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HomeMy WebLinkAbout0399 OAKLAND ROAD - Health 399 Oakland Rd. �- Hyannis A = 271 012 e o q a 1 TOWN OF BARNSTABLE LOCATION 99 OAKCAMO ROAD SEWAGE# l ' 090 C. VILLAGE H1/Amms ASSESSOR'S MAP&PARCEL vZ7 ®l oZ INSTALLER'S NAME&PHONE NO.CAk-W`bG &4EA q-Ki5S S&i 477-?877 SEPTIC TANK CAPACITY 1150b GA LL01-iS LEACHING FACILITY.(type)(A) 5700 ei,4L 0-UMO 3S (size) Pj �X -2-S � NO.OF BEDROOMS L3 OWNER 10, yg s PERMIT DATE: 3-3( -'10L7 COMPLIANCEDATE: q'4 -A01 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility WLA Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within' 300 feet of leaching facility) NIA Feet FURNISHEDBY CAM-lR'➢nc�— &JTEp-?&% N ' O W -� ® 710 0 N � O 4a No. Fee ✓✓/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes -✓h PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZipptiLation for BispoSaY .6pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,39 9 044LAIJ> Vtl> Owner's Name A dress,and Tel.No. H l� LAVA- 40 Assessor's Map/Parcel vZ7 I 3qq ® o� Installer's Name,Address,and Te.No. 50$ 4 7 7 77 Designer's Name,Address,and Tel.No. 502-AT3-On'7 Type of Building: Dwelling No.of Bedrooms Lot Size 14,G7 5 sq.ft. Garbage Grinder( ) Other Type of Building @� �i���'�l LbCr No.of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow(min.required) 21 3® gpd Design flow provided 3`Crj n gpd Plan Date 3 I?L9 a 01 7 Number of sheets Revision Date Title ,3 St� _QA k-LAYJb lGi Ah R Ye4M& PS Size of Septic Tank ( 5OL� C;,4Lc-OkJ Type of S.A.S. (P Sao 6A44_0d,.7 Gq",t.(�r Description of Soil M=L>44 s4t )_(P0 3o a I PCA4 4 Nature of Repairs or Alterations(Answer when applicable) u561 (-Vo5Tt PC. 1, C90 Z'AWiC W a4,) O 0 ro & TD L;L) c5 620 C-4 L-w w c ri l rg�r GarN2 - � ve��IeJG 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 He lth. i ed Date Application Approved by Date Application Disapproved b Date for the following reasons Permit No. Date Issued No. Fee THE COMMONWEALTH.OF MAWACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION . TOWN.PF BARNSTABLE, MASSACHUSETTS Zipplication for Vsi p' ' -'a ° pstem Construction Vermit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 399 OAy_UWt> UTU Owner's Name Address,and Tel.No. M\441Jwji s Assessor's Map/Parcel a-7 I 6(a. Ct O 4\1A00< Installer's Name,Address,and Te.No. 509-4 77- 3%11 Designer's Name,Address and Tel.No. S0$-at73-0�77 C`AP610t1>6 �a alb Z G.�NC:.�A 1�Ex �>tJG -/573 GOAfMt 4-L S:'r- MA-944 P�Zz' �85� C K c R�Kr4�1 Type of Building: Dwelling No.of Bedrooms 3 Lot Size 14 (D?5 sq.ft. Garbage Grinder( ) Other Type of Building R,ES 1/7C5-J T t 4(., No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3? 30 gpd Design flow provided 349-4 gpd Plan Date 3-d9-a-C>l"t Number of sheets I Revision Date Title 3 q!9 DA1L(.-*V_) �h YAklfV/-S Size of Septic Tank 1 '50p C,4t_c.0&) Type of S.A.S. 6:0 500 6d44..C..0&j 4g,4,q,A Description of Soil M=I uArA s 4N1a Q 3D" / pl141\/ Nature of Repairs or Alterations(Answer when applicable) USE, 6V 1 dTl PC- (S O[D G4.Lc_0JJ St3f)TtG 'CASK. --To NaU 0-00k JD ,ce Tr OF 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. 