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HomeMy WebLinkAbout0030 ROSS LANE - Health 30 ROSS LANE MARSTONS MILLS A = 123 047 - r P TOWN F BARNSTABLE VV. ' \ LOCATION 3 � '® SEWAGE # is L�►GE A S ,l�'d l /kAASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 124%J e` �Gr ��" SEPTIC TANK CAPACITY S� LEACHING FACILITY: (ty ) � �SOD&//6A)S (size) o �� NO.OF BEDROOMS BUILDER OR O R 1sZD PERMIT DATE: /d V 0 COMPLIANCE DATE: Separation Distance Between the: P a �� 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) � eeet Edge of Wetland and Leaching Facility(If any wetlands exist ( Feet within 300 feet f eachi acili ) Furnished b 0 Y JVV t:�Q �4�1+�s 44ts 3 A 13a d� el A03 ��? lQ �a 1.4 � 3 �T � � 3 z ��1 / �A 1� 9W'>/ Al �;c�c 4-e;o cis f, 1 No. CCU {t0 ... Fee /00 ti THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Migogar *pgtem Construction Permit Application for a Permit to Construct( Repair( Upgrade( Abandon( ) ❑.Complete System individual Components Location Address or Lot No. 3o I_PW0✓ Owner's Name,Address,and Tel.No. f-API Assessor's Map/Parcel I a, ,� 04+ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel No (,ilF 1�icAnr\ �A2�➢�� ��,¢a�E� SNP`? Type of Building: 11 Dwelling No.of Bedrooms Lot Size 3 c��4� sq. ft. Garbage Grinder (IJJJ} Other Type of Building ot No.of Persons Showers( Pj`Cafeteria(✓) Other Fixtures LAj,;%,aoa.-P ° SivAk , Design Flow(min.required) 3 6D gpd Design flow provided ° b gpd Plan Date Number of sheets Revision Date Title rC'O(J��e� c�v�SU�[GC4 �tZZCr2 '°sCUSC`a� `lQ Size of Septic Tank &IST 7 Sb®4n\ �CA�.1 Type of S.A.S. Isco QC\. C' S Description of Soil --?.Q 1 a` X �5' Nature of Repairs or Alterations(Answer when applicable) �RC,.,`e.r- -No 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 Environ ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this oard o Health. Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No.. � � ���(`j Date Issued — 2 — Q J k�A 4.F �• � � #.`�rw...:•�to _ �d i.."}F T Y G — - No.. I 0 �` Fee /00 THE COMMONWEALTH O .MASSACHUSETTS Ent red in computer: e PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes - Zippgication for 3i5pont *pgtem Congtruction Permit Application for a Permit to Construct( ) Repair�X), Upgrade( ) Abandon( ) ❑.Complete System Individual Components Location Address or Lot No. 30 t`osS LAaIF- Owner's Name,Address;and Tel.No. F-Lc -C,l CCoTELL-1 Assessor's Map/Parcel 'a 3 b 4-+ S AM t Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Will`icfm N%q?,QEY r^^AtZM�t� SNa� 508- Type of Building: Dwelling No.of Bedrooms Lot Size Z, 6 45 sq.ft. Garbage Grinder (a)A) Other Type of Building No.of Persons ;( Showers( of Cafeteria(✓) Other Fixtures (_f-1�Iq'CoQi' , 1G�'CC�a��1 Syoln , U4-wy3n )RY Design Flow(min.•required) 3 3 331 .50 0 gpd Design flow provided gpd Plan Date I-,LA I Number of sheets Revision Date Title Size of.Septic Tank &tT ►560 4^\ "CR..1k Type of S.A.S. -,500 CG\. Description of Soil Nature of Repairs or Alterations(Answer when applicable) r a i h � des .V }� �'�•,. a 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 ( _ ` Ize— Date Ce 4/,.a �hcau Application Approved by / �/� X Date J'? - Application Disapproved by: / Date for the following reasons // - t Permit No. Zo",F) — � � Date Issued — 2 el- �d� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( f/)�Upgraded ( ) Abandoned( )by at L_C\Nj V_ P�A(u(u,C kit 11.1 C has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Oxjq�r) dated 2"[ ^ Installer 6/ ,( Designer #bedrooms Approved design flow ` `� _2� n gpd The issuance of this permit shall not be construed as a guarantee that the system will funcr on as designed. Date q-^ �. Inspector 1/" \ ")• No. '��b Fee l ,1D THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migogar �&pgtem Con5trUction Permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) System located at '2,(_) a-C) S.�_ �c and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. - Provided: Construction must be completed within three years of the date of this permit Date Q6 6C12- L� �U S' Approved by �C,.... Town of Barnstable �p1HE Tpk, Regulatory Services O Thomas F. Geiler, Director * BARNSTABLE, 9$ MASS.. ��� Public Health Division A'ED fA Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 9/25/08 Designer: Shay Environmental Services, Inc. Installer: William Harvey Address: P.O. Box 627 Address: Kilmer Avenue East Falmouth, MA 02536 East Falmouth, MA On 9/24/08 _William Harvey was issued a permit to install a (date) (installer) septic system at 30 Ross Lane, Marstons Mills, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated September 24, 2008 (designer) XX 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. 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. Plan revision or certif d as-built by designer to follow. *4.< 61 (J i \ 11. CARi iEN\ (Installe 's Sign re) E. �r s r,,, J No. 1'1v1 n /A. GISTE_Y I Y.� (Designer's Signature) (Affix amp 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 VR Town of Barnstable P# Department of Regulatory Services ,AIMAARM ?A6? MOrABLA : Public Health Division Date 059. 200 Main Street,Hyannis MA 02601 Date Scheduled Time D Fee Pd. Soil Suitability Assessment for Sewage i osal o G Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address655 y Owner's Name Fc— (b o 1 _ Address Clcco I t t7{FtJIUI�m 1 h'l,� Assessor's Map/Parcel: t 3 /D Engineer's NameCzc(y-,e(l S Y-) NEW CONSTRUCTION ` REPAIR Telephone# 294^149 Land Use Slopes(%) ya 0,70 Surface Stones JQ 14. Distances from: Open Water Body i.=ft Possible Wet Area Iv I M ft Drinking Water Well Drainage Way ft Property Line _ ft Other A LA ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) cm m � . T?l -v < ca a r cn M L#4 Parent material(geologic) l J L)_��Qsk1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: INL. OQ . Weeping from Pit Foce Estimated Seasonal High Groundwater 1_1�(o i A aS yONOCA DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: __. in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level . Adl.factor -.m— Adj.Groundwater level PERCOLATION TEST DatcOL, ? , Thne►o�ov Observation Hole# Time at 9" F Depth of Perc Time at 6" L Start Pre-soak Time @ I Time(9"•6") a ram_aw- 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:\SEPTICIPERCFORM.DOC 2�� �= gem �4 DEEP.OBSERVATION HOLE LOG Hole# 4-l Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. on iste c % ravel Cl :at�e �2-s Y - SSG orc,,,,ca DEEP OBSERVATION HOLE LOG Hole# � Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi ten % n LS laJ est ;ca�J`�c iS167a 4--tea ct ��"P, � �•SYek C�- t�:� L S 67, t 5 �.s Y 3- � 