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HomeMy WebLinkAbout0025 INDIGO LANE - Health jMar INDIGO LANE stons Mills 098 — 059 e TOWN OF BARNSTABLE LOCATION ✓ ,OQ o q0 n -Qo SEWAGE #_ ),Ol4- SIC}; VILLAGE � �� ASSESSOR'S MAP & LOT M INSTALLER'S NAME & PHONE NO. (5 SEPTIC TANK CAPACITY 1,;5CO aq )lm—s LEACHING FACILITY:(type)—w �C'Ctchi ( � (size) 600 /Ibn NO. OF BEDROOMS PRIVATE WELL O PUBLI�WAT�E �. BUILDER OR OWNER e-.Sc 004P- U'l I DATE PERMIT ISSUED: , rz DATE COMPLIANCE ISSUED: 7 4i ..,ARIANCE GRANTED: Yes No i - I -sy 7a r �v s 6� No. V — � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zippfitation for jBisposar 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 25 Owner's Name,Address,and Tel.No. 4*j j lfe Assessor's Map/Parcel N L eu/ f tt-ll 4 l Installer's Name,Address,and Tel. o. Designer's Name Address,and Tel.N NO Type of Building: �p ? Dwelling No.of Bedrooms Lot Size .JD 755 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 D gpd Design flow provided 3 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Col 5 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the c struction and mainte a afore desc a n-site sewage disposal system in accordance with the provisions of Title 5 o he Env' ental a and of to place e syst m in o ration until a Certificate of Compliance has been issued by this Boar o H th. ,? /J Signed — Date J S Application Approved by Date Application Disapproved by Date for the following reasons Permit No. "1 0;,— Date Issued l(? a2 L Ae P t -`a U► i — r. f'. Fee 50 o.N ' R „ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplic tion for BispoSAY 6pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2,5 IIV916W LAWE Owner's Name,Address,and Tel.No. 1*31 NYWE ; Assessor's Map/Parcel v'N���/V�✓ 'l/�T Installer's Name,Address,and Tel. o. Designer's Name,Address,and Tel.No. r>SR& �� J AM AA4 Type of Building: _ �7 Dwelling No.of Bedrooms o Lot Size `> sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided �L/ gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank I Ci(9 C� Type of S.A.S. (,P 57co J 7 Description of Soil + �' A� - f Z' Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: , 4 Agreement: The undersigned agrees to ensure the construction and maintenance-oLthe afore desc to,, n-site sewage disposal system in accordance with the provisions of Title 5 o he Env- o 'ental _ �`' p y H n b `t t� e and n`t to l�ce e s st m m o ratio until a Certificate of Compliance has been issued by this Board of He th. 7 3 / J Signed Date Application Approved by ; \ Date Application Disapproved by Date i for the following reasons Permit No. PQ 1 L(0 Date Issued' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifirate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by v at 2�D J�n I—MF— kA M)Lk,., has�been constructed inaccordance with the provisions of Title 5 and the for Disposal System Construction Permit No?h/ n/ — `(UZ-dated Installer Designer 2 #bedrooms 7j Approved desi�fi flb, �Vesign 3 7 n and The issuance of his it shall not be construed as a guarantee that the system will 1�nctio aed. Date '7���jerm,'_ L Inspector (A 1 ----------------------------------------------------------------------------------------------------------------------------Q---------- No. 0��'� Fee + / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem ConstrULtion 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) x System located at �j W016i O LAYJa M M )Lb S I !mot and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Titlep5 and the-following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. t Date e L� Approved by Town of Barnstable F1NEI Regula tory Services Richard V. S � ali Interim Director L�[tN5CA8LE, ' +ass Public Health Division { rFa ''� Thomas IyAPKean, Director 200 Main Street Hyannis,IAA 02601 Qffi e: 508-862-4644 Fax:: 508-790-6304 Installer & Desiener Certification Form Da e: 7 ` Sewage Permit# c�()I —.q6d-Assessor's 1Map\Pttreel De 'goer: ;� ,,.� ��-:�,�. ►�,�. �_ �._ .t. InstaAer: FNGK 'A:d'iress, A C Address: 0° 13a 77 S E—�-cis�� ��" ®2� ,�(�( ��1��.v► n�;s �l.