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HomeMy WebLinkAbout0010 HILLSIDE DRIVE - Health 10_H -LLSI-DE DR. CENTERVILLE A = Slll�� �•*`£crc� ' UPC 12534 0.2.1 L R HASTINGS,UN �1 YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1st FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and 200.Main Street Offices at the Licensing counter. DATE: 6 p ui Fill in please: APPLICANT'S YOUR NAME: I el clod 0. J'o h1 S o BUSINESS YOUR HOME ADDRES %l si dc 86 �4`Z,77 e er a � MA oa TELEPHONE # Home Telephone Number: C,5 OS NAME OF NEW BUSINESS 8- r � t' — is TYPE OF BUSINESS E- roi cc r IS THIS A HOME OCCUPATION? YES NO_ Have you been given approval from the building division? YES NO �a ADDRESS OF BUSINESS I %l i�d 0, e-�V� MAP/PARCEL NUMBER 3 When starting a new business there are several things you must do in order to be in compliance with the rules and regulati ns of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that,pertain to this type of business. Authorized Signature"* COMMENTS: 2. BOARD OF HEALTH This individual has bw infornlod of the permit requirements that pertain to this type of business. Authorized na ureP'* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature"* COMMENTS: 939 main street rt 6a tel.(508)362-4541fax(508)362-9880 armouth Y Port mass 02675 qOWO Cope enfifteefh7g civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court May 5, 1999 Daniel A.Ojala,P.L.S. surveys .i Thomas McKean,RS site planning Barnstable Health Department 367 Main Street Hyannis,MA 02601 sewage system designs Re: Parcel 20,Hillside Drive,Centerville inspections Dear Tom: A Board of Health variance hearing was held on March 23, 1999 for the permits above-referenced lot. The variance request was for a 2 bedroom dwelling on a 10,288 s.f. lot under Barnstable's"330 Regulation". It is my understanding that the Board requested that the house plans be revised to show a true 2 bedroom layout. The enclosed plan represents a ranch with 2 bedrooms. We are hoping that this house plan can be included as the plan of record under the variance approval. J Thank you. Very truly yours, t Sarah B. Ojala Down Cape Engineering,Inc. cc: Guy Coletti } Y 1 I t R o 0 W 4 Z � THETO�o TOWN OF BARNSTABLE OFFICE OF = BAHd"O- c BOARD OF HEALTH � MAB B, p� Apo, N39. \�0 367 MAIN STREET HYANNIS, MASS. 02601 March 26, 1999 Guy Colletti Box 578 Centerville, MA 02632 RE: Parcel 20, Hillside Drive, Centerville A=193-020 Dear Mr. Colletti: You are granted permission to construct a two bedroom dwelling at parcel 20 Hillside Drive, Centerville. This permission is granted with the following conditions: (1) No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts, and similar-type rooms are considered"bedrooms"according to the MA Department of Environmental Protection. (2) The applicant shall submit revised floor plans showing a maximum of two (2) bedrooms to the Health Agent for his review prior to obtaining a disposal works construction permit. (3) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds in regards to the maximum number of bedrooms allowed at this site(two) prior