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HomeMy WebLinkAbout0018 HOLMES LANE - Health 18 Holmes Lane Hyannis A= 308 -013 1 I i I. I f i 1 TOWN OF BARNSTABLE LOCATION '/o/, res SEWAGE# o•o 5 <=$ 'VILLAGE I-1Y 19 ASSESSOR'S MAP&PARCEL 3 0S— 013 INSTALLERS NAME&PHONE NO.�PL e-j* �ow S T f t._ SEPTIC TANK CAPACITY (S OD LEACHING FACILITY: (size) /-.5 NO.OF BEDROOMS OWNER PERMIT DATE: i s COMPLIANCE DATE: L a d 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 Y I t o o A w o TOWN OF BARNSTABLE F LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. CT/ems L E�&o 7 7-0-0.9 07 SEPTIC TANK CAPACITY 1oQoty.CG �Juf!'7�"9 LEACHING FACILITY: (type)Le,-CCA-!!�r %�eA,,C ,' (size) -ire A 4"1'2'r NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: /7—a-L COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) /tea Feet Furnished by r 4 o t S b � � b � . t Li�vt t, -so g ,� 2� �EGor✓ ZPtt 60T'TO" D¢ SAS No. Fee T4 COMMONWEALTH OF NIMSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitatlon for bisposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(grade( ) Abandon( ) ❑Complete System ❑Individual Components L LY ion dr ss or Lot No. Owner's Name,A ress,and Tel.No. Assessor's Map/Parcel 1,113 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. -;. >eyS`9dwysy jp*2Qje Ad 0 VIC !� a�.� Type of Building: Dwelling No.of Bedrooms nn�. Lot Size /d o a © sq.ft. Garbage Grinder Other Type of Building /c E No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required 3 r gpd Design flow provided 33 9 1-5-7 gpd Plan Date d �j Number of sheets Revision Date ato 1.1 Title Size of Septic Tank EX I S% /6 B Type of S.A.S. 1-112-0 i o Description of Soil ' () 3 o,7/ f Nature of Repairs or Alterations(Answer when applicable) C__� 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 Bo ealth. Sig Date /� o Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2 ODD'— d C(0 Date Issued 4e !� ..'„-..-++,v 'vw.•�+swv'o..—:+.•w..••Nn7►i«,a-4.�,�..:.. ��pt�4^"",,,�. ,:�.'.•.:��:...::G.�::i--'�...�,�. .+a-.ram n9J.y„n 1+' '�F..��_:>.,�.et...w" ,.M..9..,�+. -. .-.r-.J� °.�,w...... f ... .- - ../^: X Y " I 1-f 'h--,!�,T 0?-\ ' G No. 200 CIO c f TA COMMONWEALTH OF MAS$A Entered,in omuter: SETTS P Yes PUBLIC HEALTH DIVISION -TOWN OF BARN-STABLE, MASSACHUSETTS r"r application for Voposai 6pstent Construction 3permit Application for a Permit to Construct( ) Repair(,,)pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location AddrJ or Lot No. ` / Owner's Name,Address,and Tel.No. Assessor's Map/Parcel fir) Q Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 1,4{2 e ,d S D i 7 7 7 JG S o j!ie'� Type of Building: +' DwellingNo.of BedroomsLot � Size 1 d� � G? sq.ft. Garbage Grinder Other Type of Building / e S No.of Persons Showers( ) Cafeteria( ) e4 Other Fixtures Design Flow(min.required) 3 y gpd Design flow provided `�- 3.3 5r- gpd Plan Date �/v Number of sheets Revision Date Ll }L/n C1. Title , Size of Septic Tank `X S T /D ® Type of S.A.S. �;' "�. U ���✓ } - Description of Soil �? ?�0 S f/ If 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 of-Health. Signed;,-_, - %;i�,_ �'" _=-- Date e7 I Application Approved by >'// j• , ,� ! C Date IV Application Disapproved by /f Date for the following reasons Permit No. Cf D Date Issued /.�/0 - - - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS y� ,....