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HomeMy WebLinkAbout1548 SANTUIT-NEWTOWN ROAD - Health 1548 Santuit Newtown. F ' A `- 024,-015,.,, Cotuit ' �t i I TOWN OF BARNSTABLE LOCATION S &n7-U,7-1A1&Jf6A1k SEWAGE# VILLAGE Z/ 7— AS S ESSOR'S MAP&PARCE1116a-V INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY „„ LEACHING FACILITY: (type) � � ci--�G6�J (size) J<I L19, NO.OF BEDROOMS OWNER / PERMIT DATE: ' I 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 facili Feet FURNISHED BY a� I3 Yy.s„ 3a a G(,g,. C 19 fell � 'go -a s� No. �� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Applitation for Disposal 6pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ; ndividual Components Location Address or Lot No. 9 $ Owner's Name,Ad ss,and Teee�l.No. Via- " 00 C� �\\� �Q�CO�1� Assesso s Map/Parcel yK Installer's Name,Address and Tel.No. Designer's Name,Address,and Tel.No. ems- 64 8- 940 Z. � b Type of Building: Dwelling No.of Bedrooms /y Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ), Other Fixtures Design Flow(min.required) gpd Design flow provided A l gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Sao TZ C. .•��L. Date last inspected: ` Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H Signed Date /d 6 Application Approved by Date �l X 'Application Disapproved by Date for the following reasons Permit No. go l — )L-03 Date Issued �� �,No. '9 0 1 iJ, t Fee THE COMMONWEALTH OF..MASSACHUSETTS Entered in compute . Yes PUBLIC HEALTH DIVISION :'TOWN OF::BARNSTABLE, MASSACHUSETTS 0[pplicatlon for Misposar Opstetn Construction Permit Application for a Permit to Construct( ) Repair(`') Upgrade( ) Abandon( ) ❑Complete System R �ndividualComponents Location Address or`Lot No. �� ( � ;'l Owner's Name.Address,and Tel.No: ; -' O;L ©l-r.J '� t Assessor's Map/parcel r.��' ' ,.. S�VM Installer's Name;Address,and Tel.No. Designer's Name,Address,and Tel.No. �—k�eke! 0,0p4&_%%tVe VCPJ Type of Building: ~ Dwelling No.of Bedrooms Al Lot Size " sq.ft.. Garbage Grinder( ) Other Type of Building No.of Persons "tShowers',( ) Cafeteria( ) y Other Fixtures f ' Design Flow(thin.required) ( gpd Design flow"providedl �) gpd : Plan Date.—) Number of sheets Revision Date X Title ' Size of:.Septic Tank Type of S.A.S. '- Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ir Y 7 ft P!` 11' r •G l� H Date last inspected: i mot- Agreement: , i.� r ._ t f The..6der_signed agrees'to:ens&the construction and maintenance of the afore described on-site sewage disposal system in ' ( F 5. ,.s,.• ; _accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of `t- Complianc_e has been issued by this-Board of Health.� _ > Signed r � Date _ Application Approved by. - 1 ...;,i r ,, :.:Date '? Application Disapproved by Date f for the following reasons j Permit No. � 1 —i 0 Date Issued 7 - _Y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS i. Certificate otCompliance THIS IS TO CERTIFY,that the On site.Sewage Disposal system Constructed( ).,- Repaired( ) '\Upgraded Abandoned( )by l-� . C :�'•� i .x t��eve T u%j at �y D � � �✓ C ,�• Y j has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. d 4 j� a'dkated