to obtaining a disposal works construction permit. This permission was granted because it is the Board's policy to allow the construction of two bedroom dwellings on lots of this size. Also,the septic system will be constructed in accordance with the State Environmental Code, Title V and all of the Board of Health Regulations. It is the opinion of the Board that the construction of one additional septic system connected to a two bedroom dwelling, should not significantly alter the quality of the groundwater in this area. Sincerely yours, Susan G. Ra k, .S. Chairperson Board of Health Town of Barnstable col letti . S WN OF PARNSTAB,L G LOCATION VILLAGE AS SE $ )I� QT S � ' INSTALLER'S NAME A PHONE NO r �MCA SEPTIC TANK:.CAPAC= 5 NM t LEACHAVG FACILITY (typej:.��FZe� t �,-to2G NO.OF..BEDROOMS x B'sFJEDER OR OWNER,., t PERK T DATE: r�" ` T `� CONPLIANCE DehT ' Separation Distance Between�ehe: Naximium Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leachiiig'Facility (If any wells;e d f n} on site or within.200 feet of leaching facility) ' ` '� Feet Edge of Wetland and Leaching Facility(:f any wetlands exist 'Within 300 feet of leaching failiys� + y get Furnished by ; AGw . e- • ,. y98 s-�„ 6�� 4 6F tNc a //���__No? �i � it .._ d L/I:l ,_ Fee PP�� .- Z�� THE COMMON EALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MA S CHUSETTS 0(ppYication for )Di�pogaf *pgtem Cow5tructi ' Permit Application for a Permit to Construct )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �(� Iv e! Owner's Name,Address and T 1.No. ��`�C-7 Assessor's Map/Parcel P g 3eo _ " j� �Vun X�6w Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.Nobou tt—'-Y' - yae v►td w Type of Building: 10 k Dwelling No.of Bedrooms Lot Size I O sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ® gallons per day. Calculated daily flow o-2-2 gallons. Plan Date I Nuaiber of sheets Revision Date P V r Title I Of- UP-tl 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 a ure t e cons uc ' n a maintenance of the afore described on-site sewage disposal system in accordance with the provision of Titee of a nvir mental Co e d not to place the system in operation until a Certifi- cate of Compliance has been is ed by t B of alth. -F Im X GGt,V i`C/L s Signed Ct to�� /l Application Approved Date Application Disapproved for the follo ng reasons Permit No. Date Issued ,",t WN OF PARNSTA$L �� G LOCATION 0 VILLAGE G-eUlfi°/Zl//'�1�` ASSE 0S� '" N4,i LOT r INSTALLER'S NAME do PHONE NO/TCO�� �Z!�";f �-A4.. 0 �i SEPTIC TANK.CAPACITY I SOn�4� (+" f P LEACHING FACILITY:,(type),I-f ffec) (size) NO.OF BEDROOMS ' BUILDER OR OWNER rbjC &l PERMTTDATE: �l J - y COMPLIANCE DA'I � Separation Distance Between the: Maximum.Adjusted Groundwater Table to the Bottom of Leaching.Faqirl+ � t r. Private Water Supply Well and Leaching Facility (Ifany wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(:f any wetlands exist within 300 feet of leaching facility) eet Flarnished by No. � � � ., C�.d.