4Sied _ n (� Date Application Approved byIf v J �, Date Application Disapproved b v Date for the following reasons Permit No. Date Issued v f t ------------------------------------------------------------------------------------------ _ 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 EgME:'«t�kW 5 at .399 K? 7Lb HY4tyzi!, has been cons cte in acco ce with the provisions of Title 5 and the for Disposal System Construction Permit No dated Installer P E W/D� �iV7��2�5� Designer G� 4:1 4C c/N�t k s ="C- #bedrooms -3 Approved design flow 33a gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ---------------------------------- �--'-------------------------------------------- --------------------------------------------------�:'-�----- No. nk/ / �/ / Fee V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstrm Construction permit Permission is hereby granted to Construct( ) Repair(X Upgrade( ) Abandon( ) System located at 3 lli` OA K�A Ajo Pb yx opt 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:Construrcta0 ust b co ted within three years of the date of this permit. Date / Approved by , r V4/V3/zVI I1 . 14 :)VbzraVabr #5410 P. 001/001 Town of Barnstable Regulatory Services Richard V. Scali, Interim Director M"MAES Public Health Division 43P ea I,,et' Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 office, 508-862-4644 Fax; 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# ;;160 090 Assessor's Map\Parcel 2'7 Z Designer: SG n i�ne"60 Inc.. ]nstaller: C.apewic�e Lnk�Qc(scS Address: Address: 15-5 Co%viry►etcCell SFrre.f Ea,t or�.,m fit/} ozSS$ f'los4►,�e��NA ozlo`1� On 3-31—aDi Cn ewicle. 6✓►1+ ea,5eS was issued a permit to install a (date) (installer) septic system at 3 1 D,,kl an d (�aQ� based on a design drawn by (address) S C E66(InWtA TO(. , dated Nardi Z9 2017 (designer) I certify that he 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 0' lateral relocation of the SAS or any vertical relocation of any component of the septic •yytem) but in accordance with State &Local Regulations. Plan revision or certified as-b ilt by designer to follow. Strip out(if required)was inspected and the soils were foundsatisfactory. I certify that the system referenced above was constructed ' e with the terms of the RA ap roval letters(if applicable) ova,P�"0F MQs cy JOHN L, CHURCHILL J�, H CI NO 180r IS i esign is ature) (Affix Des' er amp Here) P ASE RE R TO BARNSTABLE PUBLIC HEALTV 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;\Scp6c\Designer Certific tion Form Rev 8-14-13.doe Town of Barnstable P# �- '' Department of Regulatory Services A Public Health Division Date 3 3 ,r4D ^� 200 Main Street,Hyannis MA 02601 W Date Scheduled Time Fee Pd,—,t I UDa 3> 1 z r W Soil (Suitability ,Assessment fog- Sewage Disp sal Performed By: i C�2�( i"1 m"14Q I �C S H Witnessed By; �/r fit/ J LOCATION& GENERAL INFORMATION Location Address Owner's Name �4tl�Jt eCCrid �uf ICES 39 q ®�4 KcA�vb Rom• ' t+YV4ML115 Address 39 Y O6t:(�ti l) D_4 �r G ? Assessor's Map/Parcel: aAPS >t O I Engineer's Namcae �L Z NEW CONSTRUCTION RREPAIRx Telephone# 5'©8—4-7-j—?.f5Z 1 Q ,Land Use: 6p_n�3. `,A n • slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way — ft Property Line ft Other ft SIKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) see_ 4tGCLIJ V Q h Parent material(geologic) � G " Depth to Bedrock r3 a Q • Depth to Groundwater. Standing Water in Hole: •• J Weeping from Pit Fpee Estimated Seasonal High Groundwater DETE ATIQQN FOR SEASONAL HIGH WATER TABLE Method Used: t FC ervGt Z e n Depth Observed standing in obs.hole: � '� In, Depth to loll mottles., 13 In, Depth to weeping from side of obs.hole: /'2 .1 in, Groundwater Adjustment — f. Index Well# Reading Date: index Well level Adj.factor<, _ Adj.Groundwater Level„m Observation PERCOLATION TEST Date 27-47,tyme p, ' Hole# I'Q Time at 9" 1 I• Gw— Depth of Perc 1 0 Time at 6" t ` ao Start Pre-soak Time @ ' "�J G�'� Time(9"_6") �•� End Pre-soak `�' f SCAN 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:ISEPTIC\PERCFORM.DOC 0 DEEP-OBSERVATION HOLE LOG Hole# J Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsistency,%•Gravel) c�—(4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Grave DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv. O