-6rtificate of Compliance x THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( )'` Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No200 q- f?n dated 4/ /S� A20 0�( Installer � 1 J,` Designer .%�,,<l>i.' �? ..•*L 1�.r jrf y #bedrooms =y Approved design flow 3 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date t�� 1 Inspector //( - -�-- ------------------------- ------ ---- CiG( Fee --- - No. �f1 �Cj THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Zisposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair f Upgrade( ) Abandon( ) System located at / /� U//�� S 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. Date /�/ !' /� �r/ Approved by /,Z— Town of Barnstable �1,E �, Regulatory Services Thomas F. Geiler, Director rWRNHTAHLE. 9�\ ��� Public Health Division I. Thomas McKean, Director .: - 200 Main Street,Hyannis,VIA 02601 Office: 503-362-4644 Fax: 303-790-6304 Installer & Designer Certification Form fF?,J� 3o 2001 306 0 c 3 Date: � ewage Permit# Assessor's iYlap\Parcel Designer: ✓Y installer: �/ 60/,1,5� Address: f& Address: e,Sr9Tl o w)4�p 0259 On was issued a permit to install a (date) (Installer) septic system at ig atA465 based on a design drawn by (address) l �it !�✓ ed '"/ v°✓ ,dat (designer) XI 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. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anv 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. .Mgssq ARR M. G ME Installer's Signature) C 0 fSANITAR\I'� (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARN ABLE 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:Heal th/SeptielDesigner Certification Form 3-M-4doc O No1$1A Q I f 1 ' Town of BA>rnStable. P# Department of Regulatory Services • : Public Health Division Date— ►nxereer.& NABS. 200Main Street Hyannis MA 02GOT` ` J Time Fee Pd• Date Scheduled i $Oil Suitability Assessmen t fdr'Sewtixge Yisposal Performed By: ' t� Witnessed By: 9 �� OCATION & GENERAL INFORMATION , Location Address 42, t-0 t U_e Owner's Name S hIh 0 2 6 0 I ' Address Engineer's Name Assessor's Map/P$tcel: 013 i ��}�- ✓�" �tr� NEW CONSIRU�'IION REPAIR •Telephone# 9O� 36a" a Land Use ��� �I 'ny Slopes(%) 'Gf�(� Surface Stones 06 ±' Drinking Water Well ft Distances from: Open Water Body ft Possible We:Area ft Drink �20b,. Drainage Way ft Property Line _ L��ft Other 'V ft SKETCH:(street name,dimensions of lot,exact locations of'.. t holes&perc tests,locate wetlands in proxitnity to holes) I • I i 1 i I . I F • I �Y Q V I Vep i Depth to Bedrock Parent material(geologic) y I 4 Depth to Groundwakdr. Standing Water in Hole;'--147 -_ Weeping from Pit PAce f`r ^—^ Estimated Seasonal iHigh Groundwater - D .. �ATION FO SEASONAL kIIG1H WATERTAr3LE Method Used � AtI35 / +� i In. Depth C14erved standing in obs.hole: In. Depth td s011 mottles: It i ill, Groundwater Adjustment De th toiweeping from side of obs.hole: A ,factOr,ir�,�.� Adj.drnundwnter Levrl.,,,e index Well# W'E G Reading Dater index Well level PERCOLATION TFST . Date 'Plnse--- Observation I ( Time at 9" 1�. .—•. -------- Hole# ' Time at G" ....-.----- Depth of Perc ll to I Time(9"-6") - Start Pre-soak Time.0 -- 1 End Pre-soak -r=-- Rate MinJlnch Site Suitability Assessment: Site Passed'' X Site Failed: Additional Testing Needed(Y/Id) — Original:.Public Halth Division Observation Hole Data To Be Completed on Back--- ***If percolai4n test iS to be conducted within 100' of wetland,you must first notify the I` Barnstable Cl4servation Division at least one(1)wedk prior to beginning. 