Slopes(%) G _ Surface Stones I�IOA e Distances from: Open Water Body _>(00 R possible Wet"Area>(O�J ft Drinking Water Well >(C)o Drainage Way ft Property Line � I Q ft Other ft SIM'TCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands•In proximity to holes) A0C)npehhy Lan lo' V") dypral, � 1 I' � 6ASed On 4pwh G LS I 2- Parent material(geologic)G&C a I / ( Depth to Bedrock _•- t t y Depth to Groundwater. Standing Water in Hole: /"/ _ Weeping from Pit F4ee 111AT Estimated Seasonal High Groundwater /V I/ t DETERUWATION FOR SEASONAL HIGH WATER TABLE Method Used: Al G W 14� Depth Observed standing in obs.hole: Iu, Deptit to soil mottles: In, Dcpth to weeping from side of obs,hole: In, Groundwater Adjustment lit. Index Well# Reading Date: Index Well level Adj.f+actar,..,,_.,_,._ Adj,Groundwater Leval Observation JPERCOLA.TZON' TEST bnf0,V/WV Tbna (_)! 0 Hole# I Timo at 9" Depth of Perc (12 V Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Icch ` Site Suitability Assessment: Site Passed Sitp Failcd: 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 wetland,you must first notify the Barnstable Conse>Evation Division at least one(I) week prior to begizlnWg. Q:\SEPTICTERCPORM.D OC i DEEROBSERVATION ROLL LOG Hole# Depth from Soil Horizon Soil Texture .Shcl Color Soil• Otber Surface(in.) (USDA) (ivlunsell) Mottling (Structure, Stones;Boulders, -Consis ten;y %'Gravel) y-30 Q S. L I�yl?y�6 73� C3 1'I/CS 10yRS/� DEEP OBSERVATION HOLE LOG. Hole#. Z Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell ) Mottling (Structure,Stones,l3oulders.Consistency,%Grave y � s L +oy��l� • C, �� Grovel 9 /3Z C3 11165 (.Oy/ l0-/1 0' &0 V_e� DEEP OBSERVATION HOLE LOG Hole --- - — Depth from Soil Horizon Sell Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. xk S L /0YR 9/� �(�.-13Z C .�"I/c i�yR•s/,� l�-Is-%.Gravy/ • DEEP OBSERVATION HOLE LOG Hole# 11 Depth from Soil Horizon Soil Texture Soil Color sell Other Surface(in.) (USDA) (Munsell) Mottling (structure,Stones;Boulders. Consistency, 0- A L S 10y / 3y I� ' s L t0 yp . t/ /1/65 /0 10-15% Goa i/e/ • Flood Insurance Rate Map: 1 / Above 500 year flood boundary No. Yes Within 500 year boundary . No V Yes- Within 100 year flood boundary No. Depth of NaturaNy OccurringFervious Material Does at least four feet of naturally occurring pervious material exist in a]1 areas observed throughout the area proposed for the soil absorption system? Y P S If not, what is the depth of naturally occurring pervious matarial'1 Certification I certify that on /��� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in�10 CUR 15.017. Signature Datb Q:M?T1aPE1ZCP0RM.'DO C t4o r � n� w z w. V w Q ® ® a ® ® y®® L0 OL FRONT ELEVATION` V Z SCALE: 1/4" = 11-0" --_ Z W � [L 1-- _ Q LU a0 }—O— \xp Q W —1 Q W t REAR ELEVATION y SOB: 0502 SCALE: 1/4" = 1'—O° 17RAW^1 BY KW DATE: 8/4/C5 Q la �7 5 J 12 �/ la F7 W FAKE RAKE BD. Z W U � U _1 p IZ QC CO lL CQ LO L --- J (L. I I � lq�' z . TRIONT ELEVATION LU SCALE: I/4" 1'-0" Q m OL - _ 5 � 12 laLU O [L QQ Z t O w � Q `9.Q lU N (1/ -1 a w j _ SWEET 11 A:2 ` I I LEFT ELEVATION . - JOB: 0502 SCALE: 1/4" = 1'-0" _ DRAWN DATE: 8/4/05 i