e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders. Cositn d Flood Insurance Rate Map: / Above 500 year flood boundary No_ Yes Within 500 year boundary No v+ 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? W. If not,what is the depth of naturally occurring pervious matarial? s Certification /a7 �' I certify that on 10 < (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 xperience described in�10 CMR 15.017. Signature Datb l-2 f/ 7 Q:1S.EPTIDPERCF0RM.D0C i TOWN OF BARNSTABLE EC LOCATION _,-!7!1 SEWAGE #..40a-—7<+7 `fVILLAGE ASSESSOR'S MAP & LOTN4-®"1;L-- INSTALLER'S NAME&PHONE NO.Ut Z-Te l- SEPTIC TANK CAPACITY ,S LEACHING FACILITY: (type) Lr(-- t.a(r. Cam' (size) 1/ w Se. NO. OF BEDROOMS BUILDER R OWNER 'L PERMITDATE: fob---0 3--®1 COMPLIANCE DATE: Id don / 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 fu r v �� �. �ti .� �.. �. ` �� � � Q � a � � � _ y: c�� � .- �- . 1 y No. '` �"/ Fee� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Oigogal *p!tem Construction Verrait Application for a Permit to Construct( . )Repair( )Upgrade(V)Abandon( ) 2/complete System ❑Individual Components Location Address or Lot No. � Owner's Nam�Addre�ratid Tel.No. c��//++ �/U- B Ass ssor's a cel ��� /Jr Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r�� �t'i�� Ie� / 33 Type of Building: / Dwelling No.of Bedrooms Lot Size /O P sq.ft. Garbage Grinder Other Type of Building WCZ_�'No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 0 Al gallons per day. Calculated daily flow J� Q gallons. Plan Date 0/ Number of shee s Revision Date Title c>S v��' ��5�fI ( cj /�r/� Size of Septic Tan 1 S G'Cj Type of S.A.S. e4 0 Description of Soil �/r�r��✓'` 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 bee issued by t B ar f He lth. / Sig a Date /0/060� Application Approved by ® Date Application Disapproved for the following r s s Permit No. Date Issued .. `r• _ .•.i.- .,mot- f".n, • a.. .- - ,41 -2 . / No. f Fee rTHE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes r ..PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS jpplication for Oigponl *pgtem Con!5tructiott errrYit Application for a Permit to Construct( . )Repair( )Upgrade(✓ )Abandon( ) /Complete System ❑Individual Components Location Address or Lot No. n9 / y _/ Owner's Narnee,Address and Tel No. Ass ssorAa cel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Iadcd ����ro•����r�/ Type of Building: Dwelling No.of Bedrooms R / q. g ( )�• �3 Lot Size �O �� s ft. Garbage Grinder Other Type of Building No.of Persons Showers(T ) Cafeteria( ) .Other Fixtures 7 r / Design Flow 6 gallons per day. Calculated daily flow J�G� gallons. Plan Date �1 � + Number of sheets I Revision Date Title / 4/^ Sea l I le Size of Septic Tan /S—©D r 1�z Type of S.A.S. y—/414 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 11/1-le 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 beet'issued by t,' B and f 1190th. s Sig yfe , . . Date A?IA ` llApplication Approved b ® /� Date C'7 Application Disapproved for the following r sons t PermicP >� Date Issued a r THE COMMONWEALTH OF MASSACHUSETTS 2 —'/ / ®l Z BARNSTABLE, MASSACHUSETTS Certificate of Compliance Compliance THIS IS TO CERTIFY,that thfe On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(A-1 Abandoneod )by �� /'l��/ �sr at 3 I OaeX `JGe /Gf, �/ ylr/J/'/S has been constructed in,accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 100)- -7 tl"7 dated r� j,'1 P P Y Installer Designer The issuance of this permit shall not be construed as a guarantee that the systei,�w,ill,fu/n�ction as deigned. Date I a 13 I? Inspector No � _ 7 Fee k THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS -Migogar *pgtem Con.5truction Vermit I Permission is hereby granted to Construct,( )Repair(/ )Upgrade(✓)Abandon( ) System located at 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:Constructio, must 4 completed within three years of the date of this ermit. Date: ��� 1� Approved by Jul -13-01 12 : 24 BARNSTABLE HEALTH OEPT 5087906304• P ._01 u 5/25/0 t NOTICE:. This Form-Is To Be Used For the Repair Of Failed Septic Systems Only., PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, 7"�f�aDaeE 4. inI , hereby certify that the engineered plan signed by me dated q/Sw/ , concerning the property located at meets all of the following criteria: « This failed system is connected to'a residential dwelling only. There are no commercial or business uses associated with the dwelling. •> The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present. « There is no increase in flow and/or change in use proposed. • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen (14) feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation (using GIS information) B) G.W. Elevation 30 +adjustment for high G.W. s'.lo -3S• DIFFERENCE BETWEEN A and B •fir '�' SIGNED : I S. S.E• DATE: 111141 1a NOTICE Based upon the above information. a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic.system plans. y:health folder:pereexmp Ai ' Department of Health,Safety,and Environniental Sertiices r of,tt�r Public Health Division Date i Ty o� 367 Main Street,I lyannis Mil 02601 " M TMOTATI y DU98. $°rinrA Date Scliedu'led ' ` hijne Fee Soil Suitability Assessrtterft for Sewage Disparsa1 Performed By: Witnessed By: _ Location Address Owner's Name 3 q 9 DAK� NN�j �oA� .SyE,e�ejF C Ayoo� Address vifxx, Assessor's Map/Parcel: �7//4/.Z / Engineer's Name NEW CONSTRUCTION REPAIR t/ Telephone 11 v1"b8 • t. Land Use O4lll)##—V Slopes("/") S" Surface Stones A Distances from: Open Water Body R Possible Wet Area R Drinking Water Well / R 1 Drainage Way / R Properly Line R other R SKETCH: (Street name,dimensions of lot,exact locations of test lioles&pert tests,locale wetlands in proximity to holes) �f 97.4 t / x eaa 68.4/ i. 7h/ 4e7.4 .a f t f r r OAS i 975 r Aea, ems` e r i r 4 r za Q' r t r .. 4 r z � r ee.i `t Q r r x sda�' �7.2 Q i I taco Q r I r • -- -;�_ t � / it r r r ise.7 Parent material(geologic) 0(,aVASft Depth to Bedrock Depth to Groundwater. Standing Water in hole: _Z�f Weeping from Pit face E tim aled Seasonal High Groundwater ,.1f., t^ t ;�;..:.::::�i':;:::;:.. .iL ..z�)l.f� .i �utj 7.F'il hJ �..�.:1.J; :. . '�.�q✓I .-._I ( .✓.'. i�,. -.� ..... itileltiod UseJ: BgGkflbE .- :;' ;:_ ,.__ Depth Gbserved standing in obs.hole: — / _ in. Dcpdi to soil mottles: Depth to weeping from side of bs.hole _ B___—in. Ground,­atcr Adjustment Index Well ll�1llr�aaDRaadine Da[e:a .L index.F>':!i ic, i Adj:factors Adj.GtoundAvmcr Lcvcl 257 Z --- — Observation Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ O:4 O: Time(9"-G') _ End Pre-soak 7:S3 Rate Min./Inch 4 /Z Site Suitability Assessment: Site Passed t/ . Site failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant l�.A;+A'r � WJ�SE.IZVi-?. iON 1ZC). .,li-X OG lAt)A�ii` Depth frdm Soil Horizon soil'rexture Soil Color Soil Other Surface(tn.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. Crv,aistcncy.