Installer 6—/ 0,614 S5, Designer /u #bedrooms r Approved design flow gpd gpd The issuance of this permit shall not be constr ed as a guarantee that the system will fanctilon as designed. Date / b Inspector �l I � No. "l �_.:. .._ t Fees'. THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ' his osal 6pstem Construction Permit . Permission is hereby granted to Construct( ) Repair( ) Upgrade(s ) Abandon( ) r System located at( 4 ' 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. s Provided:Construction must be completed within three years of the date of this permit: l y Date ""� Approved by ACCESSORY AFFORDABLE APARTMENT SEPTIC QUESTIONNAIRE FOR STAFF USE ONLY 1. Is the dwelling connected to Town sewer? ❑ Yes [2:No r 2. Dwelling locates INSIDE ❑ OUTSIDE the Saltwater Estuary Protection Zone 3. Dwelling located INSIDE ❑ OUTSIDE public supply well Zone of Contribution 4. Dwelling is connected to ❑ ON-SITE WELL I PUBLIC WATER 5. Disposal works construction permit on file? Yes ❑ No 6. If yes, how many bedrooms were allowed by this permit: bedrooms 7. Were building permits obtained for additional bedrooms? ❑ Yes. ❑ No 8. Engineered septic system plan: a. On file at the Health Division? Yes ❑ No b. If proposed accessory unit is detached from principal dwelling, is that plan on file? Epyes ❑ No 9. Existing septic system capacity is bedrooms, For the accessory unit to receive approval from the Health Department the foll wing action must occur: 7Existing system accommodates proposed additional bedroom(s) ❑ Upgrade existing system to accommodate.additional bedroom(s) ❑ Must remove a bedroom from the main house ❑ Must connect detached structure to the existing septic system ❑ Must install septic system for the detached structure ❑ Other Signeg;zi Date2 2 r Health Department Drop-Off Hours: 8:00 AM — 4:30 P.M Town of Barnstable Received by Health oFWE rGyti Regulatory Services Department on Q` Richard V.Scali,Director e"MASS. $ Public Health Division 1639• ATfD ,s Thomas McKean,Director. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 .ACCESSORY AFFORDABLE APARTMENT SEPTIC QUESTIONNAIRE . Property Address: , i Assessor's Map/Parcel Number: Applicant(s) Name: Phone: E-Mail: C0y�l Size of Lot: 2- 2a. How many bedrooms exist at your property now? _ 2b. How many bedroom are you planning to add as part of the Accessory Affordable Apartment Program application? I 2c. How many bedrooms total are proposed at this property (including the Accessory unit)? 2e. Is the proposed Accessory Apartment contained within: the main house; OR a detached structure 2f. Submit floor plans for all buildings on the entire property. Show all existing rooms in the dwelling and the proposed accessory apartment. Label each room clearly. Label measured width of all open doorways. Use straight edge for hand drawn plans and be sure all labeling is legible. Signed: Date: 1 1 No. '2 0 1 S'V 0 Fee t L THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZfppYiratiou for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No.ISl& Q "AV*-t ' Owner's Name,Address,and Tel.No. ecrzo LT Assessor's Map/Parcel Wl M f Is- %ru'r