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. o Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. onsi e z Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No_=, Yes 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? y is__ A If not,what is the depth of naturally occurring pervious material' ..." Certification I certify that on (7 (date)I have passed the soil evaluator examination approved by the Department of Envir ental Pro tion and that the above analysis was performed by me consistent with . the required traini ,e p se d e e ience described in 310 CMIZ 15.017. Signature Date Q:\S.EPTICIPERCFORM.DOC v i 0/7 TOWN OF BARNSTABLE LOCATION 3c�`�c 6 1p-►'�� SEWAGE# ��3 VILLAGE >71► `i4i,n5•/ 1 S ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. � SEPTIC TANK CAPACITY, `�C�C7 ' I LEACHING FACILITY: (type) "-� k u• „c (size) i NO.OF BEDROOMS BUILDER OR OWNER /�Z✓� ra�1�5 PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the:. Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r j No. 7-� Z3 THE COMMONWEALTH OF MASSACHUSETTS FE 100. Od BOARD OF HEALTH ulAJ OF (J,�a�CS j A O , . APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ()(Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components' ` r�u �o y3 214 oc tion k/t IL tJ b0� I y2� wner's Name "f2 Alp/Parcel ` d f5i,- r 4, Address I7v '1� I4 Lot I Telephone N doe yor,Y V�e�1� �OAJIlC CA0.;-; curl P Installer's Name Designer's Name 1 [m e r AA-VC% r me , sytj /,{I��dC11.4�-t— Address �/l tJ�11+ 3 1 O Ad(f� ress - �b Telephone A Telephone N Type of Building: Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder' ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min. required) 1�-19 gpd Calculated desi n flower gpd gpd Design flow provided�A Plan: Date o - Ny�►�ber of sheets _ Revision Date A Title 1 (✓t-h+�l �f ►= Z AS Imo( f Description of Soil(s) Soil Evaluator Form No. I Name of Soil Evaluator D L9.A-4- Date of Evaluation —Zl DESCRIPTION OF REPAIRS OR ALTERATIONS e PDT 104:-fo The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 00 000 NO. 97- d 73 TRHE 'COM>MONWEAL'T•t'\�//H/„OF MA S-SACHUSEt,ITS°r° -_ FE �00od B'OARD OF HEALTH. APPLICATION FOR DISPOSAL SYSTEM C-00, TRUCTION PERMIT_°- /"y f Application for a Permit to Construct Ax Rep<'tir ( ) Upgrade( ) Abandon ( ) - ❑Complete System ❑Individual Components 34 Zcs 1r 3LXion . 1f.14� ... -. wner's Name L c ap/Parcel �O f,SL��/ �'' Address ,. -�-t �• �ir11Q 3 Lot# Telephone# e �ce�Vcw Installer's Name r Designer's Name t _ a. Palmer A Vc- F r M q 3g N'l o I.(4-t— - �r-,E i2� 0,4 to ^� Ad ress dS Sy Y',., Address ? _S b 7�b ��41 Telephone# ��Telephone# Type of Building: Lot Size �Y r Sq.feet Dwelling—No.of Bedrooms Garbage Grinder-rr Other.—Type of Building No.�of persons Showers ( ), Cafeteria ( ) Other.fixtures .. it 1 Design Flow(min. required) ' gpd Calculated desi n flower gpd11 Design flow provided�V: gpd"" r Plan: Date 1 o - .4- I--? Nwnber of sheets Revision Date �A 3 Title ''7'71 �E .Lalk/�-c- 4A 4+J dF ` nor 1 Imo ►,- (A '� 4 to Al 4- Descript0h"of Soil(s) L I,1 t''A� r Soil Evaluatoi Form No. 1 Name of Soil Evaluator O.TA 4-4 Date of Evaluation 1-2-1- DESCRIPTION OF REPAIRS OR ALTERATIONS //VT t°1ulo a s The undersigned agrees to install the above deAribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree's not to place the system i operation until.a Certificate of Compliance has been issued:by the Board of Health. ,. Signed � . � 1� iDate t J D /d- ?