Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
960 MAIN STREET (COTUIT) - Health
_960_Main St. Cotuit .�35-V i �Q�oF?HET TOWN OF BARNSTABLE OFFICE OF VM�. HsaASL BOARD OF HEALTH � �p 1639. ONAY�'� 367 MAIN STREET HYANNIS, MASS. 02601 November 5, 1987. Peter and Doreen Evans 960 Main Street Cotuit, Ma 02655 Dear Mr. and Mrs. Evans: You are granted a variance from 310 CMR, 15.11, of Title 5, of the State Environmental Code, to use a. retaining wall in lieu of additional fill, to meet the slope/break out requirement for.the on-site sewage disposal system leaching pit at 960 Main Street, Cotuit, Ma. You are also granted a conditional variance from 310 CMR 15.03 (7), of Title 5, of the State Environmental Code, to install a leaching pit 22 feet from a subsurface drain, in lieu of the required 25 feet at 960 Main Street, Cotuit, Mass., with the following conditions: (1) All stormwater runoff shall be contained on site. (2) The subsurface pipe leading from the catch basin into Cotuit Bay shall be disconnected and plugged, or removed. (3) You must receive the approval of the Conservation Commission. (4) The designing engineer must be on site and supervise construction of the septic system and certify in writing to the Board of Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (5) You must receive written certification every three (3) years that the system has been cleaned by a licensed septage hauler. (6) The septic system must be installed in strict accordance to the submitted plan. (7) Variance expires November 15, 1988. The variance is granted because the existing septic system consisting of a cesspool and two leach pits is located closer to the slope and to the existing catch basin than the proposed location. Therefore, greater environmental and wetland protection will be achieved with this design. Very tru our , Grover C. M. Farrish, M.D. Copy to: David Thulin Chairman A. E. Ferragamo Board of Health Atty. Bruce Gilmore Town of Barnstable Conservation Commission JMK/bs Yx e wo, ei �e� a�(�iu C�rGu2ee«i2�i S. Russell Sylva Commissioner ���✓��� �l��o�L Gilbert T.Joly Regional Environmental Engineer Z4� 47 NJI7--119 680-58.E Nov 10, 1987 'This Department is in receipt of the following application filed in accordance with the Wetlands Protection Act, General Laws, Chapter 131, Section 40 ("the Act") : Name Peter and Doreen Evans Address 32 Russell Hill Road, Sherborn, Massachusetts 01770 Owner of Land Same City/Town Barnstable Location 960 Main Street The project has been given the following Wetlands file number in accordance with the Act SE 3-1706 ( ) The following information is missing and must be forwarded to this office for_ a comaalete fi1i.TMy Ln a�rdcit ce -with the Act: ( ) locus Maps ( ) Notices of Intent O Plans (x) Wetlands Regulation _ 310 QKR 10.30 _ should be reviewed prior to hearing by Conservation Comni.ssion. Discharge to Beach? (x) The plans for the sewage disposal system do not show Title 5 compliance with The State Envirotmiental Code. Review with the Board of Health. Breakout location of test pit? Finished grade of septic? ( ) Application has been forwarded to the Licensing and Permits Section to determine if a Chapter 91 License or Permit is required. A decision regarding Chapter 91 jurisdiction will be issued by the licensing and Permits Section. ( ) Detailed Notice of Intent Form 3 must be submitted. 4 ( ) PLEASE RETURN THIS FORM WITH RDQUFSTED INFORMATION. Notices of Intent will not be kept on file longer. than 6 months. Issuance of a file mmiber indicates o y completeness of the file and not approval of ' the application. Wit cc: Conservation Comnission (x) Board of Health ( ) Coastal Zone Management (x) Water Pollution Control O Building Inspector TOWN OF BARNSTA13LE FEE Py + y »�� OFFICE OF lam- RECEIVED BY 11ARIFIT AIaatir. ; BOARD OF HEALTH 367 MAIN STREET HYANNIS, MASS. 02001 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15)_ days prior to the scheduled Board of Health meeting. NAME OF ,APPLICAN TEL. NO 4Z E5-_c33_75 E S ; f:.► I t+tiAN1' �oD �N1lk�n 5T-T cm n r "NAME`OF OWNER OF. PROPERTY 1 rj2- 0 2j35 Q SUBDIVISION NAIIE DATE APPROVED ASSESSORS MAP AND PARCEL.NUMBE, LOCATION OF .REQUEST -1'6=,T, /uiAi SIZE OF LOT .r• WETLANDS WITHIN 200 FT. OF PROPERTY! Yes ✓ No VARIANCE FROM REGULATION(List Regulation) 310 C M Z 6 ,05 (7) MST-Alamo BF✓rAI E]El.a 5:EP-n - A-WK_ n�r:�� svc�suc�- �> .i►.� �l fO C.i`1tZ L5 ,03( 1� 0 0W Llk- % Su0aE- mEAsU,7Et�, FgaI✓l -rpe or i_.R REASON FOR VARIANCE(May attach letter if more space is needed) PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman . Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF IIEALTN TOWN OF BARNSTABLE ELLIS &? THULIN, INC. LAND SURVEYORS CIVIL ENGINEERS 478 ROUTE 6A-P.O. BOX 159 DAVID C.THULIN, PE EAST SANDWICH, MASS. 02537 JOHN R.ELLIS, RLS TELEPHONE (6I7) 888-2345 October 9 , 1987 Board of Health Town of Barnstable Hyannis , Ma . 02601 re . 87-040 , Evans , Cotuit Gentlemen: With regard to the request for a variance from provisions of 310CMR for the proposed septic system renovation at 960 Main Street , Cotuit , I submit the following for your consideration : 1 . The existing septic system consists of a converted cesspool and two leach pits , the last of which was installed in 1985 . 2 . The structure served by the septic system is to be converted from use as three apartment units to a single family residence with five bedrooms , no more than at present . 3 . The area available for the septic system is at the top of a coastal bank . Provisions exist for containment of runoff from building , and pavement areas through a catch basin and drain discharging . at the base of the slope . Portions of this drainage system will be relocated to conform with 310CMR regulations . 4 . The proposed renovation will bring the septic system, into compliance with Town of Barnstable requlations relative to system capacity . 5 . The proposed leach pit cannot be located at a distance of 86 ft horizontally from the slope at the northern boundary of the property , an..d because of proximity to existing retaining walls cannot reasonably be constructed at a lower elevation . The pit will , however , have approximately the same slope setback as previously allowed for system renovation in 1985 . 6 . The existing catch basin will be relocated to approximately 19 ' from the proposed septic tank and the drain relocated to the required 25 ' from leach pits . 1 .r a - 2 - Although the leaching capacity of the existing system appears to be adequate in light of the proposed intensity of use , I believe that the additional capacity which would be provided by the installation of an additional leach pit and the increase in effectiveness of treatment afforded by the larger septic tank will provide greater assurance of meeting the long term wastewater treatment and disposal needs of the site and the public health concerns of your Board . Very ruly y qurs , L.S Ellis & Thulin , Inc . David C . Thulin , P . E cc . A .E . Ferragamo 1 P +! 7 ? AND IN ADDITION, by inserting after Section 5-3. 3 (2) (H) the following new Section: C) A site plan- has been reviewed and found approvable in accord- ance with Section 4-7 herein subject only to . the issuance of a Special Permit. . x AND FURTHER IN ADDITION, by deleting Sect•ion.: 3-3..6 (3) (A) (b) . ' ARTICLE 2. To see if the. T'own :will amend Chapter III., :Article r I.II by :inserting after, Section 3-5. 1 the ,following. :new Section: yw. GROUNDWATER PROTECTION OVERLAY DISTRICTS 1) Purpose: . t: The purpose of `this section is to ;protect the public health, safety, ' and' welfare by encouraging non-hazardous, compatible Iar.d uses within. groundwater. rechargeAreas. 