A-c"(0',`<_ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms — Lot Size as- sq.ft. Garbage Grinder( / Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date f Number of sheets Revision Date A 'j Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Health. Signed Date �� Application Approved by Date Lf'(U-( -5 Application Disapproved by Date for the following reasons Permit No. Po/ S— Date Issued ( o_r,� ' No. Fee, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS m Rpplicatlon for Disposal *pstrm Construction Permit Application for a Permit to Construct(. ) Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No.��� ^�`� ' Owner's Name,Address,and Tel.No. IT Assessor's Map/Parcel VA a1 )$� SCOjT h ,--Ma ( <- Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. t-*ekyy t-y S Type of Building: Dwelling No.of Bedrooms �- Lot Size FSS $-5- sq.ft. Garbage Grinder( / Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S gpd Design flow provided 5s—Z gpd Plan Date 3 /8 (S Number of sheets Revision Date i 7 Title r t I"t Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Health. Signed Date UL/—/v —�� Application Approved by Date Application Disapproved by U Date for the following reasons Permit No. �`�� 5— p J Date Issued 5 ----------------------------------------------------------------------------------------------------------------------------------- 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 k e-�e-A y C� at / 5 ?- 0 -,(v1-+,%-NYw RW i-has been constructed in accordan with the provisions Hof Title 5 and the for Disposal System Construction Permit No.a015*13 dated —i D — 1 5 Installer k c"t�- a 0--a Designer �8,y v� c6r'92­�. #bedrooms ` Approved design flo� �VZ gpd The issuance of this permit shall not be construed as a guarantee that the system wil(functop as desi ed. Date tr� U ( � Inspector �u// , 1 I Y ------------------------------------------------------------------------------------------------------------------------------------------ No. P o/ S— b � ,J Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal .6pstem Construction Permit Permission is hereby granted to Construct(,/) Repair( ) Upgrade( (�) Abandon System located at e,-I--k-b w -i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. -,s S Date � Approved by - 00 Town of Barnstable "'E"D ,� Regulatory Services Thomas F. Geiler,Director RARN * MAS& � Public Health Division 1639. . Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: �7 f/ Sewage Permit# ®mil,}- Assessor's Map\Parcel�� Designer: Installer: Address: ti Address: On was issued a permit to install a (date) (� (installer) septic system at rl S J �r o /e���*'� based on a design drawn by ( (address) �lJ CLn r� eel Q Q`Al/ PU dated (desig ) 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. V I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. P an revision or certified as-built by designer to follow. Ct-A ; t ;p , Y N of MAssq 0 DANIELOJA A. (Installer's Signature) CIVIL LA 46502 P0.o�FG/STER�O��i' '-1-7.-17 ASS/ONALENG\ (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc _... _..... - .................- _... __ ....__ —--- --. _ _.. .._.. _ .._._ ..