�4 a Mir z d: FORM 1 - APPLICATION FOR DSCP. DEP A PROVED FORM 5/96 '"^ No. / 7-1 73 THE COMMONWEALTH OF MASSACHUSETTS FEE I APJ BOARD OF HEALTH \ CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed X),Repaired( ),Upgraded( ),Abandoned( ) by: loe oole at `3O I�OS (Lorj ), Mu✓�To!/I M'v has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer 4(lifl4eop Designer: 7vJ1( �A42e li l 1!41�LfLdA►S pector \ Date I The issuance of this certificate shall not be construed as a guararC that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. 7- THE COMMONWEALTH OF MASSACHUSETTS FEE �Qd Gd 6A-a► 'fI--1 b4—BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( �Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 36 Poij /.et oe /44& -J lvt--) . W,'l�J eyasdescribed in the application for Disposal System Construction Permit No. 7-G Z" dated /a-2/J"7 Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 �\ FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON TOWN OF BARNSTABLE LOCATION 136 -C 0-n6 SEWAGE # 4vilLAGE /7/4,/ivt5,r I I S ASSESSOR'S MAP &LOT-2,3- b� 7 INSTALLER'S NAME&PHONE NO.. SEPTIC TANK CAPACITY `S r�� /• LEACHING FACILITY_:(type)' D (size) S NO.'OF BEDROOMS- BUILDER OR OWNER 46tq2 n PERMTrDATE: /0 " --/ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet ` Furnished by 1451 e` r� � %L qo Town of Barnstable P# ' Department of Health,Safety,and Environmental Services Public Health Division Date 367 Main Street,Hyannis MA 02601 II BARYWeer$. MAM 6 h� Date Scheduled Time 0 Fee Pd. a Soil Suitability Assessment for Sewage Disposal Performed By: OJT Witnessed By: LO & EN9 OAb t tON Location Address t.-pT 61"7 row L N Owner's Name fit, . rh �Et}sT oS1Z-RuILI.0 R�> Address �T 1 713 2B7 �t'r2-�] F't`�/�N rt��, , Assessor's Map/Parcel: 12 Engineer's Name-1>ow L�fie 4*4 G-W. NEW CONSTRUCTION REPAIR Telephone# 3(c 2 L1 Sy Land Use V/r e-A Slopes(%) 0 —ei Surface Stones Distances from: Open Water Body ft Possible Wet Area �- ft Drinking Water Well �- ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I° T� °° p LA� Y 2t-t Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: /A�/� Weeping from Pit Face Estimated Seasonal High Groundwater IV IA A /VO &Yt-0VWb try -- 'T:R_)U Nlt .. . .... ...... ......... .............. . . . . .. ............. bETL NATIOI'�l POA SEASONAL HYG.R.: T��TA��E Method Used: Depth Observed standing in obs.hole: _I /� in. Depth to soil mottles: in. , Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. IndexjWell# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION;TEST Dgte :: gym Observation 1 Hole# I Time at 9" a Depth of Perc —IMP (a- u!0 Time at 6" Start Pre-soak Time @ Time(9"-V) End Pre-soak r ,i' w= RateMin./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--� Copy: Applicant x DEEP QSERVATION 1TOLE LbG +nlrrl# . . .. ..... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. % -7•'s't 3�2 10`1 0-6/S Trams s:l r DEEP OBSERVATION DOLE L?OG doh# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. % DEEP D SERVAT, DOLL LOG dole# Depth from Soil Ho 1.rizon Soil Texture Soil Color Soil Other Surface(m.