%Gravcll m SAKE /o 4 3/ Z- N o 12ooTS a 1 Y4 to 6 24- 59 C 1j16D E- IO P DEEP OBSEA IWIN I !dLE UdG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other ; Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. onsistencv. Gravel) UM t >: Depth from Soil Horizon Soil Tr tire Soil Color Soil Other xtu Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. Consistcom% rav DEEr OJ SE VAT ON HOU LOG` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. Cowk %Gravel) Flood Insurance Rate Map Above 50Q year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No—,Z 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? !KE:5 - If not,what is the depth of naturally occurring pervious►naterial? i Certification I certify that on assed the soil evaluator examination approved by the // 3 9 3_(date)I have p Department of Envfronrnental Protection and that the above analysis was performed by me consistent with the required trainin ,expertise and experience described in 310 CMR 15.017. b a Signature /9 ap�. s Dale � Jr TOWN OF BARNSTABLE I`c LOCATION SEWAGE # ?- - 4 �t VILLAGE N(-C— ASSESSOR'S MAP & LOT-40"-e(ol, INSTALLER'S NAME&PHONE N0. ���rz�r'cT? SEPTIC TANK CAPACITY 1,S—e-0 -6.4- "CAP r , LEACHING FACILITY: (type) _tom(--W +4- 1 nt t: (size)-36 L JLII &0 Se t®'llb NO. OF BEDROOMS ®3 BUILDER R OWNER PERMIT DATE: iOL-4t3-0 COMPLIANCE DATE: he. / 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 -!gi✓�.„nc - � d �fl ya S+grP� 3G' YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONL'' REGISTERS THE BUSINESS NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) You must first obtain the necessary. signatures on this form at 200 Main'St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law.-- Fill in please: Date: APPLICANT'S NAME: 1-41. YOUR HOME ADDRESS: ,.r ,fin.. ,S �`; cQ �(6- r G BUSINESS TELEPHONE # - HOAAE TELELPHONE #: NAME OF CORPORATION: FID.# NAME OF NEW BUSINESS J L\N TYPE OF BUSINESS J IS'THIS A HOME OCCUPATION? E NO` ADDRESS OF BUSINESS J' MAP/PARCEL NUMBER Z ,' (Assessing) When starting a new business there are several things you must do to be in compliance with the rules and regulations of the Town of Barnstag14. This form is to assist you in obtaining the information you may need. You MUST GO T (corner of Yarmouth Rd. & Ilin Street) to;,make sure you have the appropriate permits and licenses required to legally opera a your business in town. 1. °,'°OUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. 1 F Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual as en inf rmed of the permit requirements that pertain to this type of business. Authorized Signature** MUST COMPLY WITH ALL COMMENTS:. ` HAZARDOUS MATERIALS REGULATIONS 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. i Authorized Signature** COMMENTS: TOWN OF BARNSTABLE Dater TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: (?k' ,P* VLSI N-k`\N & . BUSINESS LOCATION: �j�`G Rk`��-A�,_� R� INVENTORY MAILING ADDRESS: ;��1 ���� _ TOTAL AMOUNT: TELEPHONE NUMBER: CONTACT PERSON: P✓�• E EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? e No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW 1.5KUSED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) II Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature A Staff's Initials T.O.F. EL.= 60.9f FINISH GRADE OVER D-BOX = 59.4'f FINISH GRADE OVER CHAMBERS = 592 - 59.4' GENERAL NOTES PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISH GRADE OUTLET TO WITHIN 6" OF F.G. MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21 2" OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 60.0 t F.G. OVER TANK EL. = 59.