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 A -7'r. 22u 44 2' 6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselp Mottling (Structure,Stones,Boulders. Consistency.%Gravel) z21-14�u . 00• DEEP OBSERVATION HOLE LOG Hole# Depth from' Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) ( SDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel DEEP OBSERVATION HOT LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. consistency. ra I Flood Insurance Rate May: o Yes Above 500 year flood boundary N _ y T`) Within 500 year boundary No Yes ;'� •`. i' Within 100 year flood boundary No_ Yes Depth 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 l I certify that on!U (date)I have passed the soil evaluator examination approved by the Department of ronmental Protection and that the above analysis was performed by me consistent with the required t aini xpertisee a d experience described in 3,10 CMR 15.017. 0 Date Signature --��-- Q:\.SEPTIC\PERCFORM.DOC / No. ." y `� Fee ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS Zipprication for Migooar *pztem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�rQ / Cjya A.&PLC Owner's Name,Address and Tel.No. Assessor'sMap/Parcell�� Installer's Name,Address,and Tel.No. Definer's Name,Address and Tel.No. �'�/� �Cs•�joC°r/F �/f�l-7�i /e�. {��1/�4 � /jliCJ'!�^- Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 0 gallons. Plan Date Number of sheets / Revision Date Title Size of Septic Tank 7.e, 102 1 dr IXype of S.A.S. � otio ��ee�n.�itl dd�� a-X �xa Description of Soil G 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 Certifi- cate of Compliance has been issued this Board of Health. Signed aaa Date Application Approved by Date -�� �-'? Application Disapproved for the following reasons Permit No. '��✓ Date Issued �f`'� Kr 1 No. Fee / �. "s �✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS s' es y - 01ppYication for Migogal bt,gtemeCo 'Mruction Verntit Application for a Permit to Construct( )Repair( Alpgrade(XC Abandon( ) ❑Complete System y❑Individual Components Location Address or Lot No. ,mew Owner's Name,Address and Tel.No. I 41 Assessor's MapTarcel- C OF Q _ ! fInstraller's Name,Address,and Tel.No. Definer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms -� Lot Size sq.ft. Garbage Grinder( ) 4 Other Type of Building O eP- No. of Persons Showers( ) Cafeteria( ) ,,Other Fixtures Design Flow 3 ,17 gallons per day. Calculated daily flow 310 gallons. Plan Date 5'— 3 "OOZ Number of sheets / Revision Date Title t Size of Septic Tank Type of S.A.S. e<14C41;17 JWe A-e W Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: 1 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Board of Health. Signed Date lox Application Approved by �`l/ Date -��"?'"