(� Q Z 6�� l 1 On ,I/ j�Nt `' was issued a permit to install a (date (ins11taller) sep�ic system at 2✓ �� � 6 Vin based on a design drawn by #. 5 n-aQr CL V�_mff.., Cu dated , t (designer) i I certify that the septic system-referenced. above was installed substantially according to the design, which may include minor a1)proved changes such as lateral relocation of-the distribution box and/or septic tank. St i-p out (if required) was inspected and th6 soils were found satisfactory. I certify that the septic system.ref reiac' d aiiove was `installed with mmjor changes (i.e. greater than I W lateral relocation of the SAS or any vertical relocation of any cor ipanent:' of the septic systems but in accordance th;State & Local Regu3:ations. Plan revision or certified as-built by:designer to follow. , _trip out(if regiiiecl)`vas inspected and tlxe soils Were found-satisfactory I-'certify9hat the:system referenced above was constru with t>?e.errns of fe.I�A approval lettes;(ifapplicable) PETER T. WENTEe CIVIC. No.35109, aIVAL Ob� , (Designer's Signature) (Affix Designer's Stanip Here) PL ME RETURN TO BARNSTABLE PUBLIC'HEALTH DIVISION. CERTIFICATE O i COWLIA.NCE WILL NOT BE ISSUED UNTIL 7BOJU;THIS: FORM A A:S-- B = ILT CARD ARE;IDI CEIVEED'.BY TBE BARNSTABLE PUBLIC Lam.LTH DIVISJON. T 1 Q:1 ticlDesigner Certification Form Rev 8-14-13.doc ' Town of Barnstable P#_ Department of Regulatory Services > F Public Health Division Date c 1 c .200 Main Street,Hy nnis MA 02601 RFD MN�A Date Scheduled Ti ® D UQ C.d me Fee Pd. � V , Soil Suitability Assessment for Sea e Dis alr a, el Performed By: M��`�l�-C. Witnessed By; LOCATION &Location Address GENERAL INFORMATION , 1 Owners Name /6/� iz lm� Address Assessor's Map/Parcel 9 �� /►/ Engineer's Name�e}��./�L FHJ-40-tL NEW CONSTRUCTION REPAIR Telephone# 5O4r—T 7 7�` `3; Land Use Slopes(.9'o) Surface StonesA)gA-C Distances from; Open Water Body ft Possible Wet Area� �ft Drinking Water Weller ft Draihage Way ft Property Line eft Other IF ft SKETCH:(Sleet name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands t'n proximity to holes) I�d�r So P Parent material(geologic) Depth to Bedrock .e_.- Depth to Groundwater, Standing Water in Hole: A3 Weeping fTom Pit Face ��A­ Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE 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 ., �, fr• Index Well# Reading Date: index!Ne!l level-.:�..e, � "Adj,Actor,.,,,aR Adj,G]roundwaterLevel PERCOLATION TEST bate Time Observation Hole# -- Time at 9" Depth of PercB ZZ t Time at 6" Start Pre-soak Time @ '4 `��`n3 Time(91'.6") � P End Pre-soak Rate Min,/Inch. 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. Barnstable Conservation Division at least one,(1) week prior to beginning. Q:\SEPT[WERCFORM.DOC r i DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders, Consistency. Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture ;Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency,% ra -77,- •-W Gz #A �-toj -L-s-Y 7t3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sail Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsistency, 75 Gravel) [, DEEP OBSERVATION HOL-,E LOG Hole# Depth frorn Soil Horizon Soil Texture Soil Color 5011 Other Surface(in.) ; (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, b-30 -1 -36— Z dLI—C-Stiff 2,.5E� re . Flood Insurance Rate Man; Above 500 year flood boundary No-- Yes (i. Within 500 year boundary No Yes Within 100 year flood boundary No Yes . Depth of Naturally Occurring Pervious Material Does at least four feat 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 Protecdon and that the; above analysis was performed by me consistent with . the required ' ing,expertise and experience described in 10 CMR 15.017. —" Signature Date (1q Q:%SEPTICU?ERCPORM.DOC Town of Barnstable P#I ME Department of.Regulatory Services . . > STABrA , Public Health DivisionMAWL Hate 200.Main Street,Hyannis MA 02601 4 ,0� Date Scheduled , i.