2) Districts `Established. f In order to carry out the purpose. of this ection, the following cverlay districts are hereby established; nd : shall be considered as superimposed over any other district°;e 'tabl.ished by .this bylaw: as Aquifer Protection;-Overlay 'District GF GroundwAt- er< Fratection Overlay District k WP Weld Protection <:Overlay 'District: Overlay Districts Map: The overlay districts established ;by this section are shown on a map entitled "Groundwater Protection Overlay Districts Map" dated September, 19: 7, which is on file in the office of 'the Town Clerk. 4) District Boundaries: Where the overlay district boundaries divide a lot, each portion of that lot shall be subject to all the regulations applicable to the district in which it is located. 5) AP Aquifer Protection Overlay District Regulations: The AP Aquifer Protection Overlay District consists of all areas of the Town, except those areas within the GP Groundwater and WP Well Protection Overlay Districts. A) Permitted Uses: a 12 . The following uses are permitted in the AP Aquifer Protection Overlay District: a) Any' use permitted in the underlying zoning districts, except for those uses specifically prohibited by section 3-5. 2 (5) (B) herein. B) Prohibited Uses: The following uses are prohibited in the AP Aquifer Protection Overlay District: a) Any use prohibited in the underlying zoning districts. 6) GP Groundwater Protection Overlay District Regulations: The GP Groundwater Protection Overlay District is based on the Zones of Contribution to public supply wells as determined by the SEA Consultants Inc. Report, dated September, 1985, entitled, "Groundwater and Water Resomrce Protection Plan, Barnstable, Massasachusetts, " which is on file with the Town Clerk. i A) Permitted Uses: The following uses are permitted in the GP .Groundwater Protection Overlay District: a) Any use allowed in the underlying zoning districts, except those uses specifically prohibited in Section 3-5.2 (G) (B) herein: B) Prohibited Uses: The following uses are prohibited in the GP Groundwater Protec- tion Overlay District. a) Any use prohibited in the underlying zoning districts. b ) Sanitary landfills. c ) Junk: and salvage yards. d ) Mining of land, removal of sand and gravel , and quarrying of raw materials. e) Underground fuel storage tanks. f) Storage for resale of heating fuels, including but not limited to, oil , coal and gas. g ) Sewage treatment facilities, including package treatment plants. h ) Commercial feeding of livestock. yt 1.^-. i ) Open storage of road salt or other de-icing chemicals. j ) Metal plating, finishing and polishing. E:) Chemical and bacteriological laboratories. 1 ) Boat, motor vehicle and aircraft service and repair. m) Dry-cleaning processing establishments. n ) Any other use which involves as a principal activity the gen- eration, storage, use, treatment, transportation or disposal of hazardous materials. C) Lot Coverage: No more than fifty percent (50%) of the total upland area of any lot shall be made impervious by the installation of buildings, structures and paved surfaces. D) Site Clearing: A minimum of thirty percent (30%) of the total upland area of any lot shall be retained in its natural state,_ with only limited selective cutting of trees and clearing of understory shrubs and groundcover allowed. 7) WP Well Protection Overlay District Regulations: The WP Well Protection Overlay District consists of the area within a two thousand foot (2, 000 ' ) radius upgradient of exist- ing and proposed public supply wells, and lying wholly within a 'GP Groundwater Protection Overlay District. r A) Permitted Uses: The following uses are permitted in the WP Well Protection Over- lay District: a) Any use allowed in the underlying zoning districts, except those specifically prohibited in Section 3-5. 2 (7) (B) herein: B) Prohibited Uses: The following uses are prohibited in the WP Well Protection Over- lay District: a ) Any use prohibited in the underlying zoning districts. b ) All uses prohibited in section (6) (B) herein. h ' 14 c) Parking and/or storage of transport vehicles for fuel, in- cluding but not limited to oil , coal and gas. d) Parking and/or storage of transport vehicles for toxic and/or hazardous substances. e) Any use which uses, generates or stores toxic or hazardous substance, totaling at any one time, more than fifty (50) gallons liquid volume or twenty-five (25) pounds dry weight. C) Lot Coverage: No more than fifty percent (_50%) of the total upland area of any lot shall be made impervious by the installation of buildings, structures and paved surfaces. D) Site Clearing: A minimum of thirty percent (30%) of the total upland area of any lot shall be retained in its natural state, with only limited selective cutting of trees and clearing of understory shrubs and groundcover allowed. ARTICLE 3. To see if the Town will amend Chapter III , of its bylaws by adding at the end thereof the following new article, numbered in appropriate sequence: ARTICLE ---- REGULATION OF WASTEWATER DISCHARGE SECTION 1 INTRODUCTION 1-1 Findings .The health, safety and welfare of the residents of the Town of Barnstable and its neighboring towns are dependent upon an adequate supply of pure groundwater. The Town-'s entire drink:ina_ water supply is derived from groundwater, and the United States Environmental Protection Agency has designated all .of Cape Cod a= a "sole source aquifer" requiring special care and protection. The groundwater system is integrally connected with surface waters, lakes, streams and coastal estuaries, which constitute important recreational and economic resources of the Town. Con- tamination of the aquifer and related surface water resources pose a serious threat to the health, safety and financial well- being of the Town. 1 -2 Purpose The purpose of this article is to protect the public health, safety and welfare by maintaining quality groundwater through the regulation of the volume of certain wastewater discharges. t:a 14 c) Parking and/or storage of transport vehicles for fuel , in- cluding but not limited to oil , coal and gas. d) Parking and/or storage of transport vehicles for toxic and/or hazardous substances. e) Any use which uses, generates or stores toxic or hazardous substance, totaling at any one time, more than fifty (50) gallons liquid volume or twenty-five (25) pounds dry weight. C) Lot Coverage: No more than fifty percent (50%) of the total upland area of any lot shall be made impervious by the installation of buildings, structures and paved surfaces. D) Site Clearing: A minimum of thirty percent (Oct%) of the total upland area of any lot shall be retained in its natural state, with only limited selective cutting of trees and clearing of understory shrubs and groundcover allowed. ARTICLE 3. To see if the Town will amend Chapter III , of its bylaws by adding at the end thereof the following new article, numbered in appropriate sequence: ARTICLE ---- REGULATION OF WASTEWATER DISCHARGE SECTION 1 INTRODUCTION 1-1 Findings The health, safety and welfare of the residents of the Town of Barnstable and its neighboring towns are dependent upon an adequate supply of pure groundwater. The Town's entire drinking water supply is derived from groundwater, and the United States Environmental Protection Agency has designated all of Cape Cod as a "sole source aquifer" requiring special care and protection. The groundwater system is integrally connected with surface waters, lakes, streams and coastal estuaries, which constitute important recreational and economic resources of the Town. Con- tamination of the aquifer and related surface water resources pose a serious threat to the health, safety and financial well- being of the Town. 1-2 Purpose The purpose of this article is to protect the public health, safety and welfare by maintaining quality groundwater through the regulation of the volume of certain wastewater discharges. 