� 7VM�3�N>i wdl J z � _. ... t r�--- y� N ' _ .........._. y� s }Ij 6b 8 6 8Z. NNN I + i i I t' I YF ---------- fit - , ----------------------- LEFT EL.,;, VATI®N \ a SCALE: \ = 1'—T n � � 2 � -1 � I ' - 28 49 ...-.___. .._-- KNEE WALL �} _C 00 w'- 3 i i i'to i I� : 1 __.._.___--_._-_.___ : 1 KNEE WALL - I N nil-- - Tom of Barnstable , Departi ncut of Regulatory.Services > er��ft Public Health aDivisioxa Date °2MAM � aa79 200 Mala Street,Hyannis MA 02601 • ran n� Date Scheduled TimeFee Pd �/D�• �� Soil Suitability Assessment for Se �Dis Performed-By: Witnessed By: LOCATION' GENE INFORMATION Location Address /� �l ` /L e,-m W—Owner's Name Q�'l kl /� �P"vl, nn t-e G0 olkr,. Address Assessor's Map/parcel: a I5 Engineer's Name (' 1 NEW CONSTRUCTION REPAIR Telephone# Land Use: L Q w Cj ` /I Jo Slopes(96) / . Surface Stones /" Dlstances from: Open Water Body � �O^/G ft Possible Wet Area �` GG ft Drinking Water Well�G�`� ft Drainage Way ! I Oy ft Property Line �O ft Other ft SIM'TCH:(Street name,dimensions of lot,exact locations of test holes&pore tests,locate wetlands-In proximity, to holes) 2y9, 2Z N ry r Pw .� Poled 001&7 A z b,53 • �L t � ttia'S� - Parent material(geologic) I r a Depth to liedrgck Depth to Groundwater. Standing Water in,,H//ole//: `- Weeping from P1t Pnea (y/� Estimated Seasonal High Groundwater D) HNATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: lu, Deptlt to Bull.matties: Depth to weeping from side of obs,hole: ln, Groundwater Adjuatment . Index Well# Reading Date: Index Well]pYol _ Adj,factor- Adj.Groundwaterl.evol_ Observation ' PERCOLATION .._.__,,.,_,N TEST Date Thne r Hole# Tinto at 9" \� Z Depth of Pere. �a Time at G" '1 ' 'C 10 Start Pro-soak Time @ ( I 1'V V I! 7G Time(9"-G") 7, 10( Endk'rc-soak Rate Min./luch L 5"t, Site Suitability Assessment: Site Passed Sitr Fallcd: Additional Testing Needed(YIN) N Original: Public Health Division Observation Hole Data To Be Completed on Back--' ack-- ***If percolation test is to be conducted within 100' of wetland,you must first]notify the. Barnstable Cousgvataon 7Davision at least one(1) week prior to beginning. Q:\SBPTlC1PERCFORM.DO C DEEP-OBSERVATION HOLE LOG Hole# � Depth from Soil Horizon Soil Texture Shcl Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoneg;Boulders, Consistoncy,%'Craven •- �l I-EX 7111 t4'5 L DREP OBSERVATION VOLE LOG Hole# z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis on cl,Grave .L ((�1 y Z 1.5 to`/R 1—/3Z C C5 71�1 DEEP OBSERVATION HOLE LOG Hole#. 3 Depthfrom Soil Horizon Soil Texture Soil Color Soil Other' Surfact(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldors.' ConsIstmoy, Gravel) 3S-(3z C C ,5 bCWs oF s;L DEEP OBSERVATION HOVE LOG Hole# � , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Co si to -Z2 S I0yR4/z zz- d L S o -132 C � ,SY�l� kxke4s S,'L Flood Insurancw ate MU: Above 500 year flood boundary No Yes . . _ "Within 500 year boundary No / Yes -- Within 100 year flood boundary No_,•_1 Depth of,_ aturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious matdrlal? Certlf1Cat!0n I certify that on ��Z (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 CMR 15.017. Signature Datb ' Q:15.B1'T1C11'gRC1�ORM.nOC . 