� � Fee T T Entered in computer: THE COMMON bEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BA+6NSTABLE} MA S CHUSETTS ZippYication for"Mizpozal .potem Congtructi vermit Application for a Permit to Construct )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. O H to srp e/vA& Owner's Name,Address and T�1.No. Assessor's Map/Parcel �'" i j � � l53 p 671 o74 y Installer's Name,Address,'and Tel.No. Designer's Name,Address and Tel.No.tvo ed(X" i2« Sf' we(A 6 Z r IfS V-/ Type of Building: c Dwelling No.of Bedrooms Lot Size /_ le " sq. ft. Garbage Grinder( ) ! Other Type of Building No. of Persons Showers( ) Cafeteria( ) t Other Fixtures _Design Flow at gallons per day. Calculated daily flow .2 gallons. 1 Plan Date :3 /7qj Number of sheets I Revision Date jo Ze Title ) 5eZt V 0 /�.E�i I V` Size of Septic Tank ��al 'f)D Type of S.A.S. ea of Soil ,ems Nature of Repairs dr Alterations(Answer when applicable) 5 ' f Y Date last inspected: `F Agreement:'`s r The undersigned agrees to a ure t e cons uc n a d maintenance of the afore described on-site sewage disposal system in accordance with the provisio of Tite of e nvirdnmental Co e d not to place the system in operation until a Certifi- cate of Compliance has been is ued by t B of ealth. 1 Signed __ -- rrti Ci • � t ,c.&Date L 7 12 9 g Application Approved / if f J Dates r Application Disapproved for the following reasons Ili t Permit No. Date Issued � -- -----------------------------�---=-- THE COMMONWEALTH OF MASSACHUSETTS 4�EIf TABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER FY,that t On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( b 10 J at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. � s �5, dated ^' R Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date - Inspector Q _ A el: / ice No. t ------------------------Fee - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi.5pozal *T.5tem Construction Vermit Permission is hereby granted to Cy n,.� ct ;Repair( )Up rade( )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:Construction must be completed within three years of the date of this, ermi ....,: Date: .. �� Approved by "r .� i EXHIBIT A /�ni c Tad TOWN OF BARNSTABLE i _ { � R��� � OFFICE OF BOARD OF HEALTH 367 MAIN STREET HYANNIS, MASS.02601 March 26, 1999 Ciuy Colletti Box 578 Centerville, MA 02632 RE: Parcel 20, Hillside Drive,Centerville A-193-020 Dear Mr. Colletti: You are. granted permission to construct a two bedroont dwelling at parcel 20 Hillside Drive, Centerville. This permission is granted with the following conditions: (1) No more than,two(2)bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts,and similar-type rooms are considered"bedrooms"according to the MA Department of Environmental Protection. (2) Tile applicant shall submit revised floor plans showing a maximum of two(2) bedrooms to the Health Agent for his review prior to Obtaining a disposal works construction permit. (3) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds in regards to the maximum number of bedrooms allowed at this site(two) prior to obtaining a disposal works construction permit. This permission was granted because it is the Board's policy to allow the construction of two