•��/3 ' ' Application Disapproved for the following reasons i Permit No. Zrowy 47 "' OVF SIF Date Issued ----------------------------- ���t`oZ THE COMMONWEALTH OF MASSACHUSETTS i BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance { THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded O Abandoned( )by at eD oe om E J' <�' 9 �y`�1Jfj/`�.f has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permiti?WO- Zr--O dated - '— �- Installer Designer The issuance of y� rt�i�shall not be construed as a guarantee that the s3 tem e will function as de g ed. Dater U Inspector z , ) I l t ---------------------------------------- No. R�~ � Fee ; 'r-j THE COMMONWEALTH OF MASSACHUSETTS f PUBLIC HEALTH-DIVISION - BARNSTABLE, MASSACHUSETTS J ligpogaf *pgteut (Conmruction hermit Permission is hereby granted to Construct( )Repair( )Upgrad 'QVAbandon( ) System located at ya'Ieir and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date offtt'h'i's�ey't. Date: Z '" ApprovecKby-- i r Y I, f i TOWN OF BA.RNSTABLE c LOCATION ,/J' 4�iy e_r 4 y SEWAGE # oQft-07" VILLAGE ASSESSOR'S MAP & LOT � INSTALLER'S NAME&PHONE NO. /••s :LG��'o.c��f 74'�70� SEPTIC TANK CAPACITY 1 oa c,Sub• t'X•b'T/�j LEACHING FACILITY: (type) -o0'EW<-4 r.� jR'��.�c! (size) s;r-X NO. OF BEDROOMS .� BUILDER OR OWNER PERMITDATE: �—/7—a.L COMPLIANCE DATE: —oil 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 K within 300 feet of leaching facility) /tea Feet Furnished by _ f�� L te.BoF` i 41 C.+ off' JP40 log, 'e'r 0 J V Q ca � v � Q � n � � Z 7`�`C7N� co00 BR'7 �V L I � v� _ Ct) T tv ova w r i r \ 3 0 (< 9 i < i!I. �i 61 -- - -- --- } 42 I - - - -_. -- -- ......... i "s i i' t i� ------ - --- --- . ..--- _ - - —- ----- -- __. _ --- .- - - - ------ ----.. oS p�� 3 - I � r �ti -- --------- ss� —--------- �s i - - --------- ---------- .......... J11 • r ..__.... ......_ _:.._.._ ....... ...... .. __. .___. ..__ I i - - - -- _..__.. _._ fl - I oFIMET�. Town of Barnstable Regulatory Services • snRxsras[.E, ems. Thomas F. Geiler,Director Building Division �• Thomas Perry, CBO Building Commissioner � r` � ftt �, `/. 200 Main Street, Hyannis, MA 02601 / www.town.barnstable.ma.us '• i Office: 508-862-4038 Fax: 508-790-6230 January 9, 2005 Jose P& Cacilda G. Santos P.O. Box 2746 Hyannis,MA 02601 Cs"o Flo I t 6� Exit order `18 Holm es— ane 1Hyariiis,MA�; Dear Mr. &Mrs. Santos: This letter serves as a follow up to our conversations on January Sand 6,2006 concerning the residence you own located at 18 Holmes Lane in Hyannis. As we discussed the basement must be vacated immediately because of lack of proper permitting and the bedrooms in this area lack the proper emergency egress. Until this is corrected persons are not allowed to sleep in this area. Sincerely, d Thomas Perry Building Commissioner Y } i ` LEGEND 32 \ PROPOSED CONTOUR R',-nnf Hil.Ln tv b 99 PROPOSED SPOT GRADE 1 7 — ` 68 — gg -- EXISTING CONTOUR b\ 1 34 + 96.52 EXISTING SPOT GRADE 1 / 36 W— EXISTING WATER SERVICE TEST PIT ` 1 100 ft FROM STREAM I 40 2 43 '�Is VVay-.j�!" • tad f 4�,, x i Q AREA =1 16000 sfLd ry LOCUS MAP N.T.S. v i j 1 � �0 2•�� j GENERAL NOTES: I I j PAVED DRIVEWKY ° \1 F-0 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL I / I r-0 X 20 ft BOARD OF.HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE O } LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: (A —� I ° Z \ — 310 CMR 15.405 (1) (B): / ' _9 I— 1. !� 1) A 5 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW LEACHING TO BE 0) W; msp Pat �z — Z 15 \ 15 FT FROM DWELLING VS REQ'D 20 FT. (LINER PROVIDED) ! ! I ! z Z 0 44 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 1 1 1 I 1 DESIGN ENGINEER. 