28-0 FINE -0 2a-0 LINE t ARCHITECTURAL DESIGN ' lv/MVN.KVNXt.W.Wr )vtNMS NwNWN,tf.WJ.V.W.V�NiJ.vMvh ' P 5084201356 _ ww,'+*•w+�x..W .. - ..... _ BWEST BAY ROAD.O IIa ERVVLL MA 02656 NOTES: DRAFT. EXISTING GARAGE .3068 L _ .. GARAGE r CONCRETE .. PITCH TOWARDS DOOR b CD Lc) 04 4 +" r.—- — -- y� —————— --- � I r -- -- -- -- --� tz FI \♦ II - `��' 4 - - DROP WALL 1a.®DOOR. - Ie ao.H.DooR—� \ _ I I '{ax to O.H.DOOR ——— 1 1 - SECOND FLOOR w I I >L 1 z 1 I --_ __ — -- J :, i . SCALE:114' = 1'4r .�. 7-0' 194o r.m 10•-0 r-0 74 z 26'-0 I_ I- DROP WALL 1P®DOOR VI '0 FIRST FLOOR I I I SCALE:1/4' = 1'-0' i PEACOCK . I .DROP WALL ta4]DOOR� - OROPWALLIWOMOR 1 I I � -- j - - - __ - - - - - -�-- FLOOR PLANS .• • SFEEF 03OF3 3 FOUNDATION - — _ SCALE 1/4'. A3 7 1 F c6 FINE - .LINE . - - ARCHITECTURAL DESIGN • v B WEST B.Y ROAD,OSTERVILLF-KkOff NOTES: Lo 04 M z f , LU - * - `--• J ^. ,4 °kr�y "a ..y�,�+,Pt SF:• r �. W w k t ^r 'c y "'-'•YJ d 6 2e asp 's.; rZ*. x�'a 'E. - ,, I � .�--.:,w.. ,.;. rm� :.;:,e ,f ..KF '�,irv?':.'� �: :rf 1rf.. .; ., „: at �....:�. �,. rr.� � �• t. ..,w ._ .y �Jr, ^h .,� •:'"�!, ^r. .. .. ..,t .,.s:� , ,,.., ,, t ., ,.-.: '�' '7 ,...... ::15. r;�w J ti...:..,: ,ky x.�j""wr .'4,o.,iz. ,3...:` .",.n. .d. 'At .•s.3'.. 3": - � � .. , ..... ..-.... _. ,: -:. ''-r�.." ';.,._ .a,:'.-:.-.. ..... .;..; ;;,., i'.?•.c. >_.., k ``�"aWwL..--+`;,:.fir , .:.i k,.. `5'.�: ��{y� .....- .:: _..,,. ,u.,,.•.. r:.r... .,. ,.�.., t-- .i-. vM.. 3,x :s:�:.,?.,h-1 .s-..�.5er"w.•.,x.r�,7a�?•.,.3,...N �� .. < �. -:' r.aa# Sy, :.Q.. �c•;: . _,•. J,a•:..... ...„ s.. 5 .,a .. C , .„'u h -:,> .. +:, i .... �. -. , y..:,an .x. a.. .,..,. ,r:k ''.: m-...... �-. ,•..� C...� ..... C. ... �. "i` �. ... ,...,1.0.:. .F.... .✓ _?... � 'r'n^'4,. .$�. Lc .� - .:... Y. -": xr: ,... ,..._. ..r:-, s,:cru�':u erg _r-'-t, c <.,: ,. - �... z �k .._,., , z k •'�Np y;;,w.y.> `�. ww�` ;,. ,E, 3 �-i:. ,.. ..x-c -:v.: .:' H `� Y�'P 5sY• � ..Y• .. .. II ,.. 3..�..,,w e. ..w.a:1a 4. K ,'x.:�'w. r a;. 5,.•.0 :1 `f.......:::,;.. ak(• i. .r -.:t ,g,.. Y.,,,,�.,,.+«a..w,;. .^ 2. ry•,- _u ';:W .... .. .Mx�. ..�fin..- �rSw,:��'a*4�,.��,�....,,•. ,y-�-..�,r *�X .�...Jt`��.. � .. i�,�.�.,�: a PEACOCK Perspectives } � � Al MTE 1/Y.V;1 FINE LINE .. ARCHITECTURAL DESIGN - c - - www.FvnWeNWtemuomnalgnmm' . 8 WEST SAVROAD,OSTEWLLE:MAIM58. ., NOTES: - DR . fla�ool ca000l ]II oo o = //."/�, _ . S�%.�1,�/,��"i��ii.�i/,�'.�a✓/��,�//.� �.�/�//�/lam//.�/ / ls�//�; �/�i/,��i,�i/,�/�//. /�/,�//�/.�,/�f�%�/ice � /,��'�.�/i�4�/.�%�/„�.�i�,�i/,�;��/�i FRONT ELEVATION RIGHT ELEVATION SCALE:?/4'_ ,'-0• _ - - - ' SCALE:„a• _ V-0.. M M N O - - - . - Z ... _ _ z _ - OD . , PEACOCK LEFT ELEVATION SCALE: , REAR ELEVATION _ � SCALE:,,a• _ ,D ELEVATIONS A2 ALL SYSTEM COMPONENTS SHALL BE Lovells Pond SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 0 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2' PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS NAVD88 FILTER FABRIC OVER STONE 3 \ TOP FOUND. EL. 74.5' 2. MUNICIPAL WATER IS EXISTING MINIMUM .75' OF COVER OVER PRECASTF2% � tg d c 73.5' SLOPE REQUIRED