bedroom dwellings on lots of this size. Also,the septic systern will be constructed in accordance with the State Environmental Code, Title V and al I of the Board of Health Regulations. It is the opinion of the Board that the construction of one additional septic system connected to a two bedroom dwelling, should not significantly alter the quality of the groundwater in this area. Sincerely yours, Susan 0. Ra S, Chairperson Board of Health Town of Barnstable colteltl BARNSTABLE REGISTRY OF DEEDS �FJ.4 .39j _ .55 :may l�©Go52 i�r15C�r' 8, FORD cis t C� l 06- I S- I-lea99 e 09 = 1 0 Board of HealthDeed Relffigtion The undersigned CT y Coletti,being a Trustee of Watezview Realty Trust.under a Declaration of Trust dated July 17, 1998,recorded at the Barnstable Registry of Deeds in Book 11567,Page:33 hereby agrees to a restriction which shall run with the Trust property,which property is described in a Deed to the Trost dated August 13, 1998, recorded in the Barnstable Registry of Deeds at Book 11632,Page 295,which reWiction limits the number of bedrooms in any house to be COW=cted on the premises to a mWmum of two. A copy of the Board of Health decision contairing the restriction dated March 26, 1999 is attached hereto as Exhibit A. tress mar hand nd sea. this day of ,�y999. GUY ETTI,TRUSTEE OF WAS' VIEW REALTY TRUST COMMONWEALTH OF MASSACHUSETTS Barnstable,SS. Then personally appeared the above named Guy Coletti and acknowledged the foregoing instrument to be his free act and deed as tnutee,before me. -No ary P "jis My C=Mission Expires: W - �i�i i l��o�;�/j'`✓mow �� i } 11 i o" Z'o� "-� t91-4-t'-- --- 1 b,n to �, 0 1 I I i L ht A 0 - 1 I `` _�I -4 � tvi —f _CA _�- I —_ to ui 40 i i i � N �PD m L CIA J -4 3 I rrov 1 � � v�n �" ta�S f or aI� i oil ioa1 A�fa�r I 1 �,�►! i f 7. Z•2:.v" I �'-get t 1 ! APPROVED 6Y DRAWN BY _, .. DATE �� a REVISED f / FiL 5 F DRAWING NUMBER T.O.F. AT EL. 47.0' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN GRADE INOT TO SCALE) ^ ACCESS COVER (WATERTIGHT) TO ENGINEER: `' A. OJALA, SE 45.63' MINIMUM 75' OF COVER OVER PRECAST 6jn1IT11N 6" OF FIN. GRADE JERRY DUNNING ?% SLOPE REQUIRED OVER SYSTEM WITNESS: I ,- 3/24/98 i j RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE DATE: - 2 MIN INCH I FOR FIRST ?' PROPOSED 1 500 /� + MAk PERC. RATE - i GALLON SEPTIC 43.72 !� 43.47' I TANK (H- 10 ) GAS ` - 43. '8' CLASS -- _ `-OILS p# 9121 BAFFLE 43.3 `0' - - -; 43. 18' ', 7, SLOPE) �I," CRUSHED STONE OR MECHANICAL COMPACTION (15.221 [Z]) (1 8J — � 4/2.35' ELEV. DEPTH OF FLOW = 4 ( 1 % SLOPE} ( 1 % SLOPE) � 0 - 43. 15' U 43.75' TEE SIZES. 3/4" TO 1 1/2" DOUBLE WASHED - I INLET DEPTH = 10" FILL OUTLET DEPTH = 14 SILL LOCATION MAP SCALE 1" FOUNDATION-- 10' SEPTIC TANK — 10' - — D' BOX 2' LEACHING B 20" ASSESSORS MAP 193 PARCEL 20 FACILITI' LS B ZONING DISTRICT: RD- 1 7.5YR 5/6 LS YARD SETBACKS: ADJ. WATER: 37.35' 36" - 40. 15' 38„ 7.5YR 5/6 40.58' FRONT = 30' SIDE = 10, REAR = 10' � C PLAN REF. - 143/133 WELL: AIW 47 MED/COS FLOOD ZONE: C ZONE: C 79.2" �7 obs. water 36.55' I MED/COS � ADJ: 0.8' l 0YR 7/4 86.4"� obs. water 36.55' o� LOT 2 1 OYR 7/4 39 -- 10% GR. 10 a GR. PAVED SWALE / 33. 