1 I I 1 1 \ } 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING ! 1 I I I \ 1 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 0) ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF \TH-2 \\ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ➢ \ t� HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. l U 1 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. \)3 \I \ 1`�......; 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 32 / �I 1 ' \ 43 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. T \ 1 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 34 53 rt _ 1 I \\ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING P I I CONSTRUCTION. �J 36 i �� 1 \ I �` 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED \ I SCALE: 1 in = 20 ft 38 REPLACE WITH CLEAN MEDIUM SAND PER TITLE V. o � � \ 1 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 20 0 - 20 40 40 11 J 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY ` AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY O 10 20 BENCH MARK 42 11 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING CORNER OF 1 14. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING CONCRETE STEP �� f l 15. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED OTHERWISE) rL ELEVATION = 43. 90 l 16. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE DISPOSAL a BARNSTABLE CIS DATUM \ Q 17. INSTALL 40 ml POLY LINER AS SHOWN (EL. 40.75-36.75) ENGINEER TO INSPECT cn AND CERTIFY. of �Ass9�ti o PROPOSED SEPTIC SYSTEM UPGRADE PLAN d2 D RREN M. ✓+ _ E R( 18 HOLMES LANE, HYANNIS, MA AMP: 308 Prepared for: Arch Construction � SURVEY REFERENCE: / � LOT. 013 Engineering by: Surveying by: SCALE DRAWN DATE _ " DARRENM.MEYER,R.S. Eco-Tech E 2F*wnmemi&l 1"=20' DMM 04/09/60 PLAN OF LAND BY DAVID H. GREENE, PLS r NITA?k, ( DEED BOOK:17380 POBOX981 (508) 364-0894 s �. DEED PAGE,•007 E4STSANDW/CH,MA 02537 REV. DATE: CHECKED SHEET NO. DATED: NOVEMBER 1961 508,W2922 04/20/09 DMM 1 Of 2 Rev.4IZZ10� i I ELEV. TOP N01E:., MACNETIC ,TAPE TO BE PLACED OVER ALL COVERS y NOTE: TO PREVENT BREAKOUT, THE PROPOSED SEPTiC TANK, FINISH GRADE SHALL NOT 9E < EL:40.75 FOUNDATION INSTALL RISERS COVERS OVER -INLET & PROPOSED D-BOX FOR A DISTANCE OF 15' AROUND THE (Existing) OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PERIMETER OF THE S.A.S. 43.65 SET TO 6" OF GRADE F.G. EL: 43.75-43.50 (MAX:) F.G. EL.=43.0f F.G. EL.=43.5t F.G. EL: 43.25f--� MAINTAIN 27 MIN SLOPE OVER LEACHING AREA MAX. COVER OVER LEACHING = 3.0 FT,. ri " 4" INSPECTION PORT ' W/IN 3" OF FINISH GRADE ,: . - y ~ 4" SCH 40 PVC 4" SCH 40 PVC f O O O O O a O a O O O O 4. CAS=2% 10"I „ (MIN.) 14 \:INV.41 .07 S= 1� (MIN.) ® S= 1� (MIN.).TEE'S ARE TO BE4" SCH 40 PVc tNV.41 .0 x v o v o v o 0 o e v O a INV.40.80 GAS - a s a o a u c e O C O O EXIST. OUTLET PROPOSED DB 3 INV. 41 .54 ; •.., ., BAFFLE H=1t0 DISTRIBUTION BOX 25' INV. 41 .32 PROPOSED 1,500 GALLON SEPTIC TANK INV. ELEV.- 40.25 ; 9 MlN. I, GAS BAFFLE TO BE INSTALLED ON OR r°`'Arsnwr PER TITLE 5 OUTLET TEE AS MANUFACTURED BY ` f. EI, i A II � I h� BREAKOUT,EL 40.75 TUF-TITE, ZABEL, OR EQUAL INV. ELEV.