- 4Time Fee Pd. • d J• .. •' . '� .0 So►zl Sr�itabthty Assessment for Se` ge Das o l g Performed By: 5�111��/lLt_'1 ENA I YI C Z_�(l� Witnessed By: 0 LO CATION&;GENERAL INFORMATION Location Address qq• � , `LGI l'l f�. Owner's Name. ,�(.�,C�l.-� �. �tJ�►T1 YYlI►'1 S! �I L�-c� Address. .I u�� N0'rw 00 A- ` pt \(Al \CAI cA 9 4(o Assessor's Map/Parcel t/'t�S a t�li� Engineer's Name' fi/fi'(. NEW CONSTRUCTION REPAIR Telephone 9 ""(��—yZs-33 y Land Use WD©/� 5 Slopes(45) ��—/S— Surface Stones Ale)h Distance's from: Open Water Body Z30� ft 'Possible Wet Area Drinking Water.Well '— ft brainage Way ft Property.Cine"2 S, l- ft Other ft.. _ iCj SKETCH:(Street name dimensions of lot,exact�ocadons of test holes&perc tests,locate wetlands{n proximity to holes) C_ osa058 098030 #24 -`n 106 I t t9 e A "� { 1 :�Sol 09805 #129 v. YS TT I a � T113 be lr,tq�-ed� ghov� EL Z`i ,Co•`c�u,,> - Per-c-4 Pj 316a,7 i I 098060 ( 40W EL_7.3. i .Z'v,&\3) l,t t �I #to7 �A L7 P �II G 1 / � :.Parent material(geologic)�U"�w�!(' Depth to Bedrock Depth to Groundwater. Standing Water in Hole: r ' 8�'g Weeping froin Pit Face Estimated Seasonal High Oroundwl ter" ��•�' ��•`�-3� DETERNIINATION FOR SEASONAL HIGH WATER TABLE + Method Used: Depth Observed standing in obs.hole: gZ•8 _— ___In, Depth to soil mottles: In. De P`th to weeping from side of obs.hole:. - — In, taroundwater Adjustment ft. Index Well#NkV1'Z9 CReading Date:SU14.13 Index.Well level '1.1 7— Adj,factor 1. .21 Adj.drnundwater].evel PERCOLATION TEST bate TIM0 Observation L Hole#. r i17. A T C 7l Tinte at 9" ._. Depth of Perc '30 ' 3 3', Time at 6 - P Start Pre-soak Time @ a of End Pre-soak Rate Min./Inch Site.Suitability Assessment: Site Passed. X Site Failed', Additional Testing Needed(Y/N) Original: Public Heath Division Observation Hole Data To Be Completed on Back ----- ***If percolation testis to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SF_PTIC\PERCF0RM.D0C DEEP.OBSERVATION HOLE LOG Hole# 1 Dcpth from Soil Horizon Soil Texture Soil Color .Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure 'Stones;Boulders: onsistency:%Gravel) tw 1 I'%C.�s�iaf' �Gq` r'a o' /. IOL 2 '-92 o C �cxrrfc. 5qat . fo /r' 6L 6 fo.h� �At,c�f DEEP 6�sERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) : (Munsell) Mottling (Structure,Stones,Boulders onsisten %- tav Owl o� 2 cv , • tt DI;1;P OBSI;RVATION HOLE LOG Hole# 3 , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling Structure,: tones,Boulders: -Conslstcficv.%aravel) I�YR GlC 1w el DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stops ;Boulders, j /. . ons' to PAI 2 - l0 r ovP ScP.► t'0efl C Sore; Ca�av�� Flood Ittsurance Rate U Above 500 yea flood boundary No Yes Witlun 500 year boundary No Yes' Within 100 year flood'boundary No/ 'Yes Death of 1`taturally Occurrint:Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the . area proce posed for the soil absorption system? t If not;what is the depth of�naturally occurring pervious material? ' CertiCtcation - .. � I certify that on l� 2 (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,e" erns and eitperi nce scribed in 10 CMR 15.017: .. Signature Date VgY4/�-3 - j Q:W E rf rlCWERCFORM.DOC .. ZA� � for 6-7 I I I I TOP PLATE 0 m TOP SEC.FLR.(SUB.) FIRST WALL PLATE ®®® ®®®® ®®®� 10 ® ® i ® ® I �i�a ® ® i ® ® RIO ®®®® ® ®®®® FIRST FLR.(SUB.) I I ( ®®®® ®®®® —'—' 3'-T' 6'-9,° 7'-6" ,i., 7-6" 6`11" 3'-7" _ ICI Imo— I FRONT ELEVATION EXTERIOR FINISH NOTES FRONT SIDING - 3 1/2" EXPOS. CLAPBOARD SIDE 4 REAR SIDING - 511 EXPOS, W.G. 5HINr3LES 1X& / IX5'CORNER BOARDS 1X2 / IXro RAKE BOARDS 12 12 1X4 X 5/4 WDW, TRIM 4 +-1 112 1X5 X 5/4 DR. TRIM VERIFY ARCHITECTURAL ASPHALT ROOF SHINGLES 12 12 12 �12 L712 12� � Y : Duo onum® _ 11®®® MUM GN i ®®®® ® J OD O`DENNIS PIORT,MA.O 6395 - 508-775-4300 email-olsontlesignQverizon.nel ®®®® ®®®® NEW RESIDENCE 25 INDIGO LANE OSTERvILLE, MA DESIMONEBJELDERS Jrl �:�.�--?ram AA�C� °C)U(J JIJ �)1JJCJjSJ� U� J� r�r�r>O��G�J LEFT ELEVATION " s EpEG c ELEVATIONS D.O. A 1 OCTY13,zo,4 — O Nn(E:ALl QUIT-uP MEtftdEl6Y o fo BE5tuta+Ng1L-QPALL �L2113/0,1'11,LVL LATAiviA`TvbtjS r-43113/,4xl4uf,— 42-amiekS vr—W/2x8 Y4c kY L7o E0.Ldevf f�7VP l4]13/4 r q'Iv LVL '�Neu w-2 2x9 eall I I , M I ::_ ::__ 11 Sol — FIRST FLR.