OVER SYSTEM 73.0' o Locus PRECAST H-10 BLOCKS OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. R00 e RISERS TYP.) NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS e R oc 2•o 4"0SCH40 PVC MORTAR ALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS PIPES LEVEL 1ST 2' �2 5' COMPONENTS INVERT IN 69.17' 3' TO BE AASHO H-1Q o ob •- ENDS (NP') SIDES 70.0' w. 73.25'* tp• 1500 GAL H-10 tq• ,00000Joo; 5. PIPE JOINTS TO BE MADE WATERTIGHT. $ 70.09' TEE SEPTIC TA/*.. NK TEE ®®®® ®®®® 9.84' 000000000000 6" MIN. SUMP o ;�o�o�o�o ®®®®BBB®®®® ®®B® 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH GAS BAFFLE- ° o ° ° o o °°°o°°°° ®®® ®® ® ® °o°oa°°° 310 CMR 15.000 (TITLE 5.) -°°o°o o,o- 12" MIN. INT. DIM. N °o°000°o ®®®�����®® p�����®�®�� °o°o o°° 4' LIO. LEVEL (ACME OR EQUAL) °°°°°°°° ° ° °°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO .. 69.72' 69.55' oOo °°° °o° ° 67.17' WATERTEST D'BOX BE USED FOR LOT LINE STAKING OR ANY OTHER °°°°°°°°°°°°°°°°°°° °° °°°°°°°°°°°°°°°` FOR LEVELNESS f ?000aoao,°,o,°,o,°,o°o°o,°,0000000�o,°,o,°,o,°,o,°,o,°,o,°,o'o°°o°° 1 `H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL PURPOSE. 3/4"-1-1/2" DOUBLE WASHED STONE 2.5' AT ENDS AND 3.0' AT SIDES (5) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 47.5' X 10.83' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. COMPACTION. (15.221 [21) N to (9 9 % SLOPE) ( 2 X SLOPE) ( 2 R SLOPE) L6 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. FOUNDATION- 32' SEPTIC TANK 6' D' BOX 21' LEACHING 61.5' BOTTOM TH-4 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP FACILITY NO GROUNDWATER FOUND DIGSAFE (1-888-344-7233) AND VERIFYING THE NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCATIONS OF ALL UTILITIES AND ALL SYSTEM DESIGN. PRIOR TO COMMENCEMENT OF WORK. ASSESSORS MAP 24 PARCEL 15 BUILDING SEWER OUTLETS AND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ELEVATIONS PRIOR TO INSTALLING ANY GARBAGE DISPOSER IS NOT ALLOWED REMOVED 5' BENEATH AND AROUND THE PROPOSED PORTION OF SEPTIC SYSTEM LEACHING FACILITY. LOCUS IS WITHIN A WP WELL PROTECTION EXISTING 3 BEDROOM DWELLING OVERLAY DISTRICT 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. USE A 550 GPD DESIGN FLOW 13. THIS PLAN DOES NOT REPRESENT A FIELD SURVEY OF THE PROPERTY, FOR PROPOSED SEPTIC WORK ONLY. LEGEND SEPTIC TANK: 550 GPD (2) = 1100 99- EXISTING CONTOUR USE A 1500 GAL. SEPTIC TANK X 99.1 EXIST. SPOT ELEV. LEACHING: 99 PROPOSED CONTOUR SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD 198.4] PROPOSED SPOT EL, BOTTOM 47.5 x 10.8 (.741= 379.6 GPD TH1 TEST HOLE TOTAL: 746 S.F. 552.1 GPD 2� SLOPE OF GROUND USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES C Q_) UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING MA APPROVED DATE BOARD OF HEALTH `/ _/ v (2 �1 122 g2, x o 74 x _ TEST HOLE LOGS ' - ENGINEER: DANIEL E. GONSALVES, SE #13587 117.35' WITNESS: DONNA MIORANDI, RS DATE: 3/16/15 ' PERC. RATE _ < 5 MIN/INCH • �� CLASS I SOILS P# 14643 �3 w ELEV. ELEV. _ o., 4 72.8' O" ' 72.8' _ I A A GINVEL RIV ` W - 73 _ \ ,- ��� - - LS LS - - I 10YR 4/2 10YR 4/2 v 24" 20" 4 7 \ I B B MAP 24 PCL 15 s LS LS v a 85,685t S.F. �4 c75 .