1 5' 120" 1 — 3.3.75' NOTEc �4 � � BUY O ( W ;' ,� /CE- E APPROXIMATED FROM HYANNIS QUAD / 'SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1 . DATUM IS a JIF IGN FLOW _2_ BEDROOMS ( 1 10 GPD) ?20 GPD 2. "AL!PJICIPAI b:',^TER IS AVAILABL F _ � ' JSE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. ,' / T 1 G UTILITY �4reo = 88 sq ft COMP ED / POLE ;EPTIC TAM<.: 220 GPD ( ' ) = 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 _ / w 42 — - \ / - `. PIPE JOINTS TO BE MADE WATERTIGHT. i a FRCP /; " USE A _1 500_ GALLON SEPTIC.; TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. DWEI- 'N� / l_EACNIN - ENVIRONMENTAL CODE TITLE V. _ 2(25 + 10) .83 (.74) 47 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TC) BE TN(I Top FNDN _ 45�' 1 / SIDES: 25 x 10 (.74) = 185 USED FOR LOT LINE STAKING. BOTTOM: 8. PIPE FOR C SEPTIC SYSTEM TO SCH. 40-4" PVC. .` i `r0 TOTAL. 308 S.F. 227 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT t E I / , ®�J USE 4 HIGH CAPACITY INFILTRATORS WITH 3.5 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. o�0 _ STONE AT SIDES, NONE AT ENDS S. 32' ,�P TH2 I p V �° v _ LEGEND S17F AND SEWAGE PLAN _ 5' REMOVAL OF UNSUITABLE SOIL \ a a•/ BOO 100.0 PROPOSED 'SPOT ELEVATION OF REQUIRED AROUND LEACH FACILITY DOWN \ fib 5 I^ �, H 1 L L J I DE DRIVE TO MED/COARSE SAND LAYER. REPLACE WITH CLEAN MED SAND 100x0 EXISTING SPOT ELEVATION W BENCHMAR IN THE TOWN OF: '--. p• O� k�� HYDRANT __ O I I [� - 4 Ns71 —�00 TAG BOLT PROPOSED CONTOUR O C E i� E R V I L L E\J [�A R N TA B L E LE ELE 5 88 100 --- EXISTING CONTOUR PREPARED FOR: GU� COLETTI 20 0 20 40 60 Feet NOTE: CATCH BASINS DO NOT INTERCEPT GROUNDWATER OR DISCHARGE INTO SURFACE WATER BOARD OF HEALTH PERMISSION REQUIRED FROM TOWN OF BARNSTABLE SUPPLIES __ _ FEBRUARY 17, 1999 REGULATION PART VIII, SECTION 8.00: TO ALLOW A APPROVED DATE MA SCALE. 1 = 20' GATE: 2 BEDROOM DWELLING IN A GP DISTRICT ON A PROP. LEACH FACILITY GREATER THAN 300'TO WEOUAOUET LAKE JUNE 29, 1999 (HSE SAS 10,000t SQUARE FOOT LOT / ) off 508-362-4541 FOOTINGS REQUIRED TO BE ON NON-FROST fa, 508 362-9880 SUSCEPTIBLE SUITABLE SOILS WITH REOUIREG COVER. DIRECT ALL WATER AWAY FROM l`N Of M,q nNo. EP f t FOUNDATION. down cape engineering, Inc. �� ARNE 'H'CIVIL' EN-C;INEERS ospa a30 LAND SURVEYORS �"' 1. `n I. 7 7r e+ 939 main st. yarmouth, ma 02675 — 95--038 ARNE H. OJALA, P.E., P.L.S. DATE T.O.F. AT EL. 47.0' S-TPTIC PROFILE_ TEST HOLE LOGS - - ACCESS COVER TO WITHIN 6" OF FIN GRADE (NOT TO SCALE) --�--` ACCESS COVER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE _4. J 45.63' MINIMUM .75' OF COVER OVER PRECAST &7]WITHIN 6" OF FIN. GRADE 2'� SLOPE REQUIRED OVER SYSTEM JERRY DUNNING WASHED PEASTONE 45' WITNESS: I --���---���l-- DATE: 3/24/98 I' RUN PIPE LEVEL 2" DOUBLE _-- I� A� FOR FIPc' \ -- PROPOSED 1500 3' MAX PERC. RATE _ < 2 MINI/INCH GALLON SEPTIC 43.47' / \` CLASS I SOILS P# 9121 43.72' TANK (H- 10 ) — '` GAS 4 3. 0_ _-- -- —� BAFFLE 43.37' w o '43. 