$ t r5" DIA. OUTLET(S) ) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9" MIN. TOP OF SAS = 56.43' CHAMBERS WITH - ----E.rXISTiNG Y „ 9 MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPIT. SCH. 40 PVC 36 MAX. 55.60' 36"MAX. BREAKOUT EL= 56.10' INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED. I f SEWER PIPE FINISHED GRADE 6�3" 3" DROP MAX ' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN L=60 t PROVIDE WATERTIGHT ELEVATION = 56.10' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 31 9 MIN.SLOPE 0 1% o 4" PVC IN FROM JOINTS (TYP.) � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 13 14„ W SEPTIC TANK 4" PVC OUT TO 0 0 � 0 0 o o � � O p *56 7�f THE LINER IS N07 LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE - - i LEACHING FACILITY po 00 p 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN po 0 0 0 0 0 0 0 0 INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL OUTLET TEE 55.92' �M� 6 55.75� pp 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48' VERIFY CONDITION OF \ 2 0 0 o 0 op 0 0 p� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE ( °0 p o op FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY po 0 o p p NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 5 8.5' (TYP) - 4.0' 4.0' 4.83' 4.0 AND DESIGN ENGINEER. ' OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 60.00, ! TO BE INSTALLED ON A LEVEL STABLE 25.0' A (TYP.) ESTABLISHED ON THE CORNER OF BULKHEAD AS SHOWN ON PLAN, BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV= < 48.50' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EPIPES TO BE LAID LEVEL. Zr3.60 12.83' 5' MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1,500 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW 2 - 500 GALLON CHAIVibi-R -f tri vMtsr`r� � � v Itwv 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING SEPT'`' INK PROFILE DIS� I�i� .,! i �/� t..I�TAIL i TYPICAL CHAMBER PROFIL ( ri_fAP ��" �"`�"' �''�TAILS TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK& rll NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE 1 NOT TO SCALE _ _ ��ST PIT 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING j t_JATA' • t_J REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SWING-TIES PERC NO.i + • . • t ' . /;, \ _� 15307 APPROPRIATE AUTHORITY. / �'. •••• �: •• �n °? ' ` INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED DESCRIPTION HC SC MAP 271 / '••. 'ljtf �! �,° :' UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR : EVALUATOR: Michael Pimentel, E.I.T. LOT 13 A • - TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. CORNER OF STONE (1) 47.0' 13.7' /� # ` , ` � `, C.S.E. APPROVAL DATE: Oct. 1999 ° 3q�20 W « , • , t� /1 . DATE: March 27, 2017 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. I CORNER OF STONE (2) 54.2 25.9 S78 • . !f • 120 58 / ' //�. dll ' 1 n $ ,^ C TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE '000,00000RNER OF STONE (3) 38.7' 31.6' 6 •"� /I Qll MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. �` ELEV TOP= 59.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, CORNER OF STONE(4) 27.6' 22.T / `+ • f - �' �� ELEV WATER = <48.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). It s !!fi� ,fp 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN e ``,� �1 , �7/ • , #lyrr �• PERC RATE = SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. i._ +! ' )� ! 11 ' • F '~, I DEPTH OF PERC = 16. PROPOSED PROJECT IS LOCATED WITHIN: • `. �; ' t ` : ; .5; t+ TEXTURAL CLASS: 1 ASSESSORS MAP 271 LOT 12 • : • , s , LOCUS �: . OWNER OF RECORD: LAUDICELIO C. GUEDES �. • • 59.50' AS---__ �. ,�°. }'"� A/E Loamy Sand ADDRESS: 399 OAKLAND ROAD / GqS GAS / g,. _�~ ';', 4„ 59.17' HYANNIS MA 02601 vQ Gq / • "r rt Loamy Sand FEMA FLOOD ZONE X S`� • � = D • It. jf B • • 10Yr 5/8 COMMUNITY PANEL# 25001CO562J r 17. DEED REFERENCE: BOOK 14703, PAGE 214 3 f .. r' �- „ 57.00' 30 18. PLAN REFERENCE: PLAN BOOK 206, PAGE 57 �j '' EXISTING ,II 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. to s �� - EXISTING 11' x 36' LEACHING FIELL DISTRIBUTION �� BIT. DRIVEWAY y! �` `y ,a 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY (LOCATION PEF? ASBUILT ON FILE WITIf --- BOX TO BE � � I .