fy A L'i Q w -O" 20-0u —IJ w LL w I E--- � z w V DECK HEAD AND. 6068 SLIDER AND. 2432-2 AND. 2432 �,.. co co 2B 20'-2'' o k1 :v q'- olo Fo LAUNDRY/ MASTER � � co b o KIT DINING G 010 5 2" �+ 1/ SATN BATH to a o I OL <v -BROOM 2 Q Z CLOSET � N 2g s O LINEN Ll' O GARAGE ¢� REF. _ 2 GLG+SET 2 lV ro 4" CONCRETE SLAB PITCH TOWARD DOOR — — — ' N C (2) 9 1/4" LVL'e.FLt15H ABOVE 2� p O Q 4g N BI-FLD 1T-10" - 141-211 LIVING ROOM MASTER �• I I BEDROOM a IBI-FLD a G. q'x7' O.H. DOOR I G 2Q I .c GL. — ' AND. 2446 AND. 2446 AN - 2446 AND. 2446 } Q L Q Z (Y W °- 31..0n 5_6n 6'-6u 7'-0' 7._0n 64'-p" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" t; SHEET F 0502 Ir DRANN-BY:KW DATE 8/4/05 r 3b'-oN W AND. 2446-2 AND. 2432 AND. 2446 }-- V I5'_ba 8-4 LL t aD i 22 m 24 RFT-R M r---� 2A 's /1 2¢ i ATTIC in u C(� LACCE�4S ON. AND. 2446 a v 5Q 5Q a cv CEILING CLIP r- ------------------- ----------------- - --- --- r----� i SKY SKY LITE i LITE ABOVE ABOVE 4' KNEE WALL i - L----J L w O Q am t a x � N � 16'-ou c JOB: 54E-0" 00 J J ------------ ----------^--7 -----------I 2-2x10 RIMJOIST 4x4 P.T. POST j Lu GALV. METAL POST ANCHOR I I 10" "SOHO TUBE" PIER TYP. I Lu cli _ I ►- ''@ 1 6' 61LCO aBULKHEAD I I v Q I ' BULKHEAD I Q t � ------- --------- — ------------ - ------- ------- -- -- - - Y __. ..:. ...._ _. _., : N �x _ .... _. `La ._ ...a z.. -.. .w... :.. :. .._. .._J •_ ,.-.,ye .E: p.' :EF;�L. ,Yfi'L'i�.rE - .s ..F--•s.c..-.L: .::e :c{f:��:'-YJ,.n.....,,:..t,.. ,..,.+,,. ..:b,.,,.b�.•.:,.:{...E:..:.t:r,v.,.<..a:...er... ...h;..r .r-. .<_7 - _•sx'. " •..i. riS%`.iv,`,�. -._2o-_z - _ ,.rs.. __ —q- �y- .° I I I :vat I V1 1T 01" CONCRETE WALL I•t E co 16"xiou CONT. FOOTING 1 iai 1 u. E. co i FULL BASEMENT Lo VAPOR BARRIER I 3; OL I ltif I 3 V2" CONCRETE SLA3 7.x- .. T6" R, pj� — _ Z. I GARAGE I 1 I 4" CCNCRETE SLAB 1 3" 1 PITCW TOWARD DOOR I . — I I I ? 3 2xI2 GIRDER 3 1/2" DIA. STEEL COLUMN I j " p f • 1 ;, 1 I I .L� 1 36 x3bn x12 CONCRETE PAD TYP. IF x INI DROP WALL UNDER SLAB AT ----------•D--OO--R-- _---- -- :a::Gy;I ?:jru?:�1:n*�t4�•J y�1I �1a:—'_<..-.—.�i'i - - ;:('aGF�: ..:1 :4aw' •::l";= — ::Y.:�,1. ex7.�'—q CONCRETE NC.•Rr;. .E,1W A"LL ._t.. $.. :10L--- ----_ -----— 16"xl0° CONT. FTSING TYP. w Z ----------- V� -- ----------L--- ----- ---i---- {----------- n ———————————————--- --.----------- L0 co Q a- X Q- 16'-0° N Q fY GARAGE ADDITION Q SWEET ~, JOB: 0502 r - - DRAWN BY= KW DATE-. 8/4/05 RIDGE VENT Q 2.12 RIDGE BOARD ASPHALT SHINGLES 12yo 5/B° GDX SHEATHING w 5 fib° 0. .e .. C+c 12 -- R38 FIBERGLASS INSUL. 12 ` 2x8 5 @ 16 G. MAINTAIN AIR SPACE W 1x3 STRAPPING 41-2' 1/2° GYP. BOARD PLASTER FINISH Z w .0 BA V r 4' KNEE WALL FINI FLOOR ixB VENTING DRIP EDGE 1x8 FASCIA 4-1 3/4 PLY SURF Ix5 SECOND MEMBER A ALUMINUM-GUTTERS AND DOWN SPOUTS 2xIVS @ 16' O.C. FRIEZE BOARD AND MOULDINGS O 1NISH STAIRS 13R �—R21 2x6 EXT. STUDS @ 16" O-C. —F R21 F.G. INSUL- I 3-2x12 CARRIERS 1/211 PLYWOOD SHEATHING KITGI-fEN G TYVEK A D9 4" T.W. R RED CEDAR GLAPBOAR °D (FRONT ELEVATION ONLY). (� CO r` W.G. SHINGLES 5° T.W. SIDES 4 REAR v FINISH FLOOR 3/40 T*G PLY SUBFLOOR Z_ R30 INSUL- SEAL G[ CC) 2x10'S @ 16' D.G- P.T. 2X6 