- W �� ` A 42„ 10YR 5/6 69 3, 41 10YR 5/6 " 69.4' ' I 72 C C w ' ! 73 PERC W CS W/ CS W/ `O POCKETS OF POCKETS OF SiL SiL 2.5Y 7 4 2.5Y ? /4 ' G�AWL -� l -��� / \ �73� I C DR/vE41\ SHED CLEANOUT'- -�\ 75 . N 132" 61.8' 132" 61.8' w�_ w �� I NO GROUNDWATER ENCOUNTERED EXISTING DWELL. CEDAR 12" 75 I '� SPRUCE TF - � 74.5 ENCHMARK � __ COR BULKHEAD I ELEV. ELEV. EL. = 74.1' Z E 0f° - 73.0' 0" 72.5' o _ '� �'' U• LS LS N T H2 O �� I 10YR 4/2 10YR 4/2 18" 22" �J 72 TH30 0 f 74] a ` B B - - - - - - -� ^`� LS LS TH4 ^ - - -ESERVE i j I 38„- 1 OYR 5/6 69 8, 40„ 1 OYR 5/6 69 2, - - - - - - - - I 2 �g PERC CS 72r 18" SPRUCE 20" OAK �;. POCKETS OF POCKETS CS OF SiL SiL 2.5Y 6/4 2.5Y 6/4 N W � 74' - w 1,3 145.8 4- ( 132" 62.0' 132" 61.5' W NO GROUNDWATER ENCOUNTERED 74 V 74 V O 73 72 7 137.8' V N �77 tv O �2 1'7 73 TITLE .5 %4j1TE FLAN OF 1548 SANTUIT-NEWTOWN ROAD COTUIT, MA N PREPARED FOR CIO SCOTT PEACOCK DATE: MARCH 18, 2015 xOFM,,30, SHOFMgssq / Scale: 1 20' ZZ, 4 DANIELA. yes o`' DANIELA cti�s O o OJALA OJ 0 10 20 30 40 50 FEET CIVIL " CIVIL Cl) D _ No,46502 A No.46502 °� � ° IsTe� � off 508-362-4541 S�ON_AL EN ; SS�ONAL EN I fax 508-362-9880 downcape.com LOT ' down cape engineefing, inc. APP�-ox�rw�� civil engineers land surveyors r (� 939 Main Street ( Rte 5A) 0/ YARMOUTHPORT MA 02675 c� DIATE DANIEL A. OJALA, P.E. DICE # 15-035 15-035 PEACOCK.DWG SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE L0V611S Pond MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES 3 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE F CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS NAVD88 3 2" PEASTONE OR GEOTEXTILE \ TOP FOUND. EL. 74.5' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING 73.5 o 8 COG MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 73.0 Locus PRECAST H-io BLOCKS OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Rp�te NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS RISERS (TYP.) R Q 2'0 4"�SCH40 PVC MORTAR ALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS INVERT IN 69.17' fl h PIPES LEVEL 1ST 2' 1 2 5 COMPONENTS 3, TO BE AASHO H-10 a pb' -.•:• (TYP.) SIDES 70.0' 73.25 * 10" 1500 GAL H-10 14" ENDS o 00 o c poi 5. PIPE JOINTS TO BE MADE WATERTIGHT. o°° °°°° ° o 0 70.09' TEE SEPTIC TANK TEE ���® O M®O� ®�®0- Elm® 69.84' ° ���®®®®�®®® ®�®p®®���®� 8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH gog°g000gogo 6" MIN. SUMP p i00000000 ;°00000°o GAS BAFFLE:: °°°°°o°°�°� ®���®��®®® ®®m=m®=m�� a°o°°°o° 310 CMR 15.000 (TITLE 5.) 12" MIN. INT. DIM. cV >oo°o 00o mm00®��®0®� ®®®0®m��m�� °o°°Oo°o " 69.72' 69.55' °° °°0 67.17' ;': •. 4' LIQ. LEVEL (ACME OR EQUAL) °°°° • WATERTEST D'BOX 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO °°° ° ° ° ° ° ° °° ° ` °^° ° ° °`` FOR LEVELNESS ? } BE USED FOR LOT LINE STAKING OR ANY OTHER ^°o°o°o°o°000°o°o°oo°°o°o°o°o°o°0000000°°°o°° I `H=10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL PURPOSE. ?o,°,o,°,00�o„o„o,,o,,o„o°00000°o�o„o�o„o„o„00000. 