� � £ � , 1 , � �• FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY THE BARN TABLE BOARD t OF HFAI �" -- ABANDONED �/ h h t � + •,' �• �� '�~`" ^, �¢ Medium Sand FOR USES OF THIS PLAN OTHER ThAN ITS INTENDED PURPOSE. 0 00 ��"`�•`� �b� ,y ¢ C 2.5Y 6/6 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A N LU / •' • . •� A § 3 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A a 0� w AppRQX`wArER I REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. MAP 271 6 / LOCAT/��'�-�wN � / i 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL LOT 169 O j a #399 N LOCUS PLAN REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. z ' CONC. EXISTING / h w_ • i= / PAD 3-BEDROOM of O SCALE: 1"= 1000' 132" ,l / I Q >. 48.50 „ DWELLING Z W No Mottling, Standing or Weeping Observed l L. FFE = 61.9'± J DESIGN DATA " ' 1 H1 ) I')A I'A LEGEND EXISTING 1;500 GALLON SEPTIC ' f PERC NO. 15307 24" OAK TANK TO BE USED EXISTING SPOT GRADE IN THIS DESIGN i NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR: David W. Stanton, R.S. ' ! - - EVALUATOR: Michael Pimentel, E.I.T. � - 50 - - - EXISTING CONTOUR W DESIGN FLOW 110 GAL/DAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 1999 x59.3 BH s� � TOTAL DESIGN FLOW 330 GAUDAY DATE: r 50 PROPOSED CONTOUR March 27, 2017 � LL DESIGN FLOW x 200 % = 660i GAL/DAY 50 PROPOSED SPOT GRADE x59.2 J � a TEST PIT#: 2 `` / 0 USE EXISTING 1,500 GALLON SEPTIC TANK ELEV TOP = 59.50' I 0AS EXISTING GAS LINE HC / co ELEV WATER <48.50' EXISTING OVERHEAD UTILITIES Benchmark PERC RATE _ < 2 MIN/IN SHED Corner of BH __- INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE W W- EXISTING WATER LINE Elev. =60.00' 1 DEPTH OF PERC = 30"-48" _ SC Approx. M.S.L. t%,ry;..; 1 ' SIDEWALL CAPACITY TEXTURAL CLASS: 1 % TEST PIT LOCATION MAP 271 j (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PROPOSED �1. LOT 12 n i (25.0' + 12.83') (2 ) ( 2' ) ( 0.74 GPD/S.F.) = 112.0 GAL/DAY EXISTING 1,500 GALLON SEPTIC TANK DISTRIBUTION 14,675±S.F. 0" 50' „ x59.3 BOX x59.4 _ 59 PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE o BOTTOM CAPACITY ,q/E PROPOSED 2-500 GALLON P 12" PINE __ Loam Sand 8" OAK LENGTH x WIDTH) (0.74 GPD/S.F. GAL/DAY 4 ❑ PROPOSED DISTRIBUTION BOX 12" OAK / ( ) _ „ 59.17' LEACHING CHAMBERS WITH 1g 8"OAK 8" OAK 1 = 237.4 GAUDAY AGGREGATE - 2 (TO BE REMOVED) (4) / __ - - (25.0'x 12.83') (0.74 GPD/S.F.) _ .Pl Loamy Sand 12" PINE w B 10Yr 5/8 PROPOSED 500 GALLON LEACHING CHAMBER G" PROPOSED A_ TOTALS: INSPECTION 10" OAK co ' / TOTAL NUMBER OF CHAMBERS 2 30" 57.00' PORT Q Q (14 TP2 x59.6 c' ' h°j ;� TOTAL LEACHING AREA 472.2 SQ.FT. REV. DATE BY APP'D. DESCRIPTION MAP 271 / TOTAL LEACHING CAPACITY 349.4 GAL./DAY 55.50' PROPOSED SEPTIC SYSTEM UPGRADE I � 5s 5' / � LOT 8-2 (2) 25.0' 6' OAK E / ►A1i1 t (3) TP1 „ ,, L1N PREPARED FOR: �RE� / Medium Sand �p` CAPEWIDE ENTERPRISES I 10" PINE % ` c '`; / 2.5Y 6/6 ,pN�� `;\C / 10" PINE 59x5 'sr�'<< / C a RCHItI JR C CHu 1L I / x59.7 '"� / �C 41 T , �C LOCATED AT 399 OAKLAN D ROAD v HYANNIS, MA 02601 NOTES: , 2p��N SCALE: 1 INCH = 10 FT. DATE: MARCH 29, 2017 3q 132" 48.50' /, 0 5 10 20 40 FEET 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC No Mottling, Standing or Weeping Observed SYSTEM COMPONENT. - MAP 271 PREPARED BY: MEENNOW 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. LOT 11 LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. 2854 CRANBERRY HIGHWAY REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 3.} PROPERTY IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY DISTRICT. SCALE: 1" = 10' Drawn By: SJI Designed By:SJI Checked By: JLC JOB No.3763 'TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR — SOIL TEST �;�29 COI 100.