'n 15 SECTION 2 GENERAL PROVISIONS -1 Prohibition No person, company, corporation, entity, trust or firm shall in- stall a new individual on-site sewage dispoal system which will produce more than three hundred thirty (3:30) gallons per day of wastewater discharge unless in compliance with the standards es- tablished by Section 3 herein. 2 Certification of Compliance/When Required A certificate of compliance with this article shall be received from the Board of Health or its designee prior to the commence- ment of any activity regulated by Section 2-1 herein. SECTION :3 STANDARDS =:-1 MaXimum Allowable Wastewater Discharge Within zones of contribution to existing and proposed public. supply wells, as determined by SEA Consultants, Inc. , Poston, MA. , in their report entitled "Ground Water and Water Resource Protec- tion Plan, Barnstable, Massachusetts, " dated September, 1985, which is on file with the Town Clerk, the maximum allowable was- tewater discharge from new individual on-site sewage disposal systems shall not exceed three hundred eighty (:380) gallons per acre per day. -2 Additional Limitations/Certain Areas In addition to the standards of Section 3-1 herein, within two thousand (2, 000) feet of existing and proposed public supply wells the maximum allowable wastewater discharge from a new in- dividual on-site sewage disposal system shall not exceed two thousand (2., 000) gallons per day, unless downgradient from said e::•::isting and proposed public supply wells. 3-:3 Flow Rate Determinations To determine compliance with Sections 3-1 and 3-2 herein, was- tewater flow rates shall be determined according to Title V of the State Environmental Code, subject to the interpretation of the Board of Health. 3-4 New System Defined For the purposes of this article, the phrase "install a new in- dividual on-site sewage disposal system" shall not include the maintenance, repair and upgrading of an existing individual on- site sewage disposal system. l R t 16 SECTION 4 ADMINISTRATION This article shall be administered by the Board of Health or its designee by verifying compliance with the provisions established herein. Within ten ( 10) working days of receipt of a request for a certificate of compliance, the Board of Health or its designee shall notify the applicant therefor as to the approval or disap- proval of the request. Upon determination that all provisions of this article are being met, a certificate of compliance shall be issued. However, in instances where an upgrading of an existing individual on-site sewage disposal system is proposed, the Board of Health may require from an applicant evidence that the proposed upgrading will not adversely affect the groundwater qua ity. SECTION 5 ENFORCEMENT The provisions of this article shall be enforced by the Board of Health or its designee, which may, according to law, enter upon any premises at any reasonable time to inspect for compliance. SECTION 6 VIOLATIONS Written notice of any violation of this article shall be given by the Board of Health or its designee specifying the nature of the violation and a time within which compliance must be achieved. SECTION 7 PENALTIES Penalty for failure to comply with any provision of this article shall be three hundred dollars ($300.00) per day of violation. SECTION 8 SEVERABILITY Each provision of this article shall be construed as separate. If any part of this article shall be held invalid for any reason, the remainder shall continue in full force and effect. ARTICLE 4. To see if the Town will amend Chapter III, Article III of its bylaws by striking from Section 3-1 .6 (7) (F) (b) the words ""Water Table Contours and Public Water Supply Well Zones of Contribution" , prepared by the Cape Cod Planning and Economic Development Commission, dated 1982, "and inserting in place thereof the following: "Town of Barnstable Public Supply Well Zones of Contribution" prepared by SEA Consultants, Inc. in their study entitled "Groundwater and Water Resource Protection Plan, Barnstable, Mas- sachusetts, " dated September, 1985. e NOTES: 1. CAST IRON INLET CASTING SHALL BE LIGHT DUTY GRATE A AND FOUR INCH HIGH FRAME OF THE APPROXIMATE O O DIMENSIONS SHOWN. CD C D I 2. ALL CONCRETE BLOCK SHALL BE STANDARD 8" X 8' X 16" C)C)C)C) NOM. CEMENT CONCRETE BLOCK. USE SOLID UNITS OR C3O OR HOLLOW CORE UNITS WITH CORES FILLED WITH MORTAR C—)C)C)CD I DURING CONSTRUCTION. C)C)C—)CD 3. ALL BLOCKS, BRICK ADJUSTING COURSE AND CASTING TO C )CD C)CD BE SET IN FULL BED OF MORTAR. PLASTER THE INTERIOR - OF THE COMPLETED STRUCTURE WITH 1/4' OF MORTAR. 4. OIL ABSORBENT PILLOW SHALL BE WESO CORP. 18" LONG X .8' DIA. "SORBENT SWAB" OR EQUAL SUSPENDED ON ROPE SO AS NOT TO FALL BELOW THE OUTLET TRAP. PLAN e SET IN FULL BED OF MORTAR 3'-2't1' 4' XQ OIL ABSORBENT PILLOW TO BE FIXED TO EYEBOLT 22"t1" AT CASTING LEVEL WITH 1/4' NYLON ROPE 110- L 8" - 5'-6' MIN. 2'-0' 2't1' 8' OUTLET PIPE STANDARD 8' SECTION A—A SECTION B—B CONCRETE BLOCK DROP INLET 0 1 2 3 4 5 6 7 8 9 10 FEET SOURCE: ELLIS & THULIN. INC. DATE: SEPT. 15, 1987 478 RT. 6A, EAST SANDWICH, MA 02537 INSERT SCALE: 0.04166 SIZE @ 1/2"=1': 7.0" X 7.0" [-207 - 01 - 1 I- „u 5� B NOTES: 1, CAST IRON INLET CASTING SHALL BE LIGHT DUTY GRATE A AND FOUR INCH HIGH FRAME OF THE APPROXIMATE O O DIMENSIONS SHOWN. CD O I 2 ALL CONCRETE BLOCK SHALL BE STANDARD 8' X 8' X 16' 0 C)C-)� NOM. CEMENT CONCRETE BLOCK. USE SOLID UNITS OR (D-� OR HOLLOW CORE UNITS WITH CORES FILLED WITH MORTAR C)0 C-)C I DURING CONSTRUCTION. (Z)0 C)C) 3. ALL BLOCKS, BRICK ADJUSTING COURSE AND CASTING TO CD O O O BE SET IN FULL BED OF MORTAR. PLASTER THE INTERIOR OF THE COMPLETED STRUCTURE WITH 1/4' OF MORTAR. 4. OIL ABSORBENT PILLOW SHALL BE WESO CORP. 18' LONG X „8' DIA. 'SORBENT SWAB' OR EQUAL SUSPENDED ON ROPE SO AS NOT TO FALL BELOW THE OUTLET TRAP. PLAN B SET IN FULL BED OF MORTAR OIL ABSORBENT PILLOW TO BE FIXED TO EYEBOLT 22'tt' AT CASTING LEVEL WITH 1/4' NYLON ROPE 90'EL B' - 0'E 5'-6' MIN. Ll 2'-0' OUTLET PIPE STANDARD 8' SECTION A-A SECTION B-B CONCRETE BLOCK DROP INLET t 0 1 2 3 4 5 6 7 8 9 10 I I I I I I I I I I I I I I I FEET SOURCE: ELLIS & THULIN. INC. DATE: SEPT. 15, 1987 478 RT. 6A. EAST SANDWICH, MA 02537 INSERT SCALE: 0.04166 SIZE ® 1/2"=1': 7.0” X 7.0" 1207 - 01 - 1 x ELLIS 6? THULIN, INC. LAND SURVEYORS CIVIL ENGINEERS Al478 ROUTE 6A-P.O. BOX 159 DAVID C.THULIN. PE EAST SANDWICH. MASS. 02537 JOHN R.ELLIS, RLS l TELEPHONE (617) 888-2345 November 2 , 1987 A .E . Ferragamo 478 Route 6A E . Sandwich , Ma . 02537 re . 87-040 , Evans , 960 Main Street , Cotuit Tony : On Oct . 30 , I recieved a call from Tom McKean of the Barnstable Board of Health regarding the ref , project . Mr . McKean informed me that after consulting with Dale Sodd , the town ' s coastal coordinator , it has been determined that retaining the drain at the Evans ' property , discharging into Cotuit Bay was illegal . He stated that unless a revised plan showing the drain to be abandoned , and supplemental information showing the point of discharge of the present drain , reached his office prior to the hearing scheduled for November 4 , that the hearing would be canceled . . We have made the revisions as requested and understand that you will see that the plan arrives at the Board of Health in time . In place of the existing drainage system , we have shown a stone trench of two feet wide , one foot deep and thirty five feet long placed at the corner of .the parking lot . This method of dealing with area drainage will prove inadequate for some storm runoff conditions and will result in standing water on the driveway surface . Ver truly,/'yo,�i , Ellis & Thulin , Inc . David C . Thulin , P . E cc . Barnstable Board of Health t ELLIS & THULIN, INC. 478 ROUTE 6A-P.O. BOX 159 EAST SANDWICH. MASS. 02537 I TELEPHONE (617) 888=2345 JOHN R.ELLIS, RLS LAND SURVEYORS &CIVIL ENGINEERS `F-7 TOWN OF BARNSTABLE vF THE poi FEE OFFICE OF. RECEIVED BY 1 �ennrAncr. 