FILL + SILL O 32" 3-2x12s GIRDER�-� i., - - ANCHOR .AT /r IIjiffill I- 4 - - -" R STAIRS 13R RIDGE VENT _ QLu r 2x12 RIDGE BOARD ti' BASEMENT 3-2x12 CARRIERS 4 Y.IF ASPHALT SHINGLES t,. �' LLS 6/8° CDX SHEATHING '.jr LOLLY COLUMNS 8"xT-9° _ANC. WA a, DAMP PROOF BELOW GRADE 3 1/2' m n 3 1/2° CONC. SLAB 12 12 i x8 5 @ 1G O.G. _ 36' o O* a ��� �6•0 26'_Da m CONT. VENTING DRIP EDGE GROSS SECT I ON Ix8 FASCIA 5CALE: 114" V—O" Ix5 SECOND MEMBER Z ALUMINUM GUTTERS AND DOWN SPOUTS O.G. FRIEZE BOARD AND MOULDINGS 4L1 Ix3 STRAPPIt,1_', 5/8" GYP. E`..ARD 680 2x6 EXT. STUDS @ 16' O-C. 4 Q FIRE RATED 1/2" PLYWOOD SHEATHING H V Q TYVEK WRAP RED CEDAR CLAPBOARDS 41 T.W. W - Q co (FRONT ELEVATION ONLY) W.G. SWINDLES 5 T.W. SIDES S REAR .W J °D GARAGE Q:. (L N 4° GOTlG. SLAB ----- FIRST FLOOR 4 -- - — --- --- P.T. 2X6 SILL + SILL SEAL =" ANCHOR AT 6' O.G. MAX WxW-9" GONG. WALLS '24 I �. 5HEFT ----------------------------- AG GROSS SECTION DRA 05 DRAWN BYE KW SCALE; 1!4" 1'—OI' DATE: 5/4/05 LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR o� s COMPARABLE MEANS FOR FUTURE LOCATION. (NOT 70 SCALE) 1. DATUM IS ASSUMED hree Wequaquet 99- EXISTING CONTOUR SYSTEM DESIGN. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS AVAILABLE �o: Lake X 99•1 EXIST. SPOT ELEV. TOP FOUND. EL. 64.0' FILTER FABRIC OVER STONE GARBAGE DISPOSER IS NOT ALLOWED \ 62.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 61.5' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. -[99]- PROPOSED CONTOUR o 0 PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" BLOPRECKS STORISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS o r o f9s.4� PROPOSED SPOT EL. PROPOSED 3 BEDROOM DWELLING RISERS (TYP.> 4"�scH4o PVC MORTAR ALL TO BE AASHO H-1Q oo ego TH1 DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD INVERT IN 57.67 Kok pt PIPES LEVEL 1:iT 2' COMPONENTS ENDS 4' 5. PIPE JOINTS TO BE MADE WATERTIGHT. r ° (n P') SIDES 58.5' �� o o } TEST HOLE USE A 330 GPD DESIGN FLOW 58.61 1500 GAL H-10 P = w Locus .I. 10" 14" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH o� 2% CA SLOPE OF GROUND 58.33' TEE SEPTIC TANK TEE ° ° ��®OO ��®® ®�®®- ®O® °°°° c� 8.08' °°°°°°°° 310 CMR 15.000 (TITLE 5.) o go 0 0 ° o ° ° 6" MIN. SUMP - 'o°o°o°o° ®®®®®®®®�®® ®®®®®®®®®®® 'o°°o°°o°o° GAS BAFFLE," °°°°O°O' °° 12" MIN. INT. DIM. N ;oo°o°o°o ®®®®®®®®®®® ®®®®®®®®®®® °o°o SEPTIC TANK: 330 GPD (2) = 660 °^ ° °°°° ° °°°°° °°°°°°°° ®�®®®®®®®®® ®®®®®®®®®®® °a°o°o° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 0, °°°°°°°° . ° ° ° ° a Q� UTILITY POLE �`':: +: 4' LIQ. LEVEL (ACME OR EQUAL) 57.94 57.77 °°°°°°°° °°°°°°°° 55.67 BE USED FOR LOT LINE STAKING OR ANY OTHER USE A 1500 GAL. SEPTIC TANK ::, . : ..,...:••:.;,:.,.. .. ;: ..,;,•;. ...,:.