(SUB.) . L'7a BASM4.7di' -- - -c D s �J ,U 'i Cis 5ASEMENT SLAB 2' 7 4 ------------ .. 21'-107A° EXTERIOR FINISH NOTES . REAR ELEVATION FRONT SIDING - 3 1/2" EXPOS. CLAPBOARD SIDE 4 REAR SIDING -.5" EXPOS. W.G. SHINGLES 1X6 / IX5 CORNER BOARDS 1X2 / 'IX& RAKE BOARDS 1X4 X 5/4 WDW. TRIM IX5 X 5/4 DR, TRIM ARCHITECTURAL ASPHALT ROOF SHINGLES ' 0 SON OD DENNIS PIORT,GN MA.02630 ASSOCIATES 508-7754300 emall-olsondeslgn@vedzon.net NEW RESIDENCE 25 INDIGO LANE OSTERVILLE,MA u DESMIONE BUMDERS RIGHT ELEVATION u e SHOP °N4 Z"RAl ELEVATIONS 9 P.e�Ep E emmey D.O. A-2 OCT.13,2014 7W-10° .�/y.}.} ' fir• �.Jr'fr�,. /' , A' 15'-9' 24'-0" 18'-0" 77,_7" 1 1 �O, C✓1 1�' \1 V V�) � ITZ - 1 4bfLA,-c ......... ........... 22'-01- a SdP3°112°(I3ff�1 S10fc4 - —" -- ---- -:. ._ _...o ..-......----..-._.__.._...._-___...__....._.__.__..__......-...._............_.................----------.... . H I ---- NL7jj ...-...r P_._.. GABaRFPLACE _ AS BFIECTED suEaa TWO STORY N T 'E11pDD _ °. GREAT ROOM ;T - 15'-5h° giltu.,as ITCH EN BREAKFAST NOOK iv 4 1D ___________________________ MASTER BED M _ e � FD m �6 §a N S l� N 4 Iv DIN '-T/B'r: zs F,' MUD 4'-0° '-0" 6'-0" BNEAa wAu POW ER ROOM Vte PLYWOOD TO - Vbl 4'•9" ST_6rog - e .8 Aa 3"I'2" inaE'rLYua�oo . TNis60E � 8'-4° 13'-T B'- 13'-6° 1'•6" Sd r?°�t2" '9� \.. _./ MASTER BATH N LAUNDRY "pm T _______________ iv FOY DINING 9 6 1A IFT� 4 m 3'-51h" 6'-11" 3'1+/z" GARAGE US 0/B"F.G.GYP.BD.°CEILING 1 AND ALL NOi18E WALL6 O+•j 18'-01, Y� J. s. 5-0" 5'-0" 3'-7" 6'-11" T-6° T-6" 6'-11" 3'-7" 6-11" 6'- 1/1 0 1 FIRST FLOOR PLANS OA SA ?Q'O° ��tic tia OT OLSON DESIGN ASSOCIATES 11.J� DENNIS PORT,MA.02639 508-7754300 email-oleondeslgn@wrtzon.net 1 NEW RESIDENCE 29 INDIGO LANE OSTERVILLE,MA DESIMONE BUILDERS FIRST FLOOR PLAN sreuoTBrr�,, ' N0.la,°B OmmBf °°g,EgQB a D.O. ,q l E"O�4 qsY By. sr �w OCT.13,2014A-3 15'-9" 24'-0" 3'-W 9'-0" 9'-0" &V --———— ------- 3'-6" OPEN TO GREAT = ROOM BELOW m I 1 (V I I 15'-51h" 16'-0" I 1 iD 1 I BEDROOM N ® = BEDROOM H � I q+ BALCONY &-5" 240° 1 DN® UP I O e ---- --- n O OPEN TO I? FOYER N U,:."__^t iD BELOW LOFT 4'-O" . 2�7+h° 4'0" 5�_5. g_5° a 8'-91h. - - --- 13'-6° 51h, 1 S+fi 51k" 31h" ----- ----- De 1 � BATH uP I 51h" I O 1 Y---------------1----------------}----------I' I '� FUTURE _ 7'-O+7a" i 10._71+�" i 1t._2h° i 7._D+�„ i S-O" r SECOND FLOOR PLAN ,�� ,. YJ. O71 OLSON DESIGN ASSOCIATES L DENNIS PORT.MA.02639 508-7754300 email-olsondesign@verizon.net �. NEW RESIDENCE 25 INDIGO LANE 057ERVILLE,MA t DESIMONE BUILDERS °4s +EML115M p k s,auc;unnL H SECOND FLOOR PLAN N0.38.88 ' D.O. �irv`vn`�IW �, en"6CT.13.2014 y A a_4 �--- --E --------- --------� TYPICAL- I I I TYPICAL- 12'D.CONC.FILLED SONG I I I n"D.CONC.FILLED SONO T-10° T-10, T-10" T-G T-3° T-3' TUBES W/SIMPSON POST g? TUBES W/SIMPSON POST ANCHOR-SONO TUBES N FO - ANCHOR-SONO TUBES TO 4'BELOW FIN GRADE - I Daubs PObi-E I I I I i 'I TO 4'BELOW FIN GRADE - AT ALL P- - _-_-_- '•' — — 24'-0° 18'-0° 1T-1" :r FULL :p ROP T,O.C.VERIFY T SITE I DRO T.O.G.VERIFY AT ITE iTP:6niPeaR 7 RETAINING WALL �� HT, '� -0•N.FDN,WALL W/FTC. _— 4'-0" FDN.WALL W/FT' AM" eDAee FULL DROP lA.O.VERIFY Ai ' -----�------- -- - - RETAINING WALL 70 BE DESIGNED 2'-W 1T-9" z•o•u.Fm+.vAALI.Eu vr'a. I I TYPE G' - HT. TO BE DESIGNED a co---- -------------- --------- - ---------- - - J .•. 7. ° '-- i TYPE --------------------------------------- -- I F -.4 f ' ' • .. -.s ,• TYPE . I, , I -------'--- 71 W ` •-_ ----_---- ------ ` s ZD I Eo TYPE 'C' ------1 - -- _ _ ______________ ______________ _, I , ________ .4 LL _ ___________ 3 C? O c? SiIA.Bf1LTS _ m 3 1/2"THK,CONC,SLAB 3 1/2"THK,CONC.SLAB 3 1/2'THK.GONG,SLAB C 32ttcc t 04 Y N I-- 6'-S° B'•4'/a° W-4/4° 9-41A" W-41/V W-41/V 6'-4/4" Au _ q - 3 ___ _ _____ C319!/1"LVL____ _ _ ________ ___________ _ ___-f3)91/2"'-LVL_ . ---- -- - -- .. 'J -'--- -�- - ---- - ------- ---'--- - ----- - --- -- --- ------- - - --------- s Z , BEAM mt _ .