3 BOARD OF HEALTH MNl . • 3o7 MAIN STREET ��0 MAY k• HYANNIS, MASS. 02001 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled hoard of Ilealth meeting. . NE OF ,APPLICANT L�rt tc_ �OP� �-I �/P,I,IC TEL. N0. L}28Zg AM ADDRESS OF APPLICANT 9 Co0 M/�ct1� S`r <'rj`n )t i MA ...`NAME.'O,V OWNER- OF. PROPERTY ��TCSZ iJOS7�-�-1 E�/�1�15 ...SUBDIVISION NAME DATE APPROVED: .�.�/ ASSESSORS MAP- AND PARCEL.NUMi3ER H&P 3S Prj Q� LOCATION OF .REQUEST SIZE OF LOT . G. 4-8 - Y-r. WETLANDS WITIIIN .200 FT. OF PROPERTY! Yes ✓ No VARIANCE FROM REGULATION(List Regulation) 8 10 C Ma 15 ,43 C7-) Dt1,Tjk MBE BI✓iu)Fa7-Q.l S-f arc ANSAn 3}p C�M1Z �5rt731!� ) p011J�1lflLi S( 1�1�� M�Si�17�1� FP TOP O(= L1�-, REASON FOR VARIANCE(May attach letter if more space is needed) \.f �,e (i�lc�1 r c 1_��r•r� :s PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF IIEALTII TOWN -OF BARNSTABLE BY-LAW In order to protect the water quality of the harbors and other wetlands resources within the town limits , no road or other surface shall be regraded, constructed, or maintained in such a manner as to divert or direct the flow of runoff, defined as including stormwater or any other surface waters , excepting natural pre-existing water courses , into any wetland, as defined in Massachusetts General Laws Chapter 131 , S . 40 . Runoff shall be directed in such a way as to recharge the groundwater within the lot where it originates and in such a manner as not to alter natural runoff into any wetlands , nor to cause erosion, pollution or siltation into or towards any wetland or waters within the Town of Barnstable . This Bylaw may be enforced by Police Officers , Natural Resource Officers , Shellfish Constables , agents of the Board of Health, Environmental Police Offices , and other enforcement officers of the Division of Law Enforcement, and by Deputy Environmental Police Officers . In the interest of public safety, emergency repairs shall be allowed on a case by case review. r r COTUIT QUADRANGLE I COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS—BARNSTABLE CO. 69(01 DEPARTMENT OF PUBLIC WORKS 7.5 MINUTE SERIES (TOPOGRAPHIC) 6967 111 NW 38O (SA DW1CN) 381 25' 2.7 Mi. TO U.S. 6 00000 1 FEET 384 385 70122, 30° ° 11(l/ Muddy f r)I a o Hambllin o T so II• u(Cra erry � 1� � I l .�($9�5•, a5 �ufvFP� } , LGY I ni,$0 1-�� ° ;' ' ��)�v I 149 ti=�� � t) ,� � // 3 � In 51 1, ranberry vt IJI �-CO Bo ^" p o v o \ rav I: 1 G n \ O )�ll. d - ' /.nJ ��t 7 .Q.,\r� u'�. ublic ° o t =;/ a I, / l c OPBog A i •ands r ,"7 egg '•� fig• �OLI R S ,y.> u / `I i` 461.3 _o BA N rl e /Q Q i I rrr ti , I '8 �C`�MARSTONS C)M Lo (. r' J O •�, fl/I �,\,.I �•o II ,// ) \ \ W _ / `- .� // vv ° I /lul 41,/,,,a a, I 7-'—� ��Jv` �O /< -� r (� �V l9 -ul, I,� �Sa ���,�_ 1 . L_)Pond uu'` �. , / I � /((. � •=��,.J �o r� 1„ , ;:-< j, /r � - � Pond /C i dOys o\ �o 1 \ - 't ° �• li ° 1, r�� r 1WI O c -� ri�� ((�•,' :- 'l. ' r i-- 11I o �l.� Al 23 �°\.11I'!� \o �Ic j� � , � \(i•:�o ar01lS - r'ta � . Ol r ��' � /' a� ��,lj ;`-/i TI �_ `. \\ `.Ao l ( �/� ,�.' io IIIS ,• 7•° � .. , � I( i \ a �.nl/�( 1_ `I�/,� '�_ ) n � ``v. ), ,5�-1'>.��•)It 1-1101•_ �,. _,-j v f,' r� /. hlr a�� �n �Ap� �� -�� .n A�i —_ r 'Q ( T EPHO .1L�� . � II)a�..�• \'Idyl �O 1 ��\f'------ \o � •,•"- � \\ � ��, 2� 0� �u \.a.�. � °�. �.�o � II ranber "I u�.l\1if �� _ 11 � yJ \ II 1• 0 49 F /i`_ l �V V 'rr� r Bo -0 t)\ 28r. 240 000 0i-allb+9 l ° _y•• '' �J •)j' S6 o.` q,,I 'rr 11��111i FEET Ijq6gSv\E �U.�� l\.d 0` O (.�I -�\ O• c:) Lj o' /H'- \ \\ )Pond! 8 Trx 90 o 50�° tc (r/ \ ?,X�Vjv�POn 1( \1 I(38 28 u -�11 ��1) <( 1\\\li.� � \ \0 0 0..\. — _ y � \', � � n� .I' 0 .A D• a://(. \) : _�\�� B°g5'// - �'I. �� � ;`v.< L�'1 „ A ����. nlQ' TFdalir _�l- �, / i� •Vr �i, '- �� �� 46 II( ,� �� I`. J � _: �'O�—. /�� - `tea-•.==._)— -. � , 11 :I• -P`L -� /' .� )r ° �,p , ��j, /"�o' 31 v\,'�,�, .VAS � i�i 3 1�Sp V � , - S ,� 1 , 1-yBOg r � I� � ✓ il��l/AA _ 4 J. P� V)\ VA�• � °� �.�� Q ,�.� `� ( \�= % ° / III/ �j,l/ „ (��� .0+ ',CVO � ��� . •v`.• ri � ,cam © / � O � 1 I ��,�/ ��" •�%' �C� � - +��� �p�1� 1 � hl p .. M2ca StJ desc\)( l l 72 haet � r5o `17 n\ilk °• 'o \ < � l � / \ O i- C o I/ /.t• -,_. �( \ l2 1, '.Q \ 2 tltUlt� II / \\\ i\ I .,\ -JW' '�: l/'O ©�1� ��11=e�1 \ X II-d ( °•fl�'�,CS ° �1 cam- •r\, q- � %o v 1((')I .%� ( !�� ,P 1� �� '�(J I•Q° '�• �� � ',� �u `Jv`v� u � -� o �� 1 � vvt�'' - :t•,,�.�' .`,. I;/ Q) n (o..NK. 6 - o \. ° � I p ✓%�1 ��\1�� � ' J �- .) .d 1•�� • ( � c. Z � '!l_ Po d /i , ? e _JII Q - Uvc�o 4610 '�• - t_ `II �', (� �'\ , 9 .I PIYSe. Islas `• � SEaPUI am, ' u ri< IIng Hil , 1 Iv anon �� - i r Pond I emu; w . v o o �1Z i` �rshem'a' f Ji `� �. Marys l ( `� l l ) ` CONVE Island (�A Pond C ` i 1 0� �1 t i; SCA \\ `'• ,, "' ��\0(L� � `� '� 3 row\J•. •.)•. I.1_ '.Dry. So \:� \\ 1�\�<A�li> ° \��`��)Isabella 'II • - 0�1�•,�,••.,.> •(. �. 1, 1•.�• '� :\,.. Feel Isabella • �� _ •w er ) ' vv� ,w0 f,�oI <� II ' Vv� �/ v O I r ,� IIV Y! 1''�' �� \•. (Ta k I5000-- - _ \, . �1', , t <� ' / 1'� Q I der the i\ . / a•; - o WF _- I! -ry `•�T (' •,IL •\\\�� BMI I �. /4 i ��•/ a :D \\ -: i V!' 1'� c ' Lo 9 sit °•.' `c ccO 14000 o , - 6and, �,. Public rvg ♦ ;gip / .it ! �' o I/ � 1 L iI! I•�\IL - \�I - \� l \\\yo�'/\I'\L1< -ln�• ,0 ��� l\, 'I R OG�'L•1 'ti'e �! .��J ..L/�ry 1 j\\\ .,• �l•• 1 13000— � o a 1�}B W. vv:• �3 II� �. `�• - o °- Il �. T2mS Imo, r �" It °fit 7�' •� '. a-' _�'^� � �ii •t. - P t Cove `` •� , �� 7X :u II ///////��- :F' ;��• (('),.'� tiubli y ,\II''•c: i•.' - Handy .. �r v� ) ��t "Landis p ) �tl��a�?� 12000- �) (i Hooc ers /) ;'a/ o i *'.c::;,: <%i .o 1_ ,o ��' '•'t �. - ��, ;i��/<�_ •• �� �. Beah �1 olf Club r ��• n �. )I ra�ewisA Noisy 3� • arbors ° o -��•� $(b� ���'�'Parker i Neck po �I�I > yPi Pond\ 1 )i l N Pt'/ r� �o ��. 0 Pond,' �� - 6 )i� J'� a9 11000- rSGHOOL V ' :-- I (� _L1. C•, • GOrI 4608 Il 1 '; �° •�. e5 a ; a rCoupe"• ianno 91, - .'�-}\Public �,. - t'OB Landing ST R`�I LE A�V� ILL �f�(D• :, i� !vcr� n (\„• do )' l0000 I L n o ( ('a --11 •uo, N//F))_(' ;i�/ cotuit • v� n l ,) �. >, i ti,_ -? - (/ ;• / V•`: l •\ U�p -% f+VEN L_E • 9000— S . • \ v _�' �ll;, ....,•'0 ��\(n: (.1.." ;9 �1 ��1\ c3 / I J /(\ • �2. 1�•��,� `'no n , �� ` , _ Jfi _j \\. 'p Pt Ti a1 -� - " F Tidat - \ \COtul8000— J� , I e Fiat ��� Z� �VI �� i- a l_ n •(•1 - ��\\� Highland I• :J l ti „ 1 - � _ �(\ •\I�\1 _� ��/:.\ L �' /' SEA.V�E it' 4607 - e c n 2000— �; Gt i ��• i%`- -5 mesons „ \� -(l� Islad ) t)ead Beach - 1, 'V IO/Ir Ha borS . _ ! - yster Light 12 5000 r S r r Rushy -_ Marsh 4606 4000= Pond r/ u / 2 „ 7000-. 0 n - J ;) 2aoo— 61 l �P n ,� 9 loon— = ... / 4605 'Thatch Feet Island I _ 2 3 35' 4 s . 6 --- 4604 s TBM - TOP SB/DH . DESIGN T ELEV. 35.22 MSL G DATA: REF USC&GS MONUMENT M28SC STRUCTURE: - `` SINGLE FAMILY RESIDENCE TOP OF COASTAL BANK PER I.E.P. 9/25/87 p ELEV. 22.0 MSL DESIGN FLOW: C5 FIVE .BEDROOM - NO GARBAGE GRINDER 5 X 110GPD BDRM 550GPD vJ SEPTIC TANK: o .ry N/F CRAWFORD 1.5 X 550 = 825GPD 2 \V ` . o• \�• X 1 D. x 35 5TONi TRENr_A ti FOR AREA p USE 1500 GALLON SEPTIC TANK SLOPE COMP LINE V/14' X 150 = 86' LEACHING RATES. a s�` N SIDE AREA 2.5 GPD SF h EXISTING o� s " J., a, �, ..., 3g, EXIST. 