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST — ELEV. _ ` CLk aN ')AND SOIL TEST DONE BY AS CONCRETE WITNESSED BY COVERS \ LUAM AND `ALL 98.3 a" SCHEDULE ao PVC PINE OBSERVATION HOLE 1 ELEV.=�___ MIN. PITCH 1/8" PER FT ` 1 1 21. LAi[ tII PERCOLATION RATE _ < 2 - MIN./INCH AT 69 INCHES �— DEPTH HORIZ TEXTURE COLOR MOTT. OTHER \ WASHED SIUNE 1 - -MAX \ MIN NOTTREQUIRED 0 10� A LOAMY SAND 'OYR 3/2 NO ROOTS t 4" CAST IRON PIPE _. {{ (OR EQUAL) MINIMUM PITCH 1/4" PER FT I � K 1 CU FT. OF 2E�I B LOAMY S-uND IIOYR 6/6 I ROCKS/COB&.F CONCRETE — FLOW LINE ( _1 �_� Q, ANCHOR 26--120 �l c MED/COARSE IOYR 8/8 ELE _ ---- 10" ___- SAND -- � MIN ^;/.1. ,O» ° ° ° / L ELEV. r 76' LEVEL ° _ ° 10' °ELEv. = J GAS ELEV. _ _�� ' SUMP ELEV _ ------ BAFFLE - ELEV! BAFFLE DISTRIBUTION ELEV. _ �I LIQUID OUTLET z" HIGH CAPACITY INFILTRATORS WITH DEPTH TEE (TO BE PLACED ON FIRM BASE) BOX ------ STONE IN AN r Zz 4 FEET 14 INCHES TO BE 'WATER TESTED 5 FEET 19 INCHES IF MORE THAN ONE OUTLET c " TRENCH FORMATION 6 FEET 24 INCHES 1500 GALLON p— �, 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SAIL ABSORPTION WELL N/A _ NO WATER ENCOUNTERED AT 120_ ELEV. _ _ 88_3- 8 FEET 34 INCHES SEPTIC TANK i ZONE_ 3/4" TO 1 1/2" CLEAN A s) ! NDEX SYSTEM DOUBLE WASHED STONE (SAS) ADJUST FREE OF FINES & SILT j DESIGN CALCULATIONS USGS PROBABLE WATER TABLE ELEV. _ __ NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. _ GARBAGE DISPOSAL UNIT NOT TO SCALE BOTTOM OF TEST HOLE ELEV = _ �- -.___ TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY X OR.) ----- GAL./DAY REQUIRED SEPTIC TANK CAPACITY GAL, ACTUAL SIZE OF SEPTIC TANK _ GAL. SOIL CLASSIFICATION _ I__ DESIGN PERCOLATION RATE < _`_— MIN./IN. EFFLUENT LOADING RATE __Q2_4 GAL./DAY/S.F. LEACHING AREA SQ. FT. x LEACHING CAPACITY (AREA X RATE) GAL./DAY ZNOFy RESERVE LEACHING CAPACITY GAL./DAY y T A NOTES: g 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. x I UNO. TITLE 5 AND THE TOWN OF F RNSTAOLF. --- RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ISj�l� 2- ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO '�krraR%pp WITHIN FINISHED 3. ALLCOMPONENTSOFD GRADE.THE SANITARY SYSTEM SHALL BE CAPABLE OF / WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE / USED UNDER R WITHIN 10 F Q LEGEND: 4. ANY M SONAR UNITS USEDTOBR BRING POVEERSTOKGRADE SHALL a / BE MORTARED IN PLACE. EXISTING SPOT ELEVATION 0010 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH / EXISTING CONTOUR ----00---- DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO FINt',L SPOT ELEVATION Ou"AiN GL;C,-I vETERM;'aATION I-ROl,4 APPRQPPI.ATE A'1T!+ORITY. GAS / FINAL CONTOUR 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR r SOIL TEST LOCATION IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS / UTILITY POLE -o- PRIOR TO COMMENCING WORK ON SITE. -- N — Gq TOWN WATER —W�W u S / / � 7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS \ / CATCH BASIN V®7 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION 8 6q v I Gq GAS LINE G IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER v RA - / CLEAN OUT C.O. IMMEDIATELY. -T__ / CESSPOOL C.P. O 8. PARCEL IS IN FLOOD ZONE c___ a ag.0 x / 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL o OF TANYA BR / x . MI6NEMxT APPROVED:i a.ti x 98.9 , �. BOARD OF HEALTH BG 00.C —_. 9R / ! DATE AGENT / PROPOSED SEPTIC Drao ESIGN FOR �,E.rl ` SHERRIE CAHOON X -- -_ -� � ; � / I ` �.--- PROD: 399 OAKLAND ROAD / HYANNIS `I �+r TADCO ENVIRONMENTAL CONSULTANTS 26 COMPASS LANE, DENNIS, MA 02638 / x (508) 385-2425 / DATE O) 5 SCALE 1 " _ 20' I � / REVISED JOB N0. 2 4 n I . LOCATION MAP REVISED SHEET 1 OF 1 0 T.A. DU AS