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. % DEEP OBSERVATION HOLE LtIG ,Ht�le Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % a DEEP OIER�ATIOl�i ROSE Lt7rC Cole># Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. %Chavell Y f SEPTIC PROFILE TEST HOLE LOGS ,.F. AT EL. (o j. -- NOT To SCALE) ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( ACCESS COVER (WATERnGHn To ENGINEER:_ I ,� WITHIN Er OF FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM �, 2 WITNESS: 1� ------------------ -�-- -------- - - --- - _RUN PIPE �FVE� 2" DOUBLE WASHED PEASTONE DATE. \ FOR FIRS' = PERC. RATE PROPOSED 7 3 MAX. GALLON SEPTIC d-5 I � - -- - _- - -- -s - - - CLASS ,:� SOILS P � _ 3 �8" ' TANK (H- 1 0_) GAS hP 7^ L�1 0 0 0 0 0 0 0 0 0 SLOPE) s' CRUSHED STONE OR MECHANICAL ELEV. ELEV. I o 0 0 0 0 0 0 0 0 COMPACTION. (15.221 [2]) ! w / ^ �1 DEPTH OF FLOW _�_. ( 0 a� (_ _x SLOPE ( X SLOPE) TEE SIZES: - INLET DEPTH n 3/4" TO 1 1/2" DOUBLE- WASHED STONE `� " L- __f '' `r ''�'Y' LOCATION MAP SCALE 1" = zn�o OUTLET DEPTH �" FOUNDATION-- SEPTIC TANK - - D' BOX `` ---- --- FACLH�G IL Ka �' `{ r I o 7 ASSESSORS MAP I L � PARCEL --- ZONING DISTRICT: IZ r YARD SETBACKS: M z ,9/ r� �.G'!� FRONT / SIDE �� f►n`t.T ►) I Ito• l � ���f„�a+o �;' i : � REAR = •_ - 5 . r �� - - --- --- -- - PLAN REF. FLOOD ZONE: ff 1 !t r NOTES. SEPTIC DESIGN: (GARBAGE DISPOSER IS ' 1 . DATUM !S - J, Ih Mom+- i�►^��'--T-- \ .-7ESIGN FLOW: BEDROOMS (�_GPD) _ ��oGPO 2. MUNICIPAL. WATER IS y ` USE A ^,i GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. c\ � CG PT}C TANK: ��%GPn 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- PIPS. DINTS i0 HE MADE WATIERTIGHj. f/iyA `�\ ' ` I ? USE A ,`y J GALLON SEPTIC TANK 6. CONS(RUCTION DETAILS TO BE IN ACCbRDANCE WITH MASS. , ' �n`'' LEACHING. \ ENVIRONMENTAL CODE TITLE V. I f � : � j,y , �, ;n ` '' , ;. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SIDES: USED FOR LOT LINE STAKING. =1 = 80TTOM: — - rn � J 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. TOTAL: 2- S.F. GPb 9. COMPONENTS NOT TO BE BACKFILLED OR CCNCEALED WITHOUT NSPECT'ON BY BOARD OF HEALTH AND PERMISSION OBTAINED I i # + 000 --- t `� 4` I u �, .. E ��`a x' ►, 6 ,� +r-I f ►'�`i�`—"T FROM BOARD OF HEALTH. v ` ,_. !Sri-_�._'`� �� �`'��- �` �f'l•`*-`'=% � 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE I I InL l- LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF 'FORK. L_ LEGEND I SITE AND_ SEWAGE__ P_L A N 100.0 PROPOSED SPOT ELEVATION OF i A r 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: \ �'• Z I 1100 PROPOSED CONTOURko i - - ,100 - - EXISTING CONTOUR PREPARED FOR: - - 0 - u (IPA, -A- CA_e_("_7t7 HOARD Or HEALTH � 1-t To ow%7 >aN C. � SCALE: 1 = 3o DATE: � �:, --- 't n►,I .� -.�r►-I M I w ( �:J APPROvEO-- - DATE -- ---- - — 1 i an soe-xz-,say sae 382-veeO 1 I�k Of down cape engineering, in,c. ARNE\`yam ARNE H. sG�, OJALA -CIVIL r 1 CIVIL ENGINEERS ►+o. e / Fio 3av»2 LAND SURVEYORS �s� �►sttaE`' ���� ti�� 339 main st. yarmouth, ma 02675 = J©B# q� -z��� - u,T- t ARNE H. OJALA, P.f'., P.L.S. DATE Ilk *NOTE: 5' MAXIMUM COVER OVER SYSTEM PER BOH BI-LAW 3-24'DIAM. ACCESS MANHOLES I4: w F/I P. n VENT PIPE (O Least 24 inches tall) i 4 a 4 r Schedule 40 PVC w/Charcoal Odor Filter ttY e *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. a „ „.,. , 10 min. from EXISTING Foundation house to septic tank . _ s 3 = Septic tank coven must be D-BOX cover must be g within 8' of GRADE � �,� � Si i �"y.'