4 SEPTIC SYSTEM PIPING _ ' a BOTTOM AREA 1,0 GPD/SF ? TWO—STORY WOOD FRAME ?2�8 rg°F DWELLING EXIST. CATCH 'BASIN 4" INV OUT 24.09 f To BE REMOVE: LEACH[NG STRUCTURE: 2 6 0 X 6 - LP s W 1 STONE EXIST. CESSPOOL CONVERTED TO SEPTIC TANK / n7 e INV. 25.5t TO BE ABANDONED SIDE AREA: 2 8 X PI X 6 = 301 SF BOT. AREA: 2 8 X 8 X Pi 4 = 100 SF 9 100 YEAR FLOOD CAPACITY: ,0 25, Y ELEV'11.0 MSL r [(301 X 2.5) + (100 X .1.0}] 852 .GPD PROP.... a EXIST. LEACHPIT 5 ID. ,r .� �• oe ADDITIONAL CAPACITY AVAILABLE IN EXISTING LP WHICH WILL BE CONNECTED TO NEW DIST. BOX FLAG , C. POLE 3 PLAN REFERENCE. .._ 3g� BARNSTAB E R IS Y 1 7 _ r,+ �.,,: L EG TR BK 11 PG 9 :.PROPOSED ADDITIONS o 3 o CONC. RET. WALL R 8 F PROP. SEPTIC TANK ? sT ASSESSORS LOT N0. M MAP 35 PCL 95 o oho PROP-LEACH PIT \ p ,.. SOIL OBSERVATIONS Ro 6 X 6 LP I' g N� REFER TO TOWN OF BARNSTABLE B.O.H INST. AUG.',Auc 19s5 cq RECORDS EXPoSI EXIST\ �Ip ,I, FOR REPAIR PERMIT AUGUST 1985 o DRAIN E ' R MOVE AZ _ , LEAS-T 5 OF: pin $,PP , B D FND K 5 , o / H ( ) �ARNStA�L_ 6oAD of , PARCEL N0. 2 • _ NOTE. . . M 1 . ALL MATERIALS AND CONSTRUCTION METHODS v. Mh TO CONFORM WITH COMM. OF MASSACHUSETTS : PLAN , a ENVIRONMENTAL CODE TITLE V. h ' 2. ALL SEPTIC SYSTEM PIPING TO BE 4"0 SCH40 1" - 20s PVC i.. �',IT. ;.°,.J. ffi , •,is .. EXIST. GRADE = PROPOSED t 3. WATER SUPPLY FOR THIS LOT IS TOWN WATER ss CONNECTED AT THE STREET SIDE OF THE BUILDING 30 .�g. 4. LOT AREA = 0.48 ACf _ AST 0 OV TGRADE * C IRON C ERS (H20) A H.D. PRECAST CONC RISER COMP. LINE 25 . . PROPOSED 6'0 X. 6' LP W/1' STONE 5, THE PROPOSED LEACH PIT DOES NOT HAVE THE REQUIRED SLOPE SETBACK AND WILL REQUIRE 4"'SCH40 PVC TYP. VARIANCE FROM 31OCMR 15.03 20.s 20 NOTE: CONNECT DISTRIBUTION BOX TO TWO ` PROPOSED 1500 GAL. H2O EXISTING LEACH PITS,AT ELEVATION F EXISTING INLET TW SEPTIC 'TANK I. 0 EX ST NG NLE INVERTS. A 0 FOOT LEVEL-PIPE SECTION IS REQUIRED 15 AT'. THE OUTLET0 THE DI TR BUTIO 14.6 BOX. 960 MAIN STREET PROPOSED DIST `BOX COTU T, MA. 29.7 11.0 8.5 16.8 ��1+ � FOR PETER AND. DOREEN EVANS OWNERS 10 �'�' D CVID- �9 , EI�LIS 8c T�IULIN Inc. - o �lutI , INVERT rn 0 �n 0 M � � o.2- 76 tr, N o 00 �� tv 478 ROUTE 6A - P.O. BOX 159 ELEV. M M N o, 7�� - EAST SANDWICH, IC MASSACHUSETTS 02537 N N N N N N FFS SEPTIC SYSTEM V SECTION THRU SEPTIC SYSTEM �► z �� T M RENOVATION 1 =10 HORIZONTAL 1 -5 VERTICAL DRAWN BY -DCT SEPT. 23 1987 8 �7 04 _ o DWG N FP . ,:• ;; CHECKED-' BY JRE 0 P01 i , ' TBM - TOP SB H DATA: - . DESIGN _ ELEV. 35.22 MSL M REF USC&GS'MONUMENT M28SC STRUCTURE. M � 'SINGLE FAMILY RESIDENCE q p TOP OF COASTAL K B N _{ is PER I.E.P. 9 25 87 .:".. _. DESIGN FLOW:22.o MSL , FIVE BEDROOM NO GARBAGE GRINDER , 5 X 10G D BDRM 550GPD _ A 4 t SEPTICTANK: , N CRA FO D F 1.5 X 550 825GPD , , o 4 � I x Q h A R; O a s � U USE 1500 GALLON SEPTIC TANK t z , , .f s 1_. _ SLOPE::COMP LINE B 1 X 50 $6 H a x LEAC ING 1 RATES. . � 16 147tv _ J. ' AREA :5 GDS D SF.9`� EXISTING - � r ��9, EXIST. 4 SEPTIC SYSTEM PIPING BOTTOM AREA 1,0GPD S FWOOD FRAME ,TWO—STORY. PROPOSED CATCH BASIN SEE-DET. DWE ,ING EXIST. CATCH ASIN 4„ INV OUT 24.09 LEACHING STRUCTURE. 0 BE RELOCATED . e 2 6 X 6 LP s" W 1« STONE �. :, r EXIST.� _ .CESSPOOL CONVERTED TO SEPTIC TANK .t si e _ g SIDE -AREA: 8 X INV. 25.5f S D A 2/ P X` 6 301 SF . , ,��. r< . TO BE ABANDONED _ \ ) E J _ .. _ BOT. AREA. 2 8 X 8 X PI 4 100 SF .. •,,:. _ - if u r t _ YEARI 0 o FLOOD CAPACITY... s , ! 9 ELEV 1 _LE 1.0 MSL 301 X 2.5 + 100 X 1.0 852 GPD , 3 x 1 PROP. I T f� I- b EXIS . BEACH IT` 5 D. .., 4 ADDITIONAL CAPACITY AVAILABLE LABLE IN EXISTING LP WHICH WILL E CONNECTED TO NEW IST. ,... .. . �. C L 8 D . .BOX . R.._ PROP. 4 AD5 D AfN , , 4 _.. pw PLAN REFERENCE: r .. . , v _ 3 .. aE _r. a,s " _ BARN STABLE REGISTRY 'BK 1 7 , � _ .,� , BA SABLE REG S 11 PG 9 PROPOSED `ADDITIONS' 0 8 O CONC. 'RET WALL O . f l ASSESSORS LOT N0. TANK , ,� r s T PROP. SEPTIC A K rill .,�.a -. ; - , r MAP 35 '-PCL 95 o , ; F q _ { SOIL OBSERVATIONS:PRoP LEACH PIT ; (O r d - s . xs LP t h O _ 'T F N N REFERTO TOWN ' OF. BAR STABLE B.O.H RECORDS INST. AUG. 1985 C . 3 q , d 0 F REPAIR OR PERMIT AUGUST 1 ti . S 985 o r _ r � . 3, H f=ND , ce , NOTE. /D _( > _ , P N 2 ., _ � � �. t , ARCEL 0 __ cT � t~�.� ..� .: . . -A M T ALS ANCONSTRUCTION" H ._ 1 . ALL A ERl D METHODS ._ T R 0 CONFORM WITH I H COMM. OF 'MASSACHUSETTS PLAN t ENVIRONMENTAL CODE TITL E V. P SYSTEM PIPING 4 4 Z ALL SEPTIC SYS E IPI G TO BE � SCH 0 1 _20' 1°y PVC C r P I I TOWN ' 3. WATER` SUP LY FOR THIS LOT S 0 WATER EXIST. GRADE.. PROPOSED t ' S T T H T F TBUILDING CONNECTED A THE STREET SIDE 0 HE 6 . 3 0 9 -4 4 f 30 LOT AREA — 0. 8 AC o :. T I SHOWN 5. THE RELOCATED CATCH BASINS TO BE ' AST IRON COVERS H2O AT GR ADE CONSTRUCTED OF CONCRETE BLOCK AND RENDERED WATERTIGHT BY PARGETTING INSIDE AND OUT WIT H .. T H.D. PRECAST CONC.',RISER COMP. LINE CEMENT MORTAR. HE BASIN WILL BE CONNECTED: . TO THE EXISTING DRAIN WITH JOINTLESS ADS PLASTIC T A DISTANCE OF 25 FROM A PIPE A LEACH PITS. HAVE PROPOSED 6 0 X 6 LP W/1 PROPOSED STONE 6. THE .LEACH' PIT DOES NOT A E THE ET ACK AND WILL` R REQUIRED SLOPES B L REQUIRE A i 4 'SCH4o Pvc TYP. VARIANCE FROM 310CMR 15.03 20.6 20 . • I_ { NOTE: _• I CONNECT DISTRIBUTION BOX TO TWO • PROPOSED 1500 GAL M20 . : EXISTING LEACH PITS AT ELEVATION INLET INVERTS: OF EXISTING. NLE NVE . A TWO S SEPTIC TANK • • FOOT'LEVEL-.PIPE. SECTION IS REQUIRED AT. THE OUTLET OF_THE DISTRIBUTION N 14.6 'BOX.' 960 MAIN STREET PROPOSED DIST 'BOX COTU T, _MA. l R� ` R o �. , , FOR PETER AND :DOREEN EVANS OWNERS 29.7 11.0 8.5 16..8 � ..rr���`"` �,� >,., �3 � 10 �o D.4VID �- „ ELI L S 8c THULIN Inc� e.. b. 2 `3 p 1r7 O M co o INVERT �. 478 ROUTE 6A P.O. BOX 159 .. � N o roo 4 fCfcTL� EAST SANDWICH MASSACHUSETTS 02537 ELEV. � t� SEPTIC SYSTEM RENOVATION SECTION THRU SEPTIC SYSTEM _ „ SEPT..� W Y 3 198 1 —10 HORIZONTAL , 1 5 VERTICAL DRAWN B DCT E , ` CHECKED BY JRE 87 - 040 DWG.NO. PPP01 , lo , - x , it I I� : _ _ T.= �- , ». .-. s._. 'R. t ,.z*-T++.*+c. ::•::`Y ,ae^,...m.. :'.:' „^F .m*4.* ,z.. >-`.xi...'r _...... .. -..... .. .:..r ,. a ... ... _'e, ..L "'{^.. v "t. W x .. `v.,arw:.""' .:`T rr*x"'w-.._ _.,. .... . .. ,. s .. • .:•fin. r -:,n. .a'. „ r..-✓. , - _ ..,.. ,'� - .-, a,. ..' - ;. ...:a .. , ,,y ,Y , ., , fin,, :x t.. �::, ,,: , .. .. _ .. .,:.. t .. .:: x, .. , .. , .. ,. ,. ,::11 , ,.. , : Z" 1. , . ,, :.. .. , _ _. , - _ .. ,., , ,. ...., ,. .,5. ,,.. .:. .. 4,. +. ,- , - .. I- , r ew "� .v ., !. .,. m .. .. .I , , , .. .. ,- r - y , , 1 - „ -' n . : :. - I II TBM TOP SB `H .'' - .- _ , . XISTIN11 G S I T II , s E EPT C SYS EM ., „ ELEV. 35.22 M SL ,^ , , _ N,. F:. . - N M T M 8SC - . REF USCdcGS MO U E 2 , ,. A ..., ' a , : 13 _ STRUCTURE -, x i _L' ..n ",: a S t_ ,, THREE APARTMENTS .. _. .-; I s r TOP `OF COASTAL BANK , ., N , . . .:�, � R E.P. ;9 87 ` ' ,: .. , ,c PE I 25 r / / _ I F W ._ Ev. o MSL DES GN LO . �.� EL 22 , „ ! ,, , . . 4 _ �'. ,, _. FIVE BEDROOM NO GARBAGE GRINDER y 1 1 I ! ,.: .. _ , Wf. "7 .. _ "C , III II �I f i a _, _ 5 X 110G D BD M 550G D _ , .. d - / ..- r { a , /J r ,. '..tom IIi ..I�1Ij;�-1I�,II.�1-�I I�II--1I 7 1--�.I,-�I.11�,\�1.pII,.II1,I I,-II.I1 I II�.II'�,.1-1I I II��.III 1.I�'�',1I�1,I�����1I:.I��,",I I.I'1I.-I1I,I1�I I.I.II,�W`�II1 I1,I_I�I-I:I I�I.1 1�I,..,I I-1 I11�'�1 I1;I%.II I'II�-i;�I.,�I'I,:-I�I��I1I I I I"I,14,I 1_I 1 1.1.�I.�',.1:II,�,1 I,I'".,.?,.,�I'11'.1'I1 III1-IlI1'�"1�I—.1,I�1,I l�.,.""�'�III-.�.I"�I Ill,I�,�II,I.I_,I I,I1.-I��'�l:"�-I1I,I,�I�I�1 I.�.�:'-.