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� I NORTH ERN
ENGINEERING
Drainage Memo — 327 North Loomis Avenue
Date: January 20, 2020
Project: 327 North Loomis Avenue
Fort Collins, CO
Attn: Stormwater Staff
City of Fort Collins Stormwater Utility
700 Wood Street
Fort Collins, CO 80521
Stormwater Staff:
Project No. 1714-001
This letter serves to document the proposed drainage impacts of a proposed single-family home at
327 North Loomis Avenue in Fort Collins, Colorado.
Project Overview
The project proposes to scrape off the existing 1-story home located on the property and replace it
with a single-family home with a larger footprint and basement.
Existing Site
The existing site functions as a"B" Lot, with drainage from the lot draining from the home out to
the side lot lines, which then convey the drainage to both the front and back of the lot. Existing
grades in the front yard range between 2%-3%, and grades in the back of the home vary between
0.5% and 3%. In addition to the existing home, the existing lot consists of detached shed and
concrete entry walk. The remainder of the site is Kentucky Bluegrass lawn, with small landscaping
beds and mature trees.
The total existing impervious area for the lot is 1,084 sf.
Proposed Site
The proposed site will continue to function as a`B' Lot, with drainage from the new residence being
directed to the side lot lines, and then to both the front and back of the lot via existing "swales"
along the lot line. Existing grades outside of our improvements will remain unchanged. The
proposed home is located roughly in the same location as the existing home. The existing shed will
be replaced in the same location as a slightly larger shed. Window wells are proposed on either
side of the building to provide emergency egress from the basement.
The total proposed impervious area for the lot is 2,075 sf. This is an increase of 991 sf. The
increase in runoff as a result will be negligible, and no adverse impacts to adjacent properties are
anticipated.
Detention
Since the impervious area increases less than 1000 sf, no detention is required for the site.
FORT COLLINS: 301 North Howes Street, Suite 100, 80521 � 970.221.4158
GREELEY: 820 8t" Street, 80631 � 970.395.9880 � WEB: www.northernengineering.com
� I NORTH ERN
ENGINEERING
Water Qualitv
Water Quality for the site is provided by releasing concentrated flows from the roof into the
landscaped areas allowing stormwater runoff to infiltrate into surrounding soils. Stormwater unable
to infiltrate is slowly passed through vegetated areas, further removing stormwater contaminates
before stormwater leaves the property.
An exhibit has been provided to illustrate the existing and proposed impervious areas. Please feel
free to contact us if you have any questions.
Sincerely,
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Frederick S. Wegert, PE
Project Engineer
FORT COLLINS: 301 North Howes Street, Suite 100, 80521 � 970.221.4158
GREELEY: 820 8t" Street, 80631 � 970.395.9880 � WEB: www.northernengineering.com
EXISTING PROPOSED
.. I . EXISTING SHED
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EXISTWG FENCE �I
SURFACE %IMPERV. IMPERV. SURFACE %IMPERV. IMPERV.
NREA (SF) AREa (SF) aREH (SF) I AREA (SF)
ROOFTOP 1,026 iW% 1,026 ROOFTOP 1,155 I iW% I 1.'!55
GONGRETE 58 1004fi 58 CONCRETE 320 100% I 320
ASPHALT 0 100°b 0 PAVERS 0 50% 0
GRAVEL 0 50% 0 �N��W 159 0% I 0
WEIL
LAN�SCAPE 3,812 Ob 0 LANOSCAPE 2662 Q% 0
rora�s aaee TOTAL= 1,084 TOTn�s aaee TOTAL= 2,075
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NORTHERN 827 N. LOOMIS AVENUE IMPERVIOUS AREA
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City of Fort Collins, Colorado
IITIISTY PLAN APPROVAL
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