18 _ SLOPE) c, RUSHED STONE OR MECHANICAL I_C'_)MPACTION. (15.221 (2)) $ aG Q ELEV. 4 p.83 42.35' Iv 43.75' DEPTH OF FLOW _—_- ( i X SLOPE) ( 1 % SLOPE) 0�, 43.1� O' _ TEE SIZES. 3/4" TO 1 1%2" DOUBLE WASHED STONE. INLET DEPTH = 10" I — — -- - FILL OUTLET DEPTH 14' - FILL LOCATION MAP SCALE 1" FOUNDATION— 10' SEPTIC TANK 10' D' B 0 X LEACHING FACILITY' J g 20 _ ASSESSORS MAP 193 PARCEL 20 LS B . ZONING DISTRICT: RD- 1 75YR 5/6 LS YARD SETBACKS: ADJ. WATER: 37.35' 36" 40.15' 38„ 7.5YR 5/6 40 58' FRONT = 30' SIDE = 10' / C REAR = 10' C PLAN REF. - 14.3/133 / WELL- AIW 247 MED/COS FLOOD ZONE. C ZONE: C MED/COS ADJ: 0.8' 79.2" obs. water 3E.55' $a 1OYR 7/4 86.4" obs. water 36.55' 1OYR 7/4 4 , LOT 2 39— 10% GR. 107, GR. / PAVED SWALE \� 1 �0" 120" 33.75' 0 3 3. 15' ^_ sz. / NOTE GUYE / �. W SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS APPROXIMATED FROM HYANNIS VUAD DESIGN FLOW. 2- BEDROOMS ( 1 10 GPD) = 220 GPD 2. MUNICIPAL WATER IS AVAILABLE / USE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. / N Area = 288Ts 1 COMP ED G / POLE SEPTIC TANK: 220 GPD ( 2 ) =UTILITY 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 �`. a 42 - ,' 5. PIPE JOINTS TO BE MADE WATERTIGHT. /W 4 USE A ?500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. PROP. � / LEACHING: ENVIRONMENTAL CODE TITLE V. /0 _ �' SIDES: 2(25 + 10) .83 (.74) - 43 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TC ;_ USED FOR LOT LINE STAKING. � TV1 / lopFNpN 47. as o' ;�\ ,� � 25 x 10 ( 74) _ O' A c BOTTOM: 185 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL: 308 S.F. 227 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT I' I INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED, A USE 4 HIGH CAPACITY INFILTRATORS WITH 3.5' U, r �r ® FROM BOARD OF HEALTH. » I I /� P�" STONE AT SIDES, NONE AT ENDS Y O O 32 Q� v THH LEGEND Sl TF AND _SEWAGE PLAN_ 5' REMOVAL OF UNSUITABLE SOIL � \ a / HOC) 100.0 PROPOSED SPOT ELEVATION OF T REQUIRED AROUND LEACH FACILn DOWN \ �ij 597 HILLSIDE DRIVE TO MED/COARSE SAND LAYER. REPLACE 1 QOxO EXISTING SPOT ELEVATION - -- ----- WITH CLEAN MED SAND `� w -'c �}_ 00 BENCHMARK IN THE TOWN OF. EDCf OF y LO. ` HYDRANT 1OO p �y9 TAG BOLT #57) PROPOSED CONTOUR ( ("' E N T E R V I L L E ) B A R N S TA B L E gir�r ELEV = 45.88' yk<sloe `'(-� ----- J / 100 EXISTING CONTOUR PREPARED FOR: G!,, i' COLETT C 20 40 60 Feet NOTE: CATCH BASINS DO NOT INTERCEPT GROUNDWATER OR DISCHARGE INTO SURFACE WATER BOARD OF HEALTH PERMISSION REQUIRED FROM TOWN OF BARNSTABLE SUPPLIES _ 1 20 FEBRUARY 17, 1999 REGULATION PART VIII, SECTION 8.00: TO ALLOW A APPROVED DATE _ MA SCALE: - DATE: 2 BEDROOM DWELLING IN A GP DISTRICT ON A PROP. LEACH FACILITY GREATER THAN 30G JUNE 29, 1999 (HSE/SAS) 10,000t SQUARE FOOT LOT TO WEQUAQUET LAKE FOOTINGS REQUIRED TO BE ON NON-FROST fox 508 362-9wo SUSCEPTIBLE SUITABLE SOILS WITH REQUIRED j �r Of �tN Of COVER. DIRECT ALL WATER AWAY FROM ��-°'` M�,L,,X ��' FOUNDATION. down cape ell�ineerin , 111C. 4�� A�E \��.� �� AAW ALA c� �� CIVIL ENGINEERS o 0.26348 A c1vn, N LAND SURVEYORS � '��L � 7 r•�:ry`. �4 FS NG��� �G 95-038 939 main st. varmouth. ma 02675 --- ----------- — — ---- ARNE H. OJALA, P.E., L.S. DA'T