��,�I�,I1�'I-,�I 1,1 I�,:-,I,�.".I'I�.,1,�1lI�....1.IIi_I1I1I.-I�..�",,,4-.-�l�I�r�,I���,I-II��'-",1.,-�.I.:,,l I�.�II I 1'',,�, I'1"II'I��l III�.�.I,II I�II��.II I.I��-�,�1.II���II��I�I�I I II'I'-I-I,��.I-l1 I-I1II-�'I I'II I,I I.II I.-IIII..�1"�II 1��1I..I 1��...I*�I,I I�I1I I,II,I��-I,1 II_�I11I�1 I1.�I 1I�III,II.I�I�II.II.II I,-_I..I I�I I I.I�I I 1 IIII�,.�II��.I�III:'_1"�I�..�I�I�II 1I�11,I;1I I,1".1I 1I I.I.�11tI�I-I 1I.".I lI I,I II�I,�I1 II.1�II I..I I.1�.I�II I L I II I I�-,�I,I�I,I...I�4.l.,.IIII 11I�II I,II-I I-�-�)II...I�,II II I.�I I I,I.�e�1 I II�,1I�I�-�I�.1�?II���II�#I II-I.-I I I��I.I-III�.I�I.I II�.1-1II.I 1I�'..I,I�I I�I II II l.-�,I-I_I-I;.�I�-I�I,II1,I.I11I1I-Il.-.��-1 I��II-�I�1-.1 1I�.I-I I I-III I,�II,1.I�III:I—I�z I I�II--I�I:I I�III�II.-IIII 1II�1,-.I.I�I�)��I.I 1 I"��.I1 I��II.I I.I.1�I"�1 I I�I�II��1 I 1 I1.I.I1I 1..1 1.I�.11 1 I1I.�II-.�1--.III�A.I,I 1I�I 1 I�I I,A�lI 1 1,.I,.1-�.I-I 1,I1 III,lII.,�II1I.�I I�.,III.II��I I--I�-1.k�I�1IIIIII�.1 I I I1�;�II-III�I I I�-1�1II�III;'I�I 1.II I-I.I,.�1.—�I I�I 1��-.,II1�I'.1I I.�%I1 I I I I j,�I I1 1 III.I f�I-I..,�I.III�I-1_I I1.I 1-II,1I I�I.I I e.''-..-I�I�...I II1,I1�I1'I.II�.1".II�1,.�I.'II.�I,I�r�I I"��.II',-I I II 1IIII�I I�II_I�,��,I.I��.I.'1��I I1_'II�1 I I;II,�,,I-�II 1��I I-I II�tII-l I.I1III�::I*.�II1��I�I.I��I�!1.�1 III,I�II-_��.�,�,--1 Il�I�1"�l,..��1�I'.1 1 I�I-II---I,-1�-I I.�_�,II��:1..II-I.1I4'1.�!I"I1I�1 1�k I.II I��.lI�-.��I_�II I e�II.�1 II1I.�-,�I,1/-II 1 I 1,:..�1_II I�;I�.I1�I.II.�1��;.�I":�I,1,II I1..�1.�II-.1-I�I I�0-III,I�111.I 1I-I 1,l�I/1I1,1 I 1I II4 I 1I"I I.I"-I�I.1��1"."I.1 I I1.�1�I I1I-III��.-1.�11 I I1 I.,.:I�,�;�1,III�1_I-1II�_�,\I II.1'1..11-1�1.�1�1T-I I I1 I�II�I I�,,�I1�,�'1,�-1_.,II�I I I:,I I�1,I��1,1.I 1.I,.I%11"_II.1�.II�t I II��1I.1-4�II�I-:-I�I I�I I,I1.�I-I1 II�I..I%�I-.��I..'1.I.,I I 1�.,-III�I I I�,II111,���;,I-.1,I.1 II�lI-I.,I,I-I;'II I�.I��I I I 1-�I I1 I..1 I I I,I,Il I II 1�.,<I II IllI':I.1�I.��1 I,l:I,�,IIII��'�I�I'I-,I II-1II,I�III IIII,I.��1,I 1I'.I-,I"�,�-II 1/I�I I:-I I I;.1*j�'I,II'I-I III,.I ���1.�I I_�I�.1 I 1..I1II Il I�-II I�I-:�I-II,I�I,II_II II�I-�I II V I V.1I I"I"r/I I I,-\I�I,1II I I I I�I 1��.I��I,I�II\-,14-I1 I II I�I(,�.I,I�II.I I�I"�.1,"I 3I,��,1I-�.l�I�I I I1�-III�I 1_1III-I-II,I 1��.I I I�lI1I��."11�II I�1I-`I 11I�II.I I j.,1-l��'1�IIv�II III-�...I,1!,�I.,I..�1 1.-1 1�I.II 1 III1.I.l%I I 1.111..�1 1.I1N1-I I1III.I�-1�I,1��1vI 1 I-,.II�I 11.1..�"-�,IoIIIIII"1.I�.I�"I"�,I��'�I1l..�,�"I!I��I.�1 1%--.-k.1�I.I�-",�.II I I I t I1II�II 1 III1 1�,,.�I,,�1 Il,,.�I1.-I I�,I II�1��.I I�1.I II 1�,IQII l.I�lI�I,,,�I.I1�,1 I1-I���,I,I�.�I.1,I1 I1 1l�I IIII�.I.I I I I1IrII I���I�,1�1 I I.II I_l�.I1 l�Ii 1.����lI.LI�.lI,.I%I 11 l�.:1,-.��I 11�I I I'I.I I�"1�1.1-1I I I.I�I�1 I 31.I.I I...�1 I"��..I.�II1 I�I I tI.I II�I�'I I 7 1 I�I I I.I-�IlI�II1.I.l 1 II��1�.�I I-.I.I�I-I 0 IaI�-.II III,I II,.I l'11.I1I I 1I.1I s_,,I 1I I1-I,I1.Il-I""]1 I-III II 1�*I II-II I_.I.II�,,I II I'I-�.�I_,II..�,I�-I-II I.I.I I I�-I I lI..I1��1-I1 I11II.-.I I_I II.1.I'.I,;'�I�I I I��-�I�I,I 1,I1I-�IIII I�'1 I I�--I I�I 1 1'�III�1 II.II�.�I1 II�1 I-I,11I1 IlI�I,I 1I..I,I��I��-�,Il11I I I�1I�,I��1�I 1.�1 I-�.II I I.�-.l��1..I l",d,,1.,�11 Il,1I,II,II._II�I II I�,I_I�.�IIII 1 II,,,.,1I.I.I�,I I,II.-I,�I�I.I�1 I�III._.�.�I�I I 1I-�I,.I-1I��1.III I I I II l"I11III I I I I I I�-I-I�-I11�I�I��II�I�1-II�II I1 1II I..--1II I I.���I-�l.l,��,��,I I 1III I1�1 I�1 I1-I,1 I I��II��I II1 Il�I1�e�_I I I 1��1I-..,�.-,,II.�-1,II I"1 1 I�.t��I���.�I�1I"�1��1!,.',I-I:1_���.:��w,,I1 I.,�I,I I�,III,I�I1-I�_:I I�I-I;II I.�II��III� I-I,-.I 11,I_lI,�I_1 1.II I.1I.i1-1��-I�I�"I��I,I..:�..-I'�I I I�I�I1 1,�,I-I.I.,I II IlI�1,,II1�1.,.III,1I11 I.lI�1�I;,1�'"�I,I.-,.I.�,I�.1II II I-I,.I 1,I��I I;I'.I1�:.I,,�,1�I1_�I�''_-�I I�,%..-,.I�I-�I�1.,1."-�1I I�I..-,\,I1,1�I11��III-II I I 1,1I I-1�,-I.I,I'��1 1I1I.1 1,I.�I���-�1I��,.�I1.�1�'�.,I,�11���I�-I���,�I,I�.\II.1-.�i�1I..�1,1�-.I�,I 1:I I,,,,.1,�I�-II�I II�I.,.II-11II.�",-I..�I.,��-.,II"II,1I!I�,II,I,1 I III-I.II�,1,I I1I,.�I1 I�'II�!�I-I-I I:1.II�I.-..II".II,1I�I III�I I,-4:.l�I1.II-.,1I I�:,�II-I�-,�I�_I,I-I.I iI��_11.I1,,.I-II��1I-Il.-.1I��I,.I i--,III-.1 II,Il�I'.,I I 1.I1.II�.I.I,:1,,II1I I-1'I�,"�'�II II,I,�1,'..I I�,I�.,�I\I�'.II.I.1'.1I��F I..�I-.I�.I,:.,�1�I:�I.-�'I��..',I�11:1�.,II-,1.I.1,.;-I I'1 I I:II1.�i-I"I�I I.�11II1,,.I�I I�,11I�.,..."I1 11 1,I'-I,-,I.:_I,I.I1',1 I.,���"I'1 Il1I.jII,I,Ii-�',I 1lI-I:I1�1�-.�.��.I.,�I.I-I�I I-��,I,I�,�1,I I�.I I1'III I.I�I1.�1�"'1 I,1,�.l1I',�;I II,�-.1I.�1.,,.I I1�%k I,-I I�I�I4,�,'"..o;,II I'�,-I�.I:II I�I�.l�.-.I I,-,,-�,I1 1�I'�II�-,I�.�I,���11I7�1I,1�,.�I��,_.1I'I�1I",I�,1 I5I I'.-I-,"�-'1"I,'I�I I�.1 14�1�'1 I��,I I,I-I 1 II1I I.II_��11 II�1,II,�II�1 I I,.:-11,',I I.'I,1I i1I",�1��I�,%;��,11�I-.I�I I II,�I�I1.I�I�..1I�I�1,,I,�1I1--1e I-_lI�I�II 1I�''I,�v-"I 1 1IIII.I I�I.,-I1 I�11,"1 I��III,,,I 1III-1'I�_1-_I,.,�1''.I.I�".1�1�I�.'i l�,�.I I 1�'1I�I.l.��lI,1,_I I II I.V.7 1II.�-I-�1.I,1I,I I,E,II.II�I-.I.1�I-.�I.I I,.1F.'II.-I II I I'I I.i-,1_I\.::�I,II�1.I.'1I I.�III.1-,�—I I I"I�",I-III iI,,1.�I 1I-I.1.,..I,1l.1,,I 1�I,11I-I,tI�1.1�11-I I.I 1�,,III�.�,�.I II�I,NII I-II,r�:I.I�I-��I1,I:,I1�-�.11I,I�I:�I,"I�1.,1I N�1 1I�I1...:�I�I1 I I'I1�I-�-.:1 III-I 1�7���,I,I',,�'II 1��.����I�.I11I I�I,.I1 I�'�_I�II I.I1.I II--II-IAI.-I1-I I I 1�I.I I.�.1 1"I�-1I�,"I�,11 I I,.11,-�I I1 I�,I-�_,I�1I1'I-,I1�I, I I1,I 1 I 1�1,�11.III 1I-11 I I�1l1I�.I 1-.�II�I 1.�,�II,.1 I-�I I�II 1.I...�2�III I I.I I�II.�1-I I,��-�I-��IIl II/.-II�,II.I,I,-I1,.�I-I.l II I��""I-I"I II II II,.�'�,,I I I -I_.��.NI-,I.I�I,I,I I II�I I�I I,-,I II1 I�1�IIII,I III�I 1II�.II�I 3 I--I I.�.�I..I1,.I�I-II,I,��,�r I�I.II�I II.�II1.-,III 1,I, I II�II��I I.�.�I�I4 III II III II.�_,I I.�.-I1�I1 1I I.��-I1 II 1 1-I I�I I�I 1���IF-l I II I II LI II'I-1A II'I-II�G�..I�II,I I�I"II.1I.1 I 11II�i����I-II. �I�.I�I�I I�.�I I III 1.-1�-1 I1I I..�.V lII I��1I I I�,II I--.,�I-.�.PI II-I1�I I471I-I��-1 I IIII�I I II 1II1 I,II I I III II1 1 II1-��-I�I,.1�,�I�II 1'-I..�II1-I�I_��;I I�I�.1 II_,I 1�%II II II I l III 4�I II I II�.II����I.I..��I II I 1I.I I I I III,1II,1I,I I�II-I��.II1 I��-I�I I��I 1�.-_.'I1 11 I�`.�1 1,� �II III�:I���I�I I<.I�I.II�L,II III,�I 4�I III II I",.I.�-�II"II�I��I II�1 I e I-II�I.,I..I I I.II I I I�-.,I.I IIIII,-I��III IIIII'I�I I,�,�I II1..��I,I.I I:�II-'/I I�I��I I I II,/.,.I1 I�I'�,,vII.�lt.I��I I.-II-;II I..I�-�II�u.1�II1 1 II.1I�;1R-1 lI� I I.I I.I��I1I II.y I��I II jI 1IA,I�I 1�Iv�II 1 Ii I 1 IIII�I II I II1'I�I�I._I I I�IVII.I I,�Ii�I I�1 I Ii.I.I I-II 1I���1I�1I.\.1�I Il.I I�II I-.I�I�I1 1�III�II I�I�\II 1�1-IIkI I o�I-�I I I�II I 11 I�I�II"I�l�I ",1II o�II r I I�.IiI1".1I I II.I l i.�',III.v�I 1.I"I III 1,�1 I'%,1I,iI,1-IIIII:I I��III 1 1II I I 1 III�.1I i1���II11I�I.II.iI 2I I1 I I I,�'%II.I I1,i�I.1�II-��I�.��A�'"II�I���I�i.jI�� ���I��,1I,",�1 I,�"I,�III II&'�I I-��1�l IIII_,l,�I�I.,�;:I,���I�.,I�-I <v _ I�1I I��II I1�II I I-I1.I I AI III� II1� I I�I.Il K N F RAWFORD SEPTIC `TANK. , , W I V o� : o 5 X 4 5 BELO N o' <,. L 5 X 5 X PI 4 X- 4.5 X7 5 -GAL CF 662 CAL. O h MM ., 33.54` .4 ... Y _ rJ r:: ro. :.:. f7 , ,__ F,., , 4 , ,, - .LEACHING RATES. 'i. _ . _ y l . , R F h _ SIDE A EA 2.5 ,GPD S sue. EX ING . a / 3 I T rw �.�r EXIST. 4 SEPT C SYS EM PIPING Q, BOTTOM ;AREA 1.0 GPD SF � � 9 ,. ,. ? .� D FRAME - 4 TWO STORY W00 a F °•y>. N ._ l:. fro.... '::. Q . v : '. - ••..sae•+,--._+...>+ .. .- v 4 ", \ ... 4 w W I ,ELL NG . .� , T T _ ,4 V EX S CA CH BASIN IN OUT 24.09 N T . LEACHI G STRUC URE. 4 , 6. r 2 _ _6 X 6 LP s W 1 ..STONE __ �S' ^ EXIST. CESSPOOL CONVERTED TO:.SEPTIC TANK 7 6 �e _ > e _ .. . - EA X P 30 SF .