=40.25 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING a 24 /s•: f-f/1i'� ,3O 5» PIPE INVERTS PRIOR TO CONSTRUCTION ooua�wasr�o sravE IN 247 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECIHkNICALL COMPACTED SIX BOTTOM EL-- 38.25 INCH CRUSHED STONE BASE, AS SPECIFIED IN L-�48 50" 8" 310 CMR 15'.221(2) I. 46 3) INSTALL INLET & OUTLET TEES AS REQUIRED SEPARATION 5.70 FT. . SEPTIC SYSTEM PROFILE ADJ. GROUNDWATER EL: 32.55 SOIL.ABSORPTION SYSTEM (SECTION N.T.S. SOIL LOGS DESIGN CRITERIA DATE: MARCH 25, 2009 SOIL EVALUATOR: DARREN MEYER, R.S., CSE NUMBER OF BEDROOMS: 3 BEDROOOM DESIGN (PROPERTY IS NOT IN. ZONE II) P#: 12518 WITNESS: DAVE STANTON, BARNS. BOH SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) I DESIGN PERCOLATION RATE: �2 MIN/IN Elev. TH-1 Depth DAILY FLOW: 110 G.P.D. -� Elev. TH-2 DDepthDESIGN FLOW: 330 G.P.D. 42.10 A LOAMY SAND O" 42.10 0" r 10-TR 4/2 A L04MYSAND GARBAGE GRINDER: NO (not designed for garbage grinder) t0YR 4 41.52 a 7"LOAMY SAND' 9 41.52 Y SEPTIC TANK: 330 gpd x 2 = 660 gpd USE NEW 1,500 GALLON SEPTIC TANK IOYR 5/8 LOAMY SAND ' 10YR 5/8 LEACHING AREA REQUIRED: (330) = 445,94 S,F. 74 40.27 ci 22" 40,27 Cl 22" i USE THREE (3) INFILTRATOR 3050 UNITS WITH 4 FT. STONE ON THE SIDES & 1.3 FT. STONE ON ENDS: 25' L x 12.16' W x 2'D ae:eo a MEDIUM ° BOTTOM AREA: 25 x 12.16 = 304 SF SAND X60 P MEDIUM SAND I- SIDE AREA: (25 + 12.16) X 2 X 2 = 148.64 SF 2.5Y 6/4 2.5Y 6/4 (! TOTAL SQUARE FEET PROVIDED = 452.6 vs. 445.94 REQ'D e( DESIGN FLOW PROVIDED: 0.74(452.6 S.F.) = 334,95 G.P.D. vs. 330 G.P.D. req'd OF 29.77 ,ae" 29.77 148" _ PERC RATE MIN/IN. (Cl" HORIZON) ORIZON) PROPOSED SEPTIC SYSTEM UPGRADE PLAN �` DA�1 GROUNDWATERR OBSERVED AT 147' EL 29.85 o E . 18 H 0 LM ES LANE, HYAN N I S, MA INDEX WELL: AIW=230 ZONE: C r LEVEL 23.2 ADJUSTMENT: 2.7 ft. ; V- NO. 114.0 Prepared for: Arch Construction ADJUSTED HIGH GROUNDWATER AT EL. 32.55 Q Engineering by: Surveying by: SCALE DRAWN DATE '�fG/SfE� • 1. Darren M. Meyer, R.S., CSE, hereby certify that I am current) approved DARRENIli,MEYER,R.S. Eco-Tech thvirohmenW N.T.S. DMM 04/09./09 y fy y pp by MADEP pursuant to 310 CMR 15.017 `CHI TAR�a pXggf to conduct soil evaluations and that the above analysis has been performed by me consistent with the P J�6L/ PAS ppg OX 981 /Ct�MA02537 (508) 364-0804 REV. DATE: CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Soil Eval. Exam In October, 1999. 4 �"I� l Z= 04/20/,0,9� DMM 2 of 2 &V. t' ASSESSORS MAP . LOGS 'TEST E- OGS PARCEL: � J f� .. o ClLo / SOIL EVALUATOR: , ti !QO T �. FLOOD ZONE�. /�o T /T �� c� �.G WITNESS: LA Poo REFERENCE,:=-ZJE � _ � _ DO / Off_.___. � .. __.� 7' DATE: M 1�__ _ ---7-�e -_Sips' cell'- i a / .co o� _ _ � �1 PERCOLATION RA.E �11� 1 �r` � — _ - 2 TH- I TH 2 �p ;, LOCAT ION, MAP 1V.T� �y� �,� /��o l�cv��y rC► , 7�'�� i/tc�... v �1 A � (. Q, O-s O r ue c t - ��, vc I - SE 'Ti , SYSTEM DES I GN / /7�1ar15 Llk�74- t` OW ESTIMATE /BEDROL/1CJ BE)ROOMS AT GA /DAY< � Oar -.3�GAL/DAY SEPTIC TANK GAL/DAY x 2 DAYS -G AL USE GALLON SEPTIC TANK 'C SOIL AVB RCP ION SYSTEM i i �} t 1 X D v yl Gx 5 4 G T ~' �� IDEOTTOMAREA: AREA: >C -E . I SYSTEM SECTION CTILfpD ��$--_ _ 0. W,t vox, D-BOX: ' -�,rj n��`I" � ✓��J�-. �`'4�� _ _ o�' r 3 reA 150o GAL - 7. SEPTIC TAN 2SS3 xi G �b� 5 f5 l ..e -n, . r 0 mom 01 S 1 TE AND SEWAGE PLAN a '. � r �� ��� � � LOCATION : 1 � y _ l M � 1r-ir`�I PREPARED FOR - J w-� (c SCALE . c'� 2 T ,tip0 vz DAV I D B . MASON,R� � DATE: �3-G,� W � DBC ENVIRONMENTAL 6ES I GNS u ( EAST SANDWICH . MA Z DATE HEALTH AGENT W ( 508 ) 833-= 2 t77 Z