-_ _ _ _ c 6P4 . 111 f 1VU AIR 6P4CE r f- -I-- a j ' _I___- TYPICAL��_I___. } E---� =O TYPICAL= 3'-O'X 3'-0" I2"D,CONC, 3'-O'X 3'-0"X 12t1.ICONC. I I I I a 3 F LALLY COL. FTG'5,4 3 1/2"D.LALLY COL. TG'S, 3 I/2' OPTIONAL I 5A5EMENT I _ C32[ '3 I/2"THK,CONC,SLAB ' WINDOWS(3 SHOWN;) Q 3 1/2"THK.CONC,SLAB Q� �eti 19"'ie, La • N TYPE 'A' ? ' '----------- 05---- ------- UP —'— — — I • ._.. . .•.. $��'tj VQJ� TYP£ 'A• 6 _ EXTERIOR '' INTERIOR :_ _____ _ I/2"THK,GONG.SLA v 5!_'32'�ICG FULL HEIGHT WALLS ------- -----� --"-7 W/FOOTING TYPE 'A ' 2'MIN.— 'v �- COVER --------- ---- �pJ 14 m 12"c.C.VERT. . . ° , - - ° — — —.- — ------- 0 FULL HEIGHT WALL W/FOOTING (8)•4 EQUALLY _ 101-0" 36-0" SPACED HORIZ. O TYPICAL FOUNDATION WALLS- - h t 8"THICK CONCRETE FOUNDATION WALLS TO GRADE 01 OFING W/DAMPROOFING TO GRADE. �Py TO GRADE-TYP. W/•4 VERT m 12"G.C.-(6)04 CONT,SPACED ----- - �'P `8, .?•'��� EQUALLY-5/8"D.ANCHOR BOLTS -48"C.C. (32t[G AS Jmww) b° C OR I I�_gn IOI II-OII ALL ANCHOR BOLTS WITHIN 12" OF ALL CORNERS-W/WASHER p A FC O CONTOCONCRETE FOOTING 1-4') CONT.W1( DCONT.4•4 m 12"G.G, FOUNDATION PLAN l W/FORMED KEYWAY /09 '� •5 0 12"G.G, •4®12"C.C.V DOWELS ALL CONCRETE SHALL HE:3,000 PS/ L --- O- AT 28 DAYS, 4b- O,P pA t ry ALL REBAR 60,000 P.5.1. (6)•4 EQUALLY •5 m 12'G,C. SPACED HORIZ NO CONCRETE SHALL BE PLACED IN WATER FRONT FOUNDATION WALL DETAIL DAMPROOFINGTO GRADE-TY s , RETAINING WALL NO SCALE A 3 I/2"CONC.SLAB 411 $il �11 FDN. WALL TYPE IAI a' ," N 3C I211 24 I b ° OTl OLSON DESIGN ASSOCIATES 4'DOWELS DOWELS ILl DENNIS PORT,MA.02639 8"THK.X 4'H. 2"RIGID INSUL, •4 m 12'C.G. ° "°,t.H 508-775-4300 emell•olsondeslgnp@verizon.net - — —FDN,WALL 4'EA.DIRECTION W/DAMPROOFING BISH pO- NEW RESIDENCE O � sreunruHni 25 INDIGO LANE e4)•4 05TERVILLE,MA •4 m 12"G.G, wry D1�>Y ZkS f+p, FOUNDATION WALL DETAIL ? 1II1I DESIMONEBLUDExS Wt.X 12'D,CONT. NO SCALE ;- KEYED GONG.FT'G. ' FOUNDATION WALL DETAIL ' FourmnTlONrinrr z�5 NO SCALE FDN. WALL TYPE 181 D. FDN, WALL TYPE 1C' : rg Cam,.• b, ``�11, 1 G°OCT.13,2014 "'' 74'-10" 15'-9" 24'-0" 18'-0" 17'•1" 23'-6" 22'-0" 7'-10" T-10" 7'-10" T-3" T.3" 7 3" 3.. B o I 2) B M OW _ 13) _- 2- _B A _B _ _ _ _ _ - Se 16 C. . O axasm 16 d T. e ao o AG ALV LAG CM_ _ _-_-_ - _ ___ - Be "O ___ ___ ___ ___ ___ __ ___ ___ ___ ___ _ _ __ __ IT bte ELI TM / - O 2X6 STUD WALL BELOW 2X S D WA L EL W -/ LAG GAL eo s '� m o - --- -ra•-.e-idG € - - --- --- --- -- r--- --- - - -- - -------------------- - - - - - - - - - - . 2X&STUD ALL EL W _ -cv __- - - ----------------------- - - N ,I 1 ... ••�� •2 .s I I m M N T.J..JO ST Y m iu DE IG B M R. - FL IS SF LL O S AL 48 n 141 4' 4" 4�/ 4 I 8 '/" I 8 +/ 41 4 11 Q - _ 0 1 - L - - - - - _ - - Lv B / .�_ I/2' I I r- STAIR o OPEt fll.f� J.I.OI IT YS EM L ' ES IS EI M .--- -- �F' io C L SF y L L/ 80 Y T. )IS1 SIT 5T Oe 'oi. N io U D SIC Y r IFIR L 15 - LL 40 PSS R LVL A /4 4 ------------------------ - --------------------- OLSON DESIGN ASSOCIATESI�I OD DENNIS PORT,MA.02639 FIRST FLOOR FRAMING FLAN ?� 506.775-0300 email-olsondesignQverizon.nel NEW RESIDENCE ��'• 25 INDIGO LANE OSTERvILLE,MA DESIMONE BUILDERS FIRST FLOOR FRAMING PLAN D.O. RGs"Ue TEeLa > S—2 OCT 13,2014 nnvivTn�� 1�' -93/." 1 T-3+/.• . DE51GN—Ste EAW A2 7hm"Flml FULL HEIGHT FRAMING THIS WALL 4 v 8i1e3�1113 2X8S&LVLs c9 u �4 uu Q�Q QQ� u All lLL W �� Zu tlh m Im it _ - u T.J I.rI O I T Ir V EM DE IG El B r IFF T M. LO RJO T Y TI M - SI Nl D BY tilIIII =(3)II_l/S"LVL BEAM BELOW = _ II J. FL O J I S E - ql E IG ED B F 4 q _ _ _ ■ _ _ _ _ _ I O STEEL BEAM BELOW — — — — — — — — — — — -- — -- n WI IS ST 2J I�B" BEAM BELOW ( I L o co STAIR OPENING LVL �D T M. LO R S T T..I. O R OI T Y OQ SI N J D 51 N Y F %P� A 1 S� LV ) ;+ s ;e , l — OLSON DESIGN ASSOCIATES S), L DENNIS PORT,MA.02639 SECOND FLOOR FRAMING PLAN 508-7754300 small-olsondesign@wtfzon.nst ,M1 NEW RESIDENCE ry 25,INDIGO LANE ` o< OSTERvILLE,MA G DESIMONE BUILDERS �r•`` m'' SECOND FLOOR FRAMING PLAN u,ua. o.Ma, 6NR� Nub D.O. O.t&B! pmAeC y. S-3 FCI3iEPE G��p _ iVV71 06T:13,2014 15'-9^ 24'-0" DORMER DORMER ttP.