� , SIDE AR 2 8 I X 6 : 1 s, - IN V. 25.5t , _��g._ .a ;'. . S :. r 33.,.7 BOT AREA 2 8 X 8 X 14 100 SF � ,; P 1 t 7' a : ,: _ O t ..Z t 0 4 _t9 ,. : s., Y - � 100YEAR FLOOD CAPACIT _ � _ , 1 _, _1. _ � , EILEV t1.0 MSL y 301 X 2.5 + 100 X 1_.0 852 GPD W lAy , ; ,, t m N. < J a 0 E s ,. XI T. ACHP T 5 i . b E S LE l D/JJ/ v.. A r e M x �: R : C .. .:'�ti.. , .. n. �, i$ w ry ,, . 5 ^ 'f�4 3 . _ � POLE .'r a. -. -. , - , PLAN REFERENCE. , 7 _ _ . t :-_ ffi R Y BK 1 1 PG 97 s �.. . � s , BARNSTABLE EGISTR 1 i.. 33.E a N , 8 O PROPOSED ,ADDIT O S 0 F ,, R W _ . CONC. EL ALL - , , -.. - ::.:.. -. :, 7 ,t • _ 4 , :.. R T N_ .. ASSESSO S LO 0. s - 1 d a R MAP 35 PC'L 95 - M O a R .� q < . 1 S t t4.1 q , 3► p i ��� I V I NS. 2 R SO L OBSER AT 0 ro 4 X 6 LP _ _, 6 k 1 , "� 7 H � N� a REFER TO TOWN ;OF BARNSTABLE B.O. RECORDS h ,i c 6 INST. AUG. 985 , r q , O .3 ,� . _� 9 FOR R P I PERMIT T E A R E AUGUS 1985 w , R r '- a. ..... . � : , , ,. 7 3, T N NO E. CB H F D : I,' F.. .T RA, -U _ 3.0 P N 0. 2 � . . � � :^ ARCEL _ 1,II.I_ , _� ,�, , ,< N � , F I T ON_ . 1. ESTIMATE 0 LEACI-i NG CAPACI Y BASED . X F V I N p IN L/� I V o IELD OBSER AT 0 SSE T. 9 1987. E IST G l I R AR :� ',. _-2 LEACH PITS ARE CONNECTED N SE IES AND E . s_ � . . i.e , T TAN TO 1 20 ##r NOT SEPARATED BY ADEQUA E DIS A CE ,. NF I 1 4 CO ORM W TH 310CMR 15. 2 ' r , .a, 2. LEACH PETS DO NOT CONFORM WITH 310CMR 15.03 r, N I T_, s WITH RESPECT TO SLOPE SETBACKS A D D S ANCE r s.s: S` N . _ a o s . 0 D`DR IN < .;• FROM CATCH BASIN AN A 9 2 O y, T V EN 0 INDER` CAPACITY _BREAKOU OR 3. NO E ID CE F , N T N OTHER SYSTEM FAILURE IS VISIBLE 0 SI E U DER EXISTING CONDITIONS. N IN i 0 870 SFf ` COMP. LINE 4. PARCEL AREA TO COMPUTAT 0 L E S _2 , _,, t ` ,' 0.48 AC , .' F 0 . , ATION AND OF SETS T �' ., , . 5. EXISTING BUILDLNG LOC . -I , i , • 6 19 87 , , W0 bEN SfD1NG. LOCATION BATE 0 / / . ^ , :; . <. l 90 MAI N STREET , + _ , _ � ' . � -0 UIT MA . C T 1 . . _ _ , V OWNERS F PETER AND DOREEN E ANS; OR ,:; I ,,. __ �. .,. , , . ,. 4 . 4 .': \�9 r .. ::. �y p N ...... .. .. , ,. , ( .. Y _... .. \ _ deb _.. a.4v�� ELLIS 8c THULIN Inc. ,,. , �' �� .; s , C. x_ ., , - _ r� zi P X 59 . v u r� � � i 4 8 ROUTE ','6A _ .0. BO 1 v 99>6 a. 238 t_,. _ _ . __ r � H Tl"S 02537 - , . � � `EAST SANDWICH MASSAC USE a ® , > , -. A �. nL a::. .. - ..: E` { F L ..:. ..IyI r e S d � I T_ c9 r r v I. F, s , s e t A. ,, EXISTING SEPTIC SYSTEM , DRAWN 'BY DCT SEPT. 23 1987 , 87 040 :" , ,, a CHECKED BY JRE DWG.NO. PPP02 ' ,- . , , ,, , ,: _. , , _ t „ ": i.. , -.-, ,v RN ;_. ,..,.... �, ry .. , , _: 11 � ..-y - 1 _17 , � I I � 11 � I I � I I ,,., _ . , r , , . , -. . 11 . OP SB H `. _ TBM t X TI ELEV. 35.2 M E IS NG SEPTIC SYSTEM r , w N NT REF 'USC&GS M0 UME M28SC 1,�I".11 II1I,�..11"lI,�.I�I—.�1 O,1I I-�AI��I I,I II I-��1II 1;III_I.I,�I..I.,I.�.".I:.�1II I��.II 1II,I II�-I�I�_I-�,II1 III�I 1I�i 4,,II�....I. : ,. , jtI Ii..II_.�� II I 1..11.II1�,I A, Y STRUCTURE. . _. /- _ , , : � .. ��. , , : EE APARTMENTS P: T K - TO OF COAS AL BAN f h . _ , PER I.E.P. 9 25 87 , ¢ / _ ELEV. 22.0;MSL DESIGN FLOW r , IV , , x,, .., _� F E _BEDROOM NO GARBAGE GRIN ER -. c _ w,.. , 4 _ 5 X _ P t $ ar 110G D BDRM 550GPD r 4 r a n._ t. .. !� , I. IIIIIL IIIII,I II II II II ,- _a , � , t SEPTIC TANK _ r ___ f N F RAWF R { C 0 D ,• , , 5 W V VA?. . __ X 4 5 BELO IN . 0 � _ , . _. o^ ry �I 7 O a _ _ � ,_ 5 X P 5 X I 4 X 4.5 X7.5 GAL CF — 662 `GA ... • ,. L , ,, 33.5 . z _. w a { j a ..:. , ,..t ,. ,.. :... , . ,: r EAC ING AT ES: ^ a L R E w 1 o 1 7 R-� SIDE AEA 2.5' GPD _ SF sue. J _s . •Y EX ING , .- ... ) w , ._ _ �. J n; e I T- I T PI_ ?i a EX S . 4 SEPT C SYS EM PI NG . ,:, 7 . BO OM AREA 10 GPD SF .. TWO_, ORY WOOD- FRAME ST 4 _ _ . _- ' , . _ ' . . , . , :� ' "� .. `: - _ w W L I G D E LN IT T 14 V T- k _ EX S . CA CH BAS N IN OU 24.09 , ,a ; . E N T s , I. L ACHI G STRUC URE. 1, . . I. _ __ , , , ry ., _ , _ ,,, _ 6 6 W 1 N_ s _ a _ . ,, 2 X LP s STO E _ x w / � _. X T P N_. T EIS . CESS PO CO VERTED 0 SEPTIC TANK e '.: •_ r: _, N . < ... f _ x ,. , - , SIDE AREA ' e ry , INv. 25.5 , R 2 8 X PI X 6 301 SF 3J. R e T -. BO AREA 2 8 X 8 X Pl , 4 _100 SF a � ) e J , 3 . � .. .. 3 y e ` .- t Q0 EAR_FLOOD AP TY_ .� . . - Y C ACI "'J . ✓ q . , y V 1 — qv ELE 1 .0 MSL . : _ .. . _ - _ _ 301 X 2.5 + 100 X 10 852 GPD a r �� ) )� .-. , G ,. } h- - ..:: -. , .. ... T _ : 3 ti a , ' 1 ' a EST. LEACH IT 5 ID. G 7 , �Y,. y}. _- �y , ., , cY § K _ .. s y ? s q,� in,.,._, `:_ ,.< > t FU►6 , . TtY 3,. , c L '. ., hOLE / , . : . F '.. )} f :3 ,. , , , - , :: >.y,. ,.. t ,:. _ ,. ..... E .. - -.,. . _�: . a � PAN 'R NC • _ _ , . L EFERE E . .,.-.. _ yy 7 .. . , s 3 , . _ ,, . �_. x ��3� s � R Y K 1 7_ _ , _ .� BARNSTABLE _ EGISTR B 11 PG 9 IN _ ROPOSED :ADDIT 0 S i _ ,. , 3e F CONC. ET. ALL 0.. , , �Y Y , - R T N :. s ASSESSO S LO 0. . 3z. :: < . M �.. MAP 35 PCL 95 o R_ , ., q , N , : . . , A :; \ x �� h Y _ _ a p SOIL OBSERVATIONS: c. -? 0 .� I X 6 LP 0 -r "� 1 7 __ , 0� __ - h _ _ REFER TO TOWN OF BARNS ABLE B.O.H RECORDS, N _ T ,. 6 IN T. AUG. 1985 0C . , . , f1i » S _. ,. , 3 q , , � 9 FOR R O : . 0 EPAIR PERMIT ';AUGUST 1985 :, r Y -. (. ,. ,! , . -' . . ,.' . , is ,:: , N ; 3 ce F D NOTE: , P N x,, �T � a�.¢ . ARCEL 0 2 u . ¢� �� H _ .c �` � �, .. ry.. - ,.. - • : - ": , t.: , - : { '. r , Y .. ' _: -: - .-_ .. r� T F_ 1. ESTIMA E 0 LEACH NG CAPACITY BASED ON tp f V IpN p 2, IELD OBSER AT SSE T. 9 1987. EXISTING PLAN o , l, H T N - - , LEAC Pl S ARE CON ECTED N SERIES AND ARE y � , ;t:w : , r .. -� 20 - A o T NO EPARATED Y ADEQUATE ' DISTANCE TO S B Q NF M : I 1 , _., r., CO OR W TH 310CMR -15. 2 e i 1. .. - 1. { ._^- n {E , Y ,ct MN,t Ja2 I. - IT WI 2: LEACH P S DO NOT CONFORM TH 310CMR 15.03 ,:. , r a_ T N I T s.� s WI H RESPECT TO SLOPE SETBACKS A D D S ANCE . N . 0 t 3 0 , r s T IN , 9 , FROM CA CH BASIN AND DRA 0 0 V IT R UT R 3. N E IDENCE OF UNDER CAPAC Y, B EAKO 0 OTHER SYSTEM F V I N T N ER AILURE IS IS BLE 0 SI E U D EXISTING 'CONDITIONS: T T I N C i Ft , COMP. LINE 4._PARCEL AREA 0 COMPU AT 0 L NE S 20 870 S 0.48 'ACf X TI F 5. E IS NG BUILDING LOCATION AND OF SETS TO W I N I „ T 7 ' ^ OODEN SDI G LOCAT ON DA E 6/19/8 9 , �;: ,�. ..,..� ,., a". o ,y, 980 MAIN STREET t� �.. s _ F ,, x< s :. :..'. , L .. . COTUIT MA. � F C f Y , _ _ f ... „ rn ! . - F N N V S _OWNERS ...- a E�ui� _ ,: ti OR PETER A D ;DOREE E AN .:. , l/ - I - : O �� :' L J � o v, ,.:.;. i �� ELLIS 8c THULIN Inc. '. '® J k'� t O �r d A L: .�• GI E , sT � 4 8 ROUT 6A P.O. :BOX <l59 _ , , A L LA a _ EAST, SANDWICH MASSACHUSETTS 02537 - . , ,. , , - EXISTING SEPTIC SYSTE I M ,, DRAWN BY DCT SEPT. 23 1987 , , , , DWG:N PPP02 87 040 CHECKED BY JRE 0 _ - , , ,' - ,, ,, - x .,, : , .. ., e', , ,. :.. ., -.. s , �,.: .:.: k »._. ,, ,,.. , _ ._ _ ,.. ._:z - .:^, r , is ., - , :..< ..:..,., ,... ..:�. k . . y �.. .. -:s. < .r a ... Y.. , .'. :i -.: ,d-:, - it ,. `__..._ ,_ ...,.,.. ....-. .,, �- ,. .-..,...-.,,..-... - .. :, I ''., itg,w v . _ w ; . .� . I 1...ter. 5 t'. ._ ..*, r ,._. ,. , ,.. ... e _.... -: -.v ... -: .. V., .. .,.. ..4..,. ,.. w." ,> y y 11 .,.. _ .♦ , .. ,, , , ., i :: x , :, ,, ^,_. :, - - ;. ... - , :., .., kl :. - k. '• r •, - -,. - ,. .. - >.-., -, <,, , r; TBM - TO P SB H , DESIGN DATA: , , ELEV. - 35.22 MSL * , NUMENT M28SC .r REF USCdcGS 'M0 ..3 Tfl STRUCTURE. - .,, n , , t 26 ,, SINGLE r FAMILY .RESIDENCE ., _.. TOP OF COASTAL BANK11 T I c1I'1�I I ,; , ! , wF P R I P.` 7 E .E. 9/25 8 , ,,. , , _ I N W. _ ELEV.'22.0 MSL DES G FLO . . E_ � . , - ' r FIVE BEDROOM NO GARBAGE GRINDER .,, :,.: = , 5 X 110GPD BDRM 550GPD __ �,._ : 4 . ti , r .% ffi k :.. / f<u �, SEPTIC TANK. , -N F A .- V H CR WFORD p y , 1.5 X 550 825G D 0�. 