*'^'."�'.-.--*�'t"�"e� s �,...✓�'`•'` within 6 in. of finished grade SAS cover must be Grade over Septic Tank - 99.00 Grade over D-Box- 99.50 within 8" of GRADE de over SAS- 99.50 OUTIET INLET / 4�� �y .• t INLET S 0.02 3 HOLE TOP aF SAS 9e.2s SECTION A -A :J \` f i THE ACCESS COVERS FOR THE SEPTIC TANK, o (H-10) DIST. BOX a �. DISTRIBUTION BOX AND LEACHING COMPONENT 6 € , ; EXIST. PIPE ` '? 1s' EXIST. 1 500 GA s-o.o1 PROFILE VIEW OF LEACHING SYSTEM ?1•,�, T,,,�.T,_x_6:' SHALL BE RAISED TO WITHIN 6" of I . , D.D1G" K f00t '.t.., •�.;�'TF,"Tw•;,•'t \ �•' r• tt +*" FRDN FOUNDATION n SEPTIC TANK 30 �+ �GOh.M•.s..w FINISHED GRADE. °t _ k n 0 20' / ✓ t / t H-10 STEEL REINFORCED (PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS s II ow s.tr M "! = o o e•t.f rp•FMA"a"""sMww •M f/s•- I/*.tre h.i rwa�. ON ALL OUTLET TEE ENDS CONCRETE FULL FOUNDATIO > II PLAN VIEW h ! } t v II a INSPECTION cover must be # ,� II II 3.6 -t3- 3.5 wtthin 8 in. of finished grade 3-24'REMOVAABLE COVERS d6aood rolet6lo�sv`. d[xaaoor •y�eii,.>re drab coos two SYSTEM PROFILE tz• I Not to Scale u7 -5 Effective Width •ti., ..,. ;{ 4' {. c c � 9 o 0 0 0 0 0 3,min•dearancw tY . ,itKLT• GENERAL NOTES r 'e C3 �� 8 min. Jr min. Ini.et to outlet e•min 5.5 PROVIDED = 1. Contractor is responsible for Digsofe notification, Verification of Utilities 6 in.of 3/4"-1 1/2" +J 2 Units ! 8.3' 17' compacted stone CS 9' I ` ttr min. ""l ,.. and protection of all underground utilities and pipes. 4 4 s -7• * �� s'-7• 2. The septic tank a distribution box shall be set Bottom of Test Hole 1 Elev.- 88.50 e r 25 4'-G•min. level on 6 of 3/�4 -1 1/2" stone. Groundwater Observed - NONE OBSERVED Effective Length b Liquid depth 3. Backfill should be clean sand or gravel with no stones over 3" in size. SOIL ABSORPTION SYSTEM (SAS) ;' :. . + • . ;j 4. This system is subject to inspection during installation '' ^' `Y.,; ' ' " by Carmen E. Shay - Environmental Services, Inc. • 500 - C H-10 LEACHING UNITS / WIGGINS PRECAST ,y_�• s'-s• NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE Not to Scale 5. The contractor shall install this system in accordance CROSS SECTION END-SECTION with Title V of the Massachusetts state code, the approved plan and Local Regulations. TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK 6. If, during installation the contractor encounters any soil conditions or site conditions that are different NOT TO SCALE from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. Bath r PERCOLATION TEST P# 12362 8. Install Tuf-Tits gas baffles or equals on all outlet tee ends. m OFFICE 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Bedroom Date of Percolation Test: SEPTEMBER 23, 2008 10. All solid piping, tees & fittings shall be 4" diameter Test Performed Sy/: CARMEN E. SHAY, R.S., C.S.E. Schedule 40 NSF PVC pipes with water tight joints. Results Witnessed By. DONNA MIORANDI, Barnstable BOH 11. Municipal Water is Connected to ALL OF The Residence and Abutting Bedroom EXCAVATOR: Shay Env. Svcs. 9 Bedroom Percolation Rate: Less Than 2 MPI ® 36" Properties Within 150 Feet. MARSTONS MILLS 2ND FLOOR Tesst Hole Test' Hole = ELEMENTARY SCHOOL PROPERTY No. 1 No. 2 DEPTH SOILS ELEV. DEPTH SO'LS ELEV. NOTE: THE PROPERTY LINES ARE APPROXIMATE AND 0 