- H2.9A a ALL RAFiER6 - O ttP.- R2..A• Q N25A a ALL RARER. t') ALL RARER6 ttP.- NISA e I ALL RARBi6 jp 2 (1 B 16"C 2X B I C [V I I I r FQO 2 X I I& > 10 d 2" X 6 1 'C X I08a1 " .C. m 2 12 I E OJ.4 11 11 11 Llfl i TAI a - x R B D ' B A RAc B3 I B O BT 7 I EB 6. N 12 IRICMIE534A tt 0 4 0 0 o C 2 l e 16"C. 'i A A A A A M e e e nl w U nn � I e m a 10 10 10 2 x I 12' C. Itl R �_ II I LLtt �° tll II ¢tt m V II x p /6. v a'11^ ul w n ul II n 6-7" 11'-5^ 11-5" 6'_7^ 10'-0" 36'-0" 12,-3" b° /° '9Q /' ? •`' .!:'••.• ROOF FRAMING PLAN OLSON DESIGN ASSOCIATES Ili OD DENNIS PORT.MA.02639 508-7754300 email-olsondesign@vedzon.net NEW RESIDENCE 25 INDIGO LANE OSTERvILLE,MA DESIMONL BUILDERS "o • ROOF FRAMING PLAN wBs�na,o. oAa,ey: �e of D.O. UC9a9B L F� EeEo.Wee OCT.13,2014 S_4 SS U/5 Oab: rvnh �6 34'-0" TOP OF RIDGE 5OARD Ts.- TOP OF RIDGE � OARD — --- ----- --------------------- - -—-——- -—- -------------------- --TYP E CA ---------- 30'-0'. 2X12 RIDGE BOARDS 4'-0" 15'-0" 15'-0" 4'4" 26'0" - 2XIO RAFTERS a 16 C.C, THESE RAFTERS a 12"G.C. � 4'-0" 13'- " -0" 2X8 RAFTERS a 16" G.C. TMP. ` W/ 2XIO RIDGE BOARD H2,5A H2.5A h -—- 2X8 GEIL. JOISTS a I(o" G.C,. 12 2'-9" 12 2XIO RAFTERS a 12" Cr- 9 0 co °D 2X6 STUD WALLS N Do TYP: 1'-0 1'-0" N H2.5A TYP: TYP: 2X1oS a 16" C,C, W/ 3/4" ' O H2.5A H2,5A SUB FLOOR n m 00 co q 2X6 STUD WALLS 3'-61/2" 25'-1" 3'-61/2" O' 51/2' 51/2" 51/2 151/2"33'-1 T.J.I, FLR.OISTS DESIGNED BY MFR. W/ 3/4" SUB FLOOR O TOP OF FRONT t--(3) 5 1/2" LVL m m CID 7 00 ' TYPE 'A' FON. WALL 32-101/z" � SEE DWG " S-i 3 1/ " LALLY COLS, TOE' Or REAR FD lf 3 1/2" CONC, SLAB Go OLSON DESIGN ASSOCIATES 4' H. CONC. FDN, 2" RIGID INSUL. 3' X 3' X 12"D vU OD DENNIS PORT,MA.02639 y ON FOOTING 4' EA. DIRECTION CONC, FT'G. 508-7754300 emall-olsondeslgn@v rizon.nel �a " NEW RESIDENCE TYPICAL HOUSE FRAMING SECTION �E a�,EE�,��� 25 INDIGO LANE ��nrrrvvl^lty OSTERVILLE,MA .. DESIMONE BUILDERS TYPICAL FRAMING SECTION aw.ey D.O. �r: S_5 OCT.13,2014 �d ' , ; Y ;.1 '• !.S �1 q (f�i 110 INPl1 E%1+09UftE B WIND_20NE r 'r1 -v3 . ! �,: � ':76D707 GnarJI NBBDIpbMaaale.. I CON6PRY<PIOp OUPAILe FOR iM¢A A NARROW WAL4t0pACIND INETNORi ' ' NAWIO .W OeF➢CO DhTdO AtAT DIOOf FO NDA ON . "TI I{bp • 21gd .: ]i6a f P d z � pd TC O lio 9iw : 9e Fkw ', `wit) p '�aOgorA* L 'F` � ITT I+owma -a�dbyP'� y :I Tpp%w anm roeaq�rla ffai:dadocal 41Bd I 61sd .A '^ lrolms ' � . 1 bmvldlrv^•+^I : �,,,q Pdp jt `SNd 106Ntl(Fazo-fW100) I 21Gd - 2 gd A U I 24 S Meeda Ip Naeaw(FaNawuBd)' - TBQ I/ lad 1fi c9lmpoEpaef{ v (,S Tb Blwnedwdbl { 1M.1 WSN Tp Il1 ➢IN Re til d)(Fp 14) 4•Btl ibtl p Jd1- 1 0 \p r` iT °.1�aTW vt JslR onylnd) y 2 ed I Rtaa `L ph 11d a mba uaab�, .m '1 FLd' ® woadngw slimtop PbbR +�dl 01Bd I a lea ,{ ch Dlod.. Z ?' ,;I L dpa SUpb.B of Gl4o tF a711 d) 91Ba -.') i 1B0 aa,l dl N ,L+r Jadl as l.atldoil eaam R :Pad) - J•ed 3 1atl Pa l Ul - 1�Ie00 +odrveP I: [Y Opa R�eev. eaMJ IbJalat lE d 'btl).(Fq is) 2t6d ! -0J6tl '/ P Jebl" 1 rw�s a tl+.a`an.Pao NP ISUT 1 `5i I d�,a'Pd Uand JM5t1 SIA 1'pP1 w(T. p a)IFlp Id) 21Gd 1 916d t pe f Ot a tt1. �1 nw.f11T ho- y�v, T I ^�f R fs ihl'q I" i Ndn.v wf allm I aP cea pw'19 Ba TOd g dpa lg Ibla t e al I. 1 eo I _ J ®mP d f luypl w Y OeDb andxp m§a Wlako fNO_ !paeb IWIp ed tOd g I9 Tww a Tag�O reb .,OagslW I oup k°agN W6p Wl1 true ea 1pd :,{ 8•Cdpa/6 lold J f.ao .' +..Ia„m e�qd aF :; "°l e r k��°•w�nW pdoald it� -- ��Btl mel � t ��t'p��d�lig nqa j _ _ ' /1 haul Dh PORTAL FRAME DETAIL 7YRGLW-T6MPS➢N3DNPSBBEDOED "°`�S"� '�° ° alutl0 ep coil up b2i gtl -� 10a y.L 8 IId CONCRETE ANO NARIDIO SJLLAND UP :I � bdpe/1P'Oelfd / y b'fUO9 "{1/2'ontl2WJ2 FTb D dNP w 1 edl L� S adg t6 fiord jr ' GARDE DOORS F�➢ypwmYi9mo N b}I I ' w r Pneomvm umgc muanoFwtY�¢ x osl ` �5} Waall6lnxwal�arlofa ` . t` 'I �� $e• tlunl - � I pd 1Ga 6' age/g)IBIa , O WWlmLwn popewo4,p aik atepq byte pnmToa,d ocklg0 done WD w - _ � dl'P„^^. _ N �:N 11 UN®otMnrlse shwa:Nav9W f e1M1 -wmmmn b�9 MW--PW n Ib fWW W� - ...:� .' ;.