1 } y n- , \ 1 ,_- f, x ., USE '1500 GALLON SEPTIC TANK i , , - N 14 1 0 - 6 s I SLOPE COMP LIE 8 X 5 8 \ __ q a . �, HIN RATES. ', a _, LEAC G a � .. s.e7 ./ l b P F sue` rr SIDE AREA 2.5 G D S o _. a » X I \° ,,� E IST NG , � e � • < I PN J T n 9 EXIST. 4 :,SEPT C SYSTEM PI I G a , `� z w BOTTOM AREA 1,0 G D S ? \, µ. TWO-STORY WOOD FRAME 2 -, F . . -..:. .. P T N T. t _ ...� ar _, 1 8 ROPOSED CA CH 'BASI (SEE DE ) ., 3 5? `s. » W 1NG.� D ELL ,. EXIST. CATCH BASIN 4 INV'OUT 24.09 . _ .,u -. LEACHING ' STRUCTURE. . : .:: x :3 , , 0 BE ELOCATED , , - , , � r s g 2 6 � X 6 LP s W 1- STONE _ EXIST. SPOOL CONVERTED TO SEPTIC TANK x a CE S s e . , L -` v f SIDE AREA. 2 8 X P X 6 301 SF �i?' IN 25.5 T N ) $. 0 BE ABANDO ED ..._ 8. A a3 . ,. , � �, a BOT. AREA. _ 2 8 X` 8 X PI/4 = 100 SF' -m -w , , II ,e J ,a ;"-,I �l I., 'i ,.� I � I � Ir I � � 11, 1. d I I � . 11 I I " I I 0 1� ,.--- Vj n.9 , i .�1,I I_1 I l.I+I�I�I1l1,1-",1II I I1I�,'I,.��.�11,I II,I.�II,IL.I1 I,,I I1`I I��II:_I.I1A-t I.I,II I,1,��I'"IL�,I 1.-I�,I.l'.-1�I,.r:,�lI'1,:.II IL1 I�:�I�I�.I�I I. I II ��.�"�.,.r�.,-.�,%.��;�i�II.����.1f1,�A11.I.�.�'',.'.I���",I1�-.I II m"-I I-A"�-:,6�,I I I1I�.I.I��.'��-.-I"II�I"I_:..�,i'-1�1-�,I_I.I,1I��I.I�1,-,�,I,"�--I,.I1LIl:�I1�1'�.I 1,,I.�,%1 1'I I I l,�,..I._--I.1 II�1..,�'I�I�1I,1 II",�,%2I 1�I,l�_.1.,;_,,I,"1,�I�_41 l 1,�."1-1II.�1_:�1�1�,I—I iI I,�`�,-:1-���I�l,I,�,.,1',��,I1I"!�-,1',-.�-�l,.,1�II�I1�,_,,�1�1,�I-�,,LI.,_�I�1 1I.1I:,��_��-,"�-1'".',,!,I'I��,1�II;1,''-lI1 I;1.I�'�1�I1.--;1',II.l1I,I��:,,."�I-,,1�,,l"11,.�,1l'1.I�'L I,��iIII,-�i 1I"-,1I-,'..1,_I�,,lII,1,-I,�-II:'l�II._,,�,,11 I,.,I L._l',�'II,.1,_'-1�,�II_��,It.-,Tl I�.I,1:.�-��Il�.1'`�,-�1:'I���,1-';�-�",�I I,,.1�1�I 1,,,,,I,,'l�'��I�1-,-I,,-c��,I",I"z I1:�l�1I.,�I�1 I I"I,,,I I11.I.1�_,,I-�,,,.-.l-�:.-:�'II.—_��1���:I 1l"1�1 l,I,��-��,I�:�,11II�s"�l1 L1.,�f_-,,-�I_1I:.-I;d,,,,.:I:.:'_1�_�le�I�1,1,�'I.'.I.,'._1I,1_�,:',�",:,",,I1��^l1.1�-_I;.II I 1 I 1I.,��,�I-,,,�.�A1l 1I I,,I���,:I'"�-1,��.-�,�,��-1 1 I"�:�.,:I��"1:�I:_.,I:�,1:,I--1.�-�-1',;�I11.l."'.::�_I�:II��_I It,�,',-11I�I".:".1I I I-I I__I�''1�-1I1'1,I-�,'.I I,�"I-'-.l�--�1"'-�-II���,�,7 I I�L.-II,,-I.�1 I.1" I III'.II.�.II I o,I,1,� I,I I �-I,�_�I-1I.II1II.,��I1 1:L,�I,-I IIII 1 I oI 1 I�I,I�.I 1 I.:_q,:�1,1�I.I,�-1I,,�:.:�.�I_1�e_I��I�I.�I':-.�II,_A.�-.:�1,I-��II.I�I�_1�1I .IIII,..I""�I.�,I,.I..I..:_.I I.1 IIl,I,—��",�l.'.II-I-I I.l�,�`,1I,,,ll-I�I-'�I,1,��'II�-I�1_I�LI-.,;�I���.�-1�-I.�-"-._I�:I��I,,.I I�.I,�I�I L.-II"�.I--:I,o,`l I,I�1�I�I,-`,'�2 l,1I�.III I 1��,I.I1�I,"I I I"�,�...,�,'.-.-I I�II�,l"�,"�.�II_I',.,LII.�1�,I�,1�:-.I�II..I I.-;II 1-1�:,I1II I.I.I1I I_1, I,�,-�I,���-:�I II.�I I .,�1"I.II,,I I,,I I.II�1 l I'�--I�."�-�I,�I-II.t,,,'I,�1�,,I.I L,I�,I-II II I.�-.,:,�I,I.-.I-,II,�-,--I-,.,,:,I"1_��."I,I:-;"I�I,�I I"�,�I,,,I-I-'�L-_�1I 1��.I,--I I,III�I,��-�._�'-I_,II-..- g . ���I.-......-. ''I-�1 I�!�0.l1'I I 1 1�I,I�,I 1IIIiLI�.�I�I-I1�I._,,1�.I.-',-I���1'I1��.I I1.,I.I:,,�1 t I-I,I 1,I"I,�.I�--�I1 '-I,1I�,I--,�1 I,1 I�II.�I I,-,II-_:I.�'_1 II.1�_I"'1-,�I�I I-,,�.I I.�'I I:,I.lI�,.I�I 1,'.Io I_I�,I1�-�I,'I-,1.I�',.I�,�I,"-��I�-_,"I.I I-I.I,�1,�,_�' I�.I�".I 1,,I'.I.��1 I�I'--,1'I���-:I,I..",.I 1'I1-I�,I_I�I.I II 1.--�111�I�1,I11,_,I�I,�I1:1��,-1��,��ITI 1-�I�1��I I�-"�I 1��I1.I:-��I�I;,,.�'�I-I,..,...I..1I.I�I II L I��I�1 I.I"III�.I,I�II-_�1_11I�-,'1 I I1;:,�I�i;I�I.��I -;.I I.I, ,�I 1 2,I",.,.,-I�._�I-I I,,1�I�1II',�1 I,.��-I,��I.l,.I.,I-I1;I,�I 41 I f�II-.1 l�I I I.--,�,.�-I I,��II_1,_��1�',%I,�I I',I I,II-I.I...1�II,l,1-I L-I�I, 1-.,m I,I-I 3 I��11:�I I,�I.�1",'-��I�I 5 I�II,�I-.1,',�"I1�1,I"���,1 I,L��I�-II..1 I.�.�II,.,1'I1,,.,,I��..,.�I_,I1�.II�I�I,�II,,I.II,..'I-�I,.1l I I�I,1l--1 I 1Il-I,��,,I.�-:I .I 1�...I�1..I,I I I I�.�"�r 1..�...I I I.�,-X I.I,1II.,I,.I I.._..I.II I.1I L,�II I��I,I.II I�..�.I��X II I�I1��.�I-.I,�I"1I1",-,�:". ��II I III�:�_,, -,II��.II.1�-1�,..I I,I��I.II I-I�,II�I1"II,I IAI-,.II-I 1II I�I II I-II.�I�I I I.��"1,II.I II..I..I.I�4III.I1�II 1�III I 1.1I I...I.I..-I��I/,I.II I I IIII..'III I-I,�l�%Il�e I�III.I I I-II II ��,�I I,II�I1II I1.�I I I�.�II 1 II�II���I,--'I1I�I.-,1� �l,I�I1 I-I�1I......�;I I,L-�1. i�"-I I.�1�I1;'�� Ioo YErSRooD CAPACITY. -I-,I-I I�I,1.1I-I�-I,,"1 • t ..:I I-�1 I I,�.,..I II1 I,I".� �LII II1 1-I1I�II I*�I:1,:_,.II I�I. I'II I 1II....II III I I II I IIIL I��1�I,.."lI I�..I �I I l..I�I.�,I7 I�I' �I�i�!1IIIy,..IiI;., tI ��I6 i"-):II' �i,II I II IA r1lI 1I3:I`iF,� IIl,II �H_� III A� _._.. . 1 , V 1 - u' n ELE 1.O MSL . .: � ar t. ti , 301 X 2.5 + 100 X 1.0 852 GPD ,- , II I II K CC ) ( )J T Ar , �, 1 1 \ ` , PROP. 1 r 7 __. 7 a EXIST .LEACH T 5 D. _ ADDITIONAL CAPACITY AVAILABLE IN EXISTING LP _ N W T •. WH H L E CONNECT D O E DIS . BOX , 7 , IC WI L B E T _ , , , _ - PROP. 4 r ADS DRAIN rx -� c POLE t. , ✓ . , � _ ► � PLAN EFERE CE: - , - _ Ste. , s . , 3 3 . 4 _ ,rr. �t . x� k � 3 r- , _. s _ 1.� .. s T Y 1 7 r $ARNS ABLE REGISTR BK 11 PG 9 .: O , I ION e''I . , ED ,ADD T 0 S / o GONG.',RET WALL : .. ,� t r s. , T. ;. . , R ASSESSORS 0 N0. , , _ s _ , _ _., POP. SEPTIC TANK r __ R �r 7 , ,r s ,r !? P a, MAP 35 C 95 . . „ a L \ R , r, V fig "E. � . q- -,I / - s. /�/ , s' r.-hs. e . � , . , 3 _ _ , , q A„ i _ + - x. . VATI N S. „ P. H PIr _ SO L OBSER 0 _. RO LEAC a A .. h i •i _ _ t R �o 0 :< _ 6: X6 LP 0 _ . „ ; � , :; , e� 2 1 4 _ ... . o F T N c RE ER TO OWN OF `B.O.H RECORDS �. 6 INT. AUG. 198 _. r J1, , . _ q n 0 , ,� �\ ., 9 R - o ., _ . F R I P R T T, OR EPA R E MI AUGUS 1985' . , 7.. - k' :. , ,' , " ;, • , ,:. , '. x ,,.' , ,w . ..-.. .. r :. _..-. _ CB H: FND , NOTE. a ) , yr _ _ P R`CEL N O 2 , .. :; e „ _ - _ ,, 7 r _ _ _ r ,: 1. ALL ...MATERIALS AND CONSTRUCTION METHODS , II M N i . 9, R T - , { ._ _< TO CONFO M WI H COMM. OF MASSACHUSETTS' _a , _ i , y , NT V. - . -_ I r _ ENVIRONME AL CODE TITLE r . A O _ P . ,, , _ _ P P N 4 4 , , _ .� 2. ALL SE TIC SYSTEM IPI G TO BE SCH 0 1 20.r v PVC , i y , 1 I T W W p 3. WATER SUPPLY FOR THIS LOT S 0 N ATER X PRO OSED t ,_. E IST.;GRADE . , r N TED AT THE STREET SIDE OF THE' UILDING ti s CON EC B , i 6 o . 3 . o 3 . 9 -, ? w 4. LOT AREA 0,•48 AC c o N H N TH RE CAT CATCH BAST S OW IS TO BE T R 5. E L� ED N COVERS H2O A G ADE I -� .. - CAST- IRO 0 1 F N TE OCK AN N CONSTRUCTED 0 CO CRE BL D RE DERED - W T I T Y ARGETT NG INSIDE AND OUT WI . A ERT GH B P I TH . ,. . T T T E I WI E C N T >,, P.' N CEMEN MOR AR. H BAS N LLB 0 NEC ED' H.D. PRECAST CONC RISER COM LI E _I H NT_ : THE EXISTING DRAIN W T J01 LESS ADS PLAST C� TO .25 •_ ^2_ . . . . . . . . . . , T N FR i I PIPE A A DISTA CE OF 25 OM LEACH P TS. , - • T PROPO LEACH PIT DOES NOT HAVE THE E . PROPOSED 6 0 X 6 ALP W/1 STONE : 6. HE SED H ,' `. b I N WI REQUIRE REQU RED SLOPE SETBACK A D LL Q A V RIA E FROM 31 OCMR 15.03 4 -SCH40 PVC TYP. „ A N C . - 20.6 , 20 . . . . . . . . . - . ' - l NOTE: - CONNECT DISTRIBUTION" BOX TO TWO . E T V I N P 1 00 GAL<M20 _ EXISTING LEACH 'PITS A ELE AT 0 ROPOSED 5 OF EXISTING NLET INVERTS. A 0 I - SEPTIC TANK FOOT LEVEL-PIPE SECTION IS REQUIRED Q T E UTLE 0 THE DI TR BUTIO -, A T I N ' . TF{ 0 F S ," -. � BOX.14.6 960 MAIN STREET , - - , PROPOSED DIST 'BOX �A_.,p, < � .� L, M . _ :,,. COTU T A :• :.. \ V _ LI ._ 11.0 8.5 16..8 FOR PETER'-AND DOREEN EVANS OWNERS 29.7 �, p ,� r �, : � pF ,�• ; ; 1 , 9 �� y �o - o ,IO o'299 EL IS & THULIN Inc. �,� y _ - ELL IS IS N � O ►M 00 �' V RT o r .0 7 478 ROUTE '6A P.O. BOX 159 N E ,n N o 00 00 , a, ,� ►� N �e o EAST=SANDWICH MASSACHUSETTS 02537 ELEV. N N N N N N rv�l F I`G{STERc o�. SAL LAB . SEPTIC SYSTEM RENOVATION SECTION THRU -SEPTIC SYSTEM . » Y PT 9 7 1 =10 HORIZONTAL 1 =5 VERTICAL DRAWN B DCT SE . 23, 1 8 �- I III -I.I1I I. CHECKED BY JRE DWG.NO. PPP01 87 - 040 11 __ - - _------- _ ----- - _v_ �__ l