99.00 0 99.00 ' mc Sand Sand THE FROM THE SURVEY PLAN GENERATED BY 4,�J9 a Loamy Loamy entitled CAPE CERT F EDENGINEERING PLOT PLAN OF NOV. 30 ROSS L N, M MILLS, MA 7 Dining Kitchen m 110 YR 3/2 10 YR 3/2 " " 2 CAR GARAGE A A, AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 0"-6" se.5o 0"-6" sa.so IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Loamy Loamy THE SEPTIC SYSTEM INSTALLATION. Sand Sand Living Room Family Room 10 YR 5/6 10 YR 5/6 6'- 36" Bw 96.00 6'- 36" Be 96.00 EXISTING SAS TO BE PUMPED OUT AND FILLED IN PLACE IMed. Sand Mod. Sand 1 ST FLOOR w/gravel w/gravel NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 2.3 Y 8/6 2.5 Y 8/8 3 BR HOUSE FLOOR SCHEMATIC 36•- 72 Cw 93.00 38'- 7Y c, 93.00 FROM THE EXISTING SAS TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. Mod. Mad. Sand Sand 2.8 Y 7/4 2.8 Y 7/4 72"- 126 C+ 88.50 72"- 126 G 88.50 LOT #1 ASSESSORS MAP - 123, PARCEL 047 32,645 Square Feet 100 ZONING - RESIDENTIAL MARSTONS MILLS NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Perc #1 ELEMENTARY SCHOOL PROPERTY Depth to Perc: 40" to 58" s Perc Rates 2 MPI, _ ', i Groundwatter Not Observed ADJUSTED H2ESHWT • 0 Elev.'= None - AM OUILET PIM FROM THE Dismeynow BOX SHALL WE LEGEND SET LEVEL FOR AT LEAST 2 Fi. 72' CONCRETE COVER va 3- S•OUTLET v •�', .J. KNG««,TS 8X0 DENOTES PROPOSED „ - W OUTLET T INLET ® SPOT GRADE 4 PVC r--------------------I •e _ VENT I FAILED SAS I ' :.� e . DENOTES EXISTING ----------------U x 104.46 SPOT GRADE tss• 4" - SCH. 40 To t.79' PLAN SECTION CROSS-SECTION T^ PROPERTY LINE LOT #19 .. D-Box 3 HOLE DISTRIBUTION BOX - H-10 LOADING PROPOSED CONTOUR L; •: EXIST. TEST HOLE #1 1500 al. NOT TO SCALE 9i ELEV = 99.00 Septic ank` 97---- - -97 EXISTING CONTOUR p sea ,� •�''I Design Calculations ® DEEP TEST HOLE & PERCOLATION TEST LOCATION g ms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) TEST HOLE #2 FENCE Number of Bedrooms: 2 1� DECK Garbage Grinder: Mlo ELEV a 99.00 LeachingCapacity Proposed: 330 Gal. P Y' P /Day Minimum (M;n. P��r.Title V) Septic Tank : 22 x 330 Gal./Day - 660 USE EXIST. 1500 GAL. Septic Tank. SOIL ABSORPTION ,AREA: Using percolation rate of Q min.,Anch - - PRIVATE DRINKING WATER WELL EXISTING Bottom Area: 0.',74 gal/sq. ft. x 300sq ft. _ --222.00 gallons 3 BEDROOM EXIST. GARAGE Sidewall Area: 0.'.74 gal./sq. ft. x 148 sq. ft. = 109.50 gallons REVISIONS Providing: - 331.50 gallons HOUSE Slab Fnd. Use: (2) PRECAST .500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, NO. DATE:9 t: DEFINITION aJ30 TO BE USED WITH 3.E5' OF WASHED STONE ON THE SIDES AND PROJECT BENCH MARK 4' OF WASHED STONE ON THE ENDS. TOP OF FOUNDATION , ELEV. = 100.00 (Assumed) r m I i ASPHALT ; DRIVEWAY 9 9a PROPOSED PREPARED FOR .,, SUBSURFACE SEWAGE DISPOSAL SYSTEM of rn fa6.s9 FEBO & CAT'HERINE CICCOTELLI 0 I I #30 ROSS LANE ----------------------------------------------------------------------Li------1------------- 3 0 IR 0 S S LANE M A R STO N S MILLS , M A MARSTONS N� I LLS, MA 02 648 Y PREPARED BY: _n O ,5' S 7 LANE f. 4A. C,1 RM�'N E. ASH�1 Y (40 FOOT RIGHT OF WAY) v ENVIRONML�'NTAL SL�'R VICES, INC. tia 185 ASHUMET ROAD 0 20 40 50fs� � ` S�nrrTAt��A� MASHPEE, MA 02649 TEL/FAX : 508-539-7966 SCALE: 1 "=20' SCALE: 1"=20' DRAWN BY: CES DATE: SEPT. 24, 2008 PROJECT#SD-1101 FILENAME: SD1101 PP.DWG SHEET 1 OF 1 I;