3/4"-1-1/2" DOUBLE WASHED STONE (5) UNITS REQUIRED 2.5' AT -ENDS AND 3.0' AT SIDES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 47.5, X 10.83 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. COMPACTION. (15.221 [2]) N 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED (9.9% SLOPE) ( 2 % SLOPE) ( 2 % SLOPE) WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH: LEACHING FOUNDATION- 32' SEPTIC TANK LOCUS MAP 6' D' BOX 21' 61.5' BOTTOM TH-4 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FACILITY NO GROUNDWATER FOUND DIGSAFE (1-888-344-7233) AND VERIFYING THE NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCATIONS OF ALL UTILITIES AND ALL SYSTEM DESIGN. PRIOR TO COMMENCEMENT OF WORK. BUILDING SEWER OUTLETS AND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 24 PARCEL 15 ELEVATIONS PRIOR TO INSTALLING ANY REMOVED 5' BENEATH AND AROUND THE PROPOSED PORTION OF SEPTIC SYSTEM GARBAGE DISPOSER IS NOT ALLOWED LEACHING FACILITY. LOCUS IS WITHIN A WP WELL PROTECTION EXISTING 3 BEDROOM DWELLING OVERLAY DISTRICT 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 550 GPD REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. USE A 550 GPD DESIGN FLOW 13. THIS PLAN DOES NOT REPRESENT A FIELD SURVEY OF LE G E N D SEPTIC TANK: 550 GPD (2) = 1100 THE PROPERTY, FOR PROPOSED SEPTIC WORK ONLY. 99- EXISTING CONTOUR USE A 1500 GAL. SEPTIC TANK X 99.1 EXIST. SPOT ELEV. LEACHING: 99 PROPOSED CONTOUR SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD 198.4] PROPOSED SPOT EL. BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD TH 1 TEST HOLE TOTAL: 746 S.F. 552.1 GPD 2� SLOPE OF GROUND USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES C70D UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING MA , APPROVED DATE BOARD OF HEALTH x x TEST HOLE LOGS x X---x . DANIEL E. GONSALVES SE 13587 x --__X__ ENGINEER. # WITNESS: DONNA MIORANDI, RS I DATE: 3/16/15 • PERC. RATE _ < 5 MIN/INCH I CLASS I SOILS P# 14643 I 4, ELEV. ELEV. ---- I O» 4 72.8' O» 72.8' I GRq DEL DRIVE A ALS LS w-" \ \ 24" 20"1OYR 4/2 10YR 4/2 \ \ \ I w ( B B MAP 24 PCL 15 LS LS 85,685f S.F. 10YR 5/6 10YR 5 f 42 69.3 41 to 10YR 69.4' o w I C C ' I PERC CS W/ CS W/ / POCKETS OF POCKETS OF Ld SiL SiL BENCHMARK COR BULKHEAD 2.5Y 7/4 2.5Y 7/4 _ / IGR4VEC OR/W SHED J132" 61.8' 132" 61.8' Q _' w / NO GROUNDWATER ENCOUNTERED / H I 2 CEDAR 12 � w x EXISTING DWELL. SPRUCE TF = 74.5' � ELEV. ELEV. E E/ I Ott4 73.0' Ott 72.5' A A LS LS w TH 1 TH2 000 I 18" 1 OYR 4/2 22» 1 OYR 4/2 TH30 0 B B w 00 I LS LS TH4 r - - - 38 1 OYR 5/6 69.8' 1 OYR 5/6 - -- - - - - --I I „ 40" 69.2' w I 100% RESERVE - - - - - - C C w 18" SPRUCE PERC 20" OAK I CS W/, CS W/ • POCKETS OF POCKETS OF ISiL SiL w I 2.5Y 6/4 2.5Y 6/4 w 132" 62.0' 132" 61.5' w NO GROUNDWATER ENCOUNTERED w w MR TITLU. : 5 E131TE PLAN OF 1548 SANTUIT-NEWTOWN ROAD COTUIT, MA PREPARED FOR SCOTT PEACOCK DATE: MARCH 18, 2015 REV. 1 /17/17 (AS BLT. SEPTIC LOCATION) Scale: 1"= 20' 0 ', 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 V�HOFM downcape.com ASS'9C' L�HOFMASsq • • • �n DANIEL DANIELA, oyG� 410WO c4Ae engineering, 14C. A. o m OJALA en CIVILCn civil engineers o No.46502 land surveyors Fe/s ��Qc*� f 939 Main Street ( Rte 5A) /oNA YARMOUTHPORT MA 02675 DCE # >5-.035 DATE DANIEL A. OJALA, P.E. 15-035 PEAcocK.owG