-..: WATERTEST D'EOX PURPOSE. \oo gog°o°o°o°o°o°g°g°g°g°g°g°g°g°g°g°g°g°g°g°go; FOR LEVELNESS FIRE HYDRANT ° O ° ° ° ° ° ° ° ° , ° ° „ ° ° ° ° ° , ° �Y° '`°'00'- " "''•' ° ° ° ° ° °•"-^' -'"'•O ° 3/4"-1-1 '2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL " Z NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING LEACHING: ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. d Q� eeo e 4 SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD 6" CRUSHED STONE OR MECHANICAL OVERALL DIINENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' ^ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED o COMPACTION. (15.221 [2]) WITHOUT INSPECTION BY BOARD OF HEALTH AND Greo orsh Q J BOTTOM 25 x 12.83 (.74) = 237 GPD (2.5% SLOPE) (1.4% SLOPE) (• 1 % SLOPE) PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE TOTAL: 472 S.F. 349 GPD MIN. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ' SEPTIC TANK 10' LEACHING FOUNDATION- 11 D' BOX 12' NO BOTTOM TH-1 LOCATION (1 F ALL UNDERGROUND AND VERIFYING THE LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL FACILITY NO GROUNDWATER FOUND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES BUILDING SEWER OUTLETS AND USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY WITH 4' STONE ALL AROUND NOT TO SCALE PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 6 BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 191 PARCEL 38 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ZONING SUMMARY TEST HOLE LOGS ZONING DISTRICT: RD-1 RESIDENTIAL DISTRICT MIN. LOT SIZE 43,560 S.F. ENGINEER: DANIEL E. GONSALVES, SE #13587 MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' WITNESS: DONNA MIORANDI, RS MIN. FRONT SETBACK 30' DATE: 4/16/14 MIN. SIDE SETBACK 10' 2 MIN INCH MIN. REAR SETBACK 10' < PERC. RATE _ / MAX. BUILDING HEIGHT 30' CLASS 1 SOILS P# 14332 ELEV. ELEV. REFERENCES p» 61.5' O» 61.5' A A CERT. #194434 MOON PENNY LANE x 62.94 LS LS LCP #24654A DRAINAGE MANHOLE x 62.72 62.26 x 10YR 3/1 10YR 3/1 " COVER. ELEV =61.6 62 4 5 6 D 1.62 x 61.75 B B x 61.50 x61.71 - SL SL \ _ x 62.0 62 30" 59.0'\\ 10YR 4/6 47" 10YR 4/6 57.6' I q \ I � • 103.06 tD \ C1 C1 PERC M/CS M/CS I N ' TH1TH2 � Nr w I o 0o I TH3 I �. `� 66" 1 OYR 5 8 56.0' 66" 1 OYR 5 '8 56.0' TH4 TOP CENTER SPINDLE / / ' , o \ HYDRANT. ELEV. = 64.7 goo1 o Cl) I � � \ C C 100%�RESERVE 2 2 MS MS x 61.16 < m x 4.671 = 96" 2.5Y 6/6 53.5' 98» 2.5Y 6/6 53.3' 61.51 " Y� � 02.69 C C 0 00 [62] 1 0 3 � x 6 .1 62 q.2.0 \ M/CS M/CS L f 1 „ 1OYR 5 8 » 1OYR 5 8 62 0 [63] � ,.. 132 / 50.5 132 / 50.5 ti NO GROUNDWATER ENCOUNTERED 6 \ v 11 Zr 62 PROPOSED DWELLING GARAGE x 62.94 0 1 .�t. ELEV. ELEV. TOP OF FNDN. 0 � 1 OttIT 61.5' Opp61.5' EL. 64.0 pr(- 237 - - 6Q 63 ��, 1 r A A 64.66 12.43 x 63.3 63 62 7 DECK x 62.8 f 1 LS LS 63 / `6'�, 0 1 6» 1 OYR 4/1 610 1 OYR 4/1 6S 1s3� 11 Q B B [64] 64 _ ' 36" 58.5'SL SL x 64.36 co- 1 1 OYR 4/4 34" 1 OYR 4/4 58 7, TITLE t) SITE PLAN 66 65 II x 62.05 C C tn' 6 I PERC OF s 65 LOT 1 I 6� 22,961 f SF \ x 6 $ _ I M/CS M/CS 7.78 x 64.64 x 65.44 I 5 MOON PENNY LA N I 10YR 5/8 10YR 5/8 210.92' �� �, I CENTERVILLE, MA W PREPARED FOR 132" 50.5' 132" 50.5' NO GROUNDWATER ENCOUNTERED DEAN STANLEY DATE: MARCH 10, 2015 Scale: 1"= 20' �I( OF 61gs � 4�NOF"'ASsgC " n46 0 10 20 30 40 50 FEET DANIEL \NrmoA'OJALA off 508-362-4541 No.40980, �o ��' °� G/STe��� I fax 508-362-9880 '�'ss�° CJ`i FSsIONAL ECG\ downcope.com @ Nd SURD � , down cape endiaeeNag, inc. civil engineers ` - D ' land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE ## 15-034 15-034 STANLEY.DWG