�, '.vi ..: .. -' ..awab oaeoaa+l a.eanwdyd,wmeepe[IPadcammon m rhs wD m m m 1 P.ompgetl.: - . - AeJinua,nd� — ��'-AI EOIGN Tp"F.BT SPAPFp A95p.JAT.1V ��� - - i PORTAL FR�►ME DETAIL I CONNECTORS REQUIRED: PROVIDE METAL SIMPSON CONNECTORS p ALL POST TO BEAM LOCATIONS,POST BASES&ALL FLUSH FRAME LOCATIONS.CONNECTORS TO BE - SIZED ACCORDING TO POST,BEAM AND RAFTER NOTES: TYPICAL-ALL FRAMING AREAS------ INSTRUCTIONS.ZE REQUIREMENTS-INSTALLED PER MFR'S. FLOORS/WALLS/ROOFS ' - BLOCKING @ 4'C.C.@ ALL ROOF,CEILING r O ' I FLOOR PARALLEL TO EXTERIOR WALLS - AT HOUSE WALL TOP PLATE LAP 4'W/10- 16d GENERAL CONTRACTOR/OWNER SHALL INSURES THAT ALL WORK CONFORMS TO THE LATEST MASS. jg STATE BUILDING CODE &THE - RAFTER TO EAVE H2.5A WFCM 110 M.P.H.- WIND CODE CONSTRUCTION& RIDGE STRAP LSTA 12 NAILING- ALL OF THE LATEST LOCAL CODE AND ZONING - ALL NAILING PER TABLE 2 GENERAL NAILING ROOF SHEATHING 8d @ 4"CC EDGES/4"CC FIELD OT OLSON DESIGN ASSOCIATES REGULATIONS.GENERAL CONTRACTOR&OWNER 110 MPH WFCM 4'EDGES OF RIDGE/VALLEY/GABLE �'/a-TYP't GAL L DENNIS PORT,MA.02639 - ALL SILL BOLTS 5/8"D.W/8"EMBEDMENT WALL SHEATHING 8d @ 4"CC EDGES/ 12"CC FIELD 906-776,430o efllall olswcInk.n@. W.mt SHALL VERIFY ALL SITE CONDITIONS AND ALL + HOOK W/3"X 3"X 1/411 PLATE WASHERS WALL SHEATHING NAILING-8d @ 4"C.C. EDGES/12"@ MAIN HOUSE INFORMATION ON ALL DRAWINGS IN THIS SET New RESIDENCE &MAKE CORRECTIONS AS REQUIRED AND/OR @ ill C.C. &WAN 12"ALL CORNERS EA.WAYS C.C. FIELD,OR 6"C.C. EDGES/ 12"C.C. FIELD @GARAGE 25 INDIGO LANE - PROVIDE ECCQ,CCQ,CONNECTORS @ ALL ALL WALLS- @ 6"cc EDGES/12"CC FIELD ABOVE 1 st FLOOR 05TERVILI_E,MA NOTIFY DESIGNER OR ENGINEERPRIOR TO START OF BEAM/COLUMN CONNECTIONS/WOOD/WOOD BLOCK/NAIL ALL BUTT JOINTS ANY WORK.THIS NOTE APPLIES TO ALL DRAWINGS DESIMONE IBUILDERs IN THIS SET - PROVIDE HANGERS @ ALL FLUSH CONNECTIONS ALL WALL SHEATHING VERTICAL-TO OVERLAP TOP PLATE&SILL-7/16"MIN.THK. 1e 110 MPH WIND CODE P NO'(�:S�.E ?LAWS FOR WALLS W ITO S►1*M'QITJG&lSTA °`� DOOR&WINDOW SCHEDULE *See S-11:ORw LS W1'TN 51U.EOLSSC32 cC �— SIDES AND 1TJTtiRIOR WAU.S V111TIJ PWWoaO S1}EA'tY11YJC> wwuANo. a,mm�: D.O. `U6SE N/Aty'ro i1Ave: e'SA.r3%11° spus"oP 9 N C1waaL cmaw gr V o.z .. �Opa15TEM1E0`\y�' Wls �'Rvs`Ea6i OCT.13,2014 `0'1/4'=P-0" -100 --% EXISTING CONTOUR v x 100.46 EXISTING SPOT GRADE N ro 42 PROPOSED CONTOUR 'Rv . 4_-3 781 PROPOSED SPOT GRADE W o W PROPOSED WATER SERVICE TEST' PIT LOCUS-� elictty P LEGEND Oy ��e TronQuittity A Ln a 0 A s el N Rd LOCUS MAP N VENT NOT TO SCALE w x (LOCATION MAY VARY) q 45.60 t n s °o9 Benchmark set �76 s CENTER OF CATCH BASIN ,t j ly EL.=44.58 (Assumed) N \ Q n 46.00 42.59 -2 x:\ 40.00 �2 3FTP � i 44.49 ✓, 0. �O GARAGE 2 . OS x�36.81 45.20 34.96 37.43 F'vj� �l.• \ Q�.7°S " `°� 35 ��\ PROP 7 / -�` HOUSE \ 45.39 .�. `S �e \T.O:F.=4565� \'A�ROF M U �` pF� CELLAR FEL.=37:8 SSEPTCIT.ANK_\ 35.00 x 34X 2� 45.00"' J \ � 33.54 X7 / ` x \ �� 33 x 32.6 _` --34.38 \ \\ 3 .1.01 Q��\ 32 36 \ \ ��� X 41.50 x 34.0 x 32e 38 3 QD � \ \ 31 32.93 1 �� 4 31.54 1 W x 29.6,\ ,�• �ry x 1 \ 29x-29.00 35.90 \ / LOST 15 26.1 s od \ 38,755f S.F. x 3 .4 S°09,9Ss9, \' M LU 98°-59 / x x 26.05 x 30.78 h 35.6 \\\ �F '17gSS9�yG x 27i63\ / o PETER T. ✓ w w W �x 33.2� U McENTEE CIVIL p N ( 35109 \ I x3 .7 ,off �'CIS1E ���� x z�8.61 35.00 t o l v 33.4 OF MASS 32.00 ZJ x ��P gcti G FLOOD PLAIN DATA N �2• ROBB NON HAZARD-ZONE C ?�46" W o SYKES No. 35418 ZONING CLASSIFICATION: ZONE RF O�, SETBACKS: FRONT YARD=30' R�Q���o . SIDE/REAR YARD=15' A o MAXIMUM BUILDING HEIGHT = 30' MAXIMUM LOT COVERAGE = 20% MAXIMUM FLOOR AREA RATIO = 30% NOTE: OWNER OF RECORD AVERAGE GRADE PLANE, EL.=39.4 CUMMINGS, PAUL D PROPOSED 2nd FLOOR PLATE, EL.=63.5f 1064 NORWOOD AVE., APT. D WIND EXPOSURE CATEGORY: Exposure B OAKLAND, CA 9461 0-1 863 Engineering g Surveying by: SCALE DRAWN jog• No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. EASTBOUND 1"=30' P.T.M. 224-14 12 West Crossfie0 Road OvBosl442Enrrc, INC. 25 INDIGO LANE MARSTONS MILLS MA Forestdale, MA 02644 Forestdole, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 (508) 477-4511 10/6/14 P.T.M. 1 of 2 Prepared for: DeSimone Building Co., 62 Eagle Lane, Mashpee, MA 02649 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:41.4 PROPOSED SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET AND PROPOSED D-BOX OUTLET. SET TO 6" OF FINISH GRADE. PROPOSED S.A.S. INSTALL WATERTIGHT h-20 RISER & INSTALL ONE H-20 RISER FRAME & COVER, SET COVER SET TO 3" OF GRADE. 3" OF FINISH GRADE FOR INSPECTION PURPOSES. T.O.F.=45.50 F.G. EL=44.0f ^VENT F.G. EL.=44.8t �F.G. EL.=44.0f � F.G. EL=44.1 t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 11 L = 38' L = 5'(MAX.) S=1% (MIN.) p S=1% (MIN.) S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6' 10"If mm mm 14" 6 00 6000000 INV.=41.80 48" LIQUID aammaBM LEVEL 4' 4.8' 4' INV.=42.00 GASABAFF E INV.=41.17 PROPOSED INV.=41.00 INV.=41.55 D-BOX EFFECTIVE WIDTH = 12.8' Am INV.=40.90 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV.=42.0t BREAKOUT ELEV.=41.40 INV. ELEV.=40.90mamma ease ease Mamma eases mama mamma NOTES: BOTTOM ELEV.=38.90 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 2 X 8.5'=17.0' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION NO GROUNDWATER, EL.=33.6 - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3/4" TO 1-1/2" DOUBLE WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER of , DOUBLE WASHEDHED STT ONEE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: SEPTEMBER 19, 2014 (REF#14,490) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE SE#1542 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DONNA MIORANDI R.S. LOCAL RULES AND REGULATIONS. HEALTH AGENT 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 44.1 A 0" 43.6 A 0' - --- ENGINEER BEFORE CONSTRUCTION CONTINUES. SANDY LOAM SANDY LOAM 5. ALL ELEVATIONS BASED ON AN ASSUMED (BARNSTABLE G.I.S.t). 43.6 10YR 4/2 6" 43.1 10YR 4/2 6" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF B B THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF SANDY LOAM SANDY LOAM y HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 10YR 5/6 10YR 5/6 41.6 30" 40.9 32" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C C PERC 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 30"/42" 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS M-C SAND M-C SAND AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2.SY 6/4 2.5Y 6/4 DIRECTED BY THE APPROVING AUTHORITIES. 39.1 60" 37.6 72" 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY C C THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS MED. SAND MED. SAND IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 2.5Y 6/6 2.5Y 6/6 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 34.1 120" 33.6 1 J 120" PERC RATE <2 MIN/IN. ("C" HORIZON) NO GROUNDWATER ENCOUNTERED DESIGN CRITERIA ELEv. TP-3 DEPTH ELEv. TP-4 DEPTH NUMBER OF BEDROOMS: 3 45.1 A 0" 44.3 A 0" SOIL TEXTURAL CLASS: CLASS I SANDY LOAM SANDY LOAM 44.6 10YR 4/2 6" 43.8 10YR 4/2 6" DESIGN PERCOLATION RATE: <2 MIN/IN g g (0.74 GPD/SF LOADING RATE) SANDY LOAM SANDY LOAM DAILY FLOW: 330 GPD 10YR 5/6 10YR 5/6 42.4 32" 41.8 30" DESIGN FLOW: 330 GPD C PERC C GARBAGE GRINDER: NO 30"/42" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF M-C SAND M-C SAND .74 GPD/SF 2.5Y 6/4 2.5Y 6/4 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 39.1 72" 38.3 72" C c PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS. USE 2-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES MED. SAND MED. SAND SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 SF 2.5Y 6/6 2.5Y 6/6 BOTTOM AREA: 12.8' x 25.0' = 320.0 SF TOTAL AREA:................................. •471.2 SF 35.1 132" 34.3 132" DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD PERC RATE MIN ("C" HORIZON) NO GROUNN DWATERR ENCCOUNTERED Engineering by:Engineering Works,Inc. Su"e ying by:EASTBOUND SCALE DRAWN roe. No.N.T.S P.T.M. 224-14 PROPOSED SEPTIC SYSTEM SITE PLAN LMD SURVEYING, INC. . 12 West Crossfie0 2644 Road P.O. Box 442 DATE SHEET NO 25 INDIGO LANE MARSTO N S MILLS MA Forestdale, MA Forestdole, MA 02644 CHECKED . (508) 477-5313 (508) 477-4511 10/6/14 P.T.M. 